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HomeMy WebLinkAbout1435-L DEVELOPER / OWNER j IA a7- I -" EC U L P AN LANDS- CAPE ARCHIw"Imp1 ► L S- MASSMK Hc)MFS ' i TIliiir 1 tW9 Co.E!>RI L.Lo ::5r 5TH 200 CASTA MESO 9262-1 = TRACT 14380 PHASE 1 Itl4V � � - � !% 0 ,�eo LANDSCAPE MAINTENANCE DISTRICT NO . 7 0 VICINITY MAP KEY MAP GENERAL NOTES SHEET INDEX 1. An Encroachment Permit shall be obtained from the City Engineer prior to commencing 11. All trees are to be located: ten feet from any street light, power pole, or reinforced 1 COVER SHEET 19 LANDSCAPE PLANTING PLAN I any work concrete box; five feet from any drive approach, fire hydrant, underground structure (e.g., I catch basins, vaults), and sewer lateral or clean-out; and three feet from any water meter 2. All work shall be performed according to current City Standards and the Standard or sewer line. 2 LANDSCAPE CONSTRUCTION PLAN 20 LANDSCAPE PLANTING PLAN SHEET 5, 15 Specffication for Public Work Construction. j 12. Supply all work and materials, appliances, tools, equipment, facilities, transportation and 3 CONSTRUCTION DETAILS 21 INTERIM LANDSCAPE PLANTING PLAN SHEET 6, 16 3. At the conclusion d rough grading, an agronomic Bolls report shall be famished to the City services necessary for performing all operations of the 'Landscape Installation' as Inspector, and all such recommendations from such a report shall supercede soils Identified In construction documents. The Contractor shall maintain a qualified supervisor SHEET 7, 17 1 amendment recommendations shown on the plans. on the site at all times during construction through completion of pick-up work. 4 CONSTRUCTION/PLANTING SPECIFICATIONS 22 INTERIM LANDSCAPE PLANTING PLAN SHEET 8, 18 4. Upon completion of Installation, a maintenance period of one hundred and eighty (180) 13• Prior to submitting bid, examine the site and the conditions thereof. cj IRRIGATION PLAN 23 PLANTING DETAILS & LEGEND Q days is required prior to final acceptance of the work by the City. Maintenance shall Z3A M-A NTIN&AND IFZ A&AZTIC_-'N DFr-rAJ L.S SHEET 9, 19 Include sawing, weeding Irrigation, pruning, raising tree root balls which settle below 14. Protect this work and the Owner's property from damage as a result of this work sr grade, fertIfIzing and applying such sprays as are necessary for proper care and upkeep. 6 IRRIGATION PLAN 11011111111 11 SHEET 2, 10, 20 Maintenance also includes all repairs, replacement, cleaning and adjusting necessary to 15. Apply and pay for all permits required for this portion of the work -_ keep the Irrigation system In good working order with proper coverage. Commencement 16. The Contractor shall carry workman's compensation, public liability, and property damage 7 IRRIGATION PLAN i-- date for the maintenance period shall be approved In writing by the City inspector, insurance as required by the Owner. < < Maintenance period shall be adequate to verity plant characteristics and establishment. 8 IRRIGATION PLAN �( QFRO m ` , �•� �y� �e p� �1 p 17. All specifications and installations shall conform to the details, legends, and NCS /6V 1 RO AL..�/f wDKK /( 1 ' -MF6L 1 LA- `�5 IS F0K w. AVE -'� t M..r 5. One controller chart shall be provided for each controller. Controller chart shall be theSUMspecifications. maximum size the controller door will allow and shall show the area covered by the g IRRIGATION PLAN PI'iASE I oNLYAS NCrF_D ON THS ►�t�I �Na-N automatic controller. The chart Is to be a reduced drawing of the actual as-bullt system. 18, These notes shall be used In conjunction with the plans and any discrepancies shall be However• in the event the controller sequence Is not legible when the drawing is reduced, brought to the attention of the Landscape Architect/City, 10 IRRIGATION PLAN `sr' ..M <Y n1(?• it shall be enlarged to a size that will be readable when reduced. The chart shall be a 81 LTTY MAP-"�"1-FIS �P' blacldlne print, and a different color shall be used to show the area of coverage of each 19. The drawings and specifications represent the finished structure. All bracing, temporary W moNA•l (PROPOSED, « �. •- - a' 1 1 K Beyc+4 D Pl''l�4JE- 1 U RAS �.D'p --- -------- -------- _ _ _ ______ __________ v s. station. When completed and approved by the Public Works Inspector, the chart shall be supports, shoring, etc., Is the sole responsibility of the contractor. Observation visits to ng INTERIM IRRIGATION PLAN j AVE hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils. the job site by the City Representative do not include inspection of construction methods fZV_V1T1:7VI O'd`ID 6•PPRcA/XL 15Y'C'"EG1TY• 4 thick The chart shall be mounted using Velcro or approve equal type of tape. These and safety conditions at the worksite. These visits shall not be construed as continuous 12 INTERIM IRRIGATION PLAN -- --- - charts must be complete and in place prior to final acceptance of work by the City. and detailed inspections. 6. 8' wide x 6'deep concrete mowstrips shall be provI between all shrub/ground cover 20. Design, materials, equipments, and products other than those described below or 13 IRRIGATION DETAILS & LEGEND ` o areas and turf areas. Mowstrips shall also be provided beneath metal fencing and where indicated on the drawings, may be considered for use,provided prior approval is obtained 1 City maintained areas are adjacant to privately maintained areas. from the Owner, Landscape Architect, and the applicable governing code authority. }„ ►nni� nTrnw, c�nr�►r >n n r rnw rc� _ similar to the details for me SHEET 1 1 21 7. Sidewalk layout Is conceptual only. Approval of the final sidewalk shall be made In the 21. Conditions not specifically shown shall be constructed s ( field and adjusted as necessary to meet field conditions as approved by the Public Works respective materials. a, . 'L L MI'4 , 40 L Inspector and project Planner to final construction.SHEET 12, 22 22. Refer to specifications as of the construction documents. S. Application of any chemicals shall be by State licensed personnel. All pesticide 16 LANDSCAPE PLANTING PLAN applications require P.C.A. recommendations. Grading Standards for City maintained areas shall be' NORTH _ _ _ 17 LANDSCAPE PLANTING PLAN __ , ,,,,, ._ ,•„�1v,,� wr nRnw wataatin�l+w.not -� -.a-- Sidewalk maximum 8.3% • Maximum slopes in turf areas 5:1 • Maximum slopes in ground cover between sidewalk and curb 4:1 18 LANDSCAPE PLANTING PLAN "Z 3-on QMaximum slopes in ground cover areas behind sidewalk 3:1 P-11/_30/2!I l 10. No tress shalt be planted with n tree three tett of curtrs. Maximum 2-40k grade crossing Community Equestrian trail. I ABBREVIATIONS CONSULTANTS MAINTENANCE RESPONSIBILITY MAP 0 i At HPW Horse Power REU. Required IRRIGATION CONSULTANT: ENGINEERiNG CONSULTANT: ADJT Adjust INV Invert RNV Right of Way B.C.R. Begin Curve Radius IRR Irrigation S.C.E. Southern California Edison BLDGS Buildings M.C.V. Manual Control Valve SCH Schedule C.M.U. Conc.,ete Masonry Unit M.W.D. Metropolitan Water DisMet SPECS Specifications - 1 ti ,I1 , ;, ' CLR Clear MAX. Maximum ��' 1 •A � J- 1� �c�n A n nl a ,. n n.• '�c G c I-P 9 t C V SPNKLR Sprinkler � � , , �� F. �, � "�-,-Z-Tr';T-,7:— CONIC Concrete MIN. Minimum SO. Square -L nC c 11►Q�i'r• ! P.; C7CC1 A < � QA�lA�f�Qar. '. ' �' `� D.G. Decomposed Granite N.I.C. Not Included In Contract STL. Steel 'T - n � DIAM. Diameter NO. Number T.C.B. Top of Catch Basin DRWGS Drawings O.C. On Center T.S. Tubular Steel '` ` Norte Place E.C.R. End Curve Radius P.A. Planting Area TYP. Typical F.O.C. Face of Curb P.O.B. Point of Beginning VENT. Vertical Gr R•� N1G*T-S1thC N 1�1-1�X �Z9 C CrflN�h�-'T�►N'T 4 S ?' GAL. Gallon P.O.C. Point of Connection w/ With LA.NI�jcAP� �,v2E IILLD t /Ilium Drive ove000" , 3 ` GALV Galvanized P.S.L. Pressure Supply Line YR Year 1fv(� � �Y DIZI VE v oar oy 2 a ' GPM Gallons Per PIER Pertalnl To Center Una -PIA.NNING_ �' MFt c � n9 � SAN MhQGC�S t..A 92064 � t-t vl Flo � 9w4"t-650- 54-5 0 +s eras ca., g u �, 9 HDS Heads R. Radius �L' Property Una 3 Z6 P�•►�1Gl+O R"O�° #2O6 D f 6d- -T44-- 0411 56.1 .1t*.N C�el4l:_ -t�n.N[� CA 926-1 5 so ec EJ. Expansion Joint 3 o- g p ,,, WPJ. Weakened Plan Joint u. UPDATE 211 5/9 ct�y Z4$-t'ig3 Fi4 g4�f-493-0 o G 9 ,e Sero prne N" 0 76 n 12 "i. -- `� 4570 „ � 3/1/93 CITY REVISIONS `• yd . t jilJt .' 75 L>1 LANDSCAPE QUANTITIES -514193 CITY wEc o M j-w�rC.A&I 1100, i so a r, 7 7. is .:: es n ® 24TH ST. TOTA `�1 5 ITS ) $ /7 Carmel Knolls Drive 5, a., 72 �o c t • .7 57 a +e NORTH 24TH ST. MEDIAN L GAPE gEvlslOf SHl;�T� 1��,8,17, 18 o c LANDSCAPE OVERLOOK ETIWANDA EAST OF OF CERVANTE DEBRIS NTE NANCE �� I 0 D�LE'rIoNS SHCI;'fg 210,19, 24 C'��- LJ�NTEX -G•�� lI SJ O � ,f UE ' L PLANTING AREAS DRIVE AVENUE CERVANTESCERVA PLACE BAST DISTRICT AREA - lo' tt J __ _ l L 1 ' c a„G„i - 1ssfsFls I_� ^ Q F 23A a 1¢A IF:. Cain z :�' za n„�� �z �15 OeD, s Bas {� „ 3z „ BOTANIC NAME SIZE QTY QTY QTY QTY Q QTY TOTAL 4 a :�'�� , ,z c> '° zn � 1x zSTz. za NORTH � T T 2 0 O DESCRIPTION OF REVISION DATC AMPf>eC>"tg VA --J 1 1 - _ —-) :l.• Y.J.•:.;.1;.;;.l•:;.1••�.r.:.t �• T R Esrot U +s��ios+ro�� r 15 GA,. 0 22 2s c 7s Ea r+..•9 - -- - ----� „ 0 `4, s n. . F - CITY OF RANCHO CUCAMONGA CEHC S OCC,DEN'ALIS 15 GAL C TS. 14 0 C 5 34 EA y ..� WILSON A.�/ENUE ISTIWAN C14 AVI- 1�E0 PLATANUS ACEIP F•OUA IS ' ' L 8 3 :3 0 11 0 EA O � O PYHUS CA1 LLBYANA 'BF.IADF ORD' 15 (;AI 0 0 E, 33 C v 39 _ Q r __ -- �.. �"• Mab t�oM�5 QVF FT- ELAEA;5', ' NGENS 5 GAL 0 108 1 84 0 C 0 E A MEMO LANDSCAPE MAINTENANCE DISTRICT AREA - ABEJA Gw 5 GAL 0 83 8 0 0 2?3 a w >.. i a s alit . 1 J 3 [A DODCNAEA J S.;::SA 5G L 0 91 132 0 � - - = {V; I.F UCOPF iYI L UM F RU l E SCF NS 5GAL 31 251 142 0 C 435 EA 1 c�u�N-r�-i-i �s � TRACT 14380 PHASE 1 . VINE Ptte�S E I - 0 0 0 174 EA Gam_ 4 103 N V E PARTHENOCISSUS TRICUSPIDATA 5 wo. Da. A ENIt DS APPROVED BY DATE Com' {� C 4°1,�j22 -rarA,L_5•F No Tu v-f- h►RmA GROUNDCOVER THESE PLANS WERE ORIGINALLY PREPARED p a�E f- Q Tot7s.L �F �ru�P � 472 53 39 0 1,329 EA . � �,�� t. "a�E4o�9 CI'Y ENGINEER RCE NO 24953 ARCTOSTAPHYLOS HOOKERI MONTEREY CARPET 5 GAL 1+AeV56A-rI AP- Cv�t�.t-►c5) HYPERICUM CAL;'CN_M FLAT Jo,+ u 0 4,146 0 c a 146 SF BY LAND PLAN DESIGN GROIN (6/30/91) y o`` s� DESIGN gEco.+�rE�oco 1,144 -!b rb.L S.F: Vt,(--IC Sc APE CEANo1HLS GRISEUS ri0RIZ0NTAUS 5 25 9 t f 11 o 0 330 EA / ' n MP -rola• F. CF b•LL tie - 152 1,FS_ 0 07— 0 2,317 SF Y 93) cc — -- 7 L_ 5 Fes•S _ 0 2 'S 7 HY"UHOSEE� ,Av✓N M.x''� _ �� ,45 1.3(p T&1'a.L d.G2F-5 To TSG ctTy MA 1 N Tp.l ti I E D HI I IAN1Hk Ml1M NIIMMUI AHIt1M 1 `;A1 415 1.6// 1,908 0 4.402 FA /'SND UPD�TCD 13Y LAN'r � � CApw►+ swEE i $ 'ISG 1'/.L LF Cir Tlzl L�j $ACCHARIS PIL LAR,S ri WIN 5GAL 0 164 0 t03 0 261 EA -0[ % y� TL OF 23t2 49) Tots,L_ L•P. CF CAT f Mag►�rtA l N E� V><Al L - 86 49.286 Sr' met• HYDROSEEJ Mix SOFT 0 C 0 0 1 — r.. E Q "r " :3.321 53663 31689 3,71!L2.51 i101,sm SF r �SHREDD DM = +__ �1 CHECKED �,�� Da4a�H6 Iwo TGTA _,.PE AREA TO BE MAINTAINED Qom, — - _... .ANDSCAPE MAINTENANCE DISTRICT1"T 157,25 TE OF �AL�FO _,�T CATE FILE NO ' ✓ '�^� SIHEET.j,,.�0F�'SHEETS ; jT Los Son"t71o, j '� t► Q M ps 14 � v « a r • � t ~ r •1 M n WuMs Or+l+ r H - N V �:• ! ! N ! 36 37lOt C � � as ~ M M p • ��' D*oess Rest" Glsrrt 74 ! On►,s ! W it of s a s3 z 34 33 32 31 30 Q LU KEY MAP > U cr Q 29 28 w ■ ■ LIP - - - — - - - cm + m ■ o r � o EBOMANITE PAVING T SECLE RVICE AREA OF CURB TO ` O24th BACK OF CURB S ET (NORTH SIDE ONLY} W r m + - W i 17 �i 18 19 20 21 22 ■ €J. WPJ. EJ.-)., WPJ. 5�_p" WPJ. WPJ. WPJ. EJ. % PJ. WPJ. I EJ. --- — - - - { EJ. WPJ. r W Oil WPJ. - + -- „� 01 + + + + + -- _ 4'-0" 1 1'-0" + + + 4� N WPJ. 41 011 + + + W 3'-0" — N 2'-0" - — -- 5 -0 ■ z 1 N �G. CEJ. /i � ��_01, � J - � � l EJ. . ` . ` _ EJ. I WpJ.� J. WPJ. EJ. �- WPJ. J EJ. W WPJ. �EJ.� �EJ.J `WPJJ �WPJJ ■ 0 s - _, _, 1 W W 1.� _V/ co! �/1� 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1_ . 1 �' 'coW W r c0 ■ ■ 44'-6" 152'-0' It 60'-0" 80'-0" 30'-0" 45'-0" 147 -6" A CONCRETE MAINTENENCE BAND A CONCRETE MAINTENENCE B D A CONCRETE MAINTENENCE BAND . 1?61 FiKJ" r czgw Le 4.4FE0p EO MVLcN1Aw-;t #�►� FAL" SHEAT 1zEV P5 E p �� t rm r xmp 6 tib: - 4 h�]t, GLl4��g1.1'P� TrE�dor a1�N Elf .4IAp_ e,�-rm Col. K) 0921 F"r0,00VI 6U�� ■ ■ uJ 1=fn/1P'� Tom L101oi; > to-1 d ac. Tjr ■ 27 26 25 23 z NAWW1 mus CAGB ���) Lot A ; Q z w A CONCRETE MAINTENENCE BAND (N.I S.) i> L RV �R To G�T"AIl_ Ee -��Ef`T 3 w Q + N N i w ■ NOTE: O — _ - R FOR CONSTRUCTION DETAILS SEE SHEET 3 CO : m FOR CONSTRUCTION SPECIFICATIONS SEE SHEET 4 w■ K 24th E BOMANITE PAVING STREET , v, KEY u: 3 3 ��� DETAIL w■ 23 24 25 26 27 WPJ WPJ 04. 'N' SHEET NUMBER z S WPJ. J. c.WPJ. WPJ. 1'-0" .4LWPJ. WPJ. EJ. WPJ. 4 WPJ. 21.0" EJ. I - J ., ��. � �� �. > >, 5. 0° 11'-0 5 0,;� �1Z .�. _ 1 ``�, 0„ T -crd U �_ �� + + + 41_ON + + ___ 1>�LG l G� s 8 l f..f'[I�1 I G/� 1 + + 4 0 1 N + Y + WPJ. T (WPJ. WPJ. WPJ. IWPJ. `WPJ. u C DESCRIPTION OF REVISION DATER, 2 _p 1 M i C _ � I �s _ _ EJ.J lY,� RA �WPJ.J a yEJ. ` WPJ.J WPJ. J WPJ.J EJ'y �-WPJ� �WPJ.J �� s CITY OF NCHO CUCAMONGA ■ o 0 o BACK OF CURB TO ■ - - BACK OF CURB W 40, "It1_ " MEDIAN LAYOUT PLAN ■ (TYP.) FOR 155'-0M 100'-0" W INLAND EMPIRE TRAC 4380 PHASE 1 2401 2 9 e`*WD SCOP A CONCRETE MAINTENENCE BAND z �t t. gar;f 4.9APPROVED BY DATE �� ✓ -lam * CITY ENGINEER _ R.C.E. 2as�3 0' 10' 20' 40' . - q M.T.P. �.A�\rI�P i �'R RN..s+•oarsr.urnxxe+ s^+cnr •enr.s.+cP► TFfSE PLANS WERE ORtGNAUY PRFPARF� BY LAND PLAN �l1} o���r NORTH T.H.L. 3iLX} es "�A .�.Gi►�92Q26 f0� W►``F 2 OF 23 DESlC�1 GROUP (6/30/91) AND UPDATED BY FORMA (3/25/93) CKE CKf 0 R�,��sao-roo Dki NUJ. rKE a0 DATE — 2 oN5 ri - �-- WALL /FENCE MAY OCCUR • I I TROWEL FINISH CONCRETE HEADER - 1/2' RADIUS EXPOSED EDGES AND FINISH PER PLAN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE —CUL STONE VENEER 112x RADII _�*?NERS N P-ANT BED CROSSINGS) 16' OR 8" � - FINISH GRADE 11 J N I I I ..I I x 8 x 16 CONC. BLOCK Ft GRADE T A_ W/04 0 32O.C. VERT. AND - *�` 04 0 32" O.C. HORIZ. FINISH GRADE CULTURED E VENEER x SOLID GROUTED SEE DET 8* SHEET 3 ♦ , - 2CLR � -_ • e .� � � WRAP ENDS 2 COATS HOT MOP s W 1 .--_�►-�•�r - _ � 3 RE-BAR CONTINUOUS WATER PROOFING AND ,FYI REFER TO ENGINEERS _ I x �. ! _ UNLESS OTHERWISE INSTRUCTED) PROTECTION BOARD I GRADING PLAN - �++ PEA GRAVEL _ �D �.IO.o. _ lig " e _ D —FINISH GRADE p ` FILTER FA9RIC >` -- - '°� '�-, - � "c` PVC PERFORATE PIPE �i REgnR CONT. i �xl WITH FILTER SOCK f�l ;3'�t._ N. ,. .t, (, MI t ( . , . cm—COIF TE FOOTING 2- *4 CONT. - CITY MA fNED AREA PRIVATELY MAINTAINED AREA COMPACTED S BADE NOTE'S I,-6" L (PREPARE PER S • -"?URAL NOTE. I. �E 1/2� PREMOtDED EXPRNSION JOINT AT 20-0 O.C.ITYP), REFEp TO ENGINEER'S STREET IMPROVEMENT PLANS SOIL REPORT) PROVIDE SCORE_ JOINTS AT '0'-0~ O.C. AND 3/8" EXPANSION REFER TO ENGINEER'S STREET IMPROVEMENT PLANS �rVIDE pool JOINTS a-o oc(TYP) JOINTS AT 20'-0" O.C. SHEET # 2 OF 27 cor+cRETE HEADER TO OCCUR �TWEEN CITY AND PRIVATELY MAINTAINED AREAS. 2. 8• WIDE CONCRETE HEADER BETWEEN CITY - MAINTAINED TURF & GROUNDCOVER STANDARD PLAN SHEET # 2 OF 27 4.1111ROVIDE Ile Pi2EMOLDED EXPANSION JOINT WHERE ADJACENT TO WALL,CONT. AREAS & BETWEEN CITY - MAINTAINED TURF & PRIVATELY - MAINTAINED AREAS 528 SHEET 1 OF 1 MEANDERING WALL ELVATION MEANDERING WALL SECTION CONCRETE HEADER (AT PROJECT LIMIT LINES) (; MOWSTRIP / CONCRETE HEADER [� DEEP SCORE TOOL JOINT 4 WITH 1/2" RA US ALL EDGES INTEGRAL COLOR: "DRIFTWOOD BUFF' • 'T 0.1348 10 SOOVEIG INC.- PH (415)863-3908OBELOW. 4" 4'-4• 4" " PRECAST CONCRETE CAP _ EXP�ISION JOINT. SEE PLAN. PROVIDE 3 FELT SEE DETAIL "H" I PRECAST CONCRETE CAP 8 1/2 CAULKING TO MATCH CONCRETE COLOR CD PRECAST CONCRETE WEAKENED PLANE JOINT CULTURED STONE VENEERSEE DETAIL "}f" O 3 REBRR DOWELS (c3 12 QC. -� - - CULTURED ST ..NEER LINE ONE SIDE WRAPPED '�• SEE DETAIL "G" _ - -a-��C. i CULTURED STONE WALL Ll p -� —CULTURE UNE VENEER y -----J _n 8 x 8 X16 U. •. . I GPPATTERN DEPTH V2 PA _7� — 8 x C.M.U. IV 4" MIN X. 3 r t — COMPACTED SUBGRADE -- 1 - 1'-4" 2-4" I -4 ryr 1r - 6C6" 10/10 EWW MESH(CONTI9t!)QUS) NOTE M,qX -�-- --_,�.: STREET INSTALL PER MANUFACTURES SPECIFICATIONS. BULLETIN 313 ; II-87 - '. CURB -- - SLOPE MAX. MAY OCCUR m IL CONTRACTOR SHALL BE LICENSED BY BO"A.NITE TO INSTALL THE SWANITE I - — $�' -` ST CONCRETE CAP PATTERWD CONCRFTE PAVING SY�►TEM. SU83'IT SAMPLES OF PATI EN a I �� i .��� a' —FINIS = RADE INTEGRAL, COLORED COVCREZ E TO CITY FOR APPROklL PRIOR TO ?x , !/y - �� INSTALLATION. ( � - $�l AX " M CULTURED +nNE VENEER 2-O V _S I-C 4-0 ' 1247 1 . r ? S BOMACRON *•a' ;� f PATTERN: .Lf T SIDEWALK m a' Z • r - —CONCRETE FOOTIN •s S N MIO OR APPROVED EQUAL ASHLAR SLATE BOANITE CORPORATN 4" 4'-4" I 11 C l• t 81 EncuiA Avcnuc i Palo Ano CA 94301 am 1415) 321.0718 OR 6' -6" 24" BEN F. SMITH,INC. ���__ ._ —� EL MONTE. CA � REFER TO ENGINEER' TR MENT PLANS fHOP1E (818)444.2543 REFER TO ENGINEERS STREET IMPROVEM _NT PLANS REFER TO ENGINEERS STREET IMPROVEMENT PLANS S S EET IMPROVE SHEET # 2 OF 27 SHEET # 2 OF 27 SHEET # 2 OF 27 : a r BOMANITE PAVING - MEDIAN PAYiW4oYvR 24 wlop- MONUMENT PILASTERS ELEVATION MONUMENTAL PILASTERS - SECTION CAST STONE CAP DETAIL �EA I 1 D 6" CONCRETE HEADER rD_I 8" MOWSTRIP 03 ON 83'- 65'-0" 48'-6' r s .✓ 22 \ F ' MONUM NTAL PILAS E 5M 3'-6" ��(� R=8'-6' \ I j - ,,, ✓ `"3 Tl-ESE PLANS WERE ORIGINALLY PREPARED BY LAND PLAN R=8 1 A FOR A (3/25/93) /\IT ALIGN. - �k 1! Wi ZN Q T�� _ffiL%QL9 T E t3Y LA1VX a AQM IT A.I L 4 1/ • t h �� • - 8 MOWSTRIP W d.II • �� ��p a -I t''�l�L( DESCRIPTION OF REVISION DATE LI � ALIG � '9� �, ;• Q LL o�KDSCgp�, AtPR. M � p y o�� o �y� CITY OF RANCHO CUCAMONGA . . Coli' Pr�Vftl Mow -� Q 1 t'���rrENENG� I S It WAl L AND P o o �L ( paNd �1'` 0 IScS HO M S BY BUILDING D ) _ W '�'� 1 �qTF oQ� \ ^ r i i `a -- i i `fit i i [ _ - • �, - . TRACT 14 • 380 PHASE 1 23 - - � 'row _ � . - _ . • '. . _ ��� � _ 2�� _ _ _ o a APPROVED BY DATE s - CITY ENGINEER �/ R.C.E. 24953 • F.O. _ -r - -A I F SIGNS tw GIeArtm C OK �,L_ A�CGO t7-Ts 4j BDvEp DEsl�r� Q �E CG�,��� _ CONCRETE WALK D M Gt � V,.H�� 4:cw�rrc-�21; MP 1 ` SEE CIVIL ENGINEERING PLAN t��.�N• p t� IIII i 1,L f•1C?r P 77-C. 'NL' T . 24th STREET 3��zc. r�+c�o ��F�o eo'� a��v� � ?b 114 �,� REFER TO SHEET 18 FOR THIS AREA. _ TL � a�� T� TOP of �.lY t�Rasc�.p�: y..� .w� �•.P���5i� ; 3 of 23� _ _ CONC. HEADER & MOWSTRIPS LAYOUT I MOWSTRIP & MONUMENTAL PILASTER LAYOUT 4" THICK MULCH DETAIL - AT MEDIAN K -9+1445 07 ` �`' - 145"� g+1-49 s-opo� 4TE [C _ SHE_El .j�z,1OF c!�ZSEJEL1 S CULTUREQ,STONI_aP€C_IFI ATI N� S. �p}fca0l�,$#1tQ9tS1[: Apply Rm►ds�b for plant materials r detcrtbed in the S. btllss[: Totally orgonic subrtonee, sspplie In powder frost and at 10- All trees are to be located ten feet from any light standard, power pole, or reinforced concrete 1. CORONADO-BROWN TENNESSEE LEDGE following hear 90% of which is 92% pure muciloid derived from ground plantago ova a► five feet from any drive approach, fire hydrant, or underground structure (e.g.. catch basins UILS), AVAILABLE FROM: ies+laris bush. Stabilizer shall be water-soluble, sex+-toxir hydrorhilic surd and 1K41E& feet from any meter per City Standard 516 1. Hottw QI - Latest editlort, Balky Horatorium, Cornell University. shall sot inhiblt gerwina loe. _NERAL SPECIFICATIONS SEPULVEDA BUILDING MATERIALS S milaw to 'Beolory Controls M-Wndirr' a distributed by Stover C misTway, _ (213) 217-0134 Los Angeles, California, or equal approved by City Reprerr-r+tatfve prior to (619) 328-3614 twee by Contnvtot 11. Areas to receive hydroseeded turf shall be as delineated on the Drawings. 1. S ly all work and materials, appliances, tools, equfpntent, facilities, (714) 582-7500 C. -Mld-ISRF trap• Hon and services accessary for performing all operations of the 2.03 CHP.MTCALADDrTTVFS A. Turf Seed •LanAac. Isstallatlon' r identified in corntructkm documents. The Contractor 2. INSTALL PER MANUFACTURER'S SPECIFICATIONS 1. City reserves the right b take and analyze samples d aatertat fbr shall awnt a qualified supervisor on the site at all times during cortxtructlon eomformity to specifications at any time. Contractor shall furntsh A. Refer b Soil Preperstfext Section 02920, 2.03.2.04. 1. Fresh, clean, new crop seed of the follow! rieties mixed with the proportions as +ugh cwwv rnu_ d pick-up arm PLANTING SPECIFICATIONS mornlee upon request by City. shown. 2. All eonotroetlo. dolt ie eatforssrrat with ettrrett local building codes, permit eJQJ . - . __,_.._ 2. Remove retested matrttalt latmedlstely from the dte at Cootrsct e 9 2.04 WATER: potable water a hrsi•a•er! b Owens. Contractor shalt tramrp+ott a Seed Mix of the follow! st the rate of 9 I 1,000 ft �I1.Pi�FPA.itA1lS?[��.li?-AAGiCFfJ.L ngt*i+ed n4 . per sq. requi►rr.--rtes WA star he said safety reTrfret*ener expense. Cost of tesom of materials not meeting speslncotions shall 1'ad by Contractor. 2.03 SLURRY MIX OOMPONENT3 PER ACS 1. Refer b t3eerrrl fpee#ftrettnn ew sate abset NAME SEED MIX lbs/1,000 Sq. FL 3. Prior to wbr±+tttfmg bid, tz sits and the coix"ons thereof. ro °Q^ 2. L 4. Ptoeeet his woe! sed hs City's eons damage a a result d thio work.. �f't �''r shah se" ptasrthrg • auras b depot d 6' 1.03 KARAITTALS and remove an rocks 2' and greet" from the surface at the conclusion of fine A �4gtld Rebel Tall Fescu 4.05 a Apache Fe a 4.05 grading Operatirxa. Csrtr ooevw dues toll prop all was with the following rates per A. l�St Dat;: Submit sa rmf*cturen' Drente! and laboratory analytical data S. Apply and pay for •■ permits tequfred for d the work. 1,000 square feet d area Fos" } C�� C� Qr,1l.Y. for the [oii� D. jIIiffiI: The slxwe coetp•encnttr and quantttles este approtrfhmsee and sats for oral 9.00 tng items. SEE PUItfiTTVG NOTES A-34 .grass .90 6. The Coebattor shall carry wotirmon's eosrpensat btk liability and property 6 cab. yards nibm� ottred .0Awe��d rdtw �I I. Sued mix(es) dasr+a;e issatt*ar+cre required by the CIty. 13 pounds 12.12-12 NM cor i.w.ctal nerd" rr bidding purpoa!s only. Folkrrtng an on site will •ntfvsbs by as approved 10 pourvrs urea rormaf yshyde 2. Orgattk Anren,%w nts Sods and Plant Lebo wry (peovidcd by Contractor), mmperrftlen Of Slurry 7. AD spedficattexa and tnstslfstlraru stall conform to the detsfts legends mix may change. Submit propctord mix to City for approval. Contract price 12. Hydro Mix: g. Thee noses shall be used in eoedonrtM+sr wth the plana and any nt'fet scam 3. ilnekftt for pant pits sham be: 3. Fertilizer will be adjusted accordingly. S eels be brought to the atorntinn of the City. 6 parts by vohrrme omake tot (Free of rocks 2' In tfleanelrr or greater) 4. Mulch 2.06 HYDRAULIC BQUTPi 1MT 684-0436 11. The drawtr+ seal fteatbns t lits flabihed structure. All Dr 4 p� by volume_ nitrolireA red,rood srwdrsst ifs Ree RPTef� U 1 poemd per cubic yard of mix 12-12-12 NPK commercial ferttlim S. Som Stabilizer A. Cantac9or shat use • oonrnrerca! type f�fydro-Seeder for the application d r � Genus Species temporary supports, shoring, etc., is the We responsibility Of the contract 2 potmdr per cubic yard of six !tort sulfate slurry. Equipme►t shall have a built-in agf etk-m system with an oprnting Obs-rvattoet visits to the job site by the City's Representative do not include6. Wood Fiber and Stot0hier ease n caparity tufficirnt b agitate, suspend and hnmogenenusly mix slurry. 6 Alyssum C.O.S. 1 pound per cab!- yard d urea fora+a4lehyde -� �+do baspeYtioa of eorm"ctlon methods and safety conditkuu at the worksite These 10 Gazania visits shall not be cora0rued as eontintvvm and detailed uvTor-ctlow. ` •. Submit d leberetr.+ry teat dots for review and •urptoniev a. Distribution lines dull be large onengh to prevent Mopp:ge and to po'o� 2 Achillea Millefolium 4. The above soD nnr+tAe+ntts for tog preperatkxt and bectAD ars far biding pvtpoeea �_1�9t>II' only. The Contractor shall have one composite agricultural suitability test even dotHh!tion of the slurry over the ground. The pump Bust be capable of 5 Acacia Redolens 10. Desfsa, anorrtals, egvfrenents and prod" other than those deaertbed below or performed by an appmved sons laboratory and incorporate the mules of the teat 1.04 WORK SCHIFTRTLE: Proceed with the work an rapldfy as the site beeoetea available. exerting up to 130 pct at the nozzle. indicated on the drawrtngs may be consiel red for use. provided prior approval In into the son prrparstlon consistent with normal sea%xmal llmftstforu for planting work. obtained from the City, and the appW-ohip governing code authority. C. The slurry tank shad bore a miriMrtim capochy of 1,000 ganom sham 23 Total pounds per acre 11. Cowtfitk+ns not oDeCiAcaM shown sfalf >K mmetroetaA siseffar b the detalllt for Ow plane�bt gridfmg• An planting areas shell be graded to a smooth, even and uniform 1.03 PRODUCT HANDLM AND SMRAGE mounted on a traveling unit which will place the slurry spray sozzks within sufficient prortmlty to the areas to be ¢ "'Ne PRODUCT RATE plans with no abrupt change in surface. Contactor shall astvre that all areas have uniform dirMbutlnn NN+�wtt ws�ar. resp­tive mat-rials. poaefttve drainage, no free stww9l*hg water or puddling is permitted. A. lbtntsh standard products in mamsfactnrer't standard container bearing anal lands ahowefn quantity, Fertiizer 16-6-8 218 lbs./ac.orifi g q ty, snatysb and name d momrfscturer. CONSTRUCTION SPECIFICATIONS PART 3- Tackifier: 'M' Binder 150 lbs./ac. AXI:LQISOVKa_CQ r» D. Store produces wttt plater on from weather or other condldortt told, won daunag- a impetr the dfecttverrna d the product. Mulch: Cellulose Type 2000 bs.lac Lffm 6. The Con . shall verify all plant maerrtal quorhtits ties prior to battattom Phmt 3.01 GENIFRAL, 1. Refer In, Dene, Spedfleatlinnot an >ilt suet- material qurn 'es noted for convenience of Contractor. Contractor shall be 1.06 MATNTINANM A. Apply hydrornAd pbrrth In 00-he pian. reepcxvible for Tung intent of drawings and shalt supply quantity drawn or The above fertilizer,tackifiet and nxilch rates are for bidding only'. 2. Al dour-eakw are take from ince of wall, curb foo., edge of paving or hoed Hard, whichever is -ter. Submit documentation within nfteen (13) days after A. ;t s S. days after d ff ahatf-`.xr xvwithin fonroeen (14) akYhAar Final rates determined per recommendation of agracuftual sok report. award d contract that cant •eteriala have been ordered. Photograph and siza da copi^L aL1-�n otheTw•ir noatd on plat+ d all tree. 24' box and fin shall be tent to the City within IS days of award d 1. Contfnueusly maintain each portion d bydr^oesulofied areas after Y' aper Dorm- inn h grading b any area. V event of bees weather cumuli -�-�rt�r+vr may direct drat hydrerern+iclt and fabric Nae: 3. Costes for const all dfmsrt.trx+a, tr•r++rfng t1otto and due conditions before the contrast. AD plants shall approved by the City's Representative prior to installation, during progress of work, and for a period of 160 days be t­d Contractor shag adjust watering schedule as needed after germanation, starting wort City Ineriector shall be notified isam-citatciy of any discrepenciea our installation after oomrl-tlon ofd +4n wort unto Final Acceptance. pie+.. g T1Oh<y during establishment and prior to acceptance by city. pop-NIP deticlrnc-ire. All turn to wen om and curve to tangent liner shall be neat, 3 02 90111L PRFA Win, ssanntt and usrtifort 7. Plants shall be ncnrrygrown Its somdo, with good herticuftrrral prsettaes under 2. Mafntenattce of hydroa*eleloed areas shall consist d fertilftfns, climactic conditions similar to those of p rent for at least two years unless watering, ropetr of W ..or!- and reseeding as nec-mry to soah"A a 4. Co>tsuaruhr salt verify location d d utfitfes prior to eoreatrutdon and stag bs otherw•4ar specifically authorized. Plana shol symmetrical. typical for variety anlfortr or satlsfsev" stand d the spedned grave-s. Arras and parr A. Preperstias. beim 9a1oo for il damages alio o and specter: sound, healthy, vigorous. and fm f rsnt dlsraa!, inserts and their d areas whist fail to shirm a uniform or satfsfactory stand d grana for eggs: and shall have healthy normal root systems, n r their containers, but act any roaa-onr shall be exceeded until all areas are covered to the 3.03 3'ARATTON AND APPLJCATtON 3. Cont actor shat note and Install sfeeve locatinms show on k igatlon plats and root bound, sWsfartlne of the City. Mulch reseeded areas with 1/g• of specified ft0>lrtttf9II: All assay prepro- tate place on tee lob also. X E R I S C A P E ASSESSMENT SYSTEM SUMMARY drafnrrnes on gearing plants. 8. The City reserves the right to refect any plant material on -cox meeting the poet Ones. above requirete-"tut 3. Frosuxt new phtnling area agsr*+n+t damage d all Undo for Owl atlea d 1. Add water to use lank when the engine t •t ball throttle. When ifs �E t I water level has reached the height d the agitator shaft good re- I - mairtrmance period. K any plana become damaged or injured, POINTS REFERENCE= f. Exact locations d dl tress and shrubs shall be sero from City's drz=ul*tt-err assn be at*bliahrrd and seed shah be aMeA CLAIMED Sheet N/Rcf. fl ty� fauma�tr t-9y npArt such da+•�n b use Landscape Architect and City. O � � 1. Conform 0t AQ 319-77 'Ruf"MIr Code Requirements for Refrhferced Concrete' and Represe"tative prior b excavation of pits. Plant all trees 101 higher the 2. Fertiffut!r shat users be .dried, tofic+wa+A by the mulch. The sstrkit steal! 1. LANDSCAPE (Point Value] ASTM C-94 •Spedfkvttnm for Reedy-Mixed Coecrew'. mrrounAins toll. The City reserves the right to relocate all plana on site 1 " 4. AN pbsmtlrag •rear shot be weed-tree dnrhtg the entire ■tfntensnoe only be tibe added e mlsture after hwed ed and wiles the tank is at mattrm, Provide 48 burrs nod" for City to locate materials period, 7W act d c an accepted e-k-rf, or mans bast 1/3 tU►rd with water.manual weed comaIn 1. Water conserving P [ ] Sheet 23 lants. 20 20 See Plant Legend 2. Cooerete footimp, besr<Mrt, Vow Am Is walk and pffasre ten shall boa miniwvu tie opt#^+tt d tee Cow-artnr. aonrt+reewov strength d 2.000 p inids at 2s days. Wnim,usr slump t I inch. 10. - See • ���. _ �� •--� .. Ttls 1100 � 1110"o-Rao" Pei 3, The mine ,ltrottle alvt be � ,p fall speed when � Uwk � bite 2. Turf limited co 2596 (4596 restdentlal.[20] 20 Pty.'s SheetheetLandscape VA­ Maxim m slaw" is 4 Webot for walk, cottsrnn and fontlras. 3 Madw for dabs sad tilled with water. AN the mulch shall be added by the thus tie tank In pfe-CA0 itea". n� rbcs and reso-ve hone or wake re secure to the �» 213 to V4 fuIL. spraying than commence nmme•Aiat�ety when the tank 3. Plants grouped by watering need.[10] 10 Sheets 15 Thru 22 11. After pia g sspRrirrt. 1. As anon a am piantlhrgs are oo0rplrted per ct Docvs•eots, a preliminary review shall be held b determi the condition d Ilse is tun. 3. Provid+r ooehrreie wort list dos net devisor Prom esabHsMtrei Imes. grades and iri°' or settle aerocarrer �"�`-n.� or approved "Us]. preliminary HardscapC (non-irrigated) surfaces.[10] 10 SheFts 15 Thru 22 dimemrions beyorA the tolerance limits listed for concrete construction iswwk' •Rer�^rs4-d Prac-tkx for Corh�aetr Fortn•rort (ACI 34')7'. 12. Testing: Tots! dni+tage d S pleat pits iderrttlled in Aeld by City's Representative by S. eIIIIllSgtf4R' �� d bydronrafchfng equipment shall roa be Moghty }[icing with we" twice in ssccestion. Notify City's Rep+ee-nt►tive of conditieru 2. 981IM It a wfittem vgftst to the C: r%40*;ft as butt five (5) 04Krlrn<-rd in 1Yt type of aWke6nn 5. Permeable paving.[S] 0 4. Prvtr+ct tkehty deposit, comet, from premature drykhg and excessively bot or cold where retentfoe of water to planting beds occurs for more than twenty-four (24) working days prier to sntiri aur of review 1. Obtalm approval of bydrore•s*ulch apreparstlae from due City See Planting Notes smormereravea for the petind of tisnr . r_ereaary to lite hydrttlon ssr of the cest aM the hours.d the �� 3. The Igo day Yahror* Period begins ifs date a wrAlcb lbs * prim to � �' 6. Low-water turf vaf7CileS.[5] #11 Sheet 4 �� 13. Plow issbarrilirm r did only allowed by w IM11 *MOW from tie CRY. C:vr It'p"e"e"'"`' -r a letter at Prelfmfnary Acreptono'r to Ile 2 Apply tpedfled slurry x be a sweeping motion to Corsa a untform 7. Mulch provided in non-ground cover areas.(5] 5 See Planting Notes S. All (S.L.) toorvaem sW be IN alts depth d p0vtag- Contnctc+r. rias at the sperdned rote. #9 Sheet 4 8. Soil amendments.[$] 5 9VARA?f=AND MA 1.07 FINAL AC'CMA Note #2 Note Planting Spec-'s Sheet 3. 3.Keep bydroemk�lhfirtl w1Mbr dsantrrr*ted areas mad keep from contact 15. Perform all sefiov"oeer this btstrrs metuslly agreed opts betwom City and A. Mort by am City spew norwamy eorI*tkn of as waft. with other plant met-fish Total Points Claimed: 70 ORA11x14Ct SP'EtTFK'-ATIOM Contractor. Incl- i r-S mwrnihe -w g�dbut exclusive d repiactment d plant [Minimum Points RCquirrd: 60] 4. Do not tine Bre w urry mixtuMa dt bnot been applied Mdtfn 4 ban rs 16. Work fora dad be proses, at ole pro}trt da ea bast coos a weak mad a alien r d mixing. Promr4ly reemeve from the site. 1. Refer to 0enrrd SpeetAcrOnna recessessay b perform tpectfkd ■sfntns"ea V accordance with don approved Sssb+a-tt • written rugtre+a► to for rMew for Final Acceptance at least fMs 2. For sit? greding see Cion farweer's pleats. mninte-norwo wh-1ule (3) wortfng days prior to antic! Pins] Review date. S. AAar applt-ar!_toa, us Oowtsrtx shall no operate Duty m"'a"'t ever tut hydros-„I­%-,%J use, II. IRRIGATION[Point Value] 17. Proa•ctfnn: Prow an phsi ting area from dwoole of all kinds trona beN"T"S of C. Fhssl Accepts" Data Is rte date on the City issues a Leith of Plnd See irrigation Legend rn• 3. Prior to sat-lith S bid, exise the she and the condttlrnu hereoor f. Contractor Is wt until Nast Aeerp ewv. Maintenance includes ten r".ary protretkNn fences. Aaxptrnce. Ups Proal Asx T**nce, the �y win asume, resg Nlfly 3.04 CLIJ►NiJP 1. Low gallonage irrigation system.(20] 20 Sheet 7 r spona+hle b provide All or res--nm cut, if required. to provi le Onisit grades per the bark» and signs a requi*ed for prof-6on. for snaintrnRnrr of OW wort- See Irft ation Legend plans. A. Keep am seer d work trees, met and aidedy at allstonee Keep @11 payed 2. Automatic COntroller.[20] 20 Sheet 1 t. Maintensnre shat inctode all wowtng, ferd"rig, weed coi 0 . series and edging and phntiag areae deem during planting and maintenance operatkxn. 4. Prior in eortstnvr6m, Cone for shat verify at Willy locations, existing drainage d lawn,, pruning, ser wal d d spent riosIcrs, general clean up and removal d 1.09 WARRANTY Pt=y AND 3. Designed to water plants by watering needs.[10] 10 See Irrigation Plan structtme, street improves+,-ora, and Mish floor elsvationa Notify the City debris nece*•sry to kerp the p o#ect siM seat and all plant materials healthy and S. Iveeliatrly after •ppifcadar, ttoroughly was o([ any plant metertaft, heel 8 & Plant. Inspector iahm•r•ifatefy upon any dle- epo ries, and prior to begimning wort yt( �{e� JRV j � J tin arra. red areas, or tenet and walk rod intended b receive Ian Sheet 18 thriving A. : 1rPF�N'f T}�rT sM.l, � � tom' s P• rot 4. Soil moisture SCnsorS.[10] 10 See Irrigation Legend S. Comnector stall have a profroolonat quaffty Irarnit tripod and rod on site at all 19. Mow Irwas warn they react 2 IR' high. CIF�OATFt 1x((0 N pe, FROM Pp.�(I OF F{Pl�.(, �r*Y mcx. � during he course d grins and cortrtructloo until � l"o Sheet 8 Irrigation Plan C. Cion op and ressM►we d deMirrtnee star-*ti•fs and debrbe Prom oft otmere west 5. Rain SenSOfS.[5] 0 Sheet 5 Thru 10. R. Warranty powtt and eorerofr of bytlres*t*tch pltmttrts to the eRuct that 100 ease prior to Nna! Aa•oe+we b due so&fwtinrr of due City lnrf-ct+r. 6. AD sitvsttnra. and corttnui we indicated at the firth! surface soil d w•>l. n with bed planting after ors! 6. Wind sensors.[5] 0 ( bP d the arse ted will be oover�ecf wi spot pia sp-Yi pies g growrtrrs , PLANTING NOTES 7. Sensitive to slope factors.[5] 5 See Irrigation Plan etc. . •arses+ N so rr tpor. Wees or one 7. AN fbOA grades tm plea ft rear shall be 1' below adtseent peving surface unlew 21 C�optr nrtoorr dress guartn+�biiw��f corer � seen for 180 af►x Y' C. Caetrarorx int make s aeeeesr* or turd apphcatlom d specified Aydronroklt -'"�- Sheets 5 Thru 10. noted othervet"e. Anal scout*neer. Contractor sur] reo-e an Otte not in a vtgcretr•. thriving planting to ban areas not owtfms mpecinee coverage a dete-fried by the 8. Reclaimed or recycled water.[5] 0 cotw"ons. on aertlfk*dom by he City's -rive. City. Perform rept•nHns within one year of initial application and within 1. Contractor shat)be responsible for planting of all plant mahxial per Details and Specifications. I. Where waft meets driveway or existi is City aide vW_ he joint dtall be flush each Ffteer (13) cak++r for days d notinratlon by City to replant. way. Drttrew•ay gravean shall prevail d wait Stell ramp at maximum 8% canal-trope, 22. Al creat between pinata. MdodlIng bad shall be weed free. aE� PPlantquantity in legend is for purpose of estimating only and is not guaranteed. Contractor span Total Points laimcd: 65 � D. All delays t. eoarrIetion d planting opentlora which extends the planting check Drawings and verity locations and spacing and shall supply quant! to fulfill intent of 23. Use only reco-n-6M and t9 herwidew b control weed tib Into more than one planting season shall extend the Warranty Period �` [Minimum Points Required: 60] swings. 9. Coempect tee tap 6 ins d inches arkth If sobtrade to 1011 in paving arean: where correspcxrAtngly, addituwW fill is siarn tied in planting arras, comrpe<t fill 10 331i. 24. Continually monitor he ation systems to verify that they we snore log property a designed chi program adjustments required by changing fie►d !. Ca�wettrw sham not be held ralwo-alhle for dtlhtres dux to negket by Qty a 3. Conti shall De responsible four notifying lite dry in advance for the btlowing inspections and �NQ$C�p Q 10. Once smooth all pbntlng arses ager will preparation, and tot] fettled ht eooditions varelel" daring Warrar+tr Period wort such ccxtditkrets b City in wrftftg. observat meetings, according to the time Indicated. corim"e Bins has been compkted and toil bas been &rwyKithly water settled in such • manner *ad thene i m sa standing water fA y planting cress A. Pie-fob ferertce- S days. 25. Piswe+ht an wbm& ol• b@Pdfns waft, by beh""Ang ole throttle oxxttrd an � 1 1. Larissa he - eontroi wont and � adjust*.-rot screw on the sprinkler heels Do not PAR 2 - WATIFFIALs b. At oompleti rr(finish been laid -72 hours. epe CoOtrwrtor slap be resSxxesll+le for removing d rocks 2' and grater in C. When headers ve been laid out before instaftatian-72 hours. size from the surfers at he eonchrrinn of Arse gnAing Opel drKu. Contactor sham ' •a , r tr�r ar�r++a arra �- 3.01 SPl.0 MTX: Arses b r0crrlve corer shat be r deitnreted on cls d. When shrubs an are spaced for planting but before (holes arteaxcntvaeed-72 hours. -4 legally disloose d rocks at so addftinnal cost to Owen ar City. 2 Mab,monee: " be tom!wd rte eoettrwkx for d 190 A Rid e. At pre-maintenance i tion - 5 days. Laeeienat+4r� by period Drawings. I. At final inspection- 5 da days, m*fntrn*rare perk+A dhan begs only atter 00 watt ide-ntffled In the. drswtnp ° * , d grades for natural nmwff of _0991 withex►t low suets or pockets. and opecifkatinm is ooenntn.-d and after a presalntrnonev inr�tloo has been PLANS WERE OR1C�IiVALLY PREPARED 8Y LAND PLAN 12. Provide A. ¢Qvft�4�i-.;!!!�� 4. The City shall review and approve al ant material prior b planting. Submit photographs from Accurately tet flow tine Vw-i" at 1% mlo0worna. gradient in turf, scrub and ground perforr-4 by the City's rer-r-erative. Nursery for all trees 15 gallon size and g ^r. ��c O a fa cover arenleaf otserwue not.-3 os Eh-r rja. Connew crop is responsible for I. Predt. deme. trop teed d he following vorktks mixed in the OF CAL 91 F (3/25/93) owrrrtng that pnaittve drwfnare exists on sir. No smnriin f water stall be permitted. 27. Keep all areas of wart des, user mW code ily at 90 to". Clean up and rttatat•h■e all prop rlimry a thcmr on the Tierra. S. Location approval of trees and shrubs shall be +red from the City Inspector prior b excavation of AND U D Y L-�NT_Ex 13. Finish sort! be ssnc+dt, lwea and ow a asitorm she and sham meet existing ddeterk+ta• matrriaf* ant' M1�tr from use ostf.e wort ears to 1be satl�a�•t�ar d the grarks pie Qty's Rep-c¢-,-t-ttve. pits. - paving srfa+xrr evenly w►Idr no abrupt changes d surface. Sk+pe uniformly txtween 2. Seed chs# be mixed by deetsr. Purrhidt dato+e'r para*ta*d tta+Mr*set d IzEV15EP I2fZlGc TIcN vo cueta �`r >S•B ooenrw+sritl•+r, slrtt" and peromtage of purity and grrool-Sexy of Doe* 6. Upon completion of installation, a maintenance prior of (1 hundred and eighty days Is required given :pet elevetks+a AN areas shat! be true to grade within i inch. Plow lines in IDMINIOWLCH D COM PLANTM varietyto Latr�ca Archltect. or to final acceptance of the work Iawm that" not spm a !,rales but shall appear r ioccrnq icvous a por-ohle. roe pitby the City of Rancho scourges. Maintenance shall include CIT mowing, weeding, irrigation, pruning, raising tree root balls wh+ �'tie below grade, fertilizing and DESCRIPTION OF REVISION DATE /IPPR. 1.01 SOD" 3. Df+tribworr S R S Seeds applying such sprays are as necessary for proper care and upkcrr, aintenance also includes all 14. Submit In writing all mods or drainage eondt"ons coetsid--red detrimental growthP.O. box 1275 repairs, replacement, cleaning and adjusting necessary to keep the irng ^nsystem in good working CITY O F RANCHO C U CA M O N GA d plant materlsls. Starts 000dftino and submit propvtal and cos Imate for oorrccting pprsAitlnre A. jgyt : ilevlrw 11e Oeeerd Costrut Comet and DfvMhn (SO!) 684-0436 6 93013 order with broiler coverage. One, Cierf-rsd Regvtretrterrnr, whicli corrt*fn Info!wA."nr+ anal req rota rut I3. Unkw noted otherwise on port, wen drains that be 6' basin with plostk 'vlctrrr' Landscape Maintenance Period grate a sups4lesi by Notional Drain Supply or a equal. except a noted a Ifo >I �. 2.02 OROAW AMFXD0I?MS 180 days - See specifications, sheet CONSTRUCT I 0 N/PLAN I N G '• ����� �'°�` °°'� °°�` �`��� 00��• r SPECIFICATIONS plan. sir-m-r and as en:htrii h drorentdt turf. � Y A. Mk1C)1: Oreear-eolrzred Alxotrr, wood oxDucame mulch oontahtfng so grows T. Install root barriers on trees next to curb and sidewalk areas. Canters d trees within 5 feet Ila, 16. Drainage pipe stat be 4' dlw-for NDS fn. pipe and dull leve a mimmu or crninatin"Anhibfti.n factors. It shall be manufactured in such manner walks, curbs or other potentially root-damaged hardscape shall be installed with �f'�'R�'D Ct7h�� cover d 4' and a mirth-vse dop! d 1 coordinate instp-chert+ with sty prior C. l�f#4.4 work in Of a smoerts_ The [otl-wing ilrrrhm d meoef�eted west we g g iq be-IrM. Isdtinl bw-iftnl aver ptpK it be free and clear d all rocs. inclue-d in oth-t sr-tvew of thea- mprcfncations: het slier roved and agk, fibers in sorry tanks with f will er, ural, ,rater and containers. Prior t0 backfilling treE pits orontracto shall have r 3 i I I i � i __ I'V I I i other approved aAAitivea, Oben to the material will become tlafforatly O,,,,,tg sopr•ie_ to fors, a horw-wgrne+otrr durry: and that, when hydraulka@y sprayed a. Install arbor guard on tree trunks in turf areas. Q ,& TRACT 14380 PHASE 1 17. The Oemtrtieorx stall be for tom*+ge e0nsoroctlon backM? and trench irrigation System• on the ground, the mat-rind will former a blotter-like groand cover hatme%n►trd eonrf+artlon. B -IrAll -rtaI behind ret Wng wtTls and for drainage structures and Lamina and Ont"e with se uniformly with and which, alter application. will allow he abe-T630 9. Use a coarse grind stxedded mulch, 4' thick under ll shrubs - sut»ito sar+µoif to c 4 i� aPr>Itrval psi - d mofesure and albw ralntatl to petenlote to the underlying mod. to purchasing Do not use redwood bark or bark ns. I - plums to be am eve and free fres• organic shatter, deleterious subetsnces, and Tree. Shrubs, vtha and Orm"d Coven Gf•vdinQ operatlbns shell accommodate hreddeQ mulch APPROVED BY DAT E /G- OX oomtafnfng trruh over 2• is gmtrrat dlmrnrina. 1.02 QUAIITYAS<l1RANC! 1. Supplfe, sham be prepared to certify that laboratory and Feld testins CITY ENGINEER R.C.E. 24953 1111. sham be Am sbe coordinated Nth true installation d their product has been accomMished, and that it ow all d the Suggested Approved Source �.�Llllre�telrfr>✓Atettu�i; C.ertifkaM d hkaiw'doe r0grrir0d by fore'ftnt"S +equlrerrwnes fDESIGN �pY � ' Blue ribbon Landscape Products �, ILhNO�/tt'� h¢c`lf 1TEiT'UtE• MP Q r� k I•t E C C>M k!E NIA,E �� A. low tar trar*=­,teK - slrprl acc,-,P•f,,-try invoie for Shipp-rot of saedo Flk i obPtr+ d eertitt-arws Nut L.mv't" !- Archit"t after accet+tww d vtrrial. 2. 1fYelgnt speeiflcstlont d this material from suppliers, and for all Oraruge, California PLMt(6 Z (,4 _ Insp+rctiv by Pc�c-tai a Sete Ckivrrn>•-n+a a place of graertb does nes apple-seines, shall refer only b air dry weight d the fiber material. Phone: (714) 633-36M 1�Z6 RN•ttRD Vt1=.1G ep rZb(S Ej ,� N S/(EE1 q =l '-i¢"fru cam. �Z 67 T L Absolute sir dry Wright b b+te!d on the normal standards d he .t,1,,e,L' 4`t3� C-'lo6 4 OF 23*Z precrt+de re}r•^tP+a d plr+ar M prof,-+ site. Technical Asr+ciaHon of the Pulp and Paper Industry for wood eolfulner and is conelred equivalent to 10% aroimwe. Pesch package of the ath)kre! Aber sus be marked by he manufacturer to show he N W dry weight oxsnt►nl C h E L K E C} � .- , _ U F'S/�,N4'I ht Ca • DATE FILE NO / 413S_ SfiLL i � j ) SfiL1S ,­O•e Norte PI•cs------ --- -- --._ - -. - - ------ ----- -- T GENERAL LEGEND SPRINi�LER EAD LEG ND a °` 1B tis SYMBOLS DESCRIPTIONS MANUFACTURER 8 PAF^ NO. REFERENCE SYMBOL ARC RA TRJ DESCRIPTION PSI GPM MFG. BODY NO2. REFERENCE SCREEN y PpC. POINT Uf G(k 11�I CTKXJ SFEGfK ATIIY� IV `i0` 6 5 5` FLAI SHRUBHEAD 30 0.40 RA-INhIIIDWAi 1801 6UPLI ULIAIL NO. 1 PGS-040 �o � 67 � /�� 76 7y�i � �- PRESSURE SUPPLY LINES L SIZE 2-12'&LGR CLASS 315 P.V.C. SPECIFICATION 180' 8' 5 5•FLAT SHRUB HEAD 30 0.80 RA1NfVRD SAM 1812 8H-FLT DETAIL NO.7 PCS-090 T ��, 5�,,";,I `,)''<• .� 66 Gvt� \�76 „ G, 'Z / O 90• 10' 15 LOW ANGLE SHRUB H 30 0.40 RAINBIRD SAAR 1812 100 LA DETAIL N0.7 PCS-040 _ d �" (.5 +2 _ 70 PRESSURE SUPPLY LINES d SIZE 2 &SUL SCHEDULE 40 P.V.C. SPECIFICATIC!N 1v,y 6+ s 180° 10' 15 LOW ANGLE SHRUB 30 0.80 RAiVBIRD SAM 1812 1OH-LA DETAIL NO.7 PCS-090 = r I I 1 74 NON-PRESSURE LINES 8 SIZE SCHEDULE 40 PVC SPECIFICATION v \ ,e 7, �6 P 0 360• 10' 15 LOW ANGLE SHRUB H 30 1.60 RAINBIRD SAM 1812 1 OF-LA DETAIL N0.7 PCS-175 �� ,s0r i l _i 8 62 -- SLEEVES F PIPE OR WIRES SCHEDULE40 r -_ F ' P lAe1P PUMP N0 I CJ:TAJL N0.9 /` PUMP 2 - F �C{X�(d0/v(Of 2 I �� Ca,mei Kens D•�e i .o - •„ '2, CONTROLLER SEQUENCE / N, C, a � r-N-1 2-1111 GALLONS PER MINUTE _ 1� REMOTE CONTROL VALVE SIZE 1 +� Er -32 32-Mtn W/AWT Iafim .o c i ) - ;., t AUiCWATIC CONTROLLERS CALSENSE DETAIL NO. 1,11 _ C),,,,. ; 1 • DETAIL NO.2 _ Deos Bas ^ ! - I.. r -- �Tr � n �. » REMOTE CONTROL VALVES RAJNBIRD EF8-CPPj%-1$Ww 2 T T T .� 24 NORTH CUICK COUPLING VALVES RAIN BIRD 334�r�NP(�YI'3d DETAIL NO.3 - 11 GI E!E 1Cl l I I I M )'A (n � 39 X806-.. +SSSS- OF T� �-F2f►- - ( BACKFLOW PREVENTION ASSEMBLY FEBC0 825Y W/C,0VF_IL' 'A�eC-Q#SAL- DETAIL NO.4 - - 180° 5' 0 STREAM BUBBLER HE 30 1.00 RIUNBIRD SAM 181Q 5H-B DETAIL NO PCS-060 PROJECT LI 241h Str•et - 254GATE VALVES--LINE SIZE """�-==�+� W4TT��E5403-�T- DETAIL NO.S MIT LINE MASTER VALVE };AL +A- x� 11 ¢�� 'NCO W-0 DETAIL NO.8 KEY M A P ® EfifzILDIN'NT��g4bE FLOW SEN CAL SENSE 22GP DETAIL NO.8 T.0 62.3 © ELECTRICAL PEDESTAL ST ONG BO W. Sb-Z4 SS/1,20V DETAIL NO, 1,11 t o •�-...�.�..�..�•�..........�.�• r I ✓ Ir, � 90 15 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 15 0 DETAIL NO.7 S- .�.�••���'�'�' O P C 090 DOMESTIC PIPING BRA S CIFICATION K © �/ 180° 15 30 STANDARD SHRUB HEAD 30 1.85 RAINBIRD SAM 1812 15 H DETAIL NO, 7 PCS-175 / : 'IP Fd_!QTE ,ONTRtk vALv SS REG TYP tvl)NPIRD E P-PRSJE TAIL ND 2 �(' 360° 15 30 STANDARD SHRUB HEAD 30 3.70 RAINSIRD SAM 1812 15 F DETAIL NO.7 PCS-370 I k +V DEa10TES SPRING CHECK VALVE RISER SIZE VALCON ADV • • DENOTES STUB-OUT DETAIL NO. 10 1� F G. I-1 6 2.15 �1 PRFssvR>^cALCULATIO1tS ALL RAIN BIR .,�� D SAM SHALL BE PRS :TY�PE. TO CONTROLLE S RE T 0 PI TAI t ` STA T}C PR UR! NIGH lOwMAP Z64 11,P1 '4 � ID COMMON AND 6 CONTROL WIRES FROM k ELEVATION PROVIDE � 1 SOURCE OF IN RMATION C�IA1(i- iC1l� CONTROLLER A TO THIS POINT, WIRES ARE TO BE INSTALLED IN VALVE BOX PER CITY PHONE NUMBER - S>11 STANDARDS. REFER TO SHEET 22 FOR DETAIL. DATE OF INEORMA •5 • ell Q •Z 6�5 � • `� WATER METER 1 SIZE � 31 O ' H.0.L u ELEVATION Q II�Z JLC x .ns . 4. (� 19"PCS Scre"Pertormimee / !1 REMOTE CONTROL VALVE S 112 ADJUSTMENT O F SYSTEM $Rec«mrnt*d rwvyle scr,-en crxnbinrtrons to achieve catalog pe•t•*wwmnre at 30 psk NOTE:PCS Scrrens not rec(mrnen ted with 1800 Sere MPR brass nou{es MAXIMUM DEMAND �L. P.M. ELEYAT1pN 11(1�2.�b0 THE CONTRACTOR SHALL ADJUST THE SYSTEM PRIOR TO FINAL COVERAGE REVIEW BY TH EGz: PRESSURE 0 R.C.V. P.Sl ADJUSTMENTS SHALL INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE FOLLOWING: STANDA.RI)&SMAU.RAD"SPRAY PATTERNS AND LWRF11A BUBB[FRS Sil.__E REM ►�t� Model `'0 P(.'SO•lo PCS06o PCS090 PCS-12S POSITS PCS26o PCT3To 12-4-00 11 111 WATER METER (110 ) �� I. ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT QPM .3 .4 .6 9 1.25 1.75 2.6 3.7 SYSTEM FROM OVERPRESSURIZATION, AS WELL AS TO AVOID OVERSPRAY ONTO WALKS, Color dro+rn SYver I Ort SI•rk�WhMe�reeo�YetPexr sl•e Red ` A ,1 �i FLP. 6ACKFLOW D ICE ROADWAYS AND BUILDINGS. GATE VALVE 11. SEQUENCE OF ADJUSTMENT: 4 8F - - ° Bub 2 Bun 3 s #e ` I r!✓1 1 �, ' � � MASTER VALV 6H - '(160° 6' 7' 8' / PRESS. RE A. IF A MASTER REGULATOR IS USED, THE LARGEST REMOTE CONTROL VALVE SHALL BE 6T 3' e' s' s' . • TURNED ON, ONE PER EACH CONTROLLER BEING SERVED OFF ONE SOURCE OF SUPPLY. 5' S' 8' /jl MAIN LINE S! I REGULATOR SHALL THEN BE ADJUSTED TO M'NIMUM DOWNSTREAM PRESSURE AS NOTED / Iy2u RE6►OT •ONTROL VALVE ON PLAN. IF THIS PROVES TO BE GREATER OR LESS THAN REQUIRED, THE REGULATION SHALL BE ADJUSTED ACCORDINGLY. IOF - - I'Bub 3' 4' S' # 10' LATE L LMIE 1fI.0 1*4 - - 5' 7' 10' / F1 GS LOSS(10%) 4� B. INDIVIDUAL SECTIONAL VALVES SHALL BE ADJUSTED BY THROTTLING VALVE STEMS TO IOT 3' s' �(p �,(C•1 I{. ' I MINIMUM PRESSURE REQUIRED FOR OPTIMUM OPERATION (NO MISTING OF SPRAY). IF 1 S' 5' $ 10' J Yu AL SYS EM LOSE 0 MORE THAN ONE CONTROLLER SERVES AN AREA, ADJUSTMENT MUST BE PERFORMED • / I�) r OTALSYSTEMIOSSES 'IV. IO WITH THE LARGEST VALVE OPERATING OFF EACH CONTROLLER. IF PRESSURE REDUCING . PRESSURE 12F - - - I'Bub 2'BuD 6' $ 12' � _ 1 PRESSURE R .UIRED AT HEAD: TYPEVALVES ARE USED ATTACH PRESSURE GAUGE TO VALVE AND REDUCE P v ` 1 TOTAL PRE _URf REQUIRED: O �If.L FOR OPTIMUM OPERATING CONDITION. THIS IS TO BE REPEATED FOR EACH SYSTEM. 1�'Q # �• / 12TT - - - 4' 6' 8' $ 12' F ` / C ADJUSTMENTS MUST BE MADE AT A TIME THAT ACTUALLY REPRESENTS THE FLOW 12H - - 8' 8' lo' $ 12' V� / , STATIC P IF AVAILABLE: l IIL(i� P'"'"P CHARACTERISTICS OF THE SYSTEM IN NORMAL USE (IN CONJUNCTION WITH ANY OTHER I2T - - s' 10' # 12' �Q`' L\/// REG.P SSURE AVAILABLE(PRE-S"r. Izt�'�t o� 9� 1� PSI SOURCE AS THE IRRIGATION . 1 3' �' 8' 12' I I V RES UAL WATER PRESSURE tel. WATER USED FROM THE SAME SO ) # l + �� CT" C RESIDUAL WATER D. AFTER ALL VALVES HAVE BEEN ADJUSTED, REVIEW THE SYSTEM FURTHER AND ADJUST /` ` ESSURE REOUESTEIY. 20P51 INDIVIDUAL HEADS AS REQUIRED FOR PROPER PERFORMANCE ISF - - Bun 6"Bub 12"Bub 3' 7' 9' $ IS' 1 - - - - - - - $ 15' FG. 1`154.6 % �Z E. IF FLOW MONITORING IS USED, SEE SPECIFICATIONS FOR FURTHER INSTRUCTIONS. ISIT - - - - 6' 8' 12' # 1s' ISH - - - 6' 8' 12' $ is, ' Q� F. IF AFTER REVIEW THE C1Z'( DETERMINES NOZZLE CHANGES OR ADJUSTMENTS TO IST - - 6' 8' 10' $ I5' TRAJECTORY OF SPRAY OR DEGREE OF ARC ARE REQUIRED, THE CONTRACTOR WILL BE 1 - - 6' 10' 15' 1 RESPONSIBLE FOR SUCH ADJUSTMENTS AS A PART OF THIS CONTRACT. 1 - - Bun 6"Bub 12"Bub 4'x4' 12'x12' 16'x16' 23'x23' �AA__ S� 0 Q 144151 W_,LAJ Ms '�VN�1 W_q pGt sc N - - - - I�'9�. , / ►7SST 3' 170") 4' ;•x14' 9'x16' 9'x18' \ \ A1' , ' 1 GENET lllL NOTES - 4'x16' $4'x3O' ISSST - - - 4,x,' 1 4', 4 O InST - - - $4':�s' / I" 1. INSTALL ALL PRESSURE AND NON-PRESSURE LIVES AND ANY {, EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. OTEMS STANDARD&SMALL RADRIS STRFAN PATTERNS \ / / �/+y N OUTSIDE SUCH AREA Poa S OF CLARfTY ONLY.) SF41 2" 4" 7" 12" 18" 30" 1 ' 2 /ILL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE sHa 5" 6" 18" 4' WITH SPECS.AND CONSTRUCTION DE-TAR S.SEE SHEET NO�14tA 3A 12" $ 18, 4' �� / s�EA 12" 18" 1 4' (� & FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO.-13 // I / 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO 16V51A 3" - 12" 3' 3' 4 B' 12' 16' 4 BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. I61i 9.A I 8" 12' 3' _ S' 6' 14' $ 16' I6Q SLA 2' 3' 8' 12' $ 16' • I S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD • / / WAYS BY IND VIDUAI LY ADJUSTING SPNKLR FIDS AND CONTROL VALVES. 17' 10' I4' 20' 1+ 22FS5 - 3' 2 ' 2' Zmss - 12 3' 8' 10' 14' 20' I / � A. AREAS THAT NEED TO BE DEFINED IN ORDS DETERMINE EXACT CT THE INSTALLM 2 ,^ �� LOCATION OF CONTRACTOR TOS E THEY ARE DEER ED ROR TOOF TAl LATIION 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SffEAT 111 ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. 10 85 NO SITE REVIEWS ARE TO BE CONDUCTED WfTHOUT THESE DRAWtM3S. A 8 40 d. AREAS RECEIVNVG AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE 11 ,�V11f, Lhb� I1 l) AND CONFIGURATION. E DISCREPANCIES ARE FOUND THAT WOULD / rt [ PROVE DETRIMENTAL TO FINAL COVERAGE THIS SHALL BE BROUGHT / �' CI'T'E 5 TO THE 9S-�►TTENTION BEFORE INSTALLATION. BY FAJLING TO SO,THE CONI RACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- / O +`L�"' vii MENTS REQUIRED. / /F G. 1 50.E TF-ESE PLANS WERE ORtGiVALLY PREPARED BY LAND PLAN -X F1zr1 ;5u ez 1 vl !1 D S C4 p _ y-. GR 6/30/91 AND 3/25/93) V` C�LC�UI,hTIOPI 1 /� • A � � �1�' � ���,T,. Il ue.f� 4�, ,. �� ��� f �•N t� P Pr_`71p...�.�N EaC Y - � rrtyr4�. slzJ✓ Z" �' ►j �1 ,� bb� 800 . cily 433 GI A I I DESCRIPTION OF REVISION DATE APPR. I �rLIM �>�:WHOM COWV-a- �P ti �''' ►� > �tlr-r�Tu�E CITY OF RANCHO C U CA M O N GA I`.LWAT 10Q 1- o �� 14 �' ' it I Iq ,t 1 rf OF E AL1F� IN-a1e Nn\A I'tO fzp,�E2oro !! ' I+L:oW PfzEYb-(TES �'I 25 00 (,¢��91�` , q) 3IRRIGATIONTLAN- �rte!�� .� ,� . , 1�-�-v� 5• � sy , s � Al 2 M���� �-r oM � 11\ G�r-r� v�wE i . �C` 'Li,9 SpA ✓� 2 21 u O , C�"tgoi-VALl/Tc Z_ 15 /-`' / �P ' ... .w•,.z.,,.--... _ --� ►�4� �- �1 � �11� P xu �,, 1 �% TRACT 14380 PHASE 1 1 L,1FTI✓l�xL LINE o Lov-> c-N-c 1Lxnom 6320 1 3b v4 1 � -*�s►o•A �I a�n eo•n► -•- ---- ••� 4+�.40�:1..�s s ow 6• �_ oN t-t�►V I NCS P ` ID//o FI TI uc L015� 2 C�o1•rTlzpL( � 5 A I APPROVED f Y ��i //�i' DATE > ri - CW/p �E2 CITY ENGINEER ��L�����'�' ( ..� R.C.E. 2as�� v • �l.,t✓ C�F-F�ICgE x 433 P51 �_ OF IID f'I�XIM jjr1 (�pM 0 10 20 40 oESIGN `r - Ki Witle'E xk4 es to TIJTihL s`r'sT�M L.d'`f�E5' 11�_ w- pww L 81 AA sr�Ty6-n1z�m A'v'QLAr!-�:�_ FG. 1-14-1. 8 f J411 �il 17LJ,�4L WAtT>`Ty Ptz�.-!a K-�: 50 - -- -- -- -- .` -�i1 .i� 1200 _ Dk�t�N SKti I l MIH fIZe A jar- 0-o P -1Z� N.I ��T�Ir-t� ri-l�+� OG• �I I✓�FTH�ST V/�1.V1=•F�1�H t'I�T� p1�1 4(D ASI NORTH rnr rA �e sr:n cA -.,�x 5 Of 2 3+-2 L C s-r V&,v�A=� � - y� I1�2 /T C. 4 1.3 1 craEc�E c, _.-_ ry _ DFIAWIVIG NO. y / A DATE FILE ►40 -L SHEET OF SHLE-1 S Del None Puce i ,( Ortie e�� a S / -• _ � --� � t)vOOp J AItUa 6 0 / is 68 a T aJ r a, 'a8 r7 65 G \n - `� •\ •'� i� f aS a7 2 70 _ 6. 0 1 - - � 63 ,a� p� Ca•rnei K, D..oe a s6io;n s, s. w s -r - 4' -,' FG 141. 8 L f SJ r A � / -D, •, - � � i � L 1 C.rn�3N Su �v.,dY,I S, 56 U � s11 D 1 JE:.•.s gas ,.<n t la JJ�� 3? Unve 71-T -rT T r,T: v - Q �� �/• ^ �_ U( j mT�ze 75 n ?. 23 NORTH J g 0 G L KEY MAP N , 31 80 . F'6.1144 4 �� • � �♦ F. G.1144.5 ,, '� �y � Ilti �! GENERAL LEGEND rc 10 4 Q1y. 0JA , SY OLS DESCRIPTIONS MANUFACTURER i PART NO. REFERENCE , / O QC. POINT Of COME C I ION SPILCIF CAI" / // PRESSURE SUPPLY LINES&SIZE 2-/R'&LGR CLASS 315 P.V.C. SPECIFICATION // 4 PRESSURE SUPPLY UNES 3 SIZE 2.3 Shl SCHEDULE 40 P.V.C. SPECIFICATION / 7 \ �� 11 -- NON-PRESSURE LIWS 8 SIZE SCHEDULE 40 PVC SPECIFICATION jL---_ SLEEVES FOR PIPE OR WRES EDULE 40 P.V. P _ / thll it F U. I 43. 0 ' t /� ,�1 4 P� PUMPPUMP N I ` DIETAL ND 9 ,J PUMP NO. 2 - FPE -5OS-4OF(pw T C 40.54 I / �� 6320 1 CONTROLLER SEOUENCE Ip GALLONS PER MINUTE a �1 �� I I � RE MOT C T VALVE SIZE / 0 / �! FA 4 5 AUTOMATIC CONTROLLERS CALSFNSE DETAIL NO.1,11 �` A _.J X11 Ih,� 111 I II . NB - DETAIL NO.2 Q I Q REMOTE CONTROL NAIVES RN tRD EFg CPR7 ql OUICK COUPLING VALVES RAIN BIRD 33 06W rNp(EVF_" 1950 DETAIL NO.3 BACKFLOW PREVENTION ASSEMBLY FEBC0 825Y W/"Vk;j&_gg _-44!�kL DETAIL NO.4 PTOGATE VALVES-LINE SIZE �ZWAtT'MW,54011-RT-AW DETAIL NO.S F G. I�42.1 _�112 /� ® MASTER VALVE SUPMCI?t 3106 N-O DETAIL NO.8 \ II ZI EC7r_4G GtI.PMRK4H OGLeCV-VA rr- / ✓ \ (� / / _ `� FLOW SENSOR Ts SENSE BOxONO.Sb T4S5//AoV NAIL N0.8 �� , V ELECTRICAL PEDESTAL DETAIL NO.1,I I ~ \ DOMESTIC PIP1NG BRASS {F AT ION �\ 1�1 1� \ l., \ ` \3.6 ` t . 21 ? FE r T E cC)N T F?Ut 1 L VE PRE SS G T £ IR EFS- F-PRS DE T AIL KI 2 0 I \ DENOTES SPRING CHECK VALvE RISER SIZE VALCON ADV DENOTES STUB-OUT DETAIL NO.10 ♦IY �✓ \ �;i �// _ _ ��� ADD TO CONTROLLERS I * 24 PC PERMANENT REMOTE CONTROL PIG TA all 1182 � 2100 5000 A!o 4o 9 `\ Alfa z� A 15 jI�I SPRINKLER HEAD LEGEND - • 3 ' S�QPF �� �� �� 112' I�u Q SYMBOL ARC RADIRJI DESCRIPTION PSI GPI[ MFG. BODY NO2, REFERENCE SCRffN S' FLA( SrIRIIETNEA[T 30 0.40 FiR.i►=FV.It()SAM, 1801 BOFIT OF TAlI NO 1 P( 040 nc� O 2fl {A 1�I 1 6I iD' S 5•FLAT SHRUB HEAD 30 0.80 RASAM 1812 81+FLT DETAIL NO.7 PCS-090 t 7 © 0 90' 10' 15 LOW ANGLE SHRLM30 0.40 RAJt%IF RD SAA/ 1812 100-LA DETAIL NO.7 PCS-040 / i ' I • ' ��t/ 1Or 10' 1S LOW ANGLE SHRUB NE 30 0.80 RA►I!3lIiD SJ1M 1812 tOH tJ1 DETAIL NO.7 PCS-090 ' a1 360' 10' 15 LOW ANGLE SHRUB HEAD 30 1.60 RAPrvtD SAM 1812 10E-LA DETAIL NO.7 PCs-ITS ' V� ,� 3145 12 'I�c 1" All 1 � • / r C, -30 60 91AP1109M-SAM T51.9 ,, / / .. F G 1 . 1 � I / 540 " AM BUBBLE R HE 30 I.JO RANAMD SAM 18tz 5H-B DETAIL NJ PCS-060 � . �i1r'�' � / ��• A � � p , 180 5 0 ST RE B E3 LE "� o / I I`til 1w' oop/� I II 2040 0 90 15 30 STANDARD SHRUB HEAD 30 0.95 RAINRIRD SAM 1812 15 0 DETAL NO.7 PCS-090 ►�%' '�' , �`� I v 180° 15 30 STANDARD SHRUB HEAD 30 1.85 RAIN8rRD SAM 1812 15 H DETAIL NO. PCS-ITS GENERAL NOTES WMI 15 30 STANDARD SHRUB WAD 31D 3.70 RAINSIRD SAM 1812 15 F DETAIL NO.7 PCS-370 1. IINSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY 2 13 1` li 11 i P EQUIPMENT INSIDE PLANTING AAEAs WHEREVER POSSIBLE. {ITEMS I SHOWN OUTSIDE SUCH AREAS FOR PURPOSESOF CLARfTY ONLY, F.G.1�36.4 ' k;' f / Q'.� 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED INACCOR,DANCE t ALL RAIN BIRD SAM SHALL BE PRS TYPE. WffH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. !l FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 13 v ,N 0 SCgp H T AT. MUM �'4 � �`� ��c� ♦ / ,�1 '! / 4,92 5 V 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO `�'�o �� f�0 LYNN I on E PLANS WERE ORMALLY PREPARED BY LAND PLAN /LI / A l Q 72 BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. d �e cy� iC,4pIs1��(p g2�75 1 AND I' 11 _ G1 6/30/9 UPDA A 3/25/93 0 )�iB +3xl� )4�►3 07c� ANb Ups /��, , C' ,t •�� I Z. t '.i. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- � _� -� WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. * ?4 _ AREAS THAT NEED TO BE DEFINED INORDER TO DETERMINE EXACT J * 1 �vl'C-' b vpI�� 11 X41 LOCATION OF SPNKLR HDS ARE THE RESP'ONSIBILtTY OF THE INSTAL.UNG r Q DESCRIPTION OF REVISION DATE 14 11( I � � / CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. F 0 A- OFCAL�F APPR. �>1G*1133,C I� ,1 , ,1 7, AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT CITY RANCHO / ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. C U C A M O N GA NO SITE REVIEWS ARE TO BE CONDUCTED WnTHOUT THESE DRAWINGS. •. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND ;�� ' << - R I G AT I O N PLA VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF St2E " G ,�y� AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD , j�IF-PC,VAFT { L!:S S , �50TH �ATTENTION BEFORE INSTALLATION. BY FAILING TO PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL 8E BROUGHTWATT 1 11 Al. G IT`( � cj� Te aI ,I ,i L L... I I I , _ DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- F�, ¢ , a i1 Z►► MENTSREQUIREO. �����y TRACT 14380 PHASE 1 .r , 1 / jF h;'! t` APPROVED BYDATE IC'-i - CITY ENGINEER ZR.C.E. 24953 1104 0 10 20 40 f UE51Gh k > a II / f� > FG 1-131.4 A4, I 1,1 IVY I I(L11 =- D R/ VVI'ry sKc € 1 � �, k . � NORTH 6 Of Z3}2 HjF MAI' E CKE 0 E UkJ. IhG NO. oe DATE FILE NO SHEET OF _b2 SHLL-1 S i v S i pve,rWr, I FFfle 67 79 P� as +� a�aa1 aJ ; a? ;�e 66 G7p 76 +J �� de 55�II �+ a 74 tIl a+ 3 - Y - -- v92 Carme' Kno `� 72 ai 6+ ow, rrs Dave a0 s, a,� 59 VT - .� a ? >> 3 1 J l_ kir.H r6 n 24 NORTH 23 I /. r r - - ------ -- 61 241n S ,a e KEY MAP �.. f i � 1 5 FG. 1131.4 � JAr P y 0 T.C. 20.28 _ 6 FG. 1-12 q. q I 11L� GENERAL LEGEND 11-10 Atf�- / SYMBOLS DESCRIPTION$ MANUFACTURER i PARI N0. REFERENCE n A3 !,(' , IIPOC. POANT OF COPNFCTIC+N SPECIFICATION \� 1 • PRESSURE SUPPLY LINES A SIZE 2-1?&LGR CLASS 315 P.V.C. SPECIFICATION 2P I Ott PRESSURE SUPPLY LINES i SIZE 2'&SUIL SCHEDULE 40 P.V.C. SPECIFICATION �.\ A / �t NCI-PRESSURE LINES A SIZE SCHEDULE 40 PVC SPECIFICATION q F. G.1128- Imo_ �- / Q -- -- SER FOR PIPE OR MRRES PUMF SCAIEDUL — ICA TAL NO CONTROLLE ENCE UM NO"I °j_ 40F(PN•L) A / � �rjj 1 7C- � GALLONS PER MINUTE REMOTE CONTROL VALVE SIZE I I JA. !✓T I- 2 32-r 1J/Ati1T AUTCMIATIC CONTROLLE CALSENSEDETAIL NO. 1,11 Ivi 0 REMOTE CONTROL VALVES RAJNSM EF8_CP 9ft$&sang DETAIL NO.2 OUICK COUPLING VALVES RAIN BARD 33 OHN—DN P(EVe. 150') DETAIL NO.3 BACKFLOW PREVENTION ASSEMBLY FESCO 825Y W/C-0k/g1r'11pJf3G-+5AL DETAIL NO.4 • w GATE VALVE -LINE SIZE �i-WATT 40-3-PT-1W DETAIL NO.5 • .. III 46WS MASTER VALVE tLOPPIP Zr.TPC. DA SIXERt�iQE k pE DEfAIL N0.8 O C \1 122 FLOW SENSOR STRONGCAL S O BOX Wt. $9, -R49S/is*V DETAIL N0.8 • / 21 I Q ELECTRICAL PEDESTAL AIL NO.1,11 ooMESTIC PI BRASS SPECIFICATION 4 I �� I ' /h, GENERAL NOTES ` //, trK�TE COn tRCk vALVE PRC _: P R� NRiR EF$-CP-PRS DETAIL I a /� 1. IINSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY Q DENOTES SPRANG CHECK vALvE RISER SIZE VALCON ADV EOUIPA4ENTINSIDE PLANTWGAREAS wHEREVERPOSSIBLE. (11TENuS 17- � 1� ,9k 2t� / v 3 G OO I 1 (`T4 DENOTES STUB-OUT DETAIL NO.10 SHOWN OUTSIDE SUCH AREAS FOR PUR S OF gLARrrY ONLY V 1 I, 123 L 2 ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE 18 1/ I —' T II ADD TO CONTROLLERS I iF 24 PC PERMANENT REMOTE CONTROL PIG TAIL WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO:�'114A,Z5,A• T 1j > z � �,NGSC.q� •� Q FOR SYM DESIGNATION,SEE LEGEND ON SHEET NO. _ ` Q Ip 4Z-P\GNARn 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO • y S� tvcs2403 \ BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. � `� 5. ADJf ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- �+ / i1 WAYS BY INDIVIDUALLY ADJUSTING$PNKLA HDS AND CONTROL VALVES. & AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMIN E EXACT P 1 LOCATION OF S N►aR HDS ARE THE RESPONS BtLfTY OF THE INSTALLIIVt3 CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. SPRINKLER HEAD LEGEND IN � aK 7. AS DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT / fcf-A cv ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. SYAlBOL ARC RA TRJ DESCRIPTION PSI GPM MFG. BODY NON. REFERENCE SCREEN NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. / FG. 119 N[)S( r 5 5' FLArSHRUE�HLAD 3� u.�o rI,��a�sr�� �e� �c�►LI Ut_I�!_ n+c� r PGS-040 r., B. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND �t 9r 180• 8' S 5'FLAT SHRUB HEAD 30 0.80 RANMD SAM 1812 8H-FLT DETAIL NO.7 PCS-090 Jf� VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF StZE 41 40 '�� F R�Cf F t y%x 9C 0 90' 10' 15 LOW ANGLE SHRUB HEAn 30 0.40 RANRIRD SAM 1812 100-U1 DETAIL NO.7 PCS-040 AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD 2403 r 1a\ V 180• 10' 15 LOW ANGLE SHRUB HEAD 30 0.80 RANftiRD SAAR 1812 10H-LA DETAIL NO.7 PCS-090 PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT Z )l r� 360' 10' i 5 LOW ANGLE SHRUB HE 30 1.60 RANRIRD SAM 1812 10E-LA DETAIL N0.7 C rty TO THEA �ATTENTION BEFORE INSTALLATION. BY FAILING TO Q. PCS-173 �DO SO THE CON`tRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- � � � I . - IRED / (] f o . � 1 J � � � �. �-- * MENTS RE�U TETE SE: PLANS WE ki ORK31NALIY PRE PARI BY LA J PLAN 'AL - 1 2 '� 40 © ExT0 40 �N P WAi-!�Y FPOH PAsEO 13Y L.AN7 EX 00 �0 ��/�y.,,--�� X71��r ��t- (J Al. �� I IJ ,�� i �- - TAI - VV7W IFFI 1O 180 5 0 STREAM BUBBLER HE 30 I JO R/uNPRDSAM 18j 5Ft 8 OF L NO PCS 060 _ "P�I1�!�'F rl II��, / F� ® COfzFTio1-1�'ol�lLY DESCRIPTION OF REVISIONCI Y 4IPQ&ZOATS APPR. 90° 15 30 STANDARD SHRUB WAD30 0.95 RAINERD SAM 1812 150 DETAIL NO.7 PCS-090 CITY OF RANCHO C U C A M O N G A c %DSC I ' • FG. 1-716.2 K v 180' 15 30 STANDARD SHRUB HEXAD 30 1.85 RAINBIRD SAM 1812 15 H DETAIL NO 7 PCS-ITS I I ON PLAN rN t`�0�� PF I 360" 15 30 STANDARD SHRUB HEAD 30 3.70 RAINSIRD SAM 1812 15 F DETAIL NO 7 PCS-377 It 0 0 It Ms FT HOME 0 l . • / y O�Q 4 . c� I • ' 20 �/ �' K �8 0 qo 5 o s-��I I5Ual3t,El� 30 :� �►NNIzoloop t I N , - i � ; iv sI t �-�- ISIz 5�-e D�ThI csso t '� 1115D U �rT�� TRACT 14380 PHASE 1 LAW ALL RAIN BIRD SAM SHALL BE PAS TYPE. f t"mE'c 4 CAt_AFOQI1.1 APPROVED BY ` DATE C- 1 E OF 191 1 w W','M vlejo RD Z 0" �(,(�[�7 �l/ A z, I/y CA CITY ENGINEER ,� R.C.E. 24953 I / X9491 �4b'19 3 _ - � 3. / /! ° 40 DESIGN I k- RE_CC>MIE_r�LL L) we IV �. .- SAT � A,°SPE k •• © I z��� � _ CH F DRAWN W N LINES / - - {7� �. E f r •n�� icau� vcRA_8LYt1 lOS AUIGiLi� [`w11t4R�11A NORTH HEE / I G o5 J a. 8 � f ,� CHECKED --- --- A � ` � _ F4AV:tNG kC� DATE FILE NO - ��� SHEET -2/ OF SH L1_ 1 S Def None Place -- T- . - - ----T- - - -T-- f PUMP NoT� 6EFORE POMP 15 pQt-ItATIONAI�� A MEETING, 15 To f3E HELD AT THE , c Afu`d „v - 1� oV Iu�F 6 t •o EFOPE/►IIO O '5 01 P METHOD OF ACTtvAToMC> -THP_ PJ1I, CC*4StDIi1ZIW T- T .; �- --f J0&9 TE T E EUEVAMON C-MANGES AND A�. FUTURE C&4TP-.6L.t,F_FZ 5EING� a� ` 1 oy ? e 'THE CA�3EwSE SKST_M �,d"`•" "', ( P 9 ADDED 'To Tt-iE SAME 'METeg. - MT6.• To &F- ATTENpE� DY C-ITY '5 INSQI=CTDtR AND Q h o t MAIPE•T. suPEQvIsoR CA(,SENSF_ OM mlaNuFAC-Tuli AHS cor+t�atc-TOIe SPRINKLER HEAD LEGEND \ �� �y ' A L LEGEND �� ) S , UENER \/ r4 4h 65 76 SYMBOLS DESCRIPTIONS YANUFACIURER i PARI NO. REFERENCE SYMBOL ARC RA TRJ DESCRIPTION PSI GPM MFG. BODY NO2. REFERENCE SCREEN �e i r� i �6 PpC. PCAN'TOFCONNECTION SPECIFICATUN �' 8 S S' FLATSf41`WBHEAD 30 0.40 P"'IRIFADSokv 1812 8O-FLT DLIAIL NO. I PCS-040 \ 0 r62 � , PRESSURE SUPPLY LINES lE SIZE 2-1R•i LGR CLASS 315 P.V.C. SPECIFICATION r 180• 8' S 5•FLAT SHRUB HEAD 30 0.80 RAtNRtO SAAB 1812 8H-FLT DETAL N0.7 PCS-090 - / i y r Jnr . Q 90• 10' 15 LOW ANGLE SHRUB HEAD 30 0.40 RAINR M SAM 1812 100-LA DETAIL NO.7 PCS-040 r i 9 s PRESSURE SUPPLY LINES 3 SIZE 2'3 SRAL SCHEDULE 40 P.V.C. SPECIFICATION V ! r T a I T ae 180 10' 15 LOW ANGLE SHRUB 30 0.80 RAINFiIEip SAM 1812 1()H-LA DETAL N0.7 PCS-090 / NON-PRESSURE LINES 8 SIZE SCHEDULE 40 PIC. SPECIFICATION 0 360 10' 15 LOW ANGLE SHRUB HEAD 30 1.60 RAINEDM SAM 1812 10E-LA DETAIL NO.7 PCS-17'1 or CCir „r,,;' ' ss 1�• se �° Q - -- SLEEVES FOR PIPE OR WIRES SCHEDULE 40 P.V. y i- n� Pt11tP E?G(olOf�-5'2 Deo' s Basr �I'� 37 3a, , 1.w �e Urve NORTH PUMP NO �Rf �� . r T-T-T T,,T PUMP N0 2 - FPL 50S-40F(TN•Z� DETAL NO.9 o n CONTROLLER SEQUENCE ILI1pBSp125P2 7.5 GALLONS PER MINUTE pe-4 I MA7-C � f � 48W 30' 36 /� P, -REMOTE CONTROL VALVE SIZE _. /I V _ . - - ---I -- -_-- - i✓TI-32,32-MDt?-w,�tjT I AUTOMATIC CONTROLLERS CALSENScjI"" ;'-1r DETAIL NO.1,11 DO ? �• �� SI IEE 2,1n - - REMOTE CONTROL VALVES RAINSIRD EFB-CP Pn%a� DETAIL Ni 2 II O ' 112 ' KEY M A P 0 QUICK COUPLING VALVES RAIN BIRD 33 9N?f'-bNP(eVEtzYIS& DETAIL NO.3 _ / 1 Q-�- �. �^ '�, amoo,� � Q ® BACKFLOW PREVENTION ASSEMBLY FEBCO 825Y W/�,OVQZ yf�t At. DETAIL N0.4 9 AM J Lift 4ii IN bgAA)+1 t o-g T�1` o•j pg 9 `,J ® 140 1 r. ,e 8tf �h B AIL. N,_1"1 P[: - 6v �0 �4'I r�2 �'7!i IPAf W GATE VALVES-LINE SIZE i�O T-1 -WAlT5C'RIES 403-W-RW DETAIL NO.5 �/ ® MASTER VALVE Su f'tattb� S►oo DETAIL NO.8 _ V ' O - N CAI SENSE 220P - DETAIL NO - r r i ■ FLQWSE SENSOR srt�*Ia1' s�_ ys l 4A AA _ F vim, . , SYSTEM DESIGN CRITERIA © ELECTRIC PEDESTAL DETAIL NO. 1 11 y Mr-«-+•-► V 90° 15 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRM SAM 1812 15 0 DETAL NO.T PCS-090 ! -� DOMESTIC PIPING BRASS SPECIFICATION I O I opo s Q V 1800 15 30 STANDARD SHRUB HEAD 30 1.85 RAINBI� SAM 1812 15 H DETAL NO. 7 PCS-IT5 r V 1" ' ' '�` 0 •SYSTEM DESIGN IS BASEDON 121-88 P.S.I.USING lam- 1O5 G_P.M. RE r)TE �cNTROL vALvE PRESS REG TYPE RANeIVID E -CP-PRS TAIL ID 2 X 360' 15 30 STANDARD SHRUB HEAD 30 3.70 RAINBIF� SAM 1812 15 F DETAIL N0.T PCS-370 I J v 'y• �n 1 *CITY STATIC WATER PRESSURE 7 � 75-10 Zt •PRESSURE DATA WAS OBTAINED FROM CUCAMON GA COUNTY 1000* 1256th WaTER DISTRICT BY - -- DENOTES SPRING CHECK VALVE RISER SIZE VALCON ADV I � DENOTES STUB-OUT DETAIL NO.10 I 1040 0 _ ,=-I ALL RAIN BIRD SAM SHALL BE PRS TYPE. I I JI A-2q Ig �2S A-27 tI10 _ 1 N ON_ WF-LOSE PHONE NUMBER IS_f�_ )-9 - 2591 ADD TO CONT OLLERS I �t P N TE CONTROL TAI i (n 1 •CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF "MR *49F_ 1141;1111 T- IF-P1400IF GAP' F- ANA RPT-1111P Q �® � ' DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY P INr-07-r-1A-noN: �T-I-32 32-M - 1 - -51. - ( � 1 r OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN Q. 1 64VIWsTAL.L-I.#Y PJ�RI�T�Dt>9Ie�o�rWVilLMFC. CA-15-ZONE' P ONE (1) CAL SENSE� ;.32-32 STATION AUTOMATIC ONE (1) CALSENSE-0+ 0 32-32 STATION AUTOMATIC ♦ v , �� CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUM w� er wosTt=.t� s�SreM AI VrSraNED �;`-�ICAaC BY SPRINKLER CONTROLLER "B" MOUNTED WITHIN A SPRINKLER CONTROLLER "A" MOUNTED WITHIN A j 3:1 SLOPE ` BNGtuP HIPS, t pFt-,o vl.(�q)Z3Z7i%'l�}1E SYSTt*+ gpCAPPIOF MEYERS: MEUG-I-M COMBINATION ELECTRIC METER MEYERS: MEUG-I-M COMBINATION ELECTRIC METER I I (MAX.) I�V1DIW_"ArII>JI 5Y5�*•1 P�MOF 12&PSI Will YIN4Arri-oW•RJ4Tf:C. AND CONTROLLER VANDAL RESISTANT ENCLOSURE. AND CONTROLLER VANDAL RESISTANT ENCLOSURE. IMAX-/ LU fres 0To 110GIPM WI tx11DN P�6SVR- CW 70 ftl IMUM. 120 VOLT POWER SUPPLY FOR HOOK-UP OF AUTOMATIC 120 VOLT POWER SUPPLY r-1-OR HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY OF THE CONTROLLER SHALL BE THE RESPONSIBILITY OF THE I A CC*6IZJL � at slu 9EJ>WAGiE, DStJCT10N DESIG IeON Vol t=11tE� CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN i CDNSt¢tKttoN t utrt awtT1H M �T BFC. rVLt4VrV1I 51CGN PUMP THE FIELD BY THE CITY OF THE FIELD BY THECITY OF 1 Y ' F C1• 1-10 1.5 1 1 611- VIE HM6I-C610AM-BFR•A�11oG 5 FEFETHIlEA0 oelVr=l.l BYD++P, RANCHO CUCAMONGA AUTHORIZED REPRESENTATIVE. RANCHO CUCAMONGA AUTNURI2ED REPRESENTATIVE. , w :zw VOLT, I PI+'I (00 H�TtTZ, -3 P1 t r•ICTb�. ( PUMP NO.I SEE 2740 � a ' PPGVIOE /4 METM CAC IDE VAtatR D►50 NCn►W IPLTh1Cf ttLAY it7 i > N'D .. . AvroMoW1C.A LA,Y Cv�TrYDI, v ot,l�bt OP N CaW"1JC_-M0 J W tft DETAIL N0. 9 ; A4* 35 I Qin ��CHAh , I>eP-GIII C0 t`I t co el awt A *-o-A S W I-it*Ta c r m 00E 0 F C4mzA"aJ ' i y 21 �� 2 / y GtR�IT BSER. MANE T74QT1 t,(/ aV>r1r LOATH N Amb Arid. N tCt5"PY W VI I AICA 4 COMFIT E lZ i AvroMArMC, Anon TV�MK S-*At _ 13E URE_ Moulvr�U PL&IVSWTrr✓ StFhIL �j © • MONITUR W/.T1ri'FLOW AND AUfOM>4TK/tLLY Ttn_t.t TNS pt)tgP SHoutD IVC �M DI's I A DRIVE LOT' 2 I 22 CON F I U T10NS S 5 40 til - CW I A N ■ STOP.Tw_PLOW SWIM$46 SE61171t/B E KOUX TOR ,1S-tom ARE `/ l� I I ■ OF 1 !roam P62 SECOND TIES• PLOW SW mctH Stw L OmIZATE w/C01,-w CTI" W/ YOI �`P I-T/'-�✓' N ��E ' 1 I A ■ - TIME D61JN RFL,k.,TO pR�lCK(S FiK_SE At fiRM (Co1 IT11IVt:A tlpw)• ♦ i _ T ♦ � ��I � I i9G 5I Zn ■ - V 22 � 2'fz° Expires -2002 j I � PRS 1 PFLOW ASSEMBLY ' ( I I HYO k- U E:flLd�IG►TED STLE L B W MOUNTI NCt Ho1,Es. r,' ' �S fin.24123 �i9 T 9" . 1 E 15 Hi PIPPED G�la/irNIZED �.F'fETZFjBF'-IC�+TION. W � Tn '1 O VAIa/M5: FULL. L t5UrMV-FW VAWBSOH I � Y1 r ' 1 �� I C' 2" WATER METER TO BE _ i 1 II t �� PROVIDED BY DEVELOPER * - - ■ i T10NST� STEM 1 ► -N - -. y�r. " Y TION D I2 & �� $� foo TbM 350 -11'6 STfr pUM ' L � PUMPKIN PSYP►h5'- I \ PC 1M- r F�•Nr_L-. r4EHA 3R) U L, L0irlLEb '- f4" PO C. , > q / ■ MASTIE R- FArT HDM PLEx CohtT•RoL PANEL WT,11 I PReOF KA I' LOCH- ►6L E G DE&D FFl Pi Loe4e hC+LF- F_HcA o�,URE IrL oL.B ,2) •�' RaI�IC�NO Gl1CAMON�jt, -rr� All N: Ho.. 5,tL Fr_-ro Ii- N rrc-H,�N ET IG ' �11y �' n" ,�, -I B I _ t52- OH a � - ■ TIT� I�T�R,FUSIt'�l.E P15CoNµEG 2-24V 12ll TFELoW �, 1 �- 2 II FO 0 C-0 Ill r-MT10 NS 0ML- ■ HYDRDI `T ILIIDGSP125PZ 75ADX� � I.OW/ LA.Y COPCTBOLT NSFoRMER. - - - -- - Y ■ VEe' 1(oGUilill 5Tit NL�t>ST"LC0VEiZ , I" !' ' > ■ Cn 5ye;1I To 6E FACT0 R`f PR-E p,PRE W 1 Rep M0UNTE D W/ HI W_m E;p, un:✓: rb LE Up. CON/ 12- IIFL D To SKID �5 E• z '� X I Q ■ ONA4 I /, 1Ct--T�17STEE4�SKID P. . S'TEEI� MR�NEI`TT5 NIT 1rbWi7ERCOA�� FOiZ�ST R�th4." , F2 Vy " �r ' �1 ELECT.SERVICE TO ELECT. METER 11JGLUbE 7H I. >rOLLOW I NG,s . . 1 M TO BE PROVIDED BY DEVELOPER ■ ~ r�QLEf5 PV Z"x2",c ' IN LINE PUP P W IT14 L-/� FU4NGjtp S`(hTEM PI I NIGLUD IJ- / x FG. 1-1010.2 z W � PAss To sr- for > PmD G�L�1h1�11ZE•D Al-rtP_ J / ¢2 6. 2A . W IhITEC-LR�►L F�f cDSUGT I� � tPil�'IP �i PICATION. ♦ yz•+ ` III�It >� t " Q NOTE: CONTRACTOR TO COORDINATE CONTROLLER FTTrED 1�/A 1.1J RINE I I'I�R11lrAL l_ (.jNI'T SW , 1 ' - PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A ■ R 1CI�Eb ptZIYEN BY A7 H P,35tx�RPM 2 v �IOWSW 1'TC-+4 ��� �� � 24 2 3 t STAFF ME Ml OF THE CITY MAINTENANCE DEPARTMENT. ■ , I ` _TGSHUT tb W N S`rSTEM I N N T o'f` ` I ► ' Q I� - ■ W MOr-O R• PUMP f M0T0P_ 4!EM mx f�E DES 9 I=D Fait "rl0 FLD(� W 141P IT I O H. SYSTEM BE M U NTE D ON A 1 It 2 - u rL _ M - - F ( w A UTOMA TIC CONTROL L ERS"A S e " VERY CAS`f S�.t�"f,�fj. PUMP IS bl?°SIr KED ��•-- � (�} � P>?E-gTfzE�E D GONGzET� P�D El N�I�D ���� . � � I � ' � , ,� ��� 'I'`' 1toGIPMc� l2s'• J VIGEs0FA.pA-,_rL �^( t''1AN ueN►S�-1E0 Fo¢ �ThIZT + ( 2-32 STATIONS ■ W .C � val.v Z _ FLOW MAT IG Z"G j 5cr_v.4 L V t W/ >< s�ST t M I I-KT R tJcTIo r1• t I G )1vtl M INDEPENDENT 115V160CYC/2 AMP ELECTRIC CIRCUIT TO ■ _JN�i LOADGD 'NON SLAM' FEATURE. © 1(1, BE PROVIDED BY DEVELOPER . _ ISM I A_� rI I _ - CC IS L NOT ( N�U D E D A �� �',�I Q EXACT LOCATION TO BE DETERMINED IN TH � ~ D " � � ' - ■ Q _j x SEE �W I NG-, # Q DS CAP SF-+E ET O F SN EET5 A ? I c,��t• NltA.fpF79 �o 3 �� ILLI M w..w A. �►� s r� wl►s �.I.ilw .� .�..1� �AWAS A- .�• '"� .w.wl�.+� w� ,Rrt� �iai t'>r .► . to I � , I �1 e Y v_ . e- �'�.�.. - - - A�_ _ _ A.- �► --�► V r T - += �1 T f - 0 IrETE b OLA P/tSl:p: W1 L60N r C- Fo> �� Ilk ♦ _ ,� •a!, - -0- [}��r -_ t. r-i -�I i �, ! t If f p.. T _ -n �) - D -* � V , bE at t _t _.. Rl=�/IS SKI C�brtl o N T _ ST'DS ' 2t� -r lC,IL DESCRIPTION OF REVISION DATE 1:5y LAj_rm `i tY ■ � � 9� _ APPR. 1+8 BI(P S, e6 WILSON AVEN U �© 3° CITY OF RANCHO CUCAMONGA 43 BIS 52 B� Bill i�iZl i''Lu h�Zn il;z►' i'1z" c� IIID 11�z11 ►42u RRIGATION PLAN - - -------- -- - --- -- - -- - - -- - - - - - ---- -- -� - - -- - - - - --- - - --- - - - - -- --- - - - - --- - - - - - - - - - --- - ----- - - - - - --- _-- -- - - -- - - -- -----� - - Ma T IoM 5 � SEE SHEET 10 S G E N E RA L N OT ES 6 AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING , % I I ,n i. i 4 a __� i-. : g = ` s f a j6_ 0 to PvMP tmrmMAT,CJ4 FROM ABovf) © EOUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. L&N1_r=X TffSE PLANS WERE ORIC'�IALLY PREPaf�ED BY LAf�D PLAN TRACT 14380 PHASE 1 SHOWN OUTSIDE SUCH AREAS FOP PURPOSES OF CLARfTY ONLY.) I�p��,� A F.1_R Tit-TUIZF • PLA.NN IN G BY A 3 7. AS BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT - ( /25/93) TIkEsYSTEIR tbsuE�f'sTZM t-10L)WM PI�S3UR-E 4hALr CS 1=oc IN �suutoF.l 311Z& I?ANCMO Vill m>- 1b6 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALL TIMES. AS BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS '921-15- 4$,<smm vtSC*Arrm Ssuom s`t�ST�M Still t� FVL _II Q 1-u K z,1 'y�N J U b N Cj.P l STeA.N o CP. APPROVED B Y / - � D/t T t purr�a✓Lx vAi�/EJ5 ON S 4 9►SGl tmE uut-s INCDetx� Fut-L PUMP RH SPECS AND CONSTRUCTION DETAILS.SEE SHEET NO.�14>J4.�3 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. PH g49-Z4E5-1993 rAK 99`1-M3-D?D(o CITY ENGINEER �/��` �l�2� "�, ` �/ R.C.E. 24653 _ - s� vtPE slz.E psYPM66 w i't�1.113Fo�yrk Pt kPER�DISKC.64FL.K..�/ArtJV 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 1 S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND 0 10 20 40 DESIGN '~ 0 - RE COVII E ►� E [j T*S 5,1111 1LM sI•b�I-4_ L56-TYPE `L.' Co oN vE GjRovµD P11-("q PUMPS`f3T'1=M VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE --"I (Q 1'IYI►JGI Stbtt.t- EE z•15-sI m ow tkL r T tkT, rt.t_ PR -Eo• 4- WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT © 2\,1 ) -Tiw_54�M"Alt-eeMo CIN CoMMaN ST?-u "11STVct _ST71crtvW/Ptrg CITY�STOTHEE�+�'SATTENTION BEFORE INSTALLATION. BY FAILING TO 00 U�� N Sill E I s�rpoer,orf- o T sYsri�l COV ru SttiEt.t,T3;E t'I uNt I�4�Uc'�EoR SI7�1Lt-ES9 AMIT ALL SYMMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROALl~ 00 SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- �< I StEartA:St 1ntTtf6tttsw/wuveuol- oPtxlttl(1 ol� tt�/rTDISSttTtoN WAYS BY WDIVIDUALLYADJUSTING SPNKLRHDSAND CONTROLVALVES MENTSREOUIRED. NORTH OF 23f2 t✓S ti~or- S-fw- M A<Xz:S• "Tvok� CCH!tdR SgAt Al Taw SE 70 P^0 C H E C.K E t. /�h-INL.�SS '�ti"'E� IHS-DrlrkR-�. DATE FILE r40 3S SHEET OF SHE-LIS Der Norte P+ece Overlook 5 j e i 9 as d��sas �o�n � 'Q67 c� s�� ET � �V ISTD - lr U socofro OrNe M �t� 77 12 45 r/. .. .T W 46 y' 3 ' 7, No FAP-T Os 464 g 5,0 -11 73 7� +6 S Carmel Knolls Onve 47 _•o O 5 72 g+ •r' • g TT 39 S2 59 9 CL + C� » s Il 10 C D e o' P/s i l-1__ c' Ca^�bna 38 S. 55 56 57 58 1, s Bas-s.n Court2 Of" 22 ?1) q � .5 - T---��_ � U 26 ?. 13 NORTH ir 1 OF KEY MAP �wM13R� A PROVIDE 1 � COMMON AND 9 CONTROL WI FROM Tom- Dpi CONTROLLER " B " TO THIS POINT. T~ - � E L1 . WIRES ARE TO BE INSTALLED IN VALVE BOX PER CI r - STANDARDS. REFER TO SHEET 22 FOR DETAIL. 1 34 33 32 ' 1 CJS �V w 30 Y r ,�Z co 2 8 w Z w Q 29 = > I• cn W �, � V, � 810 w A In i III�III • • U U ( w 81 I 4 812 8 813 z GENERAL NOTES ►�' II� I� � I I�LlI 8 14 81 •67 • 815o Ao w1. NSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANYIn (LU EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARfTY ONLY.)(ITEMS !p 1'1 - II �O J Q Q L ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE pp • I► Gj -11 U) WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHE ET NO. I'�/14 � -i • I ch aL� S. FOR SYMBOL DESIGNATION.SEE LEGEND ON SHEET NO. 13 1 A A !41 � 1 I kt Ip, II it ' IIz" III . -.A• .�.•.�.i. ., - it 31 ' �.- �rr••��� w�►s w•.,�IS��siLi14i�r w..�w. � „�sw�.� �•s ��wi.��si�� �.� �'� ��"'•'`�'""����el r�"""�4�""��""""'�" 4. WHERE PRESSURE REGULATING VALVES ARE USED VALVES ARE TO 1 }[]�i�w�.wl►. wa►.�� �llilrw• !ee►w�w - / r 1 T _l.- 4�i !'I �.iII/el.�I�l.�r�/�r.�/1�•. M j - -x_ _ �. --,vlv_ _ 21 -_ ; _ _ _ BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED OND WING. 47 j .2. � ? 1 J-- �/� /� l�'� - - II!` IM M X X X�t--- II 1 �XADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- ' ,(-J-X X IYIA h ZI�Z� A X -}- ti X . WAYS BY INDIVIDUALLY ADJUSTING SPNKLA HDS AND CONTROL VALVES. �t - I t F !i h • • ►�• _ - 1/ T - - -1L.__ �. IVIU • • 21jZ° �Vt" 1 I�{ s - Y - - €i., � r11. AREAS THAT NEED TO BE DEFINED IN ORDERI-O DETERMINE EXACT �.--- _ 1 1 ---=- 'r -..•�•-^-'"'"" LOCATION OF SPNKLR NDS ARE THE RESPONSIBILITY OF THE INSTALLING '�`� - _ .•.,.,_,. �, .�-� r,�. - -1� n -�- - I�_----/�_-Y1x L . '� 1__-�:- �. � /" �' �1, CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. VAN 0-•. -O T��., �- rI I ' `IZn IIJ j. ii7DM D O� --U=* J II-. _ - --�- ® - II - 1� 1 .., 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SiTE AT ,\ _ 3I�t (V!Y IIS �Ln i L�pN ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. C "I III N. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. !p �I AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND ?2 I I Al- VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE (I AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD SPRINKLER HEAD LEGEND STREET II 6" PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT GENERAL LEGEND 2 I TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- SYMBOLS DESCRIPTIONS MANUFACTURER A PART NO. REFERENCE SYMBOL ARC RAO 7RJI DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE MENTS REQUIRED. PQC PaM OF cc�N►IEC.110N SF'ECIFICAi+utJ ve 5 3' FLAP SHRUB HE Aft 30 0.40 WJvESIF:D SARA t812 BC}Fl[ DJ lAll NO. 1 Pi:S-Cl40 N SEE SHEET 10 TFfSE PLANS WERE ORIGINALLY PREPARED BY LAND PLAIN PRESSURE SUPPLY LINES d SIZE 2-1R'9 LGR CLASS 315 P.V.C. SPECIFICAT 180' 8' S 5•FLAT SHRUB HEAD 30 0.80 RAJINMD SAM 1812 8H-FLT DETAIL NO.7 PCS-090 Q 90' 10' 15 LOW ANGLE SHRUB 30 0.40 RAI SAM 1612 100-LA DETAIL NO.7 PCS-040 PRESSURE SUPPLY LINES i SIZE 2'i SMI SCHEDULE 40 P.V.C. SPECT ATION DESIGN GROUP (6/30191) AND UPDATED 6Y FORMA (3/25/93) V 180• 10' 15 LOW ANGLE SHRUB IRO 30 0.80 RAP SAM 1812 10H-LA DETAIL NO.7 PCS-090 NON-PRESSURE LINES i SIZE 9CHEDUL.E 40 P.V.0• CIFICATION X 360• 10' 15 LOW ANGLE SHRUB HEAD 30 1.60 RANBIRD SAM 1812 10F-LA DETAIL NO.7 PCS-176 - -- SLEEVES FOR PIPE OR WIRES SCHEDULE 40 P.V.C. 900 6' S S•FLAT LAWN HEAD 30 0.40 RANEIIRD SAM 1806 880-FLT DETAIL NO.6 PCS-040 ® DELEI-EO SHfrF 1 BY c- `-d/ PUMP NO. I -FPE-IIOS-110 Pump PUMP A 180• 8' S 5'FLAT LAWN HEAD 30 0.80 RASAId 1806 BBFLT DETAIL N0.6 PCS-090 PUMP NO. 2 - FPE-SOS- NETIRD F+ DESCRIPTION OF REVISION DATE I CONTROLLER SEQUENCE � 90' 10' S LOW ANGLE LAWN NERD 30 0.40 RAI SAM 1806 100-LA DETAIL N0.6 PCS-040 APPR. GALLONS PER MINUTE REMOTE CONTROL VALVE SIZE 0 180 10' 15 LOW ANGLE LAWN HEAD 30 0.60 PAISAM 1806 10H-LA DETAIL N0.6 PCS-090 ® AUTOMATIC CONTROLLERS CALSENSE 32, 16 DETAIL NO./ I I 0 360' 10' 15 LOW ANGLE LAWN HEAD 30 1.60 RAINSIRD SAM 1806 10FAA DETAIL NO.6 PCS-ITS CITY OF RANCHO CUCAMONGA ' � 180• 8' S S•FLAT LAWN HEAD 30 0.80 RANBlRD SAM 1806 B8H-FLT DETAIL NO,6 PCs-090 �NDSCAF qp REMOTE CONTROL VALVES RAlNB 33 -CPDLRC DETAIL NO.2 (� 180• 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RAF61IRO SAM 1806 1 OH-LA DETAL NO-6 Pr-S-090 l`Q�O ��G�h( h�Q4� ��O GSH. Kup't f 4,p 0 QUICK COUPLING VALVES BIRD 33 DLJiC DETAIL No.3 `l� IRRIGATION PLAN ® O 4x SIDE STRIP LAWN HEAD 30 1.20 RA►VB�RO SAM 1806 15SST DETAIL N06 PCS-125 � � ?4 � � ti �� G y BACKFLOW PREVENTION ASSEMBLY FESCO 825Y DETAIL NO.4 0 180 5' 0 STREAM BUBBLER HE 30 1.00 RANBIRD SAM 18?z 5H-0 DETAIL NO-1 PCS-060 W �� vy -n � ��,� w GATE VALVES-LINE SIZE NIBCO T1131 DETAIL NO.S 90' 40 25 LARGE SHRUB ROTOR HD. 30 1.45 TORO C.V. S700HP 1.5 DETAIL NO 7 40 FOR FOR ® MASTER VALVE HARDIE 102 N-0 DETAIL NO.8 180' 40 25 LARGE SHRUB ROTOR HD 30 266 TORO CY S700HP 3.0 DETAIL NO 7 * a � * * 3 WATT INLAND EMPIRE C.V. S700HP FLOW SENSOR CALSENSE 220P DETAIL NO 6 � 360 40 25 LARGE SHRUB ROTOR HD. 30 4.63 TORO 700 6.0 DETAIL NO 7 � � �j� C) t STROPIL BOX IW.SS-24ss/1:.r P ACT 14380 PHASE 1 - 417© ELECTRICAL PEDEST - DETAIL NO.1,11 0 90' 15 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 150 DETAL NO.7 PCS-090 '9 -4'f Q�, - DOMESTIC PIR BRASS SPECIFICATION P` .F if 0� 180e 15 30 STANDARD SHRUB HEAD 30 1.85 RAINSIRD SAM 1812 15 H DETAIL NO.7 PCS•176 OF C AL1F ® MOISTURE NSOR CALSENSE 1000S DETAIL NO.2 APPROVED BY DATE - REMO TROL 144LVE PRESS.REG.TYPE RAJNBIRD Elf-CP-PRS DETAIL NO.2 X 360' 15 30 STANDARD SHRUB HEAD 30 3.70 RAINSIRD SAM 1812 15 F DETAIL NO.7 PCS-370 ® 8� 16 30 a W^ 1 11)0 �10 11 v 1006 ISM 0 1 V �s-�+f �Iz L COMECTIOW,(Y4I-Y CITY ENGINEER R.C.E. 2as53 DENOTES SPRING CHECK VALvE RISER SIZE VALCON ADV ® 10 w 0 M 8 )0 '3;�0 N M I" P3 8 N (f FC6-gr 0 10. 20' 40 DESIGN RE.COMNOC RD[0 DENOTES STUB-OUT DETAIL N0.10 , ALL RAIN BIRD SAM SHALL BE PRS TYPE. DRAY+N PL%'~ OF*" eeaees owwcrw11--0 1 614E E ADO TO CONTROLLERS 1 * 24 PC PERMANENT REMOTF CONTROL PIGTAIL ASSOCIATED IRRMATION CONSULTANTS 3100 BFnSTOL RIFF 1. SUIT 100 ADD TO ENCLOSURES TELEPHONE CABLE AND SET-UP FOR \" MODEM 2014 SEPULVEDA BLVD. LOS ANOELES CALIFORNIA NORTH .COSTA CA 92628 9 of 23 9001 5 TEL.M0.0111)477-0616 PAX NO.(213)477.2813 714 0-4700 CHECKED R C E N DRA AIING KCS, DATE FILE 140 L,4/3S-� SHEET L OF SHEL1 S GENERAL LEGEND SPRINKLER HEAD LEGEND . . SYMBOLS DE SCRIPTION 5 MANUFACIURER i PAR? NO. REFERENCE SYMBOL ARC RADIRJI DESCRIPTION PSI GF`V MFG. BODY NO2. REFERENCE SCREEN E PQG. PO1FlTpf GOMdFCT1CW SPE CIF ICA TtON 90, 8" 5 S' FLA 1 t> /fiUBliEAD 30 040 �"O;IRDSJ.Jr! 18l' tl(?Fll Ul '11X, NC) i Pte$-Q4Q PRESSURE SUPPLY LINES i SIZE 2-1/!•i LGA CLASS 315 P.V.C. SPEG1WFICATION � 1 8' S 5•FLAT SHRUB HEAD 30 0.80 RAR0 SAM 1812 SH-FLT DETAIL NO,7 PCS-090 Las w s� u Oat,, 0 90• 10' 15 LOW ANGLE SHRUB HEAD 30 0.40 RAINBIRD SAM 1812 100-LA DETAL NO.7 PCS-040 M PRESSURE SUPPLY LIMES i SQE 2'i SL& SCHEDULE 40 P.V.C. SPECIFICATION w V180• 10' 15 LOW 44GLE SHRUB 30 0.80 RAWMD SAM 1812 10H-LA DETAIL No.7 J: PCS-090 • � >ti 1 „ NON PRFSSUflE LINES i SIZE SCHEDULE 40 P.V.C. SPECIFICATIONX 360• 10' 15 LOW ANGLE SHRUB 30 1.60 RANBWD SAM 1812 10F-LA DETAIL NO.7 Z---- PCS-173 n �! -- - SLEEVES FOR PIPE OR WIRES SCLA HEDULE 40 P.V.C. � 90• 8' S S•FT LAWN HEAD30 0.40 RANBIRD SAM 1806 880-FLT DETAIL N0.6 PCs-O+p .�_• 2 -_ •s « � n� �. �] PLW PUMP 140. 1 - FPE-IIOS-IIOF DETAL NO. A 180• 8' S S•FT LAWN HEAD 30 0.80 RAINBIRD SAM 1806 BOH-FLT DETAIL NO. PCS-090 c, ,s ALPUMP N0. 2 - FPE-50S-40F LA � ,4 CONTROLLER SEOUENCE m 90• 10' 5 LOW ANGLE LAWN HEAD 30 0.40 RANBIRD SAM 1806 100-LA DETAIL N0.6 PCS-040 GLONS PER MINUTE(y' REMOTE CONTROL VALVE SIZE (� 180' t0' 1 S LOW ANGLE LAWN HEAD 30 0.80 JiANBlRD SAAR 1806 10H-LA DETAIL N0.6 PCS-090 �, Oro" « ® 0 360• 10' 15 LOW ANGLE LAWN HEAD 30 1.60 RANSIRD SAM 1806 10F-LA DETAIL NO.6 pCS-IT5 AUTOMATIC CONTROLLERS CALSENSELeeM- 32, 16 DETAIL NO.1,II Q REMOTE CONTROL VALVES RAINBIRD EFB-GP:p0S 5�� DETAIL NO.2 180• 8' S S•FLAT LAWN HEAD 30 0.80 RANBIRD SAM 1806 BOH-FLT DETAIL NO.6 PCS-090 so ! CHUICK COUPLNG VALVES RAIN BIRD 33 DLRC DETAIL N0.3 180• 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RANBIRD SMA 1806 1 OH-LA DETAIL NO.6 pCS-O90 s >A 0 1:34x SDE ST RIP LAWN HEAD 30 120 RANBIRO SAM 1806 15SST DETAIL N06 PCS-125 tst C ~ s7 W ® BACKFLOW PREVENTION ASSEMBLY FEBCO 82SY DETAIL NO.4 180' S' 0 STREAM BUBBLER HE 30 WO RAINBIRD SAM 1812 SH-B DETAIL NJ'I PCS-060 D.s•,s Basin s'' Is a 11104 b�o' ,s ,• ,l ,s ,! ,. �� �° s n !! NJORTH GATE VALVES--LINE SIZE NIBCO Ti 13 DETAIL N0,5 D 90° 40 25 LARGE SHRUB ROTOR HD 30 1.45 TORO C.V. S700HP 1.5 DETAIL ND 7 9 rMASTER VALVE HARDIE 102 N DETAIL NO.8 OCF 40 25 LARGE SHRUB ROTOR HD. 30 2 66 TORO C.V S700HP 3.0 DETALL NO.7 f ~° FLOW SENSOR CALSENSE 220P DETAIL NO x 360 40 25 LARGE SWUB ROTOR H0. 30 463 TORO C.Y. S700HP 6.0 DETAIL NO.7 �O DOMESTIC PIPING BRASS SPECIFICATION N � Q w ® ELECTRICAL PEDESTAL F*F wN. box N0. ss-,t4ss/ltoY •. �F, . _ DETAIL NO. 11 t? 90" 15 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 15 0 DETAIL NO.7 pCS-'090 KEY M A P -�"- � � � © MOISTURE SENSOR CALSENSE t000S DETAIL N0.2 V 180' 15 30 STANDARD SHRUB HEAD 30 1.85 RAINBIRD SAM 1812 15 H DETAL NO. 7 PCS-ITS LU REMOTE CONTROL SALVE PRESS.REG.TYPE RAINBIRD EFa-CP-PRS DETAIL N0. 2 360" 15 30 STANDARD SHRUB HEAD 30 3.70 RAINBIRD SAM 1812 15 F DETAIL NO.7 PCS-370 29 2 ■ r � I ■ ^ U DENOTES SPRING CHECK VALvE RISER SIZE VALCON ADV (2)STREAM BUBBLER 30 .50 RAINBIRD SAM 180 �-•6 1502-SBH DETAL NO. O ® is w 6 ttv,4,04 60V *J SO 1.15 0 • 10)N M (/ 1?S DENOTES STUB-OUT DETAIL N0. 10if ■ In ® r°Xrd 3D r M M P}F Is \ ALL RAIN BIRD SAM SHALL BE PRS TYPE. ■ + \ A00 TO CO ROLLERS I * 24 PC PERMANENT REMOTE CONTROL PIGTAIL ■ N ADD TO ENCLO ES TELEPHONE CABLE AND SET-UP FOR MODEM / I - SEE SHEET 9 -- ■ cc m II ■ O r 24th S I EET ■ w r- �� I II il�c� ■ w 17 r 18 7�p 19 20 2 1 22 ■ Lu -- - - - - - - -- 1 -- �- - - - - - - - - I - - - - - _ - - , ■ �- ''q� M 1 , w f 1 C/) Iri _ �. � 1' 1 J ,` 1 N. ■ Q B" �� 622 ■ �21 I _ a S GENERAL NOTES 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) Z ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. Q F R, POR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 13 ■ 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO ■ Q BE ADJUSTED FOR OPTIMUM PRESSURE.OR AS NOTED ON DRAWING. ■ Z W �S BY IALL NDIVIDUALLY ADJUSTING SPSTEMS TO AVOID SPRAY PNNKLR HOS AND O BLDGS. S,AND ROIL VALVES. 27 2 7 2 6 25 I 24 23 Lot A Q a AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT > Z LOCATION OF SPNKLR NDS ARE THE RESPONSIBILITY OF THE INSTALLING > CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. p I _ LU �- > 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. } LU Q NO SFTE REVIEWS ARE TO BE CONDUCTED Wn+KXrr THESE DRAWINGS. N N •, AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND ■ VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE ■ AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT �_` - TO THE OWNER'S ATTENTION BEFORE INSTALLATION. EY FAILING TO LSI■ SEE SHEET 9 DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- - --- - - --- _ -- --- - - ---- - - -- ---- --- MENTS REQUIRED. O■ ac Q■ [D �,,■ 24th 1.6% STREET UJ■■ O ��� THESE PLANS WERE OW04AL LY PREPARED BY LAPD PLAN W■ 21 24 1 25 26 27 DE.SO4 GROUP (6130/91) AND UPDATED BY FORMA (3125/93) ZV 16.9 Y - - - w _ _ I VEL�TtV 554AEST 8Y (.A,14Mx -y- DESCRIPTION OF REVISION DATE A"R. ICY OF RANCHO CUCAMONGA VON DSCgP 8S ■ b ■ I'U °, �O�NQSCA�F �Q,�O�`�.1. Ml1Mf4�s9 IRRIGATION PLAN ■ �S� ao.24p? yip i 621 620 c 2 0 °` 'S -�dl FOR Wit WAT LAND EMPIRE rEOFCAL*Z� TRACT 1 80 PHASE 1 FDATE APPROVED BY t5i� o e GOP- Tt 'FES C�I�IL�( CITY ENGINEER R.C.E. 24953 DESIGN R tc�ke11klwU nn M.T.P. ��►.�t fJ •lE¢:'h RM.�,e•otyn►•u+oK•rrc�.rFrnr,r•e�+r.r.+�r••w,r�.,. c t ..i ASSOCIATED IRRICIATION COh'FRULTANTS T.H.L. 3100 WrSTOL STREP-T, SU'IE 100 1 ;!0'14 !lEPNORTH -COSTA "' CA 926262ULVEbA SLVb. LOS ANGELES CALffORNiA li 714/W-4700 900!8 TEL NO.(213)477-0625 PAX NO.(!1a) 477-2815 RCE NO VIA, DATE PALE NO Sti'L L. I !�/ OF Ez SFiL [_ is Atrt!Pic! \ LOT D � FUTURE IRRIGATION , . ; ; a : . . /DEVELOPMENT v�. 0»� 3 • • PAYING ' (SEE CIVIL F TRACT 13527PLA slas e.• Court - to �� ���7 ILLI ' 0� u� .• •� `T �► + t 42 )o )+ 74 QoQ P� _ le I _D 151 IV Knoft -97 ,. . G is a• s. ,• c S3 20 _0 54V H 4 „t. 34 33 Q'w,e Q� O� ' /� D1 �3 : +• ,• ,• s C.u�„ i2 „ s� r M r� NORTH !' / 1 _ • - 1 AC PAVING 111 • SEE CIVIL 'PL/FNS� I CA) I I+ KEY MAP SPRINKLER HEAD LEGEND GENERAL LEGEND x cn FUTURE IRRIGATION- 3'7 D101 • W/DEVELOPMENT '• • SCREEN SYMBOL ARC RA TR.) DESCRIPTION PSI GPM MFG. BODY NO2. REFERENCE SYMBOLS DESCRIPTIONS YANUFACIURER i PARI NO. REFERENCE n m ` OF TRACT 13527 �� ,3/Fr, UJ III � • � PLS-040 �' 90r d 5 5' FLAT ShiRI+B NEAP 30 0 40 WlNtfilF:[%SJ1!' IdP dC}FlT UL'A1l NU 7 PQC. POIM Of GOMtF.C11pN �1 I ` • SPI OF ICA T K-N�' , ��p ISI i�l �• PCS-090 y 180• 8' 5 5 FLAT SHRUB HEAD 30 0.80 RA FURD SAM 1812 8H-FLT DETAIL NO.7 PRESSURE SUPPLY LINES&SIZE 2-1/2'i LGR CLASS 315 P.V.C. SPECIFICATION rnL PCS-040 0 90' 10' 15 LOW ANGLE SHRUB HEAD 30 0.40 RAINRFRD SAM 1812 100-U1 DETAIL NO.7. PRESSURE SUPPLY LINES i SIZE 2'3 SII SCHEDULE 40 P.V.C. SPECIFICATION c 7f 2K ` • PCs-090 V 180• 10' 1 S LOW ANGLE SHRUB 30 0.80 RAINrORD SAM IOH-LA DETAIL NO. ' \ PCS-17'5 X 360' 10- 15 LOW ANGLE SHRUB HEAD 30 1.60 RAINFURD SAM 1812 10F-LA DETAIL NO.7 N004-PRESSURE LINES&SIZE SCHEDULE 40 PVC. SPECIFICATION PCS-010 Iffl� 90' 8' S S FLAT LAWN HEAD 30 0.40 RA1NE11RD SAM 1806 B80-FLT DETAJL N0.6 SLEEVES FOR PIPE OR WIRES SCHEDULE 40 P.V.C. . �j ISI • \ PCS-090 A 160' 8' 5 S'FLAT LAWN HEAD 30 0.80 RAINR19D SAM 1806 B8H-FLT DETAIL NO.6 Puw PUMP NO. I -FPE-IIOS-I IOF DETAIL. NO 9 PCS-040 m 90' 10' 5 LOW ANGLE LAWN HEAD 30 0.40 RAINRIRD SAM 1806 100-LA DETAIL No.6 CONTROLLER SEQUENCE PUMP NO. 2 - FPE-50S-4OF PCS-090 0 180• 10- 15 LOW ANGLE LAWN HEAD 30 0.80 RIINMD SAM 1806 1OH-LA DETAIL NO. GALLONS PER MINUTE L- REMOTE CONTROL VALVE SIZE . '`•� PCS-IT5 O 360' /0 15 LOW ANGLE LAWN HEAD 30 1.60.. R&INFIRD SAM 1806 ,OF-LA DETAIL NO.6 ® AUTOMATIC CONTROLLERS CALSENSE 21000,32, 16� � P�3=� A 180 U1 8' S S'FT LAWN HEAD 30 0.80 FiI1AlEURD SAM 1806 88N-FLT DETAIL NO.6 DETAIL NO,1,11 C CO REMOTE CONTROL VALVES RAMYBLRf1 EFS-CP 180' 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RANY 9D SAM 1806 10H-LA DETAIL NO 6 -CAi 54-ft DETAIL NO.2 rA •. 0 , PCS-125 C� 4x SDE ST RIP L AWN HEAD 30 120 RANBIRD SAM 1806 t5SST DETAIL, N06 0 OUICK COUPLING VALVES RAIN BIRD 33 DLRC DETAIL N0.3 • PCS-060 0 180° 5' 0 STREAM BUBBLER HEAD 30 1.00 RANDIRD SAM 18 n„ 5H-0 DETAIL NO 1 ® BACKFLOW PREVENTION ASSEMBLY FESCO 825Y DETAIL NO.4 /-Ai •. D�o' 90" 40 25 LARGE SHRUB ROTOR HD. 30 1.45 TORO C.V. S700HP 1.5 DETAIL NO 7 w GATE VALVES LINE SIZE NIBCO Ti 13 DETAIL NO.S ® 18C! 40 25 LARGE SHRUB ROTOR HD 30 266 TORN C.V S700HP 30 DETAIL NO 7 MASTER VALVE HARDIE 102 N-0 DETAIL NO.8 • •' • 360 40 25 LARGE SHRUB ROTOR HD. 30 4.63 TORO C.V. S700HP 6.0 DETAIL NO.7 FLOW SENSOR CALSENSE 220P DETAIL N08 �`>♦ I ` ;-4 , sTRoN6 8oX No.SB-145shAoV 7� © ELECTRICAL PEDESTAL iil�vc r.c •.rv.c, r ur-�y . � DETAIL NO. 1,I I PCS-090 Q 90° 15 30 STANDARD SHRUB HEAD 30 0.95 RAINATRD SAM 1812 15 Q DETA� NO.T � y DOMESTIC PIPING BRASS SPECIFICATION . 3l�I • PGS-i.75 V 180 15 30 STANDARD SHRUB HEAD 30 1.85 RAINBK2D SAM 1812 15 H DETAIL NO.7 ® MOISTURE SENSOR CALSENSE 1000S DETAIL NO.2 - • • PCS_370360' 15 30 STANDARD SHRUB HEAD 30 3.70 RAINBIRD SAM 1812 IS F DETAIL NO.T REMOTE CONTROL vALVE PRESS.REG.TYPEVARAINBIRD EFflo-CP-PRS DETAIL NO 2 4,,j'F,A; • . �s" 115 ® 90° 15 vu (Qi��►'lr 30 1.10 1111 1� 115 H ♦� fj�i-5-p io I 11 H 0 1 N �G F M Y (� DEMOTES SPRING CHECK VALvE RISER SIZE VMLCON ADV ♦♦ i� •"• ALL RAIN BIRD SAM SHALL BE PRS TYPE, -OUT DENOTES STUB DETAIL NO.10 ♦• •.�• ADD TO CONTROLLERS I *24 PC PERMANENT REMOTE CONTROL PIGTAIL ♦♦ �.' O/ ' ADD TO ENCLOSURES TELEPHONE CABLE AND SET-UP FOR M% MODEM �� ♦♦ , : ;. r A UTOMA TIC CONTROL L ER ., D .. c� ♦♦ Q ` •� 32 STATIONS CJ�i� ♦♦ 1 \ NLIEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUrT TO �♦ •�/�+ 1 ; / BE PROVIDED BY DEVELOPER v ♦ `� ` 1" • i EXACT LOCATION TO BE DETERMINED IN THE FIELD. G�♦♦ DEBRIS BASIN 1 ♦ Av ' GENERAL NOTES ♦ 1 / 1. BISTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY - • J Q� / EOUIPMENTINSIDE PLANTING AREAS WNEREVER POSSIBLE. RrEMS • � SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY4 ■ • `/ ■ O L ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ■ ; / ' ��; / WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. 13 14 FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 13 ■ , i / 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO ■ =• / / / / BE ADJUSTED FOR OPTIMUM PRESSURE.OR AS NOTED ON DRAWWG. ■ -, / C^ ADJT ALL SYSTEMS TO AVOID SPRAY ONTO Bt DGS.WALKS,AND ROAD- WAYS BY INDIVIDUALLY ADJUSTWG SPNKLR HDS AND COW ROL VAL VES. ■ ;� ColFUTU4IRRIGATION c�~� ■ W/DEVELOPMENT 4, a AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT • r�, OF TRACT 13527 10C -{ LOCATION OF SPNILR HOS ARE THE RESPONSIBILITY OF THE INSTALL ■ • v� s ''" IFIG * CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO W ION- STALLAT ■ I • -' * 0�` 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ■ / Q / !l J �� ��P ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. ! ! l l / OF C Rl1F�Q NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. ■ - -1 r, l ! O PUMP NO. 2 i. AREAS RECEIVING iN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE • • / / � � ! / 2"BACKFLOW PREVENTION ASSEMBLY AND CONFIGURATION. IF DISCREPANCIES RE�TOAREOFOUND THAT WOULD PROVE DETRIMENTAL TO FNAL COVERAGE,THIS SHALL BE BROUGHT ■ ' TO THE OWNER'S ATTENTION BEFORE WSTALLATION. BY FAILING TO a RgtijP 2„WATER METER TO BE PROVIDED DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- • t 1 O BY DEVELOPER MENTS REQUIRED. I ,' • 1 ■ �� ~ r 4 PO.C. TO EXIST. 18"WATER MAIN THESE PLANS WERE ORiGAVALLY PREPARED BY LAND PLAN ■ _ �~/. Refer Debris/Desilting Basil PLarns (6/30/91) AND UPDATED BY FORMA (3/25!93) Sheet, No. ;9 of /8 LLJ - - _ 1• I _ Ii - _ ENS A PAV ib 1 I ul r i 'CIVIL. PI.IE1�5� r I I1 • 0A TEOFREVIS ON APPR. . I I I - -•-,4.E,1 --- - - -. ...... .. .... . r_ w �SeEeE ivl{Jld :14UI► iR.►.!!A'.Il�.��' ► il�.►..k'Tis-�'- ,------: ---.. _.. -._. ,_. .; .� . .. CITY OF RANCHO MoNGA ir� - . C II - - - _- - • • R. I� 'I - IRRIGATION PLAN ■ _ I I"I �i _ Ihll _�, _ ih Irl_ - _- �' 1 II •• I �Dn •• 1 + ■ x- -x I ' x -x x x- -x x x- -x " x x IIx-- -x- x X- -x-- -x- - p--x--"`�-x- x- -X x- -x- -x -x x- '-x�--x x-�}'Lx`-1 X " , - - I�x FOR ■ t�'' 1 h SII 1 I , A , , ►� n I � ,�� - WATT-x�-_X --x-V-x x-► -x-- x x- x- 'x x- -x x-�-x x x-- --x- --x x- -x-I�-x- -x--x x-�'-x� --x x- -x- '-x -x , x- x/ - - -- INLAND EMPIRE �--��- x -x- x x x x x x + -x 0C-x x l x-- - -t-- -x x x- -x , x x x -x x -x x x x -x- - -x x - , , 2 TRACT 14380 PHASE 1 OFFSITE • �.� ��! - �� �.�.� �.� �....�� �� • ! raw �� �..� �..�� �.��. �� .. • r '� _.�.. e.}._ 1 / ,I_ • \� t 1 Q- i 21 _-- - Ir�r jC v v v - I uy v '�-� I -�--. _""� 1 _ . + �...� _ '.�.,� ' '�'/ �� • 2 280 + OR- 10 �"f APPROVED BY DATE, TIV - TY ECE N Ih' r _. r Coe) 2111 2 2�L1 2 II Z'iJ' �c�"c,I~ f 95 COL11If l).. I_ o p rrd' to• za' '�' .1mHu D4 3 7 Dq DEBRIS 4, D1,0 BASIN D 3 3 ACCESS DI s ROACH 02„ ' o �3 47 oi�11 15 0l! �� ASSOCIATED IRRIGATION CO21T4LTLTANTs a :�; a "" ' °�"�,o _,a ss o Wil I�Z ly2 I y2 �� I /z I ~ /014 •EPULVEDA BLV 108 ANGELES CALIFORNIA -COSTACA 9�� 11 OF 2? _ _ - 714/540-4700 90026 T9L NO.(213) 7-8125 FAX NO. (212)477-2813 CME CKf(t ( RCE NO UT< .Yo IF'C iIF`t, OAT[ FILE NO .�r � t_ L I _ u t:)t1L 15 4 • Ar•. Owa+er 3 • J Lag bus Oath >I M • cT � t0 P 46 w a 13 a •• • 76 so 70 ps 14 N 41 SO ~ 71 ?3P4 1• t7 S, 7! Know ArM 47 40 at is Lo' 3• » to 1N 3• 39 l OI C "fit 39 S• S• 57 S>t :t D•DI1. ••.i/1 Cour) 33 X 31 A'tN >lY • t! • t7 t4 I t5 1 14t3 tQ 11 >• >♦ t7 >• „ f+1 NORTH 241n .S ir.01 ♦♦ KEY MAP r iii/ `♦ o11 ♦♦ IV 00 ♦♦ PROVIDE I I COMMON AND 7 CONTROL WIRES FROM '?yl � I Y� CONTROLLER " D " TO THIS POINT, G REQ' \ 9�� ♦. WIRES ARE TO BE INSTALLED IN VALVE BOX PER CITY ,�� PQ\`J\v �� •♦. , STANDARDS. REFER TO SHEET 22 FOR DETAIL. P 3. co y�� 1 _ ��''� - - - yeti ♦♦ J D11 �� ♦% O Q� SII � � ,-. f�� ♦1 SPRINKLER HEAD LEGEND O� GENERAL LEGEND OCG' 1♦ SYMBOLS DESCRIPTIONS MANUFACTURER i PART NO. REFERENCE . SYMBOL ARC RAD I RJJ DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE SCREEN 11 w .• POG PCXN'TOf CC»dECT10N Sj'LCIFICATK-N ` 8 5 5' FLA! zFOWB Fit AD 30 040 W,*,F:Is'USAM 1801 8aFLT Ot IAL' Nl) I DETAIL PGS-040 DIS 180' 8' 5 S'FLAT SHRUB HEAD 30 0.80 RA.+4r3 9D SAM 1812 8H-FLT DETAIL NO,7 PCS-090 D p v . PRESSURE SUPPLY LINES 8 SIZE 2-1/r i lGR CLASS 31S P.V.C. St>ECIFICATION Q 90- 10' 15 IOW ANGLE SHRUB FfE 30 0.40 RAttttLctD SAM 1812 100DETAIL N0.7 PCS-040 �/ • PRESSURE SUPPLY LINES i SIZE T i SILL SCHEDULE 40 P.V.C. SPECIFICATION I .. NON-PRESSURE LINES 8 SIZE SCHEDULE 40 P.V.C. SPECIFICATION V 180• 10' 15 LOW ANGLE SHRUB HEAD 30 0.80 RA1w4P_JtD SAM 1812 1 OWLA DETAIL N0.7 PCS-090 X 360' 10• 15 LOW ANCA E SHRUB HEA 30 1.60 RAr�TD SAM 1812 1DF-LA DETAIL NO.7 PCS-175 PIAW--- ---- SLEEVES FOR PIPE OR WIRES SCHEDULE 10 P.V.C. 5090' 8' S 5'FLAT LAWN HEAD 30 0.40 R -1tII 0 SAM 1806 060-FLT DETADETAIL. NO.6 PCS-040 PUMP NO. 2 - FPE-5 PUMP NO. I -FPE- 0S-S-44FDETAILDETNO 9 A 180A• 8' S S'FLAT LAWN HEAD 30 0.80 RAMURD SAM 1806 BOH-FLT DETAIL NO.6 PCS-090 • !'� CONTROLLER SEOUENCE _ t� 90' 10' S LOW ANGi.E LAWN HEAD 90 0.40 RAPMIRD SAM 1606 100-U1 DETAIL. N0 6 PCS-040 -DiT• GALLS PER MIN REMOOTE CONTROL VALVE SIZE [: (� 180' 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RAlJRIFID SAM 1806 10H-LA DETAIL N0.6 PCS-090 G J ® AUTOMATIC CONTROLLERS CALSENISE LTx!•32, 16 DETAIL NO.1,11 MQ 360• 10' 15 LOW ANGLE LAWN HEAD 30 1.60 .P.-MD SAM 1806 10F-LA DETAIL No.6 PCS-IT'S CJV 4% 180• 8' S S'FLAT LAWN HEAD 30 0.80 RA-wo IRO SAM 1806 0809014-FLT DETAIL NO. PCS- �, .. Q REMOTE CONTROL VALVES RAttvBtRD EFS-CP-�� W194," DETAIL N0.2 � • 1 10' 15 LOW ANGLE LAWN HEAD 30 0.60 RAPSR>tTD SAM 1806 tOH-LA DETAIL NO.6 PCS-090 QUICK COUPLING VALVES RAM BIRD 33 DLRC DETAIL NO.9 BACKFLOW PREVENTION ASSEMBLY FEBDETAIL MY NO4 O 4x SCE STRIP LAWN HEAD 30 120 RAINRRD SIM 1806 15SST DETAIL N06 PCS-125 ® NTIq 1800 S 0 STREAM BUBBLER NE 30 1.00 R/1P+R R0 SAM 01 5H-B DETAIL W PCS-060 1111114 GATE VALVES--LINE SIZE Ntf1(',O Till DETAIL NO.S b�o' gpr 40 25 LARGE SHRUB ROTOR HD 30 1.45 TORO CV. S700FIP 1.5 DETAIL NQ 7 ® MASTER VALVE FIARDIE 102 N-0 DETAIL NO.B 40 40 25 LARGE SHRUB ROTOR HD 30 266 TORn C.V S700HP 3.0 DETAIL_ N0.7 \ . FLOW SENSOR CALSENSE 220P DETAIL NO. 360 40 25 LARGE SHRUB ROTOR NO. 30 ® 4.63 TORO C.V. S70DH 6.0 DETAIL NO.7 STa0X me.•.sD-245sllsO V ELECTRICAL PEDESTAL #1E"EI' '_�"`_� r&art tr_ . P E DETAIL NO.1,II I 0 / yy .., .� 0 90 15 30 STANDARD SHRUB HEAD 30 0.95 RAINR fRD SAM 1812 150 DETAIL. NO.T PCS-090 / . DOMESTIC PIPING BRASS SPECIFICATION I • 1727 \ , , DE8 R I S BASIN ® MOISTURE SENSOR CALSENSE 100-S DETAIL NO.2 V 180° 15 30 STANDARD SHRUB HEAD 30 1.85 RAINBIRO SAM 1812 15 H DETAIL NO T PCS-ITS . REMOTE CONTROL IALVE PRESS.REG.TYPE RAINHIRD EFO-CP-PRS DETAIL ND.2 15 30 STANDARD SHRUB HEAD 30 3.70 RAINSIRD SAM 1812 M3 F DETAIL NO.7 PCS-370 30 r I�wart, 4k 910 rl:�5 r 1A K N u b PC-6-115 DENOTES SPRING CHECK VALvE RISER SIZE VALCON ADV S�O1 • (TQ DENOTES STUB-OUT DETAIL NO.10 V FU6-310 � ! • ALL RAIN BIRD SAM SHALL BE PRS TYPE. 1 ADD TO CONTROLLERS = I u 24 PC PERMANENT REMOTE CONTROL PIGTAIL ADD TO ENCLOSURES TELEPHONE CABLE AND SET-UP FOR MODEM 1 \ : PRESSURE CALCULATIO" 11 STATIC PRESSURE NNW LOW 1 ELEVATION . SOURCE OF INFORMATION • . PHONENUMBER 64 jtj_L _ • . DATE OF INFORMATION 2 • �_ ■ CONCRETE SPILLWAY (N.I.C. • WATER METER t 4 Sal 2N H.0.L 01 • . ELEVATION lilt of x .433 . 05.-* ` TFESE PLANS WERE ORIC�MVALLY PREPARED BY LAPD PLAN REMOTE CONTROL VALVE SIZE _1 DESICaN GROUP (6/30/91) AND UPDATED BY FORMA (3/25!93) MAXIMUM DEMAND 1+1 G.P.M 1 1 • LU . ELEVATION 11,71 o%.)4NDSC4,0 w J a PRESSURE 0 R.C.Y. ►.Sl SIZE ITEM IAD� / • 21 WATER METER X ' ,`�1 BIR'C n2�pj1 R.P. 6ACKFLOWDEVICE o ti " �' ASSCICIATED IRRIGATION CONSULTANTS • I ��� ,+L SEE CIVIL, PLANS ` fsATEVALVE 2�F1�+1 -�- GENERAL NOTES �_' r• 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA I X , 2 MASTER VALVE �lo_ * p0026 Tom.NO,(213)477-"25 FAX NO. (Z 13)477-2813' !*' ! ► - ► PRESS. REO. 4=`E _ .�'+�.- .. . i ,'- • _ �''�' ,> ,wr.+rrwi�- i�►�% 22 1. INSTALL ALL PP,ESSURE AND NON-PRESSURE LINES AND ANY f it 1J MAIN LINE LOSS �_ l \ 1 - o �'L v 1*di _ �/ I L � - - jJt - - ECXJIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (11TVS X X� i X yX I /� X X-1*- /�- -A , /� A I REMOTE CONTROL VALVE � � F � rye - SHOWN OUTSIDE SUCHAREAS FOR PURPOSES OF CLAR"ONLY4 OF C AITF _II �� II I�p 1� ��I 3�� N U I �� * A 1 LITERAL LINE 2 ALL ECXIIPMENT SHALL BE SELECTED AND INSTALLED W ACCORDANCE CIT Y I I I I lot I1r n o i b < L -- -X p X-- --X X X- ---X- -X X-' I X- --X X-' -- X - -�X X FITTiNcs loss(tox) _ WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. ! 14 DESCRIPTION OF ftFViSION DATE A"R. III 1 © I ELEVATION CHANGE #/.o 13 X ' I I X-- X=' -X „ X--�-X-'T-X ��TX4LX X IK4-' �- X /C -T--X -S TOTAL SYSTEM LOSSES 's� S. F�R SYMBOL DESIGNATK�N,SEE LEGEND ON SHEET NO, CITY OF RANCHO C U CA M O N G A /L� /LII PRESSURE REQUIRED AT MEAD: to 4.' WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO < ix X X _X_ -X-t-X' _X X X `� X I X X X X X-�C X-�-- -g TOTAL PRESSURE REOUtRED: BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. I{yM �� • �,� �� �,, �„�� �� ^� • "'(�� rp STATIC PRE SSURf AVAILABLE: �� ( l ,l L" p :¢ � IRRIGATION PLA N I' I I N `� REG.PRESSURE AVAILABLE(PRE-SET) hm l� 111.,rl �(I S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS.AND ROAD V V T47 V - _ -�(y� -._yV V V V V WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HOS AND CONTROL VALVES. FOR _ RESIDUAL WATER PRESSURE: 3 CITY RESIDUAL WATER WATT INLAND EMPIRE 1 I ) p i. AREAS THAT NEED TO BE DEFINED IN ORDER-TO DETERMINE EXACT G PRESSURE REQUESTED: 1 20 LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLWC3 9 D & D 5 0 D I 4 7 --8 w CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO W STALLAT)ON. TRACT 143VO PHASE 1, - OFFSITE y2F yZ 11 y211 /2,I R A 7. As-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT DEBRIS BASIN ACCESS O D ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. APPROVED BY � DAT E � NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. CITY ENGINEER R.C.E. 24953 �. ARENAS RECEIVING AN IRRIGATION SYSTEMA SHALL BE REVIEWED AND Df SSC VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACYOF SIZE ' Pr C CSR'k if R to PROVIDE 1 COMMON AND 2 CONTROL WIRES FROM AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD CONTROLLER " D " TO THIS POINT FOR FUTURE USE. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT WIRES ARE TO BE INSTALLED IN VALVE BOX PER CITY TOTHE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DF, 'V- V3TOTREf' ,SUI"" STANDARDS. REFER TO SHEET 22 FOR DETAIL. DO SO.THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- 3,00 (ETOL A kff T, SUITt 26 12 oF 3 �AENTS REQUIRED. COSTA MF71 54 -4700 �t4/s O-4 00 C►�E CRE 1) RCE No DF.A y-AbC N"--). DATE FILE NFO S�L SHEL] _16- OF 167 SI-ALL IS 24" STRONG BOX MODEL NO' SB-2�tS't20v � TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45- ELLS GENERAL LEGEND SCH 40 PVC MALE ADAPTOR BACKFLOW PREVENTER w SCH 80 PVC UNION 'SNAP-TITS' CONNECTORS ASSEMBLY -BRASS OR PVC '+'PP'_c r RAIN BIRD 33 DLRC WITH RED sYVPOL.� DESCRIPTIONS MARUFaC-IjunrIl a P�t� NO. REFERENCE - NOTE: ___URIC CONTROL '.'ALVE BRASS NIPPLE - P AL w RUBBER CAa SJPP'_" ONE kEY / », ° ACES _ - ENCLOSURE 1'p BE GROUNDED PER Z I PER '2 Q(-;'S INCLUDING HOSE GC.. PC7P1T OF 0 .Isvftv`,�`rT 4 ` '(C C,�f IC:A11C 1 LOCAL CODE, GROUND ROD TO BE o 3 p S'RUC"DRE OR INSTALLED INSIDE ENCLOSJRE. ON PLASTIC VALVE BOX swIVELS. COWROl.'_ER SIDE m g MARKED 'IRRIGA,ION RCT z z 'CARSON OR QLUAL) _ -ARDSCaPING .-LINE SI�_D BRASS n ' BRASS 90' EL - YP'CAL � ,� (�) PLACES Pi�SSURE SUPPLY LINES i SIZE 2-1/2"i L(iR CLASS 315 P.V.C. SPEC-1FICATION g w % ETCHED WITH CONTROLLER -INISH GRADE - INSTALL IN BALL VALVE / °, a AND VALVE SEQUENCE PLANTER SEC ONLY �t BRASS _E PRFS�SURE SUPPLY LINES i SIZE 20 i SAA!. SCHEDULE 40 P.V.C. SPECIFICATION II ' 18" MAXIMUM : \ - 6 CK x '2' WIDE NON-P`RFSSURE LMWS i SIZE SCHEDULE 40 P.V,C. SPECIFICATION FINISH 6' MIN. , GRADE _ FINISH GRADE f _---- +- r C CRZE PAD (LENGTH VARIES . • > BRASS WYE STRAINER f _ --= SLEEVES FOR PIPE OR WIRES SCHEDULE IQ P.V.0 m�(p1011_5-2 "T' C I _^' S�L'MANUFACTURER) Iti n - -_ - - -- -- _ - -- WITH 60 MESH a)� 8 II I 3'-� X 3'-6' X CONCRETE ! �- s o e P �o o• Z SLCPE 'C DRAIN AT MINIMUM FOOTING INSTAL A MINIMUM OF _ b .. L -1 i 2�• c _ 2 MONEL SCREEN 2' Q .. Y ABOVE= ORAD_ AND SLOPE 7-T - - - SIDEWALK �T _' ���� _ Y - TOP TO DRAIN AT MINIMUM of 2z. '� - '- �- -T i- T -- - - _ --- _ _ - - :-- _ - R UNI N (NIS GRADE _140. FPF - . . J 1 MO STURE FINISH P j S 4OF ( K Z fS �� ��•- :-+�� s:'soR �I I_ e Ass o P 2 FPE- 50 P � DETAIL N �. `�j > w�.-aE SCH 40 BRASS NIPPLE 12" -_ �TR\JLLER SECIU NGE - COMMON WIRE/CONTROL WIRES IN r \� R=QJIRED w., 'r ' I " SCH BRASS 9'� _.L i �,_ 7 - 3^ SCH.40 PJC CONDUIT. -� F' - _ =_ GALLONS PER AAIB+.",ITE 3^ ,F _ -� PIC TAIL EXPANS V 2j - - _-_ - I REL4QTE CONTROL VALVE SIZE -w _OOP (MIN. 2a^ LONG) �! SCH -J BRASS 91 S'REE- ELI_ STAINLESS STEEL o �_ _ _ -BRASS NIPPLE - P'CAL 120 VOLT WIRE IN RIGID STEEL\ ✓ �' _� �_ -- .r SCREW CLAMP PLACES CONDUrt PER LOCAL CODE L90' WEEP ELL �- - f - -�s�_ SCH �0 BRASS N'PP'�E - c z'i i' -ROM WA SOURCE- AUTOW,ATICi GMJTR� RS CALSENSE - - -. DETAL NO. 1 II z _ BRASS ANGLE GLOBE z 24 LNG H MINIMJM (31 PACE- �' - f r I TO POWER SIDE OF CABINET FLOW 1� r- I! VALVE W�UNION - ' � 9 COMPACTION -�:-'y , SCH 40 PVC MALE T ADAPTORS TYPICAL @ REMOTE CONTROL VALVES R/L R"PD EFB-CP-?R'S 11'� DETAIL NO.Z 'Cr t6" _ I m -' -- _} - 3!a' ASHED m - n r N4 REBAR STAKE a°� J _QUIRcD ^'� .2) PLACES y.- l -�v W _ SCS __ PVC 9. S-REE' ELL- a LONG) -' _ CRUSHE:. ACG?=GATE �- �2 ELECTRIC METER PER SCE _ i 1- `' OLOCK COUPLNV3 VALVES RAMI B� 33 Dt�E'-D1J P(E1lEItY ISo ) DETAIL NO.3 HEAVY DUTY WEATHER - RESISTANT � T a e - � il�� r PIANO ETEC?RIC SW"TCH FOR SECURITY '.� - , vPHOT • e ••o'' •�O o _ / ' TOrL-Ea ". --� �` ',,�y,��'J'` J {��►� jC­f+�^(„• DETAIL NO.LIGHT CONTROL AS REQUIRED PER V� � -4'� -K " f, �. - - -- " p r = _ NE TO SYSTEMS FL ASSF�LY W GO �scH Bo vc NIPPLE Lu BACKFLOW PREVENTION FEE�CO�Y - GATE VALVES-LINE SIZE _ WkrT 5ESI 40-5-ICT-CW DETAIL NO.5 CONTROL k COMMOr. 'HIRES ^ �-�t _ F BRASS 90' EL - I �_ � _-- - '2' x x '� CONCR_'E - - - - - - _ CALSENSE CONTROLLER MODEL N0. - - -._ _ - - - _ \ '+RUST BOCK -`°' ' PLACES PER PLANS. J -- - } ,- cA` ® STFR VALVE 4UPE1uo2. 3100 *4-& DETAIL NO. B REFER -0 CONTROLLER __ ELEGTGILfl�14PltleGlM (/l{,,.pgE Y/tWi� INSTALLATION STD. SASS PIPE WPc'PE BACKFLOW DEVICE IS 2 '/2" OR SMALLER. ['� Q��/�� /� SECURITY LIGHT �\ .,-_VANIZED PIPE WHERE BACKFLOW' 'S 3" CR LARGER. • LOW SENSOR �S NSE VOP DETAIL�8 TIMER REOUIRED PER L_J '�.. ELECTRICAL PEDESTAL STRONG BOX NO. Sg-Z459/120Y DETAIL NO. 1 11 PLANS. FINISH � • 9RASS 'J!PPLE- � `+ � t GRADE B' GR ND ROD CES. Y SCH 40 CONDUIT I !' SCH 4C PVC SXSX' `EE-� - ,_ PRFSUPPLY ,r _ RAlM'• I I PRESSURE SUPPLv _:E PRESSURE NSTALL PER LOCAL CODES. r iv, S�'EGIFICATION FOR SECUR"Y LIGHT MI"J !I I I 2'; ,•r WIRING. - ---- _ 120 VOLT WIRE IN RIGID NOTES _'NE "NG _ STEP CONDUI- (PER •,S'A_L CONTRO_ VA'_`JES A MINIMUM. OF '_�' r'ROM S-RJC�.'RES OR WA?DSC4D NG. EQJIPMENT TO 9E INSTAL,E✓ AT A MINIMUM, OF 24^ FROM ANY Q .. .. S'R.:C'L,RES CP -'aRDSCaP NG \ --- - �. r? I - •_. OCA. CODE: , 2 rc p'_AN'- BEDS NHIE` R P - ',EX' '0 SIDE'J,'A.KS. P . ... ,. KESS;RE S.i°P'_" '-'NE 2- SCH so CONDUIT �_ �-- -y �. ',S�A.L "'.E OSS'9_� v; E JN;T 'S vEY" :. 5`RUC'.;RF "E WALL BUILDING, E'C.) .. . FOR PHONE MODEM �."-- -'.R x�--. `� f� _ C HOOK-UP r - _ .' L -- s.ANDaxD PLAN _ Cr- .A~,E 3Qx " 4GHT ANGLL 0 S"RDC „°_ OR ARDSCAP!NG ti L,N _ ..,,,.K.. . „ LN Nati-_' _ _ S.,_ STANDARD PLANI�'-..�1 G R�i»�G RLV T ,_ F?D EF8 CP-PRS DETAJt.. tom. 2 -.. - ? a .. A E =S .. -L 530 1. ORIENT U ARA_L I __ - °_ACE AGGREGA'E PRIOR TO NSTALLA'IOr, OF 'vA_.E BOX. r0 �S' c Or �P. � c R Rc I 53.9 - - ACH ME A_ ,AL'✓E DEN-IF'.CATION TAG WITH APPPOPRIATE CONTROLLER ANO N' P E S'RE=` ET I or ) y a_vE NJMBER SHEET 1 LOCATE UNIT W^7"!N SHRUB AREAS WHEREEVER POSSIBLE. 517 OEWJTES SPRING CHECK VALVE RISER SIZE VALCON ADH STANDARD PLAN SHEET 1 OF I TYPICAL ELECTRICAL PEDESTAL AND AUTOMAT REMOTE CONTROL VALVE WITH 522 QUICK COUPLING VALVE WITH METAL AKE REDUCED PRESSURE BACKFLOW � DENOTES STUB-OUT DETAIL No. 10 CONTROLLER ASSEMBLY -� SHUT-OFF VALVE 81 UNION SHEET 1 OF 1 ME VFNI ER 00 o LLERS : 1 � 24 PC AN REIMOTE PIGTAIL aj Z ' V) POP-UP TURF HEAD SET TO SPRINKLER HEAD LEGEND m MFG'S GRADE SPECS. (-FINISH GRADE ! Z ROUND PLASTIC VALVE BOx & I - MI-POP SHRUB HEAD SET - t -CSL ARS F;A t R. pu SC-mP110K I'S I GPi AES Ci. t kCyl. i E F E FSE NGE w g n0,✓EP "ED "PP-GATION <,'E" MFG'S GRADE SPECS. SC `$ _ I1E -C- l ` c a (CARSON 0� EQUAL) r r r�. r'NISH GRADE K __ ,. l�_.�._- F _ -, , Z -- - - - - - PGS Vii` ' 6 3 5' FL/EI S+''. �4= FiCAla 3Q Q.4Q Fid C r�As 1& ' &0�fLI Oc I�. k-) ) - - - - PCS-090 `/ 1 4 0' S S' FLAT SHRUB HEAD 30 0.80 RAm"-I!"r'p"t?SAM 1812 8+FLT DETAN NO.7 FINISH ,RADE .--- - - - p'> ' PCS-040 0 10' 15 LOVA AN��Il�SFIRl1B HE 30 0.�0 RA. =D SAI►. 1 Bt? 100-LD1 DETAl� N0.7 j _I --- -- _'' i_- 1 - 1 10' 1 S LOW A N-E%*lUB HE 3 .90 RArm"MI W'D SAM t PCS-090 0 0 1 - - PC �/ 8t? OH-V► DETA6 N0.7 - - ! et2 tOF{JI DET/1II NO.7 � - - - - =' Q =I �= PCS- 175 X 3M' 10' 15 LOIN/►r'dGi E SH IUB HIE 30 1.80 RA!!'fF',MI SAM 1 -- 1r� - - I- I- _- - - I _ _ I I;_.r _.t - zll AL VAJ LAI A r% -- �I man F1 T_ Zj -III=�--� - - SCH 80 PVC N FILE I, 11- I_ inion 4 ;..BRASS BALL VALVE (MINIMUM 2" LON C14 I, q -! �.� 'OD - Pel4 e 77 i •. } L SCH 80 NIP°' F - 6" NG PeG SCH 40 PVC tr ' 27� T x T 90 ELL - LT, 1 d1k 7- 7 , t . �- MARLEX 90 STREET ELLRUI / a s - - - - Comm Ula - VALVES - - _ _ - - - _ -r_- - -- -- - i� - _ a a �MARLEX 90• ELL V y o C L` R 0 Ca�TItQ. t v. NON-PRESSURE L h-- l- SCH 40 PVC - - - - - - -L_- - -IND MARLEX 90' STREET'ELL CALUJ;SC a a L- 90 STREE' ELL _ - ANON-PRESSURE ' _ NON-PRESSURE LATERAL LIN ;ATE RAL FiT'ING ' - MARLEX 90' STREET ELL PCS- 090 Q �* 15 30 STANDARD SFftUE� HEAD � 6.95 RAINRrRp SAM I812 15 Q OETAi<._ �, 7 - 3/a WASHED CRUSHED -NON-PRESSURE LATERAL _NE\ ` SCH 80 PVC NIPPLE �-- WATER rLDW IM AGGREGATE BASE TYPICAL (2) PLACES 30R Mglc. PCS- 178 v 180" 15 30 STAID SHRUB HEAD 30 1.85 RAIWF�PD SAIM 1812 IS H DETAIL NO. 7 NOTES: NOTE \--ANTI-DRAIN VAL VE AS REQUIRED MAX. PLACE AGGREGATE PRIOR A INSTALLATION OF VALVE BOX. LOCATE HEAD D TO 6' FROM WALKS, CURBS, NARDSC NG Ow' $TRIPS, P C1 0 M KS 370 15 30 STANnARD SHRU9 HEAD 30 3.70 RAIHEID SAM 1812 15 F DETAn-- N0,7 2 'NS-ALL CO!1'ROL 'RIVES A MIN. OF '2" FROM S'RUCTURES OR HARDSCAPING. -'FADER BOARDS, AND EDGES OF LAWN, NOTE: POSSIB 3. DLA -LL :'ACNES PLAN- BEDS LIES - '✓ER 7jPES'_O NEXT S SDE WALKS. LOCATE HEAD 2' TO 6" FROM WALKS, CURBS, +AROSCAP!NG, MOW STRIPS, J;� MASTER FLDWy PUMP BQCKFL W WI � 1f 0 (L) STREAM SUBV ER 30 Q,� RA�D `SAM I$OG �Z_S� PETAL I�7 4 PL.•CE JAS✓E BOX A- RIGHT ANGLES TO STRUC'JRES OR HARDSCAPING 2. .,SE 'FELON TAPE ON ALL MALE THREADS. -!FADER BOARDS, AND EDGES OF LAWN. 5. PI-CE AGGREGA-E PRIOR '0 !NS _ATION OF ✓A,:✓E 30x HALVE SENSOR VENTER METER • 6 ME-AL .A_;E DENTIEICA ON TAG WITH APPROPRIATE CON'ROLLEP AND 3 '.S-ALL HEADS W7H INTERNAL CHECK VALVE AND PESSURE 2. USE TEFLON TAPE ON ALL MALE THREADS. �I� CALSENSE FEE�CC1 82`i /` 3. IrJSTALL FADS WITH ":`FRAIL CHECK VALVE 4,D aPFSSURE /1 �. -1'1�. _ '�1�n A ■ A �.,T_ x �� ua�sEP _ 1✓ ".SA-Nc FFA' RE as P.P '�E 'RR!cano PAN. 3100 tW"o. 220P h1lGOVE� - .. - 4 H_AD CO".r.ECT.ON AT Bp OM INCE ONLY COMPENSATING FEATURE AS PER THE IRRIGATIOI. PLAN. STANDARD INC PLAN 4 HEAD CONNECTION AT BOTTOM INLET ONLY. STANDARD PLAN PQ•G. I 21. 2r. 21. 2 t 518 532 534 P.O.C. 2 2•• 2,r 2,• 2" ALL BIRC> SAM SHALL BE PETS TYt>�. POP-UP TURF RAY HEAD SHEET 1 OF 1 HI-POP SHRUB_ SPRAY TYPICAL CONTROLLER INSTALLATION WITH SHEET 1 OF 1 GATE VALVE- 3 It or smoker FLOW SE NSM 6 MAST E�. VALVE. , CALSENSE MODEL "FM" FLOW SENSOR SHALL BE INSTALLED WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET INLINE, ONE (1) PER WATER METER, AS PER NOTES, WITH (10) LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY DIAM.FTERS OF SENSOR-SIZED PIPE UPSTREAM OF FLOW PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT' 4c" SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED PIPE PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL PLASTIC VALVE Box DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A --_-__-- --_--- Fcn ,-PIVOT ROD CAST T ---� - - (CARSON OR EQUAL) FLOW SENSOR SHALL BE INSTALLED MINIMUM TEN (10) QUARTER CIRCLE OR HALF CIRCLE SPWvKLER HEAD ON IN CONCRETE STAND ALONE CONTROLLER WITH PHONE LINE SENSOR-SIZED DIAMETERS UPSTREAM OR • DOWNSTREAM EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE CONCRETE PAD PIG-TAIL COMMON WIRE (MIN. 24' FROM ANY VALVE, FITTINGS, METER OR BACKFLOW DEVICE. PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE LONG) ' o WIRES FROM FLOW SENSOR TO CONTROLLER SHALL C01.SIST AT NO ADDITIONAL COST TO THE OIR'►dER. (TYPICAL) -_- - - ^^^--- -LIE} - m' BRASS GATE VALVE - LINE SZE OF ONE (1) BLACK AND ONE (1) RED STANDARD *11 : se a ae z >; >.e r, r.K s rt•r >C r.r AND DISCHARGE -y �J f Z "-' / / 11 -..__-- _ - - ,�,�,�,�,�,.,�K,� ,� x _ CORE FOR IKTAXE-- IRRIGATION VALVE WIPES. FLOW SENSOR SHALL BE HOUSED -- _ ! Zi 1 CAP AND PIG TAIL PILOT WIRES IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL g' / VALVES SPECIFIED ON PLANS AND MARKED "F.S." FLOW -- 46"-� o a � � OTS'. AS REQUIRED .> PVD- PCD CAS- C Z; CALSENSE CONTROLLER SENSORS AVAILABLE FROM RICH MURRAY FROM CALSENSE Q �w COnDaE E n �- FINISH GRADE - PLANTERS ONLY �I MODEL NO PER PLANS LOCATED AT 207S CORTE DEL NODAL, SUITE J. CARLSBAD, CA 92000. HE MAY BE REACHED AT �- .�CONCF PAI@TES 1 �_ \ _ - P R = 1 1�, _ PUMP ENCLOSURE IS A CE m - ___-i L-�- -�- -.-- --. -. - - PIVOT 1 VOLT DUPLEX �� _ P R ENDi CALSENSE 949 - 1458- 0129 ° - _ __ _ 5 L _ - SE $E HARNf _ I SS ApLU5TA9LE �rF' � 2. CONSTRUCTION MATER( .� 5052-H32 E T I ��''!J F"- - L_ -- MARINE GRADE ALU M t -_ I I 64 C - CORE FOR STAINLESS HARDw = +� ` "- - / U ``Jl ~ I TERMINAL STRIPS TO 3. WEIGH' 'S 160 :B'0 LBS - ~- SIZE ATTACH IRRIGATION N'A..EyAN,' D-SCHAR-- PEO SIDE) # = �'•- ) Z, GI RJ-t1 PHO JACK ij MATCH CONTROLLER - 18` _� y r I- SCH. 40 PVC REMOTE PIGTAIL MFG 'v PRESSURE SUPPLY " ' -+J PER PLANS ROJECT REQUIRES ONE (1) CALSENSE MOTS STANDARD PLAN . I 3" LINE SIZE PER PLAN ! I SENS OR EVERY FOUR (4) IRRIGATION VALV .GILL A MESSURE RE4uLATIN6/ 2' SCH 40 PHO FIELD WIRES r NON SLAM CHECK VALVE coNDur =OP PH(, CALSENSE DELZ1aoR 21 STA REQUIRE 1►FOtSTURE �RK�SC4p i I L cf Put�P CONTROL - -- 538 = MODE+ HoOK.JP SENSORS. PLA �FNT OF MOISTURE 70RS SNAIL BE F R�� �D LGfENp r D�T15. l5 BY L�•NTEx" PANEL 1 ` / BUTTERFLY E _- --- _ ) �- L SHEET ,. DF 1 -- ^ ^ / i-i1 i �Q` Gl{,1. FfUI/�r 9� l/ 11 THE RESPONSIRILI F THE � AG1 URER. FOR 51 0� z•A►+eLe Igor+ LII �orrA v FL/+NbE 1!_L c f�f:l 4TION CONTACT: eC �'� 1, S NtLDEDTO BASE n` _� i ��-� J -LOW INSTALLATION AND PUR • i T OESCRIf`TION OF REVISION 1 \ ,r '� DATE El=r �. -1 -fL II TEE - RICH MURRY 2 AMtUGE P - 7-,7 - NCLOSURE MOUNT 'CALSE CITY OF RANCHO CUCAMONGA 2075 '1 E DEL NOGAL, SUITE J #NOTESSBA.D, CALIFORNIA 92009 ozFLOW SWITCH �EiYPASS UNE � t INSTALL CONTROLLER PE ti•FG PRINTED INSTRUCTIONS AND PER LOCAL . 1�) 4` sBUTTERFLY VALVE a a a CODES LOCATION TO BE ROVED IN FIELD BY THE CITY INSPECTOR - I P� T (6 �, �IJ 4\ .-- - �_ -, -_ 'r,i _ _. K.- PRIOR TO CONSTRUCTION _ - ,i FoIV SUCTIOrJ -1 - - r I h, I J _ I- IRRIGATION DETAILS � LECA -- ,I COHPANION FLA•16E - -_ - - - .- - ' CLOSE COUPLED ! j III i�I I "I _ I, '" - _ '__ -. f 3110 WASHED CRUSHED 2 CONTROL WIRE SEOUENCE TO RRFSPOND TO THE PLAN'S DESIGN FD CaC1E�Q Q L. L I f SEOUENCE OF REMOTE CONTROL ALVES PUMP E MOTOR AGGREGATE BASE M�.S � PIPE SUPPORT - J RUN ONE EXTRA WIRE (COLOR. ORA I TO FARTHEST RCV ON EACH (-- SCH 40 PVC SLIP END CAP - WHERE APPLICABLE-� BRANCH OF THE MAINLINE FOR FUTUR; ISE PIGTAIL EACH ORANGE 3t i i WIRE AT THE ENCLOSURE NOTE: IRRIGATION SYSTEM 19 _ _ _ _ _ _ BASED UPON A MAXIMUM OF S 9•ANGLE IRON � L--FLANGED TEE I 4. COMMON WIRE TO BE WHITE AND CONTROL nAE TO BE RED IN COLOR. z WELDE�46AWANt2ED WITH-J �---- BUT VALVE_ � " T INCHES WATER PER WEEK I TRACT 14380 PHASE 1 4 -9/IL IA. HOLES 02ESNSTA AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5 NO SPLICES SHALL BE MADE BETWEEN CONTR LER AND REMOTE I APPLIED FOR • HOURS A NIGHT IIIIFTT OOTVIG BIZ:ytR[O . t t" FTE TOOTING (STEEL REINFORCED) EL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. CONTROL VALVES y,` ff COHCEINF FRCED) P pC E EVER POSSIBLE NEXT TO SIDEWALKS. Gyi = 6 DAYS A WEEK, BETWEEN THE L YYY � - 3. NSTA VALVES 'N PLANT BEDS WHERE HOURS OF 9:00 P.M. - 5:00 A.M. APPROVED BY / DATE � DSO i0F SUITABLE SIZE 1 l[HGT,f)f011 6 PHONE LINE CONDUIT TO BE CONNECTED TO NEAR_ T APPROVED - OWALLAI�R OF '► FRAMC ALL BOl SHALL SE EM![DOED 4 PLACE VALVE BOX AT RIGHT ANGLES �O S-RUCTURES OR HARDSCAPING. TELEPHONE SOURCE AND BE OPERABLE PRIOR TO T CITY ACCEPTANCE am b" O/ S w F _TING Y/ A MIM. a pF Ex►OSEO 5, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AL PHONE COMPANY CITY ENGINEER R.C.E. 24QJ 1M1lgAM. 6 ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND APPROVALS PERMITS AND INSPECTIONS PUMP _ I VALVE NUMBER. _....•��-- �' Y�:. _. HInP. NO. 2 SM�OI[ST11C[,Spat a SUCTION.DI EiTT[p,Vr►tA1R STENCIL CURB WITH TRIANGLE FOR FUTURE CONNECTION. DE�!C{Fi 1Q � F6 0V VA C E{piE t. 7 1 111 17bo A1Y. Z20A") W 3 I FwSE G0CvC 8 GATE VALVE 0 REMAIN WITH NEW REMOTE CONTROL VALVE !NSTALLATION. " Q ow ?aL,■ALL 9[ I . ,TOTAIL ico f Y ,,,Y,ka Au,�+cm CITY OF RANCHO CUCAMONGA CALIFOR. A a I 49 &P Wt *TOTAL DYNAMIC HEAD Of f10 40/i. THE PUY►SfL41l HAV[ A rqM- .APPRovED er �- - t III - ------ -- -D-RD PLAN f'r 1 L^f A& I W 1 L.P'�v ' ` N�� ITEGGI'VCE OFA`-1 `Iti CONTROLLER ASSEMBLY Ar«IMC Y E CJ'/A k K AL SE ALS S DNrf CITED.YAkr_RACTyR[p B/• SOUTMERM ff ,rte `r. �btF SAt f'1 ILLI G !,IA 966.1095 •PUMIKWP 40 : YOOEt NO x>WSIkNl L. 110 "r)Y'-1. C4)fFQ ,/� � .FurF Ivo. z YooEL wo.alNs'lK?sLp yf6PdniA-i.3 CDE/YM STANDARD PIAN I'ldall1� G-,�9Z INSTALLATION - TYPE A IJ-fTt�fv G 7 + u.C1-� E•+uzvE9E53 DATE' USE WITH STANDARD SPCCIr ICI?FDNB FOR PUBLIC WORKS CONST RVCTIOK SHEET 1 ICA_ hlP., .CI!�AG.E, SEM�I TYPICAL STUB-OUT 521 nR�E .; 1- I-�. 93 �zb,s Of _ -- _ --- _ _ SE PLANS WERE ORIGINALLY PREPARED BY LAND PLAN � � �_- -'- �- 3 Z3 FOR FUTURE RCV CONNECTION DESIGN GROUP (6/30/91) AND UPDATED BY FORMA (3/25/93) ct{L CKF SHEET 1 or 1 NIX DATE FILE tf0 S- 21191-WS IU SYSTEM 6, When completed and approved. the chart shall be hermetically sealed between C. Wirt sizing shall be a minimum of /14 'UF• 600 volt underground wiring, unless a t. When observations have been conducted by other than the City. show evidence 7. Each controller shall be provided with separate grotnd vire. 1.00 GENERA. two pieces of plastic. each piece being a minimum 20 ails. shielded cable is used in which case f18 Wire mar be used. Coaw@N Wirt to be in writing of when and by whom these observations were made. 1.01 RELATED DOCUMENTS 7. These charts shall be completed and a white in color. and all others a different color. 3.04 FIELD QUALITY CONTROL approved prior t0 final acceptance Of drawings.No site observations will commence without as-built . to the eve A. General conditions and Supplementary s sec Suppltary Conditions apply to this the irrigation system. 2.05 GATE VALVES the Contractor calls for a site visit without as-built drawings. without A. Adjustment of the System: completing previously noted corrections, or without preparing the system 1.02 YORK INCLUDED 0. Operation and Maintenance Manuals: A. 3 inches and smaller (unless otherwise noted on Drawings): ASTM 662 brass body. for said visit. he shall be responsible for reimtwrsing the City at his 1. The Contractor shall adjust all sprinkler heads and valves f optive 150 pound saturated steam rated: with screwed joints; non-rising sts; screwed current billing rates per hour. portal to portal. (plus transportation performance and to prevent as mmuch as posslblt any overspray walks and A. TM Contractor shall supply material. pipe. pipe fittings. automatic valves. 1. Prepare and dellrer to the City within 10 calendar days prior to completion bonnet, solid disc. Provide with handwheel. costs) for inconvenience. No further sett visits will be scheduled until • roadways. No spray Is permitted on buildings. rlrin and all lobar to install a fully automatic sprinkler system. of construction. two Mrd corer binders with three rings containing the this charge has been paid and rtcei wed. g• following information: 2.06 QUICK COUPLING VALVES _ 2. If it is determir.-d -that adjustments in the irrf OR pufpment rill 1.03 RELAT ECTIONS a. Index sheet statin Contractor's address and telephone number. list of A. Brass body. 150 pound class. with 3/4 inch female threads opening at base. C. Final Observation Prior to Acceptance: provide prober and more adequate coverage. the rector shall sake such q adjustments pr.ar to planting. Adjustmennts include changes in nozzle A. Section 00 - Landscaping equipment with name and addresses of local manufacturer's permitting operation with a special connecting device (coupler) designed for 1, The Contractor shall operate each system is its entirety for the City at sizes, tr�ectori of spray or degrees of or s required. representative. this purpose. time of final observation. Any items deemed not acceptable by the City. or 1.04 QUALITY ASSURANCE EQUIREMENTS not in compliance with these specifications and drawings. shall be reworked 3. All sprirkler .weds shall be set _ndicul w to finished grades unless b. Catalog and part sheets on every material and equipment installed 1. Coupler threads: lug type to ted complete satisfaction of the City. othtrvise dcs�gnated on the plan d at height and distance from walks, A. Permits and Fees: Contractor shall obtain and pay for any and all perrits under this contract. and all inspections as utred. 2. Hinge corer: Iroridt with rubber-like vinyl cover. 2. The Contractor shall show evidence to the City that the Owner has received . at:. as noted. C. Guarantee statement. all accessories. charts. record drwings, and equipment as required before B. Manufacturer's Directions: Ma cturer's directions and detailed drawings shalt 2.07 BACKFLOW PREVENTION UNITS final observation can occur. 4. dereWhen using caster flow fore it is the contractor's responsibility to be followed in all cases where nanufactr��ers of articles used in this d. Complete operating and maintenance instruction on all major equipment. determine exact flow as for each control naive and to have program this A. Backflow preventer: designed to operate on a •reduced pressure• principles D. Physical layout: data into the cont er along with maximum flow for largest valve. Fault contract furnish directions covert points not shorn in the drawings anddetection shall S percent greater than actual flow. The contractor specifications. 2. IR addutlon to the above mentioned myintenance manuals. provide the City's equipped with gate calves and field test cocks. maintenance personnel with instructions for major equipment and show 1. All piping or equipment shown diagrammatically on drawings outside planting shall show ev nce in writing to the City at the conclusion of the project C. Ordinances and Regulations: All local. mun 1 and state laws. and rules and evidence in writing to the City at the conclusion of the project that this B. Wye strainers at backflow prevention units shall be 1250 class cast brass with areas shall be installed inside planting area whenever possible and to that this rice has been rendered. regulations governing or relating to any por of this work are hereby service has been rendered. 40 mesh aormel screen, unless otherwise noted on drawing. exact dimensions as noted is construction details. B. Testing rrigation System: incorporated into and made a part of these specif tons. and their provisions E. Equipment to be Furnished: C. Backflow unit shall be housed in a protective housing as noted on drawing. 2. Prior to installation. the Contractor shall stake out all pressure supply shall be carried out by the contractor. Any t - contained in these 1. est all pressure lines under hydrostatic pressure of 150 pounds per square specifications shall not De construe4 to conflict with r of the abort rules 1, Supply as part of this contract the following tools: 2.09 AUTOMATIC CONTROLLER lents• routing and location of sprinkler hetes, inch• and prove watertight. and regulations or requirements of the some. However• when se speclftcattons 3. All layout shall be approved by City prior to installation. and drawings call for or describe materials. workmanship. or 'struction of a Testing of pressure main lines shall occur prior to installation of a. Two keys for each automatic controller, A. Type: fully automatic operation. capable of operating the pusher o/ stations, better quality, higher standard, or larger size than is require the above electric control valves, quick couplers or any other equipment that might rules and regulations• the provisions of these specifications and era os shall flow monitoring and moisture sensing. 3.03 INSTALLATION prevent a proper test from being performed. take precedence. b. One quick-coupler key and matching hose swivel and globe waive ter every five. or fraction thereof. valves installed. 1. Wall mount type in a housing with locking hinged cover. A. General 1k: 3. All piping under paved areas shall be tested under hydrostatic pressure of 0. Superintendent: t. The above mentioned equipment shall be turned over to the 1. All plastic pipe and fittings shall be installed tR complete accord with Owner at the 2. Provide with surge protection istegral with controller unit. ISO pounds per sq.ar* inch, and proved watertight, prior to paving. 1. A superintendent satisfactory to the City's Representative shat) be present conclusion of the project. Before final acceptance can occur, evidanct manufacturer instructions for same. that the Owner Ms received material must be shorn to the City, 1. Fust and chassis ground all controller components. 4. Sustain pressure to lines ter not less than 2 hours. If leaks develop. on the site at all times during progress of the work. t. Lint Clearance: All lines shall have a m,nlow clearance of 6 inches from replace joints and repeat test until entire system is proven watertight. .06 PRODUCT DELIVERY. STORAGE AND HANOLIMC 4. The controller assembly shall be provided with a terminal strip clearly each other and from lines of other trades. Parallel lines shall not be 2. The 's Representative. shall not be changed except with the consent of the marking the positions for one rain check device and tour moisture sensing installed directly over one another. S. All r duly outtic tests shall be made only to the preserve pi the City. be City's Representative. be . Handlin of P.V.C. Pipe and Fittin The Contractor is cautioned to exercise other duly authorized until it been the Owner. to pipe shall in Handling gem: devices. The terminal strip shall De wired through fire clearly marked completely backfilled until tt Ms DeeR inspected, tested and approved tR care in handling. lading. unlading. and storing of P.V.C. pipe and fittings. on/off switches aourttd on the face of the controller to provide sensing B. Trenching: writing. 3. The Superintendent shall be authorized to represent the Contractor. g• • P.V.C. pipe shall be transported ins vehicle which alias the length of bypass capabil/ty. pi o lie flat so as not to subject it to undue bending or concentrated 2.100 k 1. Excavate tranches to required depths. Follow approved 1 6. Furnish necessaryforce pump and all other test equipment. Is E. Explanation of Drawings: pi ad at any point. Arty section of pipe that has been dented or damaged S. Controller supplied by Calsens* -09f* manufacturer or approved equal. system. 1. Due to the scale of drawings. it is not possible to indicate all offsets. will be d riled and, if installed, shall be replaced with new piping, carrying a fire year warranty om the entire assembly. 7. When the sprinkler irrigation system is completed. perform a coverage test fittings. sleeves• etc.. which may be required. The contractor shall i. Trench bottom shall be flat to ensure piping is s d in ,usly on iN the presence of the City. to determine if the rater coverage for carefully investigate the structural and finished conditions affecting all 6. When pipe is st d outdoors. it shall be covered to protect it from sunlight. 2.0! REMOTE CONTROL VALVES an even grade. planting areas 1s complete and adequate. Furnish all materials and perform of his work and plan his work accordingly. furnishing such fittings. etc.. 1,07 GUARANTEE A. Valve type: spring-laded• packless diaphragm activated. normally closed type 3. Where lines occur under paved areas. const di st to be below the all work required to correct any inadequacies of coverage due to deviations as may be required to meet such conditions. Drawings. are generally rfrom plans. or where the system has been willfully installed as indicated with brass body. equipped with flow control and pressure regulation capabilities suDgrade. dlagraaatic and indicative of the work to De installed. The work shall Dt � on the drwings when it is obviously inadequate, without bringing this to 1'nstwiled In such a manner as to avoid conflicts between irrigation A, The guarantee for ted spr er irrigation system shall be made in accordance when noted on drawing. ted attention of the City. This test shall be accomplished before any systems, planting and architectural features, with the following form. The ral conditions and supplementary conditions of 4. Provide minimus coverage as follows: ground corer 1s planted. these specttications shall be f with the Owner or his representative prior B. Valve solenoid: 24 volt a.c. 4.6 watt maximum. SOD milli-amp maximum surge. to acceptance of the irrigation syst corrosion-proof, stainless steel construction. epoxy encapsulated to fore a a. Pressure supply lines (2 smaller): 18 inches. unless S. Upon completion of each phase of work. entire system shall be tested and 2. The word City as used herein shall refer to the City's authorized single integral unit. otherwise noted on dr g. adjusted to meet site requirements. representative. B. A copy of the guarantee form shall be incl in the operations sad maintenance 3. All cork called for on the drawings by notes or details shall be furnished manual. C. Provide bleeder valve to permit operation in the ar field without per at the b. Pressure supply s inches and larger): 24 inches. unless !. Low voltage wiring under paring shall be tested ter continuity. prior to controller. otherwise not drawin paving when over 50 feet. and installed whether or not specifically mentioned in the specifications. C. TM guarantee form shall bt retyped onto the Contra 's letterhead and contain 4. The Contractor shall not willfully install the irrigation system as shown the following information: 0. Master valve shall be normally open type, C. Mai-pr a 12 inches. unless otherwise noted on drawing. LOS MOISTURE SEMSING EQUIPMENT on the drawings when it is obvious in the field that obstructions. grade GUARANTEE FOR SPRINXIER IRRIGATION SYSTEM 2.10 SMALL LAM SPRINKLER HEADS d. 01 inches. unless otherwise Noted am drawing. differences or discrepancies in area dimensions exist that might not have A. locate 1s field as directed by the manufacturer s representative. been considered in engineering. Such obstructions or differences should be We hereby guarantee that the sprinkler irrigation system we have (shed and A. Sprinklers shall be similar in all respects to type Noted is legend on drawing. C. Backf ng: Drought to the attention of the City's authorized representative. In the B. Check the system 1A ensure that sensors are operating correctly. met less them installed is free from defects 1n materials and workmanship. and the k has tour times over a 30-day period. adjust or relocate moisture sensing equtpmawt event this notittcation is not performed, the irrigation contractor shall been completed in accordance with the drawings and specifications, ordirmar ar B. Heads shall haen rt screw adjustments. p pe in trenches shall be center laded only until all required as necessary. assume full responsibility for any revision necessary. and tear and unusual abuse or neglect excepted. We agree to repair or rep t.sl are perfosed. Trenches shall be carefully backfilled with the S. York of this Section which is allied with the work of other trades shall be any defects in material or workmanship which may develop during the period o C. Nozzle shall rise a minimum of 4 inches. mcavated materials approved for backfilling. consisting of earth. lou. C. Apr relocation of equipment required shall be within 1S feet of ortgfnal Orme year from ted date of acceptance and also to repair or replace any damage ` sandy clay. sand. or other approved materials. free from large clods of location and shall be a part of the work of this Section. coordinated as necessary, resulting from the repairing or replacing of such defects at no additional cost D. Body shall be equipped with a built-in check valve. earth er stones. Backfill shall be mechanically coorwcted in landscaped to the Owner. We shall make such repairs or replacements within a reasonable areas to a dry density agval to adjacent undisturbed soil In planting 3.06 FLOW MONITOR 6 MASTER VALVES 6. It is the intent of the drawings and specifications to provide an time. as determined by the Owner. after receipt of written notice. IN the trent 2.11 SMALL SHRUBBERY SPRINKLER HEADS O areas. Backfill rill conform to adjacent grades without dips. sunken irrigation system with complete coverage. The contractor is responsible of our failure to make such repairs or replacements within a reasonable time utas. humps or other surface irregularities. A. Nester valet and flow monitor shall N Installed per uonstructfos detail on for any misinterpretation of the drawings prior to or during construction. after receipt of written notice from Owner, we outherize the Omer to proceed to A. Sprinklers shall be similar is all respects to type Noted on drawing. Should any discrepancy arise as to the interpretation of the drawings or have said repairs or replacements made at our expense and we rill pay the costs 2. A fine granular material backfill will be initially placed on all lines. drawing. speciftcatlons. ted final decision in the matter will rest with the City. and charges therefore upon de-end, R. Where noted. pop-up type body shall be used. with height as noted LN legend No foreign matter larger than 1/2 inch in size rill be permitted in the F. Underwriters Laboratories: Electrical wiring. controls. motors. and devicesdrawing, initial backfill. PROJECT• 3.07 MAINTENANCE shall be U.L. listed, and so labeled. C. W noted. body shall be equipped with a built-in check valve. 3. Flooding of tranches rill be permitted only whin approval of the City. I.OS SUBMITTALS CONTRACTOR: PHONE MD.: C. The entire sprinkler lrrigatlon system shall be under tett awtowt/c operation t.lt VALVE BOXES 4. If settlement occurs and subsequent adjustments iN pipe. valves. sprinkler for a period of seven days prior to any planting. A. Material list: ADDRESS: BY: p1tis♦%e heads. lace er planting. or other construction are Necessary. the A. Valve boxes s be fabricated from-bow" •- resistant t either. sunlight 04 Contractor shall mak* all required adjustments without cast to the Owner, B. The City reserves tine right to waive er shorten the operation period. chemical action soils. Gt►•+•!r or equal. imt+osse th irrigation letters 2 3.00 CLEANUP 1. The Contractor shall furnish the articles, equipment, materials. or Col's•^ ng and Backfill Under Paving: g DATE OF ACCEPTANCE: IT: inches. P�+'c Ci►rie^ D. Trenching 0. processes specified D name in the drawings and specifications. No substitution will be allowed without prior written acceptance by the City. B. Gate valve boxes shall d sow-&& - with lock covers.-O*+st7 or 1. Trenches located under areas where paving. asphaltic concrete w concrete A. n�-uD shall be performed as each portion . the walk progresses. Refuse art 2.00 PRODUCTS approved equal. aa�h+osstd. excess dirt shall be rts{wed from the site, all calks and paving shall a 2. Complete material list shall be submitted prior to performing any work. -�� will be installed shall be backfilled with sand (a layer 6 inches below the broomod or washed down. and any damage sustained to the work of others shGAI be 59 Material list shall include the manufacturer. model number and description 1•"e,anom Course^ pipe and 3 inches above the pipe). and compacted in layers to 9no repaired and work returned to its original condition. 2.01 MATERIALS C. Remote control valve boxes shall rectanquta►•ee+*-vett boxes, �hr+vly or compaction using manual or mechanical tempi ng devices. Trenches for piping of all materials and equipment to be used. approved equal. with covers an ks. ossed with 2 inch high and Valve Me. shall bt compacted to equal the compaction of the existing adjacent 3.09 OPERATING INSTRUCTIONS 3. Equipment or materials installed or furnished without prior approval of the A. General: Use only new materials of brands and types noted on drawings. C-1. undisturbed soil and shall be left in a fin unyielding condition. All specified herein. or approved equals. trenches shall be left flush with the adjoining grade. The Sprinkler A. The Contractor shall be required to train City's maintenance persoo owl in proper City may be rejected and the Contractor required to remove such materials 2,13 FLOW MONITOR Irrigation Contractor shall set in place. cap. and pressure test all piping operation of all major equipment. Provide written evidence of the person or from the site at his own expense. 2.02 ►I✓PE i FITTINGS under paring prior to the paving wort. 4. Approval of any item. alternate or substitute indicates only that the A. Pressure Main line Piping and Fittings: Sizes 2-1/2 inches or larger shall be A. Flaw monitor she as integral or separate part the controller. Type persons IC trained to the City. product ar products app+rmtly nett the repulreeents of the drwings and P.V.C. class 315 solvent weld type or (as a contractor option) rubber gasket shall De as no on droving. E. Assemblies: 3.10 LIST OF SERVICES TO BE PROVIDED BY TME CONTRACTOR rac specifications on the basis of the information or samples submitted. type. unless othtrwlse noted on drawing. B. If omit is not an Integra) part of the controller. it shall installed per 1. Routing of sprinkler irrigation lines as indicated on the drawings is A. now monitor records S. Manufacturer's warranties shall not relieve the Contractor of his liabilitymanuf urer's rtcome►ndations. diagramiwotic. Install lines (and various assemblies) in such a manner as 0. Pressure Main Line Piping and Fittings: Sizes 2 inches sad smaller shall be to conform with the details per plans. I. Moisture sensor data under the guarantee. Such warranties shall only supplement the guarantee. Schedule 40I.V.C. 2.14 N 6. t art 1s as speclfted. no wn_uffcturcr descriptive catalog are 2. Install NO multiple assrmDlies to plastic tines. Provide each assembly C. Training City's personnel 1R proper aperatlon of all major egvfpment. necessary in sIsast�l. C. Mon-pressure lines (buried): Shall be P.V.C. X • ,V Provide pump with capacity and total dynamic head as noted on drawing. with its aVR outlet. B. Record and As-Built Drawings: D. All pipe and fittings shall conform to specific requirements as follows: B. Booster package shall be mounted on a common steel base with all interconnecting 3. Install all assemblies specified herein is accordance with respective piping and wiring completed prior to shipment. detail. In absence of detail drawings or specification pertaining to 1. The Contractor shall provide and keep up to date and complete •as-built• 1. I.V.C. (Solvent Weld) specific items required to complete work. perform such work in accordance record set of nyl u prints which shall be corrected daily and show every C. Booster station shall be complete with a flange. suction and discharges. Bronze with best standard practice. with prior approval from City. change from the original drwings and specifications and the exact 'as- a. Pipe: ManutacturtA from virgin polyrinyl chloride compound in fitted close coupled centrifugal pump with HP. voltage. and cycle as noted on, built' locations. sizes. and kinds of equipment. Prints for these purposes accordance with ASTM D 1784 or ASTM D 2241, cell classification drwing. Motor shall be TEFL type. Unit to be complete with a Simplex UL 4. P.V.C. pipe and fittings shall be thoroughly cleaned of dirt. dust and may be obtained from the City at cast. This set of drwings shall be kept 124546, hydrostatic design stress rating not less than 2.000 p.s.i. listed control panel in MEMA 3 weather proof enclosure with magnetic starter, moisture before installation. Installation and solvent welding methods on the site and shall be used only as a record set. Fusible disconnect switch. NPA selector switch. control transformer. and a relay shall De as recon-ended Dy the pipe and fitting manufacturer. b. Fittings (solvent weld or thread): Standard weight, schedule 40. to accept 24 volt signal from sprinklercontroller. gated, injection molded P.V.C. complying With ASTM D 1784 cell S. P.V.C. to metal connections. the Contractor shell work the metal 2. These drawings shall also serve is cork progress sheets and shall be the basis for measurement and payment for work completed. These drawings shall classification 134546, including threads when required. 0. Pumps shall be enclosed in a 10 gauge meter enclosure, of rt size to tit a part c tions first. Teflon tape orus approved equal shall be ed on all .be available at all t nes for site routers and shall De kept row a location of pump. similar in all respects to that manufactured by ldkeur. Fontana, threa P.V.C. to P.V.C.. and on alt threaded P.V.C. to metal joints. 2. P.V.C. nipples shall be schedule 80 with molded threads. California. Unit to be painted with two coats of Rust-o-leun. dark green color. light vee pressure is all that is required. Where threaded P.V.C. Idesigneted by the City. Should the record blueline as-built progress connections required, use threaded P.V.C. adapters into which the pips sheets not be available for review or not up to date at the time of any 3. All I.V.C. pipe must Dear the following markings: E. Pumps shall be controlled tither by connecting two 014 vires to pump start in may be welded. 4A site reviews (refer to Section 3.02-8-3 - Observation Schedule). it rill be controller or by a pressure switch with taro contact points (starting and assumed no rock has Dein completed and the Contractor rill be assessed the a. Manufacturer's memo closing). Housing shall be a MENA 3. Unit shall be as manufactured by Mercoid. 6. Install backflow ass lies in shrub areas at minlw height permitted by cost of that site visit at the current billing rate of the City. No other inspections shall take place prior to payment of that assessment. or equal. local code. unless othc spprovtd. en b. Nominal pipe size �1 D S C 3. The Contractor shall make nest and legible notations on the as-built t.1S MOISTURE SENSING EQUIPMENT 7. All major equipment shall be ifled ter wit location with the City's v�` qP ` progress sheets daily as the work proceeds, shaving the work as actually C. Schedule or class Representative before installati j installed. For example. should a piece of equipment De Installed i n a A. Provide unit as shown on drawing, as manufactured by Cal sense. ��,a �\C�t. HUR!fk0 e r1"'u` ,-- �, location that does not match the plan, the Contractor must indicate that' d. Pressure rating in A.S.T I. Quick coupling valves: Unless othtrwi ndfated. locate valves within It h 4p *�-- F 1. Provide low voltage wires to each remote control valvt controlled inches of hardscapt. e "+ "I ; equipment has Dtea relocated 1i a graphic manner so . to hatch the e. NSF (National Sani on Foundation) approval sensor. (Minimum /14) original symbols as indicated in the irrigation legend. The relocated LU equipment and dimensions rill then be transferred to the original as-Wilt f. Date of extr on F. Automatic Controller: r ' " - 1 plan at the proper tine. 3.00 EXECUTION �� J 1. Install as per msnvfacturrer s Instructions, • Remote of valves shall a 4. Before the date of the final site review. the Contractor shall transfer all 4, Brass Pipe ttings: 3.01 SITE CONDITIONS connected to controller in Numerical sequence as shown on drawl P". - �V * e � _V information from the 'as-built• prints to a m�ylar or similar mylar material A. s pipe shall be 859 red brass. Americas National Standard �IM��� A. All scaled dimensions an approximate. The Contractor shall check and verity t. Controller shall M mounted Inside the electrical pedestal. \ � procured from the City. All work shall be in waterproof India ink and nstitute (ANSI). Schedule 40 screwed pipe, all size diaenstoms and receive City's approval prior to proceeding with cork \4 .�. 4., r .ti applieG to the sylar by a technical pen wile expressly for use on plan (Y s , material. Such pen shall be similar to those manufactured by Rapidograph. under this section. .C' F1usMng of System: ��F�F C;�L�i� r' iso . Kueffel i Esser, or Faber Castell. The dimensions shall be made so as to D. Fittings shall Dt medium brass. screwed 12S pound class. 11 be easily readable even on the final controller chart (see Section 1.03-C). B. Exercise extreme care In excavating and working near existing utilities. I. Atter all new sprinkler pipe lines art risers are 1N Elmo and tonrw•cte4 The original abler even 'ason theltm plan shall De submitted to the City for 5. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings shall Contractor shall be responsible for damages to utilities which are caused by hes all Necessary diversion work has been completed. sad prior to installation be of type and installation method prescribed by the manufacturer, operations or neglect. Check existing utilities drawings for existing utility of sprinkler heads, the control valves shall be opened and full head of approval briar to the making of controller chart. locations. rater used to flush but the system_ TSE PLAM WETE OR)MALLY Pte" BY LAND PLAN S. The Contractor shall dimension from two permanent points of reference. 2.03 ELECTRICAL (NIGH VOLTAGE) building corners. sidewalk. or road intersections, etc.. the location of C. Coordinate installation of sprinkler lrrigatlon materials including pipe. so !. Sprinkler heads shall be installed only after hushing of the system has ted following rtes:• A. All high voltage electrical service required for automatic controller and other there will be MIO interference with utilities or other construction or difficulty been accomplished to the complete satisfactiom of the DESIGN GROUP ( /30/91) AND UPDATED BY FORMA (3125/93) equipment noted on drawing for irrigation system will be provided by developer. 9 in planting trees. shrubs, and ground covers. a. Connection to existing rater lines. N. Sprinkler Heads: B. Provide approved type enclosure for meter, similar to that manufactured by Myers 0. The Contractor shall carefully check all grades to satisfy himself that he may n b. Connection to existing electrical power. Electrical Products. Inc. (213) 724-0450. model as specified on drawing. safely proceed before starting work on the sprinkler irrigation system. 1. Install the sprinkler heads as designated on the drawings and is accordance opt 3NEt;r P-/t-17 Enclosure shall be of adequate size to house automatic controller specified on I with their respective detail, C. Gate valves. I drawing. Enclosure shall be zinc coated steel. minimum 12 gauge thickness. 3.02 PREPARATION C1`f y Cabinet shall be protected against corrosion in accordance with U.L. 50. 2. Spacing of heads shall not exceed the maximum indicated on the drawings. DESCRIPTION OF REVISION DATE APPR. d. Routing and/or directional turns of sprink pressure lines Cabinets and Boxes. Section 13. Egtcrlor covers to De minimum U gauge steel A. Yater Sapply: . In no case shall the spacing exceed the maximus recomr-nded by the _ _ (outing a max. 10th along routing) sod shall have padlocking provisions. Deadfront shall be a hinged type. 16 manufacturer. gauge minimum• and shall not require the use of installation er servicing. Ali 1. The Developer veal provide new meters. CITY RANCHO C U C A M O N G A e. Sprinkler control valves. factory installed components shall ha U.L. listed. All factory installed 1. Valve Boxes: conductors shall be copper. size and type to conform to NEC and U.L. 2. Sprinkler irrigation system shall be connected to rater supply points of requirements. Enclosure shall be furnished with a detachable sub-base with 1/2 connection as in . 1. All buried valves and equipment shall be installed with a proper box. _ t. Routing of control wiring. Inch dtaeeter Dolts. Mounting bolts shall not be visible outside the enclosure indicated on the drawings. 9. Quick coupling valves. after installation on sub-bast. Enclosure fin'sh shall consist of one coat zinc 3. Connections shall be made at approximate locations as shown on drawings, !. Fill area under box with a minimum. of 3 cubic feet M 3/4 INcA gravel S P E C I r- I C r O N S - IRRIGATION chromotR primer and two cats baked enamel paint. Contractor 1s responsible for minor changes caused by actual site before box is installed. h. Other related equipw s directed by the City. conditions. ® HO M S C. Irrigation Contractor shall provide electrical breaker, time delay switch. and 3. Identification taps shalt be attached to each rtmott control valve. sharing G. ON or before the of the final site review. ted Contractor shall magnetic starter of a size to correspond with pump horsepower and electrical B. Observation Schedule: manufactured that corresponds etch controller sequence. Tags shall M deliver flue corrc d and completed septa: to the City. Delivery of the service. or as noted on dewing, manufactured of polyurethane Behr Desnpald. yellow is Dolor with black mylars will elieve the Cortraetor of the responsibility of furnishing 1. Contractor shall bt responsible for notifying the City in advance ter the letters 2-3/4 inches by 2-1/4 inches. (Christy or equal) , + + s + _ • ` ' m = = a required in etion that may be omitted from the prints. 0. Pump starter: Provide pressure switch of type as noted on drawing and connect to following observation meetings. according to the time indicated: J. Electrical Supply: TRACT 1 4380 SE 1 i time delay switch and magnetic starter. Provide connection between pump switch C. Controller rts: in automatic controller and magnetic starter as required. s. Prc-job conference - 7 days 1. 11S colt electrical service for automatic controllers shall be provided for d. Backflow assembly location - 48 hours by developer. APPROVED BY - DATE lG' 1. utit drawings shall M' approved by the City beton controller charts E. All connections between electrical services and equipment shall be 1s rigid ,S-1� are prepared, galvanized electrical conduit. with conduit and wiring size as required. 2. Electrical service for pumps shall be provided as noted on drawing. c. Pressure sully tine installation and testing - 48 hours CITY ENGINEER0-� .E. 24953 • 2. Provide one controller chart for each controller supplied. 2.04 ELECTRICAL (LOW VOLTAGE) d. Autoratic controller location - 48 hours 3. Low voltage wiring shall be placed in tht same ditch and along side of Main "r-.��.� -, lines unless otherwise approved. DESIGN 3 )2E CC: ` 'I N1110 3. The chart shall show ted area controlled by the automatic controller and i shall be the maximus size which the controller door will allow. A. Connections between controller and remote control valves shall be made with t. Control wire installation - 48 hours 4. When more than one wiry it placed is a trench. tape rhes together at % direct burial AMG-UF. 600 volt wire. insulation thickness 3/64 inch, utilizing I 4. The chart is to be a reduced drawing of the actual as-built system. of a low density high molecular weight polyethylene insulation. f. Lateral line and sprinkler installation - 48 hours maximum li feet on center. DKAV!'N SidE E l require size that rill fit inside controller housing. double sided it B. Splices, where permitted, shall be waterproofed using Rain Bird. Pen-Tito S. Provide a 12 Inch expansion loop at each connection sod directional change. - -- _�� required far readability. q g• Coverage test 4a hours Connectors or fusible Mat shrinking tubing, and housed in a box. Boxes for TURA 1 4 OF 2�'2- S. The chart shall be a blacklint print and a different color shall be used to other irrigation use may be utilized for this purpose. A. Final site review - 7 days 6. Use a continuous wire between controller and reau+te control valves. Except indicate the area of coverage for each station, using pastel or transparent as otherwise approved. do not splice vire at any point. All approved CHECKE C) -• ^ colors. splices shall bt enclosed iN am acceptable box. Y / . DATE f�t,E r+0 17�S"A-^ - - - - I I I - _ _ _ __ SF 11_. 'i �UF ASF IL.L is CITY OF RANCHO CtICASIONGA writing to the City of'Rancho Cucamonga at the conclusion of the project that this PLANTING AND IRRIGATION SPECIFICATIONS wrvicc has been rendered. in trench without stress or sircichinL wire conductors. 1'renchingand Backfill Under Paving: at time offinal obsi.ervation. Any items deemed not acceptable by the city or Rancho 1.09 Material and!Labor Rclea"- (;round Cover:Cucamonga shall lic reworked to the complete satisfacilon of' the City of Rancho Equipment to he Furnished: 5. All splices shall lic made with S`icolch-l.ok#3576 Connector gentling Packs,Rainhird Trenche%hKaled underares%%,here pa%ing,asphaltic concrete.or concrete will be Cucamonga. Upon completion ofilic work.the Contractor shall to the City,signed copics'ofall labor MA Ground Cover: Provide ground (;over of the species shown on pl#ns. Ground cover shall be I Supply it,i pirt of this contract ilic following tools: Snap-File mre conneclOrs..or appimed equal. Make only one splice with each nsialled�shall tic back filled with sand(:I lver f6ur(4 I inches below the pipe and six materials releases for all%\ork perfrmed under Site Development. established and twll rooled in flits or similar contimers SPRINKLER IRRIGATION SPFCIFICATIONS a. Fitt, (2) set., ill special tools required for removing. dimm-mbling antJ connector scaling p;wk (6)inches at%)\c thk;pilic)and compacicd 5i la'vors to compaction,using manual B. The Contractor shall show evidence to tile Cit\,of Rancho Cucamonga that the City has adjusting cach INpc ol'%prinkler and valve supplied oil this project. or mechanical lanring devices. *1 renches for piping shall be compacted to equal tile received all acce%�orics.charts.record drawing%,and equipment is requirLd befre final site 1.09 and Clean-up: motch: PART I -GENFRAI I%\o(2)lour-loot valve keys for operafion ot'gale valves, 6. Field%plice%between the automatic controllerand clectric control valves will not he compaction of'tile existing adjacent undisturbed soil and shall be left in a firm obser%alion call Occur. Ii. I%%I)(2)keys for cacti automatic conlroller. ed%%illiotil phor apprnval ofthe City ot'Rancho Cucamonga unyielding condition. All trenches shall be left flush with the adjoining grade. The Remove all waste materials(including excavated material classilltd as unacceptable soil material), Mulch: Shall III:ofconipacled wood chip filher. 1.01 DESCRI 11 171ON & One I 1)quick coupler key and matching hose swivel for every live(5)or Irish and debris generated or encountered during the courw'o I'll nd%cape construction,and legally Contractor shall set in place,capand rrvsmire test all piping tinder rxiving prior to the I 0 SITE OBSERVATION SCI IFDULE1 Fraction thereof ofeach ly pe of"quick coupling valve installed K. Automatic Controlleri Nl\ing\\(irk. dispose of'it. During tile course of the work.remove%tirplus materials from the site anti Icavc Scopeol'Work Pro\tile at I labor,materials.transrm)rlat ion.and scry ices nect: fit fiamish 2, 'I lie above mentioned equipment shall he turned o\or to(lie City at tlw conclusion A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance promises in a net and clean condition. Clean up and remove all remaining debris and surplus and inscill file Irrigatior, 3s sho%%n oil the Dra\\ings arid described herein. of tile project Before final obscrvanon call occur, evidence that the City has L Aulornalic controller(s)shall he of size-.Ind type shown on the Drawings. 2. Generally. piping tinder existing walks is done b\ acking. boring,or hydraulic Far the I"ollowing observation meetings,according in the time indicated materials upon completion ol'work,leaving the promises neat;Ind clean. The site shall he cletied ave plants adly for planting. 11' N. Do not It, delivered to tile job site until site conditions ire re. received material must he sho\%n to tht City ol'Rancho Cucamonga. driving,but\%here ny cutting or breaking of'sidewalks andlor concrete is necessr\. upon the request ofthe Inspector. planting is dclayed.keep plant rools moist arid place in a sheltered location protected from 11 Standards. All %%ok md iia-crials shall complN %%itli governing codes, safety orders, 2. Final location ol"ititornalic comroller(s)shall he approved by the City of'Rancho it shall lic done anti replaced by the Contractor as a part cit'the Contract cost. I. Pre-Job Conf'erence-7 days the suit,\%,in(]and other daniaging elements. standards. ;Ind regit'aiions. -Ind meet the minimum requirements of the Standard 1.04 PRODUCI DITIVERY.S FORAGE AND I IANDLING Cucamonga, Permission to cut or break sidealks and, r concrete shall be obtained Front the City PART EXECt ITION Specifications I-or Public\'*-irk,Construction(6rcen[look)latest edition. of Rancho Cucamonga. No h\draulic driving will he Permitted tinder concrete 2. Pressure supply line installation-24 hours A. IlicContractor iscrtutioned toexcrciscearcin handling, 3. Unless otherwise noted on the Drawings. the 120 volt electrical power to cacti pavini 101 It. %oil prepitration:Ind line grading shall lic completed Ind trees Ind shrubs instilled prior it) 4. Protection: bedding plants and ground co\or planting, 1.02 01 IALI I Y ASSURANCE& REQUIREMENTS loading.unloading,and storing I'VC pipe and fittings. All PVC pipe shall be transported in automatic controller localion is to he furnished by others. The final electrical hook- 3. Lateral line and sprinkler installation-24 hours Keep all plant mattrial delivered it)site in a healthy cordlition for planting. Plants shall not lie -I\chiQlc%%hich allo\\s tile length of'pipc to lie flat so as not to subject it to under bonding tip shall IiL file responsibilit\ 41I)c Contractor -1. Refer[(I City Standard 120"Trencli Repair"when within City streets sus-eptible to aillowed fit dry Iiffe root stock%hall he mparatedand hecled-in,in most earth other%tritable Insiallation- A. Permits and Fcc,� I lie Contractor shall obtain and Ny fitr any arid all permits arid all or a concentrated external load at in\ point, Any %Lction ol"piric[hat has hLen denied or trallic loads. 4. Automatic controller installation-24 hours material until planting Balled and hurlapped plants shall have root Kill covered with moist sawdust, obscr%ations its required damaged will he discarded.arid ifinstalled.shall he replaced%kith nc%�piping. 1'. Fltoctric Control Valves: Assemblies: 5. Control wire installation-24 hours wood chips or other suitable material until planting Plant grotind cover and bedding Pl3nis in moist%oil arid%pace:I,indicated on plans. B. Manufacturer's Directions. Manuracturcir's directions and detailed drawings shall be 1.05 SUBSTITI YI IONS I. All electric control valves sh-,Jl be(he same size and type shown on the Drinvingi. 2.02 Installation: I-ach plinil shall lie planted with its proportionnicanitity ol*soil so s to inininime root disturbance. lollov,cd in 4 cases \%here [lie ininufacturers ofarlicles used in this Contract Furnish I. Routing of spiinkILr irrigation linc%as indicated on the Drawings is diagrammatic. 6. Pressure supriv line arid lateral line testing-48 hours Soil moisture shall he such that%oil does not crumble when rernming plants front conlitiner directions co%cring points not slumn in tile Drimings and Spec i lcat ions. A. It'(lie Conlractor%kishes to subs-fituic any equirinient or materials for the equipment or -ctric control valv�s shall lime I maniial flow adjustment. brm -within the planting-areas shall b irfi, y Cont ctor and a ve All eli: Install lines land various assemblies)in such a manner as to cont "ith the details Delailed layout orplants c re mied b ra ppro d materials listed tin the Dramrigswid Specifications.he may do so by Providing file following in the Drawings. 7. Coverage lest-48 hours ky tile Land%Lallc Architect;Ind City prior to planting. Regride planter areas after planting,14)restore smooth finish grade and to insure propor surface C. Ordinances arid Rcgulafiorw All kwal.municipal and state laws.and rules and regulations inlornianon it)the City of'Rancho Cucamonga for approval: and install tine control valve box for ciwh electric control valve. drainage. A 4"layer ofinulch material shall tic spread over tile entire planter rea aller grade is go%crning Or relating to an\ Portion of this%%(irk are hereby incorporated into and made a I. Pro\ide a statement indicating the reason Fir making the sulistitution. Use a separate Install NO multiple assemblies in plastic lines. Provide each assembly with its own 8. Final observation-7 days Soil cxc:tvatLd from planting holes shall be amended to brickfill around trees and shrubs using the tering shall begin irninedialch ller mulching.(Grading shall accommodate the established, W. part of these Specifications. arid their provisions shall fic carried out by the Contractor. sheet filaper lor cacti item to bc submitted. M. Control Valve Boxes: rollowing mixture An)(hing contained in those Specifcations shall not lic construct]to corill I ict-.%ith any of the 2. PrON IdC dc%,-ril)li\,c catalog literature.perlorniaticc charts and llov�charts for each It. When observations have been conducted other than the City or Rancho Cucamonga.show : a -L -tic valve-. Camon Indostric%#910-12B with 3. Install all assemblies specified herein in accordance with respective detail. In evidence in writing of'when and by whorn thesc observations were made. 'oil with rock no greater than 3"in diameter -ction: abo\c rulc�. regul,illons:or requireincots ofilic saine.I lox%c%cr.when these Specific lions iteni it)Ill,substituted. I. Us- I O"x 10-1/4"round box for all g. -% Native,On-Site% Prow and Drimings call for or dcscriK- materials, %%orknianship. or construction of a better 3. Pro6de tile.1111011111 Of-COSI%imings iftlic substituted item isapproved. green boh-down cover or appro\ed equal. Extension slec\c shall be PVC with absence oftletail drawings or Specifcations perlaining to specific items required to Gro Power Plus.5-3-1 1 5 lb�iilcy qualm.higher standard.or larger st/c than is required li� file ahtive rules Ind regulations, It. I-he City of-Rancho Cucamonga shall have file sole responsibit0y in accepting or rejecting mininium size of'six(6)inches. complete work.perform such work in accordance with best standard practice with No site observations will commence"ithout"As-Buill"record drawings. The contractor Iron Sulfate 2 IWcy Frect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. the pro\ (11 these Sliccifica(ions anti Drim ings shall take pirecedcocc. J11) 51.1111111R.11 Iteill as an approved equal to [lie equipment arid materials listed on tile prior pproval of'City of'Rancho Cucamonga shall not call fr a site visit without "As-Built" record drawings, without completing IN,o%ingsan,l Specifications U%c -I/2" x 16" x I I" mclangulr box for all electric control valve%. Carson previously noted corrections,or without preparing the system For said visit. (To lie tined forbidding pinlicise only,verify with Agronomic Soils Test.) 1ART6-WEED ABATEMENT D. Explanition of Indtistfies N 1419-12B with green boh-down cover oraprroved equal. 4. PVC pipe and fittings shall he thoroughly cleaned of dirt,dust,and moisture before 1.06 GUARANTEE installation. Installation and solvent welding trielhods shall be as recommended by C014CRFTE SPECIFICATIONS Aller hackfilling,construct 2 3"earthen berm to fiorm watering basin around each plant,to allow .Of Scope of Work:I Due to the Scale ol'thc Dra%%ings.it is not riossiNe to indicate all offsets.fitting. 3. Use 6"diamewr x 9-3/4"deep round plastic valve box for all quick ccmpling valves. the pipe and fitting inantilclurer. thorough waier-in and establishment. > 0 slcc%cs,etc..which ina% be required. I'lle Contractor shall carefully investigate the A. The guarantee for the irrigation system shall be made in accordance with the attached form. Car-ion Industries III 608-12 with green t1ex-lock cover or approved equal. PART I GENERAL provide ll material,equipment.arid laNir necessary to perform all work as intlicawd on plans.as CL slwdur.il and finished conditions allocting all ill [its work arid plan his %%ork The Gcneral Conditions and Supplementary Conditions ol'thesc Specifications shall be filed 5. Oil PVC to metal connections,the Contractor-hill wott the metal connection,.;first. Prior it)installation of turf and ground cover,remove waler basins from around trees and shrubs reasonably implied.and as delineated in the specificatrons� IL accordinglN.furnished such fitting%.eic-as may he required in meet such conditions. %%ith the City prior it)acceptance f the irrigation system. 4. Use')-I 12"K 16"x I I"rectangular box for all electric control valves installed within Teflon taric orapproNed equal.shall he ii%ed on all threaded PVC to PVC,and(in all I 0 I DesLiription Berms in turf areas to he removed pror to City acceptance Drax%rigs Are gcncr.ill)diagranimilic arid nidicati%c Of tile%%ork to installed File B. A cor�ofthe Guarantee I inn shall he included in the operations and maintenance manual. on-grade landscaped areas. Carson Industries 0 1 419-1 2B with green bolt-down threaded PVC to metal joints. Light wrench pressure is all that is required. Where Ill Quality As%ur-ance: v,ork tie installed in such a inanner�is I(, conflicts bct%%ccn the irrigation I'lic guarantee lorin shollZ rc-t%ped the Contractor's letterhead and shall contain(lie co%or or innrovcd conal threaded IlVC connections are required.use threaded PVC dpters into which the For concrete information refer to the Standard Specifications for Public Works Construction(Green I1 1-9011.PREPARAIJON AND FINISH QRAI LNC,planting nd architectural features pipe may be solvent%elded Book: Edition rwr the CiIN.of*Rancho Cucamongi). Rcfi�r to Sections 4,201,303,and 400,us vvell lolltming information A. The Applicator ofall weed control maiLlials shall he licensed by the State of Califrnia as 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on- E. Line Clearance: ;is any other sections relat(;d to the installation,per and post installation ofconcrric work,materials, I Scope ol'Work a Pest Control Operilor and a Ilest Control Advisor in addition to any subcontractor licenses,\If %%ork called for (,it the Drav,ings I,\ noles or detilits such he Furnished and CUARANTEF FOR IRRIGATION SYSTEM structure landwiped areas. Carson Industries No.910-12B with green lioll-do%vrl labor,and clean-up. The Standard Specifications for Public Works Construction is available from: (hit are required insuilled or not mentioned in tile pecifications. cover orapproved equal. A. Provide all materials Ind equipinct I.and perform all wtirk neoims,ary for and incidental to I All lines shall have a minimum clearance of six(6) inches from each other and 1.11 Building News flit%oil preparation and finish grading ofall planting:Ind lawn areas"as shown on plani.as B. All materials and methods must conform to Federal,State,and Local Regulations. We hereby guarantee that the irrigation system we have furnished and installed is free from defects twelve (I 2)inches Iom lines of'other trades.with the exception of the control wire I lie shall not %6liful1% instAl the Irrigation s%%tern as shown oil file in materials and%%orkinanship.and tile work has been completed in accordance with the Drawings N. Sprinkler I ad3055 Overland Avenue -is -specific lions. sleeve(s)which shall be installed adjacent to pressure suppl% line. Parallel lines shall re. implied.or as delineated in tht a it I.,ob%ious in the ficid that diflorences.or and Spccifications.ordinrN %%car and tear.unusual abuse.or neglec.excepted. We agree to repair not be installed directly over(tile another. Los Angeles,CA IX)034 discrepancics in iii-cii dimensions c\ist thid ini-0it not hove been considered in aicri.d or%%orkriniviship%%hich niaN develop during the Period ol'one year (310)202-7775 1). Furnishing.placement and grading,oficipsoil tbr backfilling offilnters ifrcquircd or replace an% detects in ill I All sprinkler heads shall he or the same size,I%pe,and deliver the same rate of enLincerinu,. 1tich bstruoions or diflorences should be brOLIVI'll to the attention front I'lle it,repiur or replace any daniagc reSUIling front the repairing or precipitalion with file dirimeter(or radius)ofthrow,pressure,arid discharge as shown F. Automatic Controller Assembly: 1.02 Scope Irior in the installation ofany weed confrof materials.the I�andscape Contractor shall submit to file the Citv of Rancho Cocamonga fit tile c%ent this notification is not illorined.the C. Cleaning nd finish grading of planters areas anti planting areas, :.andwary Archiicct/CiIv a list ofthe weed control materials and quanfilies peracre intended lbr ut., pe replacing 01'Such detects a( 111) additional Costs In tile Cit We nuike such repairs or on(lie Drimings andlor specified in these special provisions.Contractor S11.111;M011W full responsibility for antN revision necessdr�. in controlling the weed types pre%alent anti expected on tile%tie.as Supplied by file Post Control replacements I rcii,onable time.;is determined by the CIIN.alter receipt of%%rilien notice. In 2. Spra� heads shall ha%c a screw adjustment Install as per manufaettirces instructions. Remote control valves shall be connected to Furnish and install all concrete work complete as indicated on the drawings or as specified,the c%ent of our I-Olure lo niakC Stich repairs or replacements"ithin a rcastinable time after receipt controller in numerical sequence as shown on the Drawings. including,but not limited in(he following: 02 Topscii 1: Advisor. Pest Control Advisor shall Furnish the Landscape Contractornd Landscape Architect and 1.03 SUBMI]TALS ol'%%ritten notice;roin tile Cit%.%%e authorize the Cit%,to proceed fit ha%c%aid repairs or replacements City dal to demonstrate the conifizilibiliIN ofilie weed control materials and methods k%ith ill,: made at our arid"c mll na% file costs arid charges therefore upon demand. 3. Riser units shall he fabricted in accordance with the details shown on tile drawings. Z Klaterial list: G. High Voltage Wiring for Automatic Controller: A. Furnish Ind set all reinforcing stect,bolts,and anchors. A. Existing on-site soils listed;is'acceptable'tinder'Site Grading' pecification. intended planting and seed varieties present. 0 PROJECI'TI ) Toris LOC A' 4. Riser nipples for all sprinkler heads shall be thesame size s the ri%Lr opening in the I 120 %,oil power connection to the automatic controller shall be provided by the B. Install all items required by other trades which are to be cast into concrete. It. -oil imporiwil to site fr U%t as rill,backfill in planters and mounding.shall he sandy 6.04 ResponsibiliIN -.Ind Coordination: �2 sprinkler hody.I Flit:Contractor furnish thearificles.equipment.materials.or proce4ses. %peciliod SIGN Contractor. textured. Sill plus clay content of this soil shall be no greater than 15%by weight. The > -oil shall b-c no greater than I part per million as measured on the A. Landscape Contractor is responsible for the erection ol'all sign%and barriers rcquincd to LLJ h\name in[lie Drawings and SpecifiCatIOTIS NO Substitution Will he allov,ed without boron conlei ADDR it of,[[its% prior\%rinen appro%al by[he Cit% ol'RanchoCucaniong:i. Ill IONL DA I I 01 itANCE 5. All sprinkler heads ofthe same type shall be the same manufacturer. C. Concrete mow strips,footings for walls.fencing,posts,benches,etc.,where atirlicable. The sodium absorption ratio ISAR)sh.11 not exceed 3.0 millimolhos per prevent intrusion into tile treated areas and to noti I'% the public. Cr 2. All electrical work shall conform to local codes,ordinances,and union authorities aturation extract. I o. Sleeving: having jurisdiction. 1.03 ProlLction centimeter ill 25 C. In order to ensure conformince,samples of the imported soil shall be U_ 2. Complete material list shall he submitted rrior to performing any Material list PART PRODUCTS submitted to an agronomic soils testing laboratory. approved by the projw Landscape n. No material or methods shall afTLct the landscape planting or h%droseed germination. No 0 shall includc[lie momificturer.model nunibLr.anti description ol'all materials and Architect lor analysis prior to use. Result of testing to be deliv ' 'than 10 days from date of' Sloeving tinder hirdwarie or paved areas for mainline.lateral lines or control I-L Remote Control Valves: All finished concrete work-shall bt:barricaded to pedestrian traffic for three(3)days. Barricade shall cred to Cit% for approval. material Or method shall render the job site unusable for more c4ulfillient It, he used. lthough manufacturer and other information lit: ".01 MATERIALS I wiring Soil test to include analysis arid mcornmendat ions. application. Z c to proper submittal format- bopliced imediately afterconcrete finishing. Contractor shall Furnish.place and remove all ofhis different.the lollowing is a gtrid A. General: Use only rw%\materials or brands and types noted on drawings, sriccificd herein. shall tic Schedule 40 1'.V.C.or arproved equal or appro\ed equa'l s. 1. rnstall where shown ontiollt Drowin4s. Where grouped together,allow at least twelve own barricades. Contrctor shall bt: responsible for any damage to tic\\, construction and 3.03 Soil Amendments- item No, DL-A_r*Vt0on Model No. 1). IlVC Pressure Main Line Pilic and Fittings: 1'. Vandal Resistant Controller Enclosure: (I2)inches between adjacent vale boxes. Install each remote control valve in a replacement or repair ofthe work shall be made without added cost to the City. 6.05 Non-Selective I lerbicides:I Ilresmirc main line piping for sizes 2"and larger shall be PVC Class 315. separate valve box. All soil amendments%hill be asV. ecified in the Agronomic SuitabililvfFertilitv soils report furnished Non-selwive contact herbicide and/or non-scleclive systemic herbicides(as recommended by the Q. I Backilow Pro%enter FebLo 825-Y-13V I. Controller enclosure shift he ol'size and type shown on the Irrigation Drawings and LIM Clean-up by the Contractor 2 trioniatic Controller Calsense ET 1-2 1 Flushing'of System: Post Control Advisor) U -4-DR 2. Class 315 pipe shall be made from an NSF approved Type 1. Garde !, PVC Irrigation DLtil sheet.Master Valve Superior 310ORCV compound conforming to ASTM rcsin specification D1784. Allpopemustmdet 1. After all new sprinkler pipelines and risers arc in place and connec cd,all necessary Upon completion ofall concrete work and before final acceptance.the Contractor shall reartive all .1.14 Soil Preparation: (09) %t lective I lerbicides: W 4 Fic. Ftc. I-Ic. requirements as st�t forth in Federal Specification PS-22-70.with an appropriate 2. A backboard shall lit:secured to the controller enclosure housing to provide a base divers.ion work has been completed,anti prior to installation of sprinkler heads,the tools.surplus materials,apparatus,debris,etc.From tile site and the site shall be tell in a clean.neat standard dipiension(S.D.R I(SoI%cni-%%eId Pipe). for motiming the attlornafic sprinkler controller and terminal strip. condition acceptable to the City. All work on im'gation system shall he complete and ed for recommenclLd arTmk Irrigation submittal must hto specific and complete. All items must by listed and Pressure main line piping Rir sizes I-112"and smaller shall he PVC Schedule 40 with control valves shall he opened and fll head of water used to flush outthe system. -of and.Fine Selective pre-ervergent herbicides compatible with seed rnixtures(as mcommi:nded by,the Pest grading completed.prior to rototilling and prior to soil amendment work. Control Advisor) should include printer,%%irc,connectors, valve,boxes.etc. No copies of' A)Ivcllt%%cldcd Joints 3. A 117 volt dUPICK box shall he provided with an On/Offswitch,and a 117 volt 2. Sprinkler heads shall be installed cloy aner flushing of flit system has beert PLANTING SPECIFICATIONS literature cut%)are required is quisinittal inflormtion.' 4. Schedule 40 pipe shall he made Front NSF approvetlType 1.Grade I PVC compound receptacle. Metal conduit shall run fom the 117 volt supply to the controller After rough grades hive been established,prepare all lawn and planting areas by tilling orcmss 0.07 Weed Eradication: confionning to ASI M resin specification D1785. All pipe must meet requirements housing. Ali po,.ver within tile housing shall be properly phased. accomplished to the complete satisfaction of the cily of'Rancho Cucamonga. PART I -GENERAL ripping 16 a depth of'12". All rock and debris more than 2"in dianneter shall be removed from the 1. Fquipmeril or materials installed or furnished%%ithotil Prior approval ofthe City(it' as set frth in Fcdcral Specification PS-21-70. site,except for areas that are to bc:sodded, in which all rock and debris more than I"in diameter I rill the opinion ofthe Pest Control Advisor.perennial and%vceds existing in the planting Rancho nim he tviCdCd And tile Contractor ma% I-,%rcqUired in rent.ove 5. PVC solvent-weld Fittings shall be Schedule 40, 1 1-1 NSF approved conforming to 4. A terminal strip shall be Provided,clearly indicating the proper points of connection J. Sprinkler I leads: 1.01 Scope of Work: shall he removed. such initicrials I ro'ni lhe'site at his to%it expense. ASTM test procedure D2466. ofall appropriate wiring(station valves.master valve,common,central control). areas will require control prior to removal, spray these areas Per Pest Control Adviscies 6. Sol%ent cement and printer for PVC%oIvcnt-wcId pipe abd fittings shall be of type I. Install the sprinklci heads as designated on thic Drawings. Sprinkler heads to be Contractor shall provide all mateTials. labor and equipment incidental to and necessary for recommendations.installed in this work still]be equivalent in all respects to those itemized. completing all as indicated on the drawings.as reasonably implied,or as delineated i'n the pply.sprentf,and rotiatil in all soil amendments as recommended to a depth or 6". Water area 4 Approval ofan% item.aliernalive or substittite indicates Only that the product or and installafion methods prc%cribcd by the manufacturer. Q. Miscellaneous Irrigation Equipment: thoroughh after rotolilling is complete. Incorporate event% into the top 4"to 6"the following for A. Prior to tile installation ofthe irrigation system remove and clear all weeds and delcterious Prtiducts arrarenIN inect Ilk,requirvnicols ofthe D,rimings arid Specifications(Ill the 7. All IlVC piric niust bear the follr,N%ing markings: Specifications as follows. 6 materials front planting areas. LAJ I Refer to the Irrigation Plans for sizes and types or miscellaneous irrigation Spacing ofileads shall not exceed the maximum indicated on the Drawings.' In no each 10)0 square feet offilnting area: CY) 0 0_J bash-ofthe inlorniation or samples SUbInitied. a. MinUtacturer's name case shan(lie spacing exceed the maximum recommended by the manufacturer. 1.11)b. Nominal pipe size equipment. Standards: 4 cubic vards of Mimi ized Redwood or Fir shaving or equal. 0)Allow herbicide to kill all weeds. Rake or how offall dead weeds to a depth off"-2"below I- IL 5. warranties-hall not relieve the Contractor ol'his liability undertK- C. Schedule Or class ORARY REPAIRS 200 Ibs.'oI*Gro-Po%vcr or approved equal the surface ofthe soil. Physically remove rill woods from the site. gwiranice. Stich warranties shall on1% supplement tile guranice. d. Pressure rating in P.S.I. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. Hie City reserves the right to make lempetrar repatirs as necess,ary to keep the sprinkiLt system All work and materials shall comply with governing codes,safe orders,standards,and regulticilts. Z C. NSF(National Sanitation Foundation)approval and meet the minimum requirements ofthe Standard Specifications For Public Works Construction equipment in operating condition. Tbc exercise of this fight by the City shall not rclieVe the I'hL above soil conditioning are minimal qnalities ordy and shtwid be used only for bidding purpose, PAR"I 7-LANDSCAPE MAINTENANCE UJ Uj 0 it. RECORD Ill?A\\'IN(,S- f. Date ofexirusion PAR F EXECUTION (Green Ikook)latest edition. - U UJ <Contractor ofhis responsibilities under the terms ofthe guarantee as herein specified, because soil conditions may change drastically from the time these specifcations were developed U LJJ 1 lihe Contractor shall provide and keep up-to-date a complete record set of blucline 8. All fittings shall-bear the manufacturces name or trademark,material designation, ',.Of OBSFRVATION 01:SI IT CONDITIONS Quality Assurinoe: iti the time the actual soil c.onditioning take place. Therefore,the Contractor shall obtain his own ()I Scope of Work:size,applicable IT.S.schedule and NSF seal ol'approval. I -;, - EXISTING TREES soils analysis at a rite ofone per every 25.000 square feet oftilanted area. These soil tests shall be ozalid prints which shall he corrected daily, h(ming e%ery charge from the original PVC Non-Pressurc Lateral Line Piping: o Drav,ings;Ind Spocificalions and the ex.-'ict installed localions.sizes,and kind�of' I Non-pressure buried latcral line piping shall be PVC Schedule 40 with A. iOl scaled dimensions are apMximatc. Tlite Contractor shall check and verify all size A. All Contractors pc4fiorming'Siie Development work,must be licenu. ,d in accordance with Ilk- conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Provide all materials, labor and equipment necessary for. or incidental to, performing all Where it is necessary to excavate adjacent to existing trees.the Contractor-hall use all possible care ArchitectandCity, Copies oftlit:soil test to be provided during the Pre-con'truction job confrence. maintenance requirementsasreasonably implied orasclelineated in the specifications including.hut-ions and receive approval from the City of Rancho Cucamonga prior to proceeding equipment. Prints lr this purpose may be Otained from the City of'Rancho joints A lion installed in planting areas. dimcn% laws ofthe State of'Califomia.Cucamonga at cost. rhis LI ofdrimings shall tic kept on the site and shall be used 1. NOII-PrCSSUre lateral line piping installed under N%cd areas shall be PVC Schedule with%kork under this Section it)avoid injury to trLesand tree rools. Excavatiorl in areas",here l"O(2)inch and larger I roots occur 105 Finish Grading: not limited to the I'ollowing: C14 shall be done by hand. All roots two(2)inches arid larger in diameter.except direclIN in the path 11.1 onl% its it record so[. 40 mth sol%ent v%cldedjoints , with burla'p to prevent 13. Contractor shall provide the I-indscape Architect and the City with a list of Subcontractors F- to 3. Pipe shall be midc front NSF approved. Type 1, Grade 11 PVC compound tExercise extreme care in excavating and working near existing utilities. T'he Contractor shall offlipe or condoil.%hall be tunneled under and shall bc heavily wrapped Maintain all plants and planted areas.and Material suppliers expected to be emploved during thL course of construction. r- 8 C, 2. Tht:Contractor%hill]make neal and legible notations on the record drawing progrevs sLarring Or excessi%c drying. Where a ditching machine is run close to trees having tools smaller After rototilling operatiom-ire complete,grade are"to establish finish grades for planting. All flow Keep planted reii;Free of weeds and debris. - Its- Z mw con l'onning to ASTM rcsin sNci ficat ion D 1 784, All pipe must meet requirements be responsible for to utilities which are caused by his operations or neglect. Check C-4 thin two(2)inches in diameter,the wall ofthe trench adjacent to the tree shall be hand trimmed. lines shall be maintained and proper tolerances shall be met aner settlement at the end ofthe project Prune trees and shrubs. C) sheets dail% its the work proceeds. showing the work as actually instilled. For existing utilities drim ings fr existing utility locations. C. Contractor shall obtain and keep in force Public Liability and Proper6 Damage Insurance I %et forth in Federal Specification I'S-22-70%%ith an appropriate standard dimension making clean cuts through. Rot-)ts one(1)inch and larger in diameter shall be painted with two coats maintenance period. Cl) iould;I piece ol'equipment be installed in a location that does not match < 0) Q example.sl" ratio. during entire course of the Construction Contract. The amount of insurance shall be Fertili7.cd all plants and planted areas. of'I rLe Seal,or equal. Trenches adjacent to tree should be closed within twenty-Four(24)hours�and Irrigation. < a:the plan.tile Contractor niust indicate that equipment has been relocated in a graphic 4. Except is noied in Niragraphs 1.2.mid 3 ol'this-,A�-cliorv(2.01 B).all requirement%for C. Coordinate installation ofsprinkler materials including pipe,so there shall be no interference determined by City, Finish grading shall leave surltiace ofthe ground uniformlystricloth and free of abrupt grade change. Insecticide spraying. X 0 I'construction or dilliculty in pi where this is not possible.the side ofthe trench adjacent to the tree shall be kept shded with burlap 0 0) manner so as to match tile origina Is%inbols as Ind iciled in[lie iffigat ion legend. Me non-pressure lateral line pipe and Filings shall Ix- the same as for solvent-weld with utiliiieg or other anting trees.shrubs,arid ground covers, Z relocaled equipment and dimensions will then be transferred to the original record pressure main line ripe and fillingsa%sei!orth in section 2.0113 orthe Specifications. or canvas. 0. Prior to start of'site development work-,file Contractor shall notify the Landscape Architect 0 <3.06 Coordination: 7.02 Fertilizers:Ifile proper little D. The Contractor shall carefully check all grade,;to Fitisfy himself that he may safely proceed and City to give starting and completion dates. Contractor shall also supply the Landscape CK non-pre%surc lateral line pipe and titling,,shall be file same as lr solvcrit-weld pressure main line pipe and fittings as set lorih in section 2.01 B of the Specifications. before starting work on[lie irrigation system, QUALITY CONTROL A rch i te'c I anti C i I wi I I i I he na me a nd to]opt ione n It m he r o f I he per-on I n c It arge o f the wo rk. Weed ahatcrilent vAA shall he coordinated with the inniallation ofthe irrigation system rialolilling A. Commercial fertilizer-,with an analvsis of 5-31-1-Gro-Power Plus.and 12-9-8 Ciro-Power > U) LL Before the ditic ol'the final otwwr%ation,tile Contractor shall transFor all informtion D. Brass Pipc and Fittings: and soil amendment work,and planting. (See Weed Abatement section). Controlled Releast:Nitrogen.as desn' 0 front the '*record Adjustment ofthe System: 1.04 Reqpon%ibilifies anti Coordination: gnated hLrein.or approved ubmiaric as required by tile CY) rrints to a %cria inxIar Or similar m%lar material. 1. %\'here indicaicd on tile Drawings,use red brass screwed piric conforming to Federal 02 PREPARATION = <Agronomic vids rcrx)rt. Available froin Gro flower(90Q) i93-3744. 0 0 Arrangements shall K-made through the oil\ for obtaining slid sepia Inylar or Specifcation I The Contractor shall flush and adjust all sprinkler heads for optimum performance PART 4-TREES AND SHRUBS Z Z similar ni\lar material. All"ork shall he in%vaterrrool'India ink Ind applied to the A. Physical layout: A. Permits: The Contractor shall obtain and pay for all permits-.Ind insMetions required by Fittings sliall be red brass conforming to Federal Specification NWW-11-460. -as much as Possible. B. Ammonium Sulfate: Granular form containing not less than 2 1%nitrogen and 24%sulfur < < OD InN lar h\it lechnical Pen made expressl\ for use on nivhir Such Pon shall F. Copper Pipe and I mings: and to prevent overstir-ay onto wlks,roadways, Ind buildings governing authorities fr the work to he performed, 4.01 SLopc of Work: X IT li,.simil at it,those manulacturcti b\ Rpidograph, Kite I ITCI&Fsser,or Fiber Castell I Prior to installation,the Contractor shall size stake out all pressure supply lines, and shall be registered as an agricultural miner,with the State Department ofAgricul(ure in (C) C14 I llijv� I)ric K.hard tempored. 2- I fit is determined that adjustments in the irrigation equipment will provide proper compliance with Article 2-"Fertilizer Materials."Section 1030 ofthe Agricultural Code. < N - I he dimensions shall be made as to hq.casih readable even on the final Controller I routing and location of sprinkler heads. B. Fxisfing Conditions: The Contractor shall verify all conditions and dimensions-hown on Z cy) Fillings: and more adequate coverage.tile Contractor shall make such adjIustments prior to Pwvide all material.equipment.and labor necessary to install all trees and shritbs as shown on plans, < IT UJ chart(we Section C)� I'lic original ni\Iar"record drawing"plan shall he sillini itled I planting. Adjustments nifty also include changes in nozzle (he plans a(the site prior to coin riencemeni ot'any work tinder[his contract The Contractor 7.0 General:Joints shall he oldered"ith si[\,or older.45%silver, 15%copper, 16%zinc.24% sizes and degrees of arc as reasonably implied and as delineated in the specifications U)to the Cm of' Rancho for ififirmal prior to the completion (it"' -1 2. All layout shall he approved by the City of Rancho Cucamonga prior to installation, shall verily[tic location Ind depth ol'all undere' 4:1)cadmiLlin.SOIRIUS at 11 25'F.arid liquidus at 1145'F. ground utilities prior to start ofwork.Galevahes: as required. 4.02 Products 1 BaH Val\c.,(I/:"arid smaller) B. Wait r Supply: I.qmnkler heads by the Contractor shall be accomplished within ten C. Temporary Utilities: 'rile Contractor shall apply' for and pay all cosi incurred for all A. Nomenclilt -Plant names indicated on the drawings conform the"Standard Plant Names- Maintenance shall start inimedialely aIlLr landscape irrigation and planting. Contractor shall dirien%ion From mo(2)Permanent points ofneference.such as 3. Lowering rai". temporary utilities such as waler, electrical power and gas as required by him for the -cc 4. a Ball valves shall b,-a 125 Ill SWP bronze vahc with threaded ends and shall UO)days after notification by the City. construction ol'the project. Temporary services shall be c(xirdiiiated%Nith the City and other established li_� tile American Joint Committee on I lorliculture. Except fr names covered Maintain ll plants anti planted areas tin a continuous hasis as they are installed during the progress W building corners. sidewalk edges. road intersect ions. etc.. the location of' the I The irrigation system shall be connected to water supply point(s)of connection as be equipped\%ith a stainless steel handle. therein,the established custom ol'the nurser\ is followed, of tile work,and continue to maintain them until finid acceptance ol-lotal project Replace an\ dead LLI lollowng items b. Ball%al%cs shall be Nih(.o'l-585-70-66 or approved equal. indicated on the Drawings. 4. All sprinkler head%shall be set perpendicular to finished grades unless otherwise contractors on the job site. or dN ing plants as directed bN tile LindsLatic Architect nd City representativc a C. All[tall\alves shall be installed per detail. B. Condifio - Plants shall be symmetrical,typical for variety and species,sound.healthy 2. Connections shall be made at tile approximate location(s)shown on the Drawings. designated on the Drawings. D. Survev.Reference Points.and Elevations: The Contractor is responsible fbr establishing all W a, Connection to existing water lines Resilient\%'edge Gale Val\c IT'and larger) vigorous.I'me From plant disease.insect pests.or their eggs.'and shall hive healthy.nomial A. Irrigation: Operate irrigation system(in an established program to maintain all plants and Z h, Connection it)existing electrical power. Resilient Wedge Gate valves shall be crioxy coated and equipped with a 2" The Contractor is responsible for minor changes cati-ed b\ actual site conditions. surveys. reference Points anti elevations required bN him,and sho%%ri tin plans for proper poi LAJ Rain Bird EFB-CP-pRS valves will he net M manufacturers specification so that too(systems,well-filling their container.buy not to the ni of being root bound Plants planted areas in a health\,condition. Iffigation sysicin run-ofl shll b-L kept to a rninin) W Z Z C. 611(e operating nut. 5. aexecution ol'site construction, shall urn. (D routing). C. Electrical Supply: each lateral tes at design pressure. not bc pruned at anytime,and in no cast,still]trees be topped. Damage to irripfion systern resulting front mainlenince;Ind equipment and/or maintenance d, Routing ol'sprinkler pressure lines(dimension max. 100'along h. Rcsilient Wedge Gate valves shall he No.403 RI-RW as supplied by Watts Personnel.shall tic restored to i(s Original conditional I)(,cost to the City. Failure of an\ part UJ Trafific: The Contractor is responsible for all temporary traffic barriers arid detours required UJ C. Sprinkler control valves. or approved equal C. rees and shrubs shall be growing at a recogni7ed nursery in accordance with good of'tile irrigation systern shall bt:brought to the attention ofthe City. No repairs other thin 0 1'. Routing ofconlrol wiring and locations ofalf splice boxes. C. Ali Resilient\k'cdge Gate val\cs shall be installed per detail. Electrical connection,.,for any and all automatic comrollLmthill he made to electrical B. Testing of Irrigation System: by him for the construction ot'llic project. All temporary traffic barriers and delours shall < 0 horticulture practices and shall K- of(lie size and caliper normally associated with the emergency repairssliall be accomplished\kithout written permission from file Cit\g Quick coupling valves. Quick Coupling Valves: poini(s)ofconnection as indicated on the Drawings. conform to all conditions required by the City or go\erning authorities. ainer S17C SpCCifiCd Oil plans Removal ol'all tags,labels,n rs tak -Ind ties from C I The Contractor shall request the presence of the City of Rancho Cucamonga in cont. It cr\ s es, h. Siub-citits for future connections. I Quick coupling val\es shall have a bras%.mo-piece body designed for working writing at least 48 hours in advance oftesting. all plant material prohibited until the approval ofthe Landscape Architect or City. It. Weed Control: Keep all planted areas free ol'weeds and debris by cultivating areas at i. Other related equipment as directed by the City of Rancho Cucamonga. 2. Ctiannections shall be made at the arMximate localion(s)shown on the Drawings. TXfLetive anti Unauthorized Work:prcssure,,l 150 P.S.I. i. On or Ivlorc the date ofthe final field observation.the Contractor shall deliver the 2. Qui,l.coupling :live shall he operable with a quick courier licy. Kc\size and type The Contractor is rei;ronsible for minor chanees cause bv actual site conditions. 'rest all pre-Rimm lines tinder hvdM%13tiC pressure of 150 pounds per square inch and D. All plant material detivLred to the site showing signs ofdamage or disease or is insufficierrit inlervals not to exceed I 0 calendar days. he as shim ifoa the Drawings. All\%ork which is determined by inspection to be defective in its construction or deficient in any of in size to carry out the intent of the planting plan will not accepted and will he replaced at Tile Contractor may elect to remove such concentrations or weeds manually or b\ n corrected and completed sepias to the City of Rincho Cucirrionua. Deliver\ of the INSTALLATION II. Backiltm Pre\cntion� nits: prove watertight. �4lfihe requirements ofthe plans and specifications,shall be remedied or removed,and replaced by the < sepias will not relie%c tile Contractor ol'the responsibilit\ of furnishing required Contractor at his own expense in it manner acceptable to the Landscape Architect and City. Contractor's expense appi-med herbicide prograrn. inforinimon that ma\4 ht omitted front the prints I Backilow prevention unit shall be of size and type indicated on the irrigation A. renching: Note: Testing offlimssure mainlines shall occur prior it)installation of the electric U control valves. S'mol'Plant -Shall beasstatedon the Plan. Container stock(I-gallon.5-gallon.and IS- Post Control� Spray all plants and planted areas at beginning ofmainicnance program and drimings Install backflow prewnlion units in accordance with the Drawings '.(X) Inspections: gallon)shll have been grown in containers for at leas(one(1)year.but not over Iwo(2) as rill),become necessary thereafter by an approved method of'pest control,to keep all plants Z Controller I. Dig tretichti straight and support pipe contimiously on bottom ofirench. Lay pipe years. anti planted areas tree(if:in%cclsand disease Metho shall be revie\\ed by tile CRY prior to to an even grade. Trenching excavation shall fbllow layout indicated on tile 1. All piping tinder areas shall be tested tinder hydrostitic pressure of I 50 pounds- The Contractor shall arrange for inspections by notifying the Landscape Architect. City and driwings shall tic approved b% the City of Rancho Cucamonga before Wye strainer-,at bacliflow prevention units shall ha\c a bmn?cd screwed bay with 00.mesh mo-11 screen arid shall he similar to Bailey 91 0013 or approved equal. Drawing,,and as noted. pers.quare inch and proven watertight prior to paving. governing authorities,24 hours prior to time ofinspeclion,unless otherwise noted. Inspections shall Subtitutions- Substitutions for indicated plant miterial will be permitted provided the any pplications. [lest Control include 6ol2her ontiol. U)controller chorts re prepa-c! he s listed helow.but not necessarily in this order. Only the inspection pertaining to the project suhsaituic materials are approved in advance by the City,and are made at no additional cost -Ind% hitect.at start of 2. Provide for a minimum of twenty-four(24)inches cover for all irrigation lines 4. Sustain pressirre in lines for not less than six(6)hours, If leaks develop.wplace 1). llrtining Prune all plants as designated and directed by L. cape Are W All pressure main line piping between the point of connection and the backflow cope of'\vork will pply to the City. Except for authori7iod variations.all substitute plan(materials shall conform to 2. Pro\ide one controller chirl for each controller sequence. maintenance progrm and continue to prunc filaws;is directed or its nia\ IlLcome ncccs%ir� preventer shall'ilit: insiNled as required by local code. The Contractor shall verity instilled under paving or hardscaping joints arid repeat test until entire system is proven watertight. the requirem- < W ents of these specifications. until tile end of"llic maintenance prograin The chart shall show the area controllcd by theautornalic controller and shall be the with the local governing body as to material type and installation procedures prior 3. Provide for a minimnm oftwenty-fiatir(24)inches cover for all pressure supply lines 5. All hydrostatic tests shall be made only in the presence oflh#-General Contractor and Rough Grading. U U) ma\initim size\%hich the controller door'will llo\%. to start ol'construclion. Submit shop drawing for approval. ofthree(1)inches or larger in d'iameter. the City of'Rancho Cticamonga. No pipe shall be backfilled until it has been Drain Lines and Catch Basins. G. Plints Not AD=vd-Plants not approved am to he removed from site immediately and Remove Irish weekly. Edge ground cover to keep in hounds and trini top growth as Z 0 < Irrigations(main line pressure,coverage system operations test). The City reserves tile right to reject entire lots of'plants -1 D replaced \%ith suitable plants. necessary to achie%c arid overall even appearance. Exterminate gophers and moles.rep.ir observed,tested. nd ripproved in wriling. Soil Preparation and Finish Grading. represented by defected samples.4. I*Iwcli;irlisttltx-;tredticeddrt\\inL!(il'ilic.tcttt:iliiistilleds\.stem. Ilco%ever,inthe I Check Valves: 4. Provide for a minimum ofeighteen(I 8)inches cover for all pressure supply lines of Plant Material(delivery&placement). damage. 0 event the controller sequence is not legible\%lion the drming is reduced.it shall be lwo and one hall'(2'6")inches or smaller 6. Furnish neccssary force pump and ll other lest equipment. I. S\�int-,check\-.lives 2"arid smaller shall be 200 pound W.O.G.bronze construction Substantial Completion Inspection(at completion of landscape improvements)-7 Days. PART 8-ACCLETANCE OF PRO IECT enlarged it)a si/e that\%ill be readable%%hen reduced \%ith replaceable composition.neoprene.or rubber disc and shall meet or exceed Final Inspection(after maintenance period)-7 days. if. Stake all Irces.as per details immediately after planting to prevent wind damage.Federal Specification D.Class A.Type IV. 5. Provide for a minimum ofiwelve(I 2)inches for all non-prrssure lines. 7. When the irrigation system is completed.rwrftirm a covetge test in the presence of -is after finish grades are first Thc chart shall hL it black line or bfueline ozidid print and a dinerent color shall be tile Citv ofRancho Cucamonga to detennine ifilic watercoverage for planting areas 1. Plant trees that are to be located in lawn or ground cover are. 0 < U_ CD 11vo contractor shall arrange a Preconstruction job conference with the Lawidwape Architect and City illation of' said lawns or ground used it,Indicate the area ol'coverage lor each station Anli-drain %hall be of heavy duty virgin PVC construction with F.I.P.thread 6. Provide for a minimum cover ofeighteen(I 8)inches for all control wiring. is complete and adequate Furnish ll materials Ind perfrin all work required to a minimum of seven(7)days prior to the beginning work. established and allow at least 7 calendar days prior to inst,i ' cover to provide lr thorough watering of trees. All planting holes shall be excavated as I Ilion completion orinsiallation,a maintenance Period ofa minimum of'I 80 days For alI landscaped areas < 80 inlet and outlet. Internal Paris shall he stainless steel and neoprene. Anti-drain valve correct an) incitcluacies ofcoverage due to deviations Front the Drawings.or where When cornpleled and approved,tile chart shall be hermetically%cited between t\%o 7- Reler to City Standard 120'Trench Repait"when within City streets susceptible to the symem has been willfully installed as indicated on the Drawings when it is defined on approrriate details. is required prior to final acceptance ofthe%%ork by the City. Tht:Commencement date l'or the maintenance pieces ot'plastic.cacti piece being it mininiurn 20 inils. shall he field adjustable against drawout from 5 to 40 fee(of head Anti-drainvalve traffic loads. Obviously inadequate.without bringing this to the attention of the City of Rancho 1.07 Guaranties: period shall commence upon written approval fr in plia". oftilanting installation by the City Public Works LL shall bic similar to rite Valcon"ADV"or approved equal. i Cucamonga. This test shall be accomplished before any ground cover is planted. A. Plant Malenials: All trees.shrubs.ground cover�bedding plants and lawn shall he guaranteed 4.03 Soil Amendments: In,pector. Nlitimenaricc period shall h,adequate to veril\ plant characteristics arid establ shinent Z C)7. The so chii ris sit;Ill Iv.completed arid pproved prior to tile final field observation of Control Wirim! P. Backfilling: From date offinal acceptance of landscape construction for periods as follows: Soil amendments shall be as recommended in the Agronomic soils report A. Two inspections shall Ite made that alloct the establishment perio& The first after all the irrigation \sIcrn. 1. The trenches shall not he backrilled until all re N. Upon completion of each phase of work, the entire system shall he tested and plantings have been completely installed in order In ;approve the liLginning of' the <Except as noted othcr\%ise,connections licl\%een the automilic controllers and the quired tests:ire performed. Trench" adjusted to meet site requirements. Trees 24"box&larger lyear W D. Operation;Ind Maintenance Manuals: shall he carefully backfilled with the excavated materials approved fr backfilling. 4.(4 roes Stakes: establishment Period.and the ccond at tile end ofthe establishincrit period Iffilantingsare electric control %al\es shall be niade with direct hunil copper wire AWG-U.F.600 Trees IS gal.&snial for I year not cceptble it tile end ill file 1 90 day Period.(file to detective maintenance.then contintre consisting ofearill.lom.sandy clay.sand,or other approved materials.free from 107 MAINTENANCE Shrubs All sizes 110 days 0-vok. Control mring installed in control wre conduit within struciure shall be made I Prepare;Ind deliver it)tile CitN-of Rancho Cucamonga\%iihin ten calendar days prior large clods of earth or stories. Backfill shall he mechanically completed in Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for Further establishment until all"ork inects Aith the Specifcations and can be approved IW solid copper wire. Pilot wires shall be a dillorent color wire for each Ground Cover 120 days U_ landscaped areas to a dry density tqUal to adjacent undisturbed soil in planting areas- A. The entire irrigation system-hall he under full automatic operation for a period or seven(7) U) U)to completion of consirliction. two three ring binders containing tile autoniatic controller Common wires shall he",hire with,I different color stripe for Bcdding Plant 120 days information. maged information Backfill will confbmi to adjacent grades without dips,sunken areas,humps orother days prior to any planting. tAttermin;itit�nofestabligliviientyvfinda"pltnt material shall -live.healthy,unda each tilonlatic controller. Install in accordance %%ilh \,;live manufacturer's surface irregularities. Li\\n(sod) 1 20 days PARIJ-GR01 JND COVE R AbID BEDDING PLANTS and firee ofinfostation. Interior planfing%%hill be replaced and brought to a satisfactor\ <a Index sheet which states Contractor's name.address.and telephone number. specificittions and\\ire chiri. In no case hill wire si7.c be less than#14. B. The City of Rancho Cucamonga reserve-the right to waive or shoren the operation period. Lawn(seed) 120 days From first mowing condition before final acceptance(it��ork will b,made All areas shall be neatly raked nd 2 and which lists cacti installed equipment anti milerial item including names Wirins!shall occupy the same trench and shall he installed along the sme route as 2. A Fine granular material backfill will be initially placed on all lines. No foreign Guarantees begin after the project acceptance by City and at the clid of the 190-day 5.01 Scope ol'Work: free of weeds. >_ and addresses ofmanufactures local representatives. matter larger than one-hiff'('/�)inch in size will be permitted in the initial backfill. 1.08 CLEAN-UP b_ Catalog and sheets on even- material -.Ind equipment item installed pressure suppl% or lateral lines wherever possible. maintenance periotf. Landscapi:Contractor shall replace and plant all materials which have died PmVidc all materials and equipment and perform all work-necessary for and incidental to installing tinder this within the time span stated at-love,at no cost Ind within 5 days from receiving written notice from all groond cover and bedding plants.as shown on plans.as reatinibly implied.or delineated in the n-up shall be made as each portion orwofk progresses. Refuse and excess dirt shall be removed the Landscpe Architect Or City If dead material is not replaced and planted within the 5 day .1 Where more than one(1)%%ire is placed in a trench.tile wiring shall be taped together 3. Flooding of trenches will be permitted only with approval of the City or Rancho Cleat specifications.Guaranlec stii,ement. ill inlcr�iils offiflecii 15)1'ect. CkicamonLi. From the site.all wlks and paving shall be bloomed or washed down.arid any damage sustained on period.City rnav replace dead material with nov material and charge the Landscape Contractor for Cl) >0 a: 0. W Conipleic operating Ind maintenaricc instructions on ill major equipment. 4. Ali exransion curl shall he Pro%ided within three feet ofeach wire connection. 4. If settlement occurs and subsequent adjustments in pipe,valves,sprinkler heads, the work of'others shall be repaired to its original condition. all expenses incurred. 5-02 Bedding Plants:2. In addifion to the above mentioned aintenance manuals. provide the City's lawn, planting,or other construction are necessary,the Contractor shall make 811 IN FINAL SITFOBSERVATION PRIOR TO ACCEPTANCE Construction Materials: The contractor shall guarantee all workmemship and materials for zed nurv. -rv.and of maintenance pe"tinel with instructions for major equipment and show evidence in Expansion curl shall be ol"sufficient length at each splice connection at each clectric required adjustments without cost B. Prennials�nd Atirluals: Provide healthy container grown plants from a recogni control valve,so that in caw of repair, the valve bonnet may be brought to the to the City. all site development,for a period ofone year from date offinal acceptance ofproject.surface without disconnecting the control%%ircs. Control wires shall be laid loosely A.' The Contractor shall operate each system in its entirely for the City of Rancho Cucamonga the species and variety shown on plans ip.I I/Wq SHEET OF SHEETS NOTES: /Del None Place _ _-- -- --- — - THESE PLANS WERE ORIGINALLY PREPARED BY LAND PLAN ' EL -1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. c �;,,ve o�e,,T�� ( 1 A 3/25/93) T 2. Y Q A. AN b UP��tT�l] g� E._A i r , 1_x ���r o p t d�Bntids Court 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT o 67 11 <, 'y011 .. � © ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS S'� � 5��: F• 66GJ,- ` ,? AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS �Y o` �. T <,j°°143 °2 6s 70 7fj 1' _ sa REQUIRED. � • .. � I 1 O r? \ p� 46 41 4. Carmel KnUrla 91,A! °` -- 40 _ - 5. REFER TO ITEM 9 PLANTING NOTES SHEET 4 FOR CORRECT APPLICATION OF �y. �� - F _ SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER - SPECIES. J k L01 c DeOr s Bas n "un h nnve ! ?� �, �� •e Q ' �- ze a A n z. z� NORTH 6. _ _ �'/ � 1 � � i I I k 'a 7. REFER TO SHEET 2*OR PLANTING DETAILS. 4k rD 6' CONCRETE HEADER - - T.C. 62.34 QArh Street 8. REFER TO SHEET231FOR CONSTRUCTION DETAILS. KEY MAP e---- PROJECT LIMIT LINE 9. QPPPQ�O•-S��FFT "-- 2 ALIGN """'!' -- PLANTING LEGEND � '- ' •- ---.w.w.w.w"'.w�•w•w•w•w.w�w �. � _ - w•w•w.w.w•w•w•w•w•w•w•w•w••w.w.w.w.w•w.w• ►.w.w•w• .•w•w.w•w•w••.,w•w.w•w•w•w.w•w•w•w.w•w•w•w•w•w•w•w•w•w•w•w•w•w•w•w•w•w•w•w.w•w•w.w•w•w•w t..• .w•w•w.w.w.w.w I� � _--.--- -.`-^_-"-' w•w•w.w•w• `-,_.,. ---- --^ -".�� "7 �. • • • / �""' �: SYM. BOTANIC NAME COMMON NAME DUAN. SIZE REMARK/DETAIL • • :; TREES YPICAL SECTION A • ,::r STRA1C, TRUNK � P.C. PINUS CANARfENSiS CANARY ISLAND PINE 15 15 GAL. •B' a ' 30' O.C. • • • S ) ..... E.M. EUCALYPTUS MACULATA N.C.N. 5 GAL. STRAK3HT20TRUNK • • '� r • 4 C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 3 15 GAL. STRAIGHT TRUNK � - P.A, PLATANUS ACERIFOLIA LONDON PLANE TREE 36 BO STRAIGHTRn RN'T 711 P.B. > CYAN BRADFORD PEAR 15 GAL. A �. Js e SHRUBS WITH 4" THICK MULCH COVER BENEATH �k - E.P. ELAEAGNUS PUNGENS SILVERBERRY 5 GAL. 6'-0' O.C. 'D' & 'E' E.P. A A.G. ABELIA GRANDIFLORA GLOSSY ABELIA [.puG F� 19 5 GAL. 5'-0' O.C. 'D' d 'E' I vwylt01 74'' 5 GAL. 5'-0' O.C. 'O' 6 'E' : rq FY"Tj5 FCiz'�{I,- VST^ 33 S GAL. 5'-0' O.C. 'D' d 'E' 1 5 �' Rs PYRb.C�.►�'f F+A Ta cRu Z' I L 5 p"D G•D E SIDEWALK LAYOUT BY CIVIL ENGINEER (N.I.C.) L0 p 2(0 VINES 4 PRIVATE WALL & PILASTER LOCATIONS Q PT PARTHENOCISSUS BOSTON IVY 27 5 GAL, I ' TRICUSF IOATA BY BUILDING DEPT. (N.I.C.) , GROUNDCOVER ,iTAr'HYl . ' MONTE TA 5 GAL. -0' O.0 G' • HYP YCINUM AA 1898 FLAT 12'O.C. 'G' t CE RISEUS* CA PER 25 5 GAL. 5'-0' O.C. G 1 1 HOF211(�N iAl . H_L.. HYDROSEEO LAWN �-T SEF PLANTING MIXTURE NOTE X11 SFfET 4 .J 7 LD H.N. MAO"�oopollt h . w1 * ,Stl►F_ II�O� I GAL -0. O.C. 'G' 1 t - - SEE B.P. 'TWIN PE AK' -- BACC:HARtS F'l Ul AF? — * COY07E BUSH 5 GAL. 4'-0' O.C. 'G' �J�IIiG I 17 — SEE PLANT JS HM HYDROSEFD MIX � /FT. 3 , �'/ —� al 13- * APPLY 4" 1HIC LHIF'P�FZ MULCH IN SHRUB TREE LEGEND BEDS AND SEL i L u r UND COVER BEDS / �q '4.}-� SOF Lp AS NOTED. REFER TO NOTE #5, THIS SHEET. / • Q' 19 ', y 4- SYMBOL SIZE TYPE 1 - a: 15 GAL. P.C. 5 GAL. E.M. Q 15 GAL. C.O. - .} 13 36" BOX P.A. 15 GAL. P.B. J 2 r. . 2 KEY. TYPICAL FOR ALL SYMBOLS H PLANT MATERIAL TYPE ,O . J ,,• ,,-, QUANTITY / L Q QUANTITIES UAN NOTE: I I S SHOWN N THE \ / LEGEND ARE FOR ESTIMATE DETAIL P.T. - PURPOSES ONLY. 27 \ FINAL QUANTITIES OF PLANT SHEET NUMBER MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED BROOK BOX & PV IPE BY CIVIL ENGINEERING (TY P (N.I.C.) I`� T SPACI . / fv OMIT Yt Sort v�lA�L.LS �" I � I�-�1�tT P PS vubE9 �' (n+�E F1=>�-) e. i .9 �i DESCRIPTION OF REVISION DATE oat Y I' APPR 0 sF I p A/ �� �s CITY OF RANCH y p `>��oS��PF O CUCAMONGA O T 4� �,�t. K��f 4,Pc 1. �� 0� a� :� .. He� LAN S ACJ 161 V / S _"--- � � J vP�1 CPI�s'+-t d CA. `- �. 1, * '1�4- Z41y—I'M3 9tbT'S _ O _ 944�� . I I o 16 FIE # � iI I ` ,4- _ "-- �� TRACT 14380 PHASE 1 OF C AL1F� A �' = , APPROVED BY .G. �- ..:• DATE �'s T� 0 19 ` '• CITY ENGINEER ` R.C.E. 24953 ' •. , ', P.C. 0 10 20 40 - ._ ;--.- . DESIGN Q i E COktR�E Not 0 MID 1 .l T L - s►,l E �1 Z X 3 NORTH 15 of 23rZ ad-Oda -3 T.C. 41.31 / - CHECKED DNG NC DATE FILE NO _ �q_35 1 t_ SHLL-1 -Zy OF >Z SFjLL i S Der Norte Place- - .-- - ------. -- ._ _--- THESE PLANS WERE ORIGINALLY PREPARED BY LAND PLAN T _ 1 - I 1 ° 5 FORMA 3/25/93) � Art nve a a e„ppk 6 1 i UPG�"r"`ED BY LA � Ntx r r , 1vO _ 2 8 NGTTH:- om r1'VI NCS oN WALLS /• Court 1 T (-rHfzC-,F- I�� T FtGH/ i„ r e • \ ` s�.Otr(, Drive �� 77 G ; 441 43 ,21 ag 65 G - - 64 e I I 6 - __ '67 16 \ < P Carmel Kr, Dave' � � s• Sa„ 72 L y 61 7_.. h S3 .,p 35 36 C N / �__.L_.L_1_ 1 / Cariibn,7 Sa _1.S'1”, 57 56 U DeDnS Bas.r COi,• � Jd 33 J2 Dave O 27 S 20 sT-T T, T:- v 3' p 2s 2e z 26 25 2. 2J NORTH P 'A \ \ O 1 2atn Srreei PRI TE WALL & PILASTER LO ATIONS KEY M A P Y B ING DEPT. (N.I.C.) .• PLANTING LEGEND V. ,j _ A.G. �• 0 1 SYM. I BOTANIC NAME COMMON NAME DUAN. SIZE REMARK/DETAIL 12 • TREES / • � 3 6" NCRETE HEADER I - � 2Q STRAIGHT15 80 . . B' 6 'C' 30' O.C. PROD T LIMIT LINE E.M. EUCALYPTUS MACULATA N.C.N. 5 GAL STRAIGHT TRUNK B�'C 20 0_.C— C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 7 15 GAL. STRAIGHT TRUNK C 40 1 0 P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE 8 6• BOX STRAIGHT TRUNK P.B. PYRUS CALLERYANA STRAIGHT TRU O IQ $ RA R BRADFORD PEAR 15 GAL1W L'C 20' P.T. + ' D 6WONCRETE HEADER �� _ - 4 0 11 F • 3 ,,PROJECT LIMIT LINE 4 - .. C.O. � '� ' - '�'- - le SHRUBS WITH 4" THICK MULCH COVER BENEATH � / G 4 D '.� �• �P X O 4 Y-, _,_ ,• E.P. ELAEAGNUS PUNGENS SILVERBERRY - 5 GAL 6'-0' 0 C 'D' 8 'E_ rJ �S clouCHIm A.G. ABELIA GRANDIFLORA GLOSSY ABEUA 21 5 GAL- 5'-O' O.0 -/ �' '; SS r p - ' • 74 5 DT DI ET - - �� � SG S�LYIa GRECiGi� _p,�, fllll�l,^61 ♦ rcnunnc n n�esu ►1� ZZ 5 GAL. O' O C 'D' 6 'f' 1 ,� ,; �'` In EVES YEG A �- .�� 171 5 GAL S'-o• O.C. b' a 'E' P.C. I?s. a .S�.Nl-A CRUZ' 23 560,1 V-0"OCC DcE 1 1 - -� r V VINES YAA ,. - P.T. TRICUSPID TIASUS BOSTON IVY 32 5 GAL I ' 2 P.A. 17 40 ' Qj 5 4 �- L } GROUNDCOVER * �C) 4 �� 3 I \ LD ..JS JUNIPERuS ,t�T NITA 7 5 GAL. 1 0' rl C �I ' _ C t?N1'LHLY LP. ' HNAIN YPE CINUM AAH D 4303 f LAT 12 O C 'G' IQ Qom,Z4nt� per `� 1C• 5A ' AIVJ+�I� ' �MNIAL r H GRISEUS CAR ER 44 SGAL 5'0' OC G �1 HYDROSEED LAWN M fib' ' N.L. SOIFT SEE PLANTING ' - MIXTURE OTE #11 SHEET 4 4 , , - T G * GALQ + }� UM0.O.C.O C NOTE. t� �"� � o tlAI►.'1UTAfiil.' SUN i -- - - T.C. 33.68 �' DY�(�`2F VJ�I B.P. C BACCHARIS PILUL ARTS .COYOTE BUSH 5 GAL. 4'-0' O.C. 'G' a QUANTITIES SHOWN ON T"HE TWIN PE AK' / 1 - LEGEND ARE FOR ESTIMATE H.M. HYDROSEEDMIX1 SO./FT. SETELANTW3 PURPOSES ONLY. APPLY 4" 1 HIC GHIf'f 12 IAULGH IN SHRUB iM_RX7R 1 FINAL QUANTITIES OF PLANT PEMATERIALS INSTALLED SHALL TREE LEGEND BEDS AND SEL i t U Itu ND COVER BEDS �' � B 0 OX & PVC PE CIVIL BE GOVERNED BY THE INDICATED AS NOTED. REFER TO NOTE #5, THIS SHEET. • ,' l EN E NG (TYP ( C.) —�..`� - ' PLANT SPACING . SYMBOL SIZE TYPE /•' 29 A 15 GAL. P.C. / 12 T.C.' 30.99 5 GAL. E.M. 10 ` �}2.• 0 15 GAL. C.O. 36" BOX _ P.A. 42 �. P.C. 10 + 15 GAL. P.B. P.T. ,•,;�:` L� + f � � { �� .� � + _ , -.,� �- � KEY:� (TYPICAL FOR ALL SYMBOLS) PGS A.G. 9 / n PLANT MATERIAL TYPE � \ _,- 1 ' �� I �_'M4 .._, , QUANTITY ` P ` s Q` I h 2 DETAIL H.N.H N o O .. , , 144 '=L SHEET NUMBER : 4 N�A WW44_1 44�i '_ ' 0 /� '—SIDEWALK LAYOUT BY CIVIL ENGINEER (N.I.C.) TYPICAL SECTION A p—/ 9 V _ 14 _. �. � _ -,.,' - 1 NOTES: c � ��� -• ,; e DESCRIPTION OF REVISION DATE APPR• O CUCAMON PRI TE WALL & PILASTER LOC ONS CITY OF RANCH GA tS - 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. ti BY B LDING DEPT. (N.I.C ) - `10, '3LaR F 2. 9 LANDSCAPE PLANTING PLAN o X -, y 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT W �Q� `: -AA �G�`�"��` �" ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS _ 7,tL ¢/t*+��+o VI c.�o ea►o2b� f _ ' / AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS "' M. _ �^'� ^�''o , ; �_ _ '/ REQUIRED. �` rN•'H'�- t4�- 1983 q 7S l7r 0 J6ti TRACT 14380 PHASE 1 I> - ,- 4• L ./ Q QIANP '�oMtttE�� 9TEOF CAL�`�� 3 • ' ' ;' �' / 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF APPROVED BY Gv DATE Q Q SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER 10, CITY ENGINEER • C.E. 2as53 SPECIES. _ DESIGN - - RE COMM[ C E G t a 4 RI MP 1 6. Df�f!W N SNEE l .'k. = TL 7. REFER TO SHEET 23WOR PLANTING DETAILS. NORTH - 16 of 23-r 8. REFER TO SHEET23AFOR CONSTRUCTION DETAILS. c H E c K E u D Pv!VVI N G N 0. 20.2 a - \ / 1 C. 9. DATE FILE NO r � ___ I L L I L�r 1 r t �_ I S NOTES: - -Del Nnrte Place__ 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. 1 a,l�,a i overlook 6 � ,�. N o- tT VI N E 5 oN y�lat..Ls t.�ssrt'�t�N 3 � - - -�-- - T-� � �� �- � - -- �- �� H� '9 0 Je l P4 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT / _ " Q. 67 69 G ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS ; �': '9�. © �� sx° °"`az Z 48 �°6 G 76 " 13 �? AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS � o 6,, � ;5 14 REQUIRED. - I 71 Ae ° r 71 0 50 � 73 i 4. „ Ca,•mel Knolls Dnve a7 40 O S+ 61 Sea db/O �� Ias s9 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF � - SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER r 'S 37 3° ,��II I 3e s SPECIES. ,� i'. "r� °, ! __)� _ = ��,,r,,,,, -155 L'6 57 - • \ eo, s Bas .y .y r 3< 33 12 i' ", 29 ,k a�„z6 2s 2. 23 e. NORTH 6. f ��+ JL ' 7. REFER TO SHEET 230FOR PLANTING DETAILS. ,�' � z4,r; setae, 8. REFER TO SHEET231FOR CONSTRUCTION DETAILS. / , � ` � KEY MAP © (,1:UA�TITIES �otL -!x'1.15 SH�o�LY 9. - `` F NTING LEGEND Ps ANIC NAME COMMON NAME DUAN. SIZE REMARK/DETAIL 4 .. B TREES m STRAIGHT TRUNK 6 (p P.C. PINUS CANARIENSIS CANARY ISLAND PINE 6,' 1s GAL. ”. V I 'B' a ' 30' O.C- J !' `'• ;: E.M. EUCALYPTUS MACULATA N.C.N. 5 GAL. STRAIGHT TRUNK O A.G. / T.C. 20.28 - B-�_C'?o' O_c. • . 7 C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 4 15 GAL. STRAIGHT TRUNK ' 12 •• ' -• is TRAIGHT TRUNK C„, � • . � . � s P.A.PqPLATANUS ACERIFOl1A LONDON PLANE TREE 6" BOX S ALJ ` YRUS CALLFRYANA 20' O. P P.B.PBC. �pADFORD BRADFORD PEAR 15 GAL. STRAIGHT T INK 01 e SHRUBS WITH 4" THICK MULCH COVER BENEATH �k 16 �s s. . - E.P EL AEAGNUS PUNGENS SILVERBERRY Q 5 GAL 6' 0' OC 'D' a 'E' 1 !0 10 :::•.:;; _ C.O. L� ---- -- --- Ip.RrJ GOUGI-}ER A.G. ABELIA GRANDIFLORA GLOSSY ABELIA33 5 GAL. 5'-0' O.C. 'D' a 'E' / - - `' 1 DODO SA HUPS 5 GAL. O' O.C. 'D' a 'E' 2 SG s6.LVIA GTiZECTGII N.G•N. 0 >� ''. �� t1 / • . � DIE-tom S YI=G�T� f? << r L xAs s GAL. s-o• O.C. •o' a •E' 1 1rj a /• Ps. PY — - - CKu - - - /f 12' Q _ .• LD OVINES t} • -,- PART HENOCISSUS } _'• -'., i A C P T' TRICUSPIDATA BOSTON IVY 30 5 GAL. I� f % . ROOK BOX & PV E B IL _ v _ NGINEERING (TYP.) ( - 1 A ,E - J j GROUNDCOVER J ' � � � x ��. . Cl / `,IAF'r1�LUti i .7 i 17 I �. , '• t+. * MONTEk NITA SGAL /D' OC G 1 \ J S J UN I P�IZU S SAN JOSE ` �� IYCINtIM AA{?c� �i.Qp --- FLAT 12' O C 'G' U ., , r ! .� --, /-/• GF11111 Us 10 BC• ��•Ci��lS W+ '" >G NN�L I�UI?iluNIAI *� CAci ER ��17. 5 GAL. 5'-0' O.0 'G a .- - SOIFT HYDROSEE.D LAWN = PLANTING /` 1 _,•_-• H.L. MIXTURE NOTE #11 SHEET 4 / IDWARF V�IFfT ` / L•D LJ'�t , I/'�l� M�1� �LSV IDGfvS S NUK1MLtLAHiUM * �R �� I GAL O. O.C. � a A \ - - -- BACCHAM- PILULARIS f, Q- / i;-' - © B.P. TWIN PEAK * COYOTE BUSH 5 GAL. 4'-0' O.C. G' o ` 91717 - - H.M. HYDROSEED MIX SO./FT. NOT PLANTING 1 T APPLY 4" 1 NIC CItIY>-'EK MULCH IN SHRUB v TREE LEGEND BEDS AND SELE 7 L u 'C3 ND COVER BEDS (v 2 NOTE: AS NOTED. REFER TO NOTE #5, THIS SHEET. C.O. �U�E QUANTITIES SHOWN ON THE - : ' ESTIMATE SYMBOL SIZE TYPE t P E WALL & PILASTER LO NS _ - 2 � LEGEND ARE FOR S O f BY B G DEPT. (N.I.C.) ' , \ - I PURPOSES ONLY. FINAL QUANTITIES OF PLANT 15 GAL. P V 1 1 8 rAG. y:. _;,• MATERIALS INSTALLED SHALL • SIDEWALK LAYbUT BY CIVIL ENGINEER (N.I.C.) BE '• 21 '' ;;;'", . . ;=; � � PLANTVSPAC NG Y THE INDICATED � 5 GAL. E.M. f ., ;. • G C.O. = _ © 6" BO P.A. 1 15 GAL. P.B. / � :, I I h•s�' 41 IQ� M • _• , D KEY: (TYPICAL FOR ALL SYMBOLS) _ a i SECTION SEE 'bRhw lN�r hlo• 1 Q 35-1- � �t-s✓�^T oz OF 07 CO PLANT MATERIAL TYPE Lu +`' 1 �• 2 D F1X�U1=E s�.HFUtxr r QUANTITY "Alp � � A v 3 Et,ecTF-IcA u s` 5TETm �s(I 0 1 MANU>. S'PAULVIuG DETAIL C1►dzl.IWSo�( - ELI T6 I 19 DEsc. C�I�'Ib1zlR�E UGjl+fr _ 5TM LA CEWSE r10-418 Z�Z 0 1 <I 11 0:1 (Mac) SHEET NUMBER o - JS µOTE:��AWIt�G, rto• I ° Zy<1<tlrr f Q $f 56"r OF 517 VV ® �vf II.T -o( d' 3 Q 13 FO1- tL&,-FFICDeT�lILS \AIF-lPS IZ'-o' ® vrsE� w Yov-r , �t,hN-r vV xTl r% � � .�, _o '\ .',;' A � ��I SE d I�,b•N T' I�i�L�T`r�. - �. , �� ' TYPICAL SECTION A DESCRIPTION OF REVISION DATE (N.T.S.) APPR. °' } ` CITY OF RANCHO CUCAMONGA �. ,•* �. o`OI SC4,0 • 3;� SO ' : � a► � � ,` o�.c� 4,p� (Mq PE 15 ��P ��`cF �r`�y, qac '�` v ���` LAND PPI—AN ,�. X �� tso.24p3 m�� JS ® Q z ,' I.dl�ScoPt� �Lt1rVeE — - © �1 �� � 31�2� >z...a �I�oQ000O � TRACT 14380 PHASE 1 F '4 odf 4 J uAa-1 ChP,.5'T Qre-ac� GA• . F 9 �Q t IE OF 1' 9z6-r5 �PICHARph� '9q� T g/�,�-I' `J�� I1 po( GAL p�.grj- 2►-,-�,�-3 moo/ 2ao �� y - � �a� ,� >= ,r '•r�-M3-o�or, APPROVED BY �� - DATE CITY ENGINEER �� R.C.E. 24953 cr tt�rtflRlat, Pcc�Ne� t,K P.C. .� - _ -._ _ .� -��. _ �, . .'•' J S �P L Co IZ�GT i Oh•FS ON IrY 0 1 0 20 40- '.a �.. oEsIGN RE coM►.�E N,L4 D N9 q� ode _ ��� DRAWN SKC E l MAT - P T ��' T}-ESE PLANS WERE ORIGINALLY PREPARED BY LAPD PLAN _ HL�N SE� S Q 3 , CA11F NORTH _ 17 0E Z3+2 ,�� _ . H - J BY FOR 3/25/93) EE _ ,, ,,, Ex�►�-^� 30-?002 CHEi.KE[.l -- .. , DRAWING NO. + ' j Ci• p5 1 - LY a � IJP +7�'p 8Y DATE FILE r�0 ���'L ILS i L Ut SF E-E_-1S ( : OM IT VI HrS C)N \NAA -S SSfiHn.r1 3' THESE PLANS WERE ORIGINALLY PREPARED BY LAND PLAN c"��e mom') I-fl Crl-� 3 25/93 IIP UPD�. D BY l.�►t`i"T�X < Alt,,-,i o",�. j, t T-- 1 2 2 E It j j T.4 1 os G 3 64 e 63 i 7T 1 Pit Fitz Lt`f�t I u 'S P[J4�IS / �>, - f , 1 ' _ -_ 2 3 ;y Iy �C l , l�'• �� a 35 i S w P„ co ^ 10 u N I 13 Y Ki.CJ'� 1 r�+ vvl`µ'�U� L # RJ T'1�,` l o I C \ids _1__ $ �__ 1 1_.:_ .1-_1 �� z C�,nb.,,, J C�J _ s5 1 sf L>>I sa ci J� -U- / CA 7 CONDUCTORS 1 f 10 TWIN GRND p;,s Bas" Co"a 3a 75 „ J2 o., e /`� `i' r I , e� ' . � T�• '� �; ' 30�m 2e ?5" ' _ § i NORTEi ,. cc y_ ` ' .11 , / • y P_ N I N I�l,t,, F a Ih 2 IVI A UE e r LOON VEN _ Q ;,, ;' IZ P 2 3 PLANTING LEGEND - _ 1'�I�I%�-f11� WALK „ - . • PL MAX.) 4�� �`- / �' SYM, BOTANIC NAME —00MMON NAME OUAN SIZE ARK/D( TAIL ,d �` - -- i� To ie-� ��•f �'>-o V ,, ----- i , , •�7 TREES I �}�111�Ea / CO �-O AL1 L5 8"hx; t IEnt :' STRAIGHT TRUNK --_� ----- - ------ / P.C. PINUS CANARIENSIS CANARY ISLAND PINE (6'2-4- 15 GAL kIALK 1 �O�O ® ,,�. --- STRAIGHT TRUNK ! i ` r E•M• EUCALYPTUS MACULATA N.C.N. 0 5 GAL +tet 20 O C to C.O. CERCIS OCCIDENTALIS WESTERN REDBUO O 15 GAL STRAIGHT TRUNK 5 j COLIC• f J 5• ,7 P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE 3 STRAIGHT TRUNK TYPICAL SECTION TYPICAL SECTION - , - _ C D.I• PYRUS CALLERYANA - -- 15 GAL STRAIGHT TRUNK J•5• A B SECTION o. P.B. BRADFORD PEAR - i � I• � � s ' � 'BRADFORD' 'B' d 'C' 20'O.C. t 5 12 20 LI LIGE;R" Tvc�VI. re MYtzT(_E Z 156(AL. ';5 i'G' ,5b.c (N T S.) ---- (NTS.) — (N.1 S.) --- • � s• - Kplco._ 1'105141 - --- Ir Q, �. BG. B.G. I�' _ L.D• QU�hITITI�s FOfzTHiS ONL ; �' ( ! 5 5 _ 30 SHRUBS WITH 4" THICK MULCH COVER BENEATH �k DITIGN JAL LANTI N LE END ss PEr- *1435-L CleculT No. 1 CaNN�-r- I �4p P G G s E.P. ELAEAGNUS PUNGENS SILVERBERRY Q 5 GAL 6' 0' OC D' d 'E' RIVE Y,N�SN Q�Bt-�SmN�1�E�-SthNb°�1zD pET�I L 2 BI of �XIST14.1� MrTLiz f'�b. A ---- - SYM 13csr� v'*4, 1`I"G OHM16N ll a"F QTY SIZE R-EM ,�=�DEThIC. z p uµE w�`t'1' 5AV^IL.�LC CJMUIt5 ' A.G. ABELIA GRANDIFLORA GLOSSY ARELIA� r> �0 5 GAL 5'-0. O.C. D' & GITYo F I -I iac t r r _ i W _ 0- _ ® RIJPyS V�IITIt¢'T}FICK MULGI{CAVED BENE?•T}I / j. L-2 6"�ftE MOW'yT'R.1p 1-20AMP. G1CUIT 220 VYJL T- G- DO H - -- REFER TO SHEE 3,• DETAIL _ 0 , • s GAL10 c 'D' & E 1 - hED• L.F. LEUCOPHYLLUM TEXAS RANGER ® 14 5 GAL. 5'-0. O.C. 'D' E •E' FOR ENLARGEMENT OF THIS A A. L-2 ecwLOERss�uo�ss+rowN ® FRUTESCENs I " ` b•i• bIETES VEc-��TA FoRTNIG�t•T U l,Y �O4 5G�hL 5'O.c. 'p' � `E' ON SEtzV( G�OV NDGOVEQS ( --_ - 5¢ _ _ I ;?S. 1S. � '�►CRU?.,® �I SG,ti. �-O o•c. r1� E n J.S. JUtilI RVS'6hNJosE' W.C.N. 32 05 CT�'o c. 'GI' ; PS P. -' ! S.Gr Sp,L�v�. G C;flI Sa.lvla. T54 5 4=l C.�E Q c. W<tt•I� s'c,� c N 44 5GAt, 6'0c• STORMDRAIN BY CIVIL ENGINEERING (N.LC.) 7 �uV44A m*trNrDENSIS rl •G.t�l • �t I � 4'o'c' 'G' '`- - VINES 'btllh 1 Krt - _ T ori 1G P.T. PART HENOCISSUS BOSTON IVY - 2 1�95 GAL I ' r " CONCRETE HEATRICUSPIDATA t P JECT LIMIT LI 5 I -- --- - B ���; ,� © {{ GROUNDCOVER _- - H.L. P.T. I AP' IYLU 3a 2 + N N E GAL O �S > 367 �,;; 1 E Etl T A * Mc NI •9�.>.i s c c AAI . I 1 y .. FOR MOWSTkIP LAYOUT � � I aNUM d E L S z• o c c SEE DETAIL i SHEET 3 2;7 -- - � - -. t PC - - - , RISE -_ , ; HUEll�uv' , S GAL 5'-0' O C I ■ G 'y H.L. HYDROS ED LAWN ® O SOIFT SEE PLANTING MIXTURE NOTE 1 T - - t SHEET 4 LD W SUNF2. ® I 1 GAL. 1Lp•O.C. NUME�Jl aft' 4' 3:1 SLOPE o�CCFsARiS F IL uLARis ■ e• P.A. ' B.P. * COYOTE BUSH 0 5 GAL, 4'-0' O.C. G' AM (MAX.) 3 9 TWMJ PEAK 0 ■ ---- 1 `R�'l IO A•G• H.M. HYUROSEED MIX -- - - - SO./FT SEE PLANTING t 1 0 © NOTE #13 SHEFT 4 � ; ! L CND - t�eFT = * APPLY 4" T HICK G�t11?P1=1Z MULCH IN SHRUB ■ . _ Ir I L.F. S g ■ I 1 1 ' ` x } I 8 .•`•l: L EGEND BEDS AND SELE L ►� (it 4 JND COVER BEDS ■ -"� ' "'� 1 ''r Qj r, •; ` AS NOTED. REFER TO NOTE #5, THIS S EE ■ ;� ___ SIDEWALK AND DRAINAG S �JS f Quo �, w OL SIZE T ■ , �fZ CIVIL'p�Ns 3 4 i ��� 40 L.F. � .r .;;. ., `� 15 GAL. ■ _ -. 3 •� 1 14 LD I1J ��•- �' i { +� H.N. 5 E.M. ■w �' 25 i I © H.L. 1O C A ■_ � ► I + "' 19 � �- ` � 195 � � I Q � OF ��F�Q` GAL. ■ 24 P.A. _ " LTJ + BROOk BOX & PVC PIPE BY CIVIL 23 FOR MOWSTRIP LAYOUTo- _ I ExT►Wlz 11.30.200 36 BO O ■Lu Lt 1 SEE DETAIL J SHEET 3 ■� � ENGINEERING (TYP.) (N.LC.) 5 ,•, _ _ + __ -� + VINE ACING TY CAL y �A, 15 GAL. B. g ■W --- -- • VI E SPACING TYPICAL 1 U GNL - I ■Z _ i PRIVATE W LL & ILASTER L CATJONS 5'-0" 15'-0" 15'-0" 15'-0" '-0" 15'-0" 15'-0" 15'- 15'-0" 15'-0" ■ J + BY BUILDI DE .LC.) _ __ _ .•�, KEY: (TYPICAL FOR ALL SYM ■(� • I ,�;` : -,� ' `'f Coy f 11I.-_- L.F. D.V. E.P. D.V. L.F. w E.P. D.V. L.F. D.V. D.V. E.P. ■ 19 12 14 18 25 a;� 14 1 i 28 16 29 12 �' PLANT MATERIAL TYP ■2 S I I I I /_C G\ � X I t',��' .. �� �'O� Co9�,GTI 5 o t_ ■ A.H. C.G. P.T. -J!Q C.G. I 1 C.G. 23 { r •' QUANTITY °� N Y ■ 171 15 Q 31 Q �;� 9 I\L3j ( x Pµ�SE I L. r�X r• " �` - ,�• �, �+► Wit• . fl� LANv5ChP1=ARCO ITT55ru Z e `!"' = .�aR �. I � DETAIL • .;.. � , • 4 ,•. ,. � .. t. - b- � _ , � A - s" F► ,t, xx r �cJ 1? ( Y�1G QLYcO '#ZO I co" !"D� TR�aT►O C►. > C1fJ - _ ydv J Y - t H -� h' EET N M[�r[� S NUMBFR} •tr U Fl 'L Y 3yyX QQ f r —1 - yR f e_ r a*y , t y y • R` e - 'l I t � ! �/ � •94ri 2 1 �r tt ♦ J ' f< f as' Z-• x4,(^.='S`_, ,. II s.Ce � ... .__ '_� _I - .- �4 _ - -��.�-`. `�. _ ; _ _ - � v'� . , - I. r,:'; ® �1`�►'� ) I�I.,K To ASI�.NI-T�oNGtllr�ik� �,-�.-G� .�. P Pl�rc�T HkTt_RI�+L?FV.a7Y5f .Y . . x , x _ _ -A. - C.G. car DESCRIPTION OF REVISION DATE ET � 3 APP R. v s� D A.H. H.N. C.G. A.H. H.N. A•H. H.N. 5 A6 CITY OF RANCHO CUCAMONGA 20 180 A 12 24 130 ISI�°f� 18 434 75 6 `�0 SCgAE v 2 4 r� - ttls A��E� No �.oNc�E� P��T STREET � �t I,u�E�o4�' LANDS C CANTING PL�.�� o� r QA © MAST �jCM C SIDEWALK LAYOUT BY CIVIL ENGINEER (N.I.C.) P.C. A MEANDERING WALL P.B. -- P.C. C.O. C.O. F-F�ET� 8 1 3 OF 6 3 (ALIGN TRANSCEPT TY ) 3u�t NOTES: sr P TRACT 14380 PHASE 1 � 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF NOTE EGF C AL��� APPROVED BY _ C�� DATE !'15=moi SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVERp IIl1� QUANTITIES SHOWN ON THE CITY ENGINEER , % � � R.C.E. 24953 SPECIES. , ' � e 9 LEGEND ARE FOR ESTIINQ E 0 10 20 ao �`�•���`�� UESIGN 1= RE COMME NLA 1) - PURPOSES ONLY. MP 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT g QccGQ Tn cucF-T cryo of AAITlhjq AI/'ITCC� FINAL QUANTITIES OF PLANT ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPAGING. FIELD CONDITIONS MATERIALS INSTALLED SHALL DkAV� SK%E l 7. REFER TO SHEET 23WOR PLANTING DETAILS. ._ _,,. Q,. .� _ VL AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS REQUIRED. BE GOVERNED BY THE INDICATED TL ' 18 OF 23rd PLANT SPACING . - Y� �� � 8. REFER TO SHEET23PFOR CONSTRUCTION DETAILS. NORTH - - - 1, 9. CMECKEC� — U V;'I►�G NO 4. RAB DATE — FILE r40 ___ SFiLL I 4:52 OF 5rtt_ t I S De Norte Place - r T_ i 1 1 r T 7. - T [ I 4 5 't Artula DrNe overlook 3 ZI O T T ✓{ �E tf ✓GpU ^r o' z Las Br,S typ e e 9 Q�. BS COUrt-- ,p CE co u 68 PIQ o 67 7 �p „ / SCorro D""9 d6 NO L.ONGie p �bc FA7fr 4R 13 42 14 71 74 L-q— LL 62 ' 16 ,7 Carmel Knolls Dnve � � St 9p 72 47 O ebip ,e L of D v 39 52 r 59 19 35 { • L h -— l s. - '1 Lot t C re�O's I c Camb 55 z Deb,,s Bas,n Coun Z , Drive z2 �� ! X - r � _ �� f •B� /� 6 • � 1 � 2 t �•- 7' 26 25 2123 NORTH c _ an Street -- vHEET OF KEY MAP PLANTING LEGEND LK SYM. BOTANIC NAME COMMON NAME DUAN. SIZE REMARK/DETAIL � _ - TREES STRAK0117 TRUNK P.C. PINUS CANARIENSIS CANARY ISLAND PINE 15 15 GAL. .B. , ;0' O.C. 6" C NCRETE HE DE `- -- TYPICAL SECTION A ,�G' T E.M. EUCALYPTUS MACULATA N.C.N. S GAL. STRA0HI 1RU`NV 0.C- 3 PR ECT LIMIT LI E 4 —z �"`� (N•1 •S•� `� C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 4 15 GAL. STRAIGHC T25Rr A.H. — „� �_� .__ R' VicLONDON PLANE 128 P.A. z-: C P A PYRUS CA ERYAN OLIA �ADFORD PEAR TREE 36" BO STRAtGH STRAIGHT (O _ 'A' appmn P.B. QFORII 3 i5 GAL. B' 3 ' 20'0.C. uj ' '�� -�``" SHRUBS WITH 4" THICK MULCH COVER BENEATH �Ir E.P ELAEAGNUS PUNGENS SILVERBERRY 44 5 GAL. 6'-0" O.C. 'D' & 'E' • • - A.G. ABFLIA GRANDIFLORA GLOSSY ABEuA 8 S GAL. 5'-0' O.C. 'D' & 'E' D.V. DODONAEA VISCOSA HOPSEEO BUSH 46 S GAL, 5'-0' O.C. b' d, 'E' low A L.F. TEXAS RANGER 51 S GAL. 5'-0' O.C. 'D' 8 'E' - � 34 33 VINES P.T. PART Ht NOCISSUS BOSTON IVY 36 5 GAL 1 ' i RICUSPIOATA �A w • r 32 J GROUNDCOVER 31♦ A_H rOb RI * MONTEREY MANZANITA 361 5 GAL. 4'-0' O.C. 'G' - M4NN�RLY CARPI_I ---- - ,'CL.F. HC HYPERICUM CALYCINUM AARON'S BEARD FLAT 12. O.C. 'G'_ _ __ 30 HOR17ONTALIS C.G. CEANOTHUS GRISEUS* CARMEL CREEPER 33 5 GAL, 5'-0' O.C. 'G' r ------ -- ING • • ^ A H.L.HL MIXTURE EED LAWN SQ� O f11 SH Z }V� MIXTURE NOTE #11 SHEET 4 ■ H.N. 'HELIANTHEMUM - _ NL*MiULARIUM * SUNROSE 1•�1 1 GAL 2'-0'O.C. Q '.t>f 29 r B.P. 8AAK PEARS PILUL ARTS* COYOTE BUSH 28 5 GAL. 4'-0' O.C. G' ui TWIN ®w H.M. HYDROSEED MIX SO./FT. I" PL AN7ING TE 113 SLEET 4 cc Y PRI TE WALL & PILASTER LOCATIONS BROOK BOX & PVC PIPE BY CIVIL ■_ �Ilr APPLY 4" T NICK SHRE UDE U MULCH IN SHRUB BY UILDING DEPT. (N.I.C.) ENGINEERING (TYP.) (N.I.C.)—� VINE SP LNG T PICAL rut TREE LEGEND BEDS AND SELECTED GROUND COVER BEDS U H N r w AS NOTED. REFER TO NOTE #5, THIS SHEET. r� H.N. 501 0 rw SYMBOL SIZE TYPE 13 15'-O" 15'-O" 15'-0" 15'-0" ■Z P.T. w A 1 W ■J . �► 15 GAL. P.C. rL.F`N�36 D.V. X E.P. L.F. — A.G. E.P. I 1 i D.V. p X L.F. E.P. D.V. rU r 5 GAL. E.M. H.N. }�' , 12 rn < 20 15 8 11 ( 26 18 13 8 7 ~Q 293 - '�• . . . �• 15 GAL. C.O. •a] ♦ I I l ��, .-.. --� �;: � �� - -jr - -P +, -;. - � ..,���� ..�.'� - � �- � _/ y, r s s >.� f � �: [� ? -'1 ���� - � � � -.� -•�"-\' / -� �'E, - _'.'`I _ 1- } 2-. .- " } } J -♦ [ .y $ F Y d fir, - _ 1 $" 'S e r ter ; �1 " t n I 4� r�.• =a' k I �• FF Gx X l x ✓ j f l' r - . .._, F� _ K= _ % "xx '.K.y i _ r l `x T• r l S GAL. P.B. r r ( AA .t F tI r , I • I - , , I I I ,I • - I I , •I r • _ - y , - �I;,�,�•' ,-.,,,. ;� •;: "\.'\-;''.�'� - s,,,; - � KEY: (TYPICAL FOR ALL SYMBOLS) • . H.N. H. C.G. A.H. H.N. H.N. C.G. H.N. A.H. A.H. PLANT MATERIAL TYPE �G. H.N. A.H. C.G. 35 15 15 55 25 7 28 238 29 11 63 19 199 QUANTITY 24th STREET DETAIL SHEET NUMBER SIDEWALK LAYOUT BY CIVIL ENGINEER (N.I.C.) C O ��Q ``�t. ►1uMF40�.� S .C. rao_� `: rt SEE SHEET 20 UPI slgr �,��� DESCRIPTION OF REVISION DATE APPR. NOTES: NOTE E o - - 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. QUANTITIES SHOWN ON THE �0 ' �Rf� C I F RANCHO C U CA M O N GA LEGEND ARE FOR ESTIMATE �Q ���c�sF�n 9�, - 2' PURPOSES ONLY. ��� ao 2ao�, "��i m LANDSC E PLANTING PLAN _eH P17FINAL QUANTITIES OF PLANT � �, 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT MATERIALS INSTALLED SHALL R ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS BE GOVERNED BY THE INDICATED - AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS PLANT SPACING . s� 6�_ ' * WATT I N L A EMPIRE REQUIRED. TRACT 14380 RASE 1 4. REFER TO ITEM 7, PLANTING NOTES, SHEET 4, FOR ROOT BARRIER APPLICATIONS �1f v v'` l AND INFORMATION. APPROVED BY DATE 5. REFER O ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER Got�P.-E�Z1aNs oNI,Y CIN NGINEER C.E. 2as�3 SPECIES. REFER TO PLANTING LEGEND FOR GROUND COVER SPECIES TO - 0' 10' 20' 40' DESIGN RE _ ATE NL)E [� RECEIVE SHREDDED MULCH. - MP '�\� I- 6. REFER TO SHEET 4 FOR PLANTING NOTES. DRAWN S It E E S 00 THESE PLANS WERE ORIGINALLY PREPARED BY LAND PLAN 7. REFER TO SHEET 23 FOR PLANTING DETAILS. TL " ' ° coSTP1' CAOL 9 26 NORTH �. _CA 9"26 19 0F 23 DESIGN GROUP (6/30/91) AND UPDATED BY FORMA (3/25/93) 8. REFER TO SHEET 3 FOR CONSTRUCTION DETAILS. C is E C it E U "4" „0° RCE No $A DRAWING NO. 9. REFER TO SHEET 4 FOR CONSTRUCTION SPECIFICATIONS. /� . R A 8 OATIE FILE t40 's_3 L i i --Oel Norte Piece NOTES: Ali- 1. - - - - - --- --- - . s AI(unave pverlook QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF 1 : 3 + 7 2 SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER ��aysas co SPECIES. REFER TO PLANTING LEGEND FOR GROUND COVER SPECIES TO 10 RECEIVE SHREDDED MULCH. 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT Ste.prr0 Onve as � n t2 ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD COND4TIONS 6. REFER TO SHEET 4 FOR PLANTING NOTES. ., 43 42 4876 , 13C AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS 7. REFER TO SHEET 23 FOR PLANTING DETAILS- " , a J;1 49 6311611 s as 707475 15 16 REQUIRED. 8. REFER TO SHEET 3 FOR CONSTRUCTION DETAILS. J 41 so 73 17 9. REFER TO SHEET 4-FOR CONSTRUCTION SPECIFICATIONS. 4. REFER TO ITEM 7, PLANTING NOTES, SHEET 4, FOR ROOT BARRIER APPLICATIONS me G Carl x�ls °`� 47 40 S1 er n n is �� AND INFORMATION. `°' a " 50 1+ g° 53 35 20 � a Lot C Ce „ 3 54 ss 56 57 s+ c3 z, W Debr,s Basin Cart 34 32 Dave 22 1+ is m 17 116 1 15 14 13 12 " V 31 2s 26 21 Ia 25 ?• 23 NORTH A L sir d w1 1 34 33 32 1 31 30 KEY M A P Q I SLLr ■ W J 29 28 ■ ^ U C. Lp NO �—ONCiFF— /a"-- T- r-\T— SEE SHEET 19 N � AWN D ■ � T 24th REET ■ ° NOF ■ w Co 17 �.v— 118 19 20 21 _� -22 ■ W 1 Lu uj\ J - .KXx x k i( 1 fit' `h4 �` 1 Y!"_`. _ 'Xx, i •- ,r Yk kXr_ ;XX - ,' y^K• z . w ly x *X �x �� ■ U ■ �- H.C. B P• H.C. C.G. H.C. C.G. H.C. B.P. H.C. C.G. C.G. H.C. C.G. ■ 270 20 880 17 572 8 350 17 208 5 9 406 18 ■ TREE LEGEND PLANTING LEGEND P.B. 19 SYMBOL SIZE TYPE SYM. j BOTANIC NAME COMMON NAME DUAN. I SIZE REMARK/DETAIL TREES 15 GAL. P.C. PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. STRAIGHT Fa IC. 30. O.CK E.M. EUCALYPTUS MACULATA N.C.N. 5 GAL. STRAIGHT TRUNK ■ 5 GAL. E.M. B' C. C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. STRAIGHT TRUNK y, lT • 15 GAL, C.Q. P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE 8' BOX STRAIGHT TR NK Al jo. w" PYRUS CALLERYANA STRAIGHT . P.B. B BRADFORD' BRADFORD PEAR 33 15 GAL. 13, A .Q. 0' O.C. 36" BOX P.A. VIP -} 15 GAL. P B: SHRUBS WITH 4" THICK MULCH COVER BENEATH �c E.P. ELAEAGNUS PUNGENS SILVERBERRY 5 GAL, 6'-0' O.C. 'D' & 'E' -rO AGG•OnnAm I A.G. ABELIA GRANDIFLORA GLOSSY ABELIA 5 GAL. 5'-0' O.C. 'D' 6 KEY. (TYPICAL FOR ALL SYMBOLS) D.V. DODONAEA VISCOSA HOPSEED BUSH 5 GAL. 5'-0' O.C. 'D' d 'E' �T L.F. RVT r� TEXAS RANGER 5 GAL. 5'-0' O.C. 'D' b 'E' x. E�fs PLANT MATERIAL TYPE ■ _ f 7`• ■ ' �,,�1� p�-r-1-�� QUANTITY � -- VINES ■ f�►�(�r'1-4 it s) C� W USPIo _- US - - -- � P T PART NENOCISS BOSTON IVY 5 GAL. I ' ' 'f• ,� TRIC ATA 25 -� 23 Lot A i Q 27 26 z i _ w SECTION �- > � GROUNDCOVER / Q A.H. NOO i * MONTEREY MANZANITA 5 GAL. 4'-0' O.C. 'G' + N.T.S. AFS xx �RR1nF W tiri ---- - -- ^�` MONT RLY_-C" CV H.C. HYPERICUM CALYCINUM AARON'S BEARD 4146 FLAT 12' O.0 'G' N • C.G. CEANOTHUS GRISEUS* CARMEL CREEPER 71 5 GAL. 5'-0'O.C. 'G' HORIZONTALIS • HYDROSEED LAWN SEE PLANTING H.L. MIXTURE SOFT. NOTE #11 SHEET 4 W. H.N. HELNIIIMAARNM IANTHEMWI * StXJROSE 1 GAL 2'-0'O.C. r' > B.P. BACCHARIS PILULAM COYOTE BUSH 103 5 GAL. 4'-0' O.C. 'G' -- — — —__ ------- TWIN PEAK SEE SHEET 1 9 H.M. HYDROSEED MIX SO./FT. T 1 _ T SEE PLANTING Q0 w■ 24th STREET m * APPLY 4" T HICK SH111 DDE D MULCH IN SHRUB ) BEDS AND SELECTED GROUND COVER BEDS w: �0 AS NOTED. REFER TO NOTE #5, THIS SHEET. W■ 23 2}4 2{5 t 27 - _ ZLOT U _ < ,•xx, } DESCRIPT ON OF REVISION DATE APPR - C' e , �SDSCgp 9 , CIT OF RANCHO CUCAMONGA ■ �p ��O L-,t. HUJTF Fqq C; ���� 2g g.P. H.C. C.G. B.P. H.C. H.c. B.P. '� H.c. �;�`,�°`P� �G-�.`'= 1 LANDS PE PLANTING PLAN '� * OR ■ 13 595 14 24 300 175 29 390T' /��I nst _ & /dG ■ 7JI . Q ,NOTE; 9 fit a� WATT INL D EMPIRE P.B. QUANTITIES SHOWN ON THE �l4rF �Q1\Q Of GQ� Fv TRACT 1438 RASE 1 14 LEGEND ARE FOR ESTIMATE ' QF C»:.�� PURPOSES ONLY. © SIS ONLY APPROVED BY DATE �n j FINAL QUANTITIES OF PLANT CITY ENGINEER R.C.E. 24953 MATERIALS INSTALLED SHALL DESIGNCUt RSI iaC E Ij BE GOVERNED BY THE INDICATED PLANT SPACING. M.T.P. DRAWN 11Ii:M•ON �.�i[iR7i�R„!•alYi++,i••e1i w.+:.wrr S K f 11 T.H.L. a1O _1~x STF T, sLUt 100 4 TF-ESE PLANS WERE ORIC�VALLY PREPARED BY LAND PLAN NORTH .VO-1 CA 92978 2.0 Of 2 _. . 1.140-4700 DESIGN GROUP (6/30/91) AND UPDATED BY FORMA (3/25193) CHECKED R C E NO D KAW I H G NO. R.A.B. DATE FILE NO SE �E t_ i S ` . e / '�� J 1• QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. LOT D , •ARtn Dr+.+ Owurt , AC PAVI N Q FUTURE PLANTIN G % ' / 2. „� • • CIVIL FLhr�) I� W/DEVELOPN�ENT �, ' �� O F TRACT N' Q' 3. [,CAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT ,• J > /ONLY AREAS TO PE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS � « W 17'+ � GQ�' , % J / l /AND ksSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS y « .. ., a « •. �, +s A. O� / / ` \ , / / RES)UIRED. WALL SER f i P / i 4. KEFER TO ITEM 7, PLANTING NOTES, SHEET 4, FOR ROOT BARRIER APPLICATIONS �>' � « ., � „ '• FII CIVIL- ?LANs y �i �� AND INFORMATION. ' wee a . ., 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION O � `. « s. „• SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVE .. : :o SPECIES. REFER TO PLANTING LEGEND FOR GROUND COVER SPECIES T '� 's " 71 ]es, I (`O�� I a• t� r !/1 / �/i � � RECEIVE SHREDDED MULCH. � +• � co,, 33 o, , 22 301e ,e •s ,. 13 tz NORTH GIVI I- 'PLANSFENCING PER 6. REFER TO SHEET 4 FOR PLANTING NOTES. • 1/ i 7. REFER TO SHEET 23 FOR PLANTING DETAILS. ( i I I 8. REFER TO SHEET 3 FOR CONSTRUCTION DETAILS.•. I 4 I 9. REFER TO SHEET 4 FOR CONSTRUCTION SPECIFICATIONS. KEY M A P �. � •• I 1 1 I 1 i 1 PLANTING LEGEND . ••• , , , \\\ \ SYM BOTANIC NAME COMMON NAME DUAN. S12E REMARK/DETAIL ♦ NOTE . , �• •' � \\ \�\ \ � \ \ WALLS ANDFENCING FOR OFDE6RIS BASIN SHALL TREES . • ; \\ \\ \ MAINTAINED A5PARTLANDSCAPE P,C. PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL B}8 IC3 HTTRC.U MNK AINTENARNCE DISTRICT NO. 7 \ \ E.M. EUCALYPTUS MACULATA N.C.N. 16 5 GAL STRAIGHT TRUNK . • \ �\ \ C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 5 15 GAL STRAIGHT RIGHT TRU C . C>O ••• \\ \ \ \� \ \ \ P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE 8' BOX STRAIGHT TRUNK ` \ \ \ P.13, PYRUS CALLERYANA BRADFORD PEAR 15 GAL. STRAIGHT TRUNK, \ \ 'BRADFORD• 'B' d 'C' 20' O.C. SHRUBS WITH 4" THICK MULCH COVER BENEATH �. �9� �Q •' .�, \ \ \ \ \ \ \ \ \\ \ E.P. ELAEAGNUS PUNGENS SILVERBERRY 5 GAL 6-0' O.0 'D' d 'E' �, FUTURE'RLANTI(�IG A.G. ABELIA GRANDIFLORA GLOSSY ABELIA 5 GAL 5'-O' O.C- 'D' d 'E' • •• �c •• \ W/DEVENP�ENT� D.V. DODONAEA VISCOSA HOPSEED BUSH 5 GAL. S'-O' O.C. 'D' d 'E' �v •. \ \ \ \ \ OF TRACT 1 5,27 tEL UM •' \ \ \ \\ \ \ L.F. FR T N TEXAS RANGER 5 GAL 5'-0' O.C. 'D' d 'E' .�•• \ \ \\ \\ \\ \ IN, ' 8817 •� \ \ \ E.M. q� '• •• �� �\\ \ � \ \ \ \ -- VINES 7 �qT •• \ \\ \ \ \ \ \ \ P.T. PART HE NOCISSUS BOSTON IVY 5 GAL I • \ \ \ \ \ TRICUSPIDATA \ \ �♦ •• \ \ \ � \ \ \ � \ - GROUNDCOVER .� C.O. '• \\ \ \ \ \\ \ AN TTAPHYI OS •• \\ . A.H. NO I * MONTERFY MANZANITA 5 GAL. 4'-0' O C 'G' .. 5 •; \ \ \ \\ �I ON RLY__CARPEI - •: H.C. HYPERICUM CALYCINUM AARON'S BEARD FLAT 12' O.C- G' \ ��, C.G. CEANOTHUS GRISEUS CARMEL CREEPER 5 GAL. 5'-0' O.C. 'G' < T �. ••• \\ \ \ v \ HORIZONTALIS •• \ \ \ ' i IN \ H.L. HYDROSEED LAWN SOJFT SEE PLANTING • \ \ \ MIXTURE NOTE #11 $SET 4 .�� �• \ \" �'� ` ANIHEMUM H.N. a rAULAARUV * SUNROSE I GAL 2'-0' O.C. 'G' • 1 BACCHARIS PILULARIS B.P. TWIN PEAK * COYOTE BUSH5 GAL. 4'-0' O.C. G' .. AC PAVING • L _ , H.M. HYDROSEED MIX 34017 SO./FT. OETE 113 WG T -- DEBRI BASIN E.M. �' OTHERS I I i .� �` S'` (SEE CAVI L PLANS-) � * APPLY 4" 1 HICK SHRE UDE.U MULCH IN SHRUB 9 it r TREE LEGEND BEDS AND SELECTED GROUND COVER BEDS AS NOTED. REFER TO NOTE #5, THIS SHEET. SYMBOL SIZE TYPE � 1 ■ e' // // �// /// �► 15 GAL. P.C. ■ i / / / � O // - ■ / l Q /I ■ 5 GAL. E.M. 2 • �I I // / /FUTURE PLANTING 15 GAL. C.O. ■ / / ��/ / W/DEVELOPMENT CO■ • ! l j I / / I / OF TRACT 13527 P.A. ■ ■ � l I l i /// 36' BOX ■ / / / / � + 15 GAL. P.B. ■ l l l � �i/ I / NOTE: KEY. ■ � � / r V // / � (TYPICAL FOR ALL SYMBOLS) CV■ I e / '�> > QUANTITIES SHOWN ON THE N Z LEGEND ARE FOR ESTIMATE PLANT MATERIAL TYPE H—■ w w PURPOSES ONLY. _W a I lrl r ! FINAL QUANTITIES OF PLANT QUANTITY a v OJ / ! r / MATERIALS INSTALLED SHALL (n■ M , i'! lll/ r , BE GOVERNED BY THE INDICATED cc W■ AguJ Mp .—{ I i �1 PLANT SPACING . ch 1 ! ! TAIL DE 1 ■ 2ui I W SHEET NUMBER Z■ WALL PER D p —1 G VEL PLANS I !'+ a I ! DS w , k C r, �P _■ a o � — t I 1 o F ON AC PAVING 11 1 + 1�r 1 jr �o`� °, �- Q BY OTHERS I FENCE 1'P�R �'I n 1 ` I �,,, e ► '^ UT Y 2■ D MOWSTRIP H.M. ( D MOWSTRIP (SEE Civil- TtAws) I uvI RLaNs ; , •• a 1 -- DESCRIPTION OF REVISION DATE AppR, ■ GRADING 3 ■ BY OTHERS SEE CIVIL PL►aA-`u51..ti1\l- l► . . ` . I f I •••i • - CITY - . . .O. F.. R. .AN_. CHO CUCA.. -M. -.O. NG-A . J� /. --. '-tf�f` 1 I I I • • � I r'4J• �t+ w •. ' '• I I I E�FCA�1F -, t. _ LANDSCAPE PLANTING PLAN pX ALIGN WITH STR ET FACE OF PILASTER 1 + FOR y • r - DEBRIS BASIN ACCESS ROAD �i M ` REF=ER TO CIVIL ENGINEER PLANS WATT INLAND EMPIRE ■ ` M D 6 CONCRETE HEAD R , , ' \\ TRACT 14380 PHASE 1 ■ D TO FOLLOW EDGE OF PROPOSED ' �' •. �.DE I ASIN TEMPORARY ACCESS ROAD APPROVED BY DATE'�- -- — — — TY E 95 C C ! C U€5oGN -._ r cot.'►'! X;(, I, 0' 10' 20' 40' _ I 0 DPA.V.,N wNw".r0 cr•u�w�rr+.nr+v,ir••w+ r..�.r.r..n.K. f!¢ f I DEBRIS BASIN ACCESS ROAD THESE PLANS WERE ORIGINALLY I PREPARED BY LAPD PLAN 3100 a ^TOL sTrT-+ 1, cwk r>E foo VACANT NORTH � �"'�W a+, �'" 21 pf 23 CHIC E t 7f0"A4700 DESIGN GROUP (6/30/91) AND TED BY FORMA (3/25/93) p� R.0 E NO- DATE No. /v"�hC • DATE FILE NO S—L. bf it_t_ I J�5 ur '.5 1 JF ILC I J r�crr.ver•. NOTES: 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. 4� * • 49144 P� 44 � • t0 o �/ +, 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT I� n _ ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS « , n 42 « ., 7 /4 t, AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS v. ! 1 7s - +s REQUIRED. �' « .1 so 0 7+ 14 to a 17 4. REFER TO ITEM 7, PLANTING NOTES, SHEET 4, FOR ROOT BARRIER APPLICATIONS "^°"r Dr"'• .7 +•40 s' •, 7: AND INFORMATION. 4 La e• 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF ,• 53 20 SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVERMe «34 ?' . � SPECIES. REFER TO PLANTING LEGEND FOR GROUND COVER SPECIES TO . l amS6 '° 57 w 1O1 c D1Drie Sefin covi 33,e �• n to WS J ,4 " Dr" 32 RECEIVE SHREDDED MULCH. 1130 0 n 27 n » M NORTH. � A 6. REFER TO SHEET 4 FOR PLANTING NOTES. �. _ -_ _ � 7. REFER TO SHEET 23 FOR PLANTING DETAILS. . 24th si,ee, 8. REFER TO SHEET 3 FOR CONSTRUCTION DETAILS. KEY M A P 9. REFER TO SHEET 4'FOR CONSTRUCTION SPECIFICATIONS. �. CHAIN LINK FENCE (PER GIIJIL- PLANS) PLANTING LEGEND Ac,G pA�vlPl451' SYM. BOTANIC NAME COMMON NAME OUAN SIZE REMARK/DETAIL il' - '� TREES cl .0 . P.C. PINUS CANARIENSIS CANARY ISLAND PINE 15 GAl STRAIGHT TRUNK • TM \� / ' r✓'N II E.M. EUCALYPTUS MACULATA N.C.N. 6 5 GAL STRAIGHT TRUNK B` d 'C'_..20' O.C.- T C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL STRAIGHT TRUNK H.M. �S',a � �- . � i�s� '. -- 25� • 74 P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE 8' BOXI STRAIGHT TRUNK r `' t . \y PYRU CALL YANA STRAIGHT TAUNY P.B. 'BRADFORD' BRADFORD PEAR 15 G . 8' d 'C' 20' » THICK MULCH COVER BENEATH IVAJ::7*�--> �:I N;�. � 0 � SHRUBS WITH 4 � E.M. - 6 OL ( S { r— E.P. ELAEAGNUS PUNGENS SILVERBERRY 5 GAL 6'-0' 0 C D' d 'E' 1 �J `l ---- — -- -- - -- -- I t3 ^t A.G. ABELIA GRANDIFLORA GLOSSY ASELW 5 GAL 5'-0' O C D' d 'E' D.V. DODONAEA VISCOSA HOPSEED BUSH 5 GAL 5'-0' O.0 'D' 8 'E' L.F. TEXAS RANGER 5 GAL 5'-0' O.C. 'p' d 'E' lk �o s� SECTION A t VINES � (N.T.S.) P.T. �"' FIA/ 1 � l BOSTON IVY 5 GAL I ' TRICUSPIDATA CHAIN LINK FEN[-IF (PER CIVILpLANS K__� GROUNDCOVER * .• \ A.H. rip T Ri AF't1YL - * MONTEREY MANZANITA 5 GAL. 4'-0' O C 'G' MONM IF Y-QARI+'LL_— --- — - - - --- H.C. HYPERICUM CALYCINUM AARON'S BEARD FLAT 12' O.C. 'G' �• C.G. GRISEUS* CARMEL CREEPER 5 GAL 5'-0' O-C. G' HORIZONTALIS LIS H.L. HYDROSEED LAWN SOJFT SEE PLANTING MIXTURE NOTE #11 SHEET 4 . ' \ H.N. L FTMUM SUNFTOS£ I GAL. 7-W O.C. Nt1MMt1L ARIUM * .G, BACCHARIS PILEILARIS . y B.P. T WIN PEAK * COY= 5 GAL. 4'-0' O.C. 'G' • _ i — 10 H.M. HYDROSEED MIX 15269 SO./FTSEE PLANTING. NOTE #13 SHEET 4 —:; APPLY 4" THICK SHREDDED MULCH IN SHRUB ■ I ' � � 3'� = TREE LE BEDS AND SELECTED GROUND COVER BEDS ■ ` �, AS NOTED. REFER TO NOTE #5, THIS SHEET. IZ . ■ . , • _ DEBRIS BASIN ci LEGEND 1 I � � IoM 101 1�=i VQR SYMBOL SIZE TYPE H.M. ■ ¢� Q 15 GAL. P.C. ■ 813 ■ ■ 5 GAL. E.M. ■ N SECTION B , 6" CONCRETE HEADER ■ F— -� 5 GAL. C.O. PROJECT LIMIT LINE : `W 36" BOX P.A. UJI �j'Uc�,o �Jd1.l. t 1t + 15 GAL. P.B. • _ ■ w PER CIVIL PLANS lw - a /H. ■ w K_ (TYPICAL FOR ALL SYMBOLS) OONCRETE SPILLWAY, (N:I:C')-' p H.M. ■ J • 44 ■ = PLANT MATERIAL TYPE AL Y �"� ■ �' ■ Q G t'AV I NSF - , ■ 1RI� QUANTITY . W ALL PER ■ S �• jlt GIVI L PLANS • S E E.1'IOTE 5}}T.f0.21 LL • `l — - 1 DETAIL 0; ■ D MOWSTRIP • 1 GRADtN6 ■ 3 _ ISI ~ SHEET NUMBER • ' BY OTHERS (SEE CIVIL PLANS) ■ ZSI ZI J wwwwwwwiitwwww iw .w .s.,a".�. ,. - _ ?-017o 23 OR a ■ w�- OJ X ■ DESCRIPTION OF REVISION DATE CI1 y < ■ SECTION �W�. ■ C CITY OF RANCHO CUCAMONGA N (N.T.S.) ---- ■ � : m LANDSCAPE PLANTING PLAN 90° `AND S Cqp f, .. . _ • �.-. •_.,__ __-._. ...:._ - ''- . .__ • FAL � U E k� .; .;: e� �t K M q� FOREND ' ■ NOTE: ,�� �cy� WATT INLAND EMPIRE CURB F c �� D 6" CONCRETE HEADER ■ - QUANTITIES SHOWN ON THE "u TRACT 14380 PHASE 1 3 PROJECT LIMIT LINE ■ # 9nur• # � LEGEND ARE FOR ESTIMATE PURPOSES ONLY, u=16 DEBRIS BASIN CCESS ROAD FINAL QUANTITIES OF PLANT sl APPROVED BY DATE : s- A 9r CITY ENGINEER R.C.E. 24953 " ■ MATERIALS INSTALLED SHALL EOF t;at�Fo . . ____. .._.. _ VACANT BE GOVERNED BY THE INDICATED 01 t0, m 40' D[S-KAIrk COVIlf Is.`s. } PLANT SPACING . �. I _ . Di A'w N ire. •ew...v.tte •en.r+.». +w,.e..+ 5 I TFESE PLANS WERE ORIGNALLY PREPARED BY LAND PLAN " �E 100 NORTH -CX�'A M�"•".CA 92a?6 22 pF 23 714154fk-4700 DESIGN GROUP (6/30/91) AND UPDATED BY FORMA (3/25/93) CKE � R.0 E No Drt,0V'= KG Mcg. GATE FILE NO S'L Uf- �tiLL I c- �CSES � �R�T �E� N PLANTING LEGEND NOTES: ++++ REMOVE NURSERY STAKES 2. STAKES E O BE PLUMB AND U 3. STAKE 'REE PERPENDICULAR SYM. I BOTANIC NAME COMP'ION NAME DUAN. SIZE REMARK/DETAIL TYING PLAN S P\�GI l �/ TO PREVAILING WIND —-- J � � �/ LACE FERTILIZER TABS cJ O�' �� MANUF. RECOMMENDATI IN PLANT CON P J PLANTING FOROR 0 OB -•�"ION TREES 1 PURPOSES. _ 1- 1 NEW RUBBER HOSE OVER WIRE * -OP T1E TO BE PLACED AS LOW A7 POINT OF CONNECTION. AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD A-LOW FOR WIND FLEXING OF THE TREE OF TREE WHERE SPECIES GROWTH STRAIGHT'C' TRUNK ' HABIT PERMITS. W E P.C. PINUS CANARIENSIS CANARY ISLAND PINE 77 15 GAL. 'B' d 'C` 30' O.C. 20/6 STRANDED GALV. BJT NOT SO LOW a$ TO LOSE SUPPORT STRAIGHT TRUNK WIRE GUYS SPACED OR ALLOW THE HEAD TO DROP. � MAIN TRUNK EQUALLY AROUND TREE - ,� TOP TIE TO BE PLACED As ��\� E.M. EUCALYPTUS MACULATA N.C.N. 22 5 GAL• I'� COVER WITH 3/4' DIA. X 3' * (2) SETS OF CINCH TIES S Q���� ' ' 'v` 20' O. w LOW AS POSSIBLE ON THE CLASS 200 WHITE PVC PIPE. IL $PACED 24- APART ATTACH WITH TRUNK TO ALLOW FOR WIND TOP OF _ AKES BELOW > 1 FLEXING OF THE TREE. BUT ��EE WHERE GALVANZED SCREWS TO 8- NOT SO LOIN AS TO LOSE H t "ARBOR GARP- OR EQUAL IN s `r„� LODGE POLES. SUPPORT OR ALLOW W SP E GROWTH HABIT PERMITS. C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 34 15 GOAL. STRAIGHT2R f�K `/ . 5- GALVANIZED TURNBUCKLE � URF AREAS. 17' MAXIMUM ---�-�'-� THE HEAD TO DROP �� i In 'RUNK (TYP -d* L- QY_ (2) SETS OF CINCH TIES SPACED 247 TIGHTLY COMPACTED 3- BERM L mss•` APART, ATTACH WITH GALVANIZED P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE ' STRAIGHT RUNK TURF TO FORM WATERING BASIN FOR SCREWS TO 8' LODGE POLES 24 6 BOX , , , / RESIDENTIAL AND GROUND COVER INSTALLATIONS. 12- MAXI 2- DIA. LODGE POLE PINE STAKES PYRUS CALLERYANA S1 HAIGHT T RUNK SLOPE CONDITIONS WITH woo0 PRESERVATIVE STAIN, P g , BRADFORD PEAR 39 15 GAL. , / 4' THICK COARSE GRIND WOOD DRIVE A MINIMUM OF 6- INTO B & C 20 O.C. (ORIGINAL GRADE) j JN - TIGHTLY COMPACTED i BRADFORD V FIBER MULCH IN PLANTER. TO FORM WATERING UNDISTURBED SOIL AND POSITION OCATED OUTSIDE OF STAKES OUTSIDE ROOT BALL. _ T FRONT YARDS RDS IN TURF AREAS AND -- ROOT ggLL NATIVE BACKFILL WITH II,'LTIGHTLY COMPACTED 3- BERM TO FORM NO ROCKS GREATER ^ 5' OR LESS WATERING BASIN FOR RESIDENTIAL AND PEOUIRES ROOT PRIER GROUND COVER INSTALLATIONS. LOCATE THAN3' DIAMETER I{1'; _ _ ROOT BALLOUTSIDE OF PLANT PIT. BERMS IN TURF NATIVE BACKFILL WITH yDwOOD D N PER PLANT PR TO 9E (2) 'I AREAS TO BE REMOVED PRIOR TO CITY NO ROCKS GREATER - - - 3' DEPTH VE ACCEPTANCEIRAN 3- DIAMETER. I1r- i - _ DETAIL THIS SHE, TIMES THE WIDTH OFBACKFIL r 1 - 1 THE ROOT BALL _- �, '- �ii-' „ - 1!- I b - - FERTILIZER TABS PER. FERTILIZER TABS PER —I I I_ i I=1 F I I i (- I I =I I = PLANT PIT TO BE 2 MANUF. RECOMMENDATIONS MANUF. RECOMMENDATIONS. ,�� T.MES THE WIDTH OF ROOT BALL. IN PLANT CONTAINER PRIOFI r I i- - _/ TO PLANTING POR OBER- =1 _ I i r=1 I f-,: I _ '�`� _ _ _ _, _ - No. a WASHED GRAVEL JNDISTURBED NATIVE SOIL NATION PURPOSES. UNDISTURBED NATIVE $OIL. I —I I i—Iii III III I`i=III 1 1 l=1 I I `I It A\ 2-X f 1 III=-1 I I—�!-1 , I—I I t'I I1 r- l ,I ; REDWOOD 2-X 4'X 18- I i l ; ROOT BALL (=1 I I -I i= �1 OREP ROOT CONTROL APPROVED EQUAL. �RRtER NOTES: STAKES (2) REDWOOD _-I I1='I 1-III i�'I I I_ „r / 1 - __ \\ - NATIVE BACKFILL WITH NO INSTALL GUYS HAND TAUT TO Lf NOTES: LSU \ I j� - ~ ROCKS GREATER THAN 3' DIA PREVENT pEFORMATtON OF LIMBS. -_ __-_- _ = U I k- 'z,�i \�� PLACE Fill TABS IN BOX l-` -� -_ PRIOR TO PLANTING FOR 1. REMOVE NURSERY STAKES STANDARD PLAN - �� �,6-� $TANDA LAN PLAN OBSEPVA'ION DUPP^SES. - _ _ STANDARD L t8' 2. STAKES TO BE PLUMB AND PARALLEL. L 1 -LI--s- _ - 503 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND -1`,.�L_ - -!I= NATIVE SOIL UNDISTURBED DEADM_AN DETAIL 4. PLACE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER 505 TWICE ROOT BALL WIDTH 502 SHEET I OF 1 PRIOR TO PLANTING. FOR OBSERVATION PURPOSES. SHEET 1 OF I SHEET t OF 1 TREE GUYING DETAIL (N.T.S.) rA T CAL TREE STAKING (N.T.S.) TYPICAL TREE STAKING / ROOT BARRIE N.T.s. UG SHRUBS * APPLY 4' THICK SHREDDED MULCH BE NE ATH All. SHEZUEiS. ( ) RFFER TO ITEM 9, PLANTING NOTES, SHFET 4. E.P. ELAEAGNUS PUNGENS SILVERSERRY d 22 192 5 GAL. 6'-0' O.C. 'D' d 'E' R A.G. ABELIA GRANr%FLORA GLOSSY ABELIA 91 5 GAL. 5'-0. O.C. 'D' d STORM DRAIN/UNDERGROUND — � ` UTILITIES 5 5''O' SEE NOTE 3 ^ O L t UM TEXAS RA � � 5 S'-0' Rtil ESCE N� MIN. ! Vj p= [1tETrS V��E-i'A NIC fT UL`f '4'35 56 1- �'-p��aC• P� E NATIVE BACKFILL O ROCKS SIDEWALK r TIGHTLY COMPACTED S BERM TO FORM / GREATER THAN 3- AMETER. Z i UTILITY / DEPRESSED WATERING BASIN. ORIGINAL GRADE (\ .� =i o ` I 1 s L Q s(� S&LVIA &F,94611 Se.L-VIA Z78 5�•L. +'-�, QL• � MULCH.OARSE GRIND SHREDDED _I - v PLACE TABERM FORMLY COMPACTED RING Eg�S N. ~ - -- - ---- M / -i -- [CURB AND GUTTER- ME LR 10' S'IT - �_- � f�5• NTH •NTh CRUZ I-70 SCOL- [K• DIE I _ * MIN. . MIN.' � I _ I ROOT BALL i-i I I L-! I-I _ PLANT PR ROOT BALL - l I I - —I II I ' !I-I I--III; I -r WIDTH OF TH Ill (2) )BALL$ THE I- - - �— SIDEWALK r\�•�z Y_ PLANT PIT TO BE (2) TIMES THE I—III i III 171 I -- y I _ J _ —-- = I WIDTH OF THE ROOT BALL. -I I—I I _ I FH � "• S.L. r- -t p - _' I=-I I I= FERTILIZER TABS PER UF. 1 DRIVE APPROACH I o \ A� ` _ r III==1 I I ECOM ENDA O S. - _-_ - - - - _ I -�_ R M TI N �r FERTILIZER TABS PER MANUF. +- CURB AND GU"ER RECOMMENDATIONS. 1 i MIN. MIN r�SN. M-IN� UNDISTURBED NATIVE SOIL �c ^^ VINES NATIVE BACKFILL WITH NO LUNDERGROUND .-- \ ROCKS GREATER THAN r STRUCTURE e9. PART HE NOCISSUS DIAMETER. CATCH BASIN P.T. BOSTON IVY 174 5 GAL. TRANSFORMER VAULT. TRICUSPIDATA �- UNDISTURBED NATIVE SOIL NOTES: Q LINT LE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES: 1Q G U N DSO V 1` Of 00' BALL. DO NOT CRACK ROOT BALL NOTES: ACE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE CONTAINER PRIOR TO PLANTING, FOR OBSERVATION PURPOSES. 2, ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT OF ROOT BALL DO NOT CRACK ROOT BALL JUNI—1 Ill `�N JO�e 2. ?LACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PLANT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. UV�G-Ivy q95 5C0•L. 6'-0 0,�, `C�• CONTAINER PRIOR TO PLANTING FOR OBSER`dAT1oN PURPOSES. STANDAl PLAN 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS T L •1^'S: sTANDA" PLAN TWO PARKWAY TREES AT ALL APPROACHES TO BE PLACED BEH! D SIDEWALK. ST r AN B• Povcc tf^gi S �C t41rNhIIAL I rj6&L• 5-0"D.l 'U" 506 4. MAINTAN 5 FEET FROM CENTER OF STREET TO EDGE OF AI L U ERGROUND C �' SHEET l is 1 509 'FACILITIES. 1 (N.T.S.) SHEET I OF I SHE 1 �-i/ L �1 4T/.V�r1 tvbrgT m �t J,DwAsz �"1n� 74Z I �L. 4roll0.l �G TYPICAL SHRUB PLANTING ON LEVEL GRADE TYPICAL SHRUB PLANTING ON SLOPE (N.T.s.) STREET EE PLACEMENT CITY GROUNDCOVER 1.011111 r L� � , * MONT E NITA �� 5 GAL W-0' O.C. 'G' o HYPE F �. CIN`UM AARO .: FLAT 12' O.C. 'G' " A'°�•� c S GRISEUS ARR! _ ONE HALF OF SPACING e OF COMPACTED COARSE GRIND .(� r//��Q * C R J 5 GAL. 5'0 O.C. G WOOD FIBER MULCH, 71-MI 8 HORI?U��l LIMIT OF PLANTER AREA REQUIREMENT HARDSCAPING/ CONCRETE —.. L E HEADER r FINISH GRADE at �—VIN (SEL _HIN ��� H.L. ��L3' •} Lj ��� � SE 1 PLAN71P�Ci Ill 2 317 SQJFT. --�.� -- i X — • .t' v 4,�_ (BO TON IVY) Lim _ _ Ip 1 .SFEION T 4 `x- I 1r . • ^W 3s_� * SUN!)1071 1 i GAL. G, xlln!` - � NUF •UL_AFt+�1 0 O.C. / j I —7 •• ' - _ - '� B.P. BACCHP.FiISrF'il uLA►SIS * COYOTE BUSH 267 5 GAL. 4'-0' O. �.:� � `x--k I . I . , • ,rs � . � ,�.� TWIN PEAK C. l- loop,(W3' � � H.M. HYDROSEED MIX 49,286 SO./FT. CANTING NOTE / / N L _ CRO OF ROOT BA L � 13 SHEET 4 o/ G ' r►a' TO 1/2' A90VE ,T ='-' 'I, �'' APPLY 4' THICK SHREDDED FI N I M GRADE (� SHOVEL CUT EDGE COMPACTED MULCH IN SELECTED GROUND I^1�1.L' DESCWTION Of REVISION DATE =�ua�, NATIVE solL COVER BEDS AS INDICATED. ArFR. 4' H H WATER BASIN REFER TO ITEM 9, PLANTING • j`. NOTES, SHEET 4, FOR CORREC CITY OF RANCHO CUCAMONGA FINI H GRADE %DSCgAll METHOD OF APPLICATION. NOTE: :„ 'f , . t ��eo `G�t. KUA{E4o4/S.�yi ALL SHRUBS .D GROUND COVER TO BE PLANTED AT EQUAL NOTES: _ I N X PLANTING DETAILS AND LEGEND SPACING 'T ,NGULAR) UNLESS OTHERWISE INDICATED ON y W L �� CLANS: _EGEND FOR SPACING REQUIREMENTS 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL it ( C� �� �/,�.tp�pPF iQL1}ITFc.TUQE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. I V 2. WHF .ANTED ADJACENT TO WALLS, WALKS, CURBS OR 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND •�� IIS _ - NINC� SI _IMITAT ONS, ALL SHRUBS AND GROUND 'GIVER INTO EDGES AT GROUND COVER AREAS. A' � BAC FILL MIX S' �' 317? P1�Y�U v1�10 Qel+o'kle�� IL L BE PLANTED AT ONE-HALF THE DESIGNATED SPACING �-- — 'J•- 'P ,f• �� * <. Jl)1cn1 (fcASTTtl�to LA. ' =CM SUCH .WITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. $ •- • • .• • P -Z�-13 ` 75 TRACT 14330 PHASE 1 SPACING REOLIIREMENTS SHALL GOVERN THE FINAL QUANTITIES 4. PACE NO MULCH rTHIN A � RADIUS OF THE CROWN OF A WOODY PLANTER. 'I UND1 TURNED GRA OF PLANT MATERIALS. 01-ANT QUANTITIES INDICATE,, ON THE �'4•j p` �fJlq�- °5-070(. _EGEND ARE EST'MATES ONLY. APPROVED BY _ DATE *-•-�-_�j 2 x ROOT BALL �� / PFT' 4 RjL CITY ENClHEER R.C.E. 24953 STANDARD PLAN OIAktETER . C el' }!'P AND - .... .-_._ . ..,_._,__ __..a.-..� STANDARD PLAN UE�!�•N 5 NOTE: QUANYITIES SHOWN ON THE LEGEND ARE FOR >T1MATE PURPOSES (ONL � ( � MP - ���-- 11 512 FINAL QUANTITIES OF PLANT MATERIALS INST LLED SHALL BE UPDATED � A (=5/93) `� Swgr, i SHEET OF I SET I � ' GOVERNED BY THE INDICATED PLANT SPACIN Q TL �•� � ��°- �• -.. .. � �: 23 of 23 TYPICAL GROUNDCOVER PLANTING � TYPICAL VINE / ESPALIER PLANTI �G (N.T.S.) � LA��x�T�� �Y cel « '' __ Df,f Ill �,. (N.T.S.) � TY _ E . RAB OAT rill ►40 S L- 2 (/�' ���� ,) I✓1 GAL'( 17160 WIRE SECU?.E- ^�--- a_V,._ SVRS_a. 5:•K �/-\,- ' ^ i�\�� FETA.<pAv[ii �,a� J ^, V,NE TO WIRS WITH NURSCR+MI V'S TAPE \ / 1 f I `GO )1 ,,� i� `�i- :,IF .'- Ave /y ;� E /'t (--'S /, \ J cl•._ 'R=E P19.+r AnICJUR / `'\ \ / \ V / D Pail .:AG ii � v J / \/ L-1_�/ I S A _-rI I \J � . � i•w0 PLAN 5 vL / j i OF COMPACTED WOOD CHIP I I' i R.. - -' f' /\ l " / ✓/ _ I, ` /p MULCH F ( `J » \, / v v TOP Or STAKES BELOW HEAD RING (CONCRETE HEADER, ' ' � �� 1 \, - • 1 ?c AS rK rD Bi Puc[D As Low HARDscA - - - - - /) \/ w RUBBER HOSE OVER WIRE AS POSS'IAE DN illi TRUNK i0 OF TREE WHERE SPECIES GAOWTM r FINISH GRADE 1 �•v .r PN.1 Or CO•INECI,D, ALLOW IOq wLO .5 INC OF rHi PARC HAdlt PERu11S ONE HALF OF SPACING CURB h GUTTER, SIDEWALK. ETC) -_-- �J' ` - q- DR NOT 50 LO.AS TO LOSE SUPPORT ...� /L� _ r,�� LIMIT OF PLANTER AREA REOUIREM£NTOA A..Ow * EAD f0 DROP MAN TRUNK_V / I EOU SDE R CABLE S>ACiD 1i PG, ;I-- :. EOVAILv ARGVNO TACE - ��(TI I TIGHTLY COMPAciEO Y BER4 70 IOR47"" TO —I ;i+'e ��/� CIVER w!t«� c I I SPACED 7i P•RT Ar.ACH WITH vDE SSEO w,LiCRwG BASw � -- � • :a'nG ON ill_ t„ rAr; /' DAA % J' x I (7) SE 15 OI CPIKH tIES DRC v i DI'OF 5 S BE;C. A `� `' I r I •,I )��' l//_ CUSS 700 HITE PVC POE - 1 / (r TOP OF R3073ALL TO '�-- GAIv,N'7E0 SCREWS 10 J' TOP OF ROOTBALt TO EXTEND r SC Wr. AS // HEW D% TAE WHER; �� / 'W Or ROOrBALI 70 wC00 CHIP MULCH \ / P;IR• I'-- rT [ADiS E%TEND 7 A3:.+_ ! 1000E PDL:S v ABS rINKH GRADE C-1 A L. S GRDW'•. 'Aillr >[RM I$ r:NISH LAAO: / �+' EXTLND 7' ABOYE DRK.INAL GRADE ( - • - I I I 1 - - I D/A PER STD. IOtC :WISH GRADE NAENE BAT HAN WITH KO ADCKS T-- `wl ! �1 - �• -' N I - _W TO 3�' I I - uAA TRUn< ! -ARBOR GRD D?CCLIA/ IN .7- MA•IUUN�� l 1 I URF AAiA$ Y DA LDDC[ DOE PING SIA<E5 GREATER TM\ 3 DAu[1EA \ / ^.r-- / (n sets a ;wr" T.5 v Ae[a :.' :MA.due<.: >)- I �T-/ NTO -- ,, - - - ( � SARI Ar ACH wr.. G+_vu,VEl TO> Or AO.;r3A.: TO 07-r.o wtt« WOOD PRCSiwaN_ SUIn I • f� . . -I 11�r-Wl J BEAU iIGHItY COuPAC iiO W \ " /\ �/ :Y I= I - _ __ -_ __ _ _ _ '1 I r -' r,CHT Y COMPACTED 3 BERN I\> �' DRI URDEO SOIL A\71DOS'rION I wS 1O C .30Gi TOLES I ArlOvr F ,',RADE - 1- r 7 / 1 ,LH _VR. "O:DRY GARTER NL ISA51n :pA PUDe 10 FDRu WAIER'NG GASP+ 1 _ IZ 1 '- ,- - _ II „ -- - JIA IDOL: IOD >'n- S:AKES Ai51DENtlr� Ano CROu.N,^, I I $LAKES Ou-SIDE RDOT3AL'. I _ I- 1 - I ( I I_ _ � - :I- 1 __I I \ 1 I �'- wx >R R Al vt 5,I•. coYER 1NrA U IoNs oA:a.a GRADE - = T-: . . .�- -- I ✓ \ I ]' BEAU iK;HTR CO.-ACIE0 _ 11-_ III- ,\ /\ I,- �.I �Ir -i�..-,•r.+swt�•�-•+F_-_ I 1 �� R�swR=r SoI°..c Po>;o, t - WOOD CHIP -_ �w PucE To IL M»A ERINc =:T 1__ -i i =i i ,I _ _ ` ` - - - - - \ I VVLCH In PLANTER BASIN LOCATED OUTS DE OF - -11 -- III= I -III- + 6 % B• CDNCRE TE VINE COLLARS R ;tAtEi Ou'S..E ROOT DA_i rl-'l - il: 1-I I J L -III=_ - Pc _ ,- III II- O/ SHOVEL CUT EDGE COMPACT'LO - EY[BOITS �ON FUTURE u5E\ \ I. S ( �jUMT �-! !- - _ NATIVE SOIL \� 1 IN iU4= ACAS ONiY AA3DR GUAM I•. ,UR. AREAS AND _ II_I - =\ - - ��,, FRG" YAR-- /� - - -- 'I-_: ROpT BALI S III -111 - / �\ /\ %\\ ' Wall ANGLE ESACK •O ill IRUNK. OFrY,11,, ^ tv'-t%YK.. _ __ -- -t 1 __ .I - _ ROOT BALL / 11/vW N°r P3D1,1A. '0 Tal,\J 7 I - 1--- _ --- -1 - - _ _ _ -- `_C�JA-'moi l�___- _--`_-' VINE u,l RE VOS� STAKE wl:ilf / / - C-___ _-__> r 111 ._sem - II-_ 1-1__ _ -IIF- -111_ I- ( :III _ _ _ __ 1 '_ - - / I' -- ` 1q\ f. -�__r I _ - C_ --�- -PLAriT PIT -�9E 1) EPEE$ THE - - .I_.'I N , {f \ I \._ rlNl$-1 CR �$ECUPING JNE 10 WIRES .P• Ir /. ••"COK-:-LD I -¢RV O .C',Ru i' -( J`. I AT,. BACK:IEE 'a :I __� I' 1-II1_li- ! - WIDTH OF THE ROOT BALL _ 11---1. II-1 III-III_ __I -III ( ) •• Pnc 3,5.;:0:, a..: I _ \r > _ i" D RD.Ks DR A i�« ��11:' _ =III III-i__ - - - I - Ili- w TH V TH R-OO; av s i«E I _�_ - I[, - - R.:E? TO STA`•DARD DPAweSG --,::��� CRT,` CO'r R'SSL-LAI,.N> Lbl,� ` - -.I• ' 1400 3-- I�• :I ":'r ..A\ 3- O,Av-?R�!-. 1 Irl 11 I,L: I'-Ili= -I,J I III=11!_111 -111- :III-111_-_111 _! 1=1 -_III-� i-III- i0i, TOR 7i.c.WlG RE OV',PEIxEY.75 :D- C ,:1Y . ,,_ C/ j''. ^ r,l ���'; I -I Raol a LL I ill-!I 11=1! CIII- !I-' =111_1 III -_ - ELEVATION I I Ems �� I_ I r I_I 1 1= I L__ I.1 1 /' a`.c -3 R_4_Y_7 >a3R 'J : j �/II C�I_K\�T/f x n,_i_1 �.- > r0 3E ;7) 1=11 i1 �I( __I1t- -ill-III _III-III-II'=1�'I i (I_III i1=I III-i l-! -III= Nota I js' MIN. _-/�1 1 ' PA\_ /,. R _ I,.= I!=II -_'I r_.� M=s '"E wDT D ill- r'�A` � ,III- II=III III-III=III_II!-1 II_I =III _II -!II-111_111 -III=III-III N RRIDR ro PURCHASE/PUCESIENT OF THE MULCH, THE CONiRAcTOR SHALL . _ -TELL / «` ADO; BALL -ill i1.-! - -:III-1 !I - (_Ill-ill= I V I I \�/ ,•AN O."_ - _.i_, I'' 11-1'I 111_ _ „ :111-III=III=-111=III=il'I 11=III- O E SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL -_-_- I NOTES: I I: ..-7 DL'=K3111 EA?7•.ANC HDR u NAIA! BAC K:1Ll WITH NO 1 ___.,t,.L`.:..__._.,._.r.- ._/i_ -__. - _ --. '- _'I -_I,I_'I,,.=, - -' I- I' l= _ All SHRUBS AND GROUND COVER TO BE PUNTED AT EQUAL S _ _ t. RAa roll cuRLFEo BIoEWAIx sMiL K xTWEa Boo•AND 1000'. _ �n>•"•'-� --I- :_'IC.I I I..-- - _ I !A7 0•$):DIAL $+TEEN .III-!' :i - II=III-III I _ !=:I� ROCKS GAEATrR IRAN 3- O - -IT- 1-._._--_-_ _ % ,/�//i _ , T _ �_, '_iI t'- -: OR L- I -'''- I'=1�-III-II1=111•_111'.-';I_'l l.- DIAMETER $ ACING (i RIANGUUR) UNLESS OTHERWISE INDICATED ON 2 MULCH UNDER TREE$ AND SHRUBS AS DIRE,-TED ON THE PUN$ AND BLEND ,� ` ` R L \ 1 _ - -- ... _.r_z- 1I II !_, _ PLANS SEE LEGEND FOR SPACING REOUIREMENTS INTO cDGES AT GROUND COVER AREAS I � �wA, 2. Kl RAD( SMALL BE STAGGERED. ,;is ' !, " 1/ /,/ /\� - '--- - 'I li- I! 1-I I- I_ =! 1_ 1 -UNDISi UR3i0 wiN: SOIL ` r _ 1 \\ r'' %�, i;�: •r:S v.J'.. FGD- '�.• l - - ' = 1- -Ili= 1-111-III-' _ VHp$rURBEO MAINE SOIL 1 r 3 MOISTEN MULCH AGER IN$iALli`iION TO ASSIST IN COMPACTION TION �/ ]. SIDEWALK EASEMENT REQUIRED FOR SIDEWALK THAT EXTENDS BEYOND PROPCRTI•LBIE. �.-' ///7'- 1= _ I'_ 2 LVHER� PLANTED ADJACENT TO WALLS. WALKS. CURBS OR 6 . B CONCRETE VINE COItlJrS '�` r�''•/,' �/ ; \\:'- - �\„> ,, ,- ._ _/ I U\D S•�>,[p n.•„i $O- -11 1 _ I '- SIMILAR LIMITATIONS. ALL S!/RUBS AND GROUND COV£rT , PLA--,- �� IN TJRr AREAS ONLv I a, BEDS STOPS S/IAIl BE A MMMl1Y OF 70•W LENGTH. SIDEIA'ALK SMALL A �.i / Q' 3A_ 1/ / /;' _ ' I-111- I!-_II III_ - In':-; r'X` M:l'_�1 1'/(THIN A 6 RADIUS Di TME CROWN' OF A W0.7D` PLAN-,I \1 \ \ '� �\ $HaLI DE PLANTED AT ONE-HALF THE DESIGNATED SPACING /. A / \/' DA'r.:i. w ! 1= - 1-!I_ A':G'_E iRUr.K Di NNE BASK TO wwll MBwWM Of {' N waist ADJACENT TD CURB. Ii`%' \j -\"-'- �' '`3 I MDT[$ NOTES FROM SUCH LIMITS SLE LEGEND FOR SPACING REOUIREIYENTS AND REMOVE STA,'E WHILE SECUPINC v (1 / /\. RD:,• C A -HAI 3 D. I I-111=i -111=I I I UNTANGLE MANED ROOTS BY 100SEN1NC KL ROOT$Ai EDGE - S. SIDEWALK SHALL BE 3.0' AWAY FROM CURB FACE EXCEPT AT CURB RETURNS AND BUS STOPS. / .u: _.L� a rl:•,I 1.L c(' - - I UNTMOLc MATTED ROOF$BT LODSEMNb ALL ApOTS AT EDGE c VINE iG YAP.CS >. - -, r.OT:S 0. 4DOT BALL DO NOT CRA,^,K A001 BALL 3 SPACING REOUIREM-NTS SHALL GOVERN THE FINAL OUANTITI£S ,, - __ _ i.- '.RTES Or NOG- BA_L DO NOi CRACK ROD: BREL •. SIDEWALK LAYOUT ON PLANS K CONCEPTUAL ONLY.APPROVAL OF THE FINAL SIDEWALK LAYOUT .NStALL GUTS A,.D TWT TO OF PUN MATERIALS PUNT OUANTITIES INDICATED ON THE PLAN VIEW - - _ -..ITE -1- - _ `_' PR�Lrn- DC:ORM I'O\ OF LIMBS I RE40'.E •'..RSERY START$ LEGEND ARE ESTIMATES ONLY SwLLL 6E MADE IN THE FIELD AND ADJL7STED AS NECESSARY TO MEET FIELD COHDITIOWs AS APPROVED BY THE PUBLIC WORKS •f6PECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. --L L-- .-T, y 'IL 7 S7ArE5 '0 9E RLUV3 Ar.O PARALLEL 7. THE SIOIWAIK SwKI BE M THE NORMAL 2i PLANE MEASURED FROM TO►OF CURB, _ _ - i . WIRE 5•�'-1 B' :uM>iD 0? _- --....-- _ - � L-�_t... �:_.... CRIUP.D Np: Tw STED J 5-AK"_ 'K"_ PER>ir101CVUR t0 PR[vNLINC MND _ _ _-.-1 TOO VIEW -_ _.--_ __ --.__---- -- ---_ __--- - i I I UNLESS OTHERWISE NOTED ON PUNS - --------- ----,- CI I'Y OF RANCHO CUCAMONGA, CALIFORNIA I Ci.1'Y OF RANCHO CUCAMONGA, CALIFORNIA CiTY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA1y CUCAMONGA, CALIFORNIA � ' CITY OF RANCHO CUCAMONGA, CALIFORNIA ---- - -- ---- --- -- - --------- -- CALIFORNIA\IA I CITY 0}' RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO DOUBLE S1':1I�ED 1'IZE;I? '•"�-° '• T 5„MORAL h.c =>�D.'E. 1• i S,AY]AAD h,N Vi0 IT I Siwp,4D hA, 'aOvEp). -- -- -_T_ A A A, A T TREE GUYING DETAIL I 1. S:.ND.>D hw '°aOvf D S, S wt1ARD h A.. �✓PfOKS S, _ S7YrS•RS PUN DOUBLE STAKED TREE ON SLOPE( CON'TAIN'ER PLANTING I ����Ll SI-IRU13 AND GROUND COVER T'•"°"'°•" 'RDVEC T s1w0.RD hw •^% 'tD I'. NON-ADHERING VINE v' .'.Ir' 5 GAL - 211•' RON -)52 / ^ 505 a�1 506 CONT,',( PLA\TING ON SLOPE MULCH INSTALLATION o CURVILINEAR SIDEWALK �,r.,.. . __ _ _ _ __ _____I- _--- ,�1t& -;Y.1 36 BOX OR LARGER - i 503 �y�t�// jy- R 1 , � . ,,, k��i[Q� I 507 \,•( ,zl 7 SPACING J08 � 509 /r ' 611E ATTACHMENT DETAIL 513 114 "I w .,.•.D••]S•.0•[•1 D,S•D•.'_I.4 Ill C4,SIA;C 19c -- - --_-_'- - --- - _ _.^,.. .^.....,,n, I - _ _ - - --- -- - w�IW T*l ra`USUC WMp WNPR1rCTON nrP T1wD•RJ S•['„ICA,q,S PDR.uILK wpRrS[OHS'U:ID UA'. us( »TH Sl•UARD S[C C.TroPS IDR PUBLIC wDRYS CO,S1RUCrroN __ �t , S. - '•. v5' I^_-: " i"-E _ _ __.-,.T....-.r ..A r V­r 51Ruclro - ! .11;w.1..sr w•I.RC S.r111l nws IW.uhle WRNS CWS'1l"O, NTT=' USC.rt TK STA'rD•.0 S.ECP FCl1S(OR.UhIC WR.S CO«STIIVCI,pr� [f r N Cit,(�;NCCI TE 1� 7TA••D•RO fPCO.K. Be"1 v 1 r K III l Millift 11111' jj�� 7f nI I V /k - KI ---- -0 SP.2NKL_R ANGLE PIPE •D 'RD -a -•'30--L 'ORP -24 -__--__ _ _.____._. - -_._. _--- -- __ ?EVEN,ER <' SPECIFIED DEPTH WITH <5' Ells 7i �s1 %R PEDES A, STAND ALONE CONTROLLER WITH ANTENNA ASSLNO_� 6 b_ p ' Y N 1 S SCM <0 PVC MALE ADAPTOR R NIPPLE _ TYPICAL < 9 " SC.•0 PK 'O" N -, I < P m < SCH BO PVC UNION -SNAP-TITS WATERPROOF [-=-T ELECTRIC METER PER SC[ ANT t ANTENNA PORT �� • ( ) LACES X \41"11 PLASTIC VALVE BOX • W E>OKY :PLCO LOCATED STORM ORAIN/UNDERGROUND I Z CONNECTOR$ OR EQUAL i ROUND FUSTIC VALVE BOX t COVER ETCHED'PRESSURE RCCUUTOIr• < BRASS OR PVC NIP; OUTSIDE OF BOK X31 I I P 11 wINTf S COVER ETCHED IRRIGATION GATS (CARSON OR EQUAL) V, Z ELECTRIC CONTROL VALVE L---1 F.,-Ing COAXIAL CABLE TI INS ALLATION/L OCAT1ok UTILITIES BCR Z / WO Q X C7 ; ROTE. PER CITY AND CALSENSE BLI, ( - I I C (CARSON OR EQUAL) FINISH GRADE u FUSTIC VALVE BO% I r- -- 2 ti n m S ENCLOSURE TO K ND[D PER gEPRi SEkl AT1VE 1 U - MARKED IRRIGATION RC%r LOCAL CODE UIOURO ROD t0 BE r- CALSENSE CONTROLLER NIPPLE - TFINISH GRADE ( ) CARSON OR ECUAL c INSTALLED INSIDE E«CEOSLME ON MODEL NO PER PLANS _ < :, _ �j CONTROLLER SIDEI ( SNAP TICE WATERPROOF t• S �_ l-Ill -III I u o AND VALVE SEOUENCOILER _ I AR-D CONNECTOR OR EQUAL I i 6• THICK % Ij WIDE r _ -_ I dIACK \ I / \ __ _- / CONCRETE PA (LENGTH VARIES 'ill=ll - 111-111' Z --I L PER SIZE/MANUFACTURER �- - - = =III- 1-fil_ - V IF6 MIN FINISH GRADE FINISH O �� CALSf NSE HAANES$ r DIG 1M EXPANSION 91755 WYE STRAINER ) i-I m IRRIGATION CONTROLLER LOOP IM1N 7a LONGI WrtH 60 MESH -!m SLOPE TO DRAIN AT MINIMUM - I--1 170 VOLT CUP EX -► I I 11=III=11 III=III: 'I-II 11=' I< r-s X 3-6 X R cONCR[r I` II MIN. - 2R I I GRADE m I MONEL SCREEN' -III=' I- t VAIVC - 1 1/j' OR $L1ALlfR WITH =IIIc' III=) III-I -- (\-\-\- II I I roonNc INSTALL A wN1MVM OF OUTLET IGC CTI - - - - Pl AS:,(; VA:vE -OX C AR SON C.-1 -� WATER A.L I JNIOV FINISH GRAD: '1-_III-III STAINLE54 STEEL HANQLC III-I -Ill 1=_I' • \ EOVALI w'i•, P Ar-' WTI-RAF- WIRE Cokvf;ALL III-III-1 IIIE111= I=I III= 1 r ABOVE caAOE AND SLOPE TOP - PRESSURE RELUAT - - --I TO DAA\ AT .4Nwu D 7X CONrROSIER LAW UTILITY L C _L _D A$DER _ >< -, �'rz I PVC $ECFV_ [4lIENT WEDGE - 7- OR LARGER w:TH _ I _ -MIN I i ) 1 TERMINAL _ _ SIDEWALK OA j I i SIDEWALK �'.�__� ATCH J _''J=III 1=111-' III- ^I III_II -Illi \ �� _ slzE AriAc« IARIwTgN 2_ REOUIRcO .OR AT var 2- OY RATING Nut i 1_, MOISTURE �r� POL S.L. -G:;KIA'G L'U PLACE A( G4AOi ,A I Of'All 570` I, _ - '=111-11 EPO%Y COATED IIiC l =III 111: Z -111 I 10 SENSOR I' 11=11. .. •1 I �1 REMOTE DIG:All MFG J r.a= AREA$ A.\0 ] Ad.7VE I•. \ T '•' y _- PIP[ THRJUGH 3 I- �, _ __ -I I. �.I�1 I -__ PER PLANS -CANT 3:C - ='1' ' I' II COk,, T: ).z z =ill 11=III= ILL- I-I =d -- u _;] WHERE - - _I I _II J PIPE To•AEKFLOW o -' !-. = I it III-III-� 1_ = I I Q I _ -y-T _ s =11!=Til =III=1 VALVE 1=111 III: III I `I I- - X _ [� _1; -�I„' �--- -' PA 1 F CRVUIRED - - ! f� FIELD WIArS I J - i= I- NI��LE _ r a1CAL I!Cl l ie� I I= ?E F III- r 3 1=1:. _� f l - I!-I I - 1' _III-11 eo4MoN wPe[/CDNtROI WN(Es W U To _q >'G TAIL E%PANSION 1 !1= I'_ -1I-; I L_ m _ LTER --!! 1 _OOP (MIN ra ,DMC1 s' ,,, PAGES - =111-111 I I-I 11=111 111 I lr 3 I I(_ PIG TAL EXPANSION L_ `'llt-Ii II -II'-III- 3- SC«<0 PVC CONDUIT I IT- 3 Of WHIT= z. - 1,I FROM WATER SOURCE l'll LII-I I--=1i!-I 1=-I 11-ILL= --__ 1= =1. I 1 : - Q \METc�'n '• ICOMT. ,: I- - L -ll L _ .4 fl LOOP (MIN 2i Lokc) 1.. M CURB AND GUTTER 10' S W rll $CH eo PVC STALE =111 L11 III=1 ow 2 J - - - '\• 3lI:C• 1 .� =ill-] CLIA 9O: COMPACTION - II=- nGADTOR lCil-1' 3• - 3 I1=III= _ Z I r , .' ~- 11 r L� BRA$$ ANGLE 120 VOLT WIRE IN RIGID STEEL I� MIN. MIN. \ ' I - FLow Iii I-� IhI ` YII- BREVE w CONDUIT (PER Loco cooE) 90 SWEEP Eu * \ u= Ia P -I Ti-i'i 1 1� IF O'JIRED _111=III CIII- 11 11=.Lr s li=ill=li, /UNION D. POWER SIDE (TYR) 31C \ W1REs -I'I-- r '•-I II-'.1= i=III= 7 11=III= -11=III=1'I-,1I I1�1=ill=III-II y 3 f X111 . \ L a L:__�_ / I'-1 �I I1-I 11- --1 I l-I I1 L J -l i l--Ill- 1 } =i I 3/< WASHED RE,,) -,:7771F.-�` II lq'• .11.1 ,_!;y - .II_ -' ------T- ro ENCLOSURE MOUNT I I Nil CON-ROL �� %•Llli ��. _� 11=III=1L^o, ao l=_III=111 1=lo'III. '- ACS VAL vi ;•I =: •• - =III=1I- >DII!=II1= IIP �I - CRUSHED AGGREGATE r-----1.411 � . •III- U- E_LIKE TO $YSiE:!S CIIICL _I . _ 7=1.A.... e0 H"Aw M1 W \ i AL- I:-n:- -1--I 1-!II II I . s.P DU Ea1HEA - RESISTANT p„ I ���- T-I-Ill e;^ _i=11. _ ':'p•P Tf.•-1' '�'III-III- ! I 'T1 0"010 ELECTRIC 5-n17Ct TDR SECURITY , NOTES J•:'.°.•.' . LC- -Ill-III I_Ii ._= LIGHT CONTROL AS REDUIRED DER %LG,V M=_•E:+ �COVCRETE THRUST BLOCK �LL3OY! 1 o L.111=1 ""��•' -• C� (�8��,�'�r•, ? iYDICAC < PLACES 7: I _ - -111 I.,�_• I.- (-III=III I-III -! -111-i1 _I / JGH BO PVG NIfPLC hM.s r{19 LVF�1" 1 INSTALL CONTROLLER PER MFG PRINTED IN$TAVCTION$ AND PER LOCAL /-7\ O'A M: _R SAM_! �R,G:O PIP•?AN D�REU SON"IDARDS SHALL B-c AER ( ) - II ,'11i IIJ > -s Ili Ill _III-Ili=! I. • • -I 11=Ill-lll- CA-A CCD:S LOCATION TO Bi APPROVED 1N FIELD BY THE CITY NSPECTOR - - - - - - _ S'7e +s no`Y I • ...-,. - - - CONTROL k COMMON WIRES I �-_� a•+*•LO {� W . - �ti, III=1 PRIOR TO CONSTRUCTION - �� �� CwD 317_ _ _1. II=IIF -- __-=-_-_ eOl)1.lCito SIDEWALK ��Z L D'.uf•fR SAMr SrE ^UCAMONGA COUNTY Y/ATER DISTRICT STANDARDS _II-I ,..• •all -- 3/i WASHED CRUSHED __--__ - _ _-___-__ ______ c- _ _ _-__ - .'ALSEN$E CONTROLLER MODEL Ifo 51 C..< -' 7 CONTROL WORE Sc OVENC[ TO CORRESPOND TO THE PIAN'$ DESIGN J CONS 1 - II 11-111 -- --- ------ I , / III -- PEA PLAN$ I 1I AS REOV'a[D $EOUENCE OF PEMOTE CONTROL VALVES 1 NO7-5 - - - III-.I.-III-I Ri TER i0 CONTROLLER -- DER PUN$ INSIAI L PEP LORAL CODES I'-.'i=III=1 - - wsu[uTION STD QFH DRIVE S.L. r 1 \O9 M I V 1 IL ( J RUN ONE EXTRA MAIN (COLOR ORANGE( TO FARTHEST ACV ON EACH MIFIr4l1.1 DISTANCE OOY/N$TgFAM O: r }/C WASHED CRUSHED ~-1. { 1 BRANCH O: TME MAINLINE Wf FOR FUTURE USE PIGTAIL EACH ORANGE -0 I APPROACH J0 �/ Q Z OUIP%-7NT TO BE INSTALLED AT A MINIMUM OF 2i FROM. ANY UNI',,4L l PIPE ISX DIAU-TER BRASS NIPPLE-'J I WIRE AT THE EN:,I OSURi SiRJCTJRES OR ruLROSGr?LNG AGGREGATE BASE FINISH _ M YOMM - CONTROLLER I D: :-Ovr 4E TER $LIE: Wr'.EN SNIT IS NEXT TO :` ST RUCi U.R£ (IE WALL, BUILDING. ETC) NOTES _ SCH <0 PVC SXSXT iE.- r GRADE • - -� COMMUNICATION CCWOLPT a COMMON WINE TO BE WHITE AND CONTROL WIRE 70 Be REG W COL(Hr -- M.NIu'JM O.STA`.CE UPSiRiA•J OA s MOUN- TEST COCKS ON OPEN OR NON-STRUCTURE SIDE NOTES i. INSTALL CONTROL VALVE$ A MIN. OF 12 FROM STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE 1 SO- <0 CONDLHT CURB AND CUTER t PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. r FOR SCCVPItt LIGHT NIIN j' AS RC OUIRCD PER r j. INSTALL VALVES IN PUNT BEDS WHERE EVER POSS19LE NEXT TO SIDEWALKS NOTES _ II I.( - PUN SPECS 5 NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 'JNNT[DRJDTEO PIPE ,fOx DIAMi T[Tl < ORIEN: 'jN:T PARALLEL TO STREET 2 INSTALL CONTROL VALVES A MIN. OF 12 FROM STRUCTURES OR HARDSCAPING MRINC O' F1'JW Mi-- SIZE( 3 PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HAROSCAPING i INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPING ,2'x h h 1 CONTROL VALVESL 5� S' l O' l O' 5 SCREEN LNIT IFI S-IRUBS wHENEVEP POSSIBLE 3 IN$iA'-'- `/RENES IN PUNT BEDS WHERE EVER POSSIBLE NEXT TD SIDEWALKSF. < PUCE AGGREGATE PRIOR i0 INSTALLATION OF VALVE BOX 2 INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS * IN, I MIN. e PLACE VA-.VE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING MIN. MIN. 5 DUl£TIC FITTINGS ARE RE OL:RE0 FOR CONVECTIONS 0= PRIOR TD INSTALLATION OF VALVE BOX 5 ATTACH PUSTiC ID£NTIF 1CAilON TAG vITH APPROPRIATE CONTROLLER AND } PUCE VALVE BOX AT RIGHT ANGLES TO STHUCiURES OR HARDSCAPING sc. <O CONDU'T -III 1 6 ANT I ANTENNA PORT TO BE CONNECTfO TO DIGITAL TRUNK RADIO DISvILAR METALS 5 PLACE AGGREGATE VALVE NUMBER - - • :DA PNON[ MODE4 "I-1 {^I-_� 111 rOTgjl AND BE OPERABLE 7'J THE CITY YARDS CENTRAL COMPUTER 6 ATTACH MESAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND < PUCE AGGREGATE PRIOR TC INSiALUTION OF VALVE BOX TOOK-u> T- L� c- --III SYSTEM DRIOR ro AccEDukcl UNDERGROUND 7 val_v= DER $TD 518 REDUIRED BEFORE BACKFL I PREVENEER .� J 1I.' L� -1 II I_-IIIIli--i Or VALVE NUV3ER 5 ATTACH PLASTIC IDE N7IFICATION TAG WITH APPROPRIATE CONSRO'_LER AND �-'_^ _lll -111_I STRUCTURE ECJ• Y/HErI VAI\LINE Is S OR URGER -- - ----- - I ALL ELECTRICAL DEVICES SHALL •f GROUNDED PER LOCAL CODE _ _ y:.Uc NUN9ER �- - �^- � � CATCH BASIN CITY_ OF RANCI-10 CUCAMONGA, CALIFORNIA CITY_ OF RANTCi]0 CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CLIC:IMONGA, CALIFORNIA TRANSFORMER VAULT. "V" " T ""E T REDUCED PRESSURE :'•""°hw .ii 11 VALVE 1""°"°PL'" SI-0.00.Lw . 10a ED 3. - - sr.HD.R3 hw Rp�E] L-- -- _ CITY OF RANCHO CUCAAIOI\GA, CALIFORNIA • Srw D•Rp..AN FCO{{' \PETER INSTALLATION � "Y`° IY REA}OTE CONTKOL VAL\%E WITH CO\TROLLER E\CLOSURE S1wYRD hw .PROVED�, '6�51 T slwC•RChwI •,c//hw°r!�! 51G ,I� � V� ,�;, BACKFLO1V PREVENTER _ J17 ! - 3" or smaller 518 PRESSURE REGULATOR VALVEI� CONTROLLER ASSEMBLY- - - .« 519 , 1 S}iUT-OFF VALVE & LiN10N 52C k/pd� - TYPE Ti 523 INSTALLATION - TYPE A I' 524 NOTES: - ,i':. vsl wlr,sr.No•aD s•ttYK.lrows rw.wEK wRKs casuucllD, _ us: s,•'.E.]v.unc.ao,s ro+,w.:wc.rs cD,zv.cr,pN _ - vs(»,IH z1.»DEAD s.lcrK ro s w rw.Ic WORKS coslRvnro" _ -- - - - y. --- r.� l '�L-' swECi 1 M1 -. %-- • �'Y_' •--r 1 D" �!DATE US[w11«S1.w0,R9 S.[CrEK.TroNS r0A.u•LK WORKS COPS iRUC,Kri I a - - -> _.-" J I •- S(II I b •_ •y�-�-- fM _ VSr wl,«S1•NO•RD S[C rI,•rro,T TDR ruI,1C WORTS CONS1RUClro, SH__1 I D" I Q ,-'' "•�- Us( w'iH S1,NJ•RD S.[C'r I[•rroYS t0+rul,K wDR[s CO«S:RVCr•p+ 7 35_ -- - - ---- - - -- ---- - -- ------------ ----- -i732- --- ----------- ------- ----- - ----------- 7£9$1__ ----- ---------- ------ -_-r�»-_ - --- -------- - ---- ---- ----- --- ------- ---`,95�_------------ -. ---------------- --- ---- 1-c:T .01 : iyt a 0.T_I us( wall s1..D..D v(:rK.,'0,T rw.w:K walls cws•.0:rKi. I s.«::' s 1 p PLANS APPROVED BY THE CITY ENGINEER . , . - - - ---_ ss� ____-' �k 1. TREE SPACING SHALL CONFORM I C.03 MDRIM CO•a ESTW rulT Sroi �> CASE 1 SID[W.LK 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT HI-DOP SHRUB HEAD BODY SET TO -" CRITERIA AS APPROVED BY TRAFFIC ENGINEER. ,/< A,90VE FINISH GRADE \� ' _ FINISH GRADr 'SNAP-TITS" wATERPITOOF \' ' 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1St RAIN BIRD 33 DNP WITH PURPLE CONNECTOR OR EOUAL PARKWAY TREE AT A MIN. OF 25- FROM BCR OR ECR. HAROSCAPINC(SEE NOTE.4) RUBBER CAP - SUPPLY ONE KEY r` II PER 12 OCV'S INCLUDING HOSE 1 WIRE SERVICE LOOP LOOP U ,!a[ Ccow,E[ .- SWIVELS STRUCTURE OR �- - - - - - ENOUGH WIRE TO EXTEND WIRE �E'~""C0°7`S'0"- 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND .' °'-•�' HARDSCAPING BUNDLE 6 ABOVE GRADE) CASE Z hoc•rt PEA PIAN) Y w SR B[PTH Ar " = I=1 1=111 t-1 1=111-_ s rote FACILITIES. IN ADDITION MAINTAIN 10'' FROM CENTER. OF TREE TO ALL UTILITY • r FINISH GRADE - INSTALL RJ _ EOGC W CORE _ ~ III-I III-I I1=1 CONCRETE HEADER - 1/7- RADIus 111-III-III I1=1II=II T- SPLICE BOX COVER WITH LOBREso-.E OWNED WATER & SEWER LATERAL LINES. I i l l l l 11 I L I I 1l i 1111 I - I ___ IN _ _ ___ _ __ _ _ _ EXPOSED EDGES AND FINISH PER PLAN PUNTER BED ONLY 1I,- "1 I -1 I III-III -III I=I I I-III 1 IN LAWN CRSTALL A) GRADE LEVEL AT $WALE n I TB MAXIMUM III-III-III III LOCKING TOP ETCHED 5.6 ' 1 I=1 I I- III=III L �'- -1 2 .1I1=111= I1=11.1 �' 111-1 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. z Z -I I I I 1-I I' 6 OR B FINISH :.RADE -L • .• � Z AT GRADE IN LAWN AREAS _-CdKRi KCI' h =III I- _ _ _ ' ' II�II(III =I1 t111 'I_III=III- 0 6 STREET ENGINEERING SDIVISION. SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 7F -I ] IN PLANTER BEGS W' -T i I _1-1 11' EE Nor` f �I d I I=i I 1=1 I I 111--ill-1 DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS MASTERCRAFT HOMES STERICRAFT HOMES 400 N . TUSTIN AVENUE SUITE 290 SANTA ANA, CALIFORNIA 92705 WILSON AVENUE TRACT 14380 (714) 565-0100 FAX (714) 565-0700 LANDSCAPE MAINTENANCE DISTRICT NO , 7 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L- 1 TITLE SHEET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-2 CONSTRUCTION PLAN - WILSON AVE 2 �\ 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKER'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY I \,' DAMAGE INSURANCE AS REQUIRED BY LAW _ _ L-3 IRRIGATION PLAN WILSON AVE 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT ,\\ 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-4 IRRIGATION DETAILS W T L SCJN A�/E 6 AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL ---1 \`\� RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. r.' � )t' 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-5 TREE PLANTING PLAN - WILSON AVE HAVE BEEN APPROVED BY THE CITY ENGINEER.Ly L-b SHRUB PLANTING PLAN - WILSON AVE 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT SUMMIT �1 VENUE ' L-7 PLANTING DETAILS 1 �_____ ._..__..._- WIDE FLAT AREA AT THE TOE OF SLOPE 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT / ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE SAID MAINTENANCE SHALL L-U PASEO - ALTURA & NORTH OVERLOOK DRIVE /� CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE ✓ ^v\ E / OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-9 IRRIGATION & PLANTING SPECIFICATIONS \ _�':!,~''- GRADE. FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP MAINTENANCE ALSO INCLUDES ALL REPAIRS. REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER L- 10 /j COVERAGE. REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L- 10 LIGHTING DETAILS 10- APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P C.A. RECOMMENDATION. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. L- 11 LIGHTING POLE FOOTING DETAIL 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE x 6" DEEP CONCRETE HEADERS L- 12 WALL & PILASTER DETAILS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE x 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN. IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE A. FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14 PUBL.CLPLANTMAINTAINED ACCORDANCE W TH CITY STAND RD PLANS. FOLLOWING CRITERIA CONSULTANTS • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. s ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CIVIL ENGINEER LANDSCAPE ARCHITECTS VALLEY CONSULTANTS LANTEX 129 CABRILLO SUITE 206 31726 RANCHO VIEJO ROAD SUITE 206 ���NDSCgp� LANDSCAPE QUANTITIES COSTA MESA. CA. 92626 SAN JUAN CAPISTRANO, CA 92675 �Q,\GHARO10 (949)650-5430 FAX (949)650-2095 (949)248-1993 FAX(949)493-0706 ' 403 LANDSCAPE MAINTENANCE AREA WILSON AVE. m TRACT 14381 PASEO T()l Al. SHRUBAREA 19,495 SF 471_%r TOTAL SHRUBS 3467 cn TOTAL COBBLE 12.01 SF 14c4 q Dat a�P TOTAL T SIDEWALK 4,932 SF 13% OF CA1.�F�P TOTAL 2' SIDEWALK 2,416 SF 6clr c .� s TOTAL AI.I, AREAS 37.745 SF 1110% TOTAL CITY 1\1AINTAINF,D ACRES 0.8665 Las&4"Co.«r )�j :• Iwo COCA 76 " PASEO TO CENTEX TOTALS FOR WILSON/CENTF.X O 0 Q ti,r n17 s, .s .: " as ,e T01 AI, SIIRI-B :'AREA 48411 SF 53<< 11 S1 „ 47�� f V" 40 's TOTAL. SHRUBS 203 3670 V •. � p �,'• TOTAI, COBBLE IX II SF 21%', 1 ��u SF 34�;c c,,,,,•, x„oa o,;,., � ,� � n � " TOTAI. 9' SIDE«'ALK 24(x1 SF 26<< 61132 SF 13(%r � CITY s �,, C� DESCRIPTION OF REVISION DATE APPROVED: TOTAL ALL AREAS 91_0 SF 10(11'( 3616 SF 6 � A 965 SF 10014 � / TOTAL CITY )MAINTAINED ACRES 0.2094 46, 10-4 r CITY OF RANCHO C U CA M 0 N GA 1.11704 ACRES O•sr,t i.�,w Car► » Or"+ z: ,• ,. i� ,• ,� . ,� ,� „ " NORTH 3 —.dam # WILSON AVE. TREES -�1 MASTERCRAFT HOMES 25 - 15 GALLON CERCIS OCCIDENTALIS REDBUD \ ` �'` '"'� WILSON AVENUE TRACT 14380 WILSON AVE INTS 7 - 15 GALLON PINUS CANARIENSIS CANARY ISLAND PINE U �l 2 - 36" BOX MULTI PLATANUS RACEMOSA CALIFORNIA SYCAMORE / LANDSCAPE MAINTENANCE DISTRICT 41 - 15 GALLON LAGERSTROEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE TITLE SHEET PASEO TREES NOTIFY CHARLES POLING OF M.W.D. TWO DAYS PRIOR APPROVED BY: DATE: LANDSCAPE MAINTENANCE AREA TO THE START OF WORK. 909-780-1511 EXT. 2764 CITY ENGINEER RCE: 249 3 5 - 15 GALLON LAGERSTROEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE TRACT 14380 7 - 15 GALLON LIQUIDAMBAR S. 'FESTIVAL' SWEET GUM DESIGN PLAN PREPARED 8 RECO Fk ED � AN "I X 3'.726 RAN,&AO VIEJO RCA: �k 'L 206 DRAWN SAN JUANCAPISTRNO. A y2675 SHEET (949) 248- 1993 rAX (949) 493-0706 L— 1 of. 12 QUANTITIES OF SHRUBS SHOWN ON THE LEGEND ARE FOR ESTIMATING PURPOSES ONLY. FINAL QUANTITES FOR CHECKED RCE. No DRAWING NO PLANT MATERIAL INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIREMENT. B.H. DATE FILE No 11435-L PROJECT SHEET NO . �-�__OF_ 2-_ PASEO ova/ izi P r - .- - - - I 7 ' A v.Awe p.rRxr S• • I • RIVER WASH GRANITE COBBLE STONE 5'f MASONRY BLOCK WALL & PILASTER(TYP.) (D.- ft » et -2 REFER TO SITE IMP. PLANS FOR MASTER- N „ CRAFT HOMES,TRACT 12659 ,BY LANTEX. TT ITT / SEE RETAINING WALL DETAL SHEET 6 PCC Mow CURB PER CITY STD. 534 , � P � � U ., �••. M» P O EXISTING cDISON VAULT COBBLESTONE HARDSCAPF pay y L Q f '• Li IJ1 !,T , i 1 b r 1 V MTN s� � � c�.,b 11 ,•„ s.1 u w .r ., it , ' [.,C O•,.n•A+.n Can v Orwe u .• .. � Ir •. IT . T ,t , F " 3* NORTH 3, a 12,,. N.T.S. O -� 3� ' EXISTING KEY MAP WILSON AVE > + N 34 33 32 31 30 29 CURB OR WALK 24" - -- ° SEE SHEET L-3 FOR IRRIGATION PLANS (.Li ' SEE SHEETS L- 5 AND L-6 FOR PLANTING PLANS U COBBLE STONE NARDSCAPE i - END CONDITION 542A _ - - - _ - ° -� _�� ° _ - lO 001 CURB AND GUTTER. ii 1rr PREIAOLDED EXPANSION JOINT FLUSH 1 -•i O wIT}1ADJACEMMATERLAL CAULKING TO GENERAL CONSTRUCTION NOTES U -1 K .. = f I I _ + 3 MATCH CONC.COLOR 1. ALL DIMENSIONS ARE TAKEN FRGIi CURB FACE, BUILDING FACE L i V '1 - 1` (`) I ® O LASOMACRONPAVINGBANDWf OR EDGE OF PAVING, UNLESS OTf RWISE NOTED ON PLAN. THE I ASRSLATE PATTERN.ln'RA"CORNERS DIMENSIONS ARE SHOWN FOR APIIROXIMATE LINE AND ALL RADII eoT}+sc>Es.HrEGRALoaoRsol�r+EReevF> 7AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH {QQ 18+00 `F�` Q �lo 9+00 3111 .- / 20+00 `II 21 +00 �" II 22+ TRANSITIONS WITHOUT ABRUPT Ct.F,NGES OR BENDS. V � ""� � AVAIL FROM L.M.SCOFIELD CO.(213)7243000 _ • • •a a)Asrses�+RrDc>FDn[ULaH x NOTE: 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND 4 - -0 PROVIDE 17 PREt•4OLDE0IXPANSXJNJOINT APPROVED BY THE LANDSCAPE ARCHITECT AND­CITYINSPECTOR% - � �'LAV'INJG Ai:sEA-T YF - [.� GRADE AT 2a-0 O.C.TYP. PRIOR TO POURING.(GIVE A MINIMUM OF 48 HOURS NOTICE) O.C. VP G 2,3 REMP CONTINUOUS WITH v2'RAD US AL EDGES - - -- 3 FOR SITE GRADING SEE GRADINPLANS. _1 -6O ( X55 - I y -� - 4. CONTRACTOR SHALL VERIFY LOCAI ION OF ALL UTILITIES PRIOR TO ! (�( I q I , M I 1 u II 1 1+ 1 II Z-0"' CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES 3 - 1 J _ J 3-o �! WILSON AVENUE �`O Z- �S 3��o S 6 63'6 INCURRED_ 8' CONCRETE PIPE N ' 3 4 5. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN ON IRRIGATION PLAN AND CONSTRUCTION PLANS. M.W.D ,%TYP. 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2 LATEST UNIFORM BUILDING CODE. 7 THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. _ _ .••: 8. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITICol BEFORE STARTING WORK. LANDSCAPE ARCHITECT AND CITY ff-RIP€CTOR SMALL OF W_)7TU)/104917 MY OF ANY DKICRFM�kPI OR POS' F DEK'-f' S 9. CONDITIONS NOT SPECIFICALLY ZI -JWN SHALL BE CONSTRUCTED 700 I SIMILAR TO THE DETAILS FOR THE ESPECTIVE MATERIALS. - Q _ - - __ _ --,---- __ - - _ __- - - .-:-_ - ---- - _---- -- - - - - -- -_ - - _ _ _ -- _CONCRETE MAINTENANCE BA 10. THE DRAWINGS AND SPECIFICAT!'NS REPRESENT THE FINISHED ND 3 _ STRUCTURE. ALL BRACING, TEhI_-'ORARY SUPPORTS, SHORING, NTS ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE J':B SITE BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SMALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED IMSFECTIONS. 11. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS SrtZ BOULDER - SIZE AS NOTED LMD WALT_ PER , OBTAINED FROM THE OWNER, LANDSCAPE ARCHITECT,CITY L-12- OF SHFL CONCRETE HEADER - 1/2" RADIUS .12 INSPECTOR AND THE APPLICABLE GOVERNING CODE AUTHORITY. EXPOSED EDGES AND FINISH PER PLAN ALL CONCRETE COLORS TOO BE SELECTED 2 WEEKS PRIOR TO I• IN LAWN (INSTALL AT GRADE LEVEL AT SWALE INSTALLATION AND APPROVED BY LANDSCAPE ARCHITECT AND CITY ILISPECTOR. IN PLANIf - CROSSINGS) TW 99.95 s" oR a 13. ALL STRUCTURAL SPECIFICATION FOR ALL CONSTRUCTION ITEMS BW 99.43 « Note FINISH GRAO_ SHALL BE PER SOILS ENGINEER, °TRUCTURAL ENGINEER OR CIVIL ' � LIGHT (TYP-) REFER TO QVII MEANDERING CONCRETE SIDEWALK TYP. ENGINEERS RECOMMENDATIONS. TF 98.10 r ENGINEERING PLANS FOR EXACT LOCATION. REFER TO CITY OF RANCHO CUCAMONGA T 11=Ili=III • =ill==III=i STANDARD PLANS STD114 & APPROVED TW 99.24 TW 99.40 1-1I1 I I1=-I I I1=1I1= ' CIVIL ENGINEER'S STREET IMPROVEMEN r rLANS. BW 97.03 BW 7 999 1=1 i -!!;-I' /3 IRE-BAR CONTINUOUS NOTE: IF THERE IS A DISCREPANCY BETWEEN THESE TF 96.70 Lw�K WT of F ,�,7 -i r 66 i IJ '•'�I I ICONSTRUCTION NOTES AND THE GREEN BOOK REQUIREMENTS, TW 99.17 .-1-I_I_I ,_ (UNLESS OTHERWISE INSTRUCTED) THE GREEN BOOK STANDARDS WILL SUPERSEDE THE ABOVE BOMACRON PAVING, RANDOM ASHLER BW 96.63 �� , I CONSTRUCTION NOTES. ' SEE _)E'HIL A THIS SHEEJ TF 96.30 v 1 aft NOTES: TW 99 2S - 1. PROVIDE SCORE_ JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION 1 ! JOINTS AT 20'-0- O.C. 2 3 W 96.55 1 _ 2 WIDE CONCRETE HEADER BETWEEN CRY-MAINTA!NEO TURF AND 2 2 6 2 5 2 4 TF 96.22 - z •' /f GROUND COVER AREAS aV0 BETWEEN CITY-1AA!NTAINEO TURF AND 2 ^ PP,NATELY-MAINTAINED AREA$. LUj fll IZ I 7 0 3. CONCRETE TO BE 520-C-2500 MIN. _ �z o CITY OF RANCHO CUCAMONGA, CALIFORNIA LAYOUT NOTES: L 31 - JIF Z' g1 ' , 1 Z, 3' _ 3 _ ' z ""' 3• ____l - - -- >_•. C❑NTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TD BEGINNING ANY' WORK. i __ _ _ - a CONCRETE HEADER - 3 2 3 2 _ : _ I' �- 534 CONTACT OWNER'S REPRESENTATIVE FOR AUTHORIZATION IF MODIF?CATIONS OF • - - 1 D h- y� E`�z�9� APPROVED DESIGN ARE NECESSARY. /•7= USI` M STANDARD S•iC •IONS FOR PU,:I, w0>(S .OwSi¢J rO S_._r I G I LJ \\ CONTRACTOR SHALL VERIFY ALL DEMENSIONS IN THE FIELD AND ADJUST AS NECCESSARY 17-� • - , WHILE MAINTAINING THE DESIGN CONCEPT. - T a ' . Fac ,oc w - - - I '. _ _ _' •• _ . ° . - - -- C1ae�� per, ,KI,rAR C,,,L[STb,. DKK _ I _ _ 1 usEl cMASONRY CONTRACTOR SHALL COORDINATE WITH THE DRAINAGE CONTRACTOR, •oPtATIDN f"NTRACTOR AND THE ELECTRICIAN TO ENSURE ALL SLEEVES AND _I ' i RUS� I< iNuS At PROVIDED PRIOR TO PLAOINO OF WA-LS. CONCKFTE, ETC. +QQj� I-�p 23+00 �'�4o 24+00 /�('II 25+00 (� 26+00 27+00 28 QQ r wxA,cA cooss�%sro° SCOPE JOINTS (SD) OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO MINIMIZE AND .. - I .. .. 91 CONTROL CRACKING OF CONCRETE PAVING. ARPRIRI--.--- _-- _ -__�._� -� ----- -- -------- ,- - � -� - CASE 2 (LoaTE ►ER PUN) T NPr. SORA p(riM AT tocc or co.eE REFER TO CONSTRUCTION DETAILS FOR MATERIALS AND FINISHES. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. ---------- 1 II I . . .F ---- - _�___� �^ - -_ - I IL_I�-III-�Ii=��-I/r �.wd ,I I ,I -1L_ _ eoNCRRC ,EO �A I6-p �3 OFOR GRADING AND DRAINAGE, REFER TO CIVIL ENGINEER'S PLANS. 'I AVENUE I.S ON _ CASE 3 ' 0 oa.M AREA CALCULATIONS S.F. % W ' CONCRETE PIPE M.W.D L - • i•COHCRETE ,EO CONCRETC Cu" ° 11 4' WIDE SIDEWALK 4,832' 13% , -- - -- - -- tosr.ESTo•+E 2' WIDE SIDEWALK 2,416' /• COBBLE 1 - HARDSCAPE 19,250' 53o/. tf 2 YIN. .• MAX. RAO. CURB k GUTTER , PLANTING AREA 18,495' 47% I - -" ��- • �a - �� - 100% P +� I� -_-- _ F UNTER --- e - - - _ `REA ° CONSTRUCTION PLAN : 1J2 «.1 SIOrWALK HARDSCAPE - - - ^ 60'00' 10 . 2' 91.13' 91.13' Q JOIN AT RICH T NGLES (TYP.)RAD.00' 2.86' CITY OF RANCHO C U C A M O N G A I I 6 PCC NOM CURB PER CITY STD. 53° -------- -- ----- ------- - -.----- --- _- -- ---- - .- __-.- - j NOTES: IR OCK SIZES. wESi oHERwE S►Eho.SHALL,_! RS J0t.0 COiIIKESTI AY - u . NTH "LAT OE O 2. BOULDERS SHkI. mt/ N, vEHT.COS SHALL [ i/l Er TQ M A S T E r I HOMES 7. ALL SPACES ,'••-.L•iEH STONES SHALL ,E FILLED MTH MSS V"MORITA& I PART CHEM TO 7-I/2 ►AAIB SANG. O. ►S: AI.I. HD CEREHT CDHCRETE 1N0"CTC .P R AIlDwEO, WILSON AVENUE TRACT 14380 i I 1 I I �-�P ff�� a T�� /,P��{T��ppp ef' ..A yaePlE AREA.eAN. W SD.R.. SHAH ,E MPRO.?0 W THE CITY ri►(CiOq.IRrpR f0 CUR //II�I NEA JJ SOD ALIy� ►RJCEEESTI 1ciN REYN 0;ALL R NO3K. Ud!/ IU�[�l w S.noc RESTwC►04n0N RN ALL ROCKS TO,C A►PROVED fr'THE THE OTT wy!CiOR 1 `. EX-E ROCKS SHALL " SNTENT. RDu "DAN°FREE D,ECeOHtI,E WSFeC�R TKN 5 LANDSCAPE MAINTENANCE DISTRICT CRCESSrS Y1pH CONTENT. I'. COHCREtE CUSS 510-D-7500 SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL CITY OF RANCHO ER I ASED�GRAITEFORNIAND•RD PLAN CONSTRUCTION PLAN A•aR]vED S+ COBBLESTONES 542 ,DIMENSIONS ARE FOR COBBLE LAY-OUT OF THE SIDEWALK LAYOUT WALL BE MADE FROM THE ::I . E .11 .11H ST.NOARD SPECIOC•TIONS FOR ✓. OAKS COHStlVYIKD. APPROVED BY DATES' AND NOT FOR CURVILINEAR SIDEWALK(TYP. ALL DIM.). SALT I Cr I APPROVED CIVIL ENGINECER°S STREET !IMPROVEMENT CITY ENGINEER A, k&&CRCE NO 2x953_ PLANS. LOCATION MAY REQUIRE MELD ADJUSTMENT DESIGN L TEX RECQ.UPEfDED 6*1 741IIIIII�_ AS NECESSARY TO MEET FIELD CONDIIT�ONS, AS S.M. LANDSCAPE O VIE O ROAD, STE LNG NORTH DRA N 3 AN RANCHO VIEJO ROAD, STE 206 Till APPROVED BY THE PUBLIC WORKS INSPECTOR AND S.M. SAN JUA(949)1248•N993A. 92675 SHEET � 0 AL UV T�V T� N. 1� - FAX (949) 493-0706 _L �-OFPROJECT PLANNER PRIOR TO FIN COS C © 1 r 30 ' CHECKED DRAWING NO DESCRIPTION REVISION N DAE CITY RCE No APPROVED B H DATE FILE NO SHEET -L- OF-I• -- SHEETS IRRIGATION NOT �;S _._ ...__ .. .. . .,. �� .:S, s:r: , LIv:i1S, Ii rt.S,i:L.) I�"I ERFERE 7Tii THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO UNIT OF WORK ""OW S'Q c EPEE ♦O'E &-EE' ..-: PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST NEW WATER METER(STZ.'E PER PLAN),AS PROVED®BY CCWD,IS REQUIRED AT ALL I SPRINKLER SYSTENf BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE -j T - POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR T �HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER THE INSTALLATION OF A NEW WATER METER CONTACT THE '8!6 - 3 A CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION �YVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE "AS PROCEDURES. • ` TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED INSTALL ONE (1) SPARE ORANGE WIRE ,ALONG THE ENTIRE LENGTH OF THE BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY. BACKFLOW MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN VALVE. ALL EQUIPMENT SIZED PER PLAN.INSTALL ALL EQUIPMENT PER CITY ENCLOSURE FOR IRRIGATION WIRING. r � s,• � , STANDARDS AND SPECIFICATIONS, MANUFACTURERS' BEAS DIRECTEDONO IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF W v j LOCAL CODES. ACTUAL LOCATION SITE BY A REPRESENTATIVE OF THE FT HE EQUIPMENT WATER PER WEEK CIURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) L1-J ° I , APPLIED FOR 8 HOURS A ! YS I � NIGHT 5 DA A WEEK BETWEEN THE HOURS OF 9:00 P.M. �--- , �' - �B�j b._ gp c' � BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. (SB)SBBC--? AL ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL z W 1%t�i �`' • I„ I _t. `I '`3 - I ' TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. THE SYSTEM IS DESIGNED FOR THE MWIMUM OPERATING PRESSURE AS SHOWN AT i Q ( l 1w�'�� T B6 '8� ` °' EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER T�IIMTI•E �/ ` ? �\ o BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE Q ° 9 ` -� / ^ ^ AND SCREENED WITH SHR WI-fENEVER POSSIBLE. WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY —� I 8-5 so� F • 4� 2'3 F- 3 0 2 9 UBS 3 4 3 3 /i ` mac Sa a- 3 2 B'3 455 SQ. F'. 1 • b CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING VALVES,ETC.SHOWN WITHIN PAVED 1 89 �� 13`4 F' 3! 3 ''3 AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN AUTOMATIC CONTROLLER TO BE A CALSENSE ETI- - ? W PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE 1 ��8 ' (DIGITAL RADIO)W!ANT-1 ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB) ,..�Ic ` ' SPRINKLER SYSTEM WALLS STREET LIGHTS, SIDEWALK, UTILITY LINES ANDr l , ,�, ■ , �? ;' 1. r 24SS/120 VOLT CONTROLLER%ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA U • ` I'•� ?" ?„ ?� _ y„ t I" ?i t' ? ''t' EQtJIPN ENT,AND ARCHITECTURAL FEATURES. _ -�� _ PORT (EPDXY-FILLED ON TOP OF THE ENCLOSURE PER MANUFACTURER 1,a r • , „ " I'i2 - ----- ---- / _ -_- O -- --�" _ „ _ O SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL �% ,o , � '' -- � ��_� � � i�> �l,✓ -C� �,i,� � � �,�. _ �_, ° -, T�—��; � T'�--�- - 7 t -- �. - ' ,--���: �-� T"���__ CONTRACTOR$HALL VERIFY ALL COtr'DITIONS AND DIIr1ENSIONS SHOWN ON YL4NS PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION Of THE �!i4' ,�}��" ! s I" AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL DISCREPANCIES s _ - i' =Q - -� , !^ �� _ AS DIRECTED BY A REPRESENTATIVE OF THE CITY. -Q -_ _�a _ I'a" . I' S 5 5 _5 S C _Q7,_ =Q= =4T' 4 " a � � �t--_-�_----- - -- �+ - - n • -- - >t'' SHALL BE REPORTED FOR DIRECTION IMINfEDIATELY TO THE CITY. 5 ,I'• _" °- - ?is"Q -- -.• ��O_ - •---0- =- Pu -- • - - THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS �'•" - =- - --s'___�__ __-_ - ---_-- - CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION - --� UNDERGROUND UTILITIES PIPES AND STRUCTURES, AND SHALL TAKE SOLE �' • _ ti _ - T -;- -` \J CONTROLLER ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, - - l _ { - _ RESPONSIBILITY FOR THE REPATRIREPLACENIENT,AT NO COST TO THE CITY, FOR �- - - - _ -- COORDINATED AND PAID FOR BY THE DEVELOPER '•' 'a - - -- 8 -- ANY DAMAGE OF SAID UNDERGROUND FACILITIES. II 3 SO F' m3� SD a' X43^r„��- _ u � ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE _ CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. ( OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS, 17+00 18+00 / 19+00— —20+00— 21 + 224 r4 ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE ALL POP-UP TYpF SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT 4 -Q -Q- -JIB =`� CON[PENSATTi iG NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT IIIITIAL •1E TOP OF Ilii SPRIty CI ER HEAD IS'/,"ABOVE FINISHED GRADE. -__ I _ CONSTRUCTION. {` 1- �1----�`,,--` !V I4---`, �--<�----`; ,, �, " ,, , L r,•.. TYPICAL POINT OF CONNECTION 089 ,C - - -__ - �---- . -- -r---- - --^- --- -�----_ -- -_ _ - - - - -----. - -T-- ------ ----_ _. _ -- - _ CONNECT TO ■x16TING ?" M■'■R o ■L■v 1969! A ■x16TING ��''.�✓� `'-'� ",�i::c- \✓ :�=`�.� r'-✓\ �.�,i ' `�� ~.. - - - _ r. DAC*1LOW PR■✓■NTER 16 A *■DCO 625Y W. COVER 605C-45A p824 F.�. ■x1STING DOOE•TEQ PUMP 16 A ►4YDQOe+048T _ �n WILSON AVENUE , IL1IeOV"12501-IbW 110 Gam"! • 1?9' AVAILABLE ( Ra NBaD t8':-5a�-=QS 'OO QJAR'EQ 6=QAY SEA= to 39 30 �' SEE DWG 1435L SHEET 72 cP 87 s RA N5 QD 1812-Say Ae5 'c- -ALS SORA" -E•..� Ip' �9 30 AVAILADLE PRIf+BtJNt>t 1b-d.5 i' QA�B Q i 18'2-SaY.aRS.,Oc Fu.� SARA" SEA;, p 58 30 DESIGN PRISSURE 10 PSI - --- - - - - ---- -- -- - ----- MAx1MtJM DE"tAND 1N GPM I.' RA!NB QC !8! SAN =46 'SQ Q�aQ'EQ 5=RAY -Eap 15' 92 3p a ! s RA'N5'QC 8'2 Say-PIS 'S- wALc S=QAY -Ea- 5 'B5 30 LLJ � TYPICAL CONTROLLER NOTE: Cr ----_-_ -_-- -. - RA NB R;, 18'2 5a^^ P45 5Gr Oua+?'EQ SpQAy .+FAD 5 Ip 30 A CAL6ENGE CONTROLLED' ETI-12-00 NERDS TO D! INSTALLED ____ _ - ------------------ - - - ---- _ Qa tib QO 8. S - S-5� �a_c S�QA� � 5 ?p 30 -------- - - _ -- CLOSE TO THE EXISTING METER A66E"1gLY I - ay =R EAS -- -�- METER A66■M9LY 6HOWN CELOW 16 AP�OX ab FEET FROM T ---— - ---------- -___ - -f -_-- ------ - - -- - -- -i- PNA6■ I/RwAB■ 2 LINE, WWIChi 16 APF�@OXIMATELY III' FRO!`, RAINB'QC f8'^ Say- S SO OJaQ'EQ 5 2a� •+ELI 8' 26 30 CENTER LINE OF WILSON AVENUE m, cn ---� t---�_--- � � Ra�1BQC !8!:-Svy-AQS-B� ►+arc S�QAY �E�:, , ---------- - ----- - ✓AN S0QAY -EAC 8 '11 30 QA N.5 Q-- 33�= G1J GC GO EQ ----- ------ ----- QA N5 Q: EcB QS B Q= - - - ""A-= E""C'E CO'�'RG- VALVE - S!rES !wD'CA'EC. ' ►� wA"S : GA'E VALE SEQ ES `03-R'-Rw Ex-9-N5 ,15-w, WA-EQ -E-EQ ANC BaC<r-,OW AER C '�' S*ANCAQ: - QMQ 'O C'v.L ALAN. J +} Q Ex S'NG FE5GO 825-Y-5✓ �" QE:NCEZ. =QE99,QE '`'=E BACCcLOW ARE✓E�-EQ © EX'S'4G -`':.R.^.B00S' 50CS-ER =�yAT.5i!'C Vis="'• C '25 A VA LaBLE Mho 5lr=E>z CR 3!00 N/O E:EC'Q C A=-RAy GLOBE " yaS'EQ vaLvE 0 Q Da'a '`D.S'R a. 22Op c-C"; "'E'ER 5Ek SOQ BY CaLSES,SE GEE 9--E 'G EX'S'' c= SOC © A,;'0-A'C CON-QOLLER ;N5'A.L A CALSE'�SE ^"=E_ E'!-32-DR W �="p ro- W AN- CON-QOLLEQ ISEE S--EE" �: pc 8" �-•�5E fl�oti5 A 5'QJ'.%5 5O (-EK^�:5 :C C-5'.E- - - -- n✓C 5G- AO L:•'EQAL .tiE - ' CO✓ER ;N A*ANI!45 AREAS ='✓C SCN 40.24' CO✓ER LINDER PAVING 6 - /; !. - LIMIT OF O - - - - - - PVC SC- 40 "^A NLA' E - 8 CO/EQ N PLAN NO AREAS 24 CO,/EQ JN^EQ 0A✓iNG - S:ES '�D CA'E:. 5 ' ' --- / , I _ _ OvC CL 3!5 ""A"N.!NE - 18" CC✓EQ 'N PLAr,'\6 AREAS' 24'' CO✓EQ JNDEQ PA✓!�;!s - S'ZES ND CAI= � !.834 5Q F' - �4� 289 5D F' -- /B^, � 138' SQ F- � � � - - - - � �4' a X33 ' �._`_/ I � \_-- %, �82��!'D5 SD F' � � � 4 �\ � /. � =N' SC- 40 WIRE SLEE✓E - SIZES AND .DCA*ON B- GON*QAC'OR OR aS 6!�OWw �- �,, 2 b:7 SO cT / � !40 SO FT. :15' SD c- i� '� i" `, B i9'9' B3 - „ cr *- o -_ 3 - /�� ,-�3" - �� ���3a � � X35 � I, �,`"�.` ✓C SG�+EO„-E a0 A ti aN.. �A ERAS .!�,E SEE✓E . x DSA OF of a5 S�+Owr., % s 'NC!Ca'ES rAL✓E 5'aTON NO. 6 2 5 / 2 1 Q � x _ !NC Ca'E5 SQ.ARE c00'A5E Oc AREA 5EQ✓EC BY vaLvE 28 27 ?" 2 I" LLJ `x x NC ca'Es Sr-*- u — ?'�_„ i" ?" e �,•„ 4 s NC Ca'ES ✓A.✓E 5 ZE u _ _ • , '• _- �;, .� , ,- - i J 1!4 � 1 _ I',, ?' I PR CURE CALCULATION 5 _� 5 _ 5 5 5 '_ — I/+, • S S / `_ 5 O —O O "(D E NOTE: ? .r • - 3i ! li - T- % ` �� THE 2" METER HAS I I • ,, ale y --�_-_- - 4 T" -1 - E E 6 Y' P PE RUNN NG INTO IT AND OUT OF IT. • „ ,•„ ,� -- IT CAN ACCOMMODAT • I WATER METER k t SIZE: 2" moJ_ _ - -- -r - —— +--. - _ -T--:---- - --- - ■ UP TO 100 GPM. TM■ TWO LARGfBT _ -j -- Q Elevotion. 1696.51' VALVES ARE a-2 r35 00M) < A-1 r54 GD*1l. IF THEY ARE l D 0-' 7 ! AT THE E TIME THE MAXM PLOW S G ;--�- A14- - -- - - ----- --- ---- -- -- - -- - - - -- -- ------- - - - --- - - - tot�c Pressure. HIG 85 PSI OW 5 PSI RJNN NG ■ SAM L bE � LLJ s H L I PM ` ®2 ,2.4- o- ` 1/2L- - — — — — =--_ -_-'— — —?�'1 Source of Informoton. CUCAMONGA COUNTY WATER DISTRICT THIS 16 WITHIN TH■ CAPACITY O* THE METtR. THE Pv�+p �4 - Phone Number (909) 987-3591 CAN PUSH WHATEVER THE FLOW TN■ WATER M■T■R ALLOWS Dote of Informotion: 2-25-00 IN THIS INSTANCE THE FLOW 16 100 GPM. THERPOR■ THE PU!"1P PASEO 2��0 — ,',a" 95.08 FL Q Remote Control Vole B-10 WILL OPERATE WHEN AND IF THE TWO LARd"T ✓"AM All" ON — O— — — — — 23+00 — — 4 _ _ _ _ _ _L4+ _ _ _ _ _ _ 25+00 26+00 27+00 28 AT THE SaM■ TIME 4 Moximum Demond 23 GPM - _ 1'/ 'J's' I'/�' %" Elevotion of highest head 1718.16 �I ��� } } o-- �-- - 1 - _ _ - - - - - _$ -t - ----- _— .. _- r Pressure @ R C V 75 PSI ° '• 1 1 --` z 94 3 - - PSI LOSSES � Oty Size Item 2" WATER METER 1.9 WILSON AVENUE �, I PRESSURE REGULATOR n/o _ r � 2" BACKFLOW PREVENTER 13 `fid' - w ^ „•' 2" FLOW METER 1 "•" � '�" � ^ GATE VALVE 2 - V ' -- -- - - - .. - - - - -- - - -- - - - - ---- - ---- --- - -- -- - - - - - - -- - -1/2" MAIN LINE 1 9 ` ` " •}�, �,,,, 2 I - w 950' 2 . -- - - -- - - - - ----- - - 250 2" MAINLINE 113 u� ►qa7 �- i0 R C V ASSEMBLY 1 - " ■ N LLJ10' 1 1/4" LATERAL LINE LOSS 15Lij " - AYE Lli� Z 40' 1" LATERAL LINE LOSS 1.34 �, . ^J V C , CI -- --- '- E - c..R ON 'RJ ON -- 100' 3/4" LATERAL LINE LOSS 401 _-- ------- - �— --- 10% FITTING LOSS 2.74 SEE ' _ FOR 'REFS i \ES _ - --Q SEE EPr'. �-b FOR 5-R,,56 W - --- -- �,t^ -- --- -- - - - ----- �_�_.--,- - ELEV CHANGE= +9.37 - \ --� TOTAL SYSTEM LOSSES 39.54 CITY 0 �' A N L N 0 L U C; A M U N C� A _ 80 00' 2.86' 60 00' 100.62' 91.13'_ 91.13__ 200 12' _ PRESSURE TO OPERATE HEAD 30.0 I - — - ---- --- - - ----- -- TOTAL SYSTEM LOSSES 69.54 U� i BOOSTERSTATIC RPUMPRE AVAILABLE 75 2546 M A S TE R C R A E T HOMES - W - +20 1 RESIDUAL WATER PRESSURE _-� t- ___ __-- _--_ __-__ _.-- _-- _. . _ -- _ . --.- - - - CITY REOUIRED RESIDUAL 15-20 PSI WILSON AVENUE TRACT 14380 LANDSCAPE MAINTENANCE DISTRICT 1 IRRIGATION DESIGN CRITERIA A WATERING WINDOW OF 7 HOURS PER DAY IS Name or Water Supplier: CUCAMONGA COUNTY WATER DISTRICT SUFFICIENT FOR RUNNIN SEPARATELY. IRRIGATION PLAN ONLY ONE VALVE SHA RUN AT ONE TIME. _ Pressure Giver By : CARLOS FIIytBI@E5 APPROVED BY DATES � v� Phone Number: (9©9) 981.2591 'w GONTIZDLLagS CITY ENGINEER RCE N024953 Static Pressure: 15-85 PSI Pat* info received: 2-25-00 DESIGN RECOMMENDED LANTEX Contractor Shall verify the static water pressure With supplier M.M. LANDSCAPE ARCHITECTURE/PLANNING prior to installation. If dirrerent from PSI noted above, Contractor 31726 RANCHO VIEJO ROAD, STE 206 p NORTH DRAWN SAN JUAN CAPISTRANO. CA 92675 SHEET f or to noti ry Owner for instruct ions. Failure to do so will result M M (949) 248-1993 L- 3 OF 12 in contractor being responsible For changes that might occur. FAX (949) 493-0706 1 - 30 ' CITY CHECKED DRAWING NO. DESCRIPTION OF REVISION DATE APPROVED B. H. RICE NO DATE FILE NO `�5-�-• SHEET OF 12- SHEETS OTO SPRINKLER - ANGLE PIPE TO 4•AALCH LAYER -HI-POP SHRUB HEAD BODY SET TO STRONG �X MODEL NO: / 0 r SPECIFIED DEPTH WITH 45• ELLS 1/4" ABOVE FINISH GRAPE NB-24 CK WITH PEDESTAL t rFINISH GRADE ��• `` ' vSCH 40 PVC MALE ADAPTOR -. . ELECTRIC METER PER SCE WHITE SCH 80 PVC UNION �tiECToRSS ORED AEQUAL / BLUE BRASS OR PVC NIPPLE F - - - L- � O �ELE'TRIC CONTROL VALVE --- _ - �_I=I I=III=III -III III= NOTE: �T ! < _ ENCLOSURE TO SE OF.D PER SNAI W I PLALTIC VALVE BOX III=)I I=III- I=I I -I I LOCAL CODE. GROUN 00 TO BE E" W ,KI ?00� m i r- I -I ( I • I I-) I I-III- 1 INSTALLED INSIDE .LOSURE ON MAR► O "IRRIGATION RCv' RED ;ONN n :u AL ("Ar+ECN OR EQUAL) -1 I I=III=III III= I' CONTROLLER ;t BLACK i E' QED WITH CONTROLLER Z- ILII I II _ TA_ -x AN9�JN a At.' VALVE SEOUENCE z -III-III- I I-I l II TAPER Ill AWAY FROM FEAD - IRRIGATION CONTR.)LLER DOP (M 24" LoL' ? uj FINISH GRADE I-I Z =III=1 I III= FIGNIS WATERPF..<,f ALL "'1 ` �)IMII- I I-III 3'-6' -6• k 0' CONCRETE - F INSTALL A MINIMUM Of PLASTIC VALVE BOX (CARSON OR j _ BACKRILL - SEE SPECS. FOR MATERIAL- GRADE -T " I I-I I I 90% COMPACTION REQUIRED _ _ T E GR/OE AND SLOPE TOP EQUAL) WITH PLASTIC INTEGRATEp w'F'F �rr��rrTIOT x _ r =1 I I I (_ • - - MIN. TO AT A MINIMUM OF 27G. r -'I - - SIDEWALK - N LOCKING LID. PLACE AT GRACE IN I_ - __ TURF AREAS AND 3" ABOVE N '� "'� z II- - -- M01S'URE -III ti PLANT BEC it I - '� -- + _ z_ I-I NON-PRESSURE LATERAL LINE: SENSOR _ _ ao -I I=-1 I I-1• I =•11==i I==-= 1== `_ " WHERE SCH. 40 SNAKE PIPE IN _ _ _ P,G TAIL EXPANSION ,,� �+ II =i REO'JIRED *0 1 )�I I I (- TRENCH I-)I I COMMON WIRE/CONTROL WIRES NI LOOP (MIN.<'4" LONG) �c IlE - ---�_-K I I III i I I III-III 3' SCM.40 PVC CONDUIT. jw OMMON I 3" PIG TAIL EXPANSION - D __ _ - LOOP (MRS 24" LONG) "' -I I I PRESSURE SUPPLY LINE: I 120 VOLT WIRE IN RIGID STE� 3" BLUE _- 31 CONDUIT (PER LOCAL CODE) 90° SWEEP ELL F 14 z FLOW I I II SCH. 40/CL.PIPE IN TRENCHH SNAKE POWER SIDE (TYP.) WIRES l III VV LVE W/UN ON I I I I I I I I I I 3" -III- 3/4" WASHED -III-I - CONTROL WIRES - BUNDLE RED MASTER CONTROL I I- D,� ,a•�;• Z II CRUSHED AGGREGATE -III I-II AND TAPE AT 15' O.C. AND _ PRESSURE SUPPLY LINE BLACK VALVE _L Qo �i - _ _ INSTALL ADJACENT TO h1EAVY DUTY WEATHER - RESISTANT ,o.o.p : .o'�o�P b - - --- _ PHOTO ELECTRIC SWITCH FOR SECURITY S 1 C)h� -I �O o'. SCH 40 PVC .a ' I - - I I - -i -I _ MARLEX 90' STREET ELL 90' STREET ELL LIGHT CONTROL AS REQUIRED PER I ,-- - - _ _ PUNS , FLOW METER =_I I 1 SCH 80 PVC NIPPLE I I i I I 6- TrP. I-III PROVIDE 6" MIN. OF SAND DIAMETER SAME NON-PRESSURE MARLEX 90' STREET ELL f-� I SIZE AS FLOW --- - CONTROL d COMMON WIRES I- BEDDING AND SHADDING LATERAL FITTING METER SIZE CALSENSE CONTROLLER MOD NO SECURITY IN;HT [NA TFR SAME SIZE LNON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE PER PUNS. TIMER AS REWIRED FLOW METER SIZE - TYPICAL (2) PLACES REFER TO CONTROLLER PER PLANS. INSTALUnoN sTDrF ANTI-DRAIN VALVE AS REQUIRED NOTE FINISH MINIMUM DISTANCE DOWNSTREAM OF BRASS NIPPLE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. MULTI - CONTROLLER UNINTERRUPTED PIPE (5X DIAMETER N " COMMUNICATION CONDUIT OF FLOW VETER SIZE` SCH 40 PVC SXSXT TEE 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS. HARDSCAPING, MOW STRIPS, FD I LCH 40 IGHT AS REQUIRED PER PRESSURE SUPPLY LINE 3' AND LARGER 24" MIN. DEPTH AND EDGES OF LAWN. WIRING 2�• PLAN SPECS MINIMUM DISTANCE UPSTREAM OF NOTES.; 2. USE TEFLON TAPE ON ALL MALE THREADS. UNINTERRUPTED PPE (1CX DIAMETER 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2' 4C CONDUIT = .. ( FLOW METER SIZE) 2. INSTALL VALVES IN PLANT BEDS WHEREVER PCSSIBLE NEXT TO SIDEWALKS. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. F PHONE MODEM --I_,_ _ - _ _ 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. - - y 4. HEAD CONNECTION AT BOTTOM INLET ONLY. I--I I1=1111=I1-= 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. HI -POP S+i- RUB SPRAY CONTROLLER ENCLOSURE - TYPE S FLOW METER INSTALLATION RE''�fOTE CONTROL VALVE WITH SHUT-OFA VALVE 4 UNION TYPICAL TRENCHING 1 C'TY OF RANC+-►O CUCAMONGA 3TC. DVAIL STANDARD PLAN 539 1106 CITY OP RANCHO CUCAMONGA bTD. DETAIL 6TANDARD PLAN 523 CITY OF RANCHO CUCAMONGA bTD. DETAIL STANDARD PLAN Sib ,3 CITY OF RANCIll CUCAMONGA bTD. DETAIL STANDARD PLAN 52O ' CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 532 - - - - ---- -- --- - - --- - - ----- BACKFLOW ENCLOSURE-STRONG BOX - MODEL# SWC - 45 - AL O 6 t� BACKFLOW PREVENTED `` ASSEMBLY I< i W SCH 80 PVC UNION "SNAP-T1TE' WATERPROOF F� �"" -� S m CONNECTOR OR EQUAL NIPPLE - TYPICAL ` z (4) PLACES ROUND PLASTIC VALVE BOX & WIRE SERVICE LOOP (LOOP I I RAIN BIRD 33 DNP WITH PURPLE COVER ETCHED "PRESSURE REG TOR' r ENOUGH WIRE TO EXTEND WIRE Z (CARSON OR EQUAL) RUBBER CAP - SUPPLY ONE KD' BUNDLE 6" ABOVE GRADE) I ( - FINISH DE PER 12 OCV'S INCLUDING HOSE M SWIVELS. STRUCTURE OR SPLICE BOX COVER WITH NIPPLE HARDSCAPING LOCKING TOP ETCHED "S.B" FR-SSURE «LAMR 6" THICK X 12" DE I-i I=, -ail FINISH GRADE - INSTALL IN I I I CONCRETE P (LENGTH VARIES -III-=II II- I PLANTER BED OtJLY 10 BRASS WYE STRAINER PER SIZE/M) IN ACTIJRER) 11 18, MAXIMUM, AT GRADE IN LAWN AREAS ITH 60 MESH ap J SLOPE TO AIN AT MINIMUM I I I= 3 IN PLANTER BEDS I MONEL SCREEN 2% FINIS -RADE _i1 I • e►► e`♦ Ill >� UNION I _ _I s PVC SLEEVE I==L L= PRESSURE REGULATOR -) I=1(I-I I I -III-I I . . .. . . . . . REQUIRED FOR •'• ••• •• �' ' •'► - _ . . •. -= i=-1I� -111 ILII 11111- _I PIPE THROUGH i; CONCRETE PAID III_ I=; SCH 40 BRASS NIPPLE 12" 1=III=III 1 -! -I I! _ - ;- I - D - I NIPPLE - TYPICAL I YFLOW �� TO BAC:h:FIOW SCH 40 BRASS SIT ELL 12" X 18" GREEN PLASTIC METER I ( -I -' I-' = IPE FROM s PREVENTOR III I BOX. CARSON OR EQUAL _ - I (2) PLACES (�-z =iFROM WATER SOURCE I I I: _ ETER I- llISCH 40 BRASS 90P STREET ELL STAINLESS STEEL SCH 40 PVC MALE_ SCH 40 BRASS NIPPLE - EW CLAMP I I- ADAPTOR III MRRMUM (3 PLACES IND 909. COMPACTIONREQUIRED � -� 24' LONG ( ) - __ 13` _ - 4 REBAR STAKE - I To METER •� -�I 1=__!_I-- '0 SCH 80 PVC 90' STREET ELL ) -III-I 124" LONG 1• . , III= 1 �. • • MOW STRIP SEE NOTE SHEET L-2 LIMIT OF WORK Lli Q J cn ! I •� FW— II .i ry ! '. i U p p p ❑ p p p ❑ p 0 4. --- 17+00 r 4• 18+00 19+00 20400 �1 4 i %2 00 1 ! � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oLd m w 0 8• CONCRETE PIPE M.W.D WILSON AVENUE w z Act -TZul Z _--700 3 UWT of worm PLANT LEGEND NOTE: OTYS. FOR THIS SHEET ONLY SYMBOL TREES SIZE SPACING QTY i4 p CERCIS OCCIDENTALIS 15 GALLON 20' 0.C. 25 28 1 26 2 J 2 `-t 2 ,3 • ;�•� WESTERN REDBUD � Q W ❑ PINUS CANARIENSIS 15 GALLON 25' 0.C. 7A -A : CANARY ISLAND PINE p p o oLZ p ❑ p ❑ - ' ---- • 36 BOX MULTI 3 O.C. -- • • • - - - ) - ' ' _ Lj CALIFORNIA SYCAMORE p LA ANU A M A • ` • • . . 0 15 GALLON • ,• o . . . • : . •. ; � � LAGFRSTROEMIA INDICA 'MUSKOGEE• 20 O.C. 41 ' W CRAPE MYRTLE VINE`^ 22 00 23+00 24+00 25+00 26+00 27+00 41 28 00 w .-- ,• _ •. - PART, -% )CISSUS TRICUSPIDATA 5 GALLON 15' 0.C. 74 o 0 0 ---o o ---- -- ---- -- - - -- --- - -- - .___ ---- - -- -_- ---_ — - -- _ _ - - BOSI, N VY PASE0 P4 O o 0 0 0 • e AIV.M,• .. Q,yW. 1 w W WI LSON 1 AVENUE 1 w 8' CONCRETE F PE M.W.D zV V • " " 17 --- - -------------- - t- UOF co .. C x x x - �_ - ! t1 v �'"� /_ ' _ - - - O•w.I 011w Cw•. +' x ,,, / x.x . 6i. ■ . NORTH V r LLJ Lu 00' ~ 1.86 I 60.00 t0 ? + N WLSON AVE - _ 9 3' t 1 Q F -_ __ _- - _ _ -_ - - _ __-_ _ --_- - _ __._ _ SEE BHT 2 FOR ��N� I✓1�� c - - - - - -- - -- - 6y` � 3 FOR IRRIGATION CITY O ( RANCHO CU CAM ON GA --- -- ----- ------ - ---- - IQ I - -- - -- ----- ---- - — - ---- - r _ - �-- SEE SHT. � 6 FOR SHRUBS I I ----- - - T w� MA �`` TERCRAF I HOME ' WILSON AVENUE TRACT 14380 LANDSCAPE MAINTENANCE DISTRICT TREE & VINE PLANTING PLAN APPROVED BY DATE: ®i CITY ENGINEER RCE NO 24953 N 0R TFC DESIGN X RECOM DED B'H' LANDSCAPE ARCHITECTURE/PLANNING- 1 " - 30 ' RCHITECTURE/PLANNING1 " = 30 ' DRAWN 31726 RANCHO VIEJO ROAD, STE 206 SAN JUAN CAPISTRANO, CA. 92675 SHEET S.M• (949) 248-1993 L-512 CHECKED FAX (949) 493-0706 �F- DESCRIPTION OF REVISION Dail ` '�' CE No DRAWING N0. APPROVED ED B.H.BHDATE FILE NO Ju 35 -L SHEET I-S OF SHEETS .1 PASEO MOW STRIP SEE NOTE SHEET L-2 LMT OF WORK , to 1.5 52 •v,♦ /� 1 1' C«nw X cw ` O w •r - r Q s " ry,. i » r n ( » , i V a 71 W l(o DN.,• .,, Can a s 6r a 31 u a n w NORTH Z W WLSON AVE. - j u •r I FO KEY MAP SEE SWEET L-2 R CONSTRUCTION PLANS Q SEE SWEET L-3 FOR RRIGATION PLANS Z/_ SEE SWEET L-5 FOR TREE & VINE PLANTING PLAN ry r3 - L1J .� S-,2 _FS-� S-3 S-1 S•3 j`, S_7 5-3 S Z S- S-1 S-3 '�-? �S- SIZE SPACING QTY. • � S-2 s-i S-�. +- _ -� 1 I SYMBOL SHRUBS NOTE: QTYS. FOR THIS SHEET ONLY. r 3TO.C. 2256 - 'CRIMSON PYGMY' 5 GALLON 1 ��_. -- • `S-1 JAPANESE BARBERRY I � � A �'r , -"I-�► �f.*_ Alf#w 1 •' •- ' • . • _ . _ _ -- LANTANA MONTEVIDENSIS'SPREADING SUNSHINE' 5 GALLON s'O.C. 177 --- ,/ - S-2 j _ LANTANA -. -- • _ _ LEPTOSPERMUM SCOPARIUM RUPY GLOW 5 GALLON 5 O.C. 161- 5-,zI ' S 3 NEW ZEALAND TEA TREE 4' ? ?+00 I '�?+0C� ` 3J _`� 19+00 20+00 too - ? : 'R S-4 __________ MYOPORUM PARVIFOLIUM'PUTAIi :REEK' 5 GALLON 8'O.C. 12 MYOPORUM r pDDDnDD DDa DDDpDD` DpDpppD NANDINA ESTICA S-� 5GALLON 7O.C. 488 (\ • i� DOMNANA' II HEAVENLY BAMBOO PHORMIUM TENAX TINY TIM' _6 ((� 5 GALLON T O.C. 33 S �! WILSON AVENUE s3 � in 0 8' CONCRETE PIPE M.W.D ' �o 5 GALLON 4'O.C. 256 SALVIA GREGGfl S-7 AUTUMN SAGE �+-� p p DpD JUNIPERUS CHINENSIS 'SAN JOSE' _ v7 p p p p p SAN JOSE JUNIPER 5 GALLON 6' O.C. 72 -k � ---_ — ------------- - --'--- , _ -- S-9 ABBJA X GRANDFLORA 5 GALLON 4'O.C. 11 GLOSSY AeELu► --� -700 3i r ' PROPERTY LINE WALL ELF ADHERING VINE T.W 1714.4 •' y 3 COBBLESTONE ;y y C,v. T.C.17028 y�y 11• V,d F.G 1705.5 `3• S` 00 - LUT OF WORK F _ B ,-, B S-3 S-� _� 5-1 _ s IL WLSON AVE. w SECTION A–A N.T.S. t l • / �. . A- -�'�� -i --:•-- _ -- - � �1 � � ff�Z'..-_ a •1 . I - _ •-y a. ., - -rrZ._ - -� - '! t�-Ja-�. � N - -- �:, -•° •• '�/� > W OPERTY LirE WALL L _"L - — --- --- - - --- - - - -- - ---- _ �1 L.MA.WALL `00 23+00 24+00 25+00 L6t1)( 2 +„ �� 00 — - - - -------- - ---- --— --- -- - - ----- -- -- - — - ---- -- -- ----- -- - i -- - - - — - --- -- _- --—------ - - ----- ----- --- ----- - -- — COBBLESTONE F HAR& 41 4pp p D pD p D p D D D p D D D - � •� 7 !L �.24 s s9 D ppD DpD DpD Dp D DpD Dpp DDDD 1694.35F.G 170T.C.WIES0N AVENUE �P -A 8' CONCRETE PIPE M W.D. F.G 1699.4 OF C A ,� 33'-0" 7'-0" 9'-0" '-0 6'-0" '1 ETIWANDA AVE - ---- U' LLJ SECTION B–B N.T.S. , E,G° — 13' 91.13' ---- - CITY OF RANCHO C U C A M 0 N G A Q �-- r— �----- �—_ U14 c� ' Q MASTERCRAET HOMES ISI ; Z� �---- XERISCAPE ASSESMENT SYSTEM SUMMARY INI L N AV N U ACT 14380 1 _LANDSCAPE SUMMARY LANDSCAPE MAINTENANCE DISTRICT LANDSCAPE (POINTS VALUE) POINTS CLAIMED REFERENCE SHRUB PLANTING PLAN 1. WATER CONSERVING PLANTS.(20)_ 20 T-1,S-1,S-2 cI r, to I 2. TURF LIMITED TO 25%(45% RESIDENT).(20) 20 T-1,S-1,S-2 APPROVED BY DATE: 3. PLANTS GROUPED BY WATER NEED.(10) 10 T-1,S-1,S-2 CITY ENGINEER _ _ RCE No 24953 4. HARDSCAPE (NON-IRRIGATED) SURFACES.(10) 10 TAIISAIIS-2 D=SIGN T-1,S-1,S-2 - _ LA X R0 E ED 5. PERMEABLE PAVING.(5) 0 r _—.—_ — _ -- .—._ — 6. LOW-WATER TURF VARIETIES.(5) 0 T-1,S-1,S-2 •PSI• LANDSCAPE ARCHITECTURE/PLANNING 7. MULCH PROVIDED IN NON-GROUNDCOVER AREAS.(5) 5 T-1,S-1,S-2 - 31726 RANCHO MEJO ROAD, STE 206 --- 8. SOIL AMENDMENTS.(5) 5 T4,S-1,S-2 NORTH --- -- DRAWN SAN JUAN CAPISTRANO. CA. 92675 SHEET S.•Nl (949) 248-1993 — �' OF 12 TOTAL POINTS CLAIMED: TO >> _____-__ _ _ —____—__—_--__ __---_ -- FAX (949) 493-0706 (MINIMUM POINTS REQUIRED): '. (60) 1 — 30Y _ CHECKEG DRAWING NO. DE'�GkIPFION OF RE`✓ISIUNCE NO B.H. DATL _— RLE NO 41.35- L- i SHEET OF - SHEETS i i I I EYEBOLTS. 5/8" DIA. EYEBOLTS IN LEAD SHIELDS INTO 1/2" DRILL HOLES. 1 + PLANTING NOTES 12 GA. GALVANIZED WIRE: SECURE R O� ViNE TO WIRE WITH NURSERYMAN'S TAPE. STORM DRAIN/UNDERGROUND \ NOTES: UTILITIES SCR 1. REMOVE NURSERY STAKES // 2. P� BE PLUMS AND 1. CONTRACTOR SHALL NOT1FY THE CITY AND LANDSCAPE ARCHITECT OF Si r EL 3. STAKE TREE PERPENDICULAR I CQNDiTIOifS WHICH PREVENT INSTALLATION PER PLANS AND TO PREVAIUNG WIND sreclnCATIONS.ccoNTRncr RESPONSIBLE v OIL SHALT. BE RfS ONS BLE FOR REMOVING I AND RE-INSTALLING IRRIGATION EQUiPMENT, AND REPLANTING AREAS ' WHiCH ARC NOT INSTALLED PER PLAN AND SPECIFICATION z SIDEWALK UTILITY ^ �i 1 w E I N S.L 2. CONTRACTOR SHALL FOLLOW THC DLTAiL$AND SPECIFICATIONS FOR SOIL _ • • • I v Q PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL i CURB AND GUTTER-/ ME ER 10' S' \ wi �AS � PLACED E ON E REQUIREMENTS. MIN. TRUNK TO ALLOW FOR FLE\� NOT 30 OF HE TREE-IV TOP OF STAKES BELOW 3. CONTRACTOR SHALL FAMILIARIZE HIMSE•LNIHERSELF WITH ALL ' NOT SO LOW AS TO ,ASE HEAD OF TREE whQtE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. TME HEAD TO DROP.�1 MAIN TRUNK UNDERGROUND UTILITIES,PiPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE • OF aTIES SPACED 24- RESPONSIBILITY FOR THE RFAtWRELACEMENT,AT NO TO THE CiTY,APARTATTAC � GALVANI R 0 W SCREWS TO e' LODGE POLES. ANY DAMAGE OF SAiD UNDCRGOUND FACILITIES. SIDEWALK L1 z j 2' DIA LODGE POLE PO4E STAKES WITH MOOD PPESERVATIVE STAIN. .. QFH I DRIVES.L. 0 Mir u , A """"',OL F Po moN 4• NO PLANTING-SHALL BC DONE UNTiL ALL OPERATIONS iN CONJUNCTION LLAAPPROACH I �] 00 `9 � STAKES OUTSIDE ROOT BALL EYEBOLTS FUTURE USE s' x s' CONCRETE VINE CORS — _ it ARBOR GUARD M TURF ARES AMWITHTHC INSTALLATION OfTHE. SPRINKLER SYSTEM- IIAVG DII C IN TURF AREAS ONLY. CJRE AND GUTTER- FRONT YARDS. COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED, T111CPLANTING WALL ANGLE BACK TO WALL. TRUNK OF 5 5 ��/. 10' � F RRVE oo+TBkLcL�ro DIEND 2' AREAS HAVC BEEN PROPERLY GRADED AND PREPARED AS SPCCIFICD,AND VINE, AND REMOVE STAKE WHILE MIN. MIN. #c FINISF- GRADE SECURING VINE TO WIRES. TIGHTLY COMPACTED 3' BERM TO FORM TATE WORK APPROVED BY THC CITY. NDERGROUND WATERING BASIN FOR RIMDENTML AND STRUCTURE Cg. GROUND COVER INSTALLATIONS LOCATE REFER TO STANDARD DRAWING CATCH BASIN "SIDE OF P-ANT 1, BERMS IN TURF S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY ELEVATIO 506 FOR PLANTING REQUIREMENTS. TRANSFORMER VAULT. �r E. REANovED PRIOR To CITY AND LANDSCAPE ARCHITECT PRiOR TO INSTALLATION. FINAL LOCATION OF . ALL PLANT MATERIAL SHALL BESUBJECT TO APPROVAL BY A NOTES: # 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CiTY ENGINEER REPRESENTATIVE OF THE CITY PRiOR TO EXCAVATION. 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.OF.SIGHT • CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND=REPLACEMENT OF WALL j 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st ROOT BALL ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMiT OF WORK,THAT iS PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. 1 NATIVE BACKFILL WITH No A DIRECT RESULT OF THE LANDSCAPE'CONSTRUCTION AND>OR HIS SUB- 6" X 8 ONCRETE VINE COLLARS 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND l ROCKS GREATER TMW 3- OM IN TURF 5 ONLY. FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY _i I` 1 CONTRACTOR REPLACtt�fi� a ITEMS S14ALL BC EXACT DUPLICATE 01' ANGLE TRUN OF VINE BACK TO WALL OWNED WATER & SEWER LATERAL LINES. 4 NATr4 SOIL UNDISTURBED ORIGMAL WORK OR PLANTS,UNLESS OTFFEILWiSE APPROVED BY THE CITY. AND REMOVE KE WHILE SECURING 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. VINE TO WIRES. 6. STREET TREES APE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE l_ TWICE ROOT Blit WIDTH7 QUANTITiGS SHOWN ON TME LEGEND ARE FOR ESTIMATE PURPOSES ONLY. PLAN VIEW ENGINEERING DIVISION. r FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BIZ OOVE•RNCD 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY BYTI'IE INDICATED PLANT SPACING REQUIRED. - STANDARD PLANS. f. WHENEVER SNRuWcROUNDCOVCR AREAS ARC ADJACENT TO TURF AREAS Olt PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE 7 NON—ADHERING VINE ATTACHMENT DETAIL 4 TREE PLACEMENT DOUBLE STAKED TREE — 5 GALLON — 24 " BOX AREAS,ACONCRETE- HEADERisREQUIRED,PURSUANTTOCITYSTANDAiLDS CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN 510 CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 501 CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 502 AND DETAILS HEREON. 9. CLEAN-UP SFIALL TAKE PLACE ON A DAiLY'BASiS UNLESS OTHERWISE APPROVED BY THE CITY. TRUNK I* G EATMT" _j_( ) 10. TETE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. THAN °"M FINAL SOiL AMQJDMENT TYPES AND QUANTiTiCS SHALL BE BASED ON SOIL ONE HALF OF SPACING U TEST RECOMMENDATIONS-(SEE SPECIFICATIONS). ROTOI IL T}iC RCQUiRLD SOIL AT LIMIT OF PLANTER AREA REQUIREMENT TYING PLAN SOIL AMENDMENT'S V INTO THE }IG RLQUIE'_ED RATES PER 1,000 SQ. � TIGHTLY COMPACTED 3" BERM TO FORM n ^ w �• • DEPRESSED WATERING BASIN. \ v U 4 CY.NITROGEN STADILiZCD SAWDUST TOP OF R_OOTBALL TO <" W000 CHIP MULCH. NEW RUBBER HOSE OVER WIRE 1201BS GYPSUM EXTEND 2 ABOVE AT POINT L CONNECTION. 123 IDS GRO-POWER PLUS FINISH GRADE Eo�vYAPOUND TREE SPACED \ / CL 20"x"0 WHITE PVC PIPE 11. LANDSCAPE AREAS SHALL RECE•IVG 4"OF WOOD CHIPMULCH UNDER ALL EDXTE o 2' ABOVE TO TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVE•R AREAS, FlNSH GRADE 'ARDOR CARD- OR EQUAL IN PURSUANT TO CiTY STANDARDS AND DETAILS HERL•ON. GRADING TURNBUCKLE (TYP.) TURF AREAS. OPERATIONS SHALL ACCOMMODATE T1 IC MULCH. CONTRACTOR SHALL / TURF TIGHTLY NG � SUDMiT.A SAMPLE FOR TATE CiTY'S APPROVAL PRIOR TO PURCHASE AND RESIDENTIAL AND GROUND -, PLACEMENT. S1'IREDDED MULCH IS AVAILABLE FROM: COVER N�1L1'T'°'� MULCH AVAILABLE FROM: NTRAVAIA SAND AND ROCK`ULCH N�N��TER. ROOT BALL UPLAND CA. (909) 982-6713 I—i PLANT PIT TO BE (2) TIMES THE —i I I—III—III—!I I-- WIDTH I�i I I I—III WIDTH OF THE ROOT BALL. RooT BALL 1=1 11=1 I I-1I 1=1 I f=1 11=1I I�i = ATE NOTE: —III=i I=1 I I-1 11=III=1 I I-1 III=I THAN } D"YETER I - – Ir_ DUCKBILL ANCHOR t _ -ar; ( -,I I-I i t-I I I-I I I-I I!-I I I- I-�I I- j' - - .- NOCK BACKFILL WITH NO PLANT PIT TO BE 2 1• ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL ROCKS GREATER THAN 3• BVL EOUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON _ DIAMETER. TIMES THE WIDTH OF ROOT UNDISTURBED NATIVE SOIL SEE LEGEND FOR SPACING REQUIREMENTS. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UNDISTURBED NATIVE SOIL. NOTES SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER - L. INSTALL GVYs NAND TAUT To HALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING PREVENT DEFORMATION OF LOAM 2 WERE SHALL BE CIAAPED OR FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. NOTES: WIRE SH NOT CLAM. 1, UNTANGLE MATTED ROOTS BY LOOSENING AL'. ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES Of ROOT BALL. DO NOT CRACK ROOT BALI. TOP V" OF PLANT MATERIALS. PANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ON!Y. g SHRUB & GROUND COVER SPACING 5 CONTAINER PLANTING 2 TREE GUYING DETAIL 36" BOX OR LARGER RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 508 RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 506 CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 503 N ^ W E �` v �NDSCgA 5 Qe ^ v 4" OF COMPACTED WOOD CHIP �` wG�Rphiy 9C' v� v MULCH. 4 3 HARDSCAPING (CONCRETE HEADER, vvv Z TOP TIE TO BE PLACED AS LOW CURB GUTTER, SIDEWALK, ETC. FINISH GRADE TOP OF STAKES BELOW HEAD AS POSSIBLE ON THE TRUNK TO TOP OF ROOTBALL TO EXTEND 2 ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH A90VE FINISH GRADE OR ALLOW THE HEAD TO DROP, BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERvITS. ORIGINAL GRADE \ �� MAIN TRUNK NATIVE BACKFILL WITH NO ROCKS 12' ! P VI T-- _ GREATER THAN 3" DIAMETER. C I X n (2) SETS OF CINCH TIES SPACED 24' APART ATTACH WITH II' F 3 BERM TIGHTLY COMPACTED IN ( \ GALVANIZED SCREWS TO 3" I-III _ PLACE TO FORM'WATERING BASIN. - OF C^4` LOOGE POLES. =1I -I � w 12- MAXIMUM �/) Z h / 2" DIA. LOGE POLE PINE STA<ES I (—� —III= � � — _ __ _ — _ _ TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN' I—III— 11� �-=1 I=i i I I—I I�I 1- 2" ABOVE FINISH GRADE DRIVE A MIN. OF 6" INTO UN- I I-I III—III- — -I I I—III=1 I I--)I I=I 11311 1=1 1 1=1 I I=T DISTURBED SOIL AND POSITION STAKES OU'SiDE ROOTBALL I —" ORIGINAL GRADE I 3' BERM TIGHTLY COMPACTED i_I ROOT BALI 1 I_I SHOVEL CUT EDGE COMPACTED PLANTING DETAILS IN PLACE 70 FORM WATERING NATIVE SOIL _I I_ BASIN. LOCATED OUTSIDE OF -I I I- 11=(I(=1 I I PLAN i PIT I-III=! I-III-III-III-III-III=III WIDTH OF TO BE THE ROOT BALL TIMES THE CITY OF RANCHO CUCAMONGA -1111-I I -III -! I I-i I1=III=III-1 I I-III-I i I- �'1 1 11 l II I l II I I_ NATIVE BACKFILL WITH I I -i i-i I I=I i I=1 i I=!i I=1 i I=I i I i I- M A S T E R C R A F T HOMES NO ROCKS GRcAT_R _ NOTES: THAN 3' DIAMETER -III —I I I I-1 I I—I I I-1 I a I 1-! I I I I-II I-1 — ROOT BALL III—�I :I I 1=1 I 1=1 I I-1 I 1 I (=1 I I I 1=1 11= 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL WILSON AVENUE TRACT 14380 I/�/n SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. PLANT PIT TO BE (2) I III J I��!/'1` —I 117:THE WIDTH OF /111 ))) `( 11 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND TH ROOT BALL. UNDISTURBED NATIVE SOIL. INTO EDGES AT GROUND COVER AREAS. I�IIlI-1Ii-I -_I -_ I I-IIIIIII�I� LANDSCAPE MAINTENANCE DISTRICT =111=III.III: III-111=III— I=111=III=11 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACT10N. I—III-1III—I —II1=1II-1I III— I1--1I1= 4. PLACE NO MULCH WiTHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. PLANTING DETAILS -11!�I I I-i 11=1 I i-1 11=1 11=1 I f-1 I r�i I f=1 I �I`'--I I ED 11=111=1 11=1 11=1 I 1=1 11=1 I 1=1 I I= NOTES: APPROVED B Y - DATE:� �' UNDISTUR3E0 NATIVE SOIL. III—III-111=III=111=III=III=111—III—II 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE —1 11—III-1 1 1=1 1 1-1 I E OF ROOT BALL. DO NOT CRACK ROOT BALL. I I-i I I-1 CITY ENGINEER RCE NO 24653 -1 I I-111 NOTES DESIGN t. REMOVE LANDSCAPE ARCHITECTURE/PLANNING t, NURSERY STAKES REQ AIDED 2. STAKES TO BE PLUMS AND PARALLEL LAN T 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. DRAWN 31726 RANCHO VIE 10 ROAD, STE 206 SAN JUAN CAPISTRANO. CA. 92675 SHE I S.M. (949) 248-1993 ---- - - - L— 7 FAX (949) 493-0706 OF-12 9 DOUBLE STAKED TREE ON SLOPE CONTAINER PLANTING ON SLOPE MULCH INSTALLATION -�. CHECKED DRAICE NOWING No. CITY OF RANCHO CUCAMONGA STD. DETAIL. STANDARD FLAN 505 RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 507 CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 509 DESCRIPTION OF REVISION DATE APPROVED B•H• DATE FILE NO / JS_ SHEET �� OF I Z SHEETS NOTE: ADD ADDITIONAL CONDUIT FOR FUTURE LIGHT POLE IN NORTH PASEO. (CENTEX) P.O.C. CONNECT TO EXISTING CENTEX METER LOCATE PER CITY INSPECTOR CONNECT TO EXIST. METER PED. 100 AMP MAIN 2-20 AMP CIRCUITS 220 VOLT r ( (( ADD CONTROLLER WIRE AND SACK TRENCH TO CONTROLLER'D'ON DRAWING NO. T' PVC CONDUIT. I/i 1488 SHEET 5. 4# 10 THHN CONDUCTORS 1#10 THHN GRND. "A' CIRCUIT # 1 & 2 (6 CIRCUITS AVAILABLE) INSTALL PHOTOCELL ON SERVICE PEDESTAL / CONNECT TO WATER METER LOCATION'D' (ALL EQUIPMENT IS EXISTING)METER i �- `I� MAXIMUM I DEMZE 1 /2" AND 30 GPM r t - P _ -� ' STATIC PRESSURE 94 PSI ' i DESIGN PRESSURE, 69 PSI / 1.. t HYDRAULIC GRADIENT N/A ' y WILKINS 500 SERIES PRESSURE REDUCER 2" (Iv CLAYVAL 136 ACSKC MASTER VALVE 2" S4- /l Y FEBCO 825Y BV REDUCED PRESSURE , BACKFLOW DEVICE 2" J LEGEND: FLOW METER 1 �,• _ 3 1$m 4 612 CONTROLLER LOCATION'D'CALSENSE ETI-I2-DTR2 5-1 TREES 1 • � , 5 � z '1 ENCLOSED IN A STRONG BOX 24SS/120V •I 8 i ' ` FIXTURE SCHEDULE , 3 I _ RAINMASTER PIG-TAIL 24C INSIDE THE ENCLOSURE. • _- NAME SIZE - SPACING QTY. TYPE �A�> _ CONTRACTOR TO PULL 4 STATION WIRES TO THE 0 LIQUIDAMBAR STYRACIFLUA'FESTIVAL' 15 GALLON 25'0.C. 7 '',� CONTROLLER IN ADDITION PULL 2 EXTRA ORANGE ; SWEET GUM MANUF. SPAULDING = WIRES TO THE LIMIT OF WORK LINE. z 2 i t DESCRIPTION �\ 111 - LAGERSTROEMIA INDICA'MUSKOGEE' 15 GALLON 25'O.C. 5 e , ` i CAMBRIDGE LIGH - _ q 2 i CRAPE MYRTLE O "A" CIRCUIT # 3 & 4 I," —I 1 SEE SHEET L-10 FOR r _ v -7p -75 5-3 VINES ELECTRICAL DETAILS - PARTHENOCISSUS TRICUSPIDATA 5-GALLON 15'O.C. 28' I _ J A iii,/� /' / Ir8C) 706 , + i r' SHRUBS - t4 HRUBS r. 2 ,4° LEGEND: } `_ l ISIZ -- 2 - C -VIDEST BOULDER DN OF 1: q U _ — NAME 5 GALLON 5' 0.C.ING QTY. ' DIETES VEGETA ( PROPERTY LME WALL S-1 1 SEE CONSTRUCTION PLAN - FORTNIGHT LILY FOR LOCATION 8 AMOUNT OF f 10 w I j e i BOULDERS REQUIRED. COBBLESTONE 8 Z- ' 2 FINISH GRADE I , • 1 2 � LANTANA MONTEVIDENSIS'DWARF WHITE 5 GALLON 4'O.C. 108 3 COMPACTED SUBGRADE @ 90% ` S-2 LANTANA " I 'I 1110 l CI•I A ���.1•• :J a `� { _Id �'' '� ' `� Q r \ JUNIPERUS SABINA'BUFFALO' 5 GALLON 8'O.C. 12 _3[M 3 BUFFALO JUNIPER 3 "A" CIRCUIT # 3 & 4 t \\ SPRINGTIME 5 GALLON 6 O.C. 43 O ,o w 1 ;, 8 - � uA RHAPHIOLEPIS INDICA' _ 53 0 O9_-0" I 6'-O' 8 -0'' 3'-0 S- INDIA HAWTHORN J O T NOTE: ALL BOULDERS SHALL BE SET UNDER DIRECTION i i OF LANDSCAPE ARCHTECT AND CITY INSPECTOR. � SECTION A A 3 3, j ��'. : I I• — N.T.S. SET BOULDER 1/3 OF DIAMETER BELOW GRADE SCALE N.T.S. 5 S-Z j S-I PRESSURE CALCULATIONS ` - 6 30 Water Meter t I Size - INSTALLATION L Q R I N S Elevation -►� . l / i -BOULDER U L D E 1 5-4 Static Pressure:High �4 Lo` 0 5 Source of Informa lion END OF _ 2�D u Phone Number RETAINING WALL o %\ Date of Information H.G.L-Mean Elevation (Required if static .4 �� 0 Pressure Un)vx>«n) 1= - 1 �A �/ 0 ? to Water Meter Elevation _ X .433 u _, I� 1 , • z \ ,�; Remote Control Valvc R D_ _ Size Maximum Demand G.P.M. Ihcswrc,�ll C,VsI Ik•n,,d 1 7h4_— I \� 2 rs.t. �OlDSCAPF ?� Size Item P.S.I.Loss 3 hQ. P�CFtA R( _1 '11K s 11/Z Water Meter 2 ,+ c Press.Reg.(Fall Orr° O \ 9 1 jTl -- R.P.BackBow Device Y \ \ _ '-�� C� VV \r/ /✓ 1 / ate Valve(s) 2 i � y Main Line \ �, k i' \ Main Line 1 \` R.C.V.Assembly t ._� ��9 G:,e �'�► \ , / O '✓4" Lateral Line Loss O / Lateral Line loss 0 -- OF CA�-F - \�Q ✓ , Lateral Line Loss s-"T / Elevation Change - 7Q. Fittings Loss(10SG) 3 4 -Z.9•B5. y Losses: / Pressure to Operate Head: , Total System Total Pressure Required OLowest Booster ttak Pressure AvattaDte: �.. PLAN SHRUB PLANTING PLAN Pre•dualW ter Pr ssure:re(IfRegvire� 3 ELECTRICAL SYSTEM DESIGN IRRIGATIONResidualWalerPressure: TREE & VINE CONSTRUCTION PLAN City Required Residual WhterPressure 15-20 P.S.I. �± CARL DAWSON - ELITE ELECTRICAL 1;Z;Z 1( AT 1 SN .1 LESEN In PLANTING PLAN STATE LICENSE NO. 418242 S*T 50" r,IPs. "ODES NO. DESCRIP"0 R.aO. G="'' P&I PASEO RAr� 18WSAM4PRS-PA-80-1401 FLOOD BUBBLER NA 25 30 CARL DAWSON DATE RAINBIRD 1812-SAM-PR9-1t9Q QUARTER B=RAYµFAD 10, 39 30 CONSTRUCTION NOTES: RAIN51RD 18124AM-PRS-1mH HALF SPRAY HEAD IV .19 - PASEO-ALTURA & NORTH OVERLOOK DRIVE 1. STAIRS PER ENG. PLANS RAIN51PD 1812-SAM-PRS 1mF FULL SPRAY HEAD 10' 158 3t9 2, BOULDERS SIZED AS SHOWN. SEE DETAIL'B'THIS SHEET. �. o 3. RIVERROCK COBBLE PER DETAIL 542 SHEET L-2 (� RAINBIRD 1812-SAM-Pas-15Q QUARTER SPRAY HEAD Ib' .92 3m �' > n RANCH CUCAMONCA 4. LIGHT PER DETAILWTHIS SHEET. RAINS!RD 1812-SAM-Pas-15H HALF SPRAY HEAD Ib' 1.85 '� fCITY �-/ O 5. RETAINING WALL PER ENG. PLANS ;ZXNBIRD 1812-SAM-PRS 16F FULL SPRAY HEAD ib' 3.70 30 6. 8'CONCRETE SIDEWALK 7. PLANTING AREA RAINBIRD 1811-SAM-f°RS-5Q QUARTER SPRAY HEAD b' .119 30 8. SIDEWALK PER ENG. PLANS 8 RAINBIRD 1812-SAM-PRS-SH HALF 6PRAY HEAD b' .20 30 s`• �, y o „ n� " M A S TE R C R A F T HOMES 9. 6'CONCRETE MOW STRIP.PER DETAIL 534 SHEET L-2 10.HANDRAIL PER ENGINEERS PLANS. RAN83M 1812-SAM-PRS-M QUARTER SQRAY HEAD e' Tb 3m ,. � , �L � r TRACT 14381 RAIN8IRD 1812-SAM-PRS-8H HALF SPRAY HEAD a' 52 30 +, RAINSiRD 1812-SAM-PRS-eVAI�_ , VAN&PRAY HEAD V .12 30 A.c `• 3 � ems-•�.' _" ++ >' +� y 31 LANDSCAPE MAINTENANCE DISTRICT �{41N8IRD Ib12 5,1M PRS aF Ful.l�S1�lY F+ A d' o•w,,•'w 10 • - + ., + n >' >• w n >o->. r, r n n ' NORTH AREA SUMMARY prMN b Wf2-sAt-Pes 155 -F sT�IPsP Y HD4D 4'x0' 1 21 30 PASEO LAYOUT. LIGHTING, PLANTING & IRRIGATION TOTAL AREA: 9120 sq. ft. 100% -- 4' WIDE SIDEWALK: 1200 sq. ft. 13% � RAINBIRD E=B-CP-PRS-B RE'-COTE L'.GIJTROL VALVE. - 81z><S INDICATED. —' "--' wlLsoN AVE APPROVED BY � DATE: 4' WIDE ADD'L. HARDSCAPE: 1200 sq. ft. 13% ►� WATTS 2-1/2"CsATE vALVE SERIES 403-RT-RW COBBLE: 1880 sq. ft. 21% O IzAINl31fzD 33DNP 6LVICK C,0Vn.Fh CITY ENGINEER — RCE NO 24953 PLANTING AREA: 4840 sq. ft. 53% LATERAL LINE SCH. 40 12" MIN. BURY-SIZE PER PLAN DESIGN RE 0 DED MAINLINE SCH 40 1 YV AND SMALLER, CLASS 315 2"AND LARGER-MIN 18" BURY NORTH B.H. LAN TE X PVC SCH. 40 PIPE SLEEVE-SIZE TWICE THE DIAMETER OF THE PRESSURE LINE LANDSCAPE ARCHITECTURE/PLANNING — PVC SCH. 40 WIRE SLEEVE 2" DRAWN 31726 RANCHO VIEJO ROAD, STE 206 SHEET S.M. SAN JUAN CAPISTRANO, CA. 92675 S.F.AREA IRRIGATED CONTROLLER STATION 111-201 (949) 248-1993 L�_OE 12 GALLONS PER MINUTE VALVE SIZE CHECKED Fax 949) 493-0706 DRAWING N0. DESCRIPTION OF REVISION DATE CITY RCE NO APPROVED B•H• DATE _ FILE NO SHEET - OF SHEETS 503 Ground Cover Cwound Cover: Provide Found cover of the species shown on plans. (kround culler shall CITYOF RANCHO CtICANIONCA vilriting It,tile City o(Rancho Cucamonga at fix-conclusion ol'tlw project that this be established and well rootod in flats or similar containers scr%icc his been rendercd Ali) items deerned not acceptable by flit of Rancho I (09 Material wild Labor Releas"- PLANTING AND IRRIGATION SPECIFICATIONS in trench without-oreqs or stretching wire conductors. lkicklill I Intler Ila%Ing: at time 504 Mulch shall he re%%orked is) tile complete sati%laciton of' tile City of Rancho Mulch Shall be of compacted wood chip fiber. I Impnicni lo tic I urnisbcd !,ilk 11 ;76 Connector%Latin, J rellebe, pa%ing.asphallic concretc,or concrete will he ticallionga I 1pt)n completion ofilit work.the Contractor.;hill pocvc, it,the City.signed laboor and 5.05 Coordination All vii,es%ball lit-ti-le- ,S --Packs.Rairshird I 1uppIN s I part f this contract the 1011ovi mg lools Snap-I Ile%%ire connectons.,or arrimcd equal 'Aakc onl% tine splice %%-till each fae101 he backlillcd with (a I;ocr I'otir(4)inch" the Pirtle arid six maicrials releases for all work perl'ormcd under Site Development A Do not have plants delivercill to the job site until site colnilitions are ready for SPRFSKLER I*ION SPECIFICATIONS I-') is special lools required for disav%cinbling and scaling pack (6)inches ths;rlpc�oalld collipacled',I it) compaction.using mantial I lie Contractor liall llv%idence its tile('if% of'Rancho Cucamonga that tile Cily has adju'llill;cach t%pc t prinkler and vabc supplied tit this project or mechanical tantring dc%ices reccived all chans.recorJdra%%tnrN,and equipment s re4titred liclore final site anti(Ican-up planting lf'planting is dcla%od,keep plant roots moist and place in a sheltered location protected from the sun,wind,and other damaging elements PAR.I I -LIEN) KAL I 2)lour-lool%.it,c kc)s for peral Ion it galc%.it%es Fluid plice�1,cmccri ilic auioniatic comronerand c1cciric conin,l ill no,I%- compaciton tit tile existing adjacent undisturbed soil and shall be lel'i in a frm it Ion call twccor B Soil Preparation and fine grading shall he completed and trees and shrubs installed I%%0(2)kc%%lor cich uiomitic controller prior of tile Cit% of Rancho tomielding condilift All trench"shall he tell litish%%till the djoining grade I lie Removo:all materials fincluditig exca%aled material classified as unacceptable soil material). I�01 DESCRI H ION" d ()tic(I)quick coupler kc% aiid matching host lor ever-, live IS)of (it.wrisclor sh.ill set lit place.tapand rrc%stire test ll pipiog tiodcr paving prior ill lite o %I I 1.OBSERVA I ION SCI IFIX ULF liash nd debris pciverated or coicouniered duritig lite course'of landlicape construction.anti legally prior to bedding plants and ground cover planting Iliercol'ol each INt P.1%I III;%% I k th%posc of it During the ill file work.remove surplus material% iroill (lie ale leav' 5.06 Installation �ric ol'quick coupling valve installed K Autonialic Contiolicor e Plant ground cover and bedding plants in moist soil and space as indicaicxl on plane 2 1 tic abin c mentioned cquirillcill shall tie turned it%er to tile Cit) it file conclusion A. I'lw Contractor%hall be res.rx)nsible for notifying the City of Rancho Cucamonga lit dvance premises lit it local and clean condition Clean up and remove all remaining debris nd surplus Each plant shall be planted vi,ith jU;proporlionate amount of soil so as to minimize root Scope f%%ork I'll,%ideall labor,materials.transrx)rtition,anti scry ices rwccs%..Ir)it,fumish it[ilic project liclors: final observation call occur. c%idcncc that tile CI(N has I -;half bettl st/c andl%pe shown tin the Drawings (;cnerall%. piping tinder existing %%allis is done b% lacking. boring. or hydratilic lor the follo"ing observation meetings.according to ill I c time incticatel.F maierials upon completion of work.leaving ilk-premises ricat and clean I lie and Install lite Irrigatioc`�%�le'n is shown oil file I)ra%%ings arid described herein tiks and'or concrcie is tie.ces,.lar%. upon the re4ticso of file Inspector site shall he cleaned disturba recci%cd material must hL hown it)the City ill Rancho Cucamonga. dro,ing.bill%%here any cutting or breaking tic,*' Soil moisture shall be such that soil does not crumble when removinti.plants 10 Slamlards All work oid mi'mils shall compIN %%till goveming codcs. %aluty orders. 2. Final hwalioll(it aillonlatic controller(s)shill he appro%cd b% the City of'Rancho it bu dolle and rcplaced b% the Contractor as a part tit the Contract cost I Pre-Joh Conl�rence-7 dys rom container staodards. nd regia'aiton,. ind meet till: mininium re4uircinents tit' the 'Standard I (W PRODI,CI DI I IVI RY.S I ORAGI I ND HANDLING Permissitio I(,cut or break idewalls,and tit concrete shall he obtained front the City PAR I L XFCt I I Rcgradc planter areas after planting to restore smooth finish grade and to insure proper SpccificitionN I it Public T-W-Consiruction(Gorccii Book)latest edition ill'Rancho Nil hydratilic ri%ing will lic permitted under concrete 2. Pressurc suppf\ Iine installation-24 luitirs surfacedrainage A 4"laver of mulch material shall be spread over the entire planter area A. I Lindlingol and filling%: I-lie Contractor is clutionted to e\crci%t cam tit handling. UnIess othermw noted on the Drawings, the 120 %-ill[ electrical ptivver to each pit\III,-- lot Protection anct griodc is established Wafering shall begin immediately after mulching (Grading 1 02 Q11 I N' RLQ1 11RENILN I S loadinu.tioloadnig. nd sloiing PVC pipe and lilung% All PVC piric shall be transrstined in controller location is to lie furnished h% others. I lie final electrical hook- Lateril fine arid sprinkler m%tallation-24 hour% Keep ail plant nuiciiil dch%cred its lie,it Iwilih% :ondoion for planting Plants shall not he shall accommodate the mulch a\011cle which Ill,:length of pipe to lie flat so as not to subject if to under b-criding tip hall Iic the responsibilit\t4the Contractor Refer w0i% Stmd,ird 120"Imich ReNtir"when mthin City streets sus-eptible to llowed it,tin out Marc loot tock hall he-&-paraied anti hcelcd-on,in most earth or other suitable 5.07 Protection ,it I :oriccnirated external load ill any point Ali\ ofilipc that his hLen denied or tralfic loads. 4� Automatic cowrolicr installation-24 hours inaierialumilplanting Ba I led and hurlapped plant s sha I Iha%c ro,it Kill covered w ith mot st siwd I,%I. Erect temporary-fencing or homers to protect planted areas from darrafte prior ill final cc, I lie shall btain arid pay for ail\ nd ill fictitious and all damaged will he i,xardvd.and ifinstallcd.shall lit,replaced itill ncv,piping Ficciric Control Vahcs: 5. Control wire installaiion-24 hours wikid chips or other suitable material until planting acceponoe \Ijilulacturer's anulicitirer's dircclion% nd detailed drawings shall lit- I 0i SlIBS I I It I I IONS 1. All ckciric control%ahcs shaji be file%irne store anti type shown(in the Drawings. PART 6-WLLD ABAT'EME in %%Ilcre the 111i'liulaciurers ill'articles used lit this Contract furnish Routing ofsprinkler irrigation lines as indicated oil the Drawings is diagrammatic. 6. Pressure supply how and lateral line testing-48 hours 6.01 cope of Work directions cmering points lit)[shown lit the arid Spec I lcat lolls 11 tit,: Contractor "ishes it, ubstilute anN equipment or materials lor the equipment or All electric control valvL-%shan h;i\c;I man6al flow adjustment. Install lines(arid various aswiliblies)in stich a manner s to conform w ith tile details Detailed layout of'plant%%vithin the planting areas%hill bt:rwrlrmed by Coniractor and approved Provide 311 material,equipment,and latilor necessary to perform all work as indicateld on Materials listcd till file I)rj%%ings and Specifications.he mail do so by providing the lollovving in the Drawings. 7. Coverage test-49 hour% b% file Landscape ArcluiLvi and City prior it,planting. plans,as reasonably Implied and as delineated in the specifications it)file Cit\ f Rancho Cucamonga for appro%al pro�ide and install tine control valve box lr exit electric control valve 6.02 Quality Assurance Ordinances and Regulaliows All local.municipal arid state laws.arid rules and regulations gmerning or relting ill ny portion ofthis%\ork are hLrcb\ incorporited into and made.1 I Pro%life a litellicill Indicating reason till making tile submitulion Use a wraralc Provide each assembly with its own 9. Final obscrva(ion-7 day s I-Aul excavated firorn planting holes shall lit mended to backfill around trees and shrubs using lite A The Applicator ofall weed control materials shall be licensed by the State of part tit these nd their provision., shall hc'carricd out hv [he Contractor heel I pap,:r lor each licill to bc submitted. X1. Control Vatic Ifo\cs following mixture California as a Pest Control Operator and a Pest Control Advisor in addition to any I lit,,%life lit i\c I itcraitirc. chiris arid flow charts for each it. When ob%cr%afions ha\c becii conducted other than the City of Rancho Cucamonga.shovi -,r licenses that are required Ail)thing contained lit douse Specificalions shall riol be constred to conflict w till an)of tile subcontract( abo%c rule%. rcgulations:or requireniefilsof[lie .title I cr.w lien these Spec I licit Ions item ill he slibstiluted I I i%L I 0"x 10-114"round box fiv all gale Carson Indtisiries#9 I 0-1 211'A ith Install all assemblies specified herein in accordance with respLcti%c detail. In evidence in"riling ol'when and h% whorn these ohscr%alions WeN made Name.On-Sitc with rock no greater than "in diarricier B All materials and methods must conform to Federal,State,and Local Regulations 6.03 Submittl, arid Drawings call for or dccribc materials. %%orknianship. or construction of- a better Pro%idc lite mount if :list,ia%ings trolls:substituted item is approved. grecti cover or appirmed equal Extension slce\c shall he PVC "ith absence ot'delail drawings or Specifications Pertaining ill specifc iterns required to Gro Power Plus.qualm.higlict standard.lit larger st/c[hall is r,:qtiircd hv live atxi\c rule, nd regulations. lie Cit%of Rancho Cucamonga-.hall have lite%(lie re"insibiltiv in accepting or rejecting iri%izc ofsix(6)inch" complete work.perform such work in accordance%%-till best standard practice with No site will conimertce without"As-Built"record drawings. The contractor lron Sulfate 2 lb�-./Cv Prior to the installation or any weed control materials,the Landscape Contractor shall g g submit to the Landscape Architect/City a list of the weed control materials and quantities the prON111011s 111 Specifications and Drawmgs shall take piccesiciics: AM ubmittal item s lit ippro%ed equal ill the equipment arid materials listed oil the prior approval Ill Rancho shall not call for a site visit without "As-Built" record drawin s. will out c mpt in IN.mings nd Specifications 2 1,I%L 9-1 2" \ 16" \ I I" rectangular box for all electric control vaNcs. Carson previously noted corrections.or without preparing the system fr said visit (To lit-used for hidding purposes onl%.venly with Agronomic Soils lest. Per&etc intended for use in controlling the weed types prevalent and expected on the site, D� Lxplanition ill Draw ings hidusifici# 1410-1211"till green holt-dov%n cover or appro%ed equal 4. PVC pipe and filings shall be thoroughly cleaned ol'dirl.dust,and moisture b0re as supplied by the Pest control Advisor Pest Control Advisor shall furnish the lndscape installation and okent welding methods%half hL its recommended by SPIFICIFICATIONS Afer backlilling,construct a 3"earthen berm its form wtering basin around each plant,to allow-ale tit file it is not possible it)indicate all offsets.filling. 1.00 GUARANI EL acturcr thorough waler-in arid e%tablishmem Contractor and Landscape Architect and City data to demonstrate the compatibility of the I Duc to tile SL .1 I isc 6"diameter x 8-114"deep round plastic\ake box for all quick coupling valves the pipe and fining mantif. weed control materials and methods with the intended planting and seed%anctics present slcc%cs.etc_%%litch Ilia\ be required. I lie Contraclor shall carefully m%csoligatc the A. I he guarantee for flit irrigation system shall be made in accordance with the attached form. Carson Industries a 008-12 with green flex-l(wk cover or approved equal. PART I GFNERAL Prior its Installation ofturfand grour-Ki cover.remove water hasins firon,a und Ire . a 6.04 Responibility and Coordination structural nd finished conditions illecting all (it his %%ork illd plan his s%ork The Ocneral Conditions and Supplementary Conditions tit these Specilcations shall he filed Oil PVC I(,metal connections.the Contractor shall work ill.--metal connections firs[ ro es nd shrubs. A Landscape Contractor is resporisibic for the erection ofall signs and barriers required accordingk.furnished such fillings.etc.as mis,be required to meet such conditions. "till file('if% prior to iccciiianct: If the Irrigation sssicill 4. I 1w. 9- x 16"x I I"rectangular box liw all electric control vvesinstalled within rellon lapc or aprrmcd equal, hill he onall threaded PVC to PVC,and on all Ill Description Iterin,in turf areas ill lit,removed prior it,City acceptance to prevent intrusion into the treated areas and to notify the public 'here Dra%%mgsarc diagrammatic and indicam c ill tile work fit he installed I lie 11 A cop�tit file Ouarantec form shall tic included lit the operations and inairlicnance manual. on-grade landscaped areas. Carson Industries N 1419-12B with green boll-down threaded PVC Its metal loints Light wrench pre%surc is ail that is required. %% B, No material or mcdW shall affect the landscape planting or hydrosm-cl germination work beInstalled it, ui-h a matinvir:is ill %oid conflicts between the irrigation ieguaranicc 10riii Ila[]Isic re-[%tied onto tile letterhead and shall contain file or arlr%ro%cd etitil threaded PVC connections are rvquired.use threaLIC(I PVC dapters Into which the [,or concrete information rel�r tit the Standard Specifications lbr Public Works Construction PGreen I-Soil.PREPARATION AND FINISI I URAI IN(-.pipe mav be solvent iltselded Book Edition rier the('it%of'Rancho Cucamrsngi� Refer to Sections 4,201,301,and 400.as.well No material or method shall tender the job site unusable for mkirc than 10 da%s from ,% architectural lealtircs date of application 3 10" x 10-1/4" round box li)r all quick courting %alves instilled within oil- Line Clearance %any other sections related to fix installation.per and post installation of concrete work,materials. tI6.05 Non-Seloctivic Herbicides 2 All ",irk called for on tile Mawings h% nte, or cL61% uch hL Furnished and structure landscaped area,;. Carson Industries Nil 910-12B with green bolt-down labor.and clean-up. Ilk-Standard Specifications for Public Works Construefion is available from: c -pecification% GUARANTEE FOR IRRIGATION SN'STEM Cover equal A, Providc ll materials and and perform all work ix-cc-4%ary for and incidental it, Non-selective contact herbicide and/or non-selectivc herbicides(as rccommended by,the lit)[ pecilcallY irientioticd In Ill % 1. All lines shall have-a minimum clearance of six(6) inches from each other and III Building News ilic%till preparmion and finish grading ofill planting and lawn arca%'as shown on plans.as Pest Control Advisor) We hereby guarantee that IN:Irrigation system vic have fumishd and installed is free from defects twelve (I 2)inch"from lines ofolher trades.with the exception of the control wire .1055 Overland Avenue rca%onahI% implied.or as delineated in ilk-epecilications 6.06 Selective herbicides lie Contractor %[tall it,,[ willfull% Install file Irrigation %%stcm s till lite in materials and and file work has been completed lit accordance with tile Drawings N. Spri ilk ler I Ic.KI, slee%c(s)which shall he installed adjacent it)pressure%uppl% line. Parallel lines shall Los Angeles.CA 9004 Selective pre-emergent herbicides compatible with seed mixtures(as rocommendesill by the %%)let) I( Is oh%totis lit file field that gradi:differences.tit and Specifications. %%car nd tear.unusual abuse.or neglec,excepted We agree to repair disercriancies in area dimension, c\Ni ilial mi-0it not been considered lit I All sprinkler heads%[till he or tile same%i/e.tyrw.and deliver the ,.-Ime rate of not be-instilled directly over title another (310)202-777S It Furrs%hing.placement and grading.of lopusif fiir backfilling ol'planicirs if required pest control advisor) dcl,cls it,Illitcrial or "hich Ilia\tic%clop during the Period oforic Near precipitation\%till thediameter(or radittool throw.pressure.and discharge as shown 6.07 Weed Eradication engincerin., ,,'*tell obstruoions tit diflurences,should tic brought to the allention(if lo-oll,date ill nd lso ill repair or replace lit\ damagc resulting front the repairing tit 1: Automatic Controller Assembly ings specified in thew special pro%isions 1 (12 Scope If in the opinion ofthc Pest Control Advisor,perennial grasses and weeds existing in the th,Cit%tit Rancho Cucamonga lit tile event this notification is not performed.tile rcrilacing of wch dclecis al lit, Add,11011,11 costs lit 111c Cit% Ac shall iiiiikc such repairs r till lite Draw Cleaning and finish grading(if planters areas and planting areas. planting areas will require control prior to removal,spray these areas per Pest Control Contractor shall assunic full responsibility foralitv rc%ision necessary. %\iihin I little.-as determined bN tile Cit\.alicr receipt tit written notice In 2 Spra) heads shall Ila\c a%Lre\\adjustment Install as rwr manulcturces instructions Remote control valves shall be connected to Furnish and install all concrete work complete as indicated on five drawings or as specified, Advisor's recommendations tile c\cni(it otir failure to make such repairs or rcill.wellicills within a reaonable time after receipt controller in numerical sequence as shown on the Drawings including.hill no(limited to the lollowing: A Prior to the installation of the imitation system remove and clear all ced and 1,01 SUBMI I I ALS of wrilicii noticc Iris,,,the("I\-wc the Cit\ ill proceed it)h.oc said repairs or replaccilleills Ri%,.-r units%hall he fililticated in accordance with live details%hown tin lite drawings. Lmsting on-sile%oils li%lcd as'acceptable'under'Site Grading'specification deleterious materials from planting areas. made at ur nd %lill Ila% tile costs nd charges therclore upon dcniand I ligh Vollage Wiring for Automatic Controller. A Furnish and set all reinforcing steel Wis. nd anchors Allow herbicide to kill all weeds Rake or hocoffall dead weeds toa depth of I--2" Material list PROJLC I -fal 0 4. Rise 11 Imported ill site for use as fill,backlill lit planters-and mounding.shall be sand1% Wow the surfaccofthc soil. Physically remove all weeds from the site LOCA I-IoN r nipples forall sprinkler heads shall he tile ame si/c as the riser opening in the I 120 \olt rixilwer connection to the automatic controller shall be Mvided by the It. Install all items required by other trades which are to be cast into concrete sprinkler IXILI\. icmured. *,ill pliis cla\ conlent ofihis soil Oull he tit)greater than 15%hN weight 'I'll I I hc Contractor sliall lumish thcarticles.equipment.materials,or proccs%Ls%pecili4.-d SIGN I c without horon content ofthis soil hall be no greater than I pan per million as measured tin the P -NANCE l: )-7 -ART 7-LANDSCAPE MAKM b%name in file Draw ings and Specilications No will tic �'yl) C. Concrete mow strips.footings for walls.fencing,Ix)sts.bunches.etc.,\%here applicable TOI Scope of Work 5. All sprinkler heads ofthe-.imc I\ric shall be[lie same trianillaclurer. -saturation extract Fill:sodium ah.sorption ratio(SAR)shall not exceed 3.0 millimohos per prior"ritien rprmal h% tile('if\ of'Rancho Cucamonga 111IONI All electrical"ork shall conform it,local codes.ordinances,arid union authorities having.lurisdiclion I centinleter it 25 C Ill rder to ensure conformance.-samples ot'llie Imported soil shall he Provide materials,labor and equipment necessary for,or incidental to,perfrroorrung all Complete material list shall hL submitied prior ill perlormingany work. Material list PARI 1-PRODL7C IS SIce\ing submitted to ail agronomic soils testing laborator). approved by the project Landscape maintenance requirement%as reasonably implied or as delineated in the specifications includc tile inanulact tire r.niodel number.and desl�riptton ofall matcrials and 11. Remote Control Valvesi A I I 111 it I%hed concrete work shal I he barricaded ill pedestrian trallic for threc i da\s Bifficadeshall Architect l0r analvsis prior ill use. Result oftesfing to he delivered to City fr approval. including,but tkit limited to the following I. Stec%ing under hrdwarse or paved area-.for mainline.lateral tin"or control wiring %oil test it,Include analvsi%mild recornmendai ions. Maintain all plants and planted areas equipollent It' be used lthough manufacturer and other Infrmation Ilia\ lit ol MA I FRIALS lit placed imediatch,aler concrete finishing. Contractor shall Fumish.place nd remove all ofhis ,It f1crent.tile follow Ing is a gmdc it,proper sub,11111,11 format A, Goicral. U%L oil[% new materials ofbrands arid I%ties notcJ oil dra%vings. specificd herein. shall hL Schedule 40 II.V C.or appro\cd equal Keep planted areas free of weeds and debris fnstafiwliercsli(�wtit)rWht.-I)rawiN% Where grouped togethmallowal least twelve own barricades. ContraCtof Shall he responsible for any damage to ne%%r construction and 0 %till Amendments or appro\cd equals I 12)inches bet"ecri adjcent valve boxes. Install each remote control valve in a i,eplacement or repair ofthe work shall he made without added cost to tlie City. Prune trees and shrubs hern No. IXLript on 'viantilacture Model Nil, 11 IlVC Ilir"sure Main[,lite flips:and Footings: Vandal Resi-tant Controller Enclosure separate vahe box. Fertilized all plants and planted areas. I llrc,,tire main line piping for si/cs 2"and larger shall tie[IV('('lass 31 5 All soil amendments shall be as specified in the Agronomic Suilithilil%tl:criilii%soils report furni%hed I BackIlim Presenter I chco 825-Y-BV I enclosure shall be ofst/e and type shown till file Irrigation Draw ings and I IW Clean-up by tile Contractor Irrigation 2 Aulonialic Conlroller 1-1-1 L4-I)R 2 Class 315 pipe shall be made from an NSF approved Type 1. Garde !. PVC Irrigafion Miail sheet. 1. Upon completion ofall concrete work and before final acceptance.the Contractor shall ratanive all 114 Soil Preparation. 7,02 Fertili7ers Litisecticitic spraying Superior ',I(K)RCV compound conforming to ASTIA resin specification D1784. All pope must mollet e 1. Afer all tic\%,sprinkler pilse lines and ri%trs are lit place and connected.all nee"-sry fools.surplus materials.aMiratus.debris.etc.from lite site and the site shall be left in a clean,local A. Commercial fertilizers with an analvlas of5-3-I-Gro-Power Plus arki 12-8-8(yro- 4 1 ic requirements as set forth in Federal Specilcation PS-22-70, with an appropriate 2 A bckhoard shall K-secured it,the controller enclosure housing to provide a base diversion work has been completed, nd prior it)instaillation of sprinkler heads,the condition acceptable to the City. All work tin irrigation systena%hill he complell:and impecied tior mcommended approval and.fine Power Controlled Release Nitrogen as designated herein or approved substitute as standard dipicrision(S.D.R I(Sol%cnt-wcId Pipe). lor niouniing the automatic sprinkler controller and terminal strip. control%ahesshall be opened and full licad ofwaler used 14)Iltish out.111c system required by the Agronomic soils report Available from GTo Power(909)391-3744 Irrigation submittal must be pectlic and complete. All item.%must by listed and 11rcssurc main line piping lor I-1,2"and%matter shall be PVC%0ledule 40%%till grading compleicil.prior to rolofilling and pror to soil amendment%%ork PLATING SPFCIFICATIONS B Ammonium Sulfate Granular form containing not less than 2 1%nitrogen and 24% should mclude md%cot.primer.wire, %ahc.bo\c,,etc. Nil copies tit %%cldcd Joint, I A I 1 7 volt durlex tx)x shall he pro%ided with an OrL'OIT switch.and a I 1 7 volt Sprinkler heads shall be installed only after flushing of' the system has beert sulfur and shall be registered as an agricultural miner,with the State Department of ation' 4, Schcdulc 40 pipe shall he madc Irons NSI approved I pc 1.(iradc I PVC compound receptacle Metal conduit shall run From tile 117 %oil suppl\ to (lie controller After rough grades lime been established.proorrin:all lawn and planting areas by tilling oryross literature cutsl re required as ubminal miorni. acconiplislicd it)tile complete%atistaction ofthe ell\ ofRancho Cucamonga. Agriculture in compliance with Article 2 Fcnih7er Materials," ection I 010 of thc conforming to AS]N-1 rcsin specification D1785. All pipe must meet requirements housing. All pimer within tile housing shall be properl\ phased PA R I I -GENERAL ripping to a depth tit'I­ All rock anti debris more than 2"in diameter shall be removed from the as bet frth in Fcdcral Specification PS-21-70. Itc�except lor areas thal are to tile sodded. in which all rock arid debris more than I"in diameter Agricultural Code I-quipmeril or Installed or hirnishcd"ithistil prior approval tit''Ile City of J. Sprink ler I leads I 01 Scope of Work 7.03 Genera I Rancho I Ilia\ he rciecicd nd the Contractor may hL required its renlOW 5� PVC solvent-%veld fittings shall be Schedule 40,1 1-1 NSF approved conforming to 4, A tenninal siripshall he pro%ided.clearly indicating the proper points ofconnection shall he rcm0\Vd. such materials Irs"ni llic',ile at Ill, w n c\iWnw, ASI fill test proccdurc D2460. of all appropriate wiring(station vihcs.mister valve.common.central control). Maintenance shall start unmediatel)after landscape Irrigation and planting Maintain all plants and planted areas on a continuous basis as they arc Installed during the I Install tile spirinkler heads as ticsigrintLd till the Drawings Sprinkler heads to be Contractor shall provide all materials. labor and equipment incidental to and necessary for \ppl\ ,spread,and rololif in ll %oil amendments as recommended it,a depth of 6" Water area 6 Sohent ccmew arid primer for PVC okcrit-weld pipe abd footings shall be oftypt: installed in till,vivork shall be equivalent in all rc%rwcts 141 those itemized. completing all worli.as indicated on the drawings,as reasonably implied,or as delineated I'll the progress ofthe work,and continue to maintain them unhl final acceptance oftotal project arid installation methods prescribed h\ the manufacturer Q, Mi%Lellancous Irrigation Fquipment thoroughk after rototilling is complete Incorpiwaic event% into the top 4"to the following for 4 Appro\al if ill% item.allcritativc or indicales only that the product tit Specifcations as follows. Replace any dead or d)Ing plants as directed by the landscape Architect and Cits, prodtIctsapparct.ill\ meet the rciiiircmenis tit lite Drawings and Srsccification�oil the 7. All PVC pipe must bear the lollo\%ing markings Spacing oflicads shall not exceed the maximum indicated on the Drawings.' In tit) each 1.000 square I-cei of planting area. reprenentatiVC Isais?k oftlic inlorination or%imples uboutied it inulclurer's name Refer to the Irrigation Plans for sizes anti types of miscellaneous irrigation case shatl the spacing exceed the maximum recommended Is% the manuraclureor Standarxis A Irrigation.Operate irrigation system on an established Program to maintain all plants b, Nolillilal pipe size equipment, 4 cubic%ards f nilrolized Redwood or Fir shaving oorequal and planted areas in a healthy.condition. Irrigntion system run-off shall be kcrof to a 2W Itis of or lrrrn\-ed equl waffinlies shall not relieve the Conitactor offlis liabilitv under tile C, Schcdulc or class ORARY RrPAIR9 11 wor and materials hall comply with governing codes.sal'el\ orders.standards.and regulations. 'Stem guaranice Stich warranties shall onh upplement tile guarantee d Prcssurc rating in P.S.I. 1 All miscellaneous irrigation equipment shall be as specified or approved equal A minimum Damage to Irrigation sN resulting from maintenance and equipment repairs as necessary and I lie Cit% rcw. rves the right to make lemporar% to keep the�prinklcr system meet the minimUni requirements ofthe'standard Specifications For Public\%orkN Construction c NSI (Naii(iiialSaiiitatioiil:tiutidititin)apprxl%aI (he City shall not relie�e the I Ile above soil conditioning re minimal qualilw%only and should he used only for bidding ptirrxisc, and/or maintenance personnel,shall he restored to its original condition at no cost to It Rl CORD 1)14 A\%INGS 11\R I FXFC1 1TION equipment in operating condition. The exercise of this right by (6rcen Ilook)latest edition. thcCity Fail urc of any part of the imgation system shall be brought to the attention [)ale ofemi-tision Contractor ofhis responsibilities under the terms ofthe guarantee as herein specified. h,cau%c-Alit conditions Ilia change drastically from the time these specifications wers:dc%eloped I. Mw-Comraclor shall pm\ide and keep up-to-date a compiete record set of blucline 9 \It filliligs shall.b-car the manulaciurcr*s name or trademark,material designalion. lol OBSERVA I-ION 01:S1 IF CONDI I IONS Quality Assurance: Io the time tile actual soil conditioning take place I herclre.the Contractor shall obtain his own of the City. No repairs other than emergenc) repairs shall be accomplished without si/c,iliplicablc I.P.S %Lhedule and NSF wal ol-approval, soils anal%sis at it rate ol'one per every 25.000 squire fi�ei ofillanted area. rhese soil tests shall be written permission from the City ozalid prints which shall lit corrected daik,showing e%en-change from the original I'VC Noti-Pres,tirc Lalcral[.lite I'lplllg \It scaled dimensions are approximate. rhe Contractor shall check and %cril'v all size All Contractors rocklorming Site Development work.must bit-licensed in accordance v%ilh the- conducted by an appro\cd Agronomic%oils testing laboratory approved by the project Landscape B Weed control Keep all planted areas free of weeds and debris by cultivating areas at Dramrigs and give I ficat ions and tile c\acl installed locations.sizes,and kind�ol I Non-preSSLIN buried lateral title piping shall bs�PVC Schedule 40%%till ArchiteclandUit\ Copies ofihc soil test to he provided during the Pre-construction job conference intervals not to exceed 10 calendar days The Contractor may elect to remove such Prints for this purpose may lic Obtained front the City of Rancho dimensions and rc4:ei\c approval from the City of Rancho Cucamonga prior to r din ca\a1cadjacent it)cmsting trees.tile Contractor shall uw all Possible care lws ofthe Shite ofCalifornia. equipment. %%lien installed lit planting areas p occe g \\'here it is necesar\it)us -or I,)a%oid initiry to ire.es arid tree rooi% I:XC�J\rallon in areas%%here list)(2)inch arid larger roots twcur concentrations ofwceds manualh by an approved herbicide program at cost. rhis ,.I ofdrio%mgs shall he kept on the site and shall tie u-Ld I Non-prc%storc lateral line piping installed under pa\ed areas shall be PVC Schedule with"ork under this Section- shift he hand All roots mo Inches and target lit dianiclet,except directly lit the path W Contractor shall pro%icic the Landscape Architect and tile City with a list of'SubConlraClors Finish 6rading C, PcslControl Spray all plants and planted areas at beginning ofmaintenancc onl% a,;I record set. 40%%till sol%ent welded.loints pipe tit conduit.shabe itioncled under anti shall tic heavily virarried %%till burlars it)prevent program and as may bccomc necessan thereafter by an approve method of pest I it Fxerciseemrcilic care in excavating and working nerexisfing utilities 'llicContraclorshall f and Material Suppliers expected to be emplo\ed during the course of construction. Alter roloidling opuraiions.are complete,gradic areas to cstablish finish grades for planting. All flow 'reas free of' Pipe shall he made from NSF approved, r)pc 1. Grade 11 PVC compound he responsible lor damages it,till I ittes which are caused by his operal ions or neglect Check warringorcxccs%i\edr\mg ha ditching machine is run clow. it)treeshaving roots smaller control to keep all plants and planted a Insects and disease Method shall 2 I'lw Contractor shall make rwat and legible notal Ions on the record draw Ing progress corif onning to AS I'M resin specification DI 784, All pipe must meet requirements existing utilities dra\%ing.,filr e\isting utilit% locations. thanIv,o(2)inches in diameter.lite wall ol"ific trench adjacent it)the tree,hall be hand trimmed. Contractor shall obtain and keep in l'orce Public Liability and Prorveri�l Damage Instirance. lines shall hic mintaitwd and proper tolerances shall he met aflerwillement at the end ofthe project be rc%-icwod by dic City prior to an),applications Pest Control shall include Qcph sheets dath, is tile work procceds. showing the work as actually instilled For lonh lit I-ederil Specification I'S-22-70%%till ail appropriate standard dimension Roots ter shall be painted with Iwo coals maintenance period Control making clean cuts through one(1)inch and larger in diame during entire course of'the Construclion Contract I he momit f insurance shall his, Milliple. ihitild;I piece ofcquipment be instilled in a liwation that does not match rat ill should be closed within ivventy-lbur(24)hours�and D. Pruning Prime all plants as dc-signalod and directed by Landscape Architect at start ill,.plan.file must indicate that equipment has been relocated in a graphic 4 Lwept a.,noted in paragraphs 1.2.and 3 tit this%kchortI12 01 11).all requirements for Coordinate installation ofsprinkler materials including pipe,so there shall be nit interfi:rence ofIrcc'sLal,ortquaF Trenchesadjacentlotree determined by City Finish grading shall leave surface orthe goirsund tomformh smooth and firee of abrupt grade change ilic trench adjacent to the tree shall be kept shaded with burlap of maintenance program and continue to prune plants as directed or as mav become manner so is ill match tile original s\mhols as indicated in ilk:irrigation legend File noii-pressure lateral line pipe and tilling,; lite same as for solvc,11-weld with utilities or other construction or dit)'ICLIII\ in planting trees.shrubs.and ground covers. \%,here this is not possible.tile side(11'or Prior to start fsac de\clopment work.tile Contraclor shall notil'\ the Landscape rchitect rocccssar)�until the end of the maintenance program Remove trash wcckl�r Edge cqmpoicm and dimen%ions will then tie translerred to[lie original record pressure iii.tin line pipc and filling%its set!-orth tit section 2 01 B ofthe Specifcations. 06 Coordination ground cover to keep in bounds and trim top growth as necessar-,.to achieve and 1). I'll,.-Contractor shall carclully check all grades to himselFiliai he may safety proceed arid City ill give staroing and completion dates C onlraclor shall also suppl% tile Landscape dr.ming plan;if file proper little non-pressurc lateral line pipe and fillmg� shall he tile sanic as lor oNent-weld before starting work on file I rrigation systena. QI,JALI I Y CON FROF Archilccl anti City %\till the name nd telephone number tit the person in charge ofillic%ork overall even appearance Exterminate gophers and moles,repair damage pressure 111,1111 title pipe and fillings as SL(l0nh in section 2.01 B of tile Specifcations Weed abatement work%hill be coordinated with Ific in%lallation ofthe irrigation system mootilling D Brass Pipe nd Fillings, PART 8-ACCEPTANCE OF PROJEC Belore file daic if tile finall [lie Coniractor shall irinsfer all infortrimion nd oil amendment work,and planting (See Weed Abatement section). trom [lie "record drawing- prints it) ;I sepia imlar or similar mylar material Whcrc indwaacd(in the Drawings.use red brass crewed pipe confrming I(,I cdcral 02 PRFVARATION Adjustment of[Ile S%stell, 1 04 Resptinsibilitics anti Coindination I General Arraneenienis %hall he made through the ell\ for obtaining said writa rn�kir or SNcifcation ConlraClor shall flush and 2ditINl all sprinkler heads for optimum performance PA P 1 4- AND SIIR(IBS Andia ink nd applied tit the A Phvsical layout. I he Permits: hu Contractor shall obtain and pj\ for all permits and Inspections required b% Upon completion of installatim a maintenance period ofe minimum of 0 days for&I[landscaped similarmflarnialerial All work shall lie lit waterproof I mings hall till,red briss conlorming III I-ederal Specilicallon JAVW-P-460 walks.roadways.and buildings as much as possible and it)pre\cril o%crspray onto goveming authorities lot the work it,he performed areas is required prior to final acceptance oftheilork by the CitN The Commencement date for the lit.\lit b\;I technical pen made expressly lor use tin niylar material. Such pen shall tipper Piric and I Illings. .4 III Scope of'Work triamtentinoc period shall commence upon wn"cn approval for all phases of planting installation b\be similar it,those mantilacturLd b\ Rridograph. Ktieffel&Esser,or Fiber Castell Ililic I)N K�hard icnipered I Prior ill installation.the Contractor shall size stake out all pressure supply lines,fowing and location ol'sprinkler heads. 2 1 I'it is determined that adjustments lit(lie irrigation equipment will provide p.roper it 1: iSling Conditions rhe Contractor%hill%-crif% all conditions and dimensions shown on the City Public Works Inspector Maintenance period shall be adequate to vent),plant charactenst'les I he diniens-ions shall he made,as it)Ile rcailable evers tin die final controller P:o%ideall material.equipment.and labor wocus%ary to install all trees and shrubs as shown on plan%, I roughl copper. oldcr joam I\ric and more dequale co%era9c,tile Contractor shall make such.-Iditistment'prior to tile plans it tile Nae prior it,commencement of ny work tinder this contract rhe Contractor and establishment charl(%cc Section C) ]'lie original lit\lit"record dra\%ing"plan shall be%tibinkled Joints hall K soldered\\till%it%crm)ldcr,45%silver. I 5%copper. 16%zinc.24*19 as rca�.onahl\ 1111rilied and is delineated in the specifications I planting Adjustments nifty also include changes in nozzle si/es and degrees of arc it, file I.it% if Rancho Cucamonga for appro%al prior to file completion lit* Lildolitilli.S011dus.11 I 125'F. slid hqkndus at 114s'1: All layout%hill he approved by the City of"Rancho Cucamonga prior to installation. shall verity tile location anti depth ofall underground utilities prior ill still ofwork A Two inspections shall be made that affect the establishment period. The firs after all Gatc%'ahcs as required. all 402 Proiducis, plantings have been completely installed in order to approve the beginning of the 11.111 Valves aiid smaller) It. Water Supply: -accomplished within ten rempilran Utilities The Contractor shall apply fr and pay all cost incurred for A, Nomenclatti -Plant names indicated on the drawings conform the"Standard Plant Names" establishment period,and the secon attlicendoftliccstablishmentrienod If 1. Lowering sprinkler heads by the Contractor shall be filitics such as water, electrical power and gas as required by him for the 4. File.Contractor shall dimension from Iwo(2)permanent romis of'refurence.such as .1 [tall%akcs shall tit,a 125 Ill SIAT broni valve%%till threaded end--and shill UO)days ifier notificafion bN the,Cit%. temporary to established h% file American joint UrimmittLe tin Horticulture Except for narnes covered plantings are not acceptable at the end of the 0 day period due to defective building comers. sidewalk edges, road intersect Ions. etc.. the location of file Ile cquiprwd%%till a stainless steel handle. I Tlite.irrigation symem shall be connected to water supplv point(s)of connection as constnielion offlic project Temrx)rary services shall tic coordinated%-.till the('it,,and other maintenance,then continue establishment until all work meets with the fii1lo%%ing items K Bill%abcs shall he NihLo I-51(5-70-06 or approved equal indicated tin the'Drawing% ler heads shall he set perrwridiculat it) finished grades unless otherwise comraciors on tile joh site therein,lite established custom ofthe nursen is followed Specifications and can be approved All[till%ilvcs hall bi.-Installed per detail 4� All sprink It Condition - Plant-shall be symmetrical.typical for variety and species. sound. healthy. B. At termination ofestablishment period all plant material shall be live,licalthy. 41p, Dra designated on the Drawings 1) Surve%.Re lit-rence Poi tit s.and 1: ions File Contractor is rcsrx)nsible tiir establishing all I Al Connecfion it,existing"aier lines CSIIICI Connesotion%shall be made at lite approximate location(s)shown on the wings. undamaged,and free of infestation Inferior plantings shall be replaced and brought to R it Nk'cdgc Gatc Val%c(2"arid larger) Thu Contractor is responsible for minor changes cattwd b% actpal site conditions. surveys.reference ptinits nd elevation%required h% him,and shmi,n(in plans filtr proper vigorous.tree from plant diseise,insect posts.tit their eggs.arid shall have healthy.normal satisfactory condition before final aceptance of work will be made All areas h, Connection it)existing clectrical power. .1 Resilient Nk'edgc Gatc%ahcs shall he cpoxy coated arid equipped vkith a 2" r manufacturer%specification so that root s%stems.well-filling their container.bit%,not to the point of being root hound Plants to a 5. Rain Bird FF0-CP-PRS valves will he set PC execution(if site construction. shall be ricath raked and free of weeds c Gate%.il%c% operating nul shall not he pruned if any time,ario in no cse shall trees he topped d Routing tit sprinkler pressure lines(dimension max. IfWalong routing). K Resilient'Acdgc Gate valves shall b,No.403 R I-RWas supplied by %'ails Ficcirical Supply each lateral operates at design pressure Traffic rhe Contractor is responsible for all iciroporin traflic barriem and detours required OF C C. Sprinkler control%,it%es or approved equal I recs and shrubs shall hL growing at a recognized nursery in accordance with good 1'. Rouling ofconirol wiring and localions ofall splice boxes. C \It Resilient\k'cdgc Gaic%abcs shall be instilled per detail. Electrical conneciions for an%andall automatic coritrollm.,thall he made to electrical -resting of*Irrigation System: by him fr the consirtiction ofilic project. All temporary traffic barriers and detours shall horticulture practices and hhe of the size and caliper normath associated "-till the g Quick coupling Quick Coupling Valves: P()mi(si tit conneciion a,,indicated on the Drawings. conform to ill condition,required by lite Cit\ or governing authorities I I'lic Contractor%hall request the presence(11 ill, Cily of Rancho Cucamonga in container size specilled(lit plam Remo%al ol'all tags.labels,mirsen stakes and ties from h Siub-ouis for lture connections Quick coupling \al\cs shall have a brass. mo-pocce body designed lr working 'testing all plant material prohibited until the appro\itI ofilic Landwaric Architect or City. fonneciions shall he made at the appro\tmaic location(s)shown on the Drawings. writing at least 48 hours in advance(it Flocictive anti(Innolhori/ed Work I. Other related equipment as directed by the Cily of Rancho Cucamonga. pressure-it 150 P.S I ]lie Conlraclor is resrionsible for minor chances cause bil actual site condition,; square inch and 1). All plant material delivered to the site showing signs of damage or disease or is insufficient SPECIFICATIONS i On or h0rc the date ofthe final field olswrvaiion,the Contractor shall deliver the 2, QUO %k-Upling ;live shall he operable%%till a quick coupler kc). Kc\ Size and INpe rest all pressure linel;tinder Ilvdro"vitic 1wessure of 150 pounds per \11 work which is determined by inspection to be defective in its construction or deficient in an-,of correcied and completed sepias to flit City of Rancho Cucamonga. Deliven of the iltic as the Drawings INSTALLAI ION prove watertight ed,and replaced by'the in si7c to carry slit the intent or the planting plan will not accepted and will be replaced.11 BJC1,110%% Pi-c%crilion I till, Oilie mquirenients ofthL plans and spec ificat ions.shall be remedied or remov Contraclor'%expense sepia%will not relic%c tile Contrictor orthe responsibilit\ tit'lmishing required Contractor at his own expense in it Inanner acceptable to the Landscape Architect and City. that rna\ be ornmed front the prints trenching Note I csiing ofilpressure main lines%hill occur prlk)r it,installation oflhc electric I Backritm prevetilion unit shall be f%i/c arid t\pc indicaied on tile Irrigation 1: S/cs ofPUM -sul be as stated on the Man. Contairwr stock(1-gallon.5-gallon,and IS- drimineN backflow prewntion units lit accordance\%till the Dra\Nings Inspectiom: gallon)shall havc been grown in containers for at least()tie(1)year.but not over two(2) I Dig trenches straight and support pipe continuously on bottom oftrench. Lay pipe years Wye stra,iners at bjcklIow prievention units shall ha%c a bronzed screwed ho\ with to an even grade Trenching excavation shall 161low layout indicated on tile All piping tinder Nocd areas shall he tested tinder hy(irostatic firessurcof 150pilunds I'lle Contractor shall arrange for inspections by notifying the Landscape Architect, City and drawings shall tie approved b\ the City of Rancho Cucamonga before Drawings and as noted per square inch anti proven watcrughl prior I(,pa%trig 60 mush mo­1 screen and shift be similar to Bailey NIOOB tit approved equal governing authorities.24 floors prior ill time ot'inspeciion,unless otherw Ise noted. Inspections simll F. Substitution -Sub%ittutions for indicated plant material will be permitted provided the conitroller ch.tri%-.ire prep,--d Fw listed but necessarily in this order. Onl\ the inspection pertaining it)tile project substitute material%are approved in advance by the City,and are made at no additional cost Provide for a minimum of twenty-four(24) inches cover for all irrigation lines 4. Sustain pr"wre in lines for not less than six(6)hours. IF leaks de%clop.wriace -work will apply-sure main line piping between the point of connection and tile b1ckIIo%\ scops:(it All pre% it)the Cm Except for authorized variations.all substitute plant materials shall conform to CITY 2 Pro%ide tine controller chan for each controller sequence instilled tinder paving or hardscaping ioint%and repeal test until entire s)slem is proven watertight.rreventer shall*ht: insiailled as required b% local code I lie Contractor shall\c* the requirements(if these specifications DESCRIPTION OF REVISION DATE APPROVED with tile local governing hody s to material t\N and in:,iallation procedures prior Rough Grading. ]Iw chan still"the area controlled hy the utomatic controller and shall he the nocra till Lines and Catch Basins. I Pro\I&for a mimmum of twenty-four(24)inches cover fur all pressure supply lines 5. All hydro%tific tests shall he made only in ilk-presence oflhc Ge I Contriclor and llianis Not Apr!m%A-Plants not approved are to he removed from site immediaich and toslarl0tconstruclion Suhniiishtipdr3%%ingl(,rappr,,%jI Dr.maminum si/c"hich the comrolleir door will allow ofthree 0)inches or larger in diameter. the City ill Rancho Cucamonga No piric ,hill he hackfilled until if has been Irrigations(main line pressure,coverage s\stem operations teso. observed.tested.and ppro,ed in wriling Soil Preparation and Finish Grading. replaced \%ith suitable plants The City reserves the right to reject entire lots of'plants rcrire-cmed b\dejected samples. 4 1 lie chart is 14,K-it reduced dra"ing(it the actual instilled msteni I in the Valves 4, Provide for a minimum ofeighicen(18)inches cover for all pressure supply lin". of Plant Material(deliven &placement). C1 TY OF RANCHO CUCAMONGA event tile controller WqLicnce is not legible"[left the dramng is reduced,I(shall lit Iwo and tine inches or smaller 6, 1-timish necessan force punip arid ll other test cquirstricill Sw ing chuck 2"and smaller shall be 200 Pound W O.G.bronze construction Substantial Completion Inspection(at completion of landscape improvements)-7 Days. I I Stake all Irtex.as per details immediately after planting to prevent vis ind damage. enlarged ill a si/c that%till be readable\%hen reduced Final Inspection latter maintenance period)-7 days.\%ith replaceable composition.ncoprcne�or rubber disc and shall meet or exceed 5� Provide for a mininitim ortwelve 0 2)inches fr all non-pressure lines, 7 When tile Irrigation I%completed.perlorin a coverage test in the presence(if I cdcral Specification I D.Class A, I\pe IV 1. Plant trees that are to he located in lawn or ground cover areas after finish grades are first Ille chart shall he a black line or blucline o/alid print and-I different color shall be the Cit%of Rancho Cucamonga Ill delennine ifilic water coverage for planting reas 'File contractor shall arrange a Preconstruction job conference with the Landscape Architect and City o sa g rod MASTERCRAFT HOMES established and jllo%-.at least 7 calendar days prior to installaiii n of' id lawns or rou used it)indicate ill%:area ofco\crage for each station Anti-drain valves shall lit oflicavy dut% virgin PVC construction with thread 6. Provide fror a minimum cover ofeighleen(19)inches for all control wiring. is complete and adequate I urnish all materials and perlorm all %%ork required it) it minimum of'sevcn(7)dLk\%prior to tile beginning work be excavated as correct in) Inadequacies ofcoverage due to de%sanons front the Drawings,or where cover to pro\ide tor thorough watering of trees. All planting holes shall Whers completed and approved.lite chart shall he hermclicalb. wiled between two inlet nd outlet. Internal pans shall he stainless steel and neoprene. Anti-drain valve 7. Rel�r to City Standard 120"Trench Repair"when within City streets susceptible to tile system has� been willfully installed as indicated on lite Drawings when it is defined on appropriate details WILSON AVENUE TRACT 14380 shall tit ficid adjustable against drawout from 5 to 40 luct of head Anti-drain valve 1 (17 Guaranties pieces offilastic.each piece being it mimmuni 20 shall he similar it)the Valcon"ADV"or approved equil traffic load, obviously inadequate.without bringing this to ihe attention of the City of Rancho 403 %(lit Amcndmcnls� Cucamonga Uhis test shall he accomplished before any ground cover is planted. A. Plant Materials: All trees,shrul .ground cover bedding plants and lawn shall he guaranteed LANDSCAPE MAINTENANCE DISTRICT 7 1 louse charts shall he completed arid approved prior to tile final field observation of" V. Rackfilling front date of final acceptance of landscape construction for periods as fllows: Soil amendments shall he as recommended in the Agronomic soils report [lie Irrigation s%stcrn 9, I'poll completion of each phase of Nvork. the entire system shall tie tested and LANDSCAPE IMPROVEMENT PLANS ;I-;noted othemise.connections hemeen tile atsionnitic controller%and tile I I fic incticIlLs shall not he backfillcd until all required tests are Performed. Trenches adjusted to meet site requirement�. Trecs 24"tvix&larger I year 4,(A Frecs Stakes� 4 D. Operation and Ittimlenance Manuals shall he carclitilk backfilled with the excavated materials approved for backfilling. 15 gal.&smaller I year ATE clectric control shall be madc\%till direct burial copper wire 600 consisting of,earth.loam.sjndv clay.%and.or other approved materials.free from 07 MAIN I FNANCF Shrubs All si/cs 120 days D P I Prepare and deliver ill the City of Rancho Cucamonga w ithin tell calendar days prior (lit Control w iring installed in control%%ire condUlt%%ithin structure shall he made large clods of'earth or slone's. B'ackfill shall be mechnically compacted in Ground('liver 120 days Tree stakes shall K, lodge pole pine tree stakes. See true staking detail on plans for further ER RICE No 24953 ac CITY ENGINE Pilot wires%hall be adifferent color wire fore. h rr full automatic operation for a period of seven(7) information.to completion ofconsiruclion,two hard-covcr. three ring hinders containing tile landsLarsed areas to a dry densit%equal to adjacent undisturbed soil in planting areas. A, The entire irrigation system shall he unck 120 days controllcr Common wirus shall be%%title with it different color stripe for Bedding Plant tollomni;infrmation Backlill will conlbrm to adjacent grades without dips.sunken areas.humps or other days prior to any planting Law to(slid) 120 da DESIGN E D antilacitirct's ys PARI GROUND COVER AND BEDDING PLANTS controller. Instill lit accordance with m. LANTEX a Indcx slocci which status Contractor's name.address.and telephone number. specificimons and%%ire chart. In no case shall wire si?c hL less than 014. surface irregularities B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. a%%It(sued) 120 days from first mowing RE/PLANNING irk]which lists each instilled equipment anti material item including names Wiring shall occupy the same trench and shall he installed along the same route as 2. A line granular material backfill will be initially placed on all lines. No foreign Guarantees begin after tile pmjLct acceptance by City and at the end df the 190-day _i0l Scope ol'Work 31726 RANCHO VIEJO ROAD. STE 206 PE SAN JUAN CAPISTRANO. CA. 92675 H and addresses ofmanu factures local representatives pressure.;uppl\ or lateral lines wherever possible matter larger thin one-half(/2)inch in size vilill be permitted in the initial backfiII (19 maintenance period Land%Lape Contractor shall replace and plant all materials which have died Provide all materials and equipment and perform all work'necessary for and incidental to installing DRAWN b. Catalog and parts sheets on cvery material and equipment item installed within the time span stated above,at no cost and within 5 days from receiving written notice from all ground cover and bedding plants,as shown on plans,as reasonably implied.or delineated in the (949) 248-1993 12 RYWI tinder this Co-itract 3. Flooding of trenches will he permitted only with approval of the City of Rancho Clean-tip shall be made as each portion orwork progresses. Refuse and excess dirt shall he removed OF If dead material is not replaced and planted within the 5 day specifications. FAX (949) 493-0706 Wherc more thin title I I v%ire is placed in a trench.the wiring shall he tirsed together the Lindscarse Architect or Citv CucamonLa from the site.all walls%and paving%hall be bloomed or\%astscd down,and any damage sustained on . I replace dcad material\%till new,material and charge the Laiid-wape Contractor for C. (itiaramec stmement. al iniCr\als ilucl, period.Cily nri WING NO. of Complete operating and maintenance instructions on all major equipment. 4� Ali expansion curl shall he pro\ided w ithin three(3)feet ofeach wire connection. 4� If settlement occurs and subsequent adjustments in pipe, valves.sprinkler heads, the work ofoillers shall Ile repaired to its original condition all c\Nii%,-s incurred 5.02 Fitedding Plants- B.H. RCE NO 41 ,35,L 2. In aWition it) ilic above mentioned aintenance manuals. provide the City's Expansion curl shall he of'sufficient length ill each splice connection at each electric lawn, planting,or other construction are necessary,the Contractor shall make all FINAL SITI:OBSERVATION PRIOR TO ACCEPTANCE B Construction Materials. The contractor shall guarantee all workmanship and materials for Perennials�nd Antistals: Provide healthy container grown plants from a recognized numery.and of DATE FILE NO Maintenrince personnel with instructions for major equipment and show evidence in control valve. so that in case of repair.the valve bonnet may be brought to the required adjustments without cost to the City. all site development,for a period of one year from date of final acceptance of project. the species and variety shown on plans.A.- The Contractor shill operate each system in its entirety for the City of Rancho Cucarriolip surface without disconneciing the control wires. Control wires shall be laid loosely SHEET OF SHEETS CAMBRIDGE I & 11 CAMBRIDGE I & 11 SOS LUMINAIRE ORDERING GUIDE U.L.a CSA Listed Nimble EPA };���i�,�_I � APPLICATIONS - _ Planned communities, parks, walkways, Model CEI -small size EPA- 1.6 CE11-lar e size EPA-2.9 QM aeerin� end Velodry � e g ( ) Ft. Number M;1.7 Iasi Sbett Site loft Sin Lbs. 5 Oa ! if Arkin areas, stairs, entrances, residen- 70T10 ` 100 Dimis' `; F3el-Tlovable Ca> COMBINATION ELECTRICAL SERVICE dt parking Mounting PM WB 10_ lo-sos.4„_— 38 26s+z2 I , 4 ,i- >«ts B, F } tial streets, marinas, school campuses - L t --� - • '' >, L r a :.� <n P r. Mode 3.: !o tososs,!• 60 l a6 36 2a r_s �_�1 N,x 5 ,06 IRRIGATION CONTROLLER PEDESTAL - - - _ \ i- and other no-glare a applications. _ PP _ 12' a sos 4„- 26 2 ,s ,2 4 !, N,x,s 104 120/240V 1PH 100A -. - -- - _ ?2 12-SOS-Sn�' 45 33 25 X20 5 i 11 i N,z15 122 § ,� r ., CONSTRUCTION FEATURES 11 - • _ 14_� t4-SOS-a,t-' 23 17 ,125 9 S: 4 � t, --l- k,z,5—~ ,.6 •,, ' •^< 1 (� — 14 14.SOS-407-' 34.5 255 20 1 15 4 1 7 N,x!S + 158 Housing One piece die-cast ala 3 - — 1 - -- �--• --- ' - i 9 P 14 uSOS-5? ' —138 129 5 2 5 !6 S 5 11 N,x15 i38 �' U r Mounting' V CIRCUITS minum housing with soft radius corners. 6 f _- 1 —+ i a',. i a - 4- �--- - i Wall Bracket --- .1 - - 1 5: ---+-„- N,x s 129 -i r a ..., y. +;, a._ >,•., .; ALTERNATE TWO 120 C RCU S 6 6 sos 9 5 s 100—ZP PANEL TO LIGHT FIXTURES. Lens door is also cast aluminum with soft ��_ Pole Mount - , r ,; , ;. `a 16' 16-SOS-407.• 295 . 2 5 16 : 12 4 7 4',x15 176 t to — — M 1 PHOTOC�t j wr SERVICE PEDESTAL. radius corners.Lens is a clear tempered, =F Lam T e/ small size large size 16 ---1 16 Scs-s'?-• 3z ',23 5 ii s 1 ia.5+\sT, ,. _ impact resistant, glass held in place with Watts S100 S150 S250 S400 M175 M250 M400 S400 S1000 M4D0 M1000 16 16 SOS 50+' 47 5 35 5 27 21 5 5 7 N,x 15 214 -.,, r•.. 3 C.0, TO ,A - t --- -- - - 1 ' s s .� = w r sealant and retaining clips.A continuous 1s' is-SOS-4,1­ to s n.s a 5 6 4 u i,x3o 147 ",Mountin 9 PC LEC UTILITY 1” SCH. 40 PVC CONDUIT + _ .-- ,1 - 1— — 1 w � ti•. � � 9 gasket seals the door assembly to the � Reflector III -asymmetric IV-forward throw VS-symmetric square tB��e sos-407_• 2s s�to 1 t3 s�,o s� e�7 1 0,x30 io, ri 4 # 10 1 # 10 GRND. PASEO TO CENTEX 1B ,B Sas s?,_ 27 s 20 ,4 i, 5 I 11 1 N,x30 175 g P 18 18SOS 507'_- 42 31 23.5 18� ST_7 N,x30_ 243 ( , housing. Volta a 120 208 240 277 347 480 MT-Multi-ta r - IRRIG — 2 # 10 1 # 10 GRND. ETIWANDA PASEO Mounting — An extruded aluminum \ ♦ T lJ Y i g - 400w SF-sin le fuse 20 20-SOS-411-' 13 5 9 5 65 4 5+ -4 11- --N.,30 13 I CONTR. I arm, using four bolts, is rovided for ri Id Options PC photoelectric cell 120 277v, up to 9 20 2o-Sos-407- 22 16 ,,s e.s 7 N.x3o ,so s ', •. ..- <� ti. ; + .: Jk attachment of luminaire to pole. PR-photo receptacle (less cell) DF-double fuse --�-- - - - 20 VG -polycarbonate vandal guard CS- house side cutoff shield 20 Sos su 23 s 17 t2 B� s �_11 N:x3o 1e, .,. x 8 I SPARE 1- STUB-OUT P°Y 9 20' 20-SOS5o7-• 365 i7 120 1554 s 7 V,x3o_--1 26s - ' ` Optical Assemblies - Specular ano- — ■ 20 20-SOS-607.' 51 3828 522 -6 7- -V x30 312 r i+Z '>> ' ' 4 '"a } •% 1�2 dined aluminum reflectors provide Colors for DBZ BGE RRN SGB WHT FGP TBP RBP CNB LTG 2s 2ssosa,i __ 8-5 --1 3 i s - - - ,x36- 238 square symmetrical V forward - _ Luminalre 252s-Sos 467 14:8 io ss 1 4 s -4 �- -ix3s zs6- f ' .;. i ' y (type ), �' 1 \ - -- 1 , throw (type IV Or narrow asymmetrical -T i and Pole dark bronze beige rocket red blade white forest green teal blue royal blue burgundy fite gray 25' 265�s-511-*-- 15 ,0 66 4 5 It _ 3E 23x1- GROUND WATER FOOTING ( YP ) Y \ — --- --�---+ -- — — t r III lighting patterns. Reflector is y -_ - - 25' 25-SOS-501•• 25 18 112.5 8.5; 5 7 1x36 320 ROD PIPING RE-BAR (type ) 9 9 P f ;. \ 16 Luminaire Mounting Lamp Type --- - -� \- - --- :=,'y mounted with hinges and captive locking 3'18 ` G- J Orderin Model Mode Watts Reflector Voltage Options Color 25'_ 125 SOS 525' 365 26_-I ___14 5 25 1- tz36 437 x•.+f �5 screws into housing for easy access to l [ > g 25' t 25 SOS 607'_ 385 28 205 1s - $ 9 Y Example 30� 30-50S.407•' 6.5 +.s zs is4 - � 1z36- 3 - f ` � " x i 10'/, ballast. - - 1 -- T -1- - - •�: ' "' •. { .; :. ELECTRICAL SERVICE PEDESTAL PER RANCHOCUCA�AONGA CITY STANDARDS /522 is 524, SHOWN r ' CEI P.M. S100 III 240DBZ ' 3�sas5n 7sI 5.51 25' NR s 11 1x36 } 274 ` - --� -- - f * 1 i-- ----t- 'tIt ON LANDSCAPE DRAWING SHEET L-5, DETAIL 'H' k T. Ballast Assembly Starting rated to _ _ _ 30' 30 505 50'' 18 12 8 4 5. 5 7 1x36 I 398 -20�F. Ballasts for Metal Halide are con- L — � __ 1 _ __ 6 30' 30-SOS-525, 22 116 113 8 5 25 1x36 53_7 21.75 30' 30 SOS 607-' �30 20 t t4 9 6 7 tz36 4672 Stant wattage autotransformer type. CEI PM;pole mount. Small Large III;asymmetric 120 PC:photoelectric cell DBZ;dark bronze } _ _ _ _ ELECTRICAL S LINE DIAGRAM Ballasts for Hi h Pressure Sodium are cEn std 6'arm for Stoo saoo rv;forward throw los 12o-27T�, to BGE;beige 30 _� 3asos 62s az30\ 22 116 I 6 + zs 1 I'r«aa i33o a ;M X11 t,7 i_ High CEI S150 S1000 VS;V-square 240 400w RRN;rocket red 35 35-SOS-607•' 20.5 13 8 a 5 6 7 1x36 4' _— l_-.� ---� _ Uolt 1t;ircle - constant wattage autotransformer type CE 1 - _ - - -_ ; 1 std-10•arm S250 M400 277 PR;photo receptacle SGB;black 35' 35 -625-' 26 18 112 Z5 6 .25 11,x49 T26 - •'_ USIn an electronic starter. Ballasts are 4.68 A8.87 40' 40 505 625' 14 110 5 5 5? 2 S' 6 1 25 + 1'/+z49 135 ` 9 Effective Projected Arearor cEu s400 M1000 347 (less ceu) wHT;white 1 mounted directly to die-cast housing for _Z n F.-171 r _ _ - 1 1 WB;wall bracket M175 480 SF;smgte fuse FGP;forest preen reduced temperature and increased life. 1.6 _ M250 MT:muni-tap DF;double tuse TBP,teal blue •CONFIGURATION-SUFFIXCOLOR - SAME M400 VG;polycarbonate RBP,royal blue G GAY1dRl[XaE, POLE 9PAULDItJG LIGHTING INC. AH ballasts are Ill h power factor. sol Dll D819B TPL QUAD ` ,•, ✓ �. g p0 vandal guard CNB;burgundy IW 1 100 NP9 POLE AS EXISTING ■ ■ PnOUNTED AREA 'GEI- Pv f- 9100- til- 240- C9, CS;house side cutoff LTG;lite gray ■ � ■r■ Handllc 16 t f t O tam vAc Lamps - Luminaires accommodate �■ LIGFITIIJG FIXTURE WITH SGtS, 10' uIGN POLE P Shield � i ■ WItII COVE,r ,�' } Metal Halide and High Pressure Sodium - - y Ease Covers; . yt� �• �+~, ' - Aki o D 1ZlD 5rZD N Z r, mogul base lamps. •MOt1NTItfG 1101E PATTERN-SUFFIX .F Y� OPT IONAL x T-4;><Ixn �F4E046 E GEN NOTEb Lampholder — Mogul base glazed \-� POLE ORDERING - D S ` = LUMINAIRE PATTERNS AVAILABLE C porcelain socket with spring loaded, nick 468 ;; j 10 Refer to Poles/Brackets Section for ordering information. :POLE 1 i 5 6 -3= b f 1. Illi lKsktT FIXTURES Be4ALL BE FUFdtI5l4ED MC2 WALLED COs tPLETE lUT1t ALL J el plated center contact and reinforced 4 LiGw NECE55ART HARDWARE,FITTNG5 AND LAMPS. - lamp grip screw shell. High Pressure -- � - 1--�--- — �-�—_- �' � - , � � :s ,�, � '• s t Gta1'na 1.111 -�--x x - Sodium Sockets are pulse rated. Santa Fe I-III x x x Cambridge 1,11 x x —x - Finish - Durable baked-on polyester 10 ►I f 30 seattiel --� - _' ' x_ NOTE: see SEE SHEETS L-8 AND DRAWING # 5�mt-III_ ' x___ - ' _ paint finish is available in 10 standard ( I oak.anC I x x x � - -�- � o 1435-L SHEET 18 OF @# 23 FOR LIGHT LOCATIONS colors.Other finishes are available. _ _ _ -- -- -4— - --- } - Cordrnai Anchor Bolts I >y s 3 v Cordova II_IIIt-- F--x z --1- -� r 4a >S i f { x z x #{ Area-Lura '—� x -- �{{ a• t t~ a j L `'. Dallas z ; x x 8 21 -- Detroit x x t 4 Was qtn I,II z x x r Npn6ngton I -- z x x x Ita"pionn : x x- NOTE: --�— _x x z _ x Newark 11 x x x All poles have a prefinish,baked-on enamel paint finish to match the luminaire's color. CE 11 Uncatn I,II x z x Ordering information for base covers,receptacles...see page 16. Effective Projected Area Orlando SQ I,II z x z All R-Not Recommended oles are furnished h anchor bolts and double nuts 2.9 X-Available provided EPA is not exceeded. - SPECIFY COLOR ANODIZED BRONZE SPAVLDjNG POLE HEIGHT TO BE 10' SPAV�.. i. ��Gi r Sf�AULa�,�G�� n (( (� I' I1736 Dreman Av`rnre,Cincinnetf,Ohio 4.5223(513)5411-3486 1.071 URPLOT LTMPRO 1.06 CONTOUR PLOT TES O6,CAT O�+rCFT_$70-III TEST*IA276,CATALOG*rF.T-970-M NIJM LlMR/ORTEN TAT10N. 1 has LAMP- i1'UM LUMV OPIENTA71ON: 1 hum LAMP: MOLTNMG HEICyYf 10 0,RRACKCT ARM LENGTH. 1.0 MOUNMO HM011 ': 12.5,BRACKET ARM LENGTH: 1.0 LLF: 1.00,LL-WINS.6300,1113. UNITS: T'C t.LF:0.95+IANTNS 6300, LM,UMTS:FC SCALE: I IN-20.017T FOOT CANDLE CERTIFICATION NOTE: SCALE: I Ir�lo.otrr ELECTRICAL SYSTEM DESIGNER CERTIFIES THAT ALL WALK AREAS ARE ILLUMINATED TO 0.5 FOOT CANDLES AT GROUND LEVEL. ELECTRICAL SYSTEM DESIGN ! i ' ► ! i CARL DAWSON - ELITE ELECTRICAL N 1 I i I STATE LICENSE NO. 418242 —ao.oci— i I i i 1 t- ' I � ,_ � I i � _ I --•�' \ . �-'�_ - CARL DAWSON DATE ID i \ ,t` - ----���, -- -__— .� I I l� ;gg' -- I -�►- IAD —� ��-5--' i•-1— --- �.1 - _ -�o.Ix; -00.00 0.00 'Ao.bo'. -00 60.00 -60.00 -40.00 ; ?� ` A *— + ( I +,� t I E r O,bQ 0.0C *�� l.Ob I 40,00 60.00 ! t` '�` 'A A,� i -�A ? I `-or ,� ,� � CITY l S - -- , _�--$ F DESCRIPTION OF REVISION DATE ,wPiiovED: Com ; i i { •._.�,2o.sY—=-�-�'�;F - —� CITY OF RANCHO CUCAMONGA I i i MASTE R C RAFT HOMES WILSON AVENUE TRACT 14380 I ? LANDSCAPE MAINTENANCE DISTRICT i — . . -� LIGHTING DETAILS APPROVED BY: DATE: l TL—_ CITY ENGINEER RCE: 24953 I I I -1 _J_ -- , •- r ~ ' -� - _l..-J DESIGN PUN PREPARED BY: 771�� �' A-2.00 B-1,00 C"030 X0,25 E=0.10 LANTEX Legend: A-2-00 81,00 0-0,50 13'O.IS E�f?.10 31726 RANCHO 1AEJO ROAD SUITE 206 DRAWN SAN JUAN CAPISTRANO, CA. 92675 SHErT r (949) 248-1993 FAX (949) 493-0706 L-10 of 12 CHECKED R.C.E. NO DRIktARN NO. B.H. DATE FILE No 35- �rtoJEC-T S4CET 1"00 L-10 OV iZ m N GENERAL REQUIREMENTS 1.0 Work performed shalt comply with the following: 1. These General Requirements unless otherwise noted on plans or specifications. 2. Uniform Building Code, 1997 3. All applicable Local, State and Federal Codes, Ordinances, Laws, Regulations and Protective Covenants governing the site of work. 4. Standard Specifications of ASTM as noted herein are required by the Building Code or U.B.C. 1997. 2.0 In case of conflict, the more stringent requirement shalt govern. 3.0 On site Verification of all dimensions and conditions shalt be the 1- (4) ANCHOR BOLTS responsibility of the contractor and sub-contractors. Noted dimensions take precedent over scale of drawings. 2- DRYPACK 4.0 Engineer or architect of record is to be notified Immediately by 3- LAMPER PROOF the contractor should any question arise pertaining the working drawings BASE COVER and/or specifications. 4- EXISTING WALKWAY 5.0 No deviations from these requirements and structural details shalt be made without the written approval of Gouvis Engineering. Approval 5- #3 TIES X 12" O.C. by the inspector does not constitute authority to deviate from plans or specifications. 6- (4) #5 VERTICAL REBAR 6.0 The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the contractor, and has not 7- LIGHTING POLE PER MANUF. been considered by the architect or Engineer. The contractor MAX. HT. = 10'-0" is responsible for the stability of the structure prior to the application of oil shear walls, roof and floor diaphragms, and finish materials. The contractor shall provide the necessary brocing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in this regard. The builder has requested. contracted with and is compensating Gouvis Engineering California for the limited services of providing the minimum structural engineering drawings required, when combined with the other builders consultants drawings, to obtain a building permit for this project. These drawings are not intended to, nor do they, detail all conditions, identify all materials, or define or limit the scope of work required to complete the project. The builder hos requested, accepts. and represents © 3 that he will select all materials and manufactures, qualify and setect all subcontractors and installers, direct all ways and means of contruction, 2 4 and provide all additional information, above and beyond these drawings, required to complete the project in conformance with all goveming agencies and the work will meet or exceed accepted industry standards. FINISH GRADE 7,0 Special inspection per Sec. 1701.5 of the U.B.C. is required i 7-_ as follows: 7.1 All structural welding, including; welding of reinforcing steel Z 3" and welding of steel decking. - CLEAR 7.2 Installation and tightening operations for off high-strength 5 friction bolting (A325F). �._ CONDUIT AS 7.3 Installation and tightening operations for alt high-strength .t REQUIRED anchor bolts. 7.4 During the taking of test specimens and placing of all reinforced 6 concrete, with the exception of foundation concrete when the structural design strength is no greater than fc=2500 PSI. 7.5 During the placement of all masonry indicated on the drawings as having "special inspection". 7.6 During driving and testing of piles and construction of cast-in-place drilled piles 18 ROUND or caissons. 8.0 1997 UBC: Design assumes flexible diaphragm; soils geology, soils characteristics, redundancy factor, height to width ratio of 2: 1 for oil plywood shear wolfs has been considered. REINFORCED CONCRETE 4 Z 1.0 GENERAL AT EAST TO WEST P A S E 0 S 1.1 All reinforced concrete materials and construction shall conform to Chapter 19. U.B.C. 2.0 MATERIALS 2.1 Cement shall conform to U.B.C. 1903.2 of U_B.C and shall correspond to that on which the selection of concrete proportions were based. 2.2 Concrete aggregates shall conform to U.B.C. 1903.3.3 2.3 Use type 3Ecement for concrete in contact with soil containing sulfate. (min. rc -4500 psi, 28 days) 2-4 Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and #4 and grade 60 for sizes #5 and larger 3.0 STRENGTH 3.1 Concrete shall be proportioned to provide a minimum compressive strength, rc, equal to 2500 PSI (28 days), unless noted otherwise. 4.0 All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved by the local bulding offical prior to the pouring of any concrete. CONCRETE MASONRY 1.0 GENERAL - e All concrete masonry materials and construction shall be in U ►�(/ accordance with Chapter 21, U.B.C. 2.0 MATERIALS All materials making up finished concrete masonry construction shall conform to standards required by Sec. 2102, U.B.C. 2.1 Mortar shall be type M or S as applicable and shalt be pro- portioned per Table 21-A, U.B.C.ond in conformance with ASTM C270, mortar for unit masonry. 2.2 Grout shall have ingredients proportioned per Table No. 21-8. U.B.C.and in conformance with ASTM C476 grout for masonry and shall attain a minimum compression strength at 28 days of 2000 PSI or the required compressive strength of the concrete masonry units, whichever is greater. 2.3 Concrete masonry units for load bearing systems may be concrete brick as specified by ASTM C55. Specifications for Concrete Building Brick, Grade N concrete bricks ore for use as architectural veneer and facing limits in exterior walls. Grade S concrete bricks ore for general use where moderate strength and resistance to frost action and moisture penetration is required. 3.0 STRENGTH 3.1 The specified compressive strength of masonry, rm. shall be 1500 PSI, unless noted otherwise. If higher I'm is noted, it shalt be verified by prism tests and required in section 2105. 3.2 Reinforcing shall have a specified yield strength, fy, of 60,000 PSI, unless noted otherwise. 4.0 SPECIAL INSPECTION For concrete masonry construction which is noted as requiring special inspection per drawings, such inspection shall be carrieda>~ DESCRIPTION OF REVISION DATE out in accordance with U.B_C. Section 1701.5. Concrete APPROVED masonry construction which require special inspection also is CITY OF RANCHO CUCAMONGA required to hove masonry prism testing prior to and during construction as described in Section 2105. -- -- - - - -- -" FOUNDATION MASTERCRAFT HOMES TRACT 14380 1.0 SOILS 1MLSON AVENUE Foundation engineering has been predicated on data and LANDSCAPE MAINTENANCE DISTRICT ' recommendations contained in soils report by SOILS SOUTHWEST, INC. LIGHT PQLE BASE DETAIL REPORT NO. 98022-F , date 03/03/00 : This report is considered pAPPROVED BY art of calculations and construction CITY ENGINEER k4WATF:cPCE NO documents and is to be adhered to in all of its recommendations and requirements. Verify minimum foundation depth, width, reinforcing DE;:RM GOUVIS -C �`'ORNIA " steel and additional expansive soil requirements with valid soils report ENGINEERING -and if they are any more restrictive, then they shall supersede the DRAV,% 44Op Gp,MpLro C-IRIN/E SOU I Gouvis Engineering minimums. NORTH L D NEAPOfZT Bf=A4,1•1 GA 412660 L -11 „F 12 Z 1 - NEWPORT BEACH . 0149) 152-!612 L 15 J 2.0 Soil engineer should reveiw and oprove alt retaining walls prior to construction_ CHECKED DRAVANc No. RCE NO RM. DATE FIL! NO ,L ol3" THICK POURED-IN-PLACE CONCRETE CAP . COLOR AND TEXTURE TO PILASTER CAP. ACID ETCH FINSH. O10"x8-x16' PREC19ON 13LOCK CMU GROUT CELLS SOLID O OPRECAST CONCRETE CAP BY CALIFORNIA DRY STACK LEDGERSTONE FINISH GRADE PRECAST STONE, INC. (619) 443-3863 M.ASTERCRAFT BLEND SERIES. 04 #4 REBAR @ 24' O.C. VERT. W/ #4 MODEL# CC-E-26, W/ACID ETCH FINISH AVAIL. FROM Al STONE ''� CONT. IN FOOTING AND TOCP OF CAST O6"x8"x16" PRECISION BLOCK (909) 360-5935 WALL CMU. GROUT CELLS SOLID ] #4HORIZONTAL REBAR @ 16" O.C. 0 CONCRETE FOOTING O FINISH GRADE ®ro 3" CLR. TIE THROUGH TO WALL SECTIO DRY STACK LEDGE S 0R T NE MASTERCRAFT BLEND SERIES. O4 #5 REBAR IN EACH CORNER VERT. 8 90% COMPACTED AVAIL. FROM Al STONE W/ #4 CONT. @16" O.C. IN FOOTING SUBGRADE (909) 360-5935 AND TOP OF WALL O9 MORTAR FILL O 5 10 O GROUT CELLS ESOL DN BLOCK CMU CONCRETE FOOTING #4 REBARS @ 16 O.C. EACH WAY 2 LOCATIONS MORTAR FILL WrrH MASONRY CLIPS AS REQUIRED PROVIDE MASONRY 1 Y CLIPS AS REQUIRED O ASPHALT EMULSION WHERE RETAINING of 2611 SQUARE OCCURS 1 1 DO DRAINAGE PIPE IN FILTER SOCK W/ GRAVEL. TAKE PIPE OUT (4-) TO CURB FACE 3 Z M 1-sN n n * I ( s �' Ln ii co z 1 9 1 112" :z 3 - - i = 1 OI N I 6 8 i . , , oo � '' 4 i X lit. Q 4-4 8 10 00 1 tl 3 -8 L ' # *- 4 i i 3'-0" CONSTRUCTION OF PILASTER SHALL BE CONSISTENT 1 I WITH CITY OF RANCHO CUCAMONGA STANDARD PLAN 604 CASe- 8 CONSTRUCTION OF MASONRY WALL SHALL BE CONSISTENT WITH CITY OF RANCHO CUCAMONGA STANDARD PIAN 6041 G^5E. '$' STONE ENTRY PILASTER 5 STONE MASONRY WALL 4 SCALE: 3/4" = 1 '-0" SECTION SCALE: 3/4"=l'-O" _NOT T"V-SE O�T�1l,'S /tR-G REQVIR � IbV TN's CATK of R�two CA-4 C.A. ona Ad-40 l-kPNNJ 15 hwr- 1500 C ' TUN F o 04 PM0 0 V C-F� 15V L4stNTFr-v- -M GF1vTF`� Pl,JPet-� 11"!92 '�R-V(TV 1Z.Ari� �-'S . /dctV►7 GON ijT'Q.J Com{d N GN��l,.tN FIS. r24,� e u CITY OF RANCHO CUCAMONGA ETIWANDA ESTATES WILSON AVENUE LANDSCAPE MAINTENANCE DISTRICT WALL AND PILASTER DETAILS APPROVED BY � � RCE NO -24T5 _ i CITY ENGINEER DESIGN REC M ED r , ,• r-, T-, , I DRAWN SHEET n ------ - ----- --•--- L - 12 of 12 n ' CHECKED DRAWING NO. K , 1 DES'-RIPTION OF REVISION DAIL CITY RCE No / APPROVED DATE FILE NO / ���- �"' Oe,wane Place_. NOTES: 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. I a,l ld - 1 ore"°°� 3 a 5 N OT-I �-r vi N E� GN w�.�2. -GP*jT-PAPTPR t. ss-rFf�.N 3 - � a . -1 RF - - - - - - - ✓ - 1.•,�r1 A 9 U 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT 67 69 ra r9°` P ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS '9 1 0 /` �/) Sx° �3 ,z /. d/<. / a5 44 43 42 a�8 � 70 , 76 u AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS /y REQUIRED. ,r • �� � o � r. 71 41 °o � e )3 4• -POI .:� .-.i // % \ �J Carmel -- 62 Knolls Dr,ve a0 i 51 all 72 P _ u O a - 61 bi �0 M►tT�9� s � 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER s \ 13� 3 SPECIES. ,( _ J 1 - 57 i 2,3 nrnClvr CSI 1nr rv�r n >,u u cl I �eo��s Base _gun r 3a 33 ,z D.we - I NORTH TTL .a _ - �- � � 29 :a 2; ?G 25 2a y 1 I _ 1 QCCCL] T!l �irrT w ��n nl nwlTlwln l•1llTJ^L� ` / � - � I I I I I l l � �0 4 6. ---- ea �1 Ir . I � C7 ! I•T^T�: ?T"i'CTTPr7 r-r-;3 / ' _—art A 7. REFER TO SHEET 230FOR PLANTING DETAILS. /' /��. 241h S1.ee1 8. REFER TO SHEET231FOR CONSTRUCTION DETAILS. KEY MAP © 0JUA-14nTIES 1=OF- TRI5 50 ErrO14 L-Y 9. R r-Cn T9 1rrT w G 904C;TRI 1!'�T1f1A1 9PI`=9F:! ,AF9e0s9 / PLANTING LEGEND f f ' • 15 i SYM. BOTANIC NAME Ps COMMON NAME DUAN. SIZE REMARK/DETAIL t I f' g' 4 F3C TREES m ' a STRAIGHT TRUNK - , G P.C. PINUS CANARIENSIS CANARY ISLAND PINE 1&>W 15 GAL. •B• & ' • 30' O.C. 6 s M EUCALYPTUS MACU ATA N.C.N. 5 GAL. STRAIGHT TRUNK _1 E. B C 20 O.C. TR NK T.C. 20.28 STRAIGHT u A.G. a• 1s GA G CERCIS OCCIDENTALIS WESTERN REDBUD L. , , C.O. 12 .. ;t .'J . +. - -� S t p•q• PLATANUS ACERIFOLIA LONDON PLANE TREE 6- BOX STRAIGHT TRUNK G _ s -�,- PYRUS CALLERYANA STRAIGHT T INF; -12 P B BRADfOR�__--_ BRADFORD PEAR 15 GAI. �• / .• _,. - '-'- P.C. — -- 20' O. fiI _ S Q J N SHRUBS WITH 4 THICK MULCH COVER BENEATH16 E.P. ELAEAGNUS PUNGENS SILVERBERRY 0 \ S GAL 6'-0' O-C. O d 'E' C.O. EPWAfl IO 10 /a.IZTJ COuclieR A.G. ABELIA GRANDIFLORA GLOSSY ABEUA� 33 5 GAL. 5'-0' O.0 0' d 'E' DODO SA HOPS 1 56•L.VIA GKE&-&41 N-G-N. O 5 GAL. O' O-C. 'D' d 'E' BG II TEXAS 49 5 GAL. S'-0. O.C. 'D' d 'E' / E' i5 c2yz' -aoc. 1 I�. © t .• .: LD VINES .. P T. BOSTON IVY 30 S GAL. TFtICUSPI0Ai1gSUS ROOK BOX & PV E B IL '• 1. NGINEERING (TYP.) ( :• f -� GROUNDCOVER* 1 7 -- \ / �/ J S J U N I MF U S '6oI JOSE - ! , 1 -,",, • � r� � . * MONIEH NITA SGAL. �D' O.0 G 1,1UN i CHL Y LA \ �� t IVCINUM AAH( N FLAT 12' OC G a i .• . -dTh/. !• �� '1-�';-� BC- 3AIII tiNf"`1�15 N��L rtOHIiT>NIAI *) (.AH ERSE Iis % SGAL 5'0' 0.C. G HYDROSEED LAWN PLANTING -- _. SOIFT �! H-L. MIXTURE NOTE Tf11 SHEET 4 / , * SUNK . �� 1 GAL. 0' O.C. 'G Q Jf I ,- / m ;-' LV L.i+" 1/' 1� 11(/11 �YIL7Grv515 /'V�f 1^�rt '•` NUMMULARIUMA- - - 'r TWIN PEAKCHAM PILULARIS B.P. BAC PEAK * COYOTE BUSH 5 GAL. 4'-0' O.C. G' O ',-• -- PLANTINGSIFF H.M. HYDROSEED MIX 1 SQ./FT. NOT 1 T APPLY 4" T HIC CRjff F-K MULCH IN SHRUB �� TREE LEGEND BEDS AND SEL E I L L) ul, ND COVER BEDS i ! t,' 2 3 i NOTE f C O. c��ttraµE QUANTITIES SHOWN ON THE AS NOTED. REFER TO NOTE #5, THIS SHEET. P E WALL & PILASTER LO NS 2LEGEND BY B G DEPT. (N.LC.) �`�: °- \ .' �-;-� PURPOSES RON Y. OR ESTIMATE SYMBOL SIZE TYPE FINAL QUANTITIES OF PLANT 15 GAL. P 13 A.G. MATERIALS INSTALLED SHALL 21 - SIDEWALK LAYbUT BY CIVIL ENGINEER (N.I.C.) - BE GOVERNED BY THE INDICATED 5 GAL. E.M. PLANT SPACING . G C.O. 6" BO P.A. `' 1 15 GAL. P.B. f . . _ ,- •,.' / KEY: (TYPICAL FOR ALL SYMBOLS) ' Z Q SECTION D ,.,Ts. Q o �E b�w►+� NO. 1435-L _r , 2 0 �� PLANT MATERIAL TYPE 2 O FIXTt)1=E�-�41�U1� � r QUANTITY o -T "A�► X, 3:� � E I,EGT�iC�l. S` 51-t: '1 Dr-SI�N ' 1 MANU1= S1:)NULVW`61 m .) DETAIL CA91-L�•w50t4 - E1,(TE 19 _ PE5c. C�EWIDgiS 141! 4H r _ STM UCE�sE No.418z�z a 11 s�.(MAI SHEET NUMBER - 3 p FOP �l,f,�T�l�t� �t-141 t,5 VA�16S v l E� w � t-�Yov-r �Tc� ® � s � vrrt'r1T1 �s L* •I• o '-;• A � E��/I SECS ��,NT P�L�TT�. -_'� ' TYPICAL SECTION A 8-" �� ` left DESCRIPTION OF REVISION DATE CPT Y _ - (NA .S.) CL 110 //�� ,, CITY OF RANCHO CUCAMONGA t. •"�` �• 41 �,AW D S CAP 3., \p,NDSCA,�, �Q .c� f4 LAND PE LAN Cz CO 45 on.24 0M1� M S y _� G • • JS © ® Cr y �{) -� LIVv05CA�P AIITTiGT-Lie- • e s i :: t _ -7 * * >�N 1 r►c� p xr �1 �lq 3 �.'`� TRACT 14330 PHASE 1 , 9,�CKARDI OF GAL�F qw�5 APPROVED 8Y DATE /� S-yam ® 3 .240 y f p�' ' .: MhI 1414-,"-3-C'7c'&, 9 Qj L � 9Z �► CITY ENGINEER R.C.E. 24953 �� Ocofzl�cTloNS 4N �( 0 t 0 20 40' Y.,a-�,_—=—m---r�`�-- P„�.�:.-^�—.�:�,�-�� WND04L PEiz ENGIN f�K J� P C t _ 2 E" DESIGN Q ti RE COM+ t NC1E D ill H01 W4-1N M F _ P.T. 9 `n�yr 5 t: �,�Q DRAWN N MA TCHL 3' F of r FOQ' T HESE PLANS WERE ORIGINALLY PREPARED BY LAND PLAN T L S 2 IN cA\- SEE ` ,. .S •: BY FOR 3 25!93 NORTH _ � 7 � 2� HES r J FYI) ' 3�)-2002 tl AND UP[�l'�T�D SY / , CHECKED - � DRAWING k� ij.Ci• 3 - / `� DATE FILE 140 - L +O L L i Ut ' � � St �l_� 1S 0 �: OMIT VI hf�S pN v�rAl-L.S t ss-rHn.�l 3' THESE PLANS WERE ORMALLY PREPARED BY LAND PLAN - De,N"�`Y;"`-- - I 61"�-ttzE�#��'� I-fl[sl-+ 3 25193) � _ . s M p UPD� D SY LAt`tT�X ` �1 � T 3 XI 2 _dB•rSJ3 Cnllr - - i� 1 /� \y" `� 5 , V � r %� r� 8 79oJA a� G 7076 = � 64 74 3 17-LT --- - - - 1- --. - I Y • I - --- - - ` '/ CarriFd Mn W. D,�,, � - � � �a„ � Fj �I I. p�{Z�Nr,1 I,t�ER g R.NJS r Y � _ dt C //� �/�,� ��r°� . �.5� w Pvc cOl�urr 2 # >o THHN lof C >>� 7 CONDUCTORS 1 #� 10 THHN GRND o„s Base. Cour ° 3a D"�E S r _ i 32 I I /-� �. / _ ___ ! • I •y I . T•,1�- `� c� '' �2e :'1�` '$t+•' i NORT FI rp HI N 'Jz% IN) - + ` l ,- _ _ - 4 P S K•EY 1'� A%-) ��'' n r �../ j - - - -- - - PLANTING LEGEND o �} o > I� L •s £', SYM. BOTANIC NAME COMMON NAME DUAN S17E REMARK/DETAIL ,f( -- -- Z%, ti-rl -- o I n Y� �{ O ►E� ' f�: ;�� . �� �` 0-• J ��t,flV' y / 'd VAFI I<o TDI -�� �/��tFf✓�� ° �'� -`; - ` ZO' O'I _ ► ;� 2 >i I ; M��J> ►J�a T� f ' , TREES b B"J2r. ""' rfnf T ' - • STRAIGHT TRUNK, G I�Ll P.C. PINUS CANARIENSIS CANARY ISLAND PINE �D'21 15 GAl TRUNK• ; ,•:," E.M. EUCALYPTUS MACULATA N.C.N. O S GAL B d 'CNT20, 0 c C.O. CERCIS OCCIDENTALIS WESTERN REDBUD O 15 GAL. STRAIGHT TRUNK. 53 �NC ' ✓ `1'S , P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE 3 � STRAIGHT TRUNK y f2.1, PYRUS CALLERYANA STRAIGHT TRUNK TYPICAL SECTION A TYPICAL SECTION B SECTION ` �� I 12 o I -- - ' �� P.B. BRADFORD PEAR 15 GAL. C _ + �7 'BRADFORD' •B' d 'C' 20'O-C., i 5 I2 b 20 1 L_I LX,�RSTRo�f"►V - rE MY►zT(E 2 15� 't5 i`C' l50.G• (N 1 S ) (N T S ) (N.1 S.) • _ _0 - - - QU�hRITIEs THIS ONL ; �' 5 5 30 SHRUBS WITH 4” THICK MULCH COVER BENEATH ADDITIONAL FLANTI N LEGE 4D ss j , �e 1x143'5-L GIR'GUIT NO. 1 CONN�Tto G RIVL y,,�sper�gc,�s�N�p Sn I 1 p IL 2 s BI OIFFOMZTIT LIN ��� E.P. ELAEAGNUS PUNGENS SILVERBERRY Q 5 GAL 6' 0' OC 'D' d 'f' 1 bclsT►t•!c� t�1�T�R Ppb. /_ � I SYM Rcsr tlCld, PII�ME CpMMoN N+�tE QT`( Sl?� R EMIdzK�PErhl(, 2. C-rr o F �-�-I•i ctrAll �I'M^ ShV>hI Lf�BL ��GUItj f� Ir ui A.G ABELIA GRANDIFLORA GLOSSY ABELIA�' p 10 5 GAL 5 O' O.C. 'D' d 'E' 1 4�M4""IGK MULC*CAVEK 13ENE?-Ti4 ! i, -2 6" tE Mowt1P I-2 A MP. ClPl 2Z0WC.T 0- a DODON H - - 0 . . s GAL �0 c REFER TO SHEE 3,• DETAIL_ I PHcToc-� l7•I DINES VEC-TSTA FOR'1-'Nl�?i-T U l,Y �4 5CJd_ 5'O•c. 'p' > `E' i 5 oN 'S'I✓!zVl - —_ LEUCOFtIYL.I gin, - - I'ED. L.F. TEXAS RANGER ® 19 5 GAL S'-0' O.C. ' 8 f' FOR ENLARGEMENT OF THIS A A. � �-2 t3ovLv�R55lze��►ss>'+owt1 © ' FRUTEscENs- _ Ga"OV NIJCOVERS - A -- -p o I 5G�. J.S. �uNIPEi�uS'�{dd u W.C.N. 32 SGf�•d. 6'o•c. 'G' t P5 P. = a --- -- - , 1 5.Gr SatVIA GACA I Sa.Evl� © T5•� 5 4-do.C.�E Q G• 69"C�-NAS s'c.� �ht: N .C.N. 44 5 tel- 6'o G. STORMDRAIN BY CIVIL ENGINEERING (N.LC.) VINES �,� �>t-►�*la+'Io*tt�lrDENSts Iy .G.� • 11 I�1- 4'o•c. 'C�� � - 'bWh WFtCt PT PART HENOCISSUS BOSTON IVY 2 / R' S GAl I -- - --- ___ ___ -- ---- • JS t -. � " CONCRETE HEA T RICUSPIDATA ' < y L } ` ' I ; �. ♦ 3 P JECT LIMIT LI c / — --- - �- H.L. kj GROUNDCOVER * ■ ` . ____ - �s ,' 367 2 2 . i I it L A * MON,f NI. 3o-�c.Ll 5 GAL. O C G PT J AF ,, A I O - FOR MOWSTRIP LAYOUT l� - U"' I'LY o _ A!{( 0.I 1 , — ---�-'- • In SEE DETAIL i SHEET 3 � IL z oc r I `` , g� I10RIivr, nL.AF+A H 5GAl 5'-0. OC �G ■ :' t C - XY HYDROSEED LAWN 41 1 MIXTURE ® OZJ1Z /FT H L SO SEE PLANTING ■ - NOT t1 - T 1 E 4 ■ / „ LD NUHI n - * SUNrt I I GAL. 1�p'O.C." 4' 3:1 SLOPE BAGUHAHIS PILULARIs . ■ P.Ar ' /' MAX. ' BP TWIN PEAK * COYOTE BUSH O 5 GAL. 4'-0' O.C. G' A.G. ! H.M HYDROSEED MIX SIDIFT. EE PLANTING awl il1 I ©L �rlD 6 t.i t T NOTE #13 SHEET 4 ■ a,, s -1 * APPLY 4 THICK FtIZZIRMULCH IN SHRUB ■ 5 . 1 �• ♦ S '� A. :-L-LEGEND BEDS AND SELF I L i, UND COVER BEDS _ AS NOTED. REFER TO NOTE #5, THIS S FE ■ I 0 I � _ SIDEWALK ANDDRAINRG I - TIER cIVIr_PV1 S JS , ��Q ����c,r SIZE T ■rn `.�____; I C.O. _ '-'t ISI- L.F. ` - 1 ■ 3 ••' 14 � •� � 5 GAL. P.C. I� ♦ I - ��" ` 5 E.M. ■w 2 ♦ I I 0 �o �,� �,, ■= i ; 19 H.L. 1 i Q jf OF GA�lF�e GAL. ■(n r._. r 2 4 �- 1950 1,� P.A. 36" BO ■w ' f 23 FOR MOWSTRIP LAYOUO. �. ExPirAc 11-30-?00� " 4 �---� BROOD( BOX 8� PVC PIPE BY CIVIL � ■11J - + + SEE DETAIL J SHEET 3 — — ENGINEERING (TYP.) (N.LC.) 5 - - ■ VINE PACING TY CAL ~ GUS u, , t ■W --- - �� j �� VI E SPACING TYPICAL W �L.f 15 GAL B. ■ PRIVATE W LL & ILASTER LsCATIONS 5'-0" 15'-0" 15'-0" 1 '-0" 15'-0" 15'-0" 15'- 15'-0" 15'-0" 5 -0 ■J + BY BUILDI DE .LC.) i _ KEY. ■U � -+-- I ;,• , •, .. . (TYPICAL FOR •;. - ,� O ALL SYM � ■F-- L.F. D.V. rEP. D.V. L.F. E.P. D.V. L.F. D.V. D.V. E.P. Q w� -' ■ 19 12 14 18 25 <L;" 14 1 i 28 16 29 12 PLANT MATERIAL TYP ■ 4 of I 1 f I r✓.G. �� �:. `- -,•. �. ■ A.H. C.G. 4 P.T. 0 /C G. I I C.G. 'Olz G T1ot�5oNL.�( ■ 171 15 31 i r',� 9 13 ,: PI�A•SE I QUANTITY ��., I ► wI•. ">"!�. �..�. rix � SE Z ��' r ;r•�' �+ _ - _ k ' _ �►NOSCIPE H 1T�L'TU E }. ' ; - � -I�- � �-. -- �--; � .. DET IL f "IV .. s 4.I. l)A•ctJ P, TRh�O Cr. .Gj - IL C1Y � Y :� J r � � rt ; .� _ SHF N � � � �: _ S ME3 + u ER a{ S y •Y g 5 � Z6.7 - r 9 c n 9 1; PH•94i 1 �,.- - _ 4 �' •� _ - 9 _.tet r •"� - � •�<- . , f�•, ® �►`�' 6� To As�U11-T�oNt�t1Y�1� 3-q-o� •�- _ - . T* >�DDErD Po,ADhEP P(,/.�T M>�t RIAL,�Ev.aTY BY 4. 0 r 14 7117 I C.G. c4'v H �- IzEVj:5F �< J 3 DESCRIPTION OF REVISION DATE APPR. ■I 0 H.N. C.G. A.H. A.H. H.N. N. A.H. c.9 p A.N. H.N. 20 1ao A 12 24 13o I(�p 18 434 75 6 r CITY OF RANCHO CUCAMONGA _ � � �p,kOSCq� 2 4 r n RIS Ar-EA NO L.ONGIE� ?A%FT STREET ��`� K� ��`�E F4� LANDSC CANTING PL�,rJ SIDEWALKC12 LAYOUT BY CIVIL ENGINEER I. R?►W1 � W� &k �p �' m MAST Gr''(�S r P.C. A MEANDERING WALL P.B. -� P.C. C.O. U N N C.O. - 8 1 3 OF 6 3 (ALIGN TRANSCEPT TY ) 3 ��11 TRACT 14 NOTES: Q 380 PHASE 1 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF NOTE: Eof eAL'�� APPROVED BY _ DATE ,f s r� SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER QUANTITIES SHOWN ON THE -bi1°�I� CITY ENGINEER �� R.C.E. 4953 2. SPECIES. - � LEGEND ARE FOR ESTTMATF -�- -A. - � 0 10 20 40 DE$I GN -<.�4 RE COM►.ii NLiE U PURPOSES ONLY. 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT 6. FINAL QUANTITIES OF PLANT *" � A ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPAGING. FIELD CONDITIONS MATERIALS INSTALLED SHALL D °�` N _ _ __ $KEE 1 AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS 7. REFER TO SHEET 23WOR PLANTING DETAILS. BE GOVERNED BY THE INDICATED TL I � $ pf 231' REQUIRED. 8. REFER TO SHEET2.'3DFOR CONSTRUCTION DETAILS. NORTH _ 4, - J 9 QI=CCQ TO 91 IF-PT 4-FOR GON TJ�1 GT ON PFC-IFIL TI PLANT SPACING . CHECKE L, ING NO 'T"C�"T'CTCI•TC7rT _ __ .. - D�,tiF: oMI7TfD fly , RABDATE — BILE N0 - -- _� �� 6f fLL i 4�jZ 0r yrs t i S T. T -- - -.---� -- -- - ---T- -- - - - - .. J I Ill i � j • 5 j A+tura D/NQ Ovel/OOk 3 1 0 2 a � 8 B B S�C�T �rj �I��D `� •� �/ Las Bnsas Court - 10 .1 c m� 68 m 67 So.orro D„ted M � L' 12 c d •s •. •3 .? ? .g 70 1J NO LoNcit�lzA< FAfr �•1..R-f' -Y,'• �T... Q a6 01 g 50 O 71 73 16 � 62 17 VMJ . O 51 a,, 72 ` ” V Carmel T Kno+IS Orrve •0 abio 16 e \X10 � I l as s2 � ss 19 a r of 20 3 CSW u J — 1 I y 37 ',.t., -'► `i Lot C PLO's c Lamb s5 56 57 56 U 21 i Deb,-S Basan Court Z Drve 22 �, p� 9: B m 1 6� U 2 � '_ j z- ze 2s 2. 2J NORTH ., > I I 3 1 - --- - v!-IFFY p - - lain Street • . KEY MAP • C =d v I�' -ro 10'-&11 o PLANTING LEGEND _ A !rte_ l TO B SYM. BOTANIC NAME COMMON NAME QUAN. SIZE REMARK/DETAIL TREES P.C. PINUS CANARIENSIS CANARY ISLAND PINE 15 15 GAL STRAIGHT 7RLI B. 6 ' ' 30' O.C. 6" C NCRETE HE DE � . `� --- A "'��w `T �'- TYPICAL SECTION E.M. EUCALYPTUS MACULATA N.C.N. S GAL. STRAIGHT 7RUNM. 20' 0.C- PR PR ECT LIMIT LI E - -�_ dR (N.T.S.) '�"� C,O• CERCIS OCCIDENTALIS WES(ERN REDBUO 4 15 GAL. STRAi�T25gQ_C. A.H. - --�_ 28 P.A. PA PYRUS CAL ERYAN GLIA LONDON PLANE BRADFORD PEAR TREE w 36' BO STRAIGHT 1HUNK �- P.B. 3 15 GAL. 8' 8 ' 20' O.C. ui U eSHRUBS WITH 4" THICK MULCH COVER BENEATH E.P EIAEAGNUS PUNGENS SILVERBERRY qq S GAL 6'-0' O.C. v' d 'E' • 1 ■ A.G. ABELIA GRANDIFLORA GLOSSY ABI 8 5 GAL. 5'-0' O.C. 'D' d 'E' D.V. DODONAEA VISCOSA HOPSEED BUSH 46 5 GAL. 5'-0' O.C. 'D' 6 'E' ICTL.F. + TEXAS RANGER 51 5 GAL 5'-O.O.C. 'D' b 'E' � 34 33 - VINES Am PJ. PARTHENOCISSUS BOSTON IVY 36 5 GAL. I ' TRICUSPIDATA 32 � GROUNDCOVER * 3 AIi ;Ij;,TAPliYl OS '.:• ' ,'••,, I A.H. OO RI * MONTEREY MANZANITA 361 5 GAL. 4'-0' O.C. 'G' - M4N�IRLIC-QARpLI:_ - - ---__- -- — __ --- - • "' L.F. • H.C. HYPERICUM CALYCINUM AARON'S BEARD FLAT 12' O.C. 'G' \ ' ' w "1' 1 1 30 - HORIZONTALIS C.G.. CEANOTHUS GRISEUS* CARMEL CREEPER 33 5 GAL. 5'0' O.C. G' L_ • • �� ■ EED LAWN SEE PLANTING r` co MIXTURE MIXTUR MIxTURE sO� NOTE #11 SHEET 4 Z ■r N.N. 'HELIANTHEMUM * SUNROSE 1.001 I GAL. 2-0•O.C. NUMMULARK M _ ■ F3WZ64ARIS PILULARIS Q 29 ~ B.P. * COYOTE BUSH 28 5 GAL. 4'-0' O.C. G' ■w TWIN PEAK E k � PRI TE WALL & PILASTER LOCATIONS ■w N.M. NY�RosEEo Mlx SO./FT.. TE 13 SHEET a DEPT. N.LC. BROOK BOX & PVC PIPE BY CIVIL �� ■T- VINE * APPLY 4" T HICK SHRE UDE D MULCH IN SHRUB BY UIWA W ) ENGINEERING (TVP.) (N.I.C.)--� SLNG T PICAL w TREE LEGEND ■ BEDS AND SELECTED GROUND COVER BEDS U , � P ■ H.N. i ■w AS NOTED. REFER TO NOTE #5, THIS SHEET. H.N. 50 " r� SYMBOL SIZE TYPE 1 13 15 -0 15 -0 15-0 15-0 • ■w Z P.T. w w ■J . A 15 GAL. P.C. 36 O E.P. L.F. A A.G. E.P. I i 1 i D.V. a rL.F. E.P. D.V. L.F. ■_ /H——N :; D.V. Q 26 X 18 13 8 7 ■ � 5 GAL. E.M. " 12 20 15 8 11 ■Q 293 • ' . ; �• � 15 GAL. C.O. M C G ;:, ,,•,, , 3 � `,.� w �► - ,.. .� � � 3 . - � _.Ltw��l►� ut6r. ��� � ��••r•�Iiiir �. . ��� _..�� _ _ ��-- �,� _ .� .�� ��... - • an . .Z��� �': :.� �► ; , ,`'1- � . ate! - � � . ( 1€ � � � � .r. .'1v ?54 F $ s'`'i .R_�.....__. _ "fir .. Y -_ x- -. . 4y. - --. i - - - - -- 1 tom.- �. — : - I iv _ .. .._ -..•. _ _ - r-_ _ .,�. '�- - - �r,� � i •. . \ . , . - � .. .. .. w ._ >� . .. . : , s .� ,' � � � s) � 36 BOX P.A.- A, .A.� tJ } r x f r H h'X• i . T - •Xhh '•ice y !• . 7 I •.l "T C fir. �x VY R . L. P.B. 1 1 5 G {f R•, r t If f P.B. -==•�=; . .. _.. _ �.1"}L .� I ���,_.�, Vis- ''`'_ • •, \+- _ _ _ , . I KEY. (TYPICAL FOR ALL SYMBOLS) �� R ♦ . C' PLANT MATERIAL TYPE � 'o H.N. A.H. C.G. H.N. H. C.G. A.H. H.N. H.N. C.G. H.N. A.H. A.H. 35 15 15 5525 7 28IMP 238 29 1 1 63 19 199 e QUANTITY 24th STREET DETAIL SHEET NUMBER SIDEWALK LAYOUT BY CIVIL ENGINEER (N.I.C.) SEE SHEET 20 * T1>EZZTuv s1 8'r , rro \1LCH r �� DESCRIPTION OF REVISION DATE c"'I Y NOTES: NOTE qTE oma`' APPR. 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. QUANTITIES SHOWN ON THE �o� " gpfq CIF RANCHO C U CA M O N GA LEGEND ARE FOR ESTIMATE ��P �R,Ncj'kny/ 9C, 2. � - '� � 1 -' - PURPOSES ONLY. � ���- a� 2ao3 "�g2 � LANDSC E PLANTING PLAN FINAL QUANTITIES OF PLANT 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT MATERIALS INSTALLED SHALL cr 121 R ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS BE GOVERNED BY THE INDICATED -A- ONLY INLA EMPIRE AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS PLANT SPACING . >. 0 �Q REQUIRED. q� •I�30I ;.'�� TRACT 14380 H A S E 1 4. REFER TO ITEM 7, PLANTING NOTES, SHEET 4, FOR ROOT BARRIER APPLICATIONS ✓F va, \t j I AND INFORMATION. 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF APPROVED BY DATE CAS- SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER G'iIONS GNI.`( CITY NGINEER C.E. 2as53 SPECIES. REFER TO PLANTING LEGEND FOR GROUND COVER SPECIES TO r - ~ 0' 10' 20' 40' DES►CaN RECEIVE SHREDDED MULCH. - MP 6. REFER TO SHEET 4 FOR PLANTING NOTES. D FtA W N .- • •..... ..•01...•1. t•t•PrrM.••rr S K E E 1 TFESE PLANS WERE ORMALLY PREPARED BY LAID PLAN 7. REFER TO SHEET 23 FOR PLANTING DETAILS. TL 100 NORTH -a,:>�► 'aCA►0�� 19 of 23 DESIGN GROUP (6/30/91) AND UPDATED BY FORMA (3/25/93) 8. REFER TO SHEET 3 FOR CONSTRUCTION DETAILS. Cit EC KED c E No"`N•700 9. REFER TO SHEET 4 FOR CONSTRUCTION SPECIFICATIONS. RAB GATE F d •`�,!NG NO. . FILE r+0 Oe+Norte Place NOTES: . s Aftwi Omm Ovvr0N* 3 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF _ 4 2 a 7 �Tn/�(�T�� �� p SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER Las ansas cove 11 � �' �' • 2. "�TrTTTT,C7^T"C1�T"GTT1'T 4 RF r�49R r rnR PI ANTS !wll� ��4 7L7 SPECIES. REFER TO PLANTING LEGEND FOR GROUND COVER SPECIES TO e) o ee '° °� RECEIVE SHREDDED MULCH. n 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT44 ' 6. REFER TO SHEET 4 FOR PLANTING NOTES. opf' ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS u .2 7p 76 13 AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS 7. REFER TO SHEET 23 FOR PLANTING DETAILS. " s ': .9 a3 16 'S REQUIRED. 8. REFER TO SHEET 3 FOR CONSTRUCTION DETAILS. .° 41 62 73 ,> 51 4. REFER TO ITEM 7, PLANTING NOTES, SHEET 4, FOR ROOT BARRIER APPLICATIONS 9. REFER TO SHEET 4 FOR CONSTRUCTION SPECIFICATIONS. ca"nel �°'� D� 47 •0 5 6, '� ,a AND INFORMATION. '° 53 �` 20 u � f �gTQ is 36 37 3 3 5421 4r Lot C 1I* ca „a SS se s7 x C3 W Debris Satin Court 32 Dave 22 20 19 16 m 17 16 115 1413 12 11 U 31 30 2P 26 27 26 25 24 23 NORTH a J t ! dW 1 34 33 32 1 31 30 i > U KEY MAPcr , ■ w J 29 28 NO �-ONCi� )P - E + j ■ N ` SEE SHEET 19 m D ■ � -- ■ o 24thREET ■ w c o N `J�1 O F ■ 00 17 �� 18 19 20 21 '2.2 ■ x .y. . j. uj v " 7 �� . n • x R ■ Nzi H.C. B P H.C. C.G. H.C. C.G. N.C. B.P. H.C. C.G. C.G. H.C. C.G. ■ 270 \201880 17 572 8 350 17 208 5 9 406 18 ■ TREE LEGEND PLANTING LEGEND P.B. SYMBOL SIZE TYPE SYM BOTANIC NAME COMMON NAME QUAN. SIZE REMARK/DETAIL 19 ( ._ TREES P.C. PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. STRAIGHT TRUNK A 15 GAL. P.C. B' d, 'C'_30' O.C. �J" ((�� ■ 5 GAL. E.M. E_M. EUCALYPTUS MACULATA N.C.N. 5 GAL. B RAIGHT TRUNK C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. STRAIGHT TRUNK 'l7 15 GAL. C.O. P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE 8' BOX STRAIGHT TRTK, P B PYRUS CALLERYANA BRADFORD PEAR 33 15 GAL. 13,& * 1 ,; 36" BOX P.A. `BRADFORD' �' a �a' o' O.C. b?' 15 COAL. P.B. - e SHRUBS WITH 4" THICK MULCH COVER BENEATH �k �131Cj_0 T E.P. EI AEAGNUS PUNGENS SILVERBERRY S GAL 6'-0' O.C. 'D' 6 'E' I mulai A.G. ABELIA GRANDIFLORA GLOSSY ABELIA 5 GAL, 5'-0' O.C. 'D' & 'E' KEY: (TYPICAL FOR ALL SYMBOLS) D.V. DODONAEA VISCOSA HOPSEED BUSH 5 GAL. 5'-0. O-C. 'D' a 'E' I IQr �rLEI� L.F. 17-717V TEXAS RAWiFR 5 GAL. 5'-0' O.C. 'D' & 'E' RLIT�SCEN . i I PLANT MATERIAL TYPE ■ _ 1 r• QUANTITY Q --- VINES ■ _ . I W i S --■ PARI HE NOCISS I P.T. US BOSTON ICY 5 GAL. I '{. TRICUS PIDATA _ 27 26 25 23 Lot A Q z I I � _ w SECTION � > O- GROUNDCOVER �"�TAP11Vt - N.T.S. �� A.H. ri0 Y Fi 1 * MONTEREY MANZANITA 5 GAL. 4'-0' O.0 G' LIJMONj NLY CARPET N H.C. HYPERICUM CALYCINUM AARON'S BEARD 4146 FLAT 12' O.C. 'G' N H ■ C.G. CEANOTHUS GRISEUS* CARMEL CREEPER 71 5 GAL. 5'-0'O.C. 'G' ■ / HORIZONTALIS iHYDROSEED LAWN SEE PLANTING H.L. MIXTURE S' NOTE #11 SHEET 4 W: H.N. HELIANTHE 1M * SUNROSE I GAL. 2'-0'O.C. 'G - - — iJUM1:ftA ARIUM >� ___ _ ______..___ __-__..___.___ ---_—_-- ----.__ _ PILULARf -_ .. _.__._. _ -- .__ _ . _,.__..__-.. �-_ _-___._��. --�_.__-_.___.... ---- B.P. � COYOTE BUSH 103 5 GAL. 4'0' O.C. 'G' BACCHARIS CLQ■ SEE SHEET 19 TWIN PEAK T 1 T Q■ H.M. HYDROSEED MIX SQ./FT. SEE PLANTING ■ 2 4th STREET * APPLY 4" 1 HICK SHRLDDE D MULCH IN SHRUB W to BEDS AND SELECTED GROUND COVER BEDS �: � g`�' AS NOTED. REFER TO NOTE #5, THIS SHEET. W■ 23 24 5 26 27 ~ �G UOQ�T BY L414t41 CX DESCRIPTION OF REVISION DATE APP R. - _-. .., � �� �� Cll� OF RANCHO CU AMON A `R ' APF � ' 4p ■ B.P. H.C. C.G. B.P. ' H.C. H.c. B.P. H.C. c; ,��° ��� LANDS PE PLANTING PLAN ■ ■ 13 595 14 24 300 175 29 390 // - -, * __ * OR oi n&1 OTE: 9 r►f �? WATT INL D EMPIRE P.B. QUANTITIES SHOWN ON THE OF Ar-\i����Q Of cap` TRACT 1438 RASE 1 14 LEGEND ARE FOR ESTIMATE aF Cl+ PURPOSES ONLY. ©GO SOt4uy APPROVED BY DATE FINAL QUANTITIES OF PLANT CITY ENGINEER R.C.E. 24953 MATERIALS INSTALLED SHALL e' 10. 20' 40' '`" n DESIGN � 111:1�cc �E ��.E [� BE GOVERNED BY THE INDICATED M.T.P. �� PLANT SPACING. DRAW N 3 VO V'4M STFCr 1. SUET i 1`00 .r THESE PLANS WERE ORMALLY PRFPARFD BY LAPD PLAN NORTH T.H.L. -oma CA 92Qz6 2O OF 2 _ DESIGN GROUP (6/30/91) AND UPDATED BY FORMA (3/25/93) C M E C K E C} RC E N� ��"� NO DkAWING NG. R.A.B. DATE FILE 140 NU 1 L6". T LOT D % // �'� J 1. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. ANLPV oma. _ " 4 s A C PAVI N Q FUTURE PLANTIN a /� ' /i i �` 2. `,` „1 Q+. ' • a ,.I$ •ear c«&am 00,, i t Co. CIVIL PLh G t/ W/DEVELOPN)E44T.� �� A 3. P �A'N SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT « •0 w F TRACT/Y3 � �'"I /ONLY AREAS TO PE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS ,• •' n» � ,>r " L \ / >� J / /AND /<SSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS .. ., .. . +s RWIRED. WALL SER ��i Q� / i 4. KEFER TO ITEM 7, PLANTING NOTES, SHEET 4, FOR ROOT BARRIER APPLICATIONS / 11► G /IV I L- PLANS ti i / �/ AND INFORMATION. �, . 47 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION O • `s as ,. „ SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVE s, so N FOR COVER SPECIES T 7° '• s� SPECIES. REFER TO PLANTING LEGEND ROUND O G � � �. 54 57 „ /0' G r / / RECEIVE SHREDDED MULCH. 34 Dr" 22 (15 �• FENCING 'PER --� / / /� , 6. REFER TO SHEET 4 FOR PLANTING NOTES. rllt9 ,s o ,7 ,s is 14 i13 ,z '? " x a. « n s+ NORTH G IV I L -PLANS ( / �' • ( 7. REFER TO SHEET 23 FOR PLANTING DETAILS. --- -------- -- - - - --- — . ` ••0• + I I # I�i i 8. REFER TO SHEET 3 FOR CONSTRUCTION DETAILS. �. '.• I I 1 9. REFER TO SHEET 4 FOR CONSTRUCTION SPECIFICATIONS. KEY M A P 1 \� PLANTING LEGEND •• , , ` \ \ SYM. BOTANIC NAME COMMON NAME AN. SIZE REMARK/DETAIL NOTE : •• \�\ \ \ WALLS AND FENCING FOR DEBRIS BASIN SHALL Lj TREES �: • •• � \\� \ \\ \ \ BE MAINTAINED AS PART OF LANDSCAPE P.C. PINUS CANARIFNSIS CANARY ISLAND PINE 15 GAL. of�'c�,T3o�o c _ MAINTENANCE DISTRICT N0. 7 - - - -- -- \ \ 'B' d I20 O \ \ \ \ E.M. EUCALYPTUS MACULATA N C.N. 16 5 GAL GHTUtC • \ \ \\ \ CO. CERCIS OCCIDENTALIS` WESTERN REDBUD 5 15 GAL STRAIGHT TRUNK ' . C ••• ` \\ \ \ \\ \ P.A. PLATANUS ACERIFOLIA LONDON PLANE TREE 8- BOX STRAIGHT TR NK �j� ' \ \ \ \ \ \ P B PYRUS CALLERYANA BRADFORD PEAR iS GAL. STRAIGHT TRUNK .. �1n \ \ \ ` \ 'BRADFORD' 8' d 'C' 20' 0.C. SHRUBS WITH 4" THICK MULCH COVER BENEATH �k s _ s,• .s\ \ \ \ \\ \ \ E.P. EL AEAGNUS PUNGENS SILVERBFRRY 5 GAL 6'-0' O.C. 'Dd 'E' �. ' /�,® •• \ FUTURE'RLANTt4G A.G. ABELIA GRPNDIFLORA GLOSSY ABELIA 5 GAL 5'-O' O.C. 'D' d 'E'�C� •• \ \ W/DEVEPMENT • � � D.V. DOOONAEA VISCOSA HOPSEED BUSH 5 GAL. 5'-0' O.C. 'p' d 'E' •to \ \ \ \\ OF TRACT 1bV7 \ L.F. FRT { NS yLTEXAS RANGER 5 GAL. 5'-0. O.C. 'p' d 'E' H.M. 9 "' •, \ \ �� \ \ 8817 •• \ E.M. q� •• \` \ -- VINES 7 .• ��T •• \ \ \ ` \ \ \ \ P T. PART HE NOCISSUS BOSTON IVY 5 GAL I ' ----- - - - - - - n TRICUSPIDATA �� �• \ \ \ � \ \ � � ` OGROUNDCOVER * .� C.O. • , \ \\ AFi 1.. TAPNYIu. • \ \ \\ A.H. ri0 N MONTEREY MAN7ANI1A 5 GAL. 4'-0' O.C. G'5 •.; \ \ \\ MON RLY-LARPLT'- . - _ - - — - -- •: \ \ \\� \` H.C. HYPERICUM CALYCINUM AARON'S BEARD FLAT 12' O.0 'G' \ � C.G. CEANOTHUS GRISEUS CARMEL CREEPER 5 GAL. 5'-0' O.C. 'G' �• ••• \ \ \ \<\v�\� \ HORIZONTALIS • ••• \ H.L. HYDROSEED LAWN SOJFT SEE PLANTING MIXTURE NOTE #11 SHEET 4 •, \ ��� H.N. NUMMULAR �' SUNROSE I GAL. ?'-o•O.C. �G' \ 1` BACCFiARIS PILULARIS ` B.P. TWIN PE AK * 5 GAL. 4'-0' O.C. 'G .. AC PAVING • L _ � ' H.M. HYDROSEED MIX 34017tSO./FT.ISENNOTE 1N - T E.M. BY OTHERS ( i I �k APPLY 4" THICK SHREDDED MULCH IN SHRUB . . ---.w DEBRIS BASIN 9 SEE CIVIL >'LANs� • rr t TREE LEGEND BEDS AND SELECTED GROUND COVER BEDS AS NOTED. REFER TO NOTE #5, THIS SHEET. .� ` • / / / �� SYMBOL. SIZE TYPE ■ ■ � // / /;/ O� // � 15 GAL. P.C. ■ ;� /r / /� �' ///� 5 GAL. E.M.- /FUTURE PLANTING 15 GAL. C.O. ■ . I I r r! / W/DEVELOPMENT ■ l l Il I/ , OF TRACT 13527 36" BOX P.A. ■ •+J rr^^ ■ • l l II /// 1 ■ / / r / I CIO / / / ♦ 15 GAL. P.B. ■ ; I l � � r I/ / ■ I / I NOTE: KEY. (TYPICAL FOR ALL SYMBOLS) CV■ I r '� r QUANTITIES SHOWN ON THE NZ / !l tl /l/ LEGEND ARE FOR ESTIMATE PLANT MATERIAL TYPE F—■ w Lu r I / PURPOSES ONLY. W0■ a. 1 I I I r / FINAL QUANTITIES OF PLANT _■ v v OJ I / 1 f i / / MATERIALS INSTALLED SHALL O D Ll` QUANTITY �■ R I t �( � t t / BE GOVERNED BY THE INDICATED ui■ g41p �;,� ! �� I PLANT SPACING . WDETAIL C ■ M-j w • • r , fi ! i t l r 1 r 1 SHEET NUMBER LLJ z■ IKkALL PER O p t , i I t �( t I -J■ GIV/L PLANS at'� 1 i, KDSrr 4P _■ a Q �■ Zj IxAC PAVING Q ( S _cy'BY OTHERS ul■ MOWSTRIP DESCRIPTION OF REVISION DATEH.M. I MOWSTRIP (SEE CIVIL lLANS� Glvl� i��4N5 1PP R.■ r -w���. ,�_ ILa�-��Ij.�I►�1►w=�► GRADING ROTHERS U �' `r-J`�s►�w�a-r►.�..�r. _ � � ! 3; `�'�►�- _4■•�` �lr ��`_�, ,��" ��,-9►�/ .�.. �.. �a•+�'vw.`7 �\,-.-�v►im.=; 2`�0� ? _�r�►�►�..r �I j \,,�3■ TERS (SEE CIVIL PLN .�����'���s�r�� .. �� I I � '• CITY OF RANCHO It I I I l q � Q - N A FAL. �-_ f ,� j �r � s i '• i I �IFOFCM-W �� r•,.� LANDSCAPE PLANTING PLAN ► •• , I I ■ w pX ALIGN WITH STR ET FACE OF PILASTER I 1 ► FOR ■ �Q � y •�. I' t REFER TO CIVIL ENDERIGINEER PLANS ACCESSS BASIN ROAD WATT INLAND EMPIRE ■ M D 6" CONCRETE HEADIR I '� �; TRACT 14 380 PHASE 1 ■ D TO FOLLOW EDGE OF PROPOSED ' � ll' �.DE I ASIN TEMPORARY ACCESS ROAD APPROVED BY DATE.& 24953 `S- — — — -- — INFER IL22iz CITY ENO R.C.E. UE 54 G N Y 2O 0' 10' 20' 4v 2O "-� DR.A W N .w...•oes •wercnt, .r. ,.r.v".++• wr...r,r SI ' I 1 DEBRIS BASIN ACCESS ROAD (1 3100 &I-*-TOL SIM11, L-f,rE vo VACANT THESE PLANS WERE OFMINALLYIPREPARED BY LAND PLAN NORTH -c0m &0'rA CA 90�*" 21 OF 23 >'14tstoo DIESIGN GROUP (6/30/91) AND TED BY FORMA (3/25/93) Ct E CKF [' R.0 E NO DF 'IE ; . P44 f/< . GATE FILE NO 5 No,IF AIN , NOTES: -- _ -- t. QUANTITIES ON LEGEND ARE FOR INFORMATION PURPOSES ONLY. AAt�Drives a.,,�., ' 3 • : • N 40 ,0 •► 3. PLAN SYMBOLS DO NOT REPRESENT ACTUAL QUANTITY OF PLANTS, BUT 76>7 12 11 ONLY AREAS TO BE PLANTED PER THE ASSIGNED SPACING. FIELD CONDITIONS 45 K 43 42 m n 1413 AND ASSIGNED SPACINGS SHALL DETERMINE ACTUAL QUANTITIES OF PLANTS �. « f REQUIRED. o 74 � ,s M 4, '� n n n 4. REFER TO ITEM 7, PLANTING NOTES, SHEET 4, FOR ROOT BARRIER APPLICATIONS ,t,K1e o,;,f 47 .o s, n AND INFORMATION. �y - i1 1• 5. REFER TO ITEM 9, PLANTING NOTES, SHEET 4, FOR CORRECT APPLICATION OF «1Ot 0 s, •, r SHREDDED MULCH BENEATH ALL SHRUBS AND SELECTED GROUND COVER . � � b N r ,. ,. 56 50 s� so 2, SPECIES. REFER TO PLANTING LEGEND FOR GROUND COVER SPECIES TO DeDri• 606in COLO � 33 32 Dr>" a RECEIVE SHREDDED MULCH. is ,• o ,7 tb ,S 14 13 ,p tt �, b b Z7 76 2! N 13 NORTH Ilk � 6. REFER TO SHEET 4 FOR PLANTING NOTES. A. _ _ A 7. REFER TO SHEET 23 FOR PLANTING DETAILS. ♦ 24th 8. REFER TO SHEET 3 FOR CONSTRUCTION DETAILS. KEY M A P 9. REFER TO SHEET 4'FOR CONSTRUCTION SPECIFICATIONS. �♦ CHAIN LINK FENCE �♦ (PER GIVIL PLANS) FE.M. EUCALYPTUS NTING LEGEND • ♦ F�'fUf� 1°�NTf�1Gr ,' 1 ♦ �/ �.I�' PAy I ANIC NAME COMMON NAME OUAN. SIZE. REMARK/OE TAIL ♦ OF � Of 1727 EES • ' S CANARIENSIS CANARY ISLAND PINE 15 GAL STRAIGHT TRUNK 'B' 3 'C' 30' O.C. D�C �♦ \ / ' STRAIGHT TRUNK �. /� i`Gt 11Mt� MACULATA N.C.N. 6 S GAl .B' d 'C' 20' O.0CIS OCCIDENTALIS WESTERN REDBUD 15 GAL. STRAIGHT TRUNK H.M. S 1- % B' ,� -_2� ANUS ACERIFOLIA LONDON PLANE TREE 8' BOX STRAIGHT TRUNK �`� ♦ �\ OR �y PYRU CALL YANA STRAIGHT TRl1Fh' ��' ♦ 'r G: P.B. 'BRADFORD' BRADFORD PEAR 15 GAL. �, C 20' E.M. �rj _ ♦♦ 1�2 i IAsx. 0 SHRUBS WITH 4 THICK MULCH COVER BENEATH OL ' 6 ♦ Iv 121 v I�I S { T E.P- ELAEAGNUS PUNGENS SILVERBERRY 5 GAL 6'-0' O C 'D' 8 'E' A.G. ABELIA GRANDIFLORA GLOSSY ABELIA 5 GAL 5'-0' O.0 'D' 6 'E' D.V. DODONAEA VISCOSA HOPSEEO BUSH 5 GAL 5'-O' O.C. 'D' d 'E' Q •• L.F. . r i� {FRUlucrNt TEXAS RANGER 5 GAL 5'-0' O.C. 'D' 6 'E' 'o .� o`er SECTION - � .� A - VINES Ow(N.T.S.) PT PART HENOCISSUS BOSTON IVY 5 GAt I ' P!, . -_--- -TRICUSPIDATA - V CHAIN LINK FENCE �y� � - .♦ 11(/1✓ -0 �1 j�l (PSR CIVIL pLr4NS) GROUNDCOVER * '( '( 127 A.H. ri0I MONTEREY MANZANITA 5 GAL. 4'-0' O.0 'G' �• AR T aAP!sYt ., . % MON RRTLY-CARPLI* - --- -- - - H.C. HYPERICUM CALYCINUM AARON'S BEARD FLAT 12' O.C. 'G' .• ` YI d�(1 l '!� �}'� C.G. CEANOTHUS GRISEUS * CARMEL CREEPER 5 GAL. 5-0' O.0 'G' HORIZONTALIS rYl H.L. HYDROSEED LAWN SQ SEE PLANTING .. MIXTURE NOTE #I I SHEET 4 vas%: H.N. L �_ - sLfilRosE I GAL r-o•o.C. NUMMUI ARNM * C' BACCHARIS F;0LARIS �. B P TWIN PE AK * COYOTE 5 GAL. 4'-0' O.C. 'G' -= H.M. HYDROSEED MIX 15269 SO./FT. SEE PLANTING NOTE #T3 SHEET 4 ■ �` � �'�'' �I Nom• 3' �9 � � APPLY 4" NICK SHREDDED MULCH IN SHRUB r TREE LEGEND BEDS AND SELECTED GROUND COVER BEDS ■ 4w . - DEBRIS BASIN AS NOTED. REFER TO NOTE #5, THIS SHEET. ICiIRIT�oMor SYMBOL SIZE TYP` ■ 3 30 ■ c� Q �► 15 GAL. P.C. H.M. ■ 813 ■ ■ 5 GAL. E.M. ■ N B 1 6" CONCRETE HEADER SECTION ■ F— 15 5 G AL. C.O. ----� 3 PROJECT LIMIT LINE ■ W (N.T.S.) — ■ _ ! 36" BOX P.A. ■ U . .•. ', • . , • • . , W ;� 'LI�,C,p �.�dL(, t�.�/f�tf� + 15 GAL- P.B. ' W PER GIVIL PLANS - a ■ Z K_ (TYPICAL FOR ALL SYMBOLS) • s OONCRETE SPILLWAY, (N.1C.).' O H.M. t -. .. 44 81 ■ _ PLANT MATERIAL TYPE �C M 110 _ ■ Q G FAV INCA ♦ QUANTITY • 0 WALL PER Y ' _ • '* GI VI L PLANS TD -$ LL t _ SEE MOTE SHT.�,21 DETAIL 0: ■ D MOWSTRIP �; GRADING 3 's SHEET NUMBER BY OTHERS ■ I ■ ZS' Zi I • ' (SEE CIVIL PLANS) —�� �.t.. .....t.,..s..tt..t...-. ...�.11.....w.�,�•.,..�.A-.t . ..A,.�- , '� ��i Z T T 2 • _ �*.F�. --Ztt,i r•..,--�a�\.,.'E e f''s �f -esieer _, ., s . ► w ►eeTe►..•+s W N o XQ ■ DESCRIPTION OF REVISION DAA Ar* R 1� SECTION00 C (N.T.S.j CITY OF RANCHO CUCAMONGA N 90p ■ `ANOSCgPF _ LANDSCAPE PLANTING PLAN � FORN END OF c' j� CONCRETE HEADER ■ NOTE: cz �, WATT INLAND EMPIRE RB �� 6 C ■ QUANTITIES SHOWN ON THE TRACT 14380 PHASE 1 CU ,� 3 PROJECT LIMIT LINE ■ '4^ ure LEGEND ARE FOR ESTIMATE ' PURPOSES ONLY. Date , DEBRIS BASINA CCESS ROAD FINAL QUANTITIES OF PLANT sr APPROVED BY DATE , '- .5 ■ MATERIALS INSTALLED SHALL 'rE OF CFCITY ENGINEER 1 R.C.E. 24953 OE�ICh i!€ CCA'►"I [ y VACANT BE GOVERNED BY THE INDICATED o' ,o' ie' .o' F��l PLANT SPACING . l THESE PLANS WERE ORIGINAL LY PREPARED BY LAPD PLAN NORTH -$100�oa s--COs T,�A � �CA 9�N 22 pF 23 IM 7114"470070D DMr-A GROUP (6/30/91) AND UPDATED BY FORMA (3/25/93) CKE CKE CT fI.0 E No— DATE o DATE FILE NO S—L 9L °SEs ;ry° PLANTING LEGEND GREATER ^ NOTES: N THAN DIAMETER. REMOVE NURSERY STAKES CC 2. STAKES TO BE PLUMS AND F PARALLEL. E �` 3. STAKE TREE PERPENDICULAR SYM. BOTANIC NAME COMPIAON NAME DUAN. SIDE REMARK/DETAIL l TYING PLAN 0� :\ TO PREVAILING WIND. -... - .- -. . _. -._ - - \ -- ��`�'" 4. PLACE FERTILIZER TABS S Jr ��• MANUF. RECOMMENDAT1 IN 996���J ��� PLANT CONTAINER P 70 TREES ` PUNTING FOR OB AT ON � ) PURPOSES. _ NEW RUBBER HOSE OVER WIRE * -OP TIE TO BE PLACED AS LOW - TOP OF STAKES BELOW HEAD STRAIGHT THUNK AT POINT OF CONNECTION. AS POSSIBLE I N THE TRUNK TO OF TREE WHERE SPECIES GROW-TH E P.C. PINUS CANARIFNSIS CANARY ISLAND PINE 77 15 GAL. .B. 'C' 30' O.C. AGLOW' FOR WIND FLEXING OF THE TREE. 20/6 STRANDED GALV. BJT NOT SO QOM AS TO LOSE SUPPORT / HABIT PERMITS. WIRE GUYS SPACED OR ALLOW THE HEAD TO DROP. x MAIN TRUNK W G EOUALLY AROUND TREE - V)T TOP TIE TO BE PLACED AS / T LOW IE POSSIBLE ON THE ��� E.M. EUCALYPTUS MACULATA N.C.N. 22 5 GAL. STRAIGHT TRUNK COVER WITH 3/t• Du. X 3' 2) SETS OF CINCH TIES S e �`' C 20 O.C. �K ) ( TRUNK TO ALLOW FOR WIND TOP OF AKES BELOW Q CLASS 200 WHITE PVC PIPE. < I SPACED 24 APART ATTACH WITH FLEXING OF THE TREE. BUT > 1 HEA r TREE WwERE LODGE PO-ES To 8- NOT So LOW AL TO Los£ SP FS GROWTH HABIT PERMITS. C.O. CERCIS OCCIDENTALIS WESTERN REDBUD 34 15 GAL. STRAIGHT 5' RSK --ARBOR GARD' OR EOUAL IN "`- LODGE PONS. SUPPORT OR ALLOW '^ O.C. 5- GALVANIZED TURNBUCKLE I TURF AREAS. r MAXIMUM —T-- --- THE HEAD TO DROP.—aW IN TRUNK (TMP) (2) SETS OF CINCH TIES SPACED 24- ncHTLY COMPACTED r BERM �� APART, ATTACH WITH GALVANIZED P.A PLATANUS ACERIFOLIA LONDON PLANE TREE 24 6- BOX STRAIGHT TR I6 TURF 30 TO FORM WATERING BASIN FOR ~ SCREWS TO 8' LODGE POLES RESIDENTAL AND GROUND ` r DIA. LODGE POLE PINE STAKES COVER INSTALLATIONS L12• MAXI WITH WOOD PRESERVATIVE STAIN. YRUS CALLERYANA BRADFORD PEAR 39 l5 GAL. STRAIGHT TRUNK SLOPE CONDITIONS DRIVE A MINIMUM OF 5 INTO P.B.PB . ' ' 4' THICK COARSE GRIND WOOD (ORIGINAL GRADE) r BERM TIGHTLY COMPACTED BRADFORD B SI C 20 O.C. FIBER MULCH IN PLANTER IN PACE TO FORM WATERING UNDISTURBED SOIL AND POSITION BASIN. LOCATED OUTSIDE OF STAKES OUTSIDE ROOT BALL. PLANT PF'. I ARBOR GUARD IN TURF AREAS AND FRONT YARDS o v _ _ r--- I' c " L GO NATIVE BACKFILL WITH (I I=1 I III =I I I1 I 1--� TIGHTLY COMPACTED 3" BERM TO FORM ROOT BALL I_„_- -' �- 1 S' OR LESS WATERING BASIN FOR RESIDENTIAL AND NO ROCKS GREATER THAN r DIAMETER �;I —11I-_ REQUIRES ROOT kRIR I GROUND COVER INS PIT�B RMS N TURF J �I I ��� I-_,I ✓✓ = - ROOT BALL I OUTSIDE OF PLANT NATIVE BACKFILL WITH I r -�� REDWOOD D N PER - II' -1I 3”, DEPTH IVE I I AREAS TO BE REMOVED PRIOR TO CITY NO ROCKS GREATER =I = -_ n 1 ACCEPTANCE. PUNT PR TO 9£ (2) SII /I1/I�1 -I11- j THAN .�- DIAMETER. �� l— I I — i�" „ _ I JE1AI; THIS SFS t TIMES THE WIDTH OF `(( I BACKFIL A- - r THE ROOT BALL FERTILIZER TABS PER. FERTILIZER TABS PER I-I I I iI I i III-I ( I I I I�I I I "L i r PLANT PIT TO BE 2 MANUF RECOMMENDATIONS MANUF. RECOMMENDATIONS. a-- _ - I -- _ "� f=11 I-1 I I I 1 _i I I-1 I_f-I I,I I I I� _ _., -,MES THE WIDTH OF ROOT BALL.- IN PANT CONTAINER PRIOF - No 4 WASHED GRAVEL TO PLANTING AOR OBSER- I-1 II I f=1 I i-I Iii I I-i _ I - \ \ JNDISTURSED NATIVE SOIL VATION PURPOSES -� �- =1 11=1 I I -i I 1=1 I I (- I I-I 1- ��I� I' �I r X 2'X 1 2-X 4'x 18' UNDISTURBED NATIVE SOIL. III-I I-,I�i I -_1 _1-I -I I ROOT BALL \ -1 I DEEP ROOT CONTROL BARRIER REDWOOD l—_ III-II , ` / REDWOOD - Iti ---II� ( I iC-IIF OR APPROVED EQUAL. STAKES (2) � 1 NOTES - _ Il i 1=1 -111--1 //\ I_ I I-, \ INSTALL GUYS HAND TALK TO -- = \ H NATIVE BACKFILL WITH NO PREVENT DEF_^-RMATION OF LIMBS- - --_ NOTES: _ �/ _ '-T ! I' \� LACE FERTIL _R TABS IN BOX - -� \\� I \/ �) ROCKS GREATER THAN DIA PRIOR TO PLANTING FOR ['� 6'� STANDA. AN 1. REMOVE NURSERY STAKES _ OBSERVA?ION PURPOSES. _ STANDARD PLAN \/ /� L-_ :I I— r- STANDARD PLAN _ NATIVE SOIL UNDISTURBED t8- 2. STAKES TO BE PLUMB AND PARALLEL. I �.�I 503 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND 505 502 DEADMAN DETAIL 4. PUCE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER TWICE ROOT BALL WIDTH SHEET I OF I PRIOR TO PLANTING. FOR OBSERVATION PURPOSES. SHEET l OF I SHEET l OF I p TRI-E GUYING DETAIL N.T. . T CAL TREE STAKING N.T. . TYPICAL TREE STAKING ROOT RARRIP N.T.S. ( ` SHRUBS * APPLY 4' THICK , PLA DED MULCH , HF FT ALL SHFiUE�S. ( S ) A ( S ) / ( ) V EER TO ITEM 9, PLANTING NOTES, S EE 4 _ 4& 7.2- 192 5 GAL. 6'-0' O.C. 'D' & 'E' E.P. ELAEAGNUS PUNGENS SILVEREIERRY R A.G. ABFLIA GRANP.FLORA GLOSSY ABELIA 91 5 GAL. 5'-O' O.C. 'D' d 'E' STORM DRAIN/UNDERGROUND - � UTILITIES ( 5 5'-O• SA HC�F'v� � LF SEE NOTE 3 L. ` OM TEXAS RA 5 5'-0' ' ' 'E' MIN pi m-rs \!'E cqFT^ I c4- T U LY 415 5 5 G- 6-L- 5'0l laC• Df E NATIVE BACKFILL O ROCKS � - -- `� r TIGHTLY COMPACTED r BERM TO FORM GREATER THAN r AVE-ER. Z SIDEWALK UTILITY, / DEPRESSED WATERING BASIN. ORIGINAL GRADE ( �� =i i o OL I I S.L. �� ��b.L�/IA C�4'.E4�r1 IJIb•L-VlA. Z78 5��e,L q.�-�j�IO�G• E 'F U --- _ -) r BERM HTLV COMPACTED IN CURB AND G UTT"L R J 0'_5_ \----- �h CRUZ. 1-70 SCOL- 6-�M[7.�. Di Ei. 4' COARSE GRIND SHREDDED - PLACE FORM WATERING BASIN. ��• 1��TM� �MULCH. � `I 1 , .�� MIN. , MIN.' � \ 00 IT- -_ I ,- -_ - ---_ i,i i i -1 I I -__, i-1 I 1-I ROOT BALL -III—I I=i I I -I I i- -- I_`I I I BE (2) TIMES THE ROOT BALL PLANT OF TH OOT BALL R WIDTH SIDEWALK ! PLANT PIT TO BE ? TIMES THE I III=III- I I - I I I I� I i QFH DRIVE APPROACH I\ S.L. - 71 I i I WIDTH OF THE ROOT BALL. _ -- i-1 I I -- FERTILIZER TABS PER UF. RECOMMENDATIONS. - _ 77 --� CUR8 AND v II -I 1 - FERTILIZER TABS PER MANUF. --III- - -I'- - I RECOMMENDATIONS. I-_,I I= 1 — I-- 5 5' 10' Imp'_. VINES MIN, MIN. * I�v1 N. Mlfv. I III=, -III--t -; -I"_I UNDISTURBED NATIVE SOIL NATIVE BACKFILL WITH NO ROCKS GREATER THAN r UNDERGROUND DIAMETER. STRUCTURE e9. PART HE NOCISSUS CATCH BASIN P.T. BOSTON 1�/Y 174 5 GAL. ' I ' TRANSFORMER VAULT. TRICUSPIDATA UNDISTURBED NATIVE SOIL NOTES: 1, LINT F MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE Q w '��` OF OOT BALL pp NOT CRACK ROOT BALL NOTES: GKI-40" (y v NOTES: .ACE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER EK '. UN`,A007 MATTED ROOTS RA LOOSENING ALL ROOTS AT EDGE CONTAINER PRIOR TO PLANTING, FOR OBSERVATION PURPOSES, 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT 1S 1�"'Q�p�` N N ��E �� � L- 6'-b" !Q��D•G- �&• OF ROOT BALL. DO NOT CRACK ROOT BALL �J �,J ry � L-f� ...) 2. PLACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PLANT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. STANDAR); PLAN 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS T E TWO PARKWAY TREES AT ALL APPROACHES TO BE PLACED BEHI -) SIDEWALK. \ p 506 STANDARD PLAN 4. MAINTAN 5 FEET FROM CENTER OF STREET TO EDGE OF A' L U ERGROUND ST D AN �-• �G['Ff�IZ15 �NH1p`L 3+1 �(�L• 5-0 0.C-. � SHEET I OF 1 509 'FACILITIES. 1 �) ( /���r�`' ` `�G /� (N.T.S.) SHEET I OF I SHE I L-i! . 1�I 1"A SbN� t o.5 Dw"u R 74Z I l-'%L. 4'-d' oc. �G TYPICAL SHRUB PLANTING ON LEVEL GRADE TYPICAL SHRUB PLANTING ON SLOPE (N.T.S.) �.§� � STREET EE PLACEMENT CITY GROUNDCOVER * H * MONT L NITA T� 5 GAL. W-0. O.C. 'G' of ,k r o HYPE k CINUI�! AARP D FLAT 12' O.C. 'G' abs,,0 4' OF COMPACTED COARSE GRIND (�.(� S GRISEUS * CARP Rk 5 GAL. 5''0' O.C. 'G' ONE HALF OF SPACING IA � WOOD FIBER MULCH. RECUIREMENT : _•�•'rj Of l `f E PLAN I ING P� LIMIT OF PLANTER AREA HARDSCAPING/ CONCRETE (II� �I� L• 4 ( �/�Y�'i` ! ' o. �IIa•�VIN (SEL 'F+IFtG) N.L. RE 2,317 SQ,1FT. # 11 SHEET 4 HEADER FINISH GRADE • ON IV _ _w _ -_._ -- l� \ j N • .t' a�� (8C� T IVY) i Elks t UI�"� �t SUN�'i_ V-049 i GAL. 'G' �J 12' NUS t.-. 1L AF 3 >, _ -0 O.C. � BACCFiRF�i5 F'il UL AWS - - B.P. * COYOTE BUSH 267 5 GAL. 4'-0' O.C. 'G' ` 'TWIN PEAK` - - �� `- ,. y iV t ~ SEE PLANTING NOTE a •. . Yfru'�,-� (n,� �ti�uQ ��� H.M. HYDROSEED MIX 49,286 SC?./FT. #13 SHEET 4 CR OF ROOT BALL __ 0 V2 ABOVE T • APPLY 4' THICK SHREDDED D R��/I S'�U PLAINT W FINI H GRADE COMPACTED MULCH IN SELECTED GROUND DESCRIPTION Of REVISION �� --SHOVEL CUT EDGE NATIVE SOIL LL •• COVER BEDS AS INDICATED. 0 GATE �� � UUA 4* H H WATER BASIN REFER TO _ _ . -- NTING NOTES, SHEFTA4, FOR ACOR EC CITY OF RANCHO C U CA Illi O N GA - FINI H GRADE o`1,NDSC4PF ETHOD OF APPLICATION. - NOTE: " r i .. ,. 0 \`y t. Mu,�E4o4,PPLANTING DETAILS AND LEGEND ALL SHRUBS D GROUND COVER TO BE PLANTED AT EQUAL NOTES: L�•N-fid.X SPACING T 1tiGULAR UNLESS OTHERWISE INDICATED ON ( h �� '� P' N ( _EGEND FOR SPACING REQUIREMENTS. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL '•I � (� � r � ����� ��Imo•-C-T�� Q M� �--T�`I �� A S SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. w -1 - P1OdJt�11NGr 2. WIVE SLANTED ADJACENT TQ WALLS, WALKS, CURBS OR 2. MULCH UNDER TREES AND LU SHRUBS AS DIRECTED ON --+E PLANS AND BLEND •� ' • IIS $i ns 1 Z(v SIC it O VIPJO QCA0 IC •• S' 4-R IMITATIONS, ALL SHRUBS AND GROUND COVER INTO EDGES AT GROUND COVER AREAS. 1► ' �° BAC FILL di tit MIX — 3 4 _ — J � `+ # <. Jtal•cN C1rASTTua�Io CA. gE P' 4NTE^u AT ONE-HALF THE DESIGNATED SPACING �- TRACT 14880 PHASE 1 SUM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. .� '�� . . 9075 T 4. P''ACE NO MULCH I ITHIN A 6- RADIUS OF THE CROWN OF A WOODY PLANTER. 1 • •• IJNDI TURBED GRADE �4 ��-Z46-1993 SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1F�� -AAI3-07D(� CF PLANT MATERIALS DI-ANT QUANTITIES INDICATED ON HE II s Ip �' \ ATF ��q _ - - � OF Ct+tl � :_ = OF� '�'�1.LY APPROVED 8Y _ DATE •f"•-s- �,� _EGEND ARE ESTIMATES ONLY. A 2 x ROOT BALL CITY ENGINEER ( R.C.E. 24953 • 4Aly PLA4 mss.•-- - : -DIAMETER � DCSI�t+ � - � � �•.F CC�t�►�F K4�: 6- STANDARD PLAN STANDARD PLAN DE.' `; (6(30rD� AND MP NOTE: QUANrtITIES SHOWN ON THE LEGEND ARE FOR TIMATE PURPOSES ON L li -,x *0 f 511 512 FINAL QUANTITIES OF PLANT MATERIALS INS T FLED SHALL BE UPDATED DK,#,Y: SHEET 1 DF 1 SHEET 1 OF 1 (W`5193) , �•A^• y +���I��i�-Rs .�I"`�`�� � GOVERNED BY THE INDICATED PLANT SPACIN �► TL or 2 TYPICAL GROUN[�COVER PLANTING (N.T.s. TYPICAL VINE / ESPALIER PLANTI !G (N.T.S.) I x � �Y `' —�_ `' a `�E "` RA8 O�Tf SIL c ►.o /�f 3S -L #' f _ -� �_�. $,< , �v,- • � ,��� ; �. �:E� ice, �.r � �,r� 1r1 I --\, H I,�� 1 S - J: °GOVT uL `'��fJ /� .. S- ^C___ �l R, W� C �-1 TVI 'y \ /-� 3 51 : R.. IERPLNDCJLAa , 1 J \Y/ / ( C` \� ---------------I ---k f .� - \ `I E--.Inc N.nJ `/ S . w LAL.An ZED NU RYMAN' /'�• !\ / V,NE f0 MIR[ WITH NURSERYMAN'S TAPE I ` 1 \ 'WING PLAN s �, I I N V �•�1 ^ r� T 6 6 3 J • /1 / l vl i OF COMPACTED WOOD CHIP i l I R� {00' EE+4 V. / /-, . �r I, MULCH J T (�1 l E 1!'70P TIE TO•E PLACED AS LOW • ' - CURB III NG (CONCRETE HEADER, I ONE HALF OF SPACING CURB 6 GUTTER, SIDEWALK, ETC (, � �/ ♦ \, �,/ ` 1 TOP Of STAKES BELOW NEAO _ _ _ _ _ - �/ NEW RUBBER HOSE DYCR xtRE AS POSS'BLE ON rT.i TRONK TO Of rR[[ WHERE SPECIES CRpwrH ) [ FINISH GRADE JP I tl P ALLOW FOR WIND FLEXING OF THE ;AEC NABrT PERMITS ` ,' \_� RVr d«i Of CONNECTpN OR NOT LOW AS r0 LOSE SUPPORT WIN TRUNK �J REQUIREMENT THE HEAD TO DROP - LIMIT OF PLANTER AREA \ ,( / CALV STEEL CABLE SPACED I _ " BE >}',] >, v' / DUALLY AROUND TREE - W�- `� 1•DHTIr COMPACTED T •ERu TO ipR4 7--11:-::-/ Ai PO$S D_: Jv '! Zl SE 1$Or 1TART HES < PRESSED waERwL BASIN rI CIB✓FR WITH 3/' W X J' x '- ( DE r-�� I, .0 , DA OH A-.. \. id-'pr $.Tis BELL+ HI, I- /SP.C'D 1i APART Ar;ACH WITH `� / �I:Il.c 0,i,E 9 ' _ cuss :00 W E PVC PPE /)/ TQ> Or ADD:BILI i0 'L-' CXYANIZi:D$C RE Ws to J- `� TOP Of'1vsI, R To E%;[ND :' ,. , /J" zC . .. S ., - \ J Hi,D 0: .R[, WH[k: FX1 O: 1 AUTLXIL to W'DOD CHIP MULCH'^^-YY•r %I ND 1 ,3„r: ���.y/ LODCC POLE$ ABSnNrS•1 GRAD[D.+,I.' r.I. sPFCfS CROWN• ,uBI1 >Ckv 1$ r;M15H CRADE - / MA V TXILNO r A17DVE ORIGINAL GRADE 1\/ `i i :j ,IYUM�� WISH• GRADE `i ` NATIVE BACKIILL WITH N 1 D/A PER ETD. 1D1C 'yAD IO D+ -- I ii - LI,v , , I , A;"DR CARS OR ECLIAL IN �'��r GREATER iH,v l Duw ,ROCKS �- .i.I I ''�`I � I /•� " ITl'- I "WIlil +•� - I (7;- $:,: lc !:111.1 :..5 cAIfD 1<. 1 :URV3uC-L: f`>) tURf ARE,$ _ I.�P���/ wl DIA IODLE NOL' THE SiA<ES - _ - - - _ • 1` - } __- -. - j A I 1 f DR V.xOODNP�5 bRV,110 U•'•�'N „ IT, /Y B'RV TIGHTLY COMPACTED IN - �J F��/ :•R1rACH w1•H Gr v.r.,IEO .0> O R�;i7c-. °J E •u I -I I1__ z - - _ __ - - I I ` _ ___\`_ S.N_W$ tO C .:)DOE >CLCS TG FDA C.AT;R.EO . BERM 7 +BONE r.ni- GRADE -I' r `I2 UR: -� iI dSTVAeEO SOIL AN3 P:151'To. =- � PUCE i0 fpRV wAi(RINMBIA -- I it I 1 \ ;.L1 _ � 1I = __.ill= /\:DrpRuWA' R.NL MST :pR I 1I ) _'i-• -. I -...'i .�I I-I'.. i .: I \ I\ II\ COVER,-S M;D CROuND siwKES W.$IpE ROOr9•L. - - - IDD >p.' an: $-.<ES I I-_ III- \ �\ 1 \ \ _ xI' -10V OF 6- 5:,•. COVER,NST,LLA-ONS QRIGINAL CRADE n,h� ! J- Bf R4 r1GHilY COM°•Cr[D �-. % B' CONCRE T( VINE COI URS R/Y/ v I ;,RYE , .I SI„Y oI F TN', - woOD CHIP W PUKE ,o roRM rawc I i l =i I ! '=-i I-1 u=-I I _ ,In.,1sTUR-{-D so, Po>,J-. I `` I p I\_ ,I- -III= i-III_ %\_ ,1.Kfi Ou'srJ( RDpt BnL, \ LTULCH 11 P-17ER `MSIR LOC.iED OUTSIDE Or - _I!!- II 111 r� - - - - �� NL -III r r AN; >I' _ _ I I-' III: - - •RBJR Gu•RJ I•, wx Aauz AVD I _-__ I-I I I__ I I\ \ I � � ' D !11-;1= I'-' `III--III- -- moo/ SHOVEL CUT EDGE COMPACTED \' [rBCKTS �DN fuwRE u5E\ I IN war AREAS ouLY rRL•HI' YAR,-- isLn rte,A+\f•--fei Wr __ --__ -I I'=111 ROOT BKl III- _� I _ _ _ _ - - - - Il __III. I / T%\ /\ %, NATIVE NE SOIL. �I --._ - �- 't:. pr NJ�I:I.. 0 ERT„nJ ] I - - _ - I - -^ =I1 L 11 I Ii ROOT BYl �IN� \ I L_ WALT ! Ar+LOE BAC,, TO wA,O. IRONY, Of /� _ * I I I_-K I I i_I _! -__-I EOUA' I _�_ I - ' / ,U rv- V S, C,ADE I \ -- -_.�. I \ = x - - I i=- .III- _ f-' I L._ _J VINE, ,•.J REM(hR STAKE LVr'.ILE ' r,r..' Y V.•::- - ... -- -_ --I - :'rv- <;' 's'.. I - I- - C (11 ALL THE _ I 111 Pv.1. Pn TO BE 'Z nu[$ THE �-fu11S1 GRADE \ SECUPINC i:Ni tp Wprg .P. P M P TANS T• .o B I ► L CG LD , .aM D :L'«r,. - ra}.� I _ �' _ IIIi-III-, 1-III- _III-111 ) / 11- r _ \ BAc y _. I ��ll' - I_, J 1_111=III `I 11__11 WOrH of THE RDD: eAu _ TO STANDARD DRAWING �_. _- C 'KS UREA"EP - -- I. 1- I III__ II _ xlDr•+ of tHi ROOT dAl: R_:c >.nc B,s. rp'' �.s: . ^• A•- �) L _ v, II_III-I _III- III 11.=III -III- :III-III= III-III- ,- 11 III-III- ELEVATION so FOR aLA'.TIr+G REOU:PEMEY.is I YRR•Ist[ �� [RDD- 3"'' 1>, •I'_>r -1 3 DuLV_ ER�-.11 /f/I 1\ =111:_ �i I I � i-- t- - I I •. YMRQs LR„Un JDv-; .$, l T;., L L _ _ _ _ - I -III=111 111__111 _ I _J G ,•LA } ! !-'�j Yyr,1 1'�'�/�` I I •- RDoT e,LL III -!! =III 1'-! - II_ -IIS _I -III I ! - ! /� ,'ER_i \_n: N. .. .., R:JP 'L CI VE R:.',. ti�e.Li-/1. 1 1 .t.-111 i '�.'.- >-- TO aE :2) I=!II 1 _ !- I! III-II! ! -I!I-III-I�-1 �_ - - ������1 _ I I- I I. I -III_ 111=I I_I I I= 11= NQTEs I 2.s MIN -///J// - 11 ,4:5 r." WIJ- Ill-�_ - 1! III -11! =III-III -III-_ I I I -I I I_I I ILLI I I-11 i-111 NOTE R D / : Y // •.J RCT. r II_ /, I = II:- / I - R L III-. - 11---1 I- -II, -i I RI .R TO PURCHASE PUCE-MENT OF THE MULCH, THE CONTRACTOR SHALL S ,r V •1a: J D - 1--1 , =III-1i I =1i1 ilc.,l.� - oo Bek II-- -I _ -.1 I--' 1-=1i1- _t It_III-i;l=ill_t11=11._ ICIII_ [' - _ ARI.1 •N�,HON " I- -I SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL --- 1 rurrlr B4Krlu WITH NO t ALL SHRUBS AND GROUND COVER TO BE PUNTED AT EQUAL ,.-�-:'T` r - - 'I-'I 1_. ! -.I I- i !-I _I !_ !=III__III^--I ) - ,. RADII FOR CTIEVCD soEwNx s«LL BE KT1rEEN wr AM ,oar. -__,....L-.:•.....-r.._.._.-- ._/J. - \ - :-= !-_ !F� D S)D•Al SY>IE 11 ROCKS GREAicR ,rEAN }" p Ti.___-_ 'I /,L;I_ _ _ A I_- _-- I�,_ ,, - -1 f1, D'1 L"`•• =!!- .1-�1;=i 1-I! -! !--"I- -il'- OIA4E.ER S.ACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 2 MULCH UNDER'TREE$ AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND - T�-<T _ _ - �I -j -. _ _ _ _ _ -_ _ ' _ � PIJ,nS SE; LEGE uD FOR SPACING REQUIREMENTS INTO ;YES A GROUND COVER AREA$ t r r `�rrA;, � 7• ALL RAD" SHALL •E STALCER[0• "� / is \ i//%//// �: -- .••.: a ! .III-, !-r 1 1I I- 1 I III-III_ VNDI$1 GARBED NATIVE SOIL _ - ___ /�� �/. �•. /%�'�i%i:-'!I': ASS u"0- :>A_. - -_11,__ I_ I III 1 UNDISTURBED NATIVE Shc 2 WHERE PLANTED ADJACENT TO WAIT$. WALKS, CURBS OR } MOI$iEN MULC4 AFTER INSTALL%1iKJN i0 ASSIST IN COMPACTION \���6 % B CONCRiTi NNE COLIM$ 3. SIDEWALK EASEMENT IIEOVIRED FOR 90fMRlK !IMT E7EIE17DS IErONO MOP[RT1'UNE. f-} III=�I I I- = I-I = .1= l K P D' I 4. SUS STOPS SHAI BE A MINIMUM OF 70' N LENGTH. SIIDEWALK SI4ALL BE A -- / '�i� /�1/r•%' �! \ T\/ / I t.\J'S•uP-FD N, sJ.f 1�i�'I-- '- ' $IMI;J.3 Ib:I TAiION$, AlL SvRU6$ AND GROUND COVER rN T:1Ri ARIES ONLY / , I y `� .�� uNUP u"_ J .. �... -- - I- -III_III- p LA..E NC M:1'_L/ 1YITHIN A 6 RADIUS OF THE GROW\' Or A WOOD` .ANM1i //; ( ? J,-_ ^�1 L///i \\ y ♦^'._ v y ♦O �� ( I S-rA:L BE PLANTED AT ON:-HALF THE DESIGNATED $ ACI\G �A':G'_E IRUhK 0: ONE BACK TO WALT ERIRMVN OF {' N w10TN ADJACENT TO CURB. 11 -III=!_'I- III-_ - NOTES FROtA SUCH LIMITS SEE LEGEND FOR SPACING REQUIREMENTS -;.�-/,i\'%`•\� 1 ���` ib�.< ' :^:-!!_ rr, NOTE$ AND REMOVE STA-'E WHILE SECUP.urL ,L/L - KpLY, A;:>«.YN S D I I I=i I I_I -I1I=l I I MN'A>IGLC 4ArrED ROD'S By LOOSENINC ALL ROOTS AT EDGE S. SIDEWALK SHALL SE 3.0' AWAY FROM CUES FACE CXCCPT AT CUM R[TVRM AND SUS STOPS. / '✓<✓.. ._�__. ,..:1::; L/ice L,.,! - •O•_S o- RooT 34L DDI NOr CRACK ROOT MILL I U1TA\L,c 4,TiE0 Rppis B"1005EMNL All ROOTS AT [DG[ } $PACING REQUIREMENT$ SHAiL GOVERN TME FINAL QUANTIi IE$ VME TO wIPL$ I - - .NSIA;I CUTS.,,..] tAUi TO .O'ES Or kOGT ML•. 'JO NDt CRAG% NODI MILL S. SIDEWALK U1'OUT ON PLANS K CONCEPTUAL ONLY.APPROVAL OF i1TE fIHAt SIDE ALIT UrOUT OF PLAN" MA?ERIA,S PUNT OUANTITIES INDICATED ON THE PLAN VIEW _. - -rFh 113 II -- I PREvEN' D'-URMar-ON Or uMB$ -- I�- r REuO'.' ♦..aSERr$TAKES LEGEND ARE E$iIMATLS ONLY SHALL BE MADE N THE FIELD 110 ADMTED AS NECESSARY TO MER HELD CONDITIONS AS 1 _ ._.' " `-4 1 WIRE S•u,l B° "LAMPfD Da 2 S1AY,ES '0 9: PLuM3 u:7 PARALI(t APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO F•Ml CONSTRUCTION. Kii 7. T14E SIDEWALK SHALL SC N THE NORMAL. IX PLANE MEASURED FROM TM Or CU1RSL _..-. ...•., -' .' -L -l__.I:� CRL4>ED NO- 'Til J $:AK. 'R. >ER>E'DIcuUR TO PREVNLING MND TOP VIEW _-- ------ ------------- uPi OTHERWISE NOTED ON PLANS _ CITY OI'_ RANCHO CUCAMONGA, CALIFORNIA- _ I CITY OF RANCHO CUCAMONGA, CALIFORNIA C[TY OF R:INCFIO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF KANCHO CUCAMONGA CALIFORNIA RANCHO CUCAMONGA, CALIFORNIA I CITY OF RANCHO CUCAMONGA, CALIFORNIA � ' CITY OF RANCHO CUCAMONGA. CALIFORNIA t sl.vc•> ••rY-c s - ----- s-.«D.aD>�., BANDY=: I• s,•vD.Rc n.« .PED 81 1 st.«D•aD T•. 1'D,.D I• - CITY OF K. I C G t C L IA DOUiILF, STAKED TREE TREE' GU1 TNG DETAIL ,;.D. T.» Rc,:3 ,1 S1 AND.k1,- =+DYED e• I i--,vED L.1 _ --� Ltu-o.rtD -APPRpvCP lY RNeNRe RAN DOUBLE. STAKED TREE ON SLOPE CONTAINER PLANTING I SHRUP AND GROUND COVER I ,,.ND.RD^•• NO1\ ADHERING \INE CURVILINEAR SIDEWALK . CONTAINER PLANTING 0\ SLOPE ! ?!' -- GAT, - �rI„ IID\ ;,2 I ��+ "y'- - 6 BO\ OP, L:1RGF1; 503 y;,a,; l 1,� - 505 7>, J 506 k �(�1� ) 507MULCH INSTALLATION I SOB 1 6'l a ATTACHMENT DETAIL I 5]3 114 -- - Yst w1:«s..«DIAD v xlI. q 1 IOA.VILrc WTI cOWSI.uc1K1» ..<., I-- ��1�L�7� SPACING I N'G ! i �_� �- -_� /��J:(�- Z �__------ -- If T. R r xoKn V-I- VSE w-..SY•J•.J s•.C:.C.l D«S 'D..A-C "",Ca+S,a AC bDr -_ _ DA - _- `.' t+Si.»D.rD s•['I1K.r 'r0•.VhIC.r0•KS CO»S'ru:,rOr S, ---_ _---- -- - "'wI S••_:: � S«-a• � a eIn« � - _ ,-,.•„,...,< rnr.,.Ir S rrw S,Ru « " .c 1 sr .,RD SPICrC,m a fpr MILK OARS CONS,• D ' ell':rLlnr ER - LIM w Si•»D.ru S.[[KK.r1p«S fOr PUIVf WOA.S CpHlT WCTKY CI 1R�1KC TC ITR-IfArWAAO IPCOnU7,Owe PR•11ILK C•4ITRIR,OH __ - --- �-__ -_. -__- _.-.__.- _.__- -.. - -.. -1 -----..- ---- _ -_ - -..-__ -_ q I. •r,• ,> « w iI YTc MEi 17 lLL < -�VA4i �y" _- - ----_ __..-_- __ ___. -. -_ ... _ _- -_-._.. -- --- - - -.. _.._.... _--____.-_ ___ -_-_----. _. ..__ _ ___ - __ _ _- -. ��jO 'V! -- TO SPRINKLER AINGLL PIP; p YEN'_ � SPECIFIED DEPTH WITH 45' ELLS 2` •�I xR PEaz STAND ALONE CONTROLLER•WITH ANTENNA ASSLM�_" _ I I N ��' SCH� PVC UMrgN SCH 40 PVC MALE ADAPTOR -1 R- -�- NIPPLE - TYPICAL ; u (4) PLACES S ID ;� u SCH BO PVC UNION i_.__I "$NAP-TITS" WATER?ROOF ELECTRIC METER PER SCE ANT 1 ANTENNA TORT z i ROUND FUSTIC VALVE 80% k a7 ROUND PLASTIC VALVE DOW• CONNECTORS OR EQUAL L - EPOOUT FglfD lOCA7E0 STORM DRAIN/UNDERGROUND I COVER ETCHED'PRESSURE REGIAATOW < BRASS OR PVC NIPPLE OUT SIC[ OF BOX COAXIAL CABLE MIT r--� I 1 P WHITE ____ 5 COVER ETCHED -IRRIGATION GATE" (CARSON OR EOUAL) z ELECTRIC CONTROL VALVE NOTE W$i ALLATION/LOCATION fitoscl + UTILITIES I < R (CARSON OR EOVAL _ O 3 BER CITY AND GAL SENSEzzitII BCR 1 OUL.E C ) fW15H GRADE u 5 PLASTIC VALVE 80% i ENCLOSURE TO BE PER REPRESENTATIVE I I T U ? ♦n m MARKED IRRIGATION RCV' LOCAL CDCTr GROUR9(t00 TO BE rMI-11111,111, „��1''- �� CALSENSE CONTROLLER CARSON OR EGUAL INSTALLED IN O' ENCLOSURE ON ;;;;;;; ;;J MODEL NO PER PLANS I NIP?LE FINISH GRADE ( ) _ < 'H's _ CONTROLLER SIDE .,..::::::1 -$NAP.71TE- WATERPROOF Y r � ETCHED WITH CONTROLLER _ "ii:�:�:U I I THICK X 17(wIDE �_ 1 1=Ii =III=1 a. g I I / REO CONrvECTOR OR EOVAL I { _ _ AND VALVE SEQUENCE BLACK , ____-� CONCRETE PAD LENGTH VARIEj _ _ _III-il 111-III' o: _ • RIG TAIL E%PANSDN BRASS WYE STRAINER PER SIZE/MANUFACTURER) _II- I_ -(-I -IlI= I-III. z O 6 MIN (I� - _T I FINISH GRADE FINISH 20 VOLT DUPLE% �� CALSENSE HARNESS J � IRRIGATION CONTROLLER LOOP [MIN N LONGI I WITH 60 NEfH mlZ SLOPE TO DRAIN AT MI NIMVM II-II_1 _ I ~ Y-S- x }•-S- K C COMCRC7//1E I` _ _ _ T I I I=1 I I: 'L.-1 I I III=' I I MIN. u1"' $GREEN -i 2z = i /' I-III 111-I III-II -I�1=I_!- L VALVE - 1 1 2 OR $HAULER WITH _ 1- GRADE�I I ! Y A90 GRACE A D SAWLT.ILDR Of OUT IGFCII =11 FINISH GRADE 'I-II',-!11k STAINLESS!STEEL HANDLE III-1L. -111 1=111 / (\\-\\ T A90VE GRADE MIO SLOP[ t0v I' f- TER►KNAL STRIPS TO I PLASTIC VALVE DDK [CARSON CR WA.ERPRDO:'ALL I• I . UNIQV I I - \ 141N II I TO DRAIN AT MINIMUM 'J: 25L SIDEWALK EOUALI W'T•1 >LAS.IC INTI-H -� Il -ONNECIONS - 111-III-_) '11= I=III 111 PRESSURE REGULATOR _! I- '. - _ _____-_ 1 __I - .. MATCH CONTROLLER W UTILITY _4'A•'O 1 �. \ PVC SLEEP; - �, E$tLIENi WEDGE - 7 OR 1ARCEP. wriH - I SIDEWALK -R _ S12E ATi ACH IRRIGATION Z AS PER ,,:, t :,. . , -I I=III I-III-' 111_ "I I_i fl I ,�__ I, _ n ' _ _ / J ! 'OLE I I S.L. KING ;LEI >IACE Al ;.RAJ: ry REOUIRLD FDR I AiE VALVE Z OPERATING NUT ' Z Lr�. n I-I MOISTURE .. dl - 1 PETAL s20 =-11,=111 Ili-II I-III IIIL ,= U ReuoTE PIc:AIL MFL i„R- ARIAS ,nC J AaDYE ,• T `• ••t [ PIPE THROUGH n EPDXY COATED • I- I SENSOR 11=f :I I.. JII I PER PLANS > III-111- z I-III II-III= III= 1=1 -I --�_• wH ___ I \! IAN. aEc L =1.4._J C' cor;cREr AD iI =11'c!11 EIII=1 1=111 III: PIPE rQ BACKfIOw ERE o =III-III-1 �II L.1=III-tell-'; I �I� _ I o 1 3' - - CI11=111- _11:=1 j II__;=i" VALVE 'IY III 1 I I �= PROL RED _I ;- f- cl D _..._i_ L.;1- CII _J' NI?D II- - PE FROM -III= T J• I-II. PREVENTDR -1 •• 1 COMMON WIRE FIELD WIRES PIG •AIl EXPANSION 31 I LL - tt?1GAL =Ili- \ _ I-I I ' I -III- I I _I i- 1 i_i I /ca+TRa WIRES R+ I Q 1 it _ IL_ `2) �I ��TT- ETER .ODP Il LONGI " " >< ICDiLl : �I _, ` ?uccs -!i'',_1II" I- , I�.-• s I- _� URB A GUTTER -METER YIHIT= 2. � FROM 1YAi ETR SOURCEIII L.1- I- 1=III I�I , I � PIG TAIL E%PAN$ION VIII-III-II II II-I�1-111- J' SCK<D PVC CONDUIT ~ CC _I [1 ll==-li!_� 11=III= L 0=III= 1- I-1. 3 _ � -_ II Looe (MIN 2< Lo G) C ND ]O 5 \ U R\- ' �I = J, =11 I Sc.., t0 PVC MALE - I- BL„E" . =ill= 1 =11 I� li-- ADAPTOR ll=ill=1 3 _ _ - _ E. _ - II t 1 BRASS ANGLE MIN. MIN. '\I-III l 11--1 I rwW . - = 12D VOLT WIRE In RIC'D STEEL J 1 T \ \ L'i V� 3 II-III- z r 90: COMPACTION /// I_' '-' S FLOW ` _ CONDUIT R SI LOC,[ CODE) 90• $WEEP Ell «s, NN P - -1 III=1 '�� .• IREO'JIREG ,I.( III / -III-i !� III--II II-III ] I I -III-i. �I�. I glll III- VALVE W/UNION CN POWER SIDE (TVP) * * \ '.PINES I _.111.-_-„_> 1 III=1LN' 11=III= -ilI ill,-,-- --- 1=III=III-IT - L� - III-- Ill \ 11 -I _ � i1-111=� I - I II--...-- - -_ _ y T_ _ 3/i WASHED L - �a � =1 :=1;y III=LII_ - ITE,,11III--III= ,IC,, t7 -�-- 2D' ENCLOSURE MOUNT RED _`�--� 'III-" _II I(�•_,.[c -L _I _ CRUSHED AGGREGAT( r -i 1 I LII COIN'FOL � - ' - .L -III I = I II-II-I a -III-III -tieA ;.' L -III=L.!1=L'>`•e III=III= IIP >Ie� II -1 LAc< < ,I Y Ir ',lluNE TD Srs E.+S -I,:� =lit-Ii, TI-11I=1 JII=III _ I s:�� a oo cnK sr c�oalss-c�RITY NOTES .LOTH. =C _ __1 �" e L.1=i1. •.P i.eP -�'e �;PvM CO\CRETE THR �- -�--='-J'^ =III=III _ III=III= 1 , %LO _ ' \- - UST BLOCK Z I I I I=:I-e e e �-I I I--I III I-II-- $CH BO PVC NI ITGHi CONiROI AS REQUIRED PCR � "� T .:-.I P iYMICAI < PLA:E$ _ - - II=1I I-..•w _ -111=III -III-111-.111.-II /PL"c pUELs I , N$TAII CONTROLLER PER MFG PRINTED INSTRUCTIONS TIONS AND PER IOC AI .� .yV_,Ea S.ME ?;4 CCwO STANDARDS ( ) I-i11=" s II-III . =111-III-,!It_• =III=III=111= f 'I - CCOES LOCATION TO BE APPROVED,N FIELD BY THE C11- INSPECTOR - - _ _ - sl; As rID.Y ! I` ` -.11 t R 1 --- I L�I CONTROL k COMMON wIR_S __ »•••'�� R W PIPE Ar.' R T; FITTIN $ SHALL I II= ' � � �• �� P.71DA TO CON$TRVC TK)N I M: Ea 'I R:^D J EU"D c L aE BER _I 11=ii= :eA / (, Z L CUCAN•ONGA COUNTY WATER DISTRICT STANDARD$ `� =111=.1�..• II=111 3/<- WASHED CRUSHED I - �_---_--___ �I e'��w�RA SIDEWALK �' D,A.,vf-S•ME SIE •j.y. t 1=i - ----- - __ _ -- CALSENSE CONTROLLER MODEL sEC•+ - 2 CONTROL WIRE SEOVENCE TO CORRESPOND TO THE PLAN'S DESIGN -J •!F,Orr vE FE>S'1! , COVTRAG-QR SHAiL VER�FV WITH [CWP PRIOR TO �_=111 •• .p• III-III--111 �(- -- _. 'r-- - PER'PLANS 1 AMEN .5 N(JU,REG $E OVE NCE OF REMOTE CONTROL VALVES VfS , _ AGGREGATE MSE i - G, AOI:j CONS'RJC'IQN !=II s! =II-III =1 11 ') RE-ER TO COWPOLLER -- PER PUN$ QFH pRIVE S.L. r-1 \�,f3 M\ I V 1 -InS7il PEP LOCAL CODES -III III- �I I 1/l/1 Ws-A,u-1oN sr0 MIi'llA DIS7ANCLE DOWNSTREAM OF I- //,�- - V.IF� " ] RVN ONE EXTRA WIRE [COLOR ORANGE[ TO FARTHEST ACV ON EACH 2 rOU:'N'E,Vi TO aE IN$IALLEO Al A MINIMUM OF 2i FRQM ANY }/i WASHED CRUSHED r• J BRANCH OF iHr MAINLINE FOR cyTOR[ USE TG:AtI EACH ORANGE I APPROACH0 J0 0 �i Q pNO.iEnRUP;:O DT>[ 1$% DIAMETER BRASS NIPPLE-J WIRE AT THE ENCLOSURE STRJCT'JRES OR HAR')SCARING AGGREGATE BASE FINISH _ M•JlT1 _ CW+TRpLLCR M ' 0= :LDV+ METER SIZE: 3 WHEN ,INrT IS NEXT *0 ;, STRUCTURE (IE w.AGI. aVILDING. ETC) NOTES: _ SCM <0 Pvc $xS%T i-- r r GRADE _ COMMVNTUigN CONDINT < COMMON WR1E TO BE WHITE AND COMTROI WIRE i0 Bi REC R:COL DR )�( -� NOTES 1 INSTALL CONTROL VALVE$ A LON. OF 12 FROM STRUCTURES OR HARDSCAPING PRESSOR_ SUPPLY LIN, 2- SCH 40 CONDUIT CURB AND GUTTER �,( 4 NIMVM DIST A`.'E W$iRf A:A O- NOUN- iE$i COCKS ON OPEN OR NON-STRUCTURE SID= ASN spE EO PER 1 PUCE AGGREGATE PRIOR TO NSTALU12 OF VALVE BO%. c EOR UA,, LK;Ht MIN UNNTEPRUPrED PIaE .,OA DIAM=TEP 4 ORIENT: UV;T PARA'_LEL TO STREET 2. INSTALL VALVES IN PUNT BEDS ill EVER POSSIBLE NEXT S SIDEWALKS NOTES II M1I PIAN SPECT NO SPLICES SNAIL Bf MADE B£7 WEEN CON TRpILEa wND R£MDTE c O- FIUN VEER SIZE, _ _ _ 2 ,NSTALL CONTROL VALVES A MIN. HI 12 FROM STRUCTURES OR HIDEWAL S 3 PUCE VALVE BOX AT RICHT ANGLES TO STRUCTURES OR MARDSCAPING 'I INSTALL CONTROL VALVES A MINIMUM OF 12' FROM $iRUCTURE$ OR HAROSCAPING xRUL -29 11h I - CONTROL VALVES 5' S' S' ILO' iD' 5 SCREEN UNI' W'TH S-iRL'9S WHENEVER POSSIBLE 3 TN$IAL! PLV,( B X PUNT BEDS WHERE ETER STRUCTURES NRA S SIDEWALKS 4 PLACE AGGREGATE PRIOR TO INSTALLATION' OF VALVE Box. r 2 INSTALL VALVES IN PUNT BEDS Y/HERE VER POSSIBLE NEXT TO SIDEWALKS y IN, I MiN. S DIAL FITTINGS ARE RECU:RED FOR CONNECTION$ OF < PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCA?TNG �TTl T�- MIN. MIN. T PRIOR TO INSTALLA?IDN DF VALVE Box S ATTACH PLASTIC 1DENTIF ICAiION TAG VIITH APPROPRIATE CONTROLLER AND } PLACE VALVE BOx AT RIGHT ANGLE$ TO STRUCiURtS OR HARDSCAPING SCH 47Co 'i =III 1= 6 ANT I ANTENNA PORT TO BE COrINECTEO tQ OIGITAL TRVMK RA,710DIS'AIU4 ME IAL$ u PLAC AGGREGATE _ _ , I•�(iATTACH VElAL VALVE IDENTIFICATION TAG WITN AP?ROPRIAiE CONTROLLER AND VALVE NUMBER :CMR PHOu =I.�._„^,^_� IOTR21 AND BE OPE FABLE T'J THE Glir YARDS CENTRAL COMPUTER UNDERGROUND 7 VALVE PER STD 518 REQUIRED BEFOR- 92LCKFLO'%+ PREvr LATER < PUCE AGGREGATE PRIOR TC INSi ALUiION OF VANE BOx ..00K-OP it-' r'-1'==. _ -ilt 1OTg2I PRIOR OP ACCEPTANCE _ - E vAWE NUM9ER t II 1 y --I I r_ III-it_ p WHFr: !.AI\LINE IS } OR ,/IRGER 5 ATTACH PLASTIC IDENTIFICATION TAG N'IiH APPROPRIATE CONiRO'_lER ANO 1`-^=-^_--- III- III--1- STRUCTURE CC�, VALVE NUM9ER r ALL ELECTRICAL DEVICES SHALL BE GROt1NDE0 vfR LOCAL Goof CATCH BASIN CITY OF RANCI-10 CUCAMONGA, CALIFORNIA CrTY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CIJCAMONGA, CALIFORNIA TRANSFORMER VAULT. ...Il,VED I,-- --- CUCAI\tONGA, CALIFORNIA f,.[)LAD•'.. i =:...DA,D.L.« .,.),ED 1, a.ND..D.L•« .>ea -' L.1 - ) -- si-iIAXD.- '-ROVED--- - , CITY OF RANCFIO ''+ �,! I _ Ca' ,�� B 1CKFL0'�1 PRl VENT ER 7 ,q,.,y - 3 orLsmaller 5]g YLD PRESSURE REGULATOR VALVE f.ND.AD~� _ ) ,I; I CONTROLLER E\CLOSURE """R°^'" "'° =°" CONTROLLER ASSEMBLY "'""""" FLOW 1fETEP, INSTILLATION f REMOTE, CONTROL VALVE 11'IT13 ,-,,_/-70 ui,! SIG I , r.-,ter u -- - --- -_, �] T 519 ,(( S}IUT OFF VALVE & UNION I 521 3� �W--, �{ - TYPE B 523 INSTALLATION - TYPE A 524 NOTES: _ �E'' :� v5[ wI,•St."D.eJ 3>[CU K>iq«S r0.rvS;K wW<S CO«Si•u:,q» - - __ - uii wl«5:.•.:+.•:+Sai C,r.G.'1�«S rD> >W.':wGa<i CJ«S•r„C,rOr _ -- 'I/D.}1I�,-I W1rH StA«».)f.[CIr K.Iq•IS fp.rw;rC w0AR5 CO«si.JCIgN _ _ ----- - - _. wr«t1.HD•Rp YECVK•Tq»S To..wLK woeKs CO»Sr.uC,KW ., �----- �.�.�( L•iEr D' I %Ci' TECO M,:E us[ s(Ct i G - y'� ;. I S«ETI 1 Dr I nyA n USE "«S.`RD TPEpn.T _ 3_ _ __ .__ _ - --__ - - _. _ _ -__ _ --�.-- -- -Z,6 _-_ I -_ ______-__-_ -_---___ __--.__. --__-_-.. 2K95J - - K 53 'r':' USi w.i«SI•MD..D s•(CIrIUfro»S r0.PULIC wD.<s co«zl wc,q« e✓(35 c Los ro>>ue.K woll[s eo«si>u:rq, S•CE: T Dr ir`y"',5 W'iI vu wlf«sl•«D..G sPEarK.,q«s rM.w;K wORn eONsrwcrgw I srL:' Dr 1 _____._-_..___ 2 - -------._ --- ____ __.__ lcY53 * i. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGIN EERI ___- _-- ---- rU1 SID: u, ..__ -- ""! "'""" Cp.lLES1DHE •Bd..LK 2. ALL TREES IN THE R.O.W.- ARE SUBJECT TO UNE.OF.SIGHT HI-POP SHRUB HEAD BODY SET TO `ASE 1 - 2L. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. �,/i ABOVE FINISH GRADE ') , - 1 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE ist ;,/".ABOVE 'SNAP-HTE" WATERPROOF RAMI BIRO 33 DNP TWTH PURPLE CONNECTOR OR EQUAL ' +• • PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. HARDSCADINC(Sc NOTE,4) RUBBER CAP - SUPPLY ONE KEY < T PER 12 QCV'S INCLUDING HOSE T WIRE SERVICE LOOP (LOOP s 4.rNAw caKAEiE ro SWIVELS STRUCTURE OR T- _ -I ENOUGH LY_IRE 70 EXTEND WIRE IPRDE."`""`D•D.'.S,DNE 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND �. '.• �•:'r' HARD BUNDLE 6 ABOVE GRADE) CASE I (LOCATE PER PLAW) J WIN MFL RPIH AT _ _ _ FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY _ _ _ : "I=1 I =1 =1 l i l i l=1 11= EBDE d DDM E I i=I III-III- -• I -_ I - • CONCRETE HEADER - 1/Y RADIUS FINISH GRADE - NSTALL IN ML.=1I I-I I I I I-III-I I T- SPLICE BOX COVER WITH _ coN EsroN[ OWNED WATER do SEWER LATERAL LINES. • -III-I I' II-I EXPOSED EDGES AND Fw4H PER FLAW PLANTER BED ONLY _ -Ii1= LOCKING TOP ETCHED 'S.B' I I I I-I 1 -III I-III I I_:I I-III IN LAWN (INSTALL AT GRADE LEVEL AT $WALE MAXIMUM III-III-III I- cRosslNcs) � I----� . :III=III= 11=III I - III=` 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. !'II - I-I II-III I I - E I 1' o -_-- _ 1-- III-I I B- OR Ir :_' -111=1 I 11= -=i1:--1-,/r MP.R,N 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ! I -III 1 I=I I � E NATE FINISH GRADE _ 1-1 11- I 1-III AT GRADE N LAWN AREAS 1-' - cdcatt KD a ENGINEERING DIVISION. Z 7 !��j1 I ! I _ 1� I. 3 -IIT 3 IN PLANTER BEDS -1' _1=1 -1 11=i I I=I I I I I I-1 11=1 -111 111= CASE 3 � IF�T:�IF� o "^ _-111� - CLEAN BACKFILL - SEE I�_ GLEAN B:.cKFILL - SEE T _ I _I I I-I I1=1 __ -- I!= - I-1!-• 1= 11=1 I r 4M 'b'"'"E°!'°'.E!'"L< '° 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY A !- SPECS FOR MAT,fr+iAl Z -III SPECS FOR MATERIA! T - 1 _1 - 'r _ _ 4D I i-11 I i I I -111-111=_ SCH 4o BRASS NIPPLE 12- -111=i I I�91 11- I-1I11II III -L.!1-11,-III-! I-IT-ISI-111= LK"" i STANDARD PLANS.ry I I ! 907E COMPACTION RE Ip) - - - +_ =111 =OUTBID I-. I 90Z COMPACTION REQUIRED I I -111- = �-',r- 111 III_2 - -' - _ -IIS- IIIIII=III_ SCH 40 BRASS 90 Eu_ -I 11=511 1= IIII -1 111 .. = L- 1-------:; _ -!1 NON-PRESSURE LATERAL LINE I-1 1 1 PROVIDE B- MIN DF SAND i I= _ SCH 40 BRASS 90' STREET ELL �. STAINLESS STEEL c000LEsroNE " CITY OF RANCHO CUCAMONGA, CALIFORNIA • III- _ i CO+r ACIE KD CONCATTE CUPS SGH 4O SNAKE PIPE IN BEDDING AND SHAODING 1 1 /3 RE-BAR CONTINUOUS I t2 X 1B' GREEN PLASTIC METER K.L.T." rc�•E •/13 IMA N 11J - r SCH 40 BRASS NIPPLE - SCREW COMP ! I i= TRENCH T_I _ I- - UNLESS OTHERWISE INSTRUCTED) MINIMUM } PLACES BO%. CARSON OR EQUAL STANDARD PLAN ip 1 1 '1 I i-III-III- ( ) 2 z<' LONG ( ) r- s Cu"A WrER r. APPROVED BY: I �I I=I II _ '° v ' "" ' ' " a° TREE 501P Z^ -I _D,.. ,I'- PRESSURE SUPPLY LINE , 1 -III I- I SCH BO PVC 9O' STREET ELL �2i LONG) < < W 'so < REBAR STAKE �; �I_ SCM a0/CE 3,5 SNAKE - _I _-I I o'*-1 I,-- TAPE IN TR=NCH -_I!I-_I' III- � � _ •I=1 I!_' CONTROL WIRE SLEEVE - -�� ==� '" '� l I-I -�! 512E PER PLAN INSTALL _ A7 A { ,, Q R.C.E. d 9 '7$� ,moi r! cZ CONTROL WlitEs - aV>1DLE T _ � �j ADJACENT TO PRESSURE - v $CH 40 PVC PUNTER 7 - Com ^ w C)TY N ZNE�E53 D TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 -III III MA4tEx 9O STILET ELL 9D STREET ELL < -- -``�1! I '�'- I- 1 AND TAPE AT 15 O.0 AND i, SUPPLY LINE _L _ L42 _ (�yj.�?.',�•/� _ _ I I' NON-RRESSURE MARL[X 90- STREET Ell U PCG, �pµZ C f�j G.Tlf II :- - �- INSTALL ADJACENT TO ,L I-III (},,---I ♦ U I _ _- _ _ _. • I PRESSURE SUPPLY LINE - r ( 1 ! LATERAL FITTING WE"NALK HARDSCME (� ( ,m, " I -1_ - -I ^ I I o - - _1 I I= I=1 = 1 11 1 11 1 = PRESSURE SOFFIT LINE \L`_.L' L _ __ _ I _ I -I I I- -I -I I I- SLEEVE - SIZE TWICE V40N-PR-SSURE LATERAL UNE SCH BO PVC NIPPLE ZVOLT +DIN AT RK;HT ANGLES (TYP) I= ___ __ - I I_ I-)I I-I ! DIAMETER OF PRESSURE TYPICAL 2 PLACES YMw / .' wa RAD �� "� �L��?ROvIDE 13 WN OF SAND _ ( )1- BEDDING AND SHADDING 1 1-I1 V - 6- ttP SUPPLY LINE YlIRES. TAPED AND f' PCC RDw CURB PER Cm STO S34 Gpb�•S-I,l 416'- 1^7 4 I 1 _ -J ANTI-DRAIN VALVE AS REQUIRED BUNDLED AT 15 FT. INTERVALS TT -'Il NOTES: RACK STIES.V'LESS O:-jr'-YECr,EO.!HALL M. NON-PrR:$$URE LATERAL NOTE: 2 CU R. PEA GRAVEL !BADE As M.. 3'0' -RKH 2'0' LINE SLEEVE - SIZE iYnCE NOTES PRESSURE SUPPLY 1 LOCATE MEAD 2' TO B' FROM WALK$, CURBS, HAROSCA?INC. M01Y STRIP$. • _O!•Lts,Dl H•E U- -RMf F w.OKE"I 1Pw (,,ASE T DIAMETER 0- NON-PRESSURE I PROVIDE SCORE JOINTS AT 10'-0- O.0 AMC 318- EXPANSION LINE FITTING NOTES JOINTS AT 20'-0 O.0 AND EDGES OF OWN. r IIouLLTRs LM,L H.r.I/�E4•COME Nr.coseLEs vwL rR•vt r/3 ERI•[OK•T All SLEEVES TO BE SCH aQ PVC U ERAL LINE 2 B- WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND r p_ Atl PACES!;YEN Sr ONES SHAG; K FILLED wM CUSS V AORr.A t PART CEAEAA NOTE 2. USE IRON TA-E ON ALL MALE THREADS. I PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANCES IN DIRECTION c, c r GROUND COVER AREAS AND BETWEEN C,TY-MAINTAINED TURF AND PRESSURE SUPPLY LINE A 2-V2.11 S.No.2000 Z woArLA.q cE.RH,COHERE IL ( WSP(•TOW W rs rLo.Em Z EXTEND ALL SLEEVES ,2 9ErOND EDC_ OF HAROSCAPINC AT BOTH ENDS • Z SSURE SUPPLY LINE 2 1/2- AND SMALLER 1B MIN. DEPTH 3 ROUT- SLEEVING AROUND HANDICAP RAMP$ 3 INSTALL HODS WITH INTERNAL CHECK VAI A AND PRESSURE SART'ARI.VAN R0 5p ITT,ll Val!_•PPApr[D R IIIL(CIh IMKCTpR PA10.l0 pR, r F F PRIVATELY- AREAS � 1.1 3' AND URGER 24' MIN DEPTH 4 PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3 CONCRETE 10 BE 520-C-2500 MIN COMPE N$AT1NG FEATURE AS PER THE IRRIGATION PUN PRALSIT G c•H RE c ROCK•DIRKOft MIN- 3' NO '20 (7i MIN TO 3o MAX DEPTH TO TOP OF AIDE BELOW 4. HEAD CONNECTION AT BOTTOM INLET ONLY S ROl RCSA L .DsrgO OF IIIL AOCKS TO,WE AP•AOKD II nK THE IPU Prl AN . f.ROCKS lHMll!: SMDO1«.ROLIAEo•r10 TREE Y 00.KCtONML[OrsFKAIR.iK)«S.w0 LR.ESWi RO«CONtENr STRUCTURAL SECTION). - 2 Ca.:.RETE cUAss va-o-250p CiTY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA r QUiCK COUPLING VALVE WITH METAL ll I RANCHO CUCAMONGA,GR CALIFORNIA Heta _ CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF r' X•532 •^ IjllY I I TYPICAL SLEEVING I •.,-�33^.r --« - SLNo..DR.N �^ ,.4-L. HI-POP SFIRLB SPRAY I ` 539 .« ...ROY„ I. i 24 VOLT SPLICE BOX I 1 540R� E�l� COBBLESTONES I 542 WALK E1/t ILL n ;z I. :•vD.TD.M ,DYED,. 111VED " RIVER WASHED GRANITE s1.No.AD 542A I 2 \ T •HEADER - TYPICAL TRENCHING CONCRETE E � ,' t I , CASE 2 (�'� I 1 !:L,L 6jI 534 de d�( 3 STAKE FOR NO\-TURF AF.EAS �_Il�V �c ' y -- - E:'- �...•-:Ea 535 - w,H r.H. ., ,R L „« I•».. ,. r r . r - - --- --- -- < DHSt.uC TKM ---_ _--- --- - ---- --- -- - - -_-- . E ,;. JSE w s D D vEc,r c,q«s IDA•uN,c o.<s co«s*uc KH. 1 r I'••. N. •cu¢.rq»s roA.wLK WOA s c w--a - N r r , iq« -' USE s o Rc s.scKK qHs ro•ruRLK Wof.s co»s uc1Kw '•'� _`. - - «. a I.-, Int wr«sT•o ro s E - - - .. - 1 -') D', s«:_' D '• �•�:r.> Asi �••ry .HO.a2 S>:"r'_•'IDrS rC•rY S.IC w0•.S;IHfs'•uCtq+ I T S••EET 1 I =�' W1: Vf; wr«Sr.HO.lD srt CIhCATq»S FpR.wlC xO.RS eo s we KHI =V-. .` 1 = ` - ,.,E; 1 OF 1 -- T^iEl C= /�� ,.«.1 -- ... S-... rc , - V''--' - US, M,«fT.K..'v,:••CnK•tq»S TOIL WTL". »DA<S CO«S--,LLC- IKHI -I,• t .«EE. ID.TL us[wi»III."—s.toFK"X",s To...l •OAKS Co"A AVC I END G\A\D1TIS�JT� v:0E5T OINENS:ON OF 1#L1 I RAMS TERMMS AT SELECT END CONDITIONS �• , (�i'I j 01 SEE CONSTRUri IDI] PLATT BOULDER ! I* , -- a ,/,y i', - - FOR LOCATION Ar:O - ---.-.- -- S s�,J,.i�> "`� �+"' rLi,I ^ ',>1- , .HO1 LINT DIF R17l1L PERS RF.OU[RED � ,� F E x,r $1, 7� 1 i, 2 1/38URIAL 1 ^ I - E `� �'- moi, O FINISH GRADE _ I 11 - /�-(_) I �� COrvAC1E0 SLR-GR<DE • 90% �' \ . i�l i 0A0 . s� 4-> s ��, a�� �! /�� \ .. � I T i It ?o ,/./�_• ' . . J� o .>< 6 \ �' - 2 1 a �Y ��v �y "� �- I --O- 0 O 11 NOTE: ALL BOULDERS SMALL BE SET LP40ER . 110 DIRECT OF lAHOSCA.PE ARCH17EC1 AND CITY KALE N.T.S. w 11 A. BOULDER INSTALLATIONI -] ©�I / , DESCRIPTION OF REVISION DATE CI7r APPA X18 -� .- - CITY OF RANCHO CUCAMONGA \-2. I'l pk-13 t 11' Ill DETAILS IRRIGATION BOOSTER PUMP DETAIL MASTERCRAFT HOMES TRACT 14380 PHASE 1 1. CLOSE-COUPLED END SUCTION CENTRIFUGAL PUMP. CAST IRON BRONZE .FITTED. BACK PULLOUT OES:GN MECHANICAL SEAL. ODP MOTOR. F. •NEMA 4 ENCLOSED CONTROL PANEL. WITH CIRCUIT BREAKER. (MAGNETIC STARTER. HOA SW[TCH. All APPROVED BY I DATE ,l CONTONENTS TO AUTOMATICALLY CONTROL BOOSTER PUMP SYSTEM. CITY ENGINEER . 3. FABRICATED STEEL ENCLOSURE WITH LOCKABLE DOORS AND VENTING,MP- C.IT`f 'LTD•PLAW 0545 (rump, euc,Losve-E) R.C.E. 24953 4. CAST IRON ELASTOMER LINED FULL LUG WAFER STYLE BUTTERFLY VAALVE. - S. CAST IRON BRONZE FITTED DISC STYLE WAFER CHECK VALVE. DESIGN RE COM MENDEC) 6. PRESSURE CADGE, 2 1/2' DIAL, LIQUID FILLED. STAINLESS CASE. 0 - 200 P51. LANTEX 7. FLOW SWITCH; TEE MOUNTED, NON-(METALLIC. PADDLE STYLE, NON-AOJUSTABLE. 100 PSI RATFp B. TYPE "L" COPPER, 2.5 INCH. DRAWN SIFT ET 8. 1S9� ANSI RRTED BRASS OUTPUT FLANGE. 31726 RANCHO VIEJO ROAD, SUITE 206 10. BRASS PIPE, WRAPPED WITH PVC TAPE. SAN JUAN CAPISTRANO, CA 92675 11. BRASS 80 DEGREE ELL. 23A of 23f-2 12. PVC SCHEDULE 80 / BRASS COMPANION FLANGE JOINT. (949) 248-1993 FAX (949)493-0706 13. MAIN POWER CONDUIT FOR BOOSTER SYSTEM. CHECKED R C E NO DRAWING NO. 14. IRRIGATION CONTROL. CONDUIT-FROM IRRIGATION CONTROLLER(S). � /' 1 15. FABRICATED CHANNEL STEEL BASEPLATE, EPDXY COATED DATE FILE NO ` h✓ - -1, . , . P;4--3>A,- 1ICLfAwF..t►.-� i .,04: SHELF 0F- SHLETS DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS MASTERCRAFT HOMES MASTERCRAFT HOMES 400 N . TUSTIN AVENUE SUITE 290 SANTA ANA, CALIFORNIA 92705 WILSON AVENUE TRACT 14380 (714) 565-0100 FAX (714) 565-0700 LANDSCAPE MAINTENANCE DISTRICT NO , 7 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L- 1 TITLE SHEET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. PLAN — WILSON Q � 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKER'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L—� CONSTRUCTION SON A V E DAMAGE INSURANCE AS REQUIRED BY LAW 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-3 IRRIGATION PLAN — WILSON AVE 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-4 IRRIGATION DETAILS // WT[ SEIN A V E \ 6 AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL - - RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. r T j ` 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-5 TREE PLANTING PLAN — WILSON AVE HAVE BEEN APPROVED BY THE CITY ENGINEER. L-6 SHRUB PLANTING PLAN — WILSON AVE i I 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT j S�iMMi ��AVEN�'E WIDE FLAT AREA AT THE TOE OF SLOPE L-7 PLANTING DETAILS n I 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEOUATE MAINTENANCE PERIOD TYPICALLY 180 DAYS SHALL COMMENCE SAID MAINTENANCE SHALL \� '�$I / CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L—Q V PASEO — ALTURA & NORTH OVERLOOK DRIVE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW ?' � '_ �" `✓� N 'F GRADE. FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP MAINTENANCE ALSO INCLUDES ALL L-9 IRRIGATION & PLANTING SPECIFICATIONS �`. T REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L 1 - 10 LIGHTING DETAILS ,\ 0 APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL ALL PESTICIDE APPLICATIONS REQUIRE A P C.A. RECOMMENDATION. I 1 LIGHTING POLE FOOTING DETAIL CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. L— - �' 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA L- 12 WALL & PILASTER DETAILS BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS N i ? BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE a ;r FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBL.CLPLANTMAINTAINED CORDANCE W TH CITY STAND RD PLANS. FOLLOWING CRITERIA. CONSULTANTS • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CIVIL ENGINEER LANDSCAPE ARCHITECTS VALLEY CONSULTANTS LANTEX 129 CABRILLO SUITE 206 31726 RANCHO VIEJO ROAD SUITE 206 '0\jpNDSCApe LANDSCAPE QUANTITIES COSTA MESA. CA. 92626 SAN JUAN CAPISTRANO, CA. 92675 (949)650-5430 FAX (949)650-20% (949)248-1993 FAX(949)493-0706 y �' 4 03 9y m LANDSCAPE MAINTENANCE AREA WILSON AVE. TRACT 14381 PASECI T01AI. SHRUB AREA 19.495 SF 471 ` � : * . TOTAL SHRUBS 3467 cf' l _a ue a' TOTAL COBBLE 11-0) SF 3415 9�� Date P�\P TOTAL T SIDEWALK 4.932 SF 13% OF C • _�� TOTAL, 2' SIDEWALK 2.416 SF 6"1( c .� s TOTAL, ALL AREAS 37.745 SF 1O04 ' TOTAL CITY \MAINTAINNED ACRES 0.8665 co'n :i, ► ' so ` ,o 119 ` FOR ILSON/CENTFX C/UCA40PASEO TO CENTEX TOTALS � ,,~ P.1� 6� •' U : ,� .,06 „79 13t TOl Al. SHRI`B AREA 4,840 SF 53<< SI: 47' V" ,s TOTAL SHRC BS 203 3670 '-.�� •. 41 " „'• TOTAI, COBBLE Ise(► SF 21 1 SF 341T . ' 2 r 6032 SF 13(x( C.mrw xnoa D+ir. � .o TOTAL 81 SIDEWALK 41.1(1 SF �6 v 10> DESCRIPTION OF REVISION DATE CITY u TOTAL ALL AREAS 9120 SF 10011( X616 SF 6 v APPROVED. 33 '� 'F TOZ'AI. CITY 1\1AINTAINF,D ACRES �).20y I 46,965 SF 100Ci r CITY OF RANCHO CUCAMONGA .r`o� c. r�► �3 ;," ; $' �. t, `� � � 1.()7(14 ACRES 33 xza NORTH MASTERCRAFT HOMES WILSON AVE. TREES -`—' 25 - 15 GALLON CERCIS OCCIDENTALIS REDBUD �� \ < ►—� WILSON AVE NTS 7 - 15 GALLON PINUS CANARIENSIS CANARY ISLAND PINE (� �' WILSON AVENUE TRACT 14380 2 - 36" BOX MULTI PLATANUS RACEMOSA CALIFORNIA SYCAMORE �� LANDSCAPE MAINTENANCE DISTRICT 41 - 15 GALLON LAGERSTROEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE TITLE SHEET PASEO TREES NOTIFY CHARLES POLING OF M.W.D. TWO DAYS PRIOR APPROVED BY: DATE: LANDSCAPE MAINTENANCE AREA TO THE START OF WORK. 909-780-1511 EXT. 2764 CITY ENGINEER RCE: 249 3 5 - 15 GALLON LAGERSTROEMIA INDICA 'MUSKOGEE' CRAPE MYRTLE TRACT 14380DESIGN PLAN PREPARED B RECO ITED 7 - 15 GALLON LIQUIDAMBAR S. FESTIVAL SWEET GUM IA � IFXthe 3'726 RANCHO V!LjO RCA_, �)L 'L 206 DRAWN _,AN JUAN CAc'ISTRANU. A 91675 SHEET (9 1491 248 1993 FAX 1949; 493-0706 L- 1 OF 1 2 QUANTITIES OF SHRUBS SHOWN ON THE LEGEND ARE FOR ESTIMATING PURPOSES ONLY. FINAL QUANTITES FOR CHECKED R C1. No DRAWING NO PLANT MATERIAL INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIREMENT. B.H. DATE FILE NO 5-1- PROJECT SHEET NO . _ Lr�__OF_ Z _ IV PASE,O I RIVER WASH GRANITE COBBLE STONE 54 MASONRY BLOCK WALL & PILASTER(TYP.) LPI✓iq„C"„ "Z REFER TO SITE IMP. PLANS FOR MASTER- CRAFT HOMES,TRACT 12659 ,BY LANTEX. 6" PCC MOW CURB PER CITY STD. 534 EXISTING EDISON VAULT SEE RETAKING WALL DETAIL SHEET • 51 COBBLESTONE HARDSCAPE Al •�" o r Wui 1`'I tMTN i Can • ,. .. .a „ , ,r T^ r. i rT i ss H EIORTH I 3` a 12E9 N.T.S. 1_ - - Q - WIL SUN AVE. p -� 31 ' EXISTING KEY M A P I > N 34 33 32 31 30 29 CURB OR WALK 240 -'�--� SEE SHEET L-3 FOR IRRIGATION PLANS W • ' SEE SHEETS L- 5 AND L-6 FOR PLANTING PLANS U MINE COBBLE STONE HARDSCAPE 1 - ( � 2-' _ 4' END CONDITION 542A 2 2 4 2 - - _ • •J _ t0 CONCRETE CLIRS AND GUTTER. ' O MATERIAL CAULKING To EN 12•PREMOLDED EXPARStON JONIT FLUSH 1 _ 2 wiT►{ADJACENTMATER GENERAL CONSTRUCTION NOTES - /1I� :{ I _� _"c I MATCH COW-COLOR I i _ .p �l � � _-�1 f! �o � 3 I � 1. ALL DIMENSIONS ARE TAKEN FRU�1 CURB FACE, BUILDING FACE �� t`� I ® O DOMACRON PAVING BAND Wt OR EDGE OF PAVING, UNLESS OTt RWISE NOTED ON PLAN. THE II 1n , N A9•MRSLATE PATTERN.VWRADRISCOWERS DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII -� 19+00 ' 20+00 I__11 ___�II + BOTH FROM s r.?EGRALMOR IE LD CO.(213)72 .3000 17+00 1 18+00 `�-� I 3-6 ( -� 21 +00 , --� 22 BOTH SI IES, NT SCOFIELOCO (21317OBUF0 AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CF.t,NGES OR BENDS. - - - - - - - 0 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND • r -- - _ - - - 4 OCM}TSE91R�fEDMJLCN _ - NOTE: - - -- - in =v PROVIDE 1rr PREer"ED DPA.NSTONJOINT APPROVED BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR _ r Lai T!�G � F<�,-7 Y�' PNISH GRADE AT 2ao•o C.TYP- PRIOR TO POURING.(GIVE A MINIMUM OF 48 HOURS NOTICE) VP - - - ,___ ____il .__ _.__ ------- --- - - _ _O-kl _.__� -- ----- - O 2#3 RE ARCOW"LIOUS WTH 11 TOOL"NTS O.C.c 3. R SITE GRADING SEE GRADING PLANS. � II � I - I II ,I I - I- 11 '_ l! ' it _ -p 'L8 � {pl L ) C � N ' u I �S E r 4Q-0 I 'I - 4. CONTRACTOR SHALL VERIFY VJCAI ION OF ALL UTILITIES PRIOR TO i _ �I , 11 I 1_ II t 7-0" CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES �I WI �S0_' AVENUE �p Z 3 � s `4 -� 3.6 30 INCURRED. $ CONCRETE PIPE I I ry - 4 5. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS M.W.D - SHOWN ON IRRIGATION PLAN AND CONSTRUCTION PLANS. 't6TYP6. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE - - -- --- - --- ---- - LATEST UNIFORM BUILDING CODE. - 7 THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE "�- I ` LANDSCAPE ARCHITECT AND CITY INSPECTOR. 5 - -- ---- _ S. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING ~ CONDITIONS AND SITE CONDITICo,9 BEFORE STARTING WORK. Z � LANDSCAPE ARCHITECT AM CrrY I CTOR SMALL OF NOTiF[T)lts�'!MMMY OF ANY D�NQS OR P0.��!.F IFI !-'"`�S 9. CONDITIONS NOT SPECIFICALLY Sl 'AWN SHALL BE CONSTRUCTED 7 00 SIMILAR TO THE DETAILS FOR THE �ESPECTIVE MATERIALS. E _MAINTENANCE_ BA 10. THE DRAWINGS AND SPECIFICATI::NS REPRESENT THE FINISHED CONCRETE ND STRUCTURE. ALL BRACING, TE&i-'ORARY SUPPORTS, SHORING, NTS ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE J':B SITE BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR INCLUDE INSPECTION OF CONSTRUCTION (METHODS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED MSF*ECTIONS. 11. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS 542 BOU_.DER - SIZE AS NOTED LIVID WALL PER , OBTAINED FROM THE OWNER, LANDSCAPE ARCHITECT,CITY 12 INSPECTOR AND THE APPLICABLE GOVERNING CODE AUTHORITY. J�IE.Lr L-IZ OF SH � J CONCRETE HEADER - I/2" RADIUS EXPOSED EOCES AND FINISH PER PLAN ALL CONCRETE COLORS TOO BE SELECTED 2 WEEKS PRIOR TO I' IN LAWN (INSTALL AT CRADE LEVEL AT SwALE -INSTALLATION AND APPROVED BY LANDSCAPE ARCHITECT AND CITY INSPECTOR. .N N CROSSINGS) TW 99.95 6" OR e' 13. ALL STRUCTURAL SPECIFICATION FOR ALL CONSTRUCTION ITEMS « NOTE FINISH GRADE SHALL BE PER SOILS ENGINEER, :TRUCTURAL ENGINEER OR CIVIL STREET LIGHT (LIP-) REFER TO CIVII ' BW 99.43 � ENGINEERS RECOMMENDATIONS. MEANDERING CONCRETE SIDEWALK TYP. TF 98.10 T ENGINEERING PLANS FOR EXACT LOCATION. REFER TO CITY OF RANCHO CUCAMONGA T 11=III=!Ili�'�•• =L!I-III STANDARD PLANS STD.#114 & APPROVED �- TW 99.40 I 1=i 11 I I(=1 i i-1 I i= CIVIL ENGINEER'S STREET IMPROVEMEN F rLANS. BW 97.03 B 9 9 NOTE: IF THERE IS A DISCREPANCY BETWEEN THESE ' TF 96.70 �utrnT OF wMOal( F LL7 66_ -•'-- - I I. _ ''. 11 11-1 I OUS CONSTRUCTION NOTES AND THE GREEN BOOK REQUIREMENTS, - - 11- '1--I! (U KESS OTHCRWISEUIINj RUCTEo THE GREEN BOOK STANDARDS WILL SUPERSEDE THE ABOVE � TW 99.17 - III--I t t-t I- > BW 96.63 f I I CONSTRUCTION NOTES. BOMACRON PAVING, RANDOM ASHLER � r � r' (� �Et �E HIL f. ril5 5HE E 1 TF 96.30 ! - t` a�t. NOTES: TW 99.25 I t. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION Ri• 11 JOINTS AT 20'-0- O.C. 2 W 96.55 _ z WIDE CONCRETE HEADER BETWEEN CITY-MMAINTAINED TURF AND ' 2 8 2 7 2 6 2 5 2 4 J _ CROVND COVER AREAS RE BETwEEN CITv-MA NTaNEO TURF AND TF 96.22 Z P+^- MAINTAINED LY-MAINTAINED AREAS - �L ')I {�/I �I o 3. CONCRETE TO BE 520-C-2500 MIN CITY OF RANCHO CUCAMONGA, CALIFORNIA LAYOUT NOTES • 91 ' - _ ' � -^ = 3• ---- I -- - -- - _ -- s'A .•ap CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK. 2` 3` 31 '1 ZI 3 ,2` I _ _ 2 2 - - - _ 4 _ I Z 3 - Q z Q o CONCRETE HEADER _ I - Y -_-_ a :• CONTACT ❑WNER'S REPRESENTATIVE FOR AUTHORIZATION IF MODIF?CATIONS OF _ - APPROVED N ARE NECESSARY. - - ---- - ----- _ - - MT T.N A4 iC.T.0lS rOR PUE.1., wD a CONSTRUCT.0. D ED DESIG E - - E �5_ : 5•E r 534 1 l! • _ � R - i CONTRACTOR SHALL VERIFY ALL DEMENSIONS IN THE FIELD AND ADJUST AS NECCESSARY • To, vo 3 < WHILE MAINTAINING THE DESIGN CONCEPT. - ' _ CASE L B r°R tRw�Es+cN MASONRY CONTRACTOR SHALL COORDINATE WITH THE DRAINAGE CONTRACTOR, I rCNTRACTOR AND THE ELECTRICIAN TO ENSURE ALL SLEEVES AND CRUS�1NGS Arca PROVIDED PRIOR TO PLACING OF WAAS, CCNCRETEr ETC. ® +00 ,41_� 23+00 tl 4,11 - 24+00 �I' 25+00 N 26+00 27+00 28 00 ' r T MR&AN CWRCTE W SCORE JOINTS (SJ) OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO MINIMIZE AND / I •• _ - _. CASE 2 oa wxRNErNcoBB,.STDN, CONTROL CRACKING OF CONCRETE PAVING. .. . . (\OG(E P[R/t/wJ T MN. fOl°CMN AT - .-___-- _ _ _ __ _ EDGE Or CO•R[ - - - C _ - i- -` _ ,� Z- r r 1 '1 r _I 'r.,:� fi __ _- ,._ ? - s. - 1�0 _ C _ REFER TO CONSTRUCTION DETAILS OR MATERIALS AND FINISHES. - - ;, t`r""� Y - -- r I o� IIh, F ae[st 11) - ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. I I I ' 1_ ,I �+.L_1-G I q I - - ca+cerrE r.o � 110 _ I 16-p X03 � FOR GRADING AND DRAINAGE, REFER TO CIVIL ENGINEER'S PUNS. .04 CASE 3 ---1 r E----2 t I E S O N N AVENUE �'-6" -�'' N - -_O �� ,a r�E,:Ta,E ARaE AREA CALCULATIONS S.F. % T ' ' CONCRETE PIPE M.W.D .• IE -II • II- T 4'WIDE SIDEWALK 4,832' 13% a' CONCRETE Ef0 C°NERTTE IDE SIDEWALK °/ --_---` COBBLESTONE �ENEATN COBBLE �/1� Ewa T r • _ - - - ---- --------- -- -------- -- -- -- -- ---- - .2' WIDE 2,416 - _ COBBLE 12,000' 34% t - Nr 2' MIN. 4• MAX. RAD. CURS t CvrEEa HARDSCAPE 19,250' 53% T/ • a PLANTING AREA 18,495' 47% 100% 11 U) A CONSTRUCTION PLAN f P711 v I I I . . L-Li ." w SID-WALK HARDSCAPE i ��' 2.86' ! 60.00' 10 . 2' 91.13' 91.13' a 90 MINJOIN AT RAO. ANELEs (TM°-� CITY OF RANCHO CUCAMONGA 6 PCC MOW CURB PER C�STD. 534 morrs - ---- - - - OCK SItES.UNLESS OtNERWTSE SPECmEO.SINAL�E: Q At -,-S /A 3'0 _ 2'0MASTERCRAET HOMES CJ3DLISTONES- w It' - -. E' Wt.ONE MT yy (J-) I 7. �OtdOERS SNut w.�� I/7 ENBEO.ENT,COMES S.MtI I4.+'E 2/3 ErIEMrENT 3. ALl SPACES #-T. -EN STONES SINAL BE rILLEO WITH CUSS 9'MORTAR, I ►AAT CEIVENT T° 2-1/2 ►ARTS SANG, I000 PSI PORTLAND CEMENT CONCRETE.(N°*my-►Ace IS ALOR!0I I ' I /{j�,(III IJP' (��/J/ '(�I I��Jn' �-(\� �(��� /���/p SII' (�Iy�`p '.A XfCCw.SAmoLf AR i �E N so. OC wOR 'E A.'Rx°'.'NE "TM NSRE"°R. ' a '° WILSON AVENUE TRACT 14380 AZ!/U R e` lIL�Il11 v EAU �l `tel�®L4_,V B A ILS.U�1 R.tOCE ft"1 C 1 111ol INC ROCK KS T S. rINK RESTwO POS�TIO.N Or AL ROCKS i0 BE A►PROY!D IT THE INE pM1 nSPECTOR. t. ROCKS SHALL tE ON00*N.ROwOtO AND rRE[Or 0l.TECT,ONARLE TKSlKUR.TK)NS Ar10 LANDSCAPE MAINTENANCE DISTRICT R CK, S WON CONTENT. T.CONCRETE CUSS 520-0-250D. CITY OF RANCHO CUCAMONGA, CALIFORNIA CONSTRUCTION PLAN SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL .,,t��-D „ RIVER WASHED GRANITE STANDARD lr1I // COBBLESTONES 542 ,DIMENSIONS ARE FOR COBBLE LAY-OUT ®E THE SpDEWALK LAYOUT WDLL CSE MADIE PROM T �iE Et 1�•.' I USE •ltK STANDARD S+EC,rICAT:OYS rOR PUNK WDRKS C°NSTRrTID. APPROVED BY DATE" AND NOT FOR CURVILINEAR SIDEWALK(TYP. ALL DIM.). = RCE �`��� SKET I Cr , APPROVED =11L ENGNE ER'S STREET 1IM@- ROVE. MENT CITY ENGINEERI 1v RCE NO 24,953 PLANS. LOCATOON MAY REQUIRE MELD ADJUSTMENT DESIGN L TEX REC DED AS NECESSARY TO MEET MELD CCONDIIT�ONS, AS w M LANDSCAPE O VIE O ROAD. STE ING NORTH DRA N 3 AN RANCHO VIERo ROAD, STE 206 APPROVED BY THE PUBLIC WORKS INSPECTOR AND S.M. SAN (949)1248--1993A. 92675 SHEET 0 �� - FAX (949) 493-0706 t- �-OF 12 - PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION• � � 3 � CHECKED DRAWING NO DESCRIPTION OF REVISION DATE cIY RCE No APPROVED B H DATE FILE NO _1_1 SHEET I,- ,­ OF SHE LTS IRRIGATION NOTES :::.: :::_�. :L::�, S,i__ 1 LI6:E S S , ,rs ; .. INIERITRF. 1v17h THE SPKAY PATTI RN OF THE SPRINKLER HEADO AS TO LIMIT OF WORK 'CW S'Q SEE ♦C-E 6-EE- _-2NEw WATER METER(SIZE PER PLAN),A3 PROYID£D BY CCWD,IS REQUIRED AT ALL PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE ( - POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND -PAY ALL I g CUCAMOCOSTS A SFOR THE COUNTY WATER DIOSTRICT NEW WATER W OTSTS AND INSTALLATION CONTACT THE SPRINKLER �N HEAD ON EAiCH SIDE OF TIM��B mmunoN SO AS TO PROVIDE PROPER '8!6 ' CITY. MADE AT NO ADDITIONAL COST TO THE F ' PROCED . • ` TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED INSTALL ONE (1) SPARE ORANGE WIRE ,ALONG THE ENTIRE LENGTH OF TETE 4 BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY. BACKFLOW MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH_ PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN VALVE. ALL EQUIPMENT SIZED PER PLAN.INSTALL ALL EQUIPMENT PER CITY ENCLOSURE FOR IRRIGATION WIRING. STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND ,/` ��M LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON IRRIGATION SYSTEM IS BASED UPON A Iv1A)CDAUM OF 3 INCHES OF WATER PER SITE BY A REPRESENTATIVE OF THE CITY. W I V. , WEEK MYRF� AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS ', I i I I APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOCtRS OF 9:00 P.M. •,• L !I,z' - _ /8� 6'2 e�a+_ BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. s,• LL1 ,• 1. -t. '.,j - (SB)SBBC-_TO THE STREET AND SCREENED WITH SHRUBS WHENEVERPOSSiBLE,I AL ALUNIINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL _ TEE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT z i 1" � � � _- � _._� I Q ( 15e, \ S8� E4° EACH POINT OF CONNECTION. THE MAMMUM DEMAND OF GALLONS PER MINUTE`J '�• t �. \ 'o % 3 ' BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE 3 4 3 3 `®S� i ma r $Cr F" 3 2 %3 455 SG! F'. 1 /g'4� ?'3 $O �' 3 O 2 g g'6 : '26 SQ AND SCREENED WITH SHR WHENEVER POSSIBLE. OF INSTALLATION. ANY E } ? { �- �� UBS CHANGES SHALL BRTHE GHT TO THE ATTENTION OFTTHE TTY. WATER PRESS —� �69 8-5 5p r 3.4 50 �' 3! 3 1 I j' TTIIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITI•IIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED INAUTOMATIC CONTROLLER TO BE A CALSENSE ETI- ( STATIONS) - DR W L \ ��8 (DIGITAL RADIO)W/ANT-1 ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB) I" ''�- + ,•■ "' •' � / � ++ ,' � PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE ) „ �q I, ?„ ?« ,I,t• i' �2" ?„ SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND 24SS/120 VOLT CONTROLLER%ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA • 12 2-1 2•' .- I" 2 t" ''2' EQUIP`tENT AND ARCHITECTURAL FEATURES. _ _ 0 — 0— PORT (EPDXY-FILLED ON TOP OF THE ENCLOSURE PER MANUFACTURER II% r '•" r ? __� - - ^--- -- - - -- , ' a I _ -- _----- - '�" - 4' +. - - - - - SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL • - —�J • T� �' _ ' _ PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION O_F THE ENCLOSURE TO BE ! • _ S • -- T"� �+ - CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS Com— ! !i !" ! • J . !" . , t (' ___.__•. J ��" 1 I 4 4 - Zi. 1. 3, • 3;11 I 5 {. . I I 5 1" AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL DISCREPANCIES AS DIRECTED BY A REPRESEh'tATIYE OF T CITY. 4-Q - _;Q, l� 1''•" ie 5..-- I" Q 5 • Q Q-Q- -= T,•�f�4„ �„ .Z • �' __ _ -- ;s' " - 41 . SHALL BE REPORTED FOR DIRECTION IM2MEDIATELY TO THE CITY. TIS CONTRACTOR SHALL SUPPLY T�CONDUIT NEEDED FOR THE COWUCTORS THE CONTRACTOR SHALL FAIvfILIARIZE HIMSELF/IIERSELF WITH ALL AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION • , - � • - ��- �_�T__�---Y _ J� - UNDERGROUND UTILITIES, PIP AND STRUCTURES, AND SH.AL TAKE SOLE CONTROLLER- ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, • •• _ {� - —---- - ___1__-- �; RESPONSIBILITY FOR THE REPAIR/REPLACENMNT,AT NO COST TO T}E CITY, FOR COORDINATED AND PAID R BY DEVELOPER- ANY — 0 FOR THE DANIAGE OF SAID UNDERGROUND FACILITIES. �B 9\, 3 03- SQ �' I! 8, :013 SO c' LL ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF TTS 7 ,'35 t• 35 ^ CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND•VALVES FOR AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. i v OPTIMUM COVERAGE WITH MI4MAL OVERSPRAY ONTO WALKS,STREETS,WALLS, 7+00 18+00 / 19+00— —20+00— 21 + _ '— 22+1, r ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO TT-LAT 4- — �`�+ COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL '�TOP OF THE SPRINKLER HEAD IS'/I'ABOVE FINISHED GRADE. - - - �,_- — - -- - -- - �.2,r- • CONSTRUCTION. - •- -+ — � �_ '� -- - - _.-� - fit__ -- IR ION EC�ENp ', " - , " Iz 1 ' ° �• ' I' /•" , T�rPIC4,L POINT OF CONNECTION .� - --_- _------ _ _�--- --- -- _ ..-� - ------- - __ ._.. --.-.—T--- - —.—�- - --- --- - --- -_ -._ _-- _ -_- -- _-- -''': t EXISTING ' r"+t • tv Ib i EXISTING _ ..-c_ ..-cr..�r ✓\ <,:: CONNECT r0 ?' 'IR SL 9t S! DAGGPLOW PRE✓ENTIR 16 A P[BCO 6?5Y W COVER se5C-45A _ EXISTING DOOSTSR AU^'ll�' IS A wYDROBOOST Ln WILSON AVENUE ' ILIImE+e�'?5� lbw Ilm Gam! s 1?9' evalLeDL■ QA'NB'QD 8'2-So" pQS !00 Q.SQ•E2 S'�AY wEaC !p 3g 3p SEE DWG 1435L SHEET 72OFe7 Ra N'S'QC e' Ste"' NQS 'p•• w�_F SoQA� �Ea: I© '9 3p ► RA Na Q:, 8'T-s�� AQs- oc F4�_ s>=t:.� ►+E:•:. Ip TSB 30 AVAILe�LE PRE£s6t11lE 1�-d! 1O DSSIGN PR[@$��R[ 1m Pb! . Q.:`N5 QC !8'T-SA11'-AQ5-15O O:AQ'EQ S�Q,Y BEAD 15' 9T 3p --- -- - - - - -- -- MAxIMUm DEMAND 38 boom $ — - g. R.:1.,5 - 8'^-Sa"' AQS '5� wa_c SmQLY «.EAC 15 !B5 30 n RA Ne QC NEJ. 15 3'p 30 TYPICAL CONTROLLER NOTE: QJ\B Q;. +8!T-8..•'-aQ5-50 O;.,Q-EQ SF'4.;�- wEAD 10 --- -----_--_----------_--_. _ A CeLGENSE CONTROLLER ETI-112-OR Nt[D9 TO Dt MI$TeLLED � __—---------------- - - - --- -- --- --- - ---- _ 16 1 '''- v„ p - •+ C c� Y u A r' '+ u --------��-- -, --- - -----'-__f---_- - - - - ----��_�__ _- ----------- ------------__� � - CL06t TO TN■ EXISTING r!trtR A56t*'rDLY. METER A6eV'10LY *HOWN ptLOW 16 A00'ROX 00 [SET PROP•► TWO ----- ---� - -- -- - - - PWA62 I/PNA6t 2 LINE WMICM 16 APP4OuIMAT/LY III' RROM R.+N5QC 18':2-5a'�- 2S 8Q Q,eQ'Et? S1`'Q4,- -EJC $' 26 3p `� -- CENTER LINE OF WILSON AvalUt (m Q.+'\B QC S!: SJ"' 2S-B�+ wA_� SMS -�'e I-EA-v 8 �: 30 o -- RA''vB QC !8!T-Sa"' "RS SvaN ✓�+� Sc4AY wE,1v 8 7 n f Q QA\B Q^ 33C\fl OU,CK COU�;.EQ. --- ---- - - - -- ------ --- ----- ---- --- -- - - - - - -- - -- - --- -- - - - - - - - -- - -- - - - --- - -'�� - - - Ra\B Q. 3 Q QE"'. CCN'QC. vaLvE $ 'ES !NC'CA*EC ►� wA--5 T-':: GA-E VAL,/E SEQ E5 403-Q--Qw OM Ex S'1,40f 51w• wA'EQ "'E-EQ AND 5_%C-<r-,OW PER C' S'etiCaQCS - RMIR TO Ci✓.L ALAN. ExS-'4s cEaSC 525-�'-B✓ 2" QEC,.CE:. OQE`S, ,QE ---E SACK0_Ow -QE✓E\-EQ T ® EX'S-\iG �+yCQO50CS- BOOS-EQ -,:"a 'L"0550 T5-: '.5%"C G4"' s 'T5 A✓A LAB.E M ® SU-EF CQ 3-OC N-0 EIEC-Q C .^. Al2-RA' GLOBE T '�'AS'EQ vA6.A I .r 21i Ofi © Cr IwCVs-Q a, 2T015 FLOW "E-EQ SE\SOQ B" C.:LSE\SE G0�\EC' TO EX'5-\G IMOOC © 'O~a"C S0N-QOLLEQ N5'A6L A CALSE\SE "''C:E_ E-'-3T-CQ W •�'p TP W ANI' CO\'QOLLEQ IPEE S-Es\ \O - G` 8- c.,.1SE �r.o'�5 .00.:'E \ A 5'QO\G 60x �•T� S TC✓ C..B\E' - -- P✓C $CS 40 L•:'EQ.+� .tiE - 'T CO/EQ IN PIAN-'NG AQEAS c'VC SC•+ A0-T4° CO✓EQ ;;N!CEQ PAvING „ \ LIMIT OF WORK F'vC EC- 40 "AN-NE - a CO✓E'Q AN F'LA\'NIG AQEA5 24 CC✓ER U\CEQ 0.1✓NiG - SIZES '\C CA'EC ' - - - - - P✓C C� 3'5 A+��NE - 8' CC 'ti .aN \G eQE.+S' .4' CO✓EQ a\CEQ A✓iN5 VZEB 'NC CA E. _ �\ 1834 50. c'. r84\ :as s0 PT. /B2, 138' SQ F' ' lJ - - - - - - M I F� '3 �' p2�j!'05 54 FT. �!''z X34 • ' /s SC O .v E SLEE E - SIZESAND LOC 'O\ BY COtiTQAC-OR CQ AS S►+O� 2 62- SO <T. ' g�_4ma 5O _ __ B3\2,!5' SD c' I '� 'B2 PT s F P✓C SC E.� E O "'J\ atiC EQ �'vE S EE✓E : x .i A OF Q TSE 34 ! \'' 35 I 5 SuOW\ / / I ,,� e ,., \ x - INC' ''ES SO vE 'J 'O\ 'v0. ?" INDICATES ✓aL rE S a 2 ?, / / 2 5 / 2 4 2 _ F 0-•LSE AREA SEQ.EC 13Y VALVE _ 2 8 ,.. , ! _ �� W .x: x SNC„A-ES Sri^' �I,�« ?— " �% '/` s - - ;NC IS-'ES ✓.:-rE S ZE — — -- — „ _ .•' %° __ __ Q 3, � ,« 2„ 77� -114 �,� Pll _ _ _ CALCULATION==--Q_--Q ,,• � s 5 5 --�Q=�--�0- s�� . � -�- �' � �' _ _�--_Q— ��-' - Q � NOTE: LLJ �i -T a _ �� THE 2" MITER MAG 3" PIPE RUNNING INTO IT AND OUT OF IT. •–_a 4 ( — WATER M T R N t SIZE. 2 IT CAN ACCOMMOCATE UP TO !mm GPM Twill! TWO LAW-31"T • T^ . -� W EE • o_ -j- - y Q Elevotion, 1696.51' VALVES ARE D-2 (35 OPDM) A-I (54 bPM.. IF T E _ , PLOW 16 Ot - -- assure: HIGH 85 PSI LOW 75 PSI DISTRICT !� eT Tws GAI`i! TIME TWE MAX GPM PL GPM • : II Stot!c Pr �' 11,1 ' —2'� W Source of Informoton. CUCAMONGA COUNTY WATERTHIS 16 WITHIN THE CAPACITY Or THE METIR. THE PUMF' c- t- Phone Number (909) 987-3591 CAN PUSH WHeTEv1ER THI PLOW THE WATER M[r[R ALLOWS, 4 32 S5'2 'C Dote of Informotion: 2-25-00 IN THIS INSTANCE. THE PLOW 16 1"GPM. THERtRORI THE PtX"TP PASEO �2�00I'q" 9508 e` Remote Control Volve # B-10 WILL OPERATE WNIN AND IF THE TWO LARGI:'sT VALAM ARI ON — — Q- — — — — 23+�� — — L4+ �. 25+�� 26+00 27+00 28 AT THE SAME TIME _ I 4 Maximum Demond 23 GPM - _ I' "J•' t'/�' % Elevotion of highest heod 1718.16 —T. --. --- - - - = g - -- - - T` Pressure R V 75 -� s � C PSI ^V ! z 'i z z z 1 • I. 1 • • - 3m -C - -- - - - - O PSI ES 1 7 1 2 _ y --- --�-- ----- ------- - - ------- -- I t 7 Size Item LOSS I � r •„I„ 93,3 cL "V \ / I 2” WATER METER 1.9 ' WILSON A V E N U E - PRESSURE REGULATOR n/o '" - ■ �, C) 2" BACKFLOW PREVENTER 13 d � n 2" FLOW METER 1 2" GATE VALVE 2 2 - ) ' - - - - - - - ----- ------ - - - -- ----- --- - - - --- ---- - - --- - 1/2" MAIN LINE 1 9 t ■ • „ ■ 1r •: y 'll 950. 2 .�.,C. '✓ - _ ._ .- - - -- - - _ __- — - - 250 2 3 . ., MAINLINE 1 1 R C V ASSEMBLY 1 Lij — 10' 1 1/4- LATERAL LINE LOSS 15 -- - - � /' v,2S_;r tivF Z 40' 1�' LATERAL LINE LOSS 1.34 SEE a-,• - RCQ CJ\S-QUC•,J\ -_ - -- - ---- n ----------_------ - - ---- - 100' 3/4 LATERAL LINE LOSS 401 SEE y.»- cOQ *BEES + ✓\ES _��_ - ----- 10% FITTING LOSS 2.74 - _ _ --- � ----� SEE S++ L-6 FOR S-�Q,.BS --- -- --- _ ELEV. CHANGE= +9.37 8000' 286 --� _--- — - ��- --� - T. TOTAL SYSTEM LOSSES 39.54 I �/ rl N I I �J L U C; A M U N G A 60 00' 100.62' �- 91.13' 91.13' 200.12 I v Q _ PRESSURE TO OPERATE HEAD 30.0 __- -- --- - - - - TOTAL SYSTEM LOSSES 69. 4 • �' STATIC PRESSURE AVAILABLE 75 M A S T E R C R A E T HOMES L 'j 1�Y REOSODUAL STER PWATER PRESSURE +20UMP 25 � -. -__- -_ - _ - -- _ -- __ - - _ _ _ _ - _ - CITY REOUIRED RESIDUAL 15-20 PSI WILSON AVENUE TRACT 14380 i IF i IRRIGATION DESIGN CRITERIA A WATERING WINDOW OF 7 HOURS PER DAY IS LANDSCAPE MAINTENANCE DISTRICT Name of Water Supplier: CUCAMONGA COUNTY WATER DISTRICT ' l��. SUFFICIENT FOR RUNNIN SEPARATELY, IRRIGATION PLAN Pressure Given By : CARL05 PIMDRES O' ONLY ONE VALVE SHAL RUN AT ONE TIME. - e COt411Z0 LV_A APPROVED BY DATES j a� Phone Number. �90g� 981-25.,1 S CITY ENGINEER RCE N024953 Static Pressure: 15-85 F%I - - -- — Date info received: 1-25-mm DESIGN RECOMMENDED LANTEX pl�f;K Contractor *hall verify the static water pressure with supplier M. LANDSCAPE ARCHITECTURE/PLANNING Fff prior to installation. If different from PSI noted above, Contractor 31726 RANCHO VIEJO ROAD, STE 206 p NORTH DRAWN SAN JUAN CAPISTRANO. CA 92675 SHEET to notify Owner for instruct iome. Failure to do Go will result M.M. (949) 248-1993 L- 3 OF 12 in Contractor being responsible for change* that might or-cur. �� FAX (949) 493-0706 1 — O CITY CHECKED DRAWING N0/ DESCRIPTION OF REVISION DATE APPROVED B. N. DATE FILE IN IRCE NO _' SHEET (.3 OF 12- SHEETS - - STRONG BOX MODEL N0: / C �O r- --- TU SPRINKLER - ANGLE PIPE TO j 4'IVL CH LAYER f--HI-POP SHRUB HEAD BODY SET TO / SPECIFIED DEPTH WI'H 45 LLS1/4" ABOVE FINISH ,RADE F N) PED-2 WITDDCRPEDESTAL / t icrFINISH GRADE � c.CH 4) PVC MALE ADAF'T�:�F - - I ELECTRIC METER PER SCE ` / WHITE O LH $O PVC UNION EPDXY TFL.Lm WAOF TERAL PROOF BRASS OR FVC NIPPLE �/ -� BLUE / -� ELE 'RIC CONTROL VALVE - _ _ _ - _ __ NOTE. O/ w ! t FLA TIC VALVE BOX (- _ _ ENCLOSURE TO BE DED PER SNA; E" MJ w: �;!` /— MARL ED 'IRRIGATION RCN" _ X \ I III_1II -III - III III _ i N 1:-::!Til II -III —Iii i I I—III—III LOCAL CODE GROUN OD 7� BE RED QN'. rt AL ( 4u'I-N OR EOUAL _ _ _ _ INSTALL-ED INSIDE LOSURE ON Z ) _ - III—III—III --) 11--- CONTRALER SIDE BLACK g E " t C WITH CONTROLLER I __: _ _ _ _ _ �. ■SANS 0- ' ALVE SEJLIENCE __ -III }, _ _ ? w I IRRIGATION CONTROLLER OO° (�'' �`�� " '�rFINISH GRADE I—I - III—III -I I I I TAPER NI�C�I AWAY FROM LEAD [_� 1 _.1 _ _ - = CLEAN BACKFILL - SEE III -III -III FINISH I _ __ _ _ I _ 3'-6' -6' x 8" CONCRETE Z I GRADE. FOOTI INSTALL A MINIMUM OF PASi'C VALVE. BOX �ARSOV OR wATERPE- "._IF ALL L __ j _ `a 1 -I - SPECS. FOR MATERIAL. -III " L (`" VrGF r ��rTiOr ` I—I I I 90Z COMPACTION REQUIRED 3" vE GRADE AND SLOPE: TOP EQUAL) WITH PLASTIC !N-EGRATEC N MIN, TO N AT A MINIMUM OF 2R LOCKING I PLACE. Ar GRADE '^+ I' SIDEWALK -III I I- -.II -- TURF AREAE AND ?" ABOVE N ' _ - MOIS-ORE z - - -- LAN T BE 2 �I _ — LINE SEN'�OR Z I—I NON PRESSURE LATERAL _ =1 =; __ WHEFE _ ao = I P G 'Al- ExPANSION x ai REOJIRED . -I I I III-- SCH. 40 SNAKE PIPE IN COMMON MARE/CONTROL WIRES IN LOOP (MIN.14" LONG) >c '-c 11E oc TRENCH 3" SCH.40 PVC CONDUIT +^ P G TAIL EXPANSION �c OM MON Fw LOOP (MIN 2a" LONG) PRESSURE SUPPLY LINE:120 VOLT WIRE IN RIGID STEEL3" BLUE _ _CONDUIT (E'ER LOCAL. CODE) 90° SWEEP ELL F 14 BRASS ANGLE — -J_ I I PPE IN SCH 40/CL RENCHS SNAKE ON POWER SIDE (TYP.) WIRES FLOW _- VALVE W/UNION I-1 I 3/4" WASHED -I - CONTROL WIRES - BUNDLE \ REO MASTER CONTROL CRUSHED AGGREGATE _ AND TAPE AT 15' O.C. AND Ito _I---I1I I -IIINSTALL BLACK �- VALVE ' TT- PRESSURE DSUPPLYTLLIINE PHOTO ELECTRIC HEAVY �THER JNT 3WITCH FOR SE SECURITY ` z - SCH 40 PVC - LIGHT CONTROL AS REQUIRED PER MARLEX JO' STREET ELL 90' STREET ELL PUNS , FLOW' METER SCH 80 PVC NIPPLE I; �- 1---I 1- PROVIDE 6" MIN. OF SAND DIAMETER SAME I �_.� I 6 TrP NON-PRESSURE ✓ MARLEX 90' STREET ELL SIZE AS FLOW -CONTROL d COMMON WIPES i -- BEDDING AND SHApDING LATERAL FI-7114Ghoe- METER SIZE_ CALSENSE CONTROLLER MOD MO - SECURITY LIGHT DNA TER SAME SIZE - LNON-PRESSUPE LATERAL LINE SCH 80 PVC NIPPLE PER PLANS TIMER AS REQUIRED FLOW METEF SIZE TYPICAL (2) PLACES REITR TO CONTROLLER -_, PER PLANS INSTALLATION STD ANTI-DRAIN VALVE AS REQUIRED NOTE MINIMUM )IS CC)'Mv;'REAM OF BRASS NIPPLE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. F'NISH MULTI - CONTROLLER JNINTERRUP?ED PIPE (5X DIAMETER NOTE: GRADE " COMMUNICATION CONDUIT OF FLOW VETER SIZE;, SCH 40 PVC SXSXT TEE 2 PRESSURE SUPPLY LINE 2 1/2" AND SMALLER 18" MIN. DEPTH 1. LOCATE HEAD 2" TO fi" FROM WALKS, CURBS, HARDSCAPING. MOW STRIPS, 2' SCH 40 DUIT AS REQUIREC PER PRESSURE SUPPLY LINE 3" AND LARGER 24" MIN DEPTH FOR SECU LIGHT M'N. PLAN SPECS IAInIMUM DISTANCE JPS CRF AM OF NOTES: AND EDGES OF LAWN. WIPING 2. USE TEFLON TAPE ON ALL MALE THREADS 2T LJNNTERRUPTED PPE (!CX DIAV-TER 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2" H 4C CONDUIT )= FLOW METER SIZE) 2. INSTALL VALVES IN PLANT BEDS WHEREVER PCSSIBLE NEXT TO SIDEWALKS COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. F PHONE MODEM =;! - 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING UP. -- _ 4. HEAD CONNECTION AT BOTTOM INLET ONLY. -- __ 4. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ------ ---------- 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER RE'MO'E CONTROL VALVE WITH SMUT-O'= VALVE E UNION 1 � H I-AOS s�RU� s�Q.�Y CONTROLLER ENCLOSURE - TYPE F� FLOW METER INSTALLATION � � TYPICAL TRENCH INCA C TY OF RANCHO GUGA*"ONGd STC. CE-AIL STSNDARD P_AN 53� CITY OF RANCHO CUCA1"'ONGA STD. DETAIL STANDARD PLAN 623 CITY OF RANC, 40 CUCAMONGA BTO. DETAIL STANDARD PLAN 5116 CITY OF RANC�+O GUCAMONGA STD. DETAIL STANDARD PLAN 62m CITY OF RANGN�J GUGA*'tONGA STD DETAIL STANDARD PLAN $32 BACKFLOW ENCLOSUiE-STRONGBOX--------- -- - ----.---- ---- -- - VQ Ln MODEL# SWC - 45 - AL Q t� - BACKFLOW PREVENTER w "SNAP-TITE" WATERPROOF r_ ASSEMBLY j g� SCH Bp PVC UNION CONNECTOR OR EQUAL NIPPLE - TYPICAL ` z r- (4, PLACES ROUND PLASTIC VALVE BOX O I" I'OVEF' ETCHED "PRESSURE REG TOR' WIRE SERVICE LOOP (LOOP I I , RAIN BIRD 33 DNP WITH PURPLE i fCARSJN OR EQUAL.) ENOUGH WIRE TO EXTEND WIRE z RUBBER CAP - SUPPLY ONE KEY BUNDLE 6" ABOVE GRADE) I I FINISH DE PEF 12 QCV'S INCLUDING HOSE ti 1-, SWIVELS STRUCTURE OR --1 SPLICE BOX COVER WITH NIPPLE HARDSCAPING LOCKING TOP ETCHED "S.B" PRESSURE REGULATOR - - - i - ' FINISH GRADE - INSTALL IN 1 6" THICK X 12" IDE j CCNCRETE PA LENGTH VARIES _--! I- 1=_! I- io BRASS WYE STRAIWERTr ( I' PLANTER BED ONLY ( t I I PER SIZE-/M UFACTURER) j - ' L188"" MAXIMUM AT GRADE IN LAWN AREAS ,!?H 60 MESH co SLOPE TO AIN AT MINIMUM I 3 IN PLANTER BEDS !12" MONEL SCREENFINIS -RADE - 'I,,__ _ oposs , ps o0 UNION PVC SLEEVE __-�_i- PRESSURE REGULATOR -III— I -)I I I I(—III—) - . e > a -I II III== 1I -��- . . . . REQUIRED FOR _ _ _ _I r__ I'-"I I I I - ,I-r--I •. . _ I III—III—I - —_III—III I I—I ••r",' PIPE TriRUUG-1 "•' •• CCACRE'E PAD ( = SCM 40 BRASS NIPPLE 12' I I i,- PIPE TO BACK:fLOW I— _i NIPPLE - TYPI,CAL I a SCH 40 BRASS 9(Y ELLI- 12" X 18" GREEN PLASTIC METER (2) PLACES IPE FROM II 3 REYENTOR BOX. CARSON OR EQUAL -� FROM WATER SOURCE I_ -- ETER SCH 40 BRASS 9CP STREET ELLS - II STAINLESS STEEL ADAP'OR I SCH 40 PVC MALE --- co 90% COMPACTION � REQUIRED �� i 1�I ;'LOA _� 2 SCH 40 BRASS NIPPLE - SCREW CLAMP I, t - 24' LUNG MINIMUM 1,3) PLACES I'�I__ � i-I '�-_ - 3 I,_- ,� 4 REBAR STAKE x - I - _ �I SCH 80 PVC 90' STREET ELL 24' LONG) ' TO M'-EQ -- _ I LINE TO SYSTEMS ;. i CONIC E THRUST BLOCK f TYPICAL (4 PLACES - ELBOW PER CWD STANDARDS ) D•o .o'•'fl�� °� " III III - . f� RIGID PIPE D RELATED FITTINGS SHALL BE PER CUCAMON COUNTf WATER DISTRICT STANDARDS \ CONTPA R SHALL VERIFY WITH CCWD PRIOR TO _ - - ------ - 24 VOLT WIRES. TAPED ANC NOTES: CONST CTIOIJ 3/s' WASHED CRUSHED BUNDLED AT 15 FT. INTERVALS 1 INSTALL P LOCAL CODES Ar>PEGATE BASE \ \ �2 CU. FT. PEA GRAVEL 2. EOUIPM TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRU :RES OR HARDSCAPING. N W /WATER CO REOURENIENTS 3. WH UNIT IS NEXT TO A STRUCTURE (IE WALL, BUILDING. ETC ) PRESSURE SUPPLY M NT TEST COCKS ON OPEN OR NON-STRUCTURE SIPF \ 4. RIENT UNIT PARALLEL TO STREET. LINE FIT 1NG NOTES: SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 1. STALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. \—PRESSURE SUPPLY LINE 6. DIALE71C FITTINGS ARE REQUIRED FOR CONNECTIONS OF i INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. DISIMILAR METALS. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. WHEN MAINLINE IS 3" OR LARGER. 5. ATTACH PLASTIC IDENTIFICATION 7AG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. ® 24 vOLT SPLICE 51 REDUCED P;ZFe>eURE BACKFLOW PQEVENTER PRESSURE REGULATOR vAL\/E � OUIGG COUPLING VALVE WITH METAL STAKE-FOR NON-TURF AREAS 1 1 CITY OF RANCHO CUGAMONGA STD. DETAIL STANDARD PLAN EIIAC CITY OF RANCHO CUGAMONGA BTO, DETAIL STANDARD PLAN 511 CITY OF RANCHO CUCAMONGA 670. DETAIL STANDARD PLAN 519 CITY cc RANG-"+O GJGA''"IONGA STD DE-AI. STANDARD PLAN 535 Z V) 4` f HARDSCAPING(SEE NOTE 4) � 1 z ROUND PLASTIC VALVE BOX a 24 77— w a- COVER ETCHED 'IRRIGATION GATE" 1A a (CARSON OR EQUAL) C► c� z _ _ IR 7 FINISH GRADE y —III I I—I I II II I I Ip )f !=I III==III I= _I �C oQ`'► -III==I I BA L VALVE - 1;2" OF' SMALLER WITH (==I 1= I OF Z II I II l I I SAINLESS SIFF. HANDLE - _ CLEAN BACKFILL - SEE �--I I=_; !-I I F SPECS. FOP. MATERIAL. _�L-=I I= RESILIENT WEDGE - i" OR LARGER WITH 90� COMPACTION REQUIRED GATE VALVE 2" CoERATING JUT Z I=III= EPDXY COATED VIII III— -III-_-11 -II VALVE PROVIDE 6" MIN. OF SAND I�- I==I BEDDING AND SHApDING `� �"--1 IRRIGATION DETAILS CITY OF RANCHO CUCAMONGA 3 II- _ - -I 1—I III- CONTROL WIRE SLEEVE - __' 1 -1 I SIZE PER PLAN INSTALL n \ T /� T HOMES( r\� -1 I I—I III- ADJACENT PLY LINE PRESSURE '�l- — - - - -_ M J I E R C R " F I I I `�I " ' E S �'c • " o-' - WILSON AVENUE TRACT 14380 -III—I —i -- -- — I = PRESSURE SUPPLY LINE I- _I1I==11j.� ° I —I I 1—III—I I --I I -_ SLEEVE - SIZE TWICE a^ —III- I!I I I-- DIAMETER OF PRESSURE LANDSCAPE MAINTENANCE DISTRICT ' I SUPPLY LINE - -� � I —`i - = IRRIGATION DETAILS NON-PRESSURE LATERAL LINE SLEEVE - SIZE TWIG 314" WASHED CRUSHED - - - -- 0 04c NOTES: DIAMETER OF NON-PRESSURE AGGREGATE BASE �2 APPROVED BY DATE. __ LATERAL LINE CITY ENGINEER " RCE N� 24953 I ALL SLEEVES TO BE SCH 40 PVC. NOTES: 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. - -- --- ---_ 2. INSTALL CONTROL VALVES A MIN, OF 12' FROM STRUCTJRES OR HARDSCAPING. 3 ROUTE SLEEVING AROUND HANDICAP RAMPS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVEF' POSSIBLE NEXT TO SIDEWALKS DESIGN RECO DED 4 PIPING UNDER PAVEMENT SJSCEPTIELE TO TRAFFIC LOADS REFER, TO CITY 4. PLACE VALVE BOX Al RIGHT ANGLES '0 STRUCTURES OR HARDSCAPING _ L NTEX STC, NO. 120 (.24" MIN TO 36" MAX DEPTH TO TOP OF PIPE BELOW 5, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. LANDSCAPE ARCHITECTURE/PLANNING STRUCTURAL SECTION) 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND - 31726 RANCHO VIEJO ROAD, STE 206 - - - VALVE NUMBER DRAWN SAN JUAN CAPISTRANO, CA. 92675 SHEE I (949) 248-1993 _ FAX (949) 493-0706 L" - OF____12 1 TYPICAL SLEEviNCs VALVE - 3" Or SMALLER _ CHECKED DRAWING N0. 1 I C _ _ rTf� T , �T� �L, II 7 C f T`r' OF RANC410 CUCAMONGA STD. DETAIL STANDARD =LAN 518 D E S C R I F T I O N 0 F REVISION �" ��r � _� B.�. DATE. _ RLE NO sICE NO � L"-_ SHEET — OF Z SHEETS MOW STRIP SEE NOTE SHEET L-2 LIMIT OF WORK I w + Q I c to cn j wl z I 4, I rl , w j 0 A 0 0 O 17+00 4! 18+00 19+00 20+00 1 i - 22 00 _ - -- - -- -- LL J - - --- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m LLQ in 'o 8 • CONCRETE PIPE M.W.D WILSON AVENUE _ w Z J F--- W �- 3 UMIT OF WORK PLANT LEGEND NOTE: OTYS. FOR TMS SHEET ONLY i SYMBOL TREES SIZE SPACING QTY / 4 p CERCIS OCCIDENTALIS 15 GALLON 20' 0.C. 25 28 27 26 2 J 2 '� 2 ,j • WESTERN REDBUD . 15 GALLON 25' 0.C. 7 W PINUS CANARIENSIS / c CANARY ISLAND PINE 0 ❑ 4a ❑ !� 0 --- ❑ 0 -- -_ __-- • 36 BOX MULTI 3 0 C � A 5, • CALIFORNIA SYCAMORE ❑ Q PLATANUS R MOSA . . . . , -- —^ _-_._ I _ —_—._ -r it •• o o ' ' ♦ - . • . > o LAGFRSTROEMIA 15 GALLON 41 INDICA MUSKOGEE 20 O C - w CRAVE MYRTLE 22 00 VI N F 23+00 24+00 25+00 w 26+00 27+00 4- 28 00 - PARI'O-N )CISSUS TRICUSPIDATA 5 GALLON 15' O.C. 74 - -- - 11:1 00 0 0 0 =_0 , N �vY A4SE0pq 00o0 LLJ WILSON 1 AVENUE LL1 8' CONCRETE E M.W.D in b Ts 77" O h '/ U 11 h OF 7 0 u . L1J �- w ' r u 3 u r w n u n n h NORTH 00' 1.86' I 60.00' 10 ? 91 N ' WILSON AVE — /� —_ _ -- - -- Q I 13` �t t3'J - SEC SH T. 2 FOR T _ - -- - - CITY OF RANCHO CU CAM ON GA — — - --- .. .---- �V .�1 1 v 1, � �, . 6y - - SEE SH T. t 3 FOR IRRIGATION ( Q - - _- _r• � --3 - r - - SEE SHT L 6 FOR SHRUBS i f � -r r W . MA -� TERCRAF I HOMES WILSON AVENUE TRACT 14380 LANDSCAPE MAINTENANCE DISTRICT TREE & VINE PLANTING PLAN APPROVED BY DATE: of CITY ENGINEER A. RCE NO 24953 N OR T H DESIGN LA X RECOM DED B.H. LANDSCAPE ARCHITECTURE/PLANNING ey DRAWN 1 " -- 30 ' 31726 RANCHO VIEJO ROAD, STE 206 SHEET SAN JUAN CAPISTRANO, CA. 92675 S.M. (949) 248-1993 L-512 FAX (949) 493-0706 OF_ 017Y CHECKED DRAWING NO. DESCRIPTION OF REVISION DNIISDI> O,�E� B.H. RCE NO _ ) 2s _L DATE FILE NO / •J SHEET t-S OF SHEETS i PASEO MOW STRP SEE NOTE SHEET L-2 — � �"• 4 LMT OF WORK _ __ � .;•� . o.., . . � _I T I . lir � •q • / v n r t P r,: R'1 I Q/ w ,s 5_2 I s L y r n .• ., y wMw D_ .t b O r0 ' a Y •0 rLLJ 53 ® I t' �ff! O•...•••,.n Can ,o n fw a . ' — 30 ,. .. • ,r .. ,s „ ,z 3 s, s s n w n a. n NORTH z W � ; KEY MAP � ., WLsoN -AVE. Q U ' SEE SHEET L-2 FOR CONSTRUCTION PLANS Q SEE SHEET L-3 FOR IRRIGATION PLANS •� 5- I `� r � 1372 J J 0 Z_ SEE SHEET L-5 FOR TREE & VINE PLANTING PLAN q,4, �S I 'S oU _ - - .!S"� - SYMBOL SHRUBSSIZE SPACING QTY. NOTE: QTYS. FOR THIS SHEET ONLY. c I b 4� , L� � — 4- - t BERBERIS THUNBERGII'CRIMSON PYGMY' 5 GALLON VO.C. 2256 S-1 JAPANESE BARBERRY J •" �� ` , • '— • —rf_� �'�� ilpt -- 'Y'h�l �� • - •-- -- - ____ _j , . . •'F _ _ ,_ ; • • LANTANA MONTEVtaEN51s'SPREADING SUNSHINE 5 GALLON G o.c. 177 S-2 LANTANA i I + ` •. iLEPTOSPERMUM SCOPARIUM'RUPY GLOW 5 GALLON S O.C. 161- �3 NEW ZEALAND TEA TREE i lei '�?+ 3 MYOPORUM PARVIFOLIUM PUTAH ,REEK 5 GALLON V O.C. 12 a' +00OC� J J 19+00 2C+00 +00 -______-- MYOPORUM DD p p^D p D p� D p D pD p DpD D p p DpD O p D Q D D p D D pLill S_5 5 GALLON 7 O.C. 48I� 1` NANDiNA DOMESTICA'NANA' I \' pp Dp pD Dp D D D D D Q >7 DpDpDDp• DDDDDDDDD D DD - HEAVENLY - `_, r S-G PHORMIUM TENAX 7W TIM' 3' �-•--� ; _ _—, (h 5 GALLON O.C. 33 WILSON AVENUE -s3 ,�� �z �-�� - `+' FLAX in o 8' CONCRETE PIPE M.W.D ' co - _ 5 GALLON 4'O.C. , 256 SALVIA GREGGIf - S-7 AUTUMN SAGE JUNIPERUS CHINENSIS 'SAN JOSE' S-8 �° p>o,D ; SAN JOSE JUNIPER 5 GALLON 6' O.C. 72 -� -- - -T ------�-- =----- — ---- ---- 05—' S-9 � X�ORA 5 GALLON 4' O.C. 11 SSY 700 3 - 2! ' PROPERTY LINE WALL a ELF ADHERING VINE ' T.W 1714.4 -' y COBBLESTONE I .• J y V Y O� C.,v T.C.1702.8 �6 .k c F.G V05.5 `37 194 00 }� 1 - A LIMIT OF WORK S-1 -3 �� , S �, �'S-3�. -z 5 '�' S 7 S-3 S-1 -3 5-7 - 5 J I c� L o � � L w�soN AVE. ' - L,JSECTION A-A N.T.S. z . •--. ' -... It kr- —•- ` �r lit�: �►>►2' : . . , • . ' .' r�r1 - - ., � 1AAv •• ', - — V G • LINIE WALLqld L • - F LLJ � ' S-2 S-I 'S-4 � 5-G s-I j-�, 5-► 5� � 5-•4 - WALL - -1-00 23+00 24+00 25+00 25t-CO 2 +00 4' 00 ryS�,�A -- - - -- --—-- - - --- -------- -- - - --- -- 1 - - - -- -- -- --- -- - ----- - - -- - - — - --- - -- --— -- - - - - -- ---- -- -- -- - ---- - -- -- COBBLESTONE F 'DVDDDDDDDVDDDD DDDp Dp I 71 —�---._ _ — _-- _ _—� •�1.�• .,. �� .?lz Q _ •' 92 WILSON AVENUE s I s � F.G 1703 8 T.C. 1694.35 in o 8' CONCRETE PIPE M W.D. F.G 1699.4 r - _ 33'-0" 1,-0" 9'-0" '-0 6'-0" ETIWANDA AVE I L,J ► `- _ WSECTION B-B ----� N.TS. - ---- --– �\ bG.OG' 10 �' c t 13' 91.?3' 00' �t _ W CITY OF RANCHO CU CAM ON GA cf) 1 < M ASTERC• R AF- T HOMES _XERISCAPE ASSESMENT SYSTEM SUMMARY r WILSON AVENUE TRACT 14380 LANDSCAPE SUMMARY LANDSCAPE MAINTENANCE DISTRICT LANDSCAPE (POINTS VALUE) POINTS CLAIMED REFERENCE SHRUB PLANTING PLAN _ t 1. WATER CONSERVING PLANTS.(20)- 20 T-1,S-1,S-2 2. TURF LIMITED TO 25%(45% RESIDENT).(20) 20 T-1,S-1,S-2 APPROVED BY DATE: I i 3. PLANTS GROUPED BY WATER NEED.(10) 10 T-1,S-1,S-2 CITY ENGINEER _-_ _ R C E N O 24953 , 4. HARDSCAPE (NON-IRRIGATED) SURFACES.(10) 10 T-1,S-1,S-2 Dz SIGN T-1,S-1,S-2 —_ _ _ LA X RECO ME ED 5. PERMEABLE PAVING.(5) 0 > _— _— _ - __ _SSLLrJ 6. LOW-WATER TURF VARIETIES.(5) 0 T-1,S-1,S-2 •PJI• LANDSCAPE ARCHITECTURE/PLANNING 7. MULCH PROVIDED IN NON-GROUNDCOVER AREAS.(5) 5 T-1,S-1,S-2 _ 31726 RANCHO VIEJO ROAD, STE 206 — — 8. SOIL AMENDMENTS.(5) 5 T-1,S-1,S-2 ( V OR H DRAWN SAN JUAN CAPISTRANO. CA. 92675 SHEET S.N1. (949) 248-1993 i OF IZ TOTAL POINTS CLAIMED: 70 " = 30 f -- FAX (949) 493-0706 (MINIMUM POINTS REQUIRED): . (60) 1 >> — 3 0 — — CHECKEG DRAW!NG NO. DESCRIPTION OF REVISIONRCE NO B.H. DATE — FILE NO SHEET OF - SHEETS r I EYEBOLTS: 5/8" DIA. EYEBOLTS IN LEAD SHIELDS INTO 1/2- DRILL HOLES. PLANTING NOTES I 12 GA. GALVANIZED WIRE: SECURE 2 I O� VINE TO WIRE WITH NURSERYMAN'S TAPE. STORM DRAIN/UNDERGROUND NOTES: UTILITIES I. RE ��M STAKES BCR i. WESo BE Piuwe A140 o 1. CONTRACTOR SHALL 10Tf FY TFL CITY AND LAN7SGAP;ARCHITECT OF SITE PARALLEL I STAKE TREE 3. CONDITIOI`rS WHICH PREVENT INSTALLATION PER PLANS AND I I I I �O /1 To PREVAILIPERPENDICULAR WIND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING I • MIN. l " NTI • AND RC-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION Z i SIDEWALK UTILITY r ^ v w ,E�1 , C14 2S.L. v( S �,i 2. CONTRACTOR SHALL FOLLOW TFIC DETAILS AND SPECIFICATIONS FOR SOIL I I • • U �+ PREPARATION, PLANT PIT REQUIREMENTS,' STAKING AND BACKFILL CURB AND GUTTER MET ER10 5' v TOP TIE To sE PLACED As REQUIREMENTS. \ w LAW AS POSSIBLE ON THE # * N. MIN. \\ AXING OF 7H�E' TOP OF STAKES BELOW NOT so Low AS To osE HEAD of TREE WHERE SUPPORT OR ALLOW SPEGES GROWTH 14ABR PERMITS. 3. CONTRACTOR SHALL FAMILIARIZE HiMSE•LF11IMELF WITH ALL � TME HEAD TO DROP. MAIN TRUNK UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND S14ALLTAKE SOLE • • ' (2) SETS OF ONCH TIES SPACED 24' APART, ATTACH WITH GALVANIZED RCSPONSIDILITY FOR THE RE.1'ATR/REPLACEMENT,AT NO COST TO THE CITY, R w SCREWS TO n' LOME POLES. ANY DAMAGE OF SAID UNDERGOUND FACILITIES. SIDEWALK ��' Z 2' Dow LODGE POLE PINE STAKES WITH WOOD PPESERVATI E STAIN. .. FH DRIVE S.L. O M x DRIVE A MINIMUM OF 6' INTO 4• NO PL1tNTiNG5I4ALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION 0 I APPROACH � -fl v UNDISTURBEDSOII AND �� H STAKES OUTSIDE ROOT BALL. EYEBOLTS FUTURE USE s" X 8- CONCRETE VINE COLLARS -- ---- - AROOR GUARD IN TURF AREAS AND WITH THE INSTALLATION Of THE. 9PRINKLER SYSTEM HAVE BEEN IN TURF AREAS ONLY. CURE AND GUTTER FROHT YARDS. COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE-PLANTING WALL I ANGLE BACK TO WALL, TRUNK OF ' 5 5' 10' / 10 TOP OF ROOTBALL To EXTEND 2' AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND L— VINE, AND REMOVE STAKE WHILE MIN. MIN, MINWTHE WORK APPROVED BY TIBC CITY. . M . L ABOVE FINISH GRADE FINISH GRADE SECURING VINE TO WIRES. TIGHTLY COMPACTED 3' BERM TO FORM UNDERGROUND WATERING BASIN FOR RESIOENTW ANC STRUCTURE eq. GROUND COVER INSTALLATIONS LOCATE REFER TO STANDARD DRAWING CATCH BASIN OUTSIDE OF PANT PITBERMS IN TURF S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY 506 FOR PLANTING REQUIREMENTS. TRANSFORMER VAULT. AREAS TO BE REMOVED PRIOR TO CITY ELEVATIO ACCEPTANCE. AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF . NOTES: ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL• BY A * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SK;HT • CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 6• CONTRACTOR IS RUPONS115TE FOR ALL REPAIRS AND/OR RCPLACL•MENT OF j 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st ROOT BALL ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS WALL PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. DATIVE BACKFILL WITH NO A DIRECT RESULT OF THE LANDSCAPE'CONSTRUCTION ANWOR 141S SUB- ROCKS GREATER THAN 3' DW_ 6" x 8 ONCRETE VINE COLLARS 4. MAINTAIN 5 FEET FROM CENTER Of TREE TO EDGE OF ALL UNDERGROUND CONTRACTOR. RLTPLAC&MENT ITEMS SHALL BE EXACT DUPLICATE OF IN TURF S ONLY. FACILITIES. IN ADDITION MAINTAIN 10' FRCM CENTER OF TREE TO ALL UTILITY r11 ORIENTAL WORK OR PLANTS,UNLESS OTIbGTtWISC APPROVED BY THE CITY.TRUN OF VINE BACK TO WALL OWNED WATER & SEWER LATERAL LINES. "'� 1� NATNE SOIL UNDISTUIPI AND REMOVE KE WHILE SECURING 5. TREES SHALL NOT BE LOCATED 0N PROPERTY LINES, ` d � i -�k.,FII `L VINE TO WIRES. 6. STREET TREES APE SUBJECT TO INSPECTION MID ACCEPTANCE BY THE I TWICE ROOT BALI_ WIDTH 7 QUANTITIES SHOWN ON 1 TIM LEGEND ARE FOR ESTIMATE PURPOSES ONLY. PLAN VIEW ENGINEERING DIVISION. r FINAL QUANTITIES FOR PLANTMATLRIALS INSTALLED SHALL BE GOVERNED 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY B`*THE- INDICATED PLANT SPACING REQUIRED. STANDARD PLANS. i. WHENEVER SHRUP/GROUNDCOVCR AREAS ARC ADJACENT TO TURF AREAS NON—ADHERING VINE ATTACHMENT DETAIL Olt PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE 7 4 TREE PLACEMENT DOUBLE STAKED TREE — 5 GALLON — 24 " BOX AREAS,ACONCRETE HEADER ISREQUIRED,PURSUANTTOCITY STANDARDS CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN 510 CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 501 � CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 502 AND DETAILS IJCREON. 9, CLEAN-UP SHALL TAKE PLACE ON A DAILY'BASTS UNLESS OTHERWISE- APPROVED BY THE CITY. ILOOP Tmm ' GGREATMTU 10. THE FOLLOWING SOIL AMENDMENTS SHALL sr-FOR 131D PURPOSES ONLY. TIM °"M FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL ONE HALF OF SPACING l v TEST RECOMMCNDATIONS-(SEE SPECIFICATIONS). ROTOl IL T}IE REQUIRED OMIT OF PLANTER AREA REQUIREMENT U T"N0 PLAN SOIL AMENDMEN'T'S 6"INTO THC SOIL AT THE RLQUICED RATES PER 1,000 SQ. � TIGHTLY COMPACTED r BERM TO FORM `^` v DEPRESSED WATERING BASIN. �v\ 4 CY.NrMOGEN STABILIZED SAWDUST TOP Of ROOTBALL TO < WOOD CHIP MULCH. A POURUMER CONNECTION.� 120 IBS GYPSUM EXTEND 2- ABOVE 125113S GRO•POWI!R PLUS FINISH GRADE GALV. STEEL SPACED \ / a SS 200 WHITE PVC PIPE. 11. LANDSCAPE AREAS SHALL REELING 4"OF WOOD CHIP MULCH UNDER ALL EDXTE D 2 ABOVE ROOTBALL ro TREES AND SHRUBS, AND BLEND INTO CDGCS AT GROUNDCOVL•R AREAS, FINISH GRADE •AN" GARD' OR E"L IN PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING . TURNBUCKLE (TYP.) TURF AREAS. OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL / \ TURF TO FORM WATERING BASIN FOR I I —1 I I—II I I-1 —III �Y COMPACTED 3- KPM SUBM[T.A SAMPLE FOR THE D 1 REDDCD MULCIS AVAIILALC FROM:APPROVAL PRIOR PURCHASE AN _ _ _ _ _ _ RESIDENTIAL Ar,D caouo PLACEMENT. S N J� I I—III— III—III—III 11 COVER INSTALLATIONS. 4.LCH w PM. PArM. RooT BALL III-1 I I—'11= MULCH AVAILABLE FROM: NTRAVAIA SAND AND ROCK EOUA� UPLAND CA. (909) 982-6713 _ _ _ PLANT PIT TO Sr- (2) TIMES THE -1 I I-1 I l_1 I I-1 I I—I I I—_i I�i Iii I I—!ill WIDTH OF THE ROOT BALL. i ' I I—III—III—'I I-1 I I—III—1 I I=t I 111—_ ROOT BALL ' —III—i I I—� I I_—I I I_III—I I I=III—III--III--I —I t I I—I TNAN 3' LAME�ER_ sG�.1 I 1=1 11 I. —1 � O : _T`_ DUCKBILL EARTHANCHOR — TNATE: I I-I 1-I I I I t-7!—,I i—TGAL SYSTEM bEOUAL NATIVE BACKFILL.WITH NO PLANT PR TO BE 2 5 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EOUAL ROCKS GREATER THAN 3" TIMES THE WIDTH OF Roar BALL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON DIAMETER. PLANS: SEE LEGEND FOR SPACING REOUIREMENTS. UNDISTURBED NATIVE sal 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UNDISTURBED NATIVE SOIL. NOTES SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER - 1. iwrALL afm NANO rAUT To HALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING PREVENT DEFORMATION OF LAMBS. CLAMPEDAAs'£D OR WIRE Slue eE FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. NOTES: L �� NOT T�sAM 1. UNTANGLE MATTED ROOTS BY LOOSENING AL'_ ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF ROOT BALL. 00 NOT CRACK ROOT BALI. TOP VIEW OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ON!_Y, 8 SHRUB & GROUND COVER SPACING CONTAINER PLANTING 2 TREE GUYING DETAIL 36" BOX OR LARGER - RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 508 RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 506 CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 503 N l ' 1 Nq W E DSC '°F S �� P1rWRO MULCH.HCOMPACTED WOOD CHIP TOP TIE 4 HARDSCAPING (CONCRETE HEADER, Z T �J AS POSSIBLE BE PLACED AS LOW LE ON THE TRUNK TO TOP OF STAKES BELOW HEAD ` � CURB do GUTTER, SIDEWALK, ETC.) FINISH GRADE ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH / TOP OF R TO EXTEND 2- BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. C ABOVE FINISH SH CARL AOE ORIGINAL GRADE MAIN TRUNK 12 .OR ALLOW THE HEAD TO DROP. NATIVE BACKFILL WITH NO ROCKS H T—(� _ GREATER THAN 3- DIAMETER. �!� _ Q, r (2) SETS OF CINCH TIES -_I _ 7 O�\ I >L— SPACED 24' APART ATTACH WITH ' I� r }' BERM TIGHTLY COMPACTED IN C �GaLvavIZEO SCR_w5 TO 3" I—) I I _ PLACE TO FORSA'wATERING BASIN. - OF cm. v LOOCE POLES. 12- MAXIMUM .. . \j I 2- DIA. LODGE POLE PINE STAKES __ __ _ TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, _—III I I—III— T— =I I F11 I I� I- 2' ABOVE FINISH GRADE DRIVE A MIN. OF 6 INTO UN- — I�--III I I—III--III--III--' II I—III III—I DISTURBED SOIL AND POSITION I I—I III—III— -I r`—III —I ORIGINAL GRADE STAKES OUTSIDE ROOTBALL. ROOT BALL PLANTING DETAILS III 3 BERM TIGHTLY COMPACTED I—I III I SHOVEL CUT EDGE COMPACTED IN PLACE TO FORM WATERING — NATIVE SOIL —III= BASIN. LOCATED OUTSIDE OF -III- I PLANT PIT. I—III;III III=III-i I I=�I I I=1 1-ill WIDTH OFT THOE BE ROOT)BALLS THE CITY OF RANCHO CUCAMONGA -i i 1—I I -III —III=1 11—III—III=1 I I—!! I I—i I I= —I I I=i I I-II I I=1 I I=1 I I=1 I FI I I—I -011 III_ I I I-! I I-1 I I=1 i I=III-III=1 T I=1 T 1= M A S T E R C R A T HOMES NATIVE BACKFILL WITH _I I -- I I- _ NO ROCKS GREATER - _ NOTES: THAN 3 DIAMETER 1=III —III_ I—I i I—III—III—III--III I I—III 1— ROOT BALI III--�I _1 11=1 11=1 I I-1 11=1 11-1 I I 11=1 I i— 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL WILSON AVENUE TRACT 14380 SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. i PLANT PIT TO BE (2} TIMES THE WIDTH OF 111 ) ( 1 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND THE ROOT BALL. UNDISTUP93ED NATIVE SOIL. INTO EDGES AT GROUND COVER AREAS.11lIII-111=, 1-II,III��II � LANDSCAPE MAINTENANCE DISTRICT III—III—III: I 1—III—I I(— I—III—III_-1 I ► 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT. PLANTING DETAILS ;ISI I I—III—III—III—III—I —11 EI I I--I I UNDISTURBED NATIVE SOIL. 11 I—II I I—I I I-1 I Ed I I=I 11=1 11=1 II II I I I NOTES: - I 1-1 I I-1 I 1-1 I 1-1 I I-1 I 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE APPROVED BY DATE:,=V to/ III—III_III—III—III- OF ROOT BALL. 00 NOT CRACK ROOT BALL. CITY ENGINEER RCE NO 24953 II-111-1 -III-11I 1w NOTES: DESIGN 1. REMOVE NURSERY STAKES LAN T R E� /NDE D >v7 LANDSCAPE ARCHITECTURE/PLANNING 2. STAKES TO BE PLUMB NO PARALLEL. 31726 RANCHO VIE 10 ROAD, S 206 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. DRAWN SAN JUAN CAPISTRANO, CA. 92675 SHE ri S.m. (949) 248-1993L-7 48-1993 �7 FAX (949) 493-0706 L_—OF-12 9 DOUBLE STAKED TREE ONSLOPECONTAINER PLANTING ON SLOPE 3 MULCH INSTALLATIONcI CHECKED CE NO DRAWING NO. CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 505 RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 507 CITY OF RANCHO CUCAMONGA STD. DETAIL STANDARD PLAN 509 DESCRIPTION OF REVISION DATE APPROVED B.H. DATE FILE NO SHEET �'� OF i Z SHEETS i NOTE: ADD ADDITIONAL CONDUIT FOR FUTURE LIGHT POLE IN NORTH PASEO. (CENTEX) P.O.C. CONNECT TO EXISTING CENTEX METER LOCATE PER CITY INSPECTOR CONNECT TO EXIST. METER PED. 100 AMP MAIN 2-20 AMP CIRCUITS 220 VOLT ( (I ADD CONTROLLER WIRE AND SACK TRENCH TO CONTROLLER'D'ON DRAWING NO. 1"' PVC CONDUIT. f- �t/Z 1488 SHEET 5. J _ J 4# 10 THHN CONDUCTORS 1#10 THHN GRND. "A" CIRCUIT # 1 & 2 (6 CIRCUITS AVAILABLE) INSTALL PHOTOCELL ON SERVICE PEDESTAL CONNECT TO WATER METER LOCATION - �_. (ALL EQUIPMENT IS EXISTING) i - METER SIZE 1 '/V (-1 b, MAXIMUM DEMAND 30 GPM iJ ' II J -�' I STATIC PRESSURE 94 PSI r ' DESIGN PRESSURE 69 PSI HYDRAULIC GRADIENT N/A / £ / ' K WILKINS 500 SERIES PRESSURE REDUCER 2" _ CLAYVAL 136 ACSKC MASTER VALVE 2" 54 _ FEBCO 825Y BV REDUCED PRESSURE BACKFLOW DEVICE 2" J ' I' _ LEGEND: FLOW METER 1 y, ,� 1 i CONTROLLER LOCATION'D'CALSENSE ET1-12-DTR2 5_I - TREES �l G BOX 24SS/120V FIXTURE SCHEDULE ��." � 35 1' z- I: � RA NMASTER PIG-TAIL L 24C INSIDE THE ENCLOSURE. NAME SIZE SPACING QTY. TYPE ..A.. _ CONTRACTOR TO PULL 4 STATION WIRES TO THE - LIQUIDAMBAR STYRACIFLUA'FESTIVAL' 15 GALLON _ 25' O.C. CONTROLLER IN ADDITION PULL 2 EXTRA ORANGE ` SWEET GUM T WIRES TO THE LIMIT OF WORK LINE. j MANUF. SPAULDING = DESCRIPTION 'I 1•: E s LAGERSTROEMIA INDICA'MUSKOGEE' 15 GALLON 25'O.C. 5 CRAPE MYRTLE CAMBRIDGE LIGH _ �� q f 21 / "A" CIRCUIT # 3 & 4 SEE SHEET L-10 FOR 1 _ `< I'IL-� -7 -75 vI"E ELECTRICAL DETAILS i - PARTHENOCiSSUS TRICUSPIDATA 5-GALLON 15'O.C. 28' vi '!p ., i 0 � .Lit: � ..-/. ,. ., .,.c . i Zrj Q 706 3" � yi SHRUBS Jy LEGEND: I Ir WIDEST DIMENSION OF t " , / _. __- NAME SIZE SPACING QTY. 2 -. �. -, BOULDER I a - _ — DIETES VEGETA 5 GALLON 5'0.C. 40 I = 1 SEE CONSTRUCTION PLAN PROPERTY LME WALL r. S-1 FORTNIGHT LILY �,• FOR LOCATION 8 AMOUNT OF t ( I • BOULDERS REQUIRED. ` z FINISH GRADE to 2 1 COBBLESTONE 8 I i 1) 2 ` LANTANA MONTEVI DENS IS'DWARF WHITE' 5 GALLON 4'O.C. 108 `j BGRADE 90% F Y 7 �j 1 3 COMPACTED SU @ / � LANTANA a CID IIIA . . i K 1 'I 30 • >t •• � � ; _Id ''� �'�' '� Q � JUNIPERUS SABINA'BUFFALO' S GALLON 8'O.C. 12 ` tl n Fey► I �S-33 BUFFALO JUNIPER C. 3 "A" CIRCUIT # 3 & 4 SPRINGTIME 5 GALLON 6 O.C. 43 \\` 70 ;, 8 - - A RHAPHIOLEPIS INDICA' to 0 $ 6"-0"" $-0 3' 0„ 7- INDIA HAWTHORN NOTE: ALL BOULDERS SHALL BE SET UNDER DIRECTION / I OF LANDSCAPE ARCHTECT AND CITY INSPECTOR. SECTION A A N.T.S. 3' I: i 7 1 SET BOULDER 1/3 OF DIAMETER BELOW GRADE - 4 : e S 2 t S I PRESSURE CALCULATIONS ^ s d SCALE N.T.S. ' 1 Water Meter! , I( Z} I I -I) Size 4 - R INSTALLATION QQ R BOULDER E Elevation 7 N B ✓0 U L Source of Informationtatic Pressure:High ��- Low END OF _ >I 2'_DI I II 5 Phone Number RETAINING WALL _ Date of Information Gr V O Il O �Ik /" H.G.L.Mean Elevation (ResvruireUnif static ' r Water Meter Elevation t I. j X .433= \ / 2 NJK . c � Remote Control Valve 0 q D Size / C`tarimum Demand 310 G.P.M. ricssurc a, R C.V. Iton..a 1?�4 I r.s.l. ISCApF Iry Size Item P.S.I.Loss I/Z Water Meter d 11 ! •'• f ` / \ / ,ti ' S 2•r Press.Reg.(Fall Ofto \\ O \ / ,� sI i R.P.Backeav Devitt ; \ \ '�����\ t ; 'L �' I%,r- Glow Meer y ' s) Line Main Line 3(k __ Main Line , R.C.V.Assembly Laterl Line Loss O c Lateraal Line Loss i COF C `\F J i Lateral Line Loss Fittings Loss(nge) 3 ' ' 76)- Elevation Change 4' Z o _IrTotal systemtem Losses: Aerate Head:Pressure to `i .05 Total Pressure Required Lowest Static Pressure Available: Pre-Set Set Regulated Pressure(If Required) IRRIGATION PLAN SHRUB PLANTING PLAN Residual Water Pressure:. 3 ELECTRICAL SYSTEM DESIGN CONSTRUCTION PLAN City Required Residual WhterPressure 75.20P.S.1. TREE 8e VINE CARL DAWSON — ELITE ELECTRICAL (Ri21C�1�Tl®1�1 LC� NDPLANTING PLAN STATE LICENSE NO. 418242 eo%r ' 50L. t"PG. 1`iOCE� NO. DE��'GRIP'ON RAC. G�" PSi PASEO • RAPIWO 1806-SAM-PRS-PA-80-1401 FLOOD BUEF4FA Iva— 25 30 CARL DAW S O N DATE © RAINBIRD 1812-SAM-pR8-10Q QUARTER SPRAY HEAD 10' 1 e 30 CONSTRUCTION NOTES: RAINBIRD 18,2-SAM-PRS-10H HALF SPRAY HEAD 10' .19 30 1. STAIRS PER ENG. PLANS s RAfNB,QD �,y_g,pM_e�g_� FULL SPRAY HEAD 10' ,b8 30 jI PASEO—ALTURA & NORTH OVERLOOK DRIVE � 2. BOULDERS SIZED AS SHOWN. SEE DETAIL S SHEET. 3. RIVERROCK COBBLE PER DETAIL 542 SHEET L-2 RAINBIRD 1812-SAM-PRS-SG QUARTER SPRAY HEAD I5' .92 30 o C CUCAMONGA 4. LIGHT PER DETAILWTHIS SHEET. RAINB!RD ,812-SAM-PRS-15H HALF SPRAYRAY HEAD 15' 126 30 � � CITY 0F RAN H0 , 5. RETAINING WALL PER ENG. PLANS RAINBIRD 1812-SAM-PRS-IhF FULL SPRAY HEAD ,5' 3.10 30 6. W CONCRETE SIDEWALK 7. PLANTING AREA RAIN51RD 1812-SAM-FIRS-6Q QUARTER SPRAY HEAD 5' .10 30 8 RAINBIRD 1812-SAM-PR3-5H HALF SPRAY HEAD 5' 20 30 1. � ` ; b�1101 �n „ „ M A S TE R C R A E T HOMES 8. SIDEWALK PER ENG. PLANS 9. 6'CONCRETE MOW STRIP.PER DETAIL 534 SHEET L-2 � � � 10.HANDRAIL PER ENGINEERS PLANS. RAINSIRD QARTER SPRAY HEAD 8' 26 30 TR ACT 14381 49 RAINBIRD 1812 SAM-PRS-BH HALF SPRAY HEAD 8' .52 30 k � � " � _� .d LANDSCAPE MAINTENANCE DISTRICT RAINBIRD 1812-SAM-P2S-8VAIJ_ , �/ANSPRAYHEAD 8' 11 30 ..rc '� �,,,, ., >. �� ,+ J a AREA SUMMARY I F00,1N5,R•D (C42-SAM-PRs-19F FV(,(isQly.`( t+EkP e' '•~••• � �.• p " " , „ .�. ,+ n NORTH 2-s���1 PKS 15s�T stPsY HEAD 4 x� PASEO LAYOUT, LIGHTING, PLANTING & IRRIGATION TOTAL AREA: 9120 sq. ft. 100% 3 I��NBIR'b � I .21 30 . 4' WIDE SIDEWALK: 1120 sq. ft. 13% RAINBIRa iE�B-CP-PF2S-B RV-10TE CONTROL VALVE. - Sl,'ES INDICATED. — s . ft. 13% ►� WATTS 2-1/1"GATE VALVE SERIES 403-RT-R1W wlLsoN AVE APPROVED BY DATE: 4 WIDE ADD L. HARDSCAPE: 1200 q CITY ENGINEER �AARCE NO 24953 COBBLE: 1880 sq. ft. 21% DESIGN REDED PLANTING AREA: 4840 sq. ft. 53% LATERAL LINE SCH. 40 12" MIN. BURY-SIZE PER PLAN -- "- — CO ' i MAINLINE SCH 40 1 WAND SMALLER, CLASS 315 2"AND LARGER-MIN 18" BURY NORTH B.I �. LAN TE X J✓� PVC SCH.40 PIPE SLEEVE-SIZE TWICE THE DIAMETER OF THE PRESSURE LINE LANDSCAPE ARCHITECTURE/PLANNING — PVC SCH. 40 WIRE SLEEVE 2" DRAWN 31726 RANCHO VIEJO ROAD, STE 206 SHEE1 S.M. SAN JUAN CAPISTRANO. CA. 92675 �� S.F.AREA IRRIGATED CONTROLLER STATION 1 =20 (949) 248-1993 L^&__OF 12 GALLONS PER MINUTE FAX (949) 493-0706 VALVE SIZE DESCRIPTION OF REVISION LATE CIT`( CHECKED RCE NO DRAWING N0. APPROVED B H DATE5 ^. FILE NO SHEETOF -- SHEETS 503 Ground Cover CITN'OF RANCHO CtICANIONCA %%riling it,the(it%of'Rancho Cucaniongilat(Ile concluion ol'Ific project that this Cwound Cover Pirmcle pound cover of the species shown on plans. (hound cover shall Lasebe established and well rootod in flats or similar containers PLANTINC AND IRRIGATION SPECIFICATIONS r%icc has been rendercoll in trench%%ithout stress or strelChint!were conductors. I renchtni!anti Racklill I littler lea%ing it time of'final Ail) items declined exit acceptable by the City of Rancho I Illt Male 504 Mulch harc%%orked tit tile conirletc saiisfiaclion of' she Cit� tit' Rancho Mulch Shall bcorcorrepticled wood chip fibLor I impnicni it,be I ternished 5 All splices shall he madc vAilliScotch!ok 10,576 Connecto-Scaling Packs.Rainhird I renclic,Iocalcd underaircas"here pa%ing.asphaltic concrete.or concrete will like ucaniongis Upon completion work.dw Contractor shall pre". to she City.signed copic%ofs.11 labor and 5.05 Coordination i 1,uppl% s I part If[Ills contract tile flloo,king. Snap-I I Ic %%ire conneclors..tit appi it%coi coltial Make onl% (one splice with each iall h,backfilled with-,end(a la%cr litter(4)inch"h0ow the pipe ard six materials relcasLs for all"ork perfilmied under Site IX-velopment SPRINKLER IRRICA SPECIFICATIONS I%%,, t_') set% f special toills required for asemnand conlicclor scaling pawk 16))nch"aNno:she pipeland compacted?it to 9i"..compactor,using nianual tlie shall ivo�Idence tit tile('if% tif'Rancho Cucamonga that the City has A Do not have plants delivered.to thejob site until site conschlionsare ready lost adjUAllig each(�PC All sprinkler and take supplied oil this project or Illechanical laillping,dc%ices lrciwclie%for piping shall tit-compactedtoctlital tile final site I and I. Icall-tep planting If planting is dclallod,keep plant roots moist and place in a sheltered PAK I I -ULM-RAIL 1%%,,(2) %it I%eke),lot o[wrahoil tilgale scesN:t%%tvn else automatic conte-Al!icr nd electric conlrAll %%ill mi,N- C11111paclion ,I tile cNisling adjacent tindl�turb,,J %(,it and shall be lel in a firm obser%ition Can 4ACcor location protoctood from the sun.wind,and other damaging c1cmicnis L 1%%,,(2)kc.%�for each utomalic controller Ahmed%%itfuwtit proor pprn�al ill tile Uit%of ILincho unyiclding condition. All trench"shall lic felt flush%%tile the adjoining grade I lie Remove ll%%aste materiak(including c\ca\ated material cla%sificd as unacceptable soil material). B Soil preparation and fine Ltrading shall be completed and trees and shrub%installed 1.01 OLSCRIPHO\ d ()tic t I I quick coupler kc\ and snatching how s%%ivel for ever) live(5)or Contractor we lei place.cap and pre%stirc less all pipinr tinder pavinv prior to tile Ili SIII'OBSFRVAI'ION nd tichns generated or encountered during.tile cour 'oflandcitpoe construction.and legally pnor to bedding plants and ground cover planting traction thcercol-ol each t%pc of'quick coupling valve installed, K Atitoniatic Conittiller P.1%ing%\olk dispow tit it During file cottr%c oil illic work.rcniovc stirpltis matcrials I-tons five site and IcavA: 5.06 Installation turned o%cr to tile Cit5 at the resptinsible for notifying the City of Ranche ,ance preonsc% tit I neat and clean condition Plant ground cover arid bedding plants in moist soil and space as indicated tire plans ork Pik,\itic all latio,r.materials.loransp,,mition.and-,.r%iccs rscces,jr�to frnish 2 1 lie IN)\c mentioned equipment shall N; Conclusion Tile Contractor shall bL o Cucamonga Ili ad% Clean up and remove all remaining debris end sterplus .tied install tile Irrigation is shomi oil tile and described herein f tile project 11clorc fnal obscr%ation call occur. c%idencc that tile Cit) lias Automatic -;half he tit size allot type shown tin tile Dra\%ings. 2 6cicrall\. piping tinder existing %%alks is done h\ l.wking. Kiring, or hydraulic for the[Alowing observation InLetings,accOrding to the time indicated materials option completion ol'work,lea%ing the proms neat and clean I'lic site shall Ithe cleaned Each plant shall be planted%ith its proportionate amount of soil so as to minimize rotat ri:cci%c,l material K-sho\�n to tile City ill Rancho Cucaillonga dri%ing,hill\%here am cutting Air breaking tol'sidoo,alks asid'or concrete is necessier\. upA,n the request of tile Inspector dislurbancles' Soil moisture shall be such that soil does not crumble when removing plants 11 Standards, All Aitirk And na%-riiis shall comph %%ith go%cming codes, %af'ctv orders. 2, Final location of aulonlatic coninoller(s)-;hill N:appro\cd b% the City ol'Rancho it hall b, and replaced b.% the Contractor a% a part ell'tile Contract cost. 1, Pre-Joh Conl'crencc-7 days from container standards. end rcgtt'aiton,, tied meet the tim;inium requirenicnis of' the 'Standard 1 04 PRODI CI DI LIVI RY.S I ORA61. ND IIANDLIN6 Cocalliong.1 Permission it,cut or break sideafk,anti Air concrete shall he(obtained front the City ORcgradc planter areas after planting to restore srnooth finish grade and to insure proper I it Con,truclion(Orecil lhlilk)latest cdition. tit'Rancho Nil h0rattlic dming %%ill lic Permitted under concrete I Pressurc suppl% line installation-24 hours surfacedrainage A 4"layer of mulch material shall be spread over the entire planter area A� IlicConiraclor iscultoned toexcorcm.,cam Ili handling, othcrwsc noted on flit Oriming%, the 120 voll electrical Power to cat:11 No\Ing, is I Protection after grade is established Watering shall begin immcdatel�after mulching (0trading 1 02 Qt I &RI,Q1 IRLIAIIIA I S loadinL!. tied 5101ing PVC pilike;end listings. All PVC pirsic shall bc transported in aulonialic controller location I%to hc fismished h others. -1 lie final electrical htlok- Lateral line and sprinkler installation-24 bitter% Keep;ill plant nialciwl deli%cred to ;etc Ili I ficalth hor planting Plants shall not N: shall accotmodatc the mulch A it)dr�titit Barc root stock 4stall he%cparated and it d- 5.07 a\chtcic%%hich llow,file length of pope to lie Hat%to as not to subject if to under bending tip lLtfl tic file rcsfxinsibilit%ol'Ilic Contractor kef*er tit Cm Slantherd 124)1 rench Repair"%%hen\\iihin Cit% streets sus-epiihic to ai'lowL ccle ell,inniost Protoction A Petioles Ind I cc, I lie I. ntraclor %hill anJ pay list ate\ tied all rwrinits and all Air concciurated cmernal load ill lei) rumit Ali% ol"pipic[hat has been denied or trallic 4. Automatic controller Installation-24 hours niaterialuntilplanting I list led;end heirlappoctill plant,ilia I I Ili\c rtsoi hit I I co%cred%%tile"lot I Erect tcritporary fencing or barricirs to protect planted areas from damage prior to final Irequired diigcd k%ell N: and ifinstalled.shall tit-replaced\A,ith tic\%piping. Flecteric Control Vahcs: 1). 5. Control mrc installation-24 hours wokid chips or(letter suitablc material until planting acceptance I ()j St 111S I I I I T I 1()\S Installation 'LL)ABATEME' B. Manulactureers anul aciurer's directions and detailed drit"ings shall be 1. All electric control\;it\"shatll be tile%inic size and ty Tv%htm n tin ilic Drj%%ings. PART 6-WL Ile "here tile manufacturers of"articIcs used tit this Consiraict furnish I. Routing of'sprinkler irrigation line%:is indicated oil the Drawings is diagrammatic. 6. Pressure supply line and lateral line testing-49 hours &0I Scope of Work dircclit'lls co%crilll;points not shomi Ili[lie Dr.mings and Specifications It ilic I,ontractor to ubsiattic am c4uipment or materials flor tile equipment or All electric conlrol val0s sh;in ha\c it nian6al flow adjustment. Install lines land\ariousasweriblies)in such a manner as to conform with file details Detailed liviltit ol-plants vithin Ilk-planting areas%hill lik:performed by Contractor and approved Provide all matcnal,equipment,and labor necc%sary to perform all%%ork as indicated on nimerials listed own tile I)rj\%ingsand Specifications.he may do st,by Torm iding tile 1011,1wing lei the Drawines. T test-49 hour% li.�file Landwarlik:Architect;end City prior it,planting -hricated in the specifications plans,as reasonably Implied and as dL informal Ion lot the Cit\ ill Rancho)Cucamonga for approo,at Pro\tile anti install title control valve box for each electric conlrof valve Ordinances ailed All local.municipal and state ko%s.and rules and regulations 6.02 Quality Assurance gmerning tit relting it,an� ritirtion ol'ihis%%(irk arc hLreb% incorporated into and made a I Pirm tile a stalcillcill Indicating[lie lot making the substitution. Use a separate Install NOtiitilliplczi%senihlie%inpLi-;Iic lines Pro%ide each assembly with its own 9. Final 7 days Steel c\cavated firom planting hole%shall be mended to Niclifill around tree%and shrubs using the A. 'Me Applicator ofall weed control materials shall be licenscd by, the state or part tit lllc�c Stick:I fical wn%.and their shall lic"cirsted out h\ the Conlraclor. sheet il paper[or each Item to h,submilted, M. Va I\c I ttl\es utlet inimury Califiarma as a Pest Control Operator and a Pest Control Advisor in addition to any 2 P10%IkIC C,I[Jlklg 111CIMIAN. charls and litm chiris lr each It. When obscr%ations have been conducted other than IN:('if%.oflitancho Cucamonga.show -Antractcor licenses that arc required Anything contained Ili Ilicsti:Sroccilications shall lull he construed[it conflict%%tile an) ofilic subck itins viken:made Nati%c.On-Site Soil with rock no,greater than 3"in diaterict or B All materials and methtds must conform to Federal,State,and Local Regulations rule,. ir rcquirenicnis Ail tile same I \%lien Spec I fications iscin to hc%tibsititited I I 1w 10"x 10-1/4"round Nix fr all Vale valves. Carson Indtistries 11910-1 211%%ilh Install all axoiblic% specifed herein in accordance with sespecti%c detail. In evidericc lei"riling(it vAhen;end by %0ioni iliese obwo-viel Gro Power likes,and Lall lor or dccrilx, materials. "orkmanship, or construction of a better Pro%Ide tile rlitillilt All cost%.I%ings ifflic substituted item is appermcd. green holt-down cover or appe-mcd equal Extension slcc\c shall he PVC \%tile absk-lice(Aft.letall drawings or Specifcations ricriaining Itt%pecific items required to I 5 lbs)c) 6.03 Submittal. qualm.Inglicir siaodard. it larger si/c than is requircoll bot tile atx,%c rules end regulations. W I lie Cit\Ail shall leave tile sole respoilsibilily in accepting or rejecting mininitini size of'six(6)inches. complele%\ork,perlorni such work in accordance%%-tile Nst standard practice with No site obwnalion%will commence"ilhoul"A%-Buill'record drawings. Tile contractor Iron Sulfate 2 Ihs/Cy Ain Pnoir it)the installation ofany weed control materials,the Landscape Contractor shall tile pro)\1110n�ill hseSpecifications and Dr.mings shall like picccdence- .111.\ suhnimil liven is tit ippro\ed c4ual to the equipment arid materials listed oil tile prior approval (it*Rancho Cticanionga shall still call lbr .I site visit without "As-Built" record drawings, without complet g sultimit to the Landscape Architcct&ity a list of the weed control materials and quantities end Spco:illcaiions I I%e 9-I 2" \ 16" \ I I" rectangular tw,x for all electric control Camon previously noted corrections.or without preparing the system lor said visit. (To N:ti�vd ltirbitittingpurpo�,k-st)nlv,veril"ywiihAgnwn(imic.%'�t)ils*[' I,) D. L\planilion ill Dra\%ing, Industficsilei 14 1 0-I 2 It%A,I Ile green holt-dim n cover Air arrorm ed equal 4. PVC pipe and fittings shall be thoroughly%:leaned of"dirt,dust,;tied moisture beftire es per sere intended for use in controlling the weed tyTics prevalent and expected on the site, as supplied by the Pest control Advisor Pest Control Advisor shall fiannish the Landse" installation SPECIFICATIONS Alster backfilling.construct a "carthers berm it)filorrit watering K-isin around each plant.to allow Contractor and Landscape Architect and City data to demonstrate the compalibilitN of the I Due it)tile Scale tit file Drin%ings. it is tit,[possihic to indicate all ofisets.fitting. 1.06 GUARAN I FE 11 Usc 0"diameter x 11-1141"decri round plamic box for all quick coupling vakes tile pipe and riling thorough waier-in and c%lablishmeni. wood control materials and methods with the intended planting and seed vanctics present sicc%cs.etc.."hich nia% be required. I he Contractor shall carefully investigate the A. I lie guarantee for the irrigation system"I be made in jccord.vxc with IN:attached form. Car%on lndtv�iries d 008-1 2 with green fle,k-lock cover or approved equal. PART I GENERAL Prior 14,installation of'turf'and grotind cover.remove 604 Responsibility and Coordination .structural and finished conditions ficcling all of'Ili!, %%ork and plan his %%ork 'I lie 6encral Supplementary Conditions ill these Specifications shall be riled 5. Oil PVC tit metal connection%.the Contractor sha %%or'li ilk-metal connectiors;first water basins from around irLc%and shrubs. A Landscape Contractor is responsible for the erection of all signs and barners required accordingl%.furnished such fittings.etc.as may be required to meet such conditions. tethe Cit% prior[to acceptance if the Irrigation NN Stein 4 1 I%e x 10"x I I"rectangular box for all electric control valves installed within 1'eflon lape(it appro%cd colloid. the ti%td tin all threaded PVC to PVC.and tin all of Ilocscriplion Berne,in turf areas it)be removed proor to City acceptance. threaded it,incial joints Light%%rench pr"sure is all that is required. %%'here to prevent intrusion into the treated areas and to notifAI,the PUN Ic Dr.o%ingsarc generall)diagrammatic and indicame Ail IN:work it-he in%tallcd I he it A cop�%it tile(maranlec form shall tit-included tit the operations and snionlenaticc manual. on-grade landscaped areas, Carson Industries$0 1419-12 B with green holt-down B. No material or mcthood shall affect the landscape planting or hNdroseed germination %%ork%hall tit.-instalictl lei%Licha maiinvor a�loa%oid conflicts ho%%cen(lie irrigation I lie guarantee form hall N:rc-l%tied onto file letterhead and shall contain[Ile :0%er or annrAA%cd cotial threaded PVC connections are required.tiL threaded PVC dapters Into which the For concrete information rr6er to the Standard Specifications file Public Works Construction CoGreen INP I PREPARATION AND FINIRI I(',RAI)LN(, No matenal or method shall render the jot)site unusable for nriore thin 10 days from 11011.plaill 1112 nd architectural feature, f0li'ming pipe ilia) be solvent vAelded It,%& Edition per the C00%.ofRanchoCucamongll Refer to Sections 4.201.303.and 400,as%%ell date of application 5 L1w 10" x 10-1/4" round box for all quick coupling valves installed within on- Line Clearance: s an�either t.-coons related to the installation.per and Post installation of concrete work,materials. 1 Swope ill Work 6.05 Non-Selectivoc I ierbiciAJes fcallcd tile tile the Drawings h\ note% or details such tic Furnished and GUARANTEE FOR IRRIGATIO SYSTEM structure landscped areas. Carson Industri"No 1)I 0-I 2B%\ith green boll-down labor.and clean-up. The Standard Specifications for Public Works Construciion is available from Non-selective contact herbicide and/or non-sclectivc herbicides(as ructimmended b)the In'talled"licther or not mentioncd Ili tile cover Air appro\ed equal Provide all materials and equipollent.and perform all work recces%ary for and incidental I(# Pest Control Advisor) ation system we havc furnished and I. All line,shall have a minimum clearance(if six(6)inches from each other and Ill Building News the%tit]preparation and lnish grading ofill platiling;end lawn areaAi'as shown(lei plans,as lie Contractor hall it,,[ \%ilitolk install tile irriplion %%,item is slumn tile tile We hereby guarantee deal tile inig. installed is free from defects N. Sprinkler I Icad, twelw (I 2)inch"frm lines ol'other trade%.with the exception of the control wire 105,;Overland Avenue reasonahN iniplied.or its delineated in the specifications 6.06 Selective herbicides in materials and arid tile work has been completed Ili accordance with tile Drawings which shall he installed adjacent it)ror"surc stippl%line. Parallel lines shall Los Angeles,CA IKK).,4 Selective pre-ctnerticnit herbicides compatible with seed mixtures(as rocornmendood Ity,the Dr.mings \%lien IIltile field that Air - - -oi I All sprinkler heads%hall be of the same size.I\pe.;slid deliver the same rate of pest control advisor) endaand war.tinusual ahuw.or negicc.excepted We agrec to repair not N.installed directly over one another (I 10)202-777S It 1:11mishing.placement:end grading.tit'lopsoif for hackfilling ol'plamers iferequired discrepancles In area dillien'lons c\isi that iniudit not have lx-cn considered Ili 1 607 Weed Eradication Or replace.111\ LICIC01 Ill Material or %%hich 111,1\dc%clop during tile Period of Ic war criginecring Such obstructions(it differences should be brought to the attention tit' Anrepair or replace am damagc wsulting front tile rellatrill (or railitis)oflhroi%.pressure,ant]di-wharge as shown 1: 9 or porccipitalion%%tile the diameter Automatic Controller AsscmhlN hetit Rancho Cucamonga Ili the event this notificalion is not ree'rinnned.tile replacing f uch &I,cl, .11 not ctist, it) tile ot% hamake such rcilairs or oil the Derimings and'or specified in these special pro%isions, 1 02 Scorst: Cleaning;end finish grading tit planters areas anti planting areas. If in the opinion of the Pest Control Advisor,perennial grasses and Atermls;existing in the planting areas will require control renor to removal,sperely these areas per Pest Control Contractor hassunic lull respi-Ansibiliv, for an,% rc%ision necessary I ,Jeterinincd b\tile Uit\. fter receipt ill\%ritlen notice. lei -is tier manufacturers instructions Remote control valves sh 11 -conetwed to Flemish ;end install all concrete work complete as indicated on tile drawings or as specifiLd. Advisor's recommendations Install . a be the c\cm ,I title lailtire It, such repairs Air replaccinenIN"ithin a reasonable time after receipt 2 Spra� heads shall lea\A: I sere"-adjustment controller in numerical sequence as shown on the Drawings Including,but not limited to]he ftillo%%ing t & Pnor to the installation ofthe irrigation system remove and clear all weed and 101 SUBMI I I ALS Ail\%rinen iolticc front IN:Cit %%c uthori/c the CiIN tit petweed to haw.said rcpjirs or rcrilaccoicnis Riwr units shall bt:fabricated in wcorclance with the details shown tin the drawings. on-sile%oils listed as'accereflable'under'Stic Gruding'specification deleterious materials from planting areas inade at our end %%ill rka\ the t:il%l% nd charges IliceclOre upiln dcmand 6 I ligh Voltage Wiring for Automatic Controller: A Furnish and set all reinforcing steel-bolls,arid anchors Material list 11,11 I" CIN Allow herbicide to kill all weeds Rake or hocoffall dead weeds lose depth of I"-2" -er nipple,,forall sprinkler heads shall be file anic size as the riser opening in the -arid mounding,shall be snd\ -c all weeds fror c site I OCA H N 4. Ris I 120 \olt pkiwer connection to the automatic controller shall be provided by the It. Install all items required by other trades which are to tic cast into concrete I opsoil impolmed to site for ow as fill,back fill lei planters below the surfaccofthc soil. PhysicalIvremoi. n th %hall furnish file articles.equipment.material.,,or processes specified SIUNI:D� sprinkler Kid% iemored. Silt plos clin content ofthis-;(ill-;hall he no greater than 15%by weight 'the horon contoit it-this%ml III: no greater shll I part Per million as measured tin ilk- PART 7-LANDSCAPE MAD47ENIANCE b%name in tile Prit"ings and Specifcations No substitution will ed without ADDI Concrete mow strips.footings for walls.fencing. benches.cic."here applicable -.aturation extiact I'lloc s,dium absorption ratio,ISAR)shall not exceed 3.0 millimoho,per prior"rincii ppro%al by the('it% tit Rancho Cucamonga 5, All%prinkler heatis ot'llic same 1%Ile,hall he the�iamc nianolacitirer 7,01 Scope of Work PlIONI - DA I I 0I I I'l ANCI All electrical work shall coril"orm it)local codes,ordinances,arid union authoriiies cenlitileter;it 25 C lei rder it)cn%orc confAws-mance.s--lmrle%ofthe imported-Alit shall he Provide materials,labor and equipment newssary for,or incidental to,performing all Complete material list%hall he submitted prior to perl"Irming any work. Material list PAR] PROM C I S Slcc%ing ha\iiig jurisdiction. Protection submitted tit in agronomic soils testing laboratory. approved by tile project Landscape maintenance requirements as reasonably implied'or as delineated in the specifications shall IIICltld%:[Ile IIIJI111taClUrcr.model number.and description ol'all materials and If. Remote Control Valvcs: Architect lot nalysis prior to use. Result(it testing tit lic delivered to Cify lbr approval. including,but not limited to the following V Slec%ing tinder hardsLaric or paved arcas for mainline.lateral lines or control wiring All liiiisliedct)ncreiexk,cirksli�tlltk-barricidcdl(i*cstriatitrill'ic forIhrec(`iida%s Brricadeshall Soil test Io includc analysis and recommendations Maintain all plants and planted areas equipment it, he used Althou0i nianistacturvor ;end other information ola\ he 2 0I MA 1 FRIALS he placed imediately aficr concrete finishing, Contractor shall famish.place and remove all of'his differciii.tile lollo\\ing is it gmdc it)proper submittal formal A. Gencral. U%c onk ne%%materials(if brands and type,.noted oil drawings. specificd herein. shall tic Schedule 40 C.or approwd equal I frissiall where shown onseetht:Drawin*%. \%Ilere grouped together,allow at least twelve Contractor shall be responsible for any daniage to tic%\ construction and Still Amendments own barricades. Keep planted areas free of weeds and debris tit appro\ed equals 1, Vandal Rcsistant Controller Enclosure 12)inches Nmeen adjacent valve boxes. Install each remote control valve in a replacement or repoir ot'dic work shall be made%%iihout added cost to tile Cit%. Prouric uccs and shrubs Item Nil. I)LLr elion %fail to fac(Lire Model No, W PVC Pressure Main Line Pirc and Fittings: separate valve box. Fertilized all plants and planted areas I main title piping for sizes 2"and larger shall be[IV('Class 315. l (W Clean-up All soil amendments%hall be as specified in the Agronomic Suitahilit.\/FcmjIij%sc,ils reporl furnished Irrigation Prewritcor I ChLtl X25-Y-BV I Controller enclosure shall bt:orsi/c;end type sho%%n(Ili tile Irrigation Drivo,ings and h) the Contractor 2 Automatic Controller 1-1 1-24-DR Class 315 pipe shall be made front an NSF approved Type 1, Garde !. PVC Irrigation DA:Iatl sheet Flushing oI'S\sIcnI Ilpon completion ol'all conotcrcte work and before final acceptance.the Contractor shall rusinove all 702 Fertilizers Insecticide spraying Master Vahe 1 I 04 %tell Preparation Supocrior I(K)RCV compound conforming to ASIM resin specification D1784. Allpopcmusim(ki 1. Afier all lie\%:sprinkler ripc lines and risers are in place and connected,all necessary lools,surplus materials.apparatus,debris.etc Im file site and the site shall N:ten in a clean,neat A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus ankii 12-8-8 Oro- 4 1 Ic Fic requirements as set forth in Federel Specification PS-22-70.with an appropriate 2 A hackhoard shall be:secured let tile controller enclosure housing fit provide a base diversion work has,been completed, end prior to installation of sprinkler heads.the condition acceptable to the C6 Power Controlled Release Nitrogen'lis designated herein or approved substitute as standard Junctision(S.D.R)(Sokent-o.%cid Pipe). for inotinting the atitorrinfic sprinkler controller and terminal trip. All work on irrigation%%stvni shall be q;ompleste arkl inspected for mcommended approval and.title control be:opened and full head tosed to Illish out111c systern required by the Agronomic soils report Available from 6ro Pov,cr(909)391-3744 Irrigation%ohnittlal tlehe specific and complete .All items must bv listed nd Prcssurc main line piping Itor si/cs I-112"and smaller%hill]he PVC chedulc 40%%ith grading completed.prior it)rostililling end pr Air to soil amendment work PLANITINC SPECIFICATIONS B, Ammonium Sulfate GTanular form containing not less than 2 1%nitrogen and 241/6 s1widd Include printer.\%ire, \al%c.box".etc. Nil copies tit %%cldcd 101111s A 117 voll duplex box shall he pirmided%%ilh in On'OtT switch,and;I 117 volt Sprinkler heads .hall be installed on,ly after flushing of'IN: system has been sulfur and shall be registered as an agricultural miner,with the State Department of niantit,icturer',hiceraitirc culsi are requircd s ubmittal inlnnalion' 4 pipe shall bL ilia&-front NSI ipprowd I\pc I.Grade I PVC compound receptacle Metal conduit shall run rrom [tic 117 %oil suppl\ it) tile controller Aller rough grades have been csiahliOied.pre-pare all lawn;end planting areas by tilling or�cross accomplished to the complete satisfaction(if[he ell% ot'Rincho Cucamonga PAR I I -6ENFRAL Agriculture in compliancc with Article 2 -1:cmilucir Mawnals," ection 1010 f thc conlorilling ki AS I M resm specification 1)1 785 All pipe must nice[re4uirenients housing /\It pimer within the housing shall be properk pleased ripping to a depth ol'I"' All rock and debris more than 2"in diameter%hall he removed front Ili'At Agricultural Code Sprinkler I I 01 Scope of site,except for areas that are it,ho,sodded, in which all r(Ack anti debris more than I"Ili diameter 7.03 Gencra I I-quipmetil tit niatcrial,installed Air furnished prior approval ofthe City of as set lorth in Fcderal Specificalkon PS-21-70. Rancho Ilia\ he rejected nd tile Contractor niaN hi:rcquired it,remove 5. PVC siilvcnl-\wld fittings shall be Schedule 40. 1 1-1 NSF approved conforming to 4� A tenninal strip shall he persi\itk-d.clearly.indicating the proper points of connection shall be remmed such nialcrials Ihc*NIIc.11 Ills it\%11"pcnw AS]M test procedure D2466. ofall appropriale wiring(station valves,master valve.common,central control). Maintenance shall start emmodiatel)after landscape irrigation and planting 6. Solo.cm ccnicot arid printer For PVC sohem-"cid pipe abd fillings shall he oftype I. Install file prinkler heads wt designated oil five Drawings. Sprinkler heads to be Contractor shall provide all materials. labor and equipment incidental to and necessary for Aipply .spread,and rototil in all soil amendments as recommended it,a depth of 6" Water arca Maintain all plants and planted areas on a continuous basis as they are installed during the 4 Appirmal I Ili% 11col.allernali%c lie submiltitc Indicates onh iha( [lie product or and Installation methods prc%cribcd by.the manufcturer Q� Miscellneous Irrigation Equipment installcd Ili file.,work shall K-equivalent in all r"pects to those itetlli7e& completing all worii.as indicated on the drawings,as reasonablv implied,or as delineated i'n the thoroughk after rolotilling is complete Incorporate event\ into the top 4"lei 6"the folloVA-Ing for progress of the work,a nd continue to maintain them until final acceptance of total prc�lcct Specifications as follows. each 1.000, square feet tit planting area Replace an) dead or dy Ing plants as directed by the landscape Architect and City nicel the reqoircillcill,ill tile Deramrigs and Specifications(,it tip.- 7. ll PVC pipe nium bear the follomni;markings: Spacing ol'hcatls shall not exceed the maximum indicated on the Drawings' In no representative haslAx tit'file inlAwrinallon or%jniple� ubmilled Minufjctkircr'�.name I Reller to the Irrigation Plans for sizes and types of miscellaneous irrigation case shin tile spacing exceed the maximum rccommended Is\the manufacturer Standards A Irregation Operate Irrigation system on an established Program to maintain all plant., NoIllinal Pipe size equipment. 4 cubic yrd, f nilrolizrd Redwood or Fir shaving orequal 5. warranties%hill not relieve the Contractor ol'his liability under the '(141 Ills f Oro-Power or approved equal and planted areas in a healthy condition. Irrigettion systcm run-offshall be kept to a C. Schedule Air class ORARY RFPAIRS 11 work;end materials hall comply with governing codes.sa"ct\ order,.M.indards.and regultions.guaranice Stich\%arranlies shall onh Supplement tile guarantee d Prcssute rating in P.S.1 2. All miscellaneous irrigation equipment shall N:as specified or approved cqoal A minimum Damage to irrigation system resulting from maintenance and equipment I tic CaN rescr\es the right to make lempontro, repairs as necessary to keep the�prinkler system ased meet the mininittin requirements ofilie 5tndard Specifcations For public\\corks Construction and/or maintenance personnel,shall be restored to its onginal condition at no cA)sl to B. Rl CORD OR A%\INGS C. NSF(National Sanitation Foundation)approo,al 11 IAR I EXF0 tTION equipment in operating condition. The exercise of this right by the City shall not relieve the (Green IlitAilk)latest edition I lie jbit,ve still conditioningare minimal qualiw%onl% and should he used only for bidding useI Date of c\trusito as herein specified. because soil ctlnditson�ina�change drastically from the time thew specifications%%ere dc\el(iped thcCity Failure of any part of theirnttation si stein shall be brought to the attention 9 All fittings shall-Ilcar the nianufacturer's nanic or tradLniark.material designation. Contractor oflus responsibilities under the terms ofille guarantee I Quality Assuraretw: it,the time file actual soil c. nditioning lakc place I'lierclorc.(lie Contractor shall obtain his own of the City. No repairs other than emergency repairs shall be accomplished without I little Contractor shall proo,ide and keep tin-to-date a compicle record Set of bloclire IeipplicabIc 1,11 S whedule and NSF sea]ofippro%al. (it OBSFRVA HON 01:Sl I I CONDI HONS skills anahsis at a rate tit-one Per every 25.000 civare feel o(planted area. These soil tests shall be %vTjticn permission from the City ,Ili FXISTING TREES cozided prints%%hich shall lis:corrected dail%,slitming c%ery change from the original Latcral Line Piping conducted ho, an approved Agronomic-oils icsting lalx)ratory approved by tile project Landscape B, Weed control.Keep all planted areas fire of weeds and debris by cultivating areas at Dra\\ings and Specificafions and the exact installed locations.sizes,and kind�of -PVC Sclictluic 40%%tile %It scaled diniensions are approximate. The Contractor shall check and %crir-, 311 Size All Contriwitirs pickrming Site Development%%ork.must be licensed in accordance AA ith the I hurled lateral line piping shall tx Whcre it is it,eNca\ate adjacent it)existing Irces.file coninicior%hall use all possible care Im"iii'tlie'state of'Cal I fornia ArchiiLctand0t.\ Copies orilic,-Alit test to N:pro\,ided during the Pre-conte-liction job conference Intervals not to exceed 10 calendar days The Contractor may elect to remove such equipment. Ptinis for this purpose may be Aiained from the City of'Rancho dimensions and rct:ci%c pproval from the Cily orRioncho Cucamonga prior to proceeding loints%%hen installed tit pkinting ateas, %vith%tork under this Section Exca%alitilt,Ili areas%\here I\%(,(2)inch and largernXilsoccur coricentrations of weeds manually or by an approved herbicide plogram is,cost. file%set tit dr;,%%ings shall he kept on the site and shall bt used Non-presstire lateral line piping installed undcr pa%cd areas shall be PVC Schedule be dk)IIC b\ balitt, All Mo(2)inches and larger Ili diameter.except directly lei the path Finish Grading C, PestControl Spray all plants and planted areas at bcginningofmaineriance onl\ a� I record set 40\%ith sokent%%elded joints It, Contractor shall pro%ide tlw Landscape Architect and tile City with a list ol'Suhcontraclor�arid shall he heavily totrapped\%tile burlap it,prevent program and as may become recoccssan thereafter by an approve method of pest it. xercise extreme care in excavating and"ork ing near existing tit ilifies ThAcContraclorshall Ill Pipe Or condom.qball be turincled tinder and Material Supplicr%expected to be emplo\cd during the course of construction. 3 Pipe shall he made from NSF approved. Type 1. Grade 11 PVC compound 2 The Contraclor Nhall make fecal and legible notations tin Ili%-record drawing progres�; conforming to A ST M rcNin spcci ficat ion D 1 784, All pipe must mce(requircrilerils bL responsible for daniages it,utilities which are caused by his operations or neglect. Check carring or excc,;si\e dr\ing Where a ditching machine is run closL it)trees hit\ing,roots smaller After rotolilling opera fionq-art!complete,grack'areas to establish finish grades for planting. All flow control to keep all plants and planted areas free ofinsects and disease Mcth(xlshall existing utilities dra\k ings for existing uiilii\ locations. (2)Inches in dianicier.tile wall ofthe trench adjacent it)the tree shall N:hand trimmed. Conimcfor shall obtain and keep in f;Drce Public Liabilit\ and Propem�Damage InSkIrance. line%shall be maintained and limper tolerances shall he met after settlement a(the end ofilic projeci be rc%icwod by the City prior to anN applications Pest Control shall include Qoph heeldjil% its tile work procceds. stemking the %%ork ;I-;actually installed Tile set iorih Ili I-ederl Specification IIS-22-70 ixith all appropriate standard dimension ltil�one(i)inch and larger in diametershall he painted with two coats illaintenanCe period Control making clean cuts through Rt during entire course of-tile Construction Contract The mount kit'insurance shall he example.should a piece ol'equipment be installed in a Imalion that does not match ratio tree should be closed within twenty-fur(24)houm and D. Pruning. Prime all plants as designated and directed by Landscape Architect a(start tile plan.tile most indicate that equipment has been relocated in it graphic A! tit'Free Scal.or equal. Trenchc%adjacent to determined by City I inish grading shill Icao,e surface of'tht!ground uniformly somooth and free ofabrupt grade change 4 L\ceptas noted Ili paragraphs 1.2,and 1(it this%cciior942 0111).all requirements for Coordinate installation ol"spirinkicer materials including pipe,so(here shall be no inter-fierenic where this is not possible.tile side ol'the trench adjacent to tile tree shall be kept shaded with huriall of maintenance Program and continue to prune plants as directed or as may become dworiginil s%inlitilsiss indicated inthe Irrigation legend. Me non-pressurc lateral line pipe anti fittings he the same as for st)lvcllt-\Icld %Nith utilities or other construction or dillickill\ Ili planting trees.shrubs,and ground covers.relocated equipment and dimension�%%ill then K transferred to tile original record prc�%urc imun line pipe end fitling�its set lorlh Ili sclioll 2,01 B ol'the Specification%, tit camas. I) Prior to start oll*sitc de%clopnient work.[lie Contractor sliall notif'\ the Land I%cape rchitect Coordination necessary until the end off.he maintenance portigram Rcmovctra sh weekly Edge dr.o\Ing plan t tile proper little non-pres,surc latcral line pipe and tilling% shall N., the %anic as for %tll%cnt-wcld 1). The Contractor shall carefully check all grades it) himstlI'llia(he may safety proceed antif City it)give starting and completion dates (ontractor shall also suppl\ the Landscape ground cover to keep in bounds and Inin top growth as necessar-, to achieve and befiiere starting work on the I I rerigation system Q1 JAITI Y CONTROL Architect anti City%%tell the name end telephone number ol'the Person in charge of the\%Ork overall even appearancc. Exterminate gophers and moles.repair damage pressure Main line pipe and fttings as set l0mh in section 2.0113 ofthe Specifications Weed abatement work shall he coordinated with the installation ofthe irrigation system rotofilling Bel. re tile date of-thc limit hscr\ation.else Contractor shall transt'er all intimnation D Brass Pipe end I-illings PREPARATION Adjustment ofthe Svslctii: 1 04 Responsibililies a tied soil amenJment work.and plitniing (See Weed Abatement section). PART 8-ACCEPTANCE OF PROJEC from tile "Irccord prints it, .1 scria imlar or similar tit\.lar material. %\'here iWicated tin the Drawings,use red brass screwed pipe contcArming to I cdcral nd Coordination 8.01 General Arranecillents he ernade through the ell\ lilr obtaining said%epia iii�liir or adjust all sprinkler heads for optimum performance 1 4- AND SHRUBS The Contractor shall flush arid Pcrmils� The Contractor shall obtain and pj� for all Permits nd Inspections required b\ Upon completion of installation,a maintenance period ofs minimum of 0 days keer all landscaped Ninillar ni\lar material All%%ork%hall hic tit%%aIerprtx,I India ink nd applied it)the I ittings%hall he red brass conforming it,I ederal Specilcallon NWW-P-460 A Physical layotw It a%Possible.-end it)prc\cfll merspray(into walks.roadways,and buildings as muc imlir b\;I technical lien made expressly for u%L tin ni,,kir material. Such pen shall governing uthorities fbr the%%ork to N.-performed areas is required prior to final acc"nce ofthe%%ork bs the City 1-be Commencement date for the I oprwr Pipe and I ilting% -4 It I Scope tit*Work hesimilar it,thow mantal'.-sclured b\ Rapiclograph, KiselTel&I'sser.or Fsher Caslell. Pipc I pc K.hard icnipocred I Prior it,installation.the Contractor shall size stake out all pressure supply lines, maintenance period shall commence upon wrl"cn approval for all phases of planting installation b,A rotiting end location of'sprinkler heads 2 11'it is determined that adjustments in the irrigation equipment%%ill provide proper it Existing Condition% I'he Contractor shall verik all conditions and dimensions shown on the City Public Works Inspector Maintenance period shall be adequate to verify plant charactenst"ics I he dimensions shall be made as to bc casik readable even on the final controller I llllllv� \%rought copper.%oldcr joini I\Fee P.o\ide all material,equipment.arid labor nec"sary[(I install all tercesand shrubs as shown on plan%. and more adequate co%crage,the Contractor shall make such;k1justments prior to chart(wc sic000ll C) I'lle original nivlar"record dramrig"plan shall bo;submitted Joints he soldered\\tile sit%cormildcr,45%silver, 15%copper. 16%zinc.24"Is tile plansal the,Ile prior I(,commencement of ny work tinder this contract Flee Conlraclor s and establishment. planting Adjustments mby alo include changes in nozzle sizes end degrees of arc reaforiallh implied and as delineated in tile specifications. A. Two inspections shall be made that affect the establishment period. Tbc first after all it, tile Cit\ it*Rancho Cucamonga for ppermal prior to tile completion ll' 112in 2, All la\out shall he approved by the City of'Ranchl,Cucamonga prior to installation. shall vcrit)-the l(walion and depth of all underground utilities prior to start ofwcArk cadmitim.solidtis-it F.and liquidti,ill 1 145'1: as required. plantings have been completely utsuslW in order to approve the beginning of the controllcr chart GitcVakcs 402 Pnxlucls 1 Ball Vakcs and smaller) it. Water Supply- remporar) Utilities 'file Contractor shall apply Ior and pay all cost incurred for all establishment period,and the secon attheendofthccstablishmentpenod If 1, Lowering ramed sprinkler heads by the Contractor shall bc accomplished within ten temporary utilities %uch as water, eketrical pom-'er arid gas as required by him for tht A� Nomereclatu -Plant namLs indicated on the drawings conform IN:"Standard Plant Nantes" plantings are not acceptable at the end of the 0 day period due to defective 4. The Contractor shall dimension front mo(2)Permanent ptlinis of"reference.such as aBall\akcs shall N:a 125 Ill SWP bronze%al%c%%life threaded ends and shall (JO)diet,s alter notification by IhC'Cit\ established bi, the American joint Committee on Ilomiculture Except for names covered-connected to water supply Idint, corners. sidewalk edges. road intersections. etc. the location of file I The irrigafion sNsiern shall he point(s)ofconnection as construciion ol'llw project. Tcrnporary services%hall he coordinated%%tile the('it%and other maintenance,dien continue establishment until all work mocts with the but lie cquipped\%ith a stainless feel handic. thcrein.file e%lithimbed cosions ofthe nursem is followed flillo%%ing items b. Bill shall be Nitico I- S95-70-60 tit approwd equal. indicated tile tile Drawing%. 4. All sprinkler heads%hill he set perpendicular to finished grades unless t)thcr\vi%e contractors(in tile job site Specifications and can be approved All Ball\jl�cs shall be installed Per detail it Condit(in- Plants shall he symmetrical.typical for variety and species.sound. healthy. B. At ternrunation ofestablishment period all plant matenal shall be live,healthy,designated on the Dra\%ings. Stirve\,Rcfirreiiceiltiiiiis,.indf:lcvitti(ins *Tile Contractor is ircsponsible for establishing all I,ollneciiiin it,existing%%aier lines 2, Connections shall be made at file approximate location(s)shown on the Drawings. undamaged,and free of infestation Inferior plantings shall be rcplaoed and brought to -it power Resilicrit Wedge Gaic Vakc IT'and larger) The Contractor is responsible for minor changes caused b\ acilial site conditions. surw�N.reference rumits and clevations required h\ him,anti on plans I'm proper vigorous.force Inim plant disease.insect pest%,.Air their eggs,and shall have healthy,normal h, Conneciion tit existing electric, IResilient Wedge Gate vakes shall tic epoxy coatcd and cquiprwd%%ith a 2" 5 Rain Bird I'FB-CP-PRS valves will he set per manufacturers specirication so that execution tit site construction. root s\seem,,.wcIl-filling their container,hit\ not to the point of being root hilund Plants to a satisfactory condition before final acceptance of work will be made Allarcas c (;;etc valves operating nul. Electrical Sterph each lateral'operates at design pressure shall not lit pruned it lei\linic.asto in no caw shall trecs be topped shall be ncatJ.N raked and free ofk,ceds OF C d Kotaing ofsperinkler pressure lines(dimension 100'along routing). h Resilient lik edge Gate valves shall tic Nil 403 R'l-R\k'as supplied by Waits I Tranic -File Contractor is responsible for all temporary triflic harriem and detours required c Sprinkler control or apprA)%cd equal Flecirical connections I'm any and all automatic confrolker%thall he made to electrical 'Testing(it Irrigation System C, I recs ;tied shrubs shall hc growing at a recognized nursery in accordance with good 1'. Rousing tit*conlrol wiring and locations ol'all splice boxes \It Rc%ilicnt\it edge Gaic\al\cs shall be installed per detail. b% him for the construction tit the project. All tempilrary traffic barriers and delours shall horticulture practices nd shall he of five size and caliper normall% associated with the g Quick coupling 6� Quick Coupling Valves. P`)inI(sI tit connection-.I%indicated oil the Drawings. conform to all conditions required h\ the Cit\ (it gowming authorifics I The Contractor%hall nocittet IN: presence(it the City of Rancho Cucamonga in container lspecified tile plans Removal tit all lags.labels.ntirscr) stakes:end ties from h Sitill-outs for future connections I (?mck coupling \jkcs shall have a bras%. NON designed flor working all plimi material prohibited until tile appermal of tile Land%LarAc Architect or City. I. Other related equipment as directed by the City of Rancho Cucamonga. 2. oill-lonnections shall he made at the approximate location(s)shown on(he Drawings. writing at least 48 hours in advance oftesting. DO'ective and I Initahorizcd Work pressure 150 P�S] The Contractor is resmnsible for minor chanecs cause by actual site conditions PECIFICATIONS 2 QUO t oupling Aalvc shall hu operable\%tile a quick coupler kc\. Kc\ si/.c and type unds per square inch and 1). All plant material delivered to the site showing signs of damage or diwase or is insufficient 2. rest ll pers-mre lines tinder Ilvdmstalic pressure of'150 PO On or belorc ilk,date of the final field obw- r-vistion.the Contractor shall delio,er the ttic as the Drawings \11\%ork which is determined by inspeciisin to he dcfi�clive in its construction or deficient in ny of in size to carn otit the intent of the planting plan will not accepted and will be replaced it tOilic requirementsoffitc plans-,end specifications,shall he remedied or removed.and replaced h the corrected irk]completed sepias to ilk,01%(if Rancho Cucamonea Delivm of the INSTALLATION prove watertight y wpia%will not relic%c tile Contractor ol'thc reWnsihilit\ tit'-furnishing.required W%entioll I lilts Contractor at his own expense in it manner acceptable to the Landscape Architect and City. Contraclor's expense itilliniiation that may tic ornitied front the prints Backilmo. prevention unit shall be of size and type indicated on the Irrigation Frenching Nutc lemingol'pressure main linesshill occur priorlo installation oftheelectric S les of'PI 1: -Shall he as stated oil the Plan Corditinico,stock(I-gallon.5-gallon.and 15- dra\%inus Install backilow preWnlitin units Ili ccordance%�ith the Dra\\ings Inspections gallon)shall have been grown in containers for at least one(I)year.but not over two(2) banI Dig trenches straight and supporl pipe comintiou%ly on bottom of trench. Laypipe years 2 W,ic strio.ners at backtio\%prr%ention units shall haw a bronzed screwed ho\ "ith it) an c%en grade. Trenching excao,ation shall follow layout indicated oil tile All piping The Contractor shall arrange for inspections by notil*ying the Landscape Architect, City and Drawings and as noted Per stituare Inch anti Proven watertight prior tit pa%ing. I 'As-buills drawings shall be approved b% the City of Rancho Cucamonga before governing authorities,24 hours prior to time ol'inspomlion,unless other%%ise noted Inspections shall coreirtiller charts n:prM­-d 60 rinesh screen and shall he similar to Bailey As I 00B or approved CqU31 N:as listed below.but not nece%sarih in this order. Onh file inspection Pertaining to file Project I' Subst lution - Substitutions for indicated plant material kokill he Permitted provided the I substitute malcriak are appnived in advance by the City.and are made at no additional cost -t%%eero the point of-conneciion and tile Proved,: for a minimum of twenty-four(24)inches cover for all irrigation lines 4. ustain pres,tire in line%for not less than six(6)hours. I fleaks dc%clop.wrilace 'work will appl% 'It subst' CITY 2 fire,\ide one controller cham for each controller sequence. All pressure main line piping be installed tinder paving or hardscaping. joini% end repeat ic%t until entire sN%tem is rormen watertight. scope tit to tile CaN Except for authoriztd variations,a itutc plant materials shall conform to rrcvcnler shall"he inslat,11ed as required b\ h,cal code I tic Contraclor shall tc llllf� DESCRIPTION OF REVISION DATE APPRO'vED the requirements ofthew- speci ficat tons. with tile local governing bod\ s to material I%pe and inNiallation procedures prior Rough Grading.The cham hathe area controlled by the utomatic controller and shall be the Pro\ide for a rouninturn oftwenty-four(24)inches cover for all pressure supply lines 5, All hydrostatic tests shall N:made only in the presence oftht.-General Contractor and Plants Not Ap=vcd-Plants not approved are to he removed I'min site immediately and lei start of consirticnors Submit shop dra\%ing for apprk,%jl Drain Lines and Catch Basins. G�maximum size%%hich the controlles,door\%ill of three 0,11 inches or larger in diameter. the City ill'Rancho Cucamonga No pipe shall bc hackfilled until it has been Irrigations(main line pressure.coverage sy stein operations test) replaced %%tell suitable plants The City reserves tile right to reject entire lots(if'plants obworved.tested.;end ppro�ed in wriling "oil Prep. represented hN defected%amples I Check Vilv", iteration and Finish Grading. CITY OF RANCHO CUCAMONGA -1 I'lic cham I,it,Is,a reduced drv,Ing(II'llic at:ltial installed sy stein I in the kl� Pro%ide li)r a niinillILIM ofeighteen(I 8)inches cover for all pressure supply lines of Plant Material(delivery I&placement). cwnt tile controller wquence is not legible%khen the dr.ming is reduced.it shall he two and tine half- inches or smaller 6. Furnish necessar\I force ptimp and all other test equipment S%%inu,check 2"and smaller shall be 200 Pound Nk'0.6.bronze construction Substantial Completion Inspection(at completion of landscape improvements)-7 Day s. 'take all tree%.as per details inimediaick after planting to prevent%%-end damage. enlarged tit size that"ill be readable%%hen reduced I I\%tile replaceable conipt,sition,neoprene.tir ruhNr disc and shall meet or exceed 5. Provide for a mininitim oftwelve(12)inches for all non-pressure lines. 7 ntile irrivation syslem I,completed.Tworlwni a coverage test in the presence of Final In%pection(after maintenance period)-7 days. I cdcral Specification D.('lass A. I\pe IV, 1. Plant Imes that are to he located in l3wre or ground cover areas afier finish grades arc first 5. Ric chart shall he it black line or blueline ozalid print arid a difl�renl color shall be [lie Cm of RaIncho Cocarnotiga to detcrimne iftht\%alcr cover- MASTERCRAFT HOMES ge for planting areas The contractor shall arrange a Preconstritiction job contereme with the Landscape Architect and City -1 said lawns or ground established and allo\,tr at least 7 calendar days prior to lost,flation of' used it,indicale file area ofcoverage for cach station Anti-drain valves shall be oflicavy duiv virgin PVC construction wille El 11 thread 6. Provide for a minimum cover ofeighteen(I 8)inches for all control wiring, s ;elect adequitic I urmsh it]]materials and perform all\%tirk required it) it minimum ofseven(7)da\s prior to tile bLginning work correct an\ inadequacies ofcoverage due to de\ialions 1rom the Dr-awings.or where covet to proo,tile lor thorough watering of forces All planting holes shall be excavated s inlet and outlet Internal parts shall he stainless steel and neoprene. Anti-drain valve defined on approrriaic details WILSON AVENUE TRACT 14380 When conipicled and approwd,tile cham shall bi;lice-mefically wled between mo 7. Reter it)City Standard 120"Trench Repair"when within City streets susceptible to tile sNstem ltas been willfully installed as indicated on (lie Drawings %%hen it is 1 07 Guaranties* piece.;ofriastic,each picce being a rouninium 20 inds, ;hall he field adjustable against dr3wout from 5 to 40 feet of head. Anti-drain valve traffic loads obviously inadequate.without bringing this to the attention of the City of Rancho %hill]b,similar to the Valcon-ADV"or approved equal 4 0 Soil Amendments. Cucamonga This test shall N.-accomplished before any ground cover is planted. Plans MateriaK All trecs,shrubs.ground cover'bedding plants and lawn shall he guaranteed LANDSCAPE MAINTENANCE DISTRICT 7 These charts shall he completed arid aMowd prior to file final field observation of' V Backfilling: fom date offinal acceptance of landscape construction for periods as follows: Soil amendments shall he as recommended in the Agronomic soils report tlw Irrigation s\stem 9, I 1pon completion of each phase of work. the entire system shall hic tested and I IbA:trench"shall lull he backfilled until all required testsare performed. Trenches adjusted to meet site requirements Trees 24"Nix&larger I year LANDSCAPE IMPROVEMENT PLANS D. Operation arid Mainterittice Manuals- I I wept as noted othemiw.connections liLmeen the automatic controller%and tile shall be carel'uth backfilled with the excavated materials approved for backfilling. Trees 15 gal.&smaller I year 4,111,11 Trees Stakes:electric control \ahcs shall he made"ith direct burial copper wire AWG-1.1.1' 61K) consisting tit earth.loam.sandy clay.%and.(or other approved materials,free from II7 MAIN FENANCE DATE�0?p\-tilt Control%wing inswiled in control\%ire conduit%%slhin structure shall be made Shrubs All site% 120 days It Tree stakes shall N: lodge pole pine tree stakes. See tree staking do:tail on plans for further I Prupaireand deliver tit tile Cit)ol'Rincht,Cucamonga%%ithin tell calendar days prior teW%tAlid copper wire Pilot\%ire%shall be a dill;:rcnt color wire fr each large cloods ol-earth or slones. Backfill shall be mechanically compacted in 6round Cover 120 da'y s information. CITY ENGINEER RICE N ' I0 C0111PIC111011 kit con%truclion.I"o hard-cowr. three ring hinders containing the landscaped areas to a dry densit%CqUal to adjacent undisturbed soil in planting A. The entire irrigation system shall he under full automatic operation for a period of seven(7)controllcr Common wires shall he\%title\%tell it different color stripe for Bedding Plant 1 20 days followng Information. each controller. Install Ili accordance mth lvmantificiterce's Backfill\%ill conlbrm to adjacent grades without dips.sunken areas,humps or other days prior tit an\ planting I.a%%n(six]) 1 20 days DESIGN RE ED a Index sheet which states Contractor's name.address.and telephone number. ipecifications;end mire chart. In no case shall\%ire size be less than#14 surface irregularities. n. Th.e City of Ran.cho Cucamonga rewerves the right to waive or shorten the operation period. Lin%n(w. ed) 120 days from first mowing PAR'l GROUND COVER AND BEDDING PI-ANTS LANTEX NING i0l Scope of"Work and which list%each installed equipment and material item including names Wiring shall ticcupy the s3mc trench and shall bt:installed along the same route as 2. A line granular material backfill will be initially placed on all lines, No foreign Guarantees begin after the Project acceptance by City and at the end df the 190-day 31726 RANCHO MEJO ROAD. STE 206 and addresses o f manu facture%local representatives pressure.%uppl\or lateral lines wherever possible matter larger than one-ha1t'(4,)inch in size will be permitted in the initial backfill. A(19 CLFAN-UP maintenance recri(Ad. Landscape Contractor shall replace and plant all materials which have died DRAWN SHEET b. Catalog and parts sheets on every material and equipment item installed Provide all materials and equipment and perform all work rwccmry for and incidental to installing SAN AJAN CAPISTRANO. CA. 92675 within the time span stated above.at no cost and within 5 days from receiving written notice front-es. Refuse and exec- all ground cover and bedding plants,as shown on plans.as reasonably implied,or delineated in the (949) 248-1993 tinder this Contract -1. Flooding of trenches will he permitted only with approval of the City of Rancho Clean-tip%hall be made as each portion or%%,ork progress s dim shall be removed -irw Architect or City OF 12 Where more than tine I %%ire is placed in it trench.tile wiring%hall be laped together ik� Landse. Irdead material is not replaced and planted within the 5 day, specifications. FAX (949) 493-0706 C. 6uarantee su.,emcnt Cticamonua fom the site.all walks and paving shall be bloomed or\%ashed down.and Zen%damage sustained on laterial\%ith nc%N material;end charge the Landwape Contract ( operating end maintenance instructions on all major equipment. tfillecil(I 5)lecl - tile%%(irk sil'others shall tx-repaired to its original condition period.City may replace(lead re or for NG NO it 4. Ali e\panston curl shall N:porm ided wthin three(3)feet ofeach wire connection 4. If settlement occurs and subsequent adjustments in pipe,valves,sprinkler heads, all expensLs incurred i.02 Bedding Plants, B.H. RCE NO 2. In addition to the above mentioned airsterstence manuals. provide the City's lawn,planting,or other construction arc necessary,tile Contractor shall make all 01) FINAL SITU OBSERVATION PRIOR TO ACCEPTANCE DATE FILE NO-ciric B Construction Materials: 'The contractor shall guarantee all workmanship and materials for win an rom a recognized nursery and of maintenance per%onrwl with instructions for major equipment and show evidence in Expan%ion curt shall be of'suffictent length ill each splice connecittin at each ell: required adjustments without cost to the City. 211 site development,for-.I period ofonc year from date of final acceptance of project. p,reremals sered Anorooual& Provide healthy container 91`0 PI Is r control valve. so that in case of repair, the valve bonnet may be brought to the the species and variety shown on plans. surface without disconnecting the control%%ires Control wires shall be laid loosely A,- The Contractor-,hall operate each system in its entirely for the City of Rancho Cucarreconp SHEET OF SHEETS CAMBRIDGE 1 & 11 CAMBRIDGE I & 11 SOS APPLICATIONS LUMINAIRE ORDERING GUIDE U.L.a CSA Usted AttmbleEPA �+ lj '71 3-: Ortferfea wndValocifT Arrclror Wt.l k a i l �l, � +J�t,e�1.11f 5 Planned communities, arks, walkways, Model CEI -small size (EPA- 1.6) CEII-large size (EPA-2.9) Grob+ Nambef ■n.�oust SkaftSin p "••'`7 R btt site Lb, ,j,o C `` 7A t0 I !8 100 Dim 6a r . parking areas, stairs, entrances,residen a .X Mountin PM WB - Hemovanle,Gap COMBINATION ELECTRICAL SERVICE 4k g 10' _ ,o-sDs•411-' �s 2e s n 1; 4 1, >r «1s 10-SOS-511 • 60 46 36 �28 5 11 'GX15 106 teal streets, mannas, school campuses -. Mode 10 -- - -' � IRRIGATION CONTROLLER PEDESTAL ��. I a and other n0 late applications. 12 505 411-' 28 1 21 15" 12 11 �.x1 104 ,� •' 9 PP s . `= -_1 L - t 120 240V 1 PH 100^ s, - k 5 12 t2-SCS !45 33125 X20 5 1t ya1S 122 CONSTRUCTION FEATURES r-:fi" 4 11 ia15 1 s, r,,_ '- 1/' !4-S 5.411 �I T 12 f i „, C _ �2' � -+ 5' 951- - --�- -� 6 ."i r E y 14 4.SOS-407' 34 5 25 5 ?0 " 4 7 y x15 15E 4' Housing - One piece die-cast alu 4- - rt I• - 1 - - -- -- a. unUn N:. ­, , minum housingwith soft radius corners. - 14 4o�S S Y 2,. 2,5 165 5 1i 'x15 136 D'.MO g ALTERNATE TWO 120V CIRCUITS >; t6' 195 14 105 75 4 - - 1 : . ; -�-16-SOS 4'! a s 11 ;AI 15 128 a .!. r,.t 100-2P PANEL TO LIGHT FIXTURES. Lens door Is also cast aluminum with soft _ � Pole Mount Wall Bracket 1s 16-SOS-407w' ?9 s'X1.5't6 1i 4 - � = `r '` ¢` r`t _ 7 }x15 176 4: � . t, ti: radius corners.Lens is a clear tempered. lar a SIZe 16'-1 16 SCS 5'1 32 ;23 5 t 5 13 5 S II x x 5 53 PHOTO - t AT R VICE PEDESTAL. Lamp Type/ small size g ._ -. -: -. - M M impact resistant, lass held in lace with C.O. T ;: P g p 3 D ''= � ' Watts S100 S150 S250 S400 M175 M250 M400 S400 S1000 M400 M1000 1s _� 16-SU-501-1 �4;s 3s s,r_,21 s� s 7 �'rx15 1 214 -j z sealant and retaining clips. A continuous __ 1 _ _ t r. g t8' 18505�4t1�' 165}11.5 ' 85 6 1 11 4/x30 147 � ¢ ¢� - ..r:}•':. 1 _ -_ , C",Mounirn 1" SCH. 40 PVC CONDUIT _ - mmetric uare 1e 1e sos 4oT- 2s s Iii 13.5;10.5 4 7 VI- 20, a .. LEC UTILITY i rw r hrow VS s 30 r. Reflector III-as mmetr c IV fo a d t sq 4 # 10 1 # 10 GRND. PASEO TO CENTEX sleet seals the door assembly to the Y Y _ 9a Y - ? f : { -- - - 18' 18-SOS-511-' 27.5 20 14_1 11 5 11 'GX30 175 IRRIG - - housing. Voltage 120 208 240 277 347 480 MT-Multi-ta �- 1 P 18 18 SOS 507•' 2 1 31 23 5 18- -_5 7 'hz39 243 2 # 10 1 # 10 GRND. ETIWANDA PASEO Mounting - An extruded aluminum 20 -1 20 SOS4t1 135 951 6S 45 4 11 Nx30 173 '� : ,fi, t > ' :.: CON TR. Options PC-photoelectric cell 120-277v, up to 400w SF-single fuse 1 �- - - ---� --j __1__ __ _-�___ __l , arm, using four bolts, is provided for rigid #j_ i , - - - - - J PR-photo receptacle (less cell) DF-double fuse ___a 24505 407-• X22 16�n s X8.5 j 4 _T v.00 -1 ,so attachment of luminaire to pole. 26 _ 26 OS-511-• ;23 S 17 12 9 5 11 i.z30 19? ,' 8 I SPARE 1 STUB-OUT VG-polycarbonate vandal guard CS-house side cutoff shield 20' 20-SOS-507-• X365 2720 1ss' s �:x3o - z6a -1 is �t ' "'" °=} Optical Assemblies - Specular ano s - - -_I_--- - - � ; ,1.. ,� :f 3 ,► ,,•.�' f w 20' 20-SOS-607•• 51 38 285 22 6 7 i'�x30 312 1 2 Colors for DBZ BGE RRN SGB WHT FGP TBP RBP CNB LTG -- ,--- -- -� - . -- ------- - - -- --- { ;- - �. r dlzed aluminum reflectors provide -� r f :. 25 25505411• B5 5 3 15 4 It 1x36 j 1 I - �- -- 238 x Square symmetrical (type V), forward ---- \. Luminaire 25- 25305407 14.5 to 6s' 45 4 - 7 -1x36 j 266 ji WATER FOOTING throw (type IV or narrow asymmetrical 4 and Pole dark bronze beige rocketred blade white forest green teal blue royal blue burgundy rite gray --1 -- -- -- - - - I , GROUND ( YP ) Y �! \ 25 i 25 SOSStI' i15 110.5+ 6S' 4 I -1!- - 1x36 23! I A '_ "E rttl -- - - - - 1 (type III) lighting patterns. Reflector is -; - 2s 25-SOS-507•' 25 18 12 5 9 5 7 ROD PIPING RE BAR tY 3.18 ; ' 16 Lumfnarre Mounting LampType _-- - f x 1x36 324 '-4..5 x 25 25 SOS 525 36 5 26 19 14 5 .25 -1 z 36 437 ` 9 P g Ordering Model Mode Watts Reflector voltage Options Color 4 } L { V mounted with hinges and captive locking g q --- 1 ---- 1 1 -"t -- _j- screws into housing for easy access to Exam le �s } 25-SOS-so • 38 5�28 20 5 15 6 7 1x15 404 i ; 10Y4"►I at b ballast. P 30 -� 30SOS407'--- -6.5 4.5 251 1St 4 T 1X36 + 3!3 r h ELECTRICAL SERVICE PEDESTAL PER RANCHO CUCAtvIQNGA CITY STANDARDS /522 k 524, SHOWN } y XY `R'' yas` f f 30 30 SOS 511 7.5 5.51 2.5�NR 5- 1 1x36 -�74 .l �F ..s !6 E a + - : 3{(�a . g ON LANDSCAPE DRAWING SHEET L-5, DETAIL 'H' Ile T. Ballast Assembly - Starting rated to CEI P.M. S100 AI 240 C.S. DBZ -_ - - 30 3D SOS 507 18 12 4 5 5 17 10639620�F. Ballasts for Metal Halide are con v s 30 3osos spa 2z 15 �18 3 8 ; s his 1x L537 21.75 30' 30-S05 6C7-' J �3C 20 14 9 6 7 1x36 467 i =,s� Stant wattage autotransformer type. CEI PM,pole mount: Small Large III;asymmetric 120 PC;photoelectric cell DBZ;dark bronze -� - -- 1 " - -� -�- - .15 1'1x48 630 } f a, E L E C T R I C A L SINGLE L DIAGRAM Ballasts for High Pressure Sodium are CEII std-6'arm for S100 5400 IV;forward throw 208 120-277v,up to BGE;beige 30- +30305.625 42 30- 22 ; 16 6 - -- - .r \111 ,M1 Y Constant wattage autotransformer type CE i i'� CEI 5150 51000 VS;V square 240 400v RAN rocket red 35_ 35 SOS:607_ _ 20 5 13 8 4.5 _6 _ 1 ,x36 538 J - - -- x. F,OIt�CirGle,� std-10'arm S250 M400 277 PR;photo receptacle SGB;black 35' 35 505 625' 26 18 1 12 7.5 6 .25 1 x48 726 +. b';: < s; r• ti - --1- f T using an electronic Starter. Ballasts are Effective Projected Area 4 68 --� 8•B7 for CEII 5400 M1000 347 (less cell) WHT;white 40 _ 1 40-SOS-625-' t 14 110.5 i 55 2.5 6 25 1 19,x49 135 mounted directly to die-cast housing for Effect 1 WB;wall bracket M175 480 SF;single fuse FGP;forest green - l- 1.6 _- M250 MT:mufti-tap OF;double tuse TBP;teal blue x ', ,,4 COLOR - SAME reduced temperature and increased fife. •taNFrcllRAnscl SUFFIX DBL DBl•90 TPL QUAD P - --- - - - -- M400 VG,polycarbonate RBP;royal blue O C.AmmRtOGE,POLE 5PAULDING LIGHTING INC. All ballasts are high power factor. vandal guard CNB,burgundy � * Iwo I f0m HP5 POLE A5 EXISTING Hancin is MOUNTED AREA GEi: P 1- 9100- III- 740- C5, 240 vAC Lam s - Luminaires accommodate CS;house side cutoff LTG;lire gray �� f .' _ r LIGHTING FIXTURE WITH SQS, 10' NIGH POLE P shield ■ r %tI1 00Ve i ' Metal Halide and High Pressure Sodium - - -� F }R Erase Covers �- QtvoDlZtD gRDNZ� mogul base lamps. 'MOUNTINOifOLEPATTERN-EUFFD( `� Y OPTIONAL ' LiGm FI rax Y.xcpL>t GE nt t4o1Et5r Lampholder - Mogul base glazed -� �� POLE ORDERING LUMINAIRE D PATTERNS AVAILABLE C i C x ra r s. 1 tT porcelain socket with spring loaded, nick- 1 10 -I- -- - - T ; 1� , /�/,,,,,ry Po P 9 a.s8 . /• L ALL LIGHT FI XTUrar$1344ALL BE PJRNISHED AND INSTALLED C01"IPLETE WTH ALL Refer to Poles/Brackets Section for ordering information. PDLE 4�s i 3' P 5' s' +; f r « { - NEGESSARI NARDLLIdRE,FITTaY,S AND LAt". el plated center contact and reinforced _-� - - -- I - - -- lamp grip screw shell. High Pressure alalnal•m x x T�x +- Santa Fe I•Ilt -+ Sodium sockets are pulse rated. _ 10 Cambridge I,11-�_x z x Finish - Durable baked-on polyester 30 NOTE: See SEE SHEETS L-8 AND DRAWING # int finish is available in 10 standard se�me"."! Xf. /,� -- o 0 VCkIanC I X z x 1435-L SHEET 18 OF @# 23 FOR LIGHT LOCATIONS colors.other finishes are available. - -- - --- a -- L .-___-_ rArdoval -_.-_ X X X X - - - - -- - - �- --t }:< Anchor Bolts . - --1 "--- _. -�-- r cordwa Il,111 x x x I pi, r Ma�e^ 51 - x -X x � y r `a i i' r Area rum z xx _ x 1 Dallas x- (� Detro t x 3.18 21 1 M± wishgti I,II x - x x r A Hunlov!on I -- -- z x x -x ' d Hunhagton II z x x NeMarK I � x NOTE: Nevrark II_ x x x All poles have a prefinish,baked-on enamel paint finish to match the luminaire's color. CE 11 lncoln I,II X X z Ordering information for base covers.receptacles...see page 16. Effective Projected Area Orlando SQ 1,II x x x NI/R-Not Recommendeal poles are furnished th anchor bolts and double nuts. 2.9 x4vailable provided EPA is not exceeded. SPECIFY COLOR ANODIZED BRONZE SPAULDING r SPAVL.DING SPAIlLDI G POLE HEIGHT TO BE 10' - -- ---- - ,� LCMH:INK C� LG�IC�a L� C5 LrL �i U n cSJ 9 �l�V� o L J L IJ- •J � � ' 1736 Dreman Avinue,Cincinnati,Ohio 45223(513)'54'- 1, Li=O 1.071 CONTOUR PLOT LITFPRO 1.06 CONTOUR PLOT TEST*LA276,CATALW Ar7F.T-5?o-1U TEST kIA276,rATALOG*CF.T-370•M NEJM I,TIMC/ORTENTATION. I lure LAMP- NIN LUMC/ORILITATION: I lum LAMP: MOLTNTIMG HEIC?HT 10 0,FIR ACKCT ARM LENGTH. 1.0 MOUNTINO FMOifr: 12.5,RRACKET ARM LENGTH: 1.0 LL.F: 1.00,LLry1ENS.6300,RJ. TWITS: VC. I,LF;0.85,I.T.WNS:6300, ell,UMTS:PC SCAB: I IN-20 0FT FOOT CANDLE CERTIFICATION NOTE: SCALE: 1 IN�20.OF7 ELECTRICAL SYSTEM DESIGNER CERTIFIES THAT ALL WALK AREAS ARE ILLUMINATED TO 0.5 FOOT CANDLES AT GROUND LEVEL. ELECTRICAL SYSTEM DESIGN ' I I CARL DAWSON - ELITE ELECTRICAL STATE LICENSE NO. 418242 I I ' I- - - ' T- I I i - ► I' CARL DAWSON DATE I i ; •�,, �, � c -�_�-�_�=��� .=�=__-'�.�`_. ' � ,� � ' i ��. •�, �� '��� -I '^- � i �- -� I ...I- , -'`. •_``'�.� \ \ �A I 'lrf••.•-� �.� I ?._:_^sw.. -~' 7� .. 1�-�•- -�^"-�C,_I -. I I _ ,mac. 71JJ -�o.a; -40.00 '� �°�o.ap a.00 �Ao.bo' r ao.oc 40:00 1 -60.OG 40.00 I N^ A \ I inC I j i �o.�p 0.00 a( 0.06 '` I 40.00 I I l I I i x.00 ( % ',� E , \i i �A i I 11 , i � - J i. t-A -�� f I ! 1 I 11 \`�`�` - - S ,.rC`fi "' , ' DESCRIPTION OF REVISION DATE PRS OVED- I - - - I CITY OF RANCHO CUCAMONGA MASTS R C RAFT HOMES .40. ► -�°° ! WILSON AVENUE TRACT 14380 I I I ( I LANDSCAPE MAINTENANCE DISTRICT -.m oaf---- LIGHTING DETAILS APPROVED BY: DATE: f CITY ENGINEERA .) l/� RCE: 24953 I DESIGN PLAN PREPARED BY: RECOM N -- I - A-2.00 $-1,00 C-�o.so n�.o.zs E�o,10 LAN TE X $ = A�2.40 8'1.04 C-0,50 D�0,25 E4.10 31726 RANCHO MEJO ROAD SUITE 206 a r DRAWN SAN JUAN CAPISTRANO, CA. 92675 SHEET (949) 248-1993 FAX (949) 493-0706 L-10 of 12 CHECKED R.C.E. NO DRAWN NO. B.H. DTE FlLE NO j�(2o�rc�T s4 r er too L-10 47� IZ Go N GENERAL REQUIREMENTS 1.0 Work performed shall comply with the following: I. These General Requirements unless otherwise noted on plans or specifications. 2. Uniform Building Code, 1997 3. All applicable Local. State and Federal Codes, Ordinances, Laws, Regulotions and Protective Covenants governing the site of work. 4. Standard Specifications of ASTM as noted herein are required by the Building Code or U.B.C. 1997. 2.0 In case of conflict, the more stringent requirement shot govern. 3.0 On site Verification of all dimensions and conditions shall be the 1- (4) ANCHOR BOLTS responsibility of the contractor and sub-controctors. Noted dimensions take precedent over scale of drawings. 2- DRYPACK 4.0 Engineer or architect of record is to be notified immediately by 3- LAMPER PROOF the contractor should any question arise pertoining the working drawings BASE COVER and/or specifications. 4- EXISTING WALKWAY S.0 No deviations from these requirements and structural details shall be made without the written approval of Gouvis Engineering. Approval 5- #3 TiES X 12" O.C. by the inspector does not constitute authority to deviate from plans or specifications. 6- (4) #5 VERTICAL REBAR 6.0 The design, adequacy, and safety of erection bracing, shoring, temporary supports. etc., is the sole responsibility of the contractor, and has not 7- LIGHTING POLE PER MANUF. been considered by the architect or Engineer. The contractor MAX. HT. = 10*-0" is responsible for the stability of the structure prior to the application of all shear walls, roof and floor diaphragms, and finish materials. The contractor shall provide the necessary bracing to provide stability prior to the opplicotion of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in this regard- The builder has requested, contracted with and is compensating Gouvis Engineering California for the limited services of providing the minimum structural engineering drawings required, when combined with the other builders consultants drawings, to obtain a building permit for this project. These drawings are not intended to, nor do they, detail all conditions, identify all materials, or define or limit the scope of work required to complete the project. The builder has requested, accepts, and represents 1 © 3 that he will select oil materials and manufactures, qualify and select all subcontractors and installers, direct all ways and means of contruction, 2 4 and provide oil additional information, above and beyond these drawings, required to complete the project in conformance with all governing agencies and the work will meet or exceed accepted industry standards. FINISH 6fZADE -- 7.0 Special inspection per Sec. 1701.5 of the U.B.C. is required - -- - -_ -- as follows: 7.1 All structural welding, including welding of reinforcing steel X 3" and welding of steel decking. CLEAR 7.2 Installation and tightening operations for off high-strength nj friction bolting (A325F). _ CONDUIT AS 7.3 Installation and tightening operations for all high-strength •t REQUIRED anchor bolts. 7.4 During the taking of test specimens and placing of all reinforced 6 concrete, with the exception of foundation concrete when the structural design strength is no greater than f c=2500 PSI. 7.5 During the placement of all masonry indicated on the drawings as having "special inspection". 7.6 During driving and testing of piles and construction of cost-in-place drilled piles 18" or caissons. ROUNI;l 8.0 1997 UBC: Design assumes flexible diaphragm; sols geology, soils characteristics, redundancy factor, height to width ratio of 2: 1 for all plywood shear walls hos been considered. REINFORCED CONCRETE 4 Z 1.0 GENERAL AT EAST TO WEST P A S E 0 S 1.1 All reinforced concrete materials and construction shall conform to Chapter 19, U.B.C. 2.0 MATERIALS 2.1 Cement shall conform to U.B.C. 1903.2 of U.B.0 and shall correspond to that on which the selection of concrete proportions were based. 2.2 Concrete aggregates shall conform to U.B.C. 1903.3.3 2.3 Use type Y cement for concrete in contact with sol containing sulfate. (min. fc =4500 psi, 28 days) 2.4 Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and #4 and grade 60 for sizes #5 and larger 3.0 STRENGTH 3.1 Concrete shall be proportioned to provide a minimum compressive strength, f c, equal to 2500 PSI (28 days), unless noted otherwise. 4.0 All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved by the local building = offical prior to the pouring of any concrete. CONCRETE MASONRY / 1.0 GENERAL All ooncrete masonry materials and construction shall be in l �I accordance with Chapter 21, U.B.C. 2.0 MATERIALS All materials making up finished concrete masonry construction shall conform to standards required by Sec. 2102, U-B.C. 2.1 Mortar shall be type M or S as applicable and shall be pro- portioned per Table 21-A, U.B.C.ond in conformance with ASTM C270, mortor for unit masonry. 2.2 Grout shall have ingredients proportioned per Table No. 21-B. U.B.C.and in conformance with ASTM C476 grout for masonry and shall ottain a minimum compression strength at 28 days of 2000 PSi or the required compressive strength of the concrete masonry units, whichever is greater. 2.3 Concrete masonry units for load bearing systems may be concrete brick as specified by ASTM C55, Specificotions for Concrete Building Brick. Grade N concrete bricks ore for use as architectural veneer and facing limits in exterior walls. Grade S concrete bricks are for general use where moderate strength and resistance to frost action and moisture penetration is required. 3.0 STRENGTH 3.1 The specified compressive strength of mosonry, f m, shall be 1500 PSI, unless noted otherwise. If higher fm is noted, it shall be verified by prism tests and required in section 2105. 3.2 Reinforcing shall have a specified yield strength, fy, of 60,000 PSI, unless noted otherwise. 4.0 SPECIAL INSPECTION For concrete masonry construction which is noted as requiring special inspection per drawings, such inspection shall be carriedaT" DESCRIPTION OF REVISION DATE out in accordance with U.B.C. Section 1701.5. Concrete APPROVED masonry construction which require special inspection also i9 CITY OF RANCHO CUCAMONGA required to hove masonry prism testing prior to and during construction as described in Section 2105. FOUNDATION MASTERCRAFT HOMES TRACT 14380 1.0 SOILS YWLSON AVENUE Foundation engineering has been predicated on data and LANDSCAPE MAINTENANCE DISTRICT ' recommendations contained in soils report by SOILS SOUTHWEST, INC. LIGHT PALE BASE DETAIL REPORT NO. 98022-F , date 03/03100 - ---- - APPROVED BY ATE;O� This report is considered port of calculations and construction CITY ENGINEER 11EE, RCE Nodocuments and is to be adhered to in all of its recommendations and requirements. Verify minimum foundation depth, width, reinforcing EGOUVIS �''0RN1Asteel and odditionol expansive soil requirements with valid soils report . ENGIRING and if they are any more restrictive, then they shall supersede the DRMMN 4400 GAMPV5 pQIVE 9-EE Gouvis Engineering minimums. NORTH L D NEWORT BEACH GA °12660 L-11 K 12 1 -- 4EINPORT BEACH (944) '152-1612 _____-_---- -- 5 3 2.0 Soil engineer should reveiw and oprove all retaining walls prior to construction. Gk CXED DRAVANO N0. RCE NO RM. DATE FILE NO 0 3" THICK POURED-IN-PLACE CONCRETE CAP . COLOR AND TEXTURE TO PILASTER CAP. ACID ETCH FINSH. O10"x8"x 16' PRECISX?N BLOCK CMU GROUT CELLS SOLID OPRECAST CONCRETE CAP BY CALIFORNIA O DRY STACK LEDGERSTONE FINISH GRADE PRECAST STONE, INC. (619) 443-3863 MASTERCRAFT BLEND SERIES. #4 REBAR @ 24' O.C. VERT. W/ #4 MODEL# CC-E-26. W/ACID ETCH FINISH AVAIL. FROM Al STONE �''� CONT. IN FOOTING AND TOP OF CAST ( Z ) 6"x8"x16" PRECISION BLOCK (909) 360-5935 WALL CMU. GROL)T CELLS SOLID ] #4HORIZONTAL REBAR @ 16" O.C. O CONCRETE FOOTING FINISH GRADE ®ro 3" CLR. TIE THROUGH TO WALL SECTIO DRY STACK LEDGFRSTONE MASTERCRAFT BLEND SERIES. O4 #5 REBAR IN EACH CORNER VERT. 8 90% COMPACTED AVAIL. FROM Al STONE W/ #4 CONT. @16" O.C. IN FOOTING SUBGRADE (909) 360-5935 AND TOP OF WALL O MORTAR FILL O 6"x8"x16" PRECIWN BLOCK CMU CONCRETE FOOTING #4 REBARS @ 16" O.C. GROUT CELLS SOLID 1 0 EACH WAY 2 LOCATIONS ' MORTAR FILL WITH MASONRY CLIPS AS REQUIRED PROVIDE MASONRY ASPHALT EMULSION WHERE RETAINING 2611 SQUARE G CLIPS AS REQUIRED 0 OCCURS 1 1 i DO DRAINAGE PIPE IN FILTER SOCK W/ GRAVEL. TAKE PIPE OUT (4-) TO CURB FACE 3 _ 1 '_6" Zmv in � II 111 — - I 6 00 0 7 Z Ln QK � I 9 3 - 1 112„ 6 M 2 8 ,.. . . . . . . . s . , � zoo co 4 X 7 10 N i S = 1 i o[Y � • 31-81111 t t 4 CONSTRUCTION OF PILASTER SHALL BE CONSISTENT 1 I ~ WITH CITY OF RANCHO CUCAMONGA STANDARD PLAN 604 `CASA 8 CONSTRUCTION OF MASONRY WALL SHALL BE CONSISTENT WITH CITY OF RANCHO CUCAMONGA STANDARD PLAN 604, CASE '$' STONE ENTRY PILASTER STONE MASONRY WALL SCALE: 3/4" = 1 '-011 SECTION SCALE: 3/4"=l'-O" NG-r TJJV-SE CVT- �j U,t-> AR_E e%r '!'1•t E C A T%r CF R<w vrto CjAe^t ►o (a!s Asqr40 lldb�N4F NoT-- 1560r1 D►JS V bP F O b(L PI2.o Dt3c.F�o 6`f LPcr<'tF•x TD GF.rvTF`ir Pl,A't-6 Fv2 fit' cx-u aAti CA<Lz-S . Acv 0 Go" ibT%wcn o N &v%0 L4r4 Ff6. A�� .Y 4�, C Ch CE1� u s,�aso CITY OF RANCHO CUCAMONGA ETIWANDA ESTATES WILSON AVENUE LANDSCAPE MAINTENANCE DISTRICT WALL AND PILASTER DETAILS APPROVED BY DATEr _� _f-I.-_ I � CITY ENGINEER r✓ RCE NO 2 S DESIGN REC M EO DRAWN SHEET Iv v r� n --- ----- ----------- L 12 of 12 ' CHECKED DRAWING NO. — n DESCRIPTION OF REVISION DAit �'rY RCE No APPROVED DATE FILE NO I�S�