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DEVELOPER / OWNER DSCA I C URAL N taal�� LA% N STANDARD PACIFIC I E__ I PLAI 1565 WEST MACARTHUR BLVD . MESACA 92626TTRACT 1365 PHASE 1 -4 COSTA 714-546- 1161 N APE MAINTENANCELA DSC DISTRICT N4 . 7 VICINITY MAP KEY MAP GENERAL NOTES SHEET INDEX COVER SHEET 1A t PROJECT t. An Encroachment Permit'shall be obtained from the City Engineer prior to 10. Notr+eesshall beplanted within three feet or curbs. LANDSCAPE CONSTRUCTION PLAN iP LANDSCAPE PLANTING PLAN 20 LOCATION •1 -- commencing any work 2 ' 1 !' \ 11. All trees are to be located: ten feet from any street light, power pole. or LANDSCAPE CONSTRUCTION PLAN 2 LANDSCAPE PLANTING PLAN 21 J 1 4:1 ( SAN 2. All work shall be performed according to current City Standards and the Standard reinforced concrete box; five feet from any drive approach, fire hydrant• cc < �• sEVArf Specification for Public Work Construction. underground structure (e.g., catch basins, vaults), and sewer lateral or clean- 3 m out. and three feet from any water meter or sewer line. LANDSCAPE CONSTRUCTION PLAN 3 LANDSCAPE PLANTING PLAN 22 WASH 3. At the conclusion of rough grading, an agronomic soils report shall be furnished to the Ci inspector, and all such recommendations from such a report shall 12. Supply all work and materials, a liances, tools, equipment, facilities, A I N �� LANDSCAPE PLANTING PLAN -+��`Tt?fib City Po PD Y PD (p supercede soils amendment recommendations shown on the ans. transportation and services necessary for performing all operations of the A Q , t -/ ��tFETS 23 UMMI ' �� r,L DD � Po ry Pe g Pe � 1� 'Landscape Installation' as identified in construction documents. The RUC I A LANDSCAPE PLANTING PLAN 24 4. Upon completion Of installation, a maintenance clod of one hundred and eighty Contractor shall maintain a qualified supervisor Po D De 9 ty q on the site at all times during , PROPOSED FREEWAY* _ (180) days is required prior to final acceptance of the work by the City. construction through completion of pick-up work. .......... .... .....r.:.. . ..........s.. Maintenance shall include sowing, weeding irrigation, pruning, raising tree root STREET TREE PLANTING PLAN 25 CONSTRUCTION DETAILS 6 balls which settle below grade, fertilizing and applying such sprays as are 13. Prior m submitting bid,examine the site and the conditions thereof. HIGHLAND AVE STREET TREE PLANTING PLAN' 26 good working order with proper coverage. Commencement date for the %Jnecessary for proper care and upkeep. Maintenance also includes ail repairs, CONSTRUCTION DETAILS 7 o replacement, cleaning and adjusting necessary to keep the irrigation system in 14. Protect this work and the Owner's �p J pro(x�rty from damage as a result of this work Z STREET TREE PLANTING PLAN �Q ' maintenance rind shall proved in writi the Ci inspector.Maintenance 15. Apply and pay for all permits required for this portion of the work CONSTRUCTION DETAILS 8 27 b period shall a adequate to verity plantchra-Miles at estabkst�nt. BASELINE RD. 5. One controller chart shall be provided for each controller. Controller chart shall 18. The Contractor shall carry workman's compensation, public liability, and property CONSTRUCTION DETAILS 9 STREET TREE PLANTING PLAN 28 be the maximum size the controller door will allow and shall show the area damage insurance as required by the Owner. covered by the automatic controller. The Chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not 17. All specifications and Installations shall conform to the details, legends, and SPECIFICATIONS CONSTRUCTION PLANTING 10 PLANTING DETAILS & LEGE ' I-. 00 - P� t legible when the drawing is reduced, it shall be enlarged to a size that will be specifications. ��LANr/NCS UETA/LS Zq,D �o readable when reduced. The chart shall be a blackline print, and a different color IRRIGATION PLAN 11 COMMUNITY TRAIL GRADING PLAN `�'ITT p� shall be used to show the area of coverage of each station. When completed and 18. These notes shall be used In conjunction with the plans and any discrepancies 24TH STREET FOOTHILL BLVD. approved by the Public Works Inspector, the chart shall be hermetically sealed shall be brought to the attention of the Landscape Architect. IRRIGATION PLAN 12 COMMUNITY TRAIL GRADING PLAN 31 between two pieces of plastic, each piece being a minimum of 20 mils thick The chart shall be mounted uslnp Velcro or approve equal type of tape. Th6se harts 9. The drawings and specifications represent the finished structure. All bracing, 24TH STREET c 1 tb w W ___v _ _ must be complete and in place prior to final acceptance of work by the City. temporary supports• shoring, etc., is the sole responsibility of the contractor. IRRIGATION PLAN 13 COMMUNITY TRAIL GRADING PLAN 32 < w < Observation visits to the job site by the Landscape Architect do not include 24TH STREET < < , 8. 8•wide x 6•deep concrete rrtowstrips shall be provided between NI shrubJgrourtd inspection of oonstrcction methods and safety conditions at the worksite. These IRRIGATION PLAN 14 Z cover areas and turf areas. Mowstrips shall also be provided beneath metal visits shall not be construed as continuous and detailed inspections. 3 W Z NORTH KEY MAP fencing and where City maintained areas are adjacent to privately maintained NO SCALE areas. 20. Design, materials• equlpments, and products other than those described below IRRIGATION PLAN - 8 C16A �,upyytt�vTE s�tf�'� ~ NORTH w or indicated on the drawings, may be considered for use, provided prior approval ,�,� SAN BERNARDINO FREEWAY 10 7. Sidewalk la Is cones only. pp De DP governing IRRIGATION PLAN �����7�`�yout ptuN on A royal of the final sidewalk shall be made 1s obtained from the Owner, Landsca Architect, and thea licable overniin the field and adjusted as necessary to meet field conditions as approved by code authorit/. 1 the Public Works Inspector and project Planner to final construction. -IRRIGATION DETAILS Bt LEGEND 21. Conditions not specifically shown shall be constucted similar to the details for /R2/GAT/CSN DETAILS�' "' 17A 8. Application of any chemicals shall be by State lieensod personnel. AN pesticide the respective materials. IRRIGATION SPECIFICATIONS I PROJECT AREA ai hcations regtwe P.0 A. recommeriftl s. 9. Any trees within 5 feet of walls, walks, curbs or other, potentially root-damaged 22. Refer10 specifications in these construction documents, hardscape shall be installed with root control barriers. Prior to backfilling tree(s) LANDSCAPE PLANTING PLAN 19 plantings. contractor shall have City inspect root barrier installation. MAINTENANCE RESPONSIBILITY MAP ABBREVIATIONS CONSULTANTS a At HPW Horse Power REO, Required IRRIGATION CONSULTANT: - ENGINEERING CONSULTANT: ADJT Adjust INV Invert R/W Right of Way j• \ B.C.R. Begin Curve Radius IRR Irrigation S.C.E. Southern California Edison BLDGS Buildings M.C.V. Marwal Control VOve SCH Schedule ASSOCIATED IRRIGATION CONSULTANTS FUSCOE WILLIAMS LINDGREN & SHORT SAN C.M.U. Concrete Manonry Unit M.W.D. Metropolitan Water DtsMct SPECS Specifications SEVAINE , • CLR Clear MAX. Maximum SPNKLR Sprinkler 2014 SEPULVEDA BOULEVARD 2500 REDHILL AVENUE SUITE 100 CONC Concrete MIN. Mlnimum SO. Square WASH D.G. Decomposed Granite N.I.C. Not Included In Contract STL. Steel LOS ANGELES, CALIFORNIA 90025 SANTA ANA, CALIFORNIA 92705 DIAM. Diameter NO. Number T.C.B. Top of Catch Basin (2 1 3) 477-6525 (714) 250- 1500 DRWGS Drawings O.C. On Center T.S. Tubular Steel -i A - fj_ E.C.R. End Curve Radius P.A. Planting Area TYP. Typical R Sip S • F.O.C. Face of Curb P.O.B. Point of Beginning VENT. Vertical / 3 GAL. Galton P.O.C. Poiret of Connection w/ With r--' GALV Galvanized P.S.L. Pressure Supply Line YR Year VAN MU_ A��. Q ADD WA1fZDNtAN BUL�oGIL p�AN TINC> ) tZ fol�-�lo N / t,lP>7aTTC��DSTaND K•R GPM Gallons Per Minute PER Pertaining To Center Line s!tLti► Fes, `7 �toaco slams f7f1��.Y�z_A A E HDS Heads R. RadlLm Property Line 7 g74'�'� r7 / oN� s-:s f. . �. C�1I: �'_r mac-�.,A,_ _ �, T- R- IRYIt�tE G0• I� ` c�rc [,. A. N��6►41 F CG r^ y^10 C� t u Ar, .•�1..• .S/t LiA J. :!V ..� LO E'.f ' I ION MAST D t9F OF SA" OEVA/N� l�•P ZL 'I/ * CHANGE OF �T�EE'C Ti-EE- sell Gl>G ON LANDSCAPE QUANTITIES A,\ �a M LAN 9- 1 PROJECT LANDSCAPE: §IBLIrT TREE QUANTITIES: CjvCO 2 iz>=vlSt✓ M.w.d. tz/W fLANTINC', L� . L,ANt�SC�.P� G?IAANTITIE�i 24TH STREET/WARDMAN BULLOCK ROAD/M.W.D. 0 SIZE ? QUANTITY STREET NAME TR NAME QUANTAi SIZE l r.�sT 4 L� A2�TA/NCS" ALL A,QouNo ,9.c.E. •� P 3 VAULT QY Frv•i .s. k, o' T ALTA DENA LAGERSTROEMIA INDICA RUBRA 11 15 GALLON Q \ TREES: r ., _$ `rQ�' S' 2 /^ 3, HASTINGS RANCH PYRUS CALLERYANA'BRADFORD 22 15 GALLON 15 GALLON 2 20 ( q3 EA CRESCENTA WAY LIOUIDAMBAR STYRACIFLUA 38 15 GALLON cit Y 24' BOX 2 A SAN MARINO WAY LIOUIDAMBAR STYRACIFLUA 22 15 GALLON Q DESCRIPTION OF REVISION 15Y (DATE AM, .CB J 36' BOX $7 4 r89 EA �."N DIl� AS 1 41�1F N�1 I{Eld►�A(i`.F}E�T��1}F1F4� + yrs S ANNANDALE LANE LAGERSTROE MIA INDICA'RUBRA 30 15 GALLON 48• BOX 37 8 EA ..•-a 122 122 EA CLAREMONT LANE PYRUS CALLERYANA'BRADFORD 28 15 GALLON 411111111111111111 - CITY OF RAfCaUAA SHRUBS: T GLENDORA DRIVE PLATANUS ACERIFOLIA 16 15 GALLON 1 GALLO AoA 200 60 E COVINA PLACE LIOUIDAMBAR STYRACIFLUA 34 15 GALLON O 0 5 GALLON 2760 71 oo2EAs R DG B INE PLACE PLATA USLACER FOLIA�''FORD' 30 15 GALLON 4Z' 15 GALLON COVER SHEET 15 GALLON 7 74 v Z NORTH VINES: 2 SAN bIMP,6 VA. � r•w > STANDARD PACIFIC ,:,x :` LANDSCAPE MAINTENANCE 5 GALLON 4 91 9SEA - TRACT 13565 PHASES 1 -4 DISTRICT AREA, GROUND COVER: T tAAPPROVED BY: ! DATE' - # - 0FLATS 59212 84 rv4,5%SF s 1�aNc`( R. PALM>✓tZ �� � ^ ��\�� SID CITY ENGINEER _,. "` ` - RC E NO,_2Z12 A'5LA LIC W LIZ`t .e76 �� E�� DESIGN RECOmMENDED TURF: 38,809 31,060 69,869 SF 5 ty�,,,pOZT-�� �, ��p,NDSCgpF LAND'( LAN 34 Executive Park_ ` v' Susie 1S0 2D4t1: 31,800 40, SF <�ly) 15Z- 8y Z7 �� 9'P j Irvine . CA 92714 - QF�OC-+CSGD�pE >:s00 8,500 S>:) S ~� X2124 �� $ a,ture DRAWN DESIGN SHE 1 --TOTAL NQ O APE AREA � � � • 9j IN CITY MAINTAINED AREA 182965SF / x}.20 ACRES w �f �� �, \ ,� Date GROUP (7 14) 474-4200 1 A 32 EOUESTRIA 24TH STREET idr�,�aCY' . PRLMER ,� `�''F�= "��`�', - 5 CHECKED RCE NO DRcvri►rG NO EQUESTRIAN TRAIL FENCE: (24TH STREET) 32,434 LF �l- 3 -93 \�:r Atm�© DATE -1-L2 59 FILE No Z 3-sz - L- t. OF SHL L 1 - O�- S SHE L'I S _ PM 1, oil Iww - _ IT SAN MASONRY WALL WI STUCW ' . \ O � I BY DEVELOPER at ��'� S VEMCI...E AGCF-SS CTM35 SEVAINE WASH , { Z4" Sq. MASONRY PILASTER r�o�1 s � P � • o � � � y� i - 8 , BY DEVELOPER �`a �� sy ��\° so �1 ♦ y��i � � . sl��,�-� urn� o ® �,� O• � Kl1Kf> GG�JIr�T� `-� �� �• G M.W.P. 50EWAL_K J. I 9 j- 01 J , YP lilQSuttRltttt+HRIFM trluxrrun Clnttnx,llndlrti It \ / I of A%: BY DEVELOPER 01 17-0 moo, !' U '-d EXISTING ' ' so �ti \ 8 7-0 N1s:� - '�, Nil F w . `"��� : c�`C• � Y - 9 FIBER OPTIC I �' ,. b• S�cE * = ' � ZI ' _ Y � 1lE „, , o,, f _ KEY MAP -•-� I �� BUILDI I I �_- GIIU til NORTH �j v Q mss✓ - . O - I b W DE l - b 10 ts I Q - _ - - --- -- - - _fi F o g .--....�." iv I s. E N b• ZZ�C�--- - ~-{.cf 3 V Pl�lN�i _ 1lSI� '" :f=`4 `-'` _ 'moi' , /Jj1 -� �R SECTION It� L_,�,�; _ +� nix J .--lol\,++teeJn1►2�'t':./ / \ n — tii . -lty•r 510'�i !1 —fit- ET! &11W� 9 •- : .43 .+T • •n'.i'° . fi: yp / i 1 \ r t -O � dv �i`-n: .' ►.t= t n. w•+• :. k ' Yo r` iii gyp' ..u-► • _ 5 . ti+'' .+1'''q,. cwt •` `.. ` / / ' I /• I _ ,/` _ •• _ a X..'.'-iiR'-:.i1G _ti'T:.'__._r.'_',•f\ := '_x,�i'„' 'St+'-•-''�.lf '' > Ell o K o a - -N 165 • • ry v N �'1 N N 0 ,,, •f ,d N - - - - N — 'M _4 o ' -o I O -r s N 170 - � '� Vis•• lL 1 uI t u 1 II r _ +�-1 \ 7 t 1_ _ ao Z3'-off 101-U' Id IJr- •'T' I JAI-CJ' ZD O•(T ]� YP)j Zd ZS -o a0 zD 0 2 O� L _ IINLESS OT Ito oT�;r ���s� ► d J CIVIL 6iN�� � �2T y ii,'�T- E=�rv15E !_.E1n:=t' �OTFV °: w YL `�t5 -� r I%�'r'rG I =�- , ���� � I> TED �� p ��: - - —Tuiz� �� i r;yr�t't (SEE ETAIL I, SHEET #9 m yv GONC-P- I� ��1.�1 ► � _ - � 2 STr�-��� 8 C � �S-r�c. j,,�►���y FOR SECTION A A � --� Q 24 TH , n STRE�.T T�!-I�f,I` Z/'r,f �l� _}_- m - w EQl E5TKILA'J TKAiL FENCE A 1 r� 12G� D ��i! ��✓�fes" ri Q w Cf;MD G ,�?Jly"F_ 8 Jolt) JUN I g .� to Atc 5•f2Uc'(U�E �� 5�'��! l C �At, 4' �1.4GC 00 5f 1MP, Pr,aNS, 01 10' 20' 40' D GCN FCI ZE NF_AG ,�� oL.jNE S. ofri ofR . r35�5. PN. 1-4-, gEC0N FC"-EP G?ANITE �2NtL (✓ = , :. .r._. ::; ; 8 - 9q �4 (DYUG. 1372 -D 8 • BY DEVELOPER NORTH ALS-TA -1 +` A SEE SHEE_ fi.zasFOR CONSTRUCTION DETAILS SEE SHEET e� FOR CONSTRUCTION s /���� ' �Fz ��,r�AT±or`1 ����� o►.rl.Y SPECIFICATIONS. �� e [�!,no - �}. , GAS L c,) I= svl-Ir p L.C.J I'+G��•-I�- ( I tj � � v V 1 P44 - I N i S I"'t •` _�h. f �� ( { �I �� 641.+y ' CD,�tj "t� ��1Y OVi�f� FlOI.J E Giv(L• — AGN ��`. I GU;� WAN 11; 140 �t�, � �J�'a� �a��l�-�7 � ��V I���;� .I N ri�i� � i�� ti'i :`NG ���'��-- ?�� "jt li, `-�'T A. C UaUWy &N 8 6 I 1"0,1 CE) zN l��l[.it�i' ( EE ET IL J, SHEET #9 � � 1�y'ISE r. ; R�I� ` 'c '' �) I N►� C 13?'S' r'V'P�I_l.- C.p'p FlN 15 N 1E, 15 ,5 VA WAS _�0�- — ---- 1510.6 z�.0 FOR TION C C ) 3,-01 ��3,� , , / OF _' �-f,4�WAsL PI&O 81� .. r` ,.t � b3 r 1:.�" * Signature i=` c -�, "tcT'�Y"r.�= z3. s ,k-5 -"sF. `Y- lf•.hc3„1+.•.r .3 y' ' y"•y 16 -O Oat 01, IFZ Ir11 R \ � ��• - — _ 3 5` , ' 101 ` CITY o p —• - • r ,}' t7 p,r '"'rc -n'c'r�"'r�`°r'"` l ' - _ •• - - Q 2t _ DESCRIPTION OF REVISION DATE ApPR r _ . o , _ .. 13 __ ° .4 CITY OF RANCHO CUCANf ONGA or �- ,� _ _d ,,I a 10 o ►O'0"K N N N V N — J ! - - LANDSCAPE CONSTRUCTION PLAN ' I II 1 1 I I / 20-0 (r,rr) CV _ II '6 8 1� 9-or �' UNLFss 81R w z Zo-o (r F) ,o C I a Q C-4ci s DECCV;P05EP CAIZMITE T>�A1L_ G Z4 �Q , �`i' ►c bSTEIZ I `'3�°' 4—�� NOTED ` �2' o[t STANDARD PACIFIC OTl+ERvYISE g CU..�R$ � �) BY DEVELOPER a w Q NOT EP � v � 15�5$ r-t� MOLUSTRIP (1-Y'P r: w TRACT 13565 PHASES 1 -4 o , I� JZ q �4��t (.GujR� c qT) e w Q 24TH STREET m w APPROVED BY _ ` DATE - -- - --- - - - - - - - - a U � CITY ENGINEER � R.C.E. 22397 U EQUE5TtRi/>t\1 TICAJL FENCE A LAND-111-AN �4 E><�cullve Perk. RECOMMENDED w OESiGN Q Sulle t50 w � DESIGN -� � 8 , ® � � J.N. It , CA 9271 � DRAWN GROL] P SHEET R.A. !� �� til ,�s ,20o I OF 32 M �!z w/ST�tu.� CHECKED DRAWING N0. BY DEVELOPER E.S. DATE x/25/90 ,,�E ,� 1.35,2 _t SHFFT C 4OF = 's SHEETS - - I Co 1-t� p SAN I r SEVAW I WASH t I ♦ I GA-rcH 01A, I(J C s�� CATCH ►tJ I pr-TAIL -rtlS 5Hv-zrT) • CD O � ' I� S � i O'r�• r •, OAC •. 19 � I I O FAE N 1 : . •� \ ' 'I �I l J IJ O O I a -- -- - - •• i 24TH SJKLLI I ° ' •• , KEY MAP • 1 • NORTH .� t � �tENS.t7N5 O CE) • 1 1 111 Yea • �• VWORK 1e e+as-mvnil"s AiMoQQd fmwor .4-.vb G/Jdrf cs cs '�IM11 OF oeQKwAY rYPE (so Las) . ■ 1 IL/I L I �� ST#� i'r I p� � IZ" �Y111moMoarS (e70ZAS� . . e PHAeI I -`}- �5F-T ((o 2 I C�WG (35 2 1540.1 �+ I )W/,v w,ZL ,W001 RFA E RAINA I � STS M ■ INV o�� �BSU C D �E�EG�N,�D I {����T (PrP/cdL Foca.s.L�) ILIN ■ 3 9.0 5 I vairsvu.Y .4 B G D �' 8 112 I:6&r? r -� '`- 6 4��" a h' CATCH BASIN IZ SQ. PRECAST CONCRETE I (� INV ( OB /Z/Z /Z� /I� ZZL �� CONCQETE SKAL L dE CL45S A•� "OAS, Q _ /1N 36.50 ' P 2 3 DEPTH PERP AN D I 5 6.50 , • ou�,rrsfr Dad/N dox,Il-CEfr as ,rPPaoYfo L 1 T H V�G� I EAST' ■ 4 .4 / fQUdL 6Y INE C//Y ENG/Nff.P A INV ■ �s.o9 - G�°C(G{-t �a`J1 DRAIN PIP THIS sI- >i . y.05 1 3 _ F Iz.4P� ■ _ TC@ 40.4 , >/ _ PERFORATED DRAIN PIPE � a Ds -PD�TL1 � Sh�E" lhiv .11;k7 C FiLEz- S I N I I. ff s . o I �1"A K �-� I N M _ I° viw, 1.15 TIo 1211 i4 I M 4X �W I 'Ah�Y F I I I I f I� N ISI' TU ' 0 ,� Ni�,a'r�1 Gl p . , RA N r- G ITY TAW WTAL CjG _ � 7 � Ini w w 7 I , _ � IGK VENEEK l� ■ I INv - 3 � t,vW r1A6on�( J BY DEVELOPER 37.53 I _ , BY DEVELOPER _ iA A I-oh b - I I 011 M 111 I �h I� E f'l l Y1C� W w M A h►2Y I••AAu. ;, P R t�� W BY DEVELOPER EtJT�� "`C4a7� 5E� 5I{EETt 5 6 rr�OR17EtA1 Z , z B21GIL v '�j Q ENE�R I'V�5or1 pz-r w ,� BY DEVELOPER I� W I � � -� ,r T N 1� 1� • - I 36.50 - - � INV BY DEVEL..F �R �E �. � 1'l.. p �, I � 38 NEED L50-TH SIDES 38.40 0 O 5 - E 5 tl '� � F E5H ET 5,6,7 p _ ' I'537.4 r 4 ' BY DEVELOPER ��� DEZAIL o I 1 o _ o r W 538.`I z I + INV. + r• T 40.4 �J C / �• INV I . mss, - - 1 ..v .j5. i y iIv ?� A�Dh la36.5 v l a Vgw-T -,�. I N _ ( 8 BY DEVELOPER F IJ E os / .Ss P - - 3 !N i�LT'�-•R Gt�G 4�. - - F 3 1, C BY DEVELOPER Q A �IC� I f 4 INV I T 4 , s 8.90 , ; p INV 0.40 - 1 u�v' �o 9J f' rD12 PrA H ?if 1 Ioff 5 : G GN AS LSMT c (TYF IGAI-) ■■■■� WORK 4 -- * _ )1-l° _ ■■■ ��,. INV N , - I TCB 40.40 / ,� " s: GI IT-1 PVI& INZ A 30 1 sQ MASONKY ■■ �■ ( is, 35.93 Q 0 I 1 9 PILASTElZ • (TY' P WIN INV 'P�i 'rl,lt�� I \ INV (7� 4 ,�1 -� 36.5 I INV 36. 0 BY DEVELOPER TCB 8.46 INV 3 4.134 SEE SHEEN A 7 a gFOR CONSTRUCTION DETAILS IN ii�i.v „ . , CGRP E THAI 3 .63�, I •Oi o~ ,� - - 36.5 G DEGoMl�SED T L se.so ■ SEE SHEET ,n FOR CONSTRUCTION o 38-46 IN v 00.46 � SPECIFICATIONS F.D.L. I -� I T•L 'o _ •�. '- . _ r INV a O ■� -4 f? 4 P 34..4 _ �/. GnNG� �� �EI� A o vI 8 INV INS'rA32 ■ LOW r on1¢Y ■ I Zo o�'h'R� LOW N "Rr ■ ^ EQUESTIZIAN TIML FE?JC..EVIIucT�e>'F.WL SLMG w4 LL AROunlD S.C.E. BETA Vi/A11.. ■ IY11I'Y> W�L� 7 I " (� 8 DESCRIPTION OF REVISION ��' DATE Appy. CID *- ■ 4-OM loll'-o" =O-pN v UNLESS - PRJMIIRY 6-im WNL�,S SNF�TS 5 7 ■ BY DEVELOPER w ■ - o' CTWERW45C a ■ D " r4oTED BY DEVELOPER o� [ TAI ! w a = t , - . Z ■ tz] 8 , irl ■ z � ' G - � CITY OF RANCHO CUCAMONGA `1i t � I1, I w � �� SUt�SUR-�"�-� �iK�� ■ G - N r M ■ I� slur - � 1-12 � �, I - - , 5HR�1.5ISI(D U� rvION� �`� , LANDSCAPE CONSTRUCTION PLAN =t11 ��� w ■ DYtICa -135 ■ !- w Q w r ■ Q w STANDARD PACIFIC 214'VB�Uw-�o p2NRAC ■ DECOMP05ED 2ANITE cn G G TY ■ c/) VAN DELL�, �5o<-, . � N� - 400 A -4 SSE S�EETg 5, �0 7 d�IQnARY Sly►�1 V1/AL15 I QL 112 I `GA. 7I4/4-� 1 TRACT 13565 PHASES1 -4 F 15 EGIH N Its CJF DIr.COM Fb5l 50 �A1 rr5 FOfL- DETAILS - 1 BY DEV ELOPER E+9-Ur1-4 4 �'IZ�1- APPROVED BY DATE tilo 0' 10' 20' 40' CITY ENGINEER R.C.E. 22397 .,. DESIGN LANDTLAN Je t,cecui�ve Park. RECOMME Dw R.A. sure iso DESIGN lrvm• 9271 ' DRAWN t ' SHEET ` NORTH •� �'�2-Q� i GROUP 71� .74-,200 \ E.S. � , 2 of 32 \ CHECKED DRAWING NO. 7/25/90 J.H. DATE FILE NO /3S� 'L. 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I� NOTE' CITY OF RANCHO CUCAMONGA w ll f'L�N �I PPRO�,/s4 L 15 Fbl4 F�OC�O BALL '� w C�I I wtvsrAvGT/GW ~,o AA rAS' rEAS-r of � �al 14 LOT NUMBER TNS' F-4000 AIALL CONSMOr-7rICIV ONLY LANDSCAPE CONSTRUCTION Y� AS Sf+/olwW av7?5/EPLANS. WARDMAN BULLOCK ROAD Q °I 1615.6 _LOT ELEVATION I \ A! D SCAP E CoivS TiKvGTIo O �DD17TGYvAL � U� r,m � ,, �,,�, N,a B , Foie wwcOn�v Bul-e-0�= � �afl ` � PHASE 1 4 W v< W� LIMIT OF WORK -rte BEy � To �� �RE��o� ° ��, p•y2 / STANDARD PACIFIC TRACT NO. 13565 � i/o APpIRn�E.D L4IVOSU►/�'E±< PLt4/V S. , G< PROJECT AREA ---- RIGHT OF WAY APPROVED BY /`}" DATE 1 '\ CITY ENGINEER •. R.C.E. 24953 1, �o t o r� rt. DESIGN fa R6C MENDED 24TH STREET 1It 1_14'�� J �< , ._s� �, DRAWN NANCY R. PAIWIIZ, A.S.I,.A Pi KEY MAP Lp� PLANNING•LANDSCAPE ARCHITECTURF Fy` �-A of 32 NORTH _ CHECKED NORTH DRAWING Na. Nr' ,601 Cnmritht Rovd.Suite C•mine,CA 92'!N•OIQQ�-140, I 1�1 I L heej 5 7A (I; c w - - - - — mw z ? _ J a = U Q W Q YARDMAN BULLOCK ROAD Ig roo ►9 +�� 14400 5+00 71+00 CENTERLINE SL Z s ■ GUNITE SWa.�E, 21 WIDTH CN•I•G.) STA, 15-4,70,00 _ SUN I� SWAM:, 2 ' WIDTH CN•I.G.) �°" , T ■ iiC m Q �� yb' SEE PTLS. SHT. Z3 This SET-, ANS ■ SEE 1 l- SHT. 23 TH►5 sG� �,r�p 4'•G Z QIPE C>r4NN THF-U GUI�P� (N.I•G.) ��� �� ■ -� .J ■ SEE DETAILS sF4T. 23 't'H1S o `'�'F y�J 7Vo �" ST• IMP QLANS 51}T• ZP, VTL.15 `�`� J �r�.//G'S`r ■ ■ ST, IMP. Q(.AN 5 6F- T. 'Z P, DTI--S . ST. IMF'PLPctJS SN?,2D, flTl-•S. .. I tl - M b 4?'�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - � - - - - - - - - - 9X� - - CURB - W ■ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NNW - -i t l� — W 1 sTUFETL-1&PT sTA. I3-tzI 1'A. -- -- -- ---- i r - -- - .. I . �" ' ■ UY r :r: . . . . . i+ �. . . . rK. I .. . . ... -. . . . . . . . . . . . . . - . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . ��. . . .. . . . . . - . ... . . ... . . . . . _. . . . . . .. ter.►rf r.a. 'r. ` . . . ., . .f. . . . . .. . . . . � ' ' . . . . : : . . . . . . . . . ..:x:......... .. .. . . .- . . ... .. . . . . .. . . .. . . ar�+.r ' W ■ . _ . . rr . . . . .. . . . . . . . . . . . . . . . . .... . . . . . ... . . . . _�.•.__.___---C3rr :_, ' ' r�" � . . . . . ' t '. . .. . . . . . : . : , . ' : .. .. .. .. .. . . .. . . . ..._ ;;y�•�- rrrr Uj r �:. _ .' r rrrrr - rrrr - 1 > ♦ I�' MATCHLINE Nrrrrr♦♦�+r::��;;,i„, i,;. rrrrr � � � IL 42 ♦♦ ♦ ,s OCiD 40 14111.0 ri�,3 ��igq.(o 111 . � iN ST�� GO>�-E�'-rK I(�10,? - 1(0 .0 � • • IN SCALL GO�L�'P��-K 'P�'DTl-• "A' SST.4A 1�9n.• ,.A,• sffT. 4A � 1 • • Y II 1 M L S NOTES 5 1� 4A _. � T w . O m wQ zz J Q U Qw . ■ N BULLOCK ROAD■ WARDMA z3t00 z4 c?o 25?0o Zv+oo 20*0o ai+cb z' 1-0 CENTERLINE I ■ ZA4'1� q .� tit xS'�T/mpmovEMF�T4, ,rir�A FOR Ws}1-1-, S/DEWALKANpFCURB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\_ Y - - - ffA. b f-A . O • i • • • - • ' • ` • _ � - - _ _ 1<4� _ ]�S*+w.R.1�s7.11►�wal�1l A� _- _ _.. _ - __ _.-. __ _ _ _ _ - ___.�� w M' —�t71 .7s• - w MATCHLINE N' ,5 ,4 t3CE) 10 � O �oo a CD ifpl�•� I(olq,� Ilo7�.q ILZ4,� LEGEND PROPERTY LINE EXISTING LOW CONC. BLK. ./ STUCCO WALL -5 ev_ ST. IM•P. PLANS 5H T. IRA � I QA —a---- EXISTING HIGH ONC.BLK. / STUCCO WALL -GF-EsT IMF &>�iN� PI�N5 6 H T IgA C ■ �..¢• EXISTING BRICK ENTRY WALL (BRICK VAN ITER ONS I 9 PER DET. E AND SPECIFICATIONS. -0OSSLESTONE RIP-RAP,2:1 SLOPE ,PER DET.'A7 SHEET t I SAN ;Ev CONCRETE.SIDEWALK (N. 1•C.) •� SEvA1rtE ,I CITY WASH DESCRIPTION OF REVISION DATE P. APP R. A PLANTIN U� AREA NOTE GLENpORA DR. I— CITY OF RANCHO CUCAMONGA PLAN APP)ZoVAL /S FOR FLOOD WALL w CoNSTRvGT•ioA1 ANO AAZEAS EAST- of _ /ol C14 LOT NUMBER �� F wAcc co/vsrRu��avoAv�.r, LANDSCAPE CONSTRlr1CTION cn 1' o AS SgowN ON -nvg PI-AADS. 2124 , —' WARDMAN BULLOCK ROAD Y 7l�/3 /S ?TIE SECoNO A� ?WO ALt�/T/dV�L Q ��I 1615.6 -LOT ELEVATION �,� ,. � , — ? A AA10SGAyaE COA1STRuGT/ON SNF�TS PHASE 1 4 w �� C yA , 4>>) Fort Ws�eoM4AI 8uLLoc'K Raab, = I\Z ■��tl LIMIT OF WORK 7b S6� A,ranE.0 To 7;/P- eeEvIOUSLY STANDARD PACIFIC TRACT NO. 13565 I�Q PROJECT AREA RIGHT OF WAY �4PpRovEp l..AIVASC�IP�/vc .4NS _� APPROVED BY `� �� DATE l ; I CITY E N G I N E S R' JOL o'i� I R.C.E. 2495,3 I-�- .— - 24TH STREET, : .� , DESIGN �` � 4 RECO MENDED f — � - 0' 10' 20' 40' 1. P)2- DRAWN 2 DRAWN NANCY R. PAI,MGR, A.S.[,.. k� SHEE.1 KEY MAP _ 1-0W PLANNING•LANDSCAPE ARCHITECTURF �`_� - JIL . 413 of 32. CHECKED DRAINING NO. NORTHNOR TH .. N� I7801 C.rcright Road,Suite C• Irvine,CA 92714•(714)474-1400 1 '� -7 2- _ Jhee-� Ig OF �- . � r. . 2'x'2 fir► � �� Y�-}�,� _ Ix AT>ort CtQUrtrf I W--p cot o) 6m PZ10 � 41 �R�E- r'1a.vS r'1Es, w= PG►o p We r , 5. =T I,I''1 `t� 22q x �,,v �f G�1LII� r.*`ti 0 OF valor. -- s T-rrlC^ SttuCtN�+- ext` ;- I , SECTION Al6. �-�- /4• sI'-O'' r'' - dr 10 0 �v r�o wry G v= fp Po aA&T' � °• _ _ cow,le 5 L L Fo►Z Al i-+ , !�r lt1 66V.O H1 l , ` a _ — r fp5c�r MOL,vhl� C= >�z _ Jnr TIIW�i 1w rwl 02-5 . b'' _ it _. . _ (1 ► 'Com"`r2J Fi "'� _ - - -- i- r �ir'11� tzrA -1a1.-�.- -- I'I -1S IoN Go tiIG Rte" P��tG. . _.. B ___ _ OL I 1 tI _ SFS VIF . R•� � 2,-o" � 4 roww�. rYy,car , �cT � w IL +I = 00 ' N of 4 00 00 . �S ver Pip- cl r0 N i4H GAF s ItiE 14 10 1 -4 GON'fAC-f G P:-* - Go nc.a 13"'c Dt vro* � :✓1G. � ' �34SE jALL y")� ��iT�+ F^ .o \1�x6E �2 SWAY 1 AIJY kW tl Get-: Go("1STT tl.A 115 - TUrfxa►�1 ARI?1�►' �'11'S 'f•�'fiAT �J401QI A,KFAle ' NOTE: (Ioo2) L02.+-Ivlor,3► RD oNI.Y� - �SAS61 PVrA1 L_ -tai 5 ) �� YET -fix I� r Mani► M C> C� To �� w l OCAWL.P W A-e D���►� �r1 ,�r,�, ''x�" ATE - R VEt.� AT i�"oc. MIN. TWO(z) Ci: PSR *ILO 5ovN Rote n Ix vv. ML G1✓I I M� ^ o,r�. 6900r-ALL X42 NIP�t�I U (2 I ti 1054�'�z.vl► �f��' GOF� 1-U 1 �• VAN f� --- (gyp oN �t-�p) 'N''1� IK� _ PR I an vt! • MITER ALL PRECAST CONCRETE MOLDING CORNERS ENTRY PORTAL - SECTION A A ENTRY PORTAL - FRONT ELEVATION B ARF ESSi N l �IV�� �I �r �'-0'� ���0� P�R}�'I-tP•`( � �O I� �.�./ �, �?c/ . "1}t►a tical w%��1 s�gna{u2 irtc�oar�cs �` _ SNEET 9 , 11 �il SFG � 2 (i �o �� Qr 2. �� alu c� ��� �� _ � �i �. I � . �It � O� �� ��4aI�J~j � ��•,� •�- 1�,.5 Lo ELEVATION � T�P { TSP, C�r15T100 Q S13 ue�wgl Ih-for�citca•1 Co►iq•r�t� In SEGTI r� T�15 * `f l P� O�E�. •r1b WAcLL ( ( �t4 RV CT V� Q I * Si a-Are �► "E E T �- O F TAS ( - ( 0���+ t�b O T� 1F pQ71-is a�les�a-Ih;s s�1uf ohl Dat e R'F` 1. I^�'rl�� �fA V cai CVL. 1'1 r'1. OL .... DESCRIPTION OF REVISION DATE M f 'f• /IPPR. a � 16 , CITY OF RANCHO CUCAMONGA -rWS W�-L iZ'�►Y QOM o _ A.►� { WAL-� ++'AT AAJOIW5 A R*rA't CONSTRUCTION DETAILS `e STANDARD PACIFIC TRACT 13565 PHASES 1 -4 .� RTA APPROVED BY DATE CITY ENGINEER R.C.E. 22397 DESIGN L f1CV l) I'1 cv `J t .OLL eve Nark RECOMME N E D hE�AI� 'si' J.H. DESIGN Uvine . CA 92714 �yy �+e ET 9 D RAW N R SHE E � � f Z! A,W"Y �M A+J � GROUP (7 1 4) 4 7 4.4 20 0 32 It�S L R.A. 5 OF ENTRY PORTAL PLAN VIEW "A" C ENTRY PORTAL PLAN VIEW "B" D `"�` E.S. DATE 7/25/90 FILE 000 DRAWING NO. MILL 1 56 U 65 6tit_ t_ Is QpF ESSpN4 ' iso- 1 LA q t �. 1 , ` aw 2 '1Th,a seal a��t surt indca�cs � ►Cs•�x +sila': -for and urt� �s rah 0 vIEW 'A � $ 43 � 4,uc4urgl In-For►'ftJ;cri Ca•14q:vtec) 11'1 2-y on *Is �. ��i ►illy I�G�Fi- • - - rgrc c �� 0 OF CAl1F 1 of 3Z QTS W SECTION b 1 0 Y s, Z e - I �_�Z - AGN E • _1 D,G• EA, A' �Y I N J - 1°I�EGAST - b1111 Io ENTRY PORTAL REAR ELEVATION PLAN "A' E3 x8"x {d'CM _ - - U hl'1OLD 4� r l '�- _ . _. N per,V p• e42 ICK- v�N5� ov m - = a �'-a+� C�►t-moi- wN� � _o,, . N _� _- , - , .�_._ �4- I�Rz. tet- ��i-oma• OF . '� � _- . • �.w c ) ,wv �� Rola _ j &O Xex {d' $XI< WAU- N ICK �tI��Z d��•• ��lP:}¢ _ i , 1 IZ IIS F1 14;+4 G pE -_ E—Fi rt �•-Fitrt o }- - t. �I I r►LII 1 r F I _2 ( - I 1� NARY• _n PORTAL COLUMN SECTION C ENTRY PORTAL SECTION D ENTRY PORTAL SIDE ELEVATION E ENTRY PORTAL REAR ELEVATION PLAN "B" F oft•• _st. rrf5• 3`1 0 1 Ind Mr dJteW"t *O�T w F0, *2 Toll +� 81-0" 3'-0" 141- OIf 3:0� g'-011 Std,.SEIDF� / # } �t►J� AT rw,sops.,, - p -- ed FoR %a To x 9 e �--1/4 1/t% �Xpf�1�4{ON ' O' Si nature Date V. (od FoR % 10*4am-0 Got►�c - 0 D% 6j FoR V 81 OW 91 O W 0 `ti r 1,-tho•!� D' IOd f aR �10 h e a�SfA sy ams w a �a4T 1`tl'• Lao' m4o� 2,_6M � w � DESCRIPTION OF REVISION DATE SPR. 2 c� 3o'a ��� � G'' F�oR]Z. f2ngp 4°J ►. , � -� FRONT ELEVATION i MA5 �K st•rowN �►Z t � A 30" s4 oNRY ' CITY OF RANCHO CUCAMONGA S (ewrelz MAg tajl.:' _ P1LI.STE1C �w� Jo 2yrT, nP � �, �:Is CONSTRUCTION DETAILS 2. 140121Z. �4?L. e Top itP007oM •i STANDARD PACIFIC ,loth= �'`'. ft*- �. TM� � � 5 ' �,,�-r q � �. T• roccoNT-�ZuGT{oN {wffoF. TRACT 13565 PHASES 1 -4 APPROVED BY ATE R.C.E. • — CITYENGINEER X2397 C i J4 tae�utive Nark R Ra-667 i UESuN ) EC � t11 v 1 _tvN Il - — J.H. Suite 150 'sb'O �rv1n A DESIGN e C 927 14 DkAYti'N 1 PLAN VIEVIf S H E E 1 R G ROI.I [' (7 14, 4744200 32 R.A. 6 F 0 REINEORCEMEN i DOWELS O EXPANSION JOINT DETAIL H REINFORCEMT. BENDS/LAPS I ENTRY WALL CHECKE `' 7/25/90 DRAWING NO. E.S. DATE FILE MO ILL .I ff Of �S J � LI i S 0A 1 b' �� "G. PGI PCs I& �" 1�' 300+ pe 2P toVZJ . TMIOL ce)& ToS � -q - y Q 1� -- _ Q�i � ' !�'I� -I I I -ti f; -� ----• \-r f� .y� coe ' s► J / \ �..�e O t ; EV ' GC' t7.,b cofpu � CiON�.71 IC.p � � TT Hca`+ ) .tom. �� 1,41 • vu C* 1 aP, o lX WNL 15 �� s �d 2 �N� � > ao, awl N HFA 1. s ll ' _ Sod S� TNIcT c A0d � le ur�germ v CojG. Ftt,a<'T40 C6 "a-ce. {.¢cv W►�,o►�RY o� IBI 1`•A"J• 1 N 1 s 8� }�•>� "?J Q 0 ^f r, r.#.csa MKS %er F-W&Na hs W19rW A* w,r*A #W0 ru- W10 N p-� T�� pvrlolra�l�, or �rlc.N. FOOTING PENETRATION (A) DOUBLE CURTAIN REINFORCING OB SINGLE CURTAIN REINFORCING C STEPPED FOOTING D %WLL -10 Mir, G4. M►�•a1 ( _ Int"ys�I -o 4 E we E W- aEE I R•E -o w F114" rND Of WAI+ W MI25 2_ a _�• _ af-►,IMir NOTE: - ` W�� 'b)L �� CONTINUE CAP, Mf01.1; no*t-�• >+►5Q I b OrG .. _ CUT CoWRETE CIDP ANP wCUrr�I�7u co F c M ± IZ rrrx 1811 +- AND MOULDIW4 TO _ - T _ TH - _ ,�I I T I; I ITS 11C HIE`1E SMOID I = i T I 1 .. _ _i i z_� I 2 0� .1 ��IG'I'• L ���M� �r""'�� N 5 T _ � _ ___-�---- _ _ _ -- -- - - -- - - - - _�_ __ --T - �•�P• TURN -- _ �!� owl W,- f'L�l �X w� MAT�-+21 A L, A5 - LL - ra,cv , b"xo G� MOV.71 I& - � I-- + • r -I 1'. I=T IS 1✓ L s. I'r O I� I f riDL 7ri11 . bNGT� ITv A sv'so III I ; bl Y L I V G0PVT, ..� MAP&11 --¢irfot,lve r 5v Nv Lttt!'-�C� r.l rtN DRlrs"r►�D PiNI�-�t Iyt ' r tv;r - FRONT EVATON E,-.r M>rrr- , X8 5 R R IG K B Iz CIK oC 4 E�C TOWN rblc •t�,~ 5 �Z oc, ve►�r (' T'H I GI'' S'1-U1�0 SONTAG = To m �' ►r+-� ' T w/*�t t•foKz•@ter r�ilr�#6oTTar'( I ; FISIh� C., ' DC'S `i�IrYi, II IIS �, -__..._� '� _ 240 �• t�t.o �'Ept� fti►9r�1;IC f 4' i Z�M \9 -Z TIX�.O h�AZ, 05'1 I� 211�'-b�3 �Clef�ul►�• �- fly �1/12x12. "Gf�-� 5 �t +E1h Q 'ai .G UW- leg, Pb�1 fYs +nu iN Go . 5 b,,oG inn• 46 Wl *A- L.onG F'VW VIEW PRIMARY SIGN WALL E LOW MASONRY RETAINING WALL F WALL CAP G GENERAL STRUCTURAL NOTES -------------------- FOVNDAT IONS RE I NFORC 1IVC3 STEEL pENERRL -- ----------------- 3. Grout shall be freshly prepared, uniformly Mixed and composed of the ---- 1. nll reinforcing steel shall be deformed bars which shall conform to following ratio by volumes One part Portland Cement, twc• parts a 1. The general contractor shall verify all dimensions and conditic+n- at 1. Foundation design based on soils report, by CHJ Incorporated 9 gravel, three parts sand. Sufficient water should be added to Pe 0,Jn the ,job site and shall be responsible for coordination of all work Job N'a. 86944-3F, Dated 10/8/86. P the standard specifications of ASTM A615 Grade 60 for A4 Arid larger, produce a consistency for pouring without segregation of grout L74 and Materials including those furnished by subcontractors. He shall beam ties to be ASTM A615 Grade 40. constituents. grout Mix design shall be desigrred by the testing notify the City of any discrepancies or inconsistencies prior- to 2. Footings have been designed for on allowable soil bearing pressure laboratory. starting of any o work. of 2000 psf N 12 in. below lowest adjacent grade. P. Lw hydrogen welding rods shall be used for all welding to H1TN Irl irrw �/ •\, reinforcing bars. 2. Where are item is identified by a trade name the suffix "or approved 3.All footings shall be placed in undisturbed native soil or approved 6. All cells al be solid grouted, clean out required at openings at bottom of all cells to be filled at each pour of grout if poeir- W ' 3. Reinforcing steel shall be spliced with a Minimum lap of 40 bar exceeds 4 ft. in height. Vertical reinforcing shall be held in equlvalent" shall be implied unless specifically noted otherwise. compacted fill. ,- _. -• , diameters in masonry and 30 bar diameters ire concrete except when r 3. Except where more stringent requirements are noted or shown i n t he 4. No backfill shall be placed against restrained retaining wa 1 l s until shc•wro or rioted otherwise on plans. ' position at top and bottom and not exceeding 192 bar diameters. * �, •ap ^% -• plans or specifications, all phases of work shall conform to the top of wall has been fully attached per plans and wall has attained 4. Grade 60 Rebar shall be 7• All opening ,jambs, heads, arrd sills to have two 05 bars Minimum. = minumum standards of the 1985 U. H. C. and addendums. full. design strength. The contractor shall shore wall as rPcluired preheated + when weldingg, as prescribed by ANS prior to final wall attachment. D1. 4 far various size bars. pp 4. Nates and details on structural drawings shall take precedence over OF C� ` general notes and typical details. S. No backfill shall be placed against cantilever retaining walls until 5. Electric welded wire mesh shall conform to ASTM A-185. Size shall be has attained full design strength. as shown on the drawings. Minimum Laps to be 12". S. Wherever continuous inspection is called for in these rrf•tpn sroch 6. Dowels shall beprovided inspection shall be performed by a Citylnspector 6. Partial backfilling of retaining walls may commence with written sdeter at construction ,joints acrd shall be the some approved by the governmental jurisdiction involved. approval from Engineer/ City Inspector size and spacing as detailed or N3 g 18" o.c. x 3r -0" long (minimum) . CITY 7. Reinforcing steel fo have the followlnp Minimum caveat DESCRIPTION OF REVISION DATE APPR• A. Concrete against earth (not formed) . . P. Concrete against earth (formed or troweled) 3' CONCRETE C. Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1/21' CITY OF RANCHO CUCAMONGA -------- D. Slab-on-grade . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 CL of slab E. Concrete floor slabs (formed) . . . . . 1. The minimum ultimate compressive strength of all concrete unless • • • • • • • • • • • - - • • . . . . . . 1" rooted otherwise shall be 2000 psi at 26 days. Design of mixes shall CONSTRUCTION DETAILS be by an approved testing laboratory and signed by a registered engineer/ City Inspector MASONRY 2. All concrete of greater than 2000 psi design strength shall have ------- STANDARD PACIFIC continuous inspection by a registered City Inspector 1. Blockshall conform to standard specification for hollow concrete mason A Masonry units ASTM CC90, f•m ft 1500 psi. All Mortar shall be Type S. TRACT T 1 565 PHASES 1 -'T 3. All concrete shall be "regular weight" unless noted otherwise. All grout shall be 2CKKI psi at 28 day strength. Grout shall be placed at maximum 4 ft lifts. 4. Cement shall conform to the ASTM C150-71a, Type II and aggregate 2. All Masonry rebar shall be Minimum grade 60. APPROVED BY DATE ASTM C33-71a. 5. Location of construction or control joints must be approved by the 3. All masonry shall be Deputy Ins CITY ENGINEER R.C.E. 22,397 P Y petted (See note S under OENERr>L) . - , - Structural Engineer / City Inspector if not shown specifically on the drawings. DESIGN l N[V U f AN J4 t xecu�ive Nark. RE CW NUEU 4. Cement Mortar shall be freshly prepared, uniformly mixed, and J.H. DESIGN Surle 150 G. See mechanical and/or electrical drawings for location of sleeves or composed of the following ratio by volumes ,One part Portland 'Cement, Irvine CA 92714 three parts sand, and not more than 1/4 part lime putty unless DRAWN ^ O� ^ $"EEl holes through foundations. (V_�J\ �) �g�,+`_ . '41r - otherwise noted or specified. (�'' R.A. (7 ts) 171.1200 7 OF 32 NOTES H CHECKED o �TE 7/25190 FILE ,� i3SAG-�° O. STRUCTURAL CSF- Si l S iK9 PV c R'A's,– ,-- - I MOUNTING B?AIKET � � (vX � GONGRl�TE TROw�t- IciNyft WA(.L/f�NC.� MAT GrGGuR FIN15t•t b�ApE ( ,IRF/ �,, ( ►�L'' t�DIUS GONERS IkTE"AL Ft6T M M 3 '`DU`M. G►'��✓ STEE�PPE HE^DLR tRuD �Re,�, i q\ cJ1P LIF EYMY Inst �+caDG> t.GrJt'f� Nv ' I '— rim GRd.pE �}I�1G- D F' ' I l-y� S iEL'l. WFL.GED FINISH C�2ADE - _ c`t�-p� � rf� w/ ` •�0 3i1�-fN �°{-�. 9 Ea, D.� Ti��' L_ Z5 1` 1 (C2�55 5LOPc� M -� .G �. --- NOTe . exe' rosT ,a�lC�brz�I.T ; �,�-T�. w�� ETo t�Pte. Ttor�l Pah ��-• w I C�"`�t - – VZ MOLDED �4 - F14C1/109 I/1! rReMLDEp A:- AE _ o - E pAl�! IDN •r C7- n 2" X b" PY R.AIL• IfJ T r' b e ,•: • - �' �: - EXPANSION �JOi _ . X S JOIN1 A O (. C =�.ON�1�5D C�RAhllt� T >> • , `r r' o: . •. ' •,, t1ttCRE' s�p►1bGEr.1T 2 I ��p; `t oo• c•° .o . # 4 , e ?0 WAt-I- GoN'f. !— O -fl p m �W� ?pica' -R�s'r AND — , . - - - -__- I — - II ( _ -�:1 -- I) P►rOVI JOIN-r5 O I I i.� DE TSL T ra qc% A,LL- Qv1, roSTs L..x.ATw__D kr GLADE= -- _ I Io'-o a, t� Es o f PI RZ: N P _ t. I i O.G .'t'`(p 1CI _ G� L POST-6 � OHPi Mg v I -1�S FV 5A R CONT. Cx PrrSE v RIJ th, i �' C� �- n.►.HL""aOIL, r - o g` - 517.E to � � 3 rim - tI crty MAINTAINED AREA PRIVAIVI y MAIN'rAINEp ARC7A a011=Y Eft T CCN(,� "s�- • • -� 11 OL 1s►�r-OuEh TEtOtt. c• 1 G�'t�� ►W ' `t hrr) vYV t c%.: i✓1 ✓i f iN iylt b1�A pL7 6"Flo" c�reT>' + DIsR 4' 4' + E I L:GoM POS E C- �N i'I S{�4LL GCS NG R�i� r,,9 DE GO N'1'I i� VD V�11 T H U •!AN T A I L FDNC, M �i TNIGt�Gi°�-v. T �CcE�T W! fi�-P�{I� t gay.!N�jT� t�.'ll NCS O� j'VAd,I� 5E "IN1 M LIM ���' I I i 5E Pti-oo're w�11' �t,,i, L� GDM P/4 G Erb To 9 D �e . T�-11 s �R �Nrl NWU5 Hr.-D�IZ N"T- T"o r-QF_, D Ai t- ' ' pEGOP'IP05E� �, ,y GONG. 1°I�TN G r >:Y o AM Its TWO U 1N111-� I-t ' .r-E. Gig� �^-t- �5 fo rI t F y%��r+���r • �1..� / �. ',�' '.� •� IN.IFDENCE RY'IDURlTRY ESTATE LO. OR �jM� -CI)O{�E G,C�r Pla-ft''iE-s2 1 �� I • EQuAI. A5 A�ROVE� fel' LANDSGAf'E >� (7') •1�0 u�-� p�•lf-1T' �S. �i R�� oN ALL frX}05SD �D6tt� DOLOR DY CITY ?,eFRF-5F Kf T1V-- - 5MMiT ., v� C,oNG"M HEADI=R- I ARCH,TELT �a`-t' 1r'1� �clopezrc>R EQUESTRIAN TRAIL i-0.RN 1268 SAN JUAN CAP15T1ZANO N.T.S. A N.T.S. N.T.S. N.T.S. BEI WE EN- CAl1F gZ6`13 c��1661-Zz3� h- �� ��r�# � �r��l-Bot-L� I..ar.�Ci-IoNS EQUESTRIAN TRAIL FENCE • A STEEL BOLLARD B DECOMPOSED GRANITE TRAIL C CONCRETE HEADER MAINTAINED IAREAS RIVAiELY D 'ru2t% �►zvu�d �.�1r�� 5� I.a-to+.rF I�� � �� of �w�.l� �� I� � ° • oo o . • e•., . . !'1EDiUr1 cr'i F1NiSr4 Tulzr f3L_oc4< U STT TFAI1- (F''E�1JR1C11�AI� To pIREcTIoN OF WAI..�C �D 1iJ r' s TROWEL FIfJISN I '� �� ns NO. b ROAD � LEo Z -TURF , Flf��-� �iReDE '` �)N - _ �II + _ e -�� �o a - a i -t'lrh.F (T 1,19S Ha _ (C-jRoUNPGOVE AREA _ . • . '� ,• •.• .� '� �E'TA1t� `t"�t� SFf� .� ►{1��1{=�`} J� ►.I; _iii {��� - l __111111 -ruRF T -_ - _- . -_ , "' ,�; . O� UIZ 5E - "t PCOM PACTEp < < � �� - _ 5tJdG.RADE40) � —_- -- - .off o ► e _ _ - -- •,.,.,,. �o�N OR f �� " i ��z t �. t;i� � ��` ��I�� il�� �� �i �, � 1`ID 2 � X11 #L .RDADBASE GOhI�.RE E - WEAKENED PLANE Jat�1'f stiI .z ..t! II U1` _-_ __._,_ 1► --__ 5t0 .1v1►J LnMPAG't' S�6'C I � .. 1'�Cy� -N �i�i�LT �%(� G�iIPJ� 1 � =�=��{� --� d 5Ah!D N — ON 4 - 4 - �� I/ R I/ R TUZF SWCK 6'(: �'S D G IVE {�� 13LOGK i Anto�E sr rrY #�EPf�S�T TU � 1 ole AL u 1 � � . . PEQMA COSI GRE'f� j!(?UAL , /� PRF OLED - � M , O DAY R E XPALJ51OW , • _ c' 1249 S Jp1uT wwERE ADJACEWT - - -_ 1 • - I ` _ RI SIDE ,CA1,IF, 9Z'506 4" Vf�r MFO.SLD 6�NITF_ To IwAi, --��II kik � � .I = � + � ' I � '' il� : _ i. _`,,1�;� (714 G53 - Il57 G OIJT. �.-Gj iohl Q WEA<5WP PLANE AoT- : )WHFN NS i5 f=oRTF_ +W^prrt NO TURF CALLED - _ I 5 WITH FILL KLEI.I. TVIr� T�'� \YlPr+lyW of V� L U LGA OF io `1lMiGI.1EYF. L Ih t,-rE�. �ELpMPPSEP G,RANITE,WHIGH i� 201 O.G. TYP, 1�le�I� coLp JoINT5 oK. WEAKeNgo TD 6E FLUSH UITH-fbr0P 'rLJ�1' VLDGK-• PLANE JOINTS SHALL_ OCCUK ;VROVIDE 4'OF P4 OVER THE TDP V 20 OZ. MAX .T.S. E EIeY X • N.T.S. H LOLK E L' TRIAhI TRA)t_• N.T.S. OF ETURFB AT .� _ � G BECTON B-B - THRU EQUESTRIAN TRAIL H E CONCRETE PAVING F TURF BLOCK ' MOW STRIP . (BETWEEN TURF AND GROUNDCOVER AREA) CO C • M W D R/W r��vlslor•Is I(o� H1(,0LAK CLEAi MC15 -i 1t �1 VAN DELL >Y A55oC,. - 2 I RV I N E , CA.-714/4-74-14 00 ..LETTERE-D '1 LOT _ 1 2 r 6 L 6UN ITE 5WALE WA I 3 O TO ^S-PML. I rt"l18 Ll� TE Y PSCC T z - _ - 2 OS A ,' � n GONDIT"I©N P w er � M - �o tom. + 1 10 MhID SID�t�.IALiC 2 "r L - - - - - s LA TEE - 2 18 54 TUBO iC 5 F1CAKr--1- PLAN i� CI1 Y DESCRIPTION OF REVISION BY DATE 3 2- *4" STEEL H I9(xF BAR 121112° /1PPR. AT TA D TO PI LASTS IN LicAp si�L�S PAD-') 31.0, CITY OF RANCHO CUCAMONGA 4 I/Z� DIA. LO( aI5LE P wR I pRll-i. 1 32" A�aL- PROP s n� N D 4A O.G �IRI� ��,�,,� wALi�'� P, rid • l��� CONSTRUCTION DETAILS 5 5t.1 PPbR1" W Is L- . RE1='tF (�ICE APIf�oVEt� STANDARD PACIFIC i _ V NC- :ERS N ERS �L CIVIL � .4N t- I✓ 5 ND � B'( CO U l\1T7' O f�N PU _ G I Hf.A .L�•• • i TRACT 13565 PHASES 1 4 A. 5E 5 ��QTS I - 3 Fol2 T1zA1 l- STIP Ti-t�'O�C1 Ft 7 PI LAS E K Ir'. Is-i i t� I 0 APPROVED BY ( DATE ENGINEER / - R.C.E. 22397 CITY G DESIGN Lt1C� l� Illt�fV J• t =ecuilve Fork . y RECOMMENDkLi J.H. Suite iso � �fl GO . WALK ` .Z .� XI ``�� . �G f`� 5 6 . � ? N.T.S. 9 DRAWN DESIGN , SECTION � Si ature �rvme Cly 927 �� �RouP S�F N.T.S. oF 32 _ v Date R.A. (71.) 474 4200 $ TUBULAR STEEL VEHICLE ACCESS GATE I EQUESTRIAN TRAIL STEP THROUGH SPACING Tyr. GUN ITE 8WALE ALON& M.W.D. K `"E`KE`' 7/25/90 U `� "�� "� E.S. GATE Ill[ no SIAL L 11 0 - S� ILL I S ffot vl f1Es Une I � � , I ,. —� +gKIGK VENEF-12 ALL451DES. ! 6T I I I f'1 5 TAIL, o� �/E RT I CSL- —-- �:— — — —�. —-� — 1- �- — — -+- - CPA0900 .JOf.1'rtDir.tt G A nc..l PR i,-+��. FV lie)" T4415 DE9�lL Q. r7, .1 m F �1 �►rr rtat�� IAt, � �' ' . J ;,-�� ` hf'�°KZ-oYpcL . +1 Gapp I� 1�v �Ec�.sT !„P�T MOWI r1C� ' I"k 9ID �otT, 12_!TD4 I —'� C� C�1ca<.T• 4a :� 4 � 37oL. W S�I�r1�T' oP DRWff�, - I �t.•b wtr� �cprdc, Cly Pp-a�,1Gi ffT n� *A �'+''`'� 46Tor tcrs EXI�1"l►JG ( U 1 TE 2�l A:2r6%oMoLVIol,lr�', a(,LYS ir- 1NAUL - n TH kr Pew �L.,.1 fl5�,c /7 F I h t4 H ,GOLAFR 10 o ` ° , I BRIGK YENEFQ.�GEo>Zc�tEToWrJ� .��- _ Flow_ MAgrH PROJ�"T" ►,n P MSR LL E3 I G KVEYI��I¢- ..,� k r 1yt tA A 'fr-� 6Ar A�P �latr->10q -OACHIM� �-A s Ca ��s4 SAVE Tuc�r1 �+z, $5'11 - �--�:�F�-t s �s� 1� ,. P+�- �� ���T� 2• 5 '-"-NI L- �N� �J ��J�jC� f' C•J �� 1,1G-t"l To dlo% cahlpt{noNL ..1at4r. .)a - irer- _25m V Pt,orcr - �_ C � 5�J6 �F� C tt /wv " v ' v �►�- "� �A13� IcxlO 3' �S`1 -O 15�GO �UOGS � O Al �fG 5 . 16� � �fr r4r H � Go c O -I:c�ow :3)�5 {�I�k r-►- WX,'( tt a r-1o,C�. ga�v>3 5. ��� SHEETS #" 1, 3 � � �1Q�15 �R Jo1r1T n CARRY l-okp H--Zo FOR REFERENCE ONLY. BUILOJO APPROVED BUILDING 8, SAFETY DIVISION PLANS FOR REFERENCE ONLY. BUILD TO APPROVED BUILDING & SAFETY DIVISION PLANS 30" SQ. MASONRY PILASTER A 30" SQ. PILASTER CAP B M.W .D. SIDEWALK ( C)WALL AND CAP FINISH (UTILITY VAULT WALL) D 7 m - s ��a�, � �R V�R1'tcAL : � pN �i NoTr-= sr-r- A 50 ' MEt/�1.., ?I..f•-i-� ® SEGT10N C,-C��SF1T. '30 BRICK VEIMIC Ott u��HT PE x DoTtif s1>► 5 IlD _pM 1&1lkm5 GATE I Pl -cv .1 p� 1. 16 _ I �� To PSE tT + a�' uHo�R wi LL �� AJP x IL w.r p6 IIt GamWA4 - I la' - z i I 21 5fz" �v�1Tw1 ,t Glil`I G'�t9i'X{`' Ta �U arl Sr-�c�l� �r i I 5 1G D>�-wC� Fri}�- �t �(1 - 11 �„ -' ♦I V�u _ t'LOt3 I N N f31Z1GK- } meq- WA�mr� knorPPF T N SNS fi3dND 15 �5 e!3T'o c. vl'3p MN oyer {SUN O1 - z x �Xt�1f11JC� GM U 1 Tc i� �-5 o N G �I� a�l� WUL I► �, 4511" o ,IZM �� NcNrzYts �sPN. loth t =,. No-rE= FI n K H ,�l�Fzt, 3 - N lZ 14)< F;2ZPffA 1. CUT CONCRETE CAP AND H PmJ05r - - --- - MOULDING TO ACMIEVi: sMooTa`I T[lRNS NO Tr . T� --�24 �.or� 1R �TI� C_0Wj -LV_T'j� OF: 2 %z 5T 5T>:� i+�l E M SERS - •. ' *`5 � °1�o•�, TI�� ,R�M�tR- +iiN� GK�+T�-D M1' Wit-DINU LTZ ►''1ENIB>rR5 Toa -:15" 1�0"1"ES' 2•SEE GI�/IL P1-Aoe- SOK -_0 �45�UGfild� Q��j. STAN�IZP 5TE EL F>IQE- 6LX-.��/� W C�cP SLI PMr—> oVF-R 2- 112-1 ` r o-tHr. g 1( • BRICK VY P cel K60M 13KI C K 3. SCS SHrr,� W 1 21 3 FINISH - PAINT W1 OyJI✓ Gg4-T f'Ir-I 1.101155 J41JD 2 C.(Y4T5 �,:o��owN ' tet. z-�.oA s � P a-r� -��I NCS � �► � �R c.r,-r. , „ - FOR REFERENCE ONLY. BUILD TO APPROVED BUILDING & SAFETY DIVISION PLANS MASONRY WALL WITH BRICK VENEER ON BOTH SIDES E WALL CAP AND FINISH RETAINING WALL) F VEHICLE ACCESS GATE G f39 K1-1 R Ti°� I N I NO WALL H VAN V��L k��. 4x 144 RCT CAST. IRON IZ" E WY Ir-V)fW,CA. -7111-4-M Moi A- p P1. ,L1,L.HAMBRA A-4�0. - Qg 4"S1DGWAt..K PF-RS i D. 31U. tit TfR _ ' _Z f•Z'TYP �•. � i nature Date 1 p IIAi��Lcs 2 g, rr r/C ZMx s-Ti,1G NC>E.WALK CONDITION o"C.URB PER 7� -S I K c <PftOFILE1 . 303 4 l: d'1Aa' 4,'�,rj.Q! dorsa✓ Awv!T K �.*GN 13A�1�1 �, 0 ��TA�NlN6 WA I,L AT SCE VAULT Tim 41 L �4D 4— 10/1v. e aa! T 1 O�WAS K A �BARS 2,a 3 - for-r1vG '� 4'xE ,\ tRON ( �rM��E,, 5t# t-2 ) cI r z t.ONvovER DESCRIPTION OF REVISION DATE �PE� /WPR. CITY OF RANCHO CUCAMONGA TFW t. F'E0(-E / t'1 - f-ma y I* - �i4" - ` LL CONSTRUCTION DETAILS OEM _ � _ • �. ` '', Iz:I ,rlaX,14:I,M Pf�bFIL13� GURU STANDARD PACIFIC C..IJNDIT'iON •1 r�, � ,,� TRACT 13565 PHASES 1 -4 APPROVED BY DATE CITY ENGINEER R.C.E. 22397 ����� � ��p�� - DES�Cty LtiNl) 1"I_piN �4 t =ecu11ve Nark. REC MMI N EG Suite i50 r l�� c � �IZ> Nom• J.H. DESIGN 92714 • � S��i -�T 1�i� � I• DRAW N G ROUPSNEE R R.A. I� 1.y ,�, .�o0 9 OF 32 SECTION A-A - THRU RETAINING WALL I SECTION C-C - THRU UTILITY VAULT ,J CURB DRAIN K CFSECKE[> 7/25/90 DRAWING N0. E.S. DATE 7/25/90 ao � -� GVq"--AL S►!17.7?iC.ATiONS 2.02 SOiL STERTLANT: Treflon I!wvWMmh4 Oarwwooum�m by !'wens Products 17. The (.betor shall be resp i o1ble for dralhaage eonttrSimilar b nction backfill and trench C. Artlittl�l �d T� l 1. Supply all cork and sate,tmh, appliances, tools. egntpsrnt, facilities. Eeo1e17 Contras M•Birhder' r dlrrvtbuted by Storer CosT+s'y, . Bwkf U material behind retstnin walls and for drainage structures and Co., or aaxpted mattes comp--don. 1 at Los Angeles, California, or nal a pt tmtiw b transportation and services necer_sry for perforwtin6 all operations of t A e aq D'f'*'�'ad by r Reo*er'++ prior PlPing b M non-ezrpa*e ve and free from organic mattes, dakterkxls substances, amid 1. C1ry raerv� the t b take and anal am d traateAab lot use C<+ntrwct�r. dar_s allatto - ttfi errata tractor ra � �' 'L.an pe Irast a r lien mrd r oorh•*rnctiam documents The Con infhr m Gest conn terials over Ghali v+Halo a usMfled to � as the mite at all tiers ooebtrtrctbn 2.03 PORTLAND C13fFNf: ASTM C150,Type 1 or 11. !f ■ 2' In greatest dlta-rtR►om. oomformtty b apo+dfkations at any time. Contractor shall furaYii q per"r"r during Mwgslew upon � b' pry. 2.03 CHEMICAL ADDTTTVF.S Ibroegh tuostst+letirxra d pitft-mCi wroet. 1. drmrs++a*es send ns 1 Alf sial! be coordbr with :fee Installation 2. Remo 2.04 WATER: Ptah, dean, die wmfer r heteisied Remove card materials imumedis 2. A11 oosssb•uctlee shag be b ooetfors4nAt» with tarrrent local Iruitdt+hg CoQes, perstt p°b' � rejected rely from the she at Coneractor't A Refer b Soli PrepermSon Seetoe 02420, 2.03-2.04. expense, Cost d Sorting d saateriais sot meeting specifications shall rtgatre�-,st* and sale basltlt art safety neF+�rrt,. S � PART 3 - dXECtJTiON FLANTINOSP?r-V CATIONS be paid by Contractor. 2.04 WATER: Potable water a faa tiaM/ by Developer.Cowtmelor shah ins opmt M 3. Prior to imb-11I+Iwj bid. nowlee the db ofd the aoeflik" thereof. 4. Proatrt dela cork and fee • lose olmsa• a a cath d this wort. ARATION AND 1.03 SLJSMTTTALS - �c• gr°4"wty >� 3.01 SUSORADE PlIt"ARATIOri A.1. Refer b Oenerai Speclfteatten oc1 this sieR. Doti: Submit ���' AaettRnn said Vlhorrtcxy dad 2.05 SLURRY MIX COMP'ONPNTS PER ACRE S. Apply and pay for aB pond requilrsd for fhb poitlim of the work A. Ytd1411ti4R g Submft Verify that tubgndes here been rough graded to lines amidfor the folkwrtng items. A. $931atloltA1' 2. Landscape contractor mall carotins planting ares erroepe 2:1 dopa b a depth d 6• grades to within 0.10 ft. b accept four (4) inch deep d derompose+d granite paving. and remove all rocks 2' and great" from the surface at the conclusion of Ane i• geed mtx(es) SEE PLANTTNG NOTES SHEET 29 6. The Contractor mhaA carry wortsan't eotian, public UmMHty Grad property domes a ma,w orwo a squired by ties pry- grading operatlons. Contractor shall soil prep all ansa with the fotk wtng ata par D. Qwacldgn: Compact subgrade in wat!"m 9076. See Section 02220 - Eruevation, 1,000 sgture tact of ares: 2. Organic Amterse►tnetta n 7. AN spedffsedan d Iaaan.t1w shall cos mw b details ane the d legs Backi'Ming amid Compacting. h B. bidding p'urpmere onlyFollcrwirtg � 4-mities moil analysis by ua ana approved tm t►eaes aMl! be named in C. mil sit: 6 cubic yards nitrofthxd redwood wdust 3. Fertilizer Soils and Plant Laboratory (provided by Contractor), compmeltion d slurry S. These with the putts and any dlsoepsr,ries ,aril 13 pounds 12.12.12 NPK commercial fertilizer Mix may change Submit piorwio-1 mix to Cky for approval Contract priom be broutht b the sttrrmtirm of On Chy. 10 pmrds urea form+rttyhyde 4. Mulch will be ad)u*•�d an"wdingiy. I. ��: Mix toil t1er1lmnt in sprayer tank with inn water aaerQtng to 9. The drawlmp and opedfkattoes nspresrnt the Aelshed structure. All bracing, manufacturer's latest printed specifications. Use apnyer wtdch will apply the 3. Baeidll for plant pits shall be: 9. Soil Stabilizer 2.06 HYDRAULIC 87APM7WT temporary snppot , shoring, etc , is the sole responsibility d the contractor. solution uniformly, without disturbing the *oil. Observation visits to the job mite by the Qty's Representative do . include 6 parto by volutme on-oft Goll (Pree of rocks 2' Indimmelar or greeter) 6. Wood Fiber and StabiMmaer one-seep applicstlea A. Convector shall we a cosmrrclal type Hydro-Seeder for the application of inspection of eoah•trvctioh me0wm& and safety eondlikms at the wrorkatta. These 2. s21i0Qn Ratr. Apply to dry toll surface at 130 gallons per ase. Do not apply 4 parts by volume nivobrod reda^ood sawdust slurry. Fquipewmi shall have a built-in agitatkxt system with an operating vtmlta sbtf not be oo•errrvr+d a mu+thtrtrresee and dot-lied Msixatioew. when wind velocity exceeds 10 mph or during or after raid. 1 pound per orbic yard d mitt 12-12.12 NPK eom+++ertis fertfttzrr a. UK Do- Submit all lat+ontory fast data for review and acceptance. capacity wftidrrtt b agitate, seaspe,nd and hortr+?grneatsly sale slurry. 2 pounds per cubic yard of mix iron sulfate 10. Design, materials, agnipwertts and products other than those dearrtbed below or 3. 3Qiatt SatvW4: Shake or stir prior to each application, I pound per cubic yard of arse formolotehyde 1.04 WORK SCHEDULE: Proceed with the work as rapidly N the site becomes eve fabk. S. Distribution lines shall be large enough to prevent stoppage and to provide Indicated am the diewb+p may be conPLIored for use. provided prior approval Is consistent with somal seasonal limitations for planting wort. even distribution of the slurry over the ground. The pump must be capable at obfp' tram dee City, and the appa4►.l+k governing code authority. 4. 9wiproyiu: Avoid spnylrag on walls and n+art to mcelv+e planting. 4. The above sdl ammendpw.hts far mod peepsratlan and backfill are for bidding purposes exerting up to ISO psi at the nozzle. only. The Contractor shall have one composite agricultural suitability test 1.05 PRODUCT HANDLING AND STORAGE 11. Cbn nam stent speedflatty do doll be comatracted dollar to the detuHs for fie 5. Depth: immedls after application of performed by an approved sods laborttary, and incorporate the results of the tat C. The slurry tank shall have a minimus d 1.000 allow and sham be ttly ppliu spray solution,4 i thoroughly facto en's into the moll tion. A. Furnish standard in manufacturer's standard containers bearing mounted on a traveling unit which will g raR*t''� nmers>"rleb the solution into the toil b a depth of 2 to 4 In. per manufacturer's Pr'eF'ers �� 1 g place the slurry %rtk and spray recommendations. original labels showing quantity, analysis and nerve of manufacturer. nozzles within suffkk-ni proximsity to the areas to be needed so a b provide S. Finish grading: Am planting are shall be graded to a smooth, even and uniforms uniforms distribution wiews+e►t mreerteu. 3.02 PLAN DECOMPOSED GiANTE 4' rupt SR'ElC'1F1CAT10lt5 plane with no abchange in surface. Contractor shall assure that all area have B. Sore products with protection other conditions weather or oconditiotis whleih would positive dnlnrrge, no free stn-AlmiI water or puddling V permitted. dmmmgr or impmtr the effexttvenew d the product. Ww A. Csneral: Install all comont-stabilised crushed stonework true to 1.06 MATNTPNANCt PART 3-DfltCtf T10N `ramie,properlf coinciding with adjacent work and elevations. 3.01 GENERAL1. Older b General MAlm sbsll. Provide a tinishad su::•,-e uniform in texture and appearance. Do not permit finished work to vary more than 1/8 in. in 10 ft. fro% A. 2. AM dlrss•bons an taken from fate of wall, curb face, edge of Arley or low d true profile and cross section. 6. The Contractor shall all ant material antities b hwtallstfon. Plant A. A h verify Pi 4u Prior Apply 3"dinamak'I+ PIa^ to all area ecasd ata the pin. co,pbW wlow oOwTwbe named an plan. material quentttin listed for convenience or Contractor. Contractor shall be 1. Continuously moimtalm each portion of hydramulched area after responsible for fulfilling intent of drawings and shall supply quantity drawn or installation, during progress of work, and for a period of 100 do" S. Appticatlon of hydramukh plim"g sham occur within forcer*" (14) esfeoder, 3. Costr e-mmr senna chef all dbw rair+raa• (mming oomrtitlnss and she conditions before listed, whichever Is greater. Submit documentstlov within fifteen (1 S) days after after oompktion of at pLwvt1"S work until Final Acceptance. days after the eommpi-tion d nnfO grading in any area In the twat or bed starting wo,t. City loorecsor shaft be notified bar»dletely of any disc nwnciev or award of eootmet that all plant materials have been ordered. Photographs and sizes weather oondttIons. Qty Repre-tstive may direct that hydrar+tnlcft and fabric poowbk deflciera'ies All curve to curse and curve to %agent lines shall be neat, of all trees 24' bort and greater shall be sent to the City within 15 days of award of 2. Maintenance of hydrorvicbed areas shall consist d fertiiizing, be applied ince-dictHy. Via. ssrt•+r+" sed m 0form. the eonvsct. AD plantr shall be approved by the City's Repi epa costive prier to watering, repair of all erotica and reseeding as necessary me astphitlrr a Installation. uniform or sad fartrxq stand d the specified grasses. Area and parr 3.02 SOIL PRPPARATiON 4. Contractor sW verify )am at am utlgitla prior to eorwl we era and stall be of areas which fall to show a uniform or satisfactory stand of grass for bold Rabic for al dao my lsrvrFed 7. Plants sham be fro»pry-grown In mom snce with good horticultural practices under may reasons shall be reseeded until all areas are covered to the A. Refer to Sol Preperstierr elimectic conditions similar to those of project for at least two years unless atisfaction of the City. Mulch neterded areas with I/g' or specified 5• Contractor shall now and Install stove lmestk+o t show: ami irrtgatiee pins and otherwire specifically authorized. Plants shall be symmetrical, typical for variety peat moss. 3.03 SLURRY PREPARATION AND APPLICATION dralreash- eo pmrfsE phaseand species: sound, healthy, vigorous, and tree from plant disease, insects and their eggs; and sham have healthy normal root systems, Kling their containers, but not 3. Protect new planting areas agdrwt damage of all kinds for duration of A. r=itrttl4Jl' AD slurry prepare&- shall take plum on the job mite. root botind. maintenance period. If any plants become damaged or injured, demote I. Add water b the ank when the en is at half throttle. When Owwrw+etiHstely reporsuch t sudemoteb the LarhQmrape Architect and City. C. 110MAam S. The City reserves Use right in reject any plant meterlal on sift not tweeting the water level has reached the height of the agitator shaft• good ne- i. Conforms to ACI 318-77 'lluMastg dor Requig ownts for RetnfMasd Caserele' and above requirev"-riteand seed shall diculodon shall be wtshtkJhed m be added. 4. Am planting armee shall be wee -free during list entire maintenance ASTM C-94 •Spoe0lrookem for Roo-ty-lftrod Cowry'. 1. Sub-bate: Thoroughly dean sub-base of all debris, toots dirt and other boded• The we d an accepted chemical. or manual we control it at extraneous materials before installing decomposed granite. Do not Insall 9. Enact locations of all trees and shrubs shall be secured from the City's the option d the Contractor. 2. Fertilirer shall then be added, faDmmd by the mulch The mulch sMM 2. Coscrew food"re, bee% . grout till in walls and pUasee'n shah Mee a minimum darowrftrrtt.d granite when web-base is wet or muddy. Representative prior b excavation d pits. Plant all trees 6' higher than the ordy be added to the mixture after the seed and when the tank is at cosaprewive strength d 2,000 pounds at 21 days. Minimum slump is 1 inch. surrounding nom. The Qty reserves the right to relocate all plants on site prior to B. The 190 Day MaIntereanee Period least 1/3 ftbed with worn. Maxim r- elueW In 4 lorl+•s for amps, colvsand footings: 3 kwill s for stabs and 2. Qw;ctlal: Thoroughly compact to 90 percent wing peewee ratttm wrtghing Instsllatlon. Provide Qg hone notice for pry to louts mmte-crake. pre-coot iter 1. As moon as all plantings are campteted per Contact Documents. a engineapt and b full speed when the tank is haV nest ices fieri S Iona. Compact arca with a lean 4 passes d the coder. Ager 3. provide eoeeretr wort fret doer set dewire has established times, pellets and cps=tint• so smooth. 10. Ground cover pbnttng shall be continuous under all meet and duvb masses within preliminary review shall be held b determine the condition d tae filled with water AN Use mulch shell be added by the time the tank is shrub pllondril bode as how n on plan. work. 2/3 b N4 full. Spraying shall com■senee isnowdiauiy when the tank dimensions beyond the tolerance limits listed for concrete construction In 3 Y full. •Recce•--rrt*cl Prate for Cowr:rew Pat-mom (ACI 347)'. C11man p sawn Area Do ext permit mixture ac contaminate planting cream. 11. Aper planting vines and espollert, remove frame or stake and secure b the adjacent 2. Submit a written request b the City Inspector at least Clean up htr**-Qts*ty ashy mixture tp1►kd on adjacent paving. walls or trellk strvettms wM stick-n-tie or approved equal. 48 hours prior to entictpeted dere d review. S &ylL Hon: Operstore of hydrosulching equipment shall be thoiaaghly 4. Premed freshly deposited eercrete from praetthrre drying and excessively hot or cold 4. 12WInt: When surface area have been ratted and It becomes necessary b add a experwrevc! in this type d application fesperetty for the period d fess mae+srr*- y b M hydmbnn d the eem►ent and the 12. Testing: Tat dminsge d S plant pits Identified in field by City's Representative by 3. The ISO day Maintenance Petiod begins on the date on which the 1bIn layer d material b Doing the surface to grade, the previously colli or g r ty� Representative Cit Inspector issues a letter of Preliminary A iwo'P'e7 � d � oamr•efe ooeT+••+znd ares sham be raked b provide a bond with the sodded material. filling with water twice In succession. Motif Ci s R tative of conditions y p cry oeeptance b the I. Obtain approval of hydramvkh area prYpsrttion from the City where retention of water In planting beds occurs for more than twenty-four (24) Contractor. Inspector prior to appficstlort 5. Al (5.4) more*eMmss aleft be IN tat drpA of pmHng S. A2pjicetiyn Time: Not more than I.1R hours shall elapse between the those hours. 1.07 FINAL ACCEPTANCE: 2 r is added b d the aggregates , and the dme eonnpletbd final al 13. Plant subreturw tlothem a* mowed by wrtmar approval from the City. ' mat at the sperined me. ��A � trimmingatfd ootnpscticxn. will bt�dr sPeclf►ed curry eels In • sweeping motion b form a mroVors water A. Work wie accepted by the City upon sati omm y completion d all wait. including maintenance period, but exclusive of replacement of plant 3. Keep hydromulching within designsted area and keep from osntact 1.01 DetcTTPT70N AND KAX 11PLA.?IM materials under the Warranty Pe,iod. with other plant sauteriats. A. �itlt'Q_1S4SlOtf t Rt'it�' Aerlmw the (knot Contract CandMorn and Divtsten Oar. tica�ral R�ut►rR-�+sar. wtAi<i oasettdw Inlorm:atw+a and re�gntretshertts tial I5. Perform all watnarr�ts++em during Roan mutually agreed report betweeth pry and 0. Submit writfrrn request b City for review for Final Acceptance at knt 4. Do mat use sorry mixture which has not been apptted Ntltfn boo.. 4 h Contractor. 48 hotxs prior b antidpeted Final Review date d salxing Promptly m move from the mite apply b this SW0116. t. IIgk-_jgcttl4etL PrerkB. daeota+!+rwd grmsdtr par6y. cant • nhsown. amid 16. Work �b�perfbe orm specified a project o accordance db at lew once a week a am often awillC. Final Acceptance Date b tie date on which the City Inou a Letter of Mal S. After applkatlen, the Contarsor, anr �f�� amdoll not operate necessary p� eci canoe pp Acceptance. Upon Final Acxeponce, the City wassume respovolbUity the hydreenukimd ane. an op led twatntAna.hoe adhirdvie. for malnterimsce of the work. 3.04 CLFAN UP C. 20Wt>1% Repdr ad replace In eccoi once with tome 17. Protertrxr Protect all planting mess from damage of all kinds from begtnnMs of fkatInm at no ad44tf�xarl eater b Developer. work until Final Acceptance. Maintenance includes temporary protection fences, l.01 WARRANTY PERIOD AND A. Keep cep am Brea of wort demo, meet and orde+iy at all tames Keep am paved ExrevvOng, Backfiglog fuel eland barriers and signs ee required for protxtion. A. Tkme terbd: Warrant that i lmwas and paaet shall be In a healthy and and plurtk,g reins elm, durling punting and matr►t.nance opt -"w MOPe 3.05 CLF"_UP Sprinkler Irrigstke It. Maartemme shall include all watering, fertilizing, weed control, mowing and edging flourishing coneeltion of active growth six (6) months from date d Final B. Immediately after application, thoroughly wash df any plant materials, Tames, Shrullw Via- end Grow-%psora A. Keep am area of wart dean. am and orderly of all find. Keep all adjacent planting of lawns, pruning, removal of all spent flowers, general clean up and removal of Acmpanm. planting ares. pared areas. or fencing and walls not intended to receive 1.02 wAIIITY ASt7URANC! areas clean during paving operstle m. btisnec*v*-ry b keep the project mite neat and all plant materials healthy and D. Warton coverage hythoeihn la�^ting slurry miry. thriving. Warranty pond and covers d teh b the effort that 100% B. Remcve from the pie elm all iurplus saOpt kals, bob, oqutpment, rubbish and deb rb d the ares will wbe covered with specified ptarntmg after one growing C. Clan up and remove am dektrrious sale, to and debris from fie entre woes A. etv� kxstt. Fader Gill wort and nae materials wide! are in 11s/ 19. Mow law when they Hach 2 IR' high. season with nes ban ares apcn4s. b Final A aerordw" with latest roles and tegutworms d safety orders d Dirtskm d rsstuktrhg from the woxt M roc expet+� b tae Developer. oreptst.+c>c b the satlafa-ficin d the Cly Ithsperet. bdv--rw Safety and a0 cows ami-+tbte Ins and regulatkxs of the pry of 20. Prune damaged tree or doote that eonsftte health or safety hazards at any tone of C. ContrmeW sham make a seem or third apphestion of specified hydramrokh Rwrol z Via. or ad r crop-ty, auto. or fodtrrsl jurirt►ct M. GRADI7r10 SPECTPICATIOtVs yen a required. planting to bare ants not meeting specified coverage as determined by the City. Perform replanting within one year of Mittal application and within 1!. �pjicR 9Qef4i' Any reference to the 'Standard Specifkstle+ro' or 1. Refer to Oerrcrd Spedrestfrms. days r t Guarantee: trees a guaranteed for omens (1) year s acceptance. fifteens (IS) calendar ds d notification b Ci to replant. 'ASTtd' *P1 memo the emrrerrt or laser edktrtahs a diwribed below. Contrsctchr sham guarantee all shrubs, ground cover and lawn areas for 190 days after 2. For dit grinding use Civil Eng►neety plan. Mal sm-Mance. Contactor shall replace all materials not In a vigorous, thrl" D. AN delays in completion of piantbhg opKrmdoms which extends the planting - Stovrtwd Speelfinrtlrxha of tae State of C&Woraia, conditions, on sotifleation by the qty's Reprerntative. Into more than one planting season shelf extend the Warranty Period Busirw•-ss and 7raas k+rtstton Agency, Department of Trantportation, 3. Prior to submitting bid, examine the dh and the amiditlorw thereof. Contractor is correspondingly. CALT31"3 . rUi><xhstW to provide i• or resc+ve cut, if required, to provide• finish grades per tins 22. AN areas between pbnts. Inxlndbng watrring bealm dim" be weed free. pians. E. Contrarkv shall not be held re par for fa8urre doe to negleet by City or •Asn• • AsMram Seelsty for Taatssg and Masr,ials 23. Use only mor-mmhrnclerd and legally approved herbicides to control weed growthvand0irm durfry Wanaasty Pat . Report such eonditiats to Qty to anitmg. 4. Prior to eonttruetlen, Convertor sham verify all utility locations, existing draintgc C. Coordingl.on: Be nspovolW for the proper imeallstWe at all dim structures, street improvements, and finish floor elevations. Notify the City 24. Continually monitor the Irrigation systems to verify that they are funcdmtng fraaprovem rte by other trsaes which ars a0 or in part ehmbe<Ided, bath-ami, Inspector imxa#w%vV4y upon any dianor b epsneies, and prim beginning wort property asdeolgsed. Make program adjustments required by changing field PART 2 - MATERIALS abum-wl to or cove, over by the decowpoa+ed grardte paving Insure that conditions. $f ID much wort is ooe•ro+-tr+d by Asa in amrptath le me at psogroes d the wort Is S. Contractor sham have a proles lonel quality transit, tripod and rod am die at til 2.01 SEED MTX: Ares b am!we hyt5ewreded gxroand cover tog be as oletinested on the am doleed dwses during fee am me of grading and construction until completion. 25. Prevent spraying ami whP*es, bung waft, by balanebtg the throttle control ami Drawings. the remote control valves and Ow ad justino-rat mercies on the sprinkler heads. Do mot C p 4 r Qu 1.03 los COMit[,"" 6. Al! spot eleveeIrm and eortrio. are Indksted at the finish surface (mod. top d wall. Mand drift. water atimp se adrift. A. � o A. Sem Secflrm 02450 - Tracy, !Nubs. 26. Maintmonce: La+doreptng sham be matrttabhsd by to eonermetot for a period of 110 1. Fresh, dean, rare, crop seed d the following •enmities mitred In dee 5 9•n d t U re Vince seta , 7. All nnbh Breda b planted areas sham be V below adjacent paving surface isalese days, maintenance period shall be& only after all work identified In the drawings psoportoty as mhoirn an the Plano. * 0 rooted otherwise. and specillcsefnrw is completed and after a prevetntrnance inspection has been D a t e 1.04 >LIOffTTALS performed by the City's rep s-motive. 2. Seed shad be seized by dealer. Punish dexier's gvanrtred statement of 2. Where walk meet dnireway or exbtb.g City sidewalk the joint sham be flush each contpcxitiorhI mixture and peran►tsge d purity and gersin*"en of each A. Bubo" fat "sub g Nrom way. Driveway grade shag proved and walk shall ramp at maximum 9% eros!-slope 27. Keep all area of work been. neat and oxdedy at all thwa. Clean up and reprove all variety to La"dw-spe Archftect/Crty Inspector a show" deirtr-rious materials sod ilipb it from the entire week sea to the setkstactioh of the 1.05 MAL ACCFPTAMQ City's Representative. 3. Mchlor• S ! S Seeds 9. Compact the by 6 inch" of cxWfng subgnde to 90% In paving arm: where P.O. Sox 1275 Deectaa:k.rrd grants paving will be aea�epted by alas City wpm athtmctery odditbnal fW In supplied In plarnttng areas, compact fes b 15%. Carpmteria. CA 93013 (105) 6114-0436 cow;lewei of a0 wort, amid In oxmrr+m with I" Aero s of all lanMcspe 10. Grade emooth ail planting areas after soil preparation, and sell settled to 'Victor' paving Wart' eonditirhrting has been completed and ail has been thoroughly water settled In such 1.01 SCOPE DESCRIPTION OF REVISION DATE C1 P R a manner that there b so surnctang watt-, In any planting areas. 2.02 ORGANIC AM?Xr*XPNTS FART 2 PR(fLxUCTfi A. Review the Genera! Contract Condltlons and Dtvbtora CITY OF RANCHO CUCAMONGA 11. Landscape Contractor shelf be nrpororbk for removing all rocks st 2• d greater In One, C3enwrsi RoGuinrh-rttir, which containtadorsaafea wad roqutnrnts methat A• )�yjch: Otte.-eolered. Qbraw. wood cellulose match oomtstntrrg mss grewda 2.01 D ?f OP-AN" she from the wurfoc a at the eonchwir n of fine grading or,-dots. Contrrtor shall apply to this Seal ct. or germinmtlon-inhibiting factors. It sham be manufactured in such manner legally diapoa. of rocks at no aMitkma} cost to Owner or City. that after additkm and ogttation In slurry tanks with fertilizer, meed, water and A _. s. Wort Incl9ft: Provide hydromukh ground cover planting, oaosrapte•fe, an other approved additives, fibers in the material will become uniformly S P01FICATIONS 12. Provide all grades for natural romeff d Winter withoat low spots or pockets. shown and a specified, omrhw-"ng hydroa tk% turf. 90010M d b farm a hoerrrgrntxxw sherry: and that. when hydraulkalty sprayed 1 Accurately set flow Ane grades at 1% mob10-at., gradient In turf, shrub and ground on the grotrid, the material will form a blotter-like ground corn impregnated CONST R CT I O N/P L A N T I N G cover areas unless otherwise noted on Drse'tnjv Contractor Is responsible for C. B&kd, WQd fa Qd= Se WM- The following hem d anodoW wort We uniformly with seed; cad which. after application. will allow the ab +n a i tit ensuring that pomlpve drafna re exist ora db. No standing water shall be permitted. Inclwtexi in other mectieru of theep tpeciflcstlors: d soiohrre and alk+w rainfall b percolate b the unQerlytng mod. r11 13-100 13. ihlydsh grsrdes shall be swaootih, turn and on a tmffars plane and shall mttrt existing Grading I. MPT'Ifns skean be pie red b �y that Ia�atm and � � STANDARD PACIFIC 030 30` SO paving surfaces evenly with no abrupt changes d surface. Slope uniformly between Irrigation System P d their vet ltee been ao;eaert+Hshed, and that It saver all d the 0200 5 - 15 given spot eievatkxu. AN areas shell be true b grade within I Inch. Flow Anes in Lawry and 0rmsm►s foregotng regvb er-•►rte. TRACT 13565 PHASES 1 - 4 Sand egfralop 31 Mtribmus lawn shell mot appear a swofes but shall appear a Ishmw,+tmn ut a possible. Tres, Shrubs, Vince and Ground Covert 2. WNgnt specifications d this material from suppliers, and for all 2. �!tle�' 14. Submit In wept g all mals or drainage conditions considered de4•hnentil b 1p o'w'th 1.02 QUALITY AMURANC! applications, shall refer only b air dry weight of the neer material. APPROVED BY ;)ATE d plant materials. Stott oonMtion and submit proposal and cost estimate for Absolute air dry weight b based on the normal standards of theZl mit f1L ittt correcting condition. A. 1jMvbvvMta d Ret 1gWy__A= Certificates d bwpectlon required by Trehala► Assecistbn or the Tulp .rad Paper Industry for wood CITY ENGINEER R.C.E. '22397 cellulase and is constdsred equivalent to 10% moisture. Each packageDESIGN L /�1� I.) I LA� taw for trahn•t+ext+ticx shell accor*�pemy Invoice for shipment d seeds Pik d the allulose fiber shall be marked the manufacturer b show the ' 7 t t: a e c u I a v e Pa(IK RE C 1►'!V k(�E EJ 3/8' 9g-100 eopla d certificates with Landorspe Architect after acceptance of material. Suite IS0 0100 0 • 25 Inspection by Federal or State Oovernments.or City Inspector at place of air dry weight eontorat J H. DESIGN Irvine CA 92714 0200 0 - 13 _ growth does not preclude refection of plants at project site. fira or WAR mpt+rorby City Inspector..d B• ,�lkili114t' Tetany organic substance. wrppHed In perwder from and at DRAW N 3. g: TaGRP R O� Ig,^ SNE E B. A22gco d4rd1 Apply standards for plant-pit, Is as doord d In the law 90% of wt" b 92% pure mudkxtd derived from ground plsntato ovate R.A. (7 t4) 4744jt00 10 OF 32 following: awthlaris hush S%billzet miens M wok's-sc+ivhle, son-bxtiC bydropht»e amid D JWtist: 'CoWarnis Ootid Track Pines' by Prison Quarry. Feltoeh, CA 95107; stall not inhibit gerwtnmttea. Td. (401) 3135-4934. or amrold equal. 1. Hortuo iii - Latest edition, Bailey Horstortum, Cornell University. CHECKED D RA Y9r i k G hj O E.S. ta•Tc 7125/90 _ ,t.c No --- /05iZ PROJECT SHF T#" OF 95 1 SAN �in c. \•\ , SEVAtNE •,► -.\ V" Q• 1 WASH MATCH LINE I ♦♦ 1 ♦ �� SEE SHEET # 15 ♦♦ �� ♦♦ j Il rT > ' ' �� A o IK ` : 1t RIS-- / rrrry • QT 1 0 III I 1,0 nu ni r�l� qL'I 12 I !u ! 2 ��i1 ♦ ♦� \ \ I 1 �>3 B21 ♦ ♦ I _ — • I e III ♦ II f •�• � I � ' . -:•¢�.-fir `!` _ � _ � � � /A� I I �,N � II 1 --s ♦� � jl � , u � J \ I,� 1� IL� TILL II � r DG � lyr I� I^� _ ` ♦ ♦♦ �jI I / tk Q ' - — �` �o- �G �� B 14 s9 , EXIST % r �- 40 '>" III I FIB P "S I 'i ti � �, " 5� � 1 Y N G I • • �w� Rte— U i �K� ,2 ,� ti ; i, , -I� s� y�,' I�/ ZI I ' T ss -- L `� , ---- - -- O I I 12 O.C. TO 9111LDING 7�1 iZw f t •.�1 tMu 1 / �r11 M �1 C. • 'Je r '�♦ 211 ' y2 SERVICE LINE )I ern' \ a J �,�,�/ � / Ibkf lie , �.. 2 ,LII + Z X Pow KEY MAP I �� �T �' too, I�`'-(�, - l � '�F r NORTH Z I - �{,I Itis P - �.- I n 1 1 rr � I - rvvvv C --- - — v I ' '��� II I , ► c{ '; - ' ,, t,�„ yz it - --- Y-�_� L �+, -1414 , `_ ' " ?! 1 ■■l!ll� v 1 I 0 , ► f 6 �'" U '� I, L--'I�' —�G ' ' , p „ I ^� ., r I G It ,�yr 11,{ ' ► II' -��. t r,�� ,� ,to - , L , 1 V . Q� �/ f I z ✓ �i M I I (1 " , ._ �. .w�' �� ,� • • i Z - - ' _ -�-- I I Q I 112 I�� 2 �,+. ' ➢ IIS / � 1' 1 �rf4' ` I1 IIS % i_`- -. v 1 '•` I '/�, �( - -..(r-< /,� I�� - - _ 21 I G ��� 1 > z' •T T' r \\ ( Jr �, ��M wLE �L , 'k , ,�+ �. /L, 1 yA, , , I yL; ��1% -7"� ,` L� 1 �i• 1 11; V'—; -V V- V `ms`s Y Vf-1/ r v I"BACi(Ftow 6 o B 17 O ASSEMBLY D4 D 3 B19 0L B 18 61 2-" GI B 16 ; Q w IP II _1 zr Z," 6151 B12 w m � z � II ■ � Z AuT�-C T�aL-�.->E " " 24TH STREET � 2 ■ Q 8 STATIONS - - - - - - - -_ - - - ■ U � ■ f.... W AIN BIRD HP- 8 PRESSURE CALCULATIONS ■ Q W GENERAL NOTES CONTROLLER_.Pz_ ■ cn 6, AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT SYSTEMS 0 ERATIONAL CAPABILITIES 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY LOCAT ION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLINCIf EQUIPMENT INSIDE PLANT NG AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. BASED ON PRECIP. PER WEEK WITHIN ELEVASTATICTION PRESSURE HIGH tow SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) HOURS PER DAY, � HOURS PER WEEK CONTROLLER D�� SYSTEM DESIGN CRITERIA ELEVATION Iia 1 7. AS-BUILT DRAWINGS AND SPECS SHALL BE MAINTAINED ON SITE AT �— SOURCE Of INFORMATION ;�L1���u� �n"t'`-��1�-�'�°tfl.•',, STA TY1E OI GALLONS TYPE a ►R[CIP. OKRATION PHONE NUMBER 2 ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. TA ►M Or PER YIN. SYSTEM PER HOUR TIME SYSTEMS 9PERATIONAL CAPABILITIES _ _ _ WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.�1� NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. I BASED ON '� PRECIP. PER WEEK WITHIN DATE OF INFORMATION 1 °:Fl p 56 G 2 F � HOURS PER DAT, � HOURS PER WEEK ' SYSTEW DES)GN IS BASEDON-15 P S.I.USING L02 G.P.M. 1 9. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 1-7 - S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND 2 LAId W• �6 C; cf /L y VE RIFLED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE STA TYPE OF WLLdIS TYK 0/ ►REC11. OKRATiON • CAPABLE OF DELIVERING IMCH OF WATER WiTHM H P W WATER METER • �- slzE �I7' /�'(B .57 G h �" aC� NO. PLAN/1NG PER YIN. SYSTEW PER HOUR TINE WK. H.G.L 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO • PRESSURE DATA WAS OBTALNED FROhf _ AND(;ONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD �L�c�Md�C.� ��_ ELEVATION ��O BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE.THIS SHALL BE BROUGHT 4 ai �Go G cr r ; 1 ;rt1W Nt, 1'o (1116. 2 4 125 TO THE OWNER'S ATTENTION BEFOREINSTALLJITION. BY FAILING TO 5 o� q 2 �!� t71eJf1i-(�� BY�t�Ff��Y FO/-rTri. _. x Asx . h1L.ah7 F�IP� Q G' sj 7j B Z'� G.S 2 S 1 20 T REMOTE CONTROL VALVE I� SIZE _DLII S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS.AND ROAD- DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- ON WHOSE PHONE NUMSFR IS_Ci14� q8] 9 j MAxIMUM DEMAND l�2 G.P.M. MENISREOl11RED. R SN UIQ 5 7 G � �. 1 LcuUrV �.3 G.S. 2 25 WAYS BY INENVIDUALLY ADJUSTI'4G SPNKLR HDS AND CONTROLVALVES • CONTRACTOR IS TO VERIFY THIS INFORUATION BEFORE INSTAUATION IF ELEVATION 7 J �� `3 g 2' '!11 107 4 '5 �b 24 G L 5 1 'lo DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY PRESSURE 0 R.C.V. P.S.I. WATER METER NO. 2 , A0szoo 4' _*1 I � S LaAjr% 22 G.S. 2.4 ' 25 OWNER FOR INSTRUCTIONS FAILURE TO DO SO COULD RESULT IN SIZE ITEM P.S.I. 1 �NR116 51 G 0, 'L S ua w �.�. 2. f, ,.,w CONTRACTOR BEING RESPONSV L E FOR CHANGES THAT MFGf1T OCCUR. lgzo WATER METER 1 5 10 5 - Cj �1. �' 1,(y(U rV 22 L �►. 2.4 :b It" R.P. BACKFLOW DEVICE .00 ' �! 'LA GATE VALVE 1.0 n I 1 1 , 2r MASTER VALVE/t0InOW I'� WATER METER SIZE 12 SERVICE LINE SIZE se,�� ELEVATION I540_ ZONE(W HGL HIGH I�_�OW 12 s U8 H C, 9 40 R 2' PRESS. REG -0.0 STATIC PRESSURE 141 HIGH _ LOW 13 % tB 64 G 2 10 2 1 MAN LINE LOSS (01510') I.1h REGULATED PRESSURE 10�PSI (w"vv9Yf�� I I ' S'9 G �- 11 2' REMOTE CONTROL VALVE 1.9 BACKFLOW UNIT SIZE 1112 TYPE 15 r l �j �r 2 20 12 LATERAL LINE 2•Yr .. .. FlrnNcs Loss(10%) 3• MAX IRR. DEMAND GPM YR/WATER USE 'AC/FT IR ELEVATION CHANGE�4'� I. A UTOMA TIC CONTROLLER 6 1. 25 YA><. TOTAL _STATIONS SYSTEM DESIGN FOR�_GPM® �Ia✓ PSI 1 i,4,,,1V C, c, 2 C.►.11. 1001 TIME S TOTAL SYSTEM LOSSES32 1. wrprwnENT 11SVrtOCYC12 ANP ELECTYVC CWkVff TO ADDITIONAL BOOSTER PRESSURE PSI 1R �4 6 G 4. 2 •� PRESSURE REQUIRED AT NERD: 8E PROVIDED 8Y DEVELCIP£R MOTES R = ROTOR C.S. s COIN. SYSTCY TOTAL PRESSURE REQUIRED: 0 s BUIIl1`RS, 0 s DW SYSTEM STATIC PRESSURE AVAILABLE: ,�00 G g rorAl EXACT LOCATION TO 8E DETER1ut�tED N THE FIELD. O �'P'�' T11� ���� REG.PRESSURE AVAILABLE(PRE-SET): DMTU R s WT,O,RI C.S. - CONY. SYSTEM RESIDUAL WATER PRESSURE: J�b�t ��` S`�•.`I`�D£/` s 1t1oQL RS, 0 = DRV SYSTEM CITY RESIDUAL WATER C J, PRESSURE REOUESTED: 1S•?0_PSI Q� O W 1 d s7 810 (�¢D I II B 1 � S .3 t Udo 8 B8 1 Date I � B 9 1t 11 II 1910•y I��'1 ASSOCIATED I YtTGATION CONSULTANTS aK u 2014 EPULVEDA V F W ; � ! �r■ ■ 1112 . .--�: 000263 BLVD. OS ANGELES 213) 477OE62e s __,, 1 , B I I r i it\- `: , _]L�� 1 � � / DESCRIPTION F R ISION - - _ h fi' 1 - I r � ' ■ �, 1 �1 , O EV DATE s�a. - — 4 it I , �,'` ,r- - ""'�' �`�, ' �s G s I I It✓ r �L ,•��" t� � CITY PR• �■ tiI �� , ,�Ln : �47%. 1,Y_y�,rr �' .._=—=` .��.—_�- ` L Ih' CITY OF RANCHO C U CA M O N GA • „ y I - �r �I� I I ■ N " '."^ ` - - ��- .-��" - ♦tom[ q LJ ti r I ,I L, l�I •� C 2,' I , I�J -_- -- J� y�e f'�"' l— .� ■ 1 L �_ , IRRIGATION PLAN A/ l 1 1 1 .�-.-�—� '1 , -v 'ii I IZ I to , y1 1 I r e IAM M • ', .� , ,21, r ,Ufa , 1 ,, I —' . -- .• � II I (1 I "�iVV 01 '�' r` Y ,I �,K r r41 � ' , � STANDARD PACIFIC ��--�— — - -- --.�-- - n-- -- _ - Y L �21�„ 21 r 21, ,� T Ivy �Ir N0 TRACT 13565 PHASES 1 -4 w > Q O 2" SCH. 80 PVC PIPE ■ S3 B 7 'Ik ■ APPROVED BY ' ' I ,DATE , fi m ■ �t�2 Z CITY ENGINEER -� �"��� _ R.C.E. 22397 Z ■ J4 t,l.c�llva i'S,k. R E C MkiLNL�Et/ Q I BI 1 — W DEsI�w - - Lt�NI� 11..AN ■ PO.C. NO. 2 0 10 20 40 -•-j w ■ sulle ISO . DESIGN IMI,. . CA 92714 A" � Z ■ z► 24TH STREET - -� � ■ D�A� N ■ - -- - - - - - —V -- SHEE 1 U ■ Q w ■ R.A. ROu P (7 14) .>•.-.200 1 1 of 32 E-' W ■ NORTH QW ■ �� ■ CHECKED 7/25/90 DRAWING NO. S 0 ■ ■ E.S. GATE /ILC NO � '3 _/__C SI-ILLI Cif— Y � 6f ] LLIS t PRESSURE CALCULATIONS ' STATIC PRESSURE HIGH LOW ' — r `` I SAN ELEVATION i'�'� ( SOURCE OF INFORMATION iUl/a tN('{ill L l' ' �' r 17& k,L SEVAINE PHONE NUMBER ' q i J?l ' C�rIL \ WASH DATE OF INFORMATION I I II 1 WATER METER f I SIZE_ M.G.L. ♦ ( ELEVATION I 1�2'1 X .433 : ISI. . REMOTE CONTROL VALVE A-20 SIZE CD 1 MAXIMUM DEMAND 6"S G.P.M. ' I ELEVATION 19!521A ;I 1547.5r I �� 1�1t I 1 PRESSURE R.C.V. P.S.I. I ` SIZE ITEM P.S.I. WATER METER �ZAN I \ 1 R.P. BACKFLOW DEVICE �Z L GATE VALVE MASTER VALVE4i F LU .♦ ^v , I 2� PRESS. REG. 10.0 _ MAIN LINE LOSS (12� � 15. • O I 21 REMOTE CONTROL VALVE L 5 ( LATERAL LINE 0.0 •• , � I FITTINGS LOSS(10%) S. D ELEVATION CHANGE 5(H:) O • 'A v TOTAL SYSTEM LOSSES 4c�•��• -- _ _ �4 T H_ _- RLLI•' 1Y1 {/ PRESSURE REQUIRED AT HEAD: •. X — 1 TOTAL PRESSURE REOUIRED: 30.12 • J STATIC PRESSURE AVAILABLE: 141-M REG.PRESSURE AVAILABLE(PRE-SET): . I RESIDUAL WATER PRESSURE:CITY RESIDUAL WATER KEY MAP •. > ' PRESSURE REOUESTED: 15-20 PSI NORTH • �" �IM�T OF cr ,I ' O CD '�+ ' 'I�' ■� 0, X - ' O CONTROLLER. _ X 2 4" J SYSTEMS OPERATIONAL CAPABILITIES BASED ON — LPRECIP. PER WEEK WITHIN ■ by_ &F12 _.,HOURS PER DAY, HOURS PER WEEK ■ I STA TYPE OF GALLOWS TYPE OF PRECIP. OPERATION >♦ ,� Xi IMO. PLANTING PER YIN. SYSTEM PER HOUR TM1E 1MK. it,A la IF,1,' 'l2I L_ h N 20. G f' �..4 1 42* ; ■ ��'" • ,�� 2 ■ " II�� IhJI `it P�OVIDE LCOMMON-1 CONTROL WIRE FROM CONTROLLER 3 L-A40 G.S. ■ TO THIS POINT. FOR FUTURE USE:WIRES ARE TO BE IN- 4 L.AAF� 41G ■ STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS ■ �, Ip 1� 1 I 1 Iyti POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. ` L-AP1►� Z 2 t ■ p> .59G.r7. 2. s ■ 1 12 7 LA �9 G g. 'L-ro I-w 7r ■ I; 1 SII I " - a N '!/ G.moi. 2. r . 5? 8.) � ,Ln ';, (d I r1a �� „'LN to 11 6y G .� . �' �- � GENERAL NOTES III Q 38 12 L dL�lo 'jJ� 1.2 13 L, q0 1. QJSTAL.L ALL PRESSURE AND NON-PRESSURE LINES AND ANY y it 1 p u p 7,4 14 EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS • O 4 • I G a)f!? 30 & g 2.'� 1 '�O SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) �10 1 15 LTJ J 0 $_6G.g 1 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE //�� V I I ET NO. I'1 I L3-. 15735.1 �iCo 6 T ��.�. \ ,�r, I� Rj �1 � � 16 .i1P� -61WITH SPECS.MIO 001JSTRUCTION DETAILS.SEE SHE � G.g. '1 .+� 1- O 17 60 G.S. 1 1-67 a FOR SYMBOL DESMATION,SEE LEGEND ON SHEET NO. 17 l ti I� Ze 1, I 1 P 15 C' 12- 070 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO r tiA 'L1 t 9 14 BE ADJUSTED FOR OPTIMUM PRESSURE OR AS RA J J r ® �1 .� G•� 2.4 ?� NOTED ON DRAWING. 2 ro I 4 65 � ' � w I I �. 20 sy G .S. 2.oj 1.20 - ® I ,2N C I 1 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- 1l`(�j1 . M r 21 WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. v • Its{ Q 1 22 ` � 1 v II1� 1 ' I I(2 u,L 23 & AREAS THAT NEED TO BE DEFlNED IN ORDER70 DETERMINE EXACT LNI�� OF ,t,,, LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING r wprrrr r WORK ip�' I ISI p �t 24 CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. .zR- � ► a' yI" I i I �2iJ 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT pitti � ' ' 14 , I)- 26 ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. i 27 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 2E 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND 29 VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE I yN A ro IPL1 t1 ANDCONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT 31 TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO _ —'`•'-� 3321 3 ��R�SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- - : 34 y-■ 1 I 1 - r 35 i �I ■ � _1GJ�}_-� ■ 36 ■ C'7 � � � ■ V � G.P.M. �D 5 �i •�. TOTAL TW '25.75 � T�vsrA•c-L RETi4in�iN4, qc.L ,4RovN�o Sc�. .Sa ■ V LT 9K f. W45_ -2 UJ w DENOTES R = ROTOR C.S. = CONV. SYSTEM DESCRIPTION OF REVISION 13Y DATE CIl Y Z W ■ - : Z L 1 = 9U8BL1RS, D = OWSYSTEM I APPR. UJ 24TH STREET ■ _j Lu CITY OF RANCHO CUCAMONGA v � ■ 0 ! w IRRIGATION PLAN Qw ■ ■ Qw � E C STANDARD PACIFIC 1 , _ _ _ 5 (13tUF. TRACT 13565 PHASE 1 -4 Date APPROVED BY 1 DATE CITY ENGINEER R.C.E. 21397 0" 10' 20' 40' UESIGN L f1fV 1) �`�_ fiv J4 t Stec u{Ive Har► RLC MME U L) DESIGN $U1e 1504 v►s�o�s �Ye _ _ - - • - - - - - - J'H• Irvine . CA 92714 DRAWN G ('ROUSNEEI R.A. (7 14) 474.4200 12 OF 32 NORTH ASSOCIATED IR111GATION COMSULTAN CnECKEL DRAWING n0. RNIA � �,��-M-I ra 0� ® Y00?6ALIFE slPULVEOA BLVD. LOS ANQEI Sl11� 477Oi6?S DATE 7/25/90 FILE NO .S. r4 36 27 26 j 40 � 35 152-4.7 All (;g ( AI2 �b 15zq.S � A 17 so A 16 15 ,E IIl�Ln Ii n 0 0 � e 1 ' 21 wm 1 ■ z_ ■ /I� JQ ■ I _w J �0, 1 _ �� uj I� I�I C i ' - -�-'' t ---'`-S[ r 1 r 'ttui ■ I IF c � ►- 1 1 N r h L 1 ■ '� c /t 9 r 1 �1' ` L I r / 1 r N G y .. \� J • a G �l — y r� ' A y�/ IRI � M 1 _ "���— ✓ � / � Y 1 - -- —• — ����* r C ^ f I NII • 1 r I ,Q _ c n i N IQ 0 1 ■ , I , ' ` M I I i1 'f` !1 r r • , ?%ti t2■ Cll ' . , . % 1 r �... I—���.�4'k ' 4� �'�"'�' IMP -- ■ B N ■ T ■ v 45 A18 A15 �L � w � Ilhu I'12' A14 � A13 IT- , -- UJ 24TH �''-� STREET Z ,I i - SAN SEVAINE s ■ U \ WASH ! / ■ ■ LIJ L ■ cn © �E � S,AN ! SSVAINE EAsT51p5- Fr20M 1 + FN.1- ` . MOVE TO PH. 5-10 (N.I.C) UNDEI2. PROVIDE 1 COM MON_J�_CONTROL WIRE FROM CONTROLLER 51;PA�rA� coNTRoU.I✓I� � �I -� TO THIS POINT. FOR FUTURE USE:WIRES ARE TO BE IN- ' \ STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS POINT PROVIDE A ROUND PLASTIC SOX FOR THIS PURPOSE. CONTRACTOR SHALL MARK LOCATION I \ AUTOMATIC CONTROLLER r� rr STUB-OUT 2" MAINLINE ON FACE OF CURB PER APPROVAL ! 32 STATIONS FOR FUTURE USE OF CITY INSPECTOR. ` \ PROVIDE LCOMMON 12. CONTROL WIRE FROM CONTROLLER � \� • INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCIRT TO _A - TO THIS POINT.FOR FUTURE USE:WIRES ARE TO BE IN- BE PROVIDED BY DEVELOPER STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS I� ` \ POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. EXACT LOCATION TO BE DETERMINED IN THE FIELD. ,,AAIT OF W OR IA STUB-OUT 2" MAINLINE �-�1v1 I �L. t \ \ SYSTEM DESIGN CRITERIA FOR FUTURE USE •!--' 1 2' �" �' CONTRACTOR SHALL MARK LOCATION ON FACE OF CURB PER APPROVAL ,. - �+ - I _ • SYSTEM DESIGN IS BASED ON 00 P.S.I.USING G.P.M. OF CITY INSPECTOR. al � Ayet I 2' 1 9� • • CAPABLEOF DELIVERING INCH OF WATER WITHIN H.P.W. )E (A� (�� • PRESSURE DATA WAS OBTAINED FROM LJc+�� tit? t�l �T�12- D>5TI21G7 BY }=01./7�� 11 C.0KEY MAP 1 • '2 It d %t 2� � NORTH ON WHOSE PHONE NUMBER IS J4) 987 °11 _I�I II�� • / 0 • CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IFDATA VARIES FROM PRVIOUS OWNER FOR INSRUCTIONS FAILURE TOIDOSO OULDRESULT NIS TONOTIFY '' 't I Iz % A GENERAL NOTES CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. I i' 4i A I f L I � �F � n 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY 2 EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS Y SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) • p 2r I 1' I � M A 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED INA ACCORDANCE NCE A 5 �' '��� '�� 2q I 1 WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET No. 17 T 111 r �I 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 11 � { � 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO w 1 BE A DJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. ELECTRICAL PEDESTAL 8 IlC- � I � z +y I j2 IQ � ELECTRICAL SERVICETOBE / � _ S. ADJTALL SYSTEMS TOAVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES ■ PROVIDED BY DEVELOPER. 68' A6 2u ` - ISI ,�,u I , , 41 A8 � > I I( � G 6. AREAS THAT NEED TO BEC :F IN RDERTO DETERMINE EXACT ■ 211 1121' f LLj 129 \ LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING ■ A 9 s8 \ G �2 I I p CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. ■■ I Z � n s �, I z i � 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT 16 h ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS.mom 71 f, c 4 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. ■ / ` , . 2 I�' 11 I ' 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL B:REVIEWED AND ■ , �� _-��w G `�i' r it �r VERIFIED BY THE INSTALLING CONTRACTOR FOR A(,CURACY OF SIZE -40 � 1 q ,y- 1- � , II �L � /LI � AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD r 1 ` sq i �, „ Ir �� �� PROVE DETRIMENTAL TO FINAL OVERAGE,THIS SHALL BE BROUGHT 1' r � - :. ��• ' ,I z 1 — I ,� 1 �`t rZ" ' _��� �.\ �� TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO --- — L !� +- -_-- I r J • + �n I '� I — _ �2 DO SO,1 HE CONTRACTOR MAY BE RESPONSIBL E FOR ANY ADJUST- ■ 1 — I I MENTS REQUIRED. r4---�—�L---- �, ► -] _ � � ' —�_ � 1• � �M ` F I �'M --_ -._s III2 ,.; �z . • _ � � 6� . I ■ II G I� / 7 A. � fSr.-r—. 1 q 1 -1�+ \I zX• , ��`^�� I ! L" 1�" AUT ZII 2 I 112p s Pf_::I-eTE SAN SEVAINE 6A6-F s1DE I IL DESCRIPTION OF REVISION DATE CIT APPR. ,20 4400011101111111110 CITY OF RANCHO CUCAMONGA ■ IIIrL11 PO.C. N0. I A21 5q ■ _ A? 3 i�z A4 A3 ■ 11pi � ! ti►� 21� \ IRRIGATION PLAN ■ w 24TH WATER METER NO. - STREET �- - - ■ 00 _ - -- - STANDARD PACIFIC ■ m Of 10' 20' 40' TRACT 13565 PHASES 1 -4 ---Z— WATER METER SIZE��� SERVICE LINE SIZE _/II— ,�; ` \• z ELEVATION��_ ZONE l �_ I-IGL _ HIGH LOW f: = J STATIC PRESSURE 14L F- 1 HIGH _ LOW \1,, EIDE APPROVED BY DATE U REGULATED PRESSURE 114 PSI Cptl r./�LY `'�� CITY ENGINEER R.C.E. 22397 �-, � a; NORTH ' �� W o DE 51v^� L t-���11) I '� h1 34 tiec ui��e Nark REC Mt1lENUEC) F- w BACKFLOW UNIT SIZE 1 2�1 TYPE R 1' ' Q w MAX IRR. DEMAND_GPM YR/WATER USE AC/FT `��z � � Si ature J.H. SuIIe tso DESIGN Ilvine CA 92714 SYSTEM DESIGN FOR 65 __GPM@ ��__ PSI ` �,/r'o�`l� � VIS1pNS ��= •�O * /v\ DFZAW N ADDITIONAL BOOSTER PRESSURE PSI Q Date (7 11) 474 4200 G ROI.I [' SNEE.T ASSOCIATED IRRIGATION C01�t1 MTANTS R.A. 13 OF 32 I;- 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA CHEi_KEL- DRAINING NO. 50026 (213) 477-•es2s7/25/90 E.S. GATE ►Il[ NO - b ALL 1 01 _95 SHILL I S I PROVIDE-1 COMMON AND I CONTROL WIRES FROM 2 CONTROLLER "C" TO THIS POINT FOR FUTURE USE. WIRES ��. ARE TO 15F INSTALLED IN VALVE 60X. IF ONE ISNOTLOCATEb AT LIMIT OF WORK TN L5 PDI NT PROVIDE ROUND `TIC BOX FOK TH15PURPDS . A PLA • _ wr _ ' "` '" ' " v �"' � '� ' r� "_ '" .. > "' " > ' ' " "- " "11 ' x`_ jr ' "` ' ' �""r>�" 1'� 1�'''1P' 1 '!' " " " " ' ' " ` ' ' 't' '�' ' "" '' '""� 4 EMITTER OUTLETS PER TREE r ■ 26,3 C 3A �I 5 C 04.1- C 11 "6P 01-* C3 8 ■ 1/8' Distribution tube Salco CT- - 1 TREE PER 2 SALCO PC6-2 EMITTERS w ■ H� Y�Y I1��i1 �$ I nn�� G.�2 I/III 1��II ■ 125 placed under 4' shredded r -CAP 4 REMAINING PORTS FOR FUTU�„)RE USE 7 F— ■ + ` I I'4 I I2 I r 1- mulch. Salco tubing stake (DT- 1'8� G'aa 3G, �/`�/ ■ 20-400). At end of each tube 1 -- — -- emitter outlet check valve cap 41 I I 1 I ' � i ■ (Salco EOCV-125). ■ � , n , �r 3 11 i II / i �- w ! I - 1 EMITTER OUTLET PER SHRUB Q ■ 21) 1 z� 1` -3 SHRUBS PER SALCO PC6-2 EMITTER ■ �' �� ■ -CAP 3 REMAINING PORTS FOR FUTUREIJ ■ - _ ■ 2 � ■ _ �► , TI II Salco PC&-2 multi-outlet emitter ) II ` r I 112 � C r41-4 / Q a-''" �o d b 1/2' PVC Flush Ball Valve ■ I/2 1 - G III 10 11 tl M I (WMP-75) one 1/2' x 36' Dia. . 1 G �R Algae resistant pvc flex hose - - I F O Pigtailed. Instah concrete flus 1 V R ° '� - - : �' I box. \ 1 I I I I , ■ I t� w I 2 / Q MITI 11L coll� toll 170 � / � t _ .�.:....,�,�•�.,�-• ,��,_ _. ,mss _.,� _ ,�.,,.� _.,.., . _� �. ..6,.� _ �. .�. 1 IWA-Ch t -2 EMITTER OUTLETS PER SHR SEE SHEET # ( I A CONTRoL.LEtz/VALVE SEQU E-IJGE , - 2 SHRUBS PER SALCO PC6-2 E ER 1 1 12 - 1 EMITTER OUTLET PER 1 GAL. SHRUB -CAP 2 REMAINING PORTS FOR FUTU E -2 EMITTER OUTLET PER 5 GAL SHRUB -6 EMI- LETS PER �— -2 SHR B P R SALCOPEMITTER8 { MATE con�TRoL VALVE ANP FILTH SIZE r "� -ti�E 2SALCO P: v-etEv'ii S CA ' 3r"uhf, ININGPORI S FORiU1u�ti 1 T r'� r, S -CAP 3 REMAINING PORTS PER EACH EMITTER C q E t✓ FLUSH W& MODE �6[P.M) FOR FUTURE. .�_t lW� G�Vg Lxwn00FT� MATTER LOCATION ENLARGEMENT �•=1�-0• � 1 �'`�-,�' ° 8 17 GALc.oNS PSR I�oUR cG.P 1I� -, vM,v� �c fio � 11 ,1 �MCAL -�M vag104 � _ L6(A'� OUt5 [* CONTROLLER G r� -rig l ' .L I I E QUAWTITY OF F11'TU "/rREsenT EMITTERS % NUMi3E2 O� �� UIZK- SYSIEIIS OPERATIONAL CAPABIL1111S 1�✓�� V� '�' Grqr IHco I r 1►-12 OF oVTLt-M rM REMOTr CONTR I.- VALVE = T'6TAL BASSO ON _PRECIP, PER WEEK WITHIN NVM5FfZ OF EMITTEK5 / `HOURS PER DAY, — HOURS PER WEEK STA Tyr( Of C toLIMIT OF WORK ' �r - -- N CP f R N �.t -_ - � �. �.e �le�:_e r -` i rrrrrrrr�r ! R rrrrrrrr rrI�r r. II� �IR��N. ■IIT � �� �� �� €` � �1�` € � � � � No. STS N fl _ _ _ _ - - _�• - \ SAN SFVAW ■ Q 5 �Jlt rw�' �I• D WASH ■ _ � - �,, Q i � 1 � 5 I 1 ILI jo �+ M 9 �,I�rwb rye. ■ 7 I ( I 2 C7 �2 .¢j 11 I II 6 I I �I q (p. C8 2 n I C5 12 I 12 yr C 10 4J.0 u 2 O ,3 -- 11 12 r ■ I 12 a , ` I. 1� ► LL 16 1 ■ yti" — r 211 ' '' C9 2# 0 � • ■ ! �!�n II 2°f. 252 I I p F- is d� S4 L I II � III�I r � I� G Aly w � 20 �- � G 4� 1w, > . /n 1" J, 11 '11 L 1 K I I w _5 21e. D- �.a� 24 r I }" G I T 12r GO 1_ 2 6 i I i"y� - _2T1 i_ - -i-- _�Y - - ..-. _ - _ .. % CL �'wz T29 30 W"Ir 31 KEY MAP MAI GH LINE - H SEE Sf I # 11 21 it 32 NORTH —� ss 13 14 15 WATER METER NO. 4 T°VE 400 `W 'V D[NOTCS E - ROIOR C.S. = COW. STS11u Y c GUP8JRS. D a DRIP STSICU PRESSURE CALCULATIONS WATER METER SIZE I�- SERVICE LINE SIZE 21 DRIP EMITTER SCHEDUL E- GFND STATIC PRESSURE HIGH LOW ELEVATION lio¢5� ZONE Hl3L _ HIGH LOW n n GENERAL NOTES ELEVATION _jam _ STATIC PRESSURE ►�1-V H_LOW AUTOMATIC CONTROLLER 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY SOURCE of INFORMATION �ro..v�vw�� ��•�'� REGULATED PRESSURE rL'�PSI !'Q�-�`��i ' 321 J`Z1�� L- �'91— BACKFLOW UNfT SIZE Ij TYPE —STAG ❑ 1 GAL. SHRUB - 1 EMITTER OUTLET PER SHRUB PHONE NUMBER ELECTRICAL PEDESTAL a EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS -3 SHRUBS PER SALCO PC6-2 EMITTER DATE OF INFORMATION i I O Oweprwww 11SV40GYG•l AMP ELEC I FVC C111CA"7+0 SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) -CAP 3 REMAINING PORTS FOR FUTURE MAX IRR. DEMAND 5�GPM YR!WATER USE AC/FTBE PFtOVKWD ELECTRICAL SERVICE TO BE 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ALCOR ANCE ■ WATER METER 1 SIZE1 SYSTEM DESIGN FOR 01 GPM* 9� P� �Y DEVELOPER PROVIDED BY DEVELOPER. WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. 12? 5 GAL. SHRUB -2 EMITTER OUTLETS PER SHRUB �— ADDITIONAL BOOSTER PRESSURE PSI ��LOGATICIN� �DETF�""""I'T1 M THE RCLD' -2 SHRUBS PER SALCO PC6-2 EMITTER H.G.L. —kbv a. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. ( -CAP 2 REMAINING PORTS FOR FUTURE ELEVATION - l�Jw I'll x ,� • I ® 15 GAL. TREE -4 EMITTER OUTLETS PE TREE REMOTE CONTROL VALVE G"I jl _ © ev. 1`r• I IL N1 p _ 4. WHERE PRESSURE REGUJLATING VALVES ARE USED,VALVES ARE TO • - 1 TREE PER 2 SALCO PCC 2 EMMITERS - W�ri3t '((��w? ►{ �� BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. -CAP 4 REMAINING PORTS'FOR FUTURE MAXIMUM DEMAND _� G.P.M. SYSTEM DESIGN CRITERIA YCy ELEVATION _1. DESCRIPTION OF REVISION BY DATE APPR. 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- ® 24" BOX TREE -6 EMITTER OUTLETS PER TREE PRESSURE•R.C.V. P.S.I. WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS SIZE TEEM CITY O F RANCHO C U CA M O N G A -CAP 3 REMAINING PORTS PER EACH EMITTER �W WATER METER f0 ' SYSTEM DESM IS SKqED ON---L=P•$I.USM Ci•P•AA• d. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT FOR FUTURE. 1'2'1 R.P. BACKFLOW DEVICE LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. 1 GAL. & 5 GAL. - 1 EMITTER OUTLET PER 1 GAL. SHRUB __�I M�� GATE VALVE I 0 • -2 EMITTER OUTLET PER 5 GAL SHRUB MASTER VALVEI�' � 15 • �E�E DATA W14�OBTAINED FFiO�', � ESE/ IRRIGATION PLAN 7. AS-BUILT DRAWINGS ANDSPECS.SHALL BEMAINTAINEDONSfrEAT -1SHRUBPER SALCO PC6-2 EMITTER PRESS. REO, 10 ' !� l�l1Z! BY�L�QQ�t1� Fgowjj- r S� ` ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. -CAP 3 REMAINING PORTS FOR FUTURE11141 MAIN LINE LOSS �'I/,o�) . a?�I ON WFt'gE PHONE"U FF R IS (114)a18"l' 2�_ __ _. STANDARD PACIFIC NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 1101 REMOTE CONTROL VALVE 4.0 SALCO PC6-2 MULTI- OUTLET EMITTERS REF R DETAILS LATERAL LINE O • CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTMLATK)N IF TRACT 13565 PHASES 1 -4 B. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND TQ — DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY Iq ,a t ur a VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE 2 & 13 SHEET 17} FITTINGS Loss(Tox) q OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN * n AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD ELEVATION CHANGE _ Date PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT TOTAL SYSTEM LOSSES �� CONTRACTOR BEII�3 RESF'O► MjLE FOR CHANGES THAT MIC3FIT OCGUR. TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO NOTE: FOR 15 GAL TREES & ABOVE. USE (2) PC6"? MMITTER� PRESSURE REOUIRED AT HEAD: APPROVED BY 4 " �� DATE S 1 -' DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- �q TOTALPRESSUREREOUIREO: CITY ENGINEER I % � ,i � R.C.E. 22397` MINTS REQUIRED. ' DESIGN LAM) I'LAN J4 E .feuI,v. N.rk _ REC�3MI ENLAA) STATIC PRESSURE AVAILABLE: �� �� ��� 2�' 40� J.H. SUllt ISO REG.PRESSURE AVAILABLE(PRE-SET): 0 HIr von* , CA 92 7 14 RESIDUAL WATER PRESSURE: KJ� D FJAV1'N D E S IG N CITY RESIDUAL WATER SASE E 1 PRESSURE REOUESTED: •�j ` /\ { DEI1 1 �A'550 + . ' R.A. GROUP 14 OF 32 V V I�1 L/LaL+L+ V - NORTH AWL40CIATTD IR1RTOATI� A (> >t�l ��� X200 3 CHECKED DV WING•FPULVEDA KVO. LOT A,0"11 Et t'OALWO ,�'IkG NO. _ 4IzYtNr-->CA. 714/474-)400 00025 (211) 4TT-Offe E.S. OAT[ 7125/90 FIL( 000 MIND MIDI M 4 - � � • � I T ,, WARD BIJL4111111110L*rj� V� INS k1w W - E . 3s s� D V I 3s I �y �x s6� Z s �,, H W i��II _ tl t �'S H �o ��,� - - IA I - - - - - �- �- - - - - - - - - - 1 - - - - - - - - - - W Ip L - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��ter_ rr_ 4th��ter_ �� �������� I ��.ir..r_ 4�r_ �� 0>•�,�� 4� at—� �_..� r_2 Id • ,, ���4� �� �..J' ��� -- ----- - � tea_ � —--- -- --- �.r��a•�_ � __ � ����..� ��r���.-- 1 � 1 I ttttt/�t��� tttt/tt/tttt�ttt/tt/ was ■itttttttttttt■■ ■Otttttt■ 1r ( I , , MATCHL NE IN' 40 2�` 39 38 CD CD e R 42 41 LL PRESSURE CALCULATIONS I 5 1557 .4 15555 15�' Z \ Z I SPRINKLER HEAD LEGEND GENERAL LEGEND J Q STATIC PRESSURE HIGH LOW_l_ ELEVATION __15C►� (BEE�T 17A) (SEE SHEET �') SOURCE Of INFORMATION P arrlDnaa. W•WG Dl/JL(W PCS SYMBOLS DESCRIPTIONS MFR i PART NO. G.P.M. RAD. MAX.SP. SI REFERENCE SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE v PHONE NUMBER (ILCI ��L < W P.O.C. FOUIIT OP COIMEU;TIOM SPECIFICATION DATE OF INFORMATION 3 •12-9?� ` CD 020,t�0 0 `/ 1N, t/t a f Co KT sNM NDS RAIN MIID 111! • A FLT SAM SENES .Z1�✓ 5 (p ]o pETAQ, NO.8 ` 7 MEs>wllt atw►�r uN[a a WE 1 �" a ��1 CLASS ats PVC SPECIFICATION C � WATER METER • SIZE Il�n F4IESOU/IIE SIM V LINES a Sae ('v Ik IIULR) SCHEDULE 40 PVC SPECIFICATION e file NOIf-PRESSUNIE LMIlS a SIZE $C1EDlAE 40 PVC SPECIFICATION j ELEVATION I(P 10 NO JE= W,►sE/v rr,•Eo/Us 0,r- 5RW^1KLEIz Nf.�FD S JZEGI U/ILEO�-G1C �/l PRopEz CO v�j¢,.gC� /5 l.�S f ?N�! 1e�iONS SNON/IV 4N N 1,066 t;. 7-H6 COH7NACfDE SHALL eW/p SPR/i�/I�[4 /12. p( GALLONuPE t "VTE E REMOTE CONTROL VALVE al� SIZE GALLONS �p �E ffF�O wi lh A 2.4//rJs✓�r CGiNpfy✓Sr')TJN� S��Y fCi1[. LT9j coNT14Dl VALVE sai MAXIMUM DEMAND SGr.11e I& AuTomm CONTROLUm CALSENSE 2100 DETAIL NO. 1,2 ELEVATION I g f WW 1R4P/yS GD/VT/MAL PRESSURE 0 R.C.V. OU" COUPLOG VALVES MAN 0111110 33►f L �_ -e���r SR TLE1� r• 211 WATER METER ''Y 0 I /Z ® DACKfi NIEVS*TM At1�MLY (G.P.AL! FESCO GUY.DV DETAIL No.12 r Z R.P. BACKFLOW DEVICE -�_- PRESSURE ANSULARR �xw� Sao Sly= DETAIL no.S TE 7 L GASTER VVALVE IL.,,/ r �_ ►L DATE VALVES 1LM MO NIBCO T-11! DETAIL No. a MASTER VALVE I•�in,•�+' �•-'Z's � �� �� Er DEVELOPER !' PRESS. REG. 111 ` e Tv MAIN UNE LOSS et 7 ® REA/OTE COITTROL VALYEs (PRESSIRIE REOUN.ATMID) RAINBIRD EPB-CP-MlS SERIES .IETAIL M0. LATERAL LINE Y O Z vol rdftc son"04SIVELT CALSOM loovs FITTINGS loss(Toxo ■ 6SJ!9 r 'P�: ELEVATION CHANGE C•••F• '�8 y - - - _ G AN TOTAL SYSTEM LOSSES 1�3� M � � � _ � _ _ L — atIlOTts s1.Enit FeIIT►Mlrs a vlNlts � ELECT. p ��/�/4 ��'AT10N5 Z PRESSURE REQUIRED AT HEAD, 12 LLJ ys 7. A s•TR..Is t yu /A.v ecTAIL Ne I � TOTAL PRESSURE REQUIRED: MINIM ��� ® IMslel O)tIF1101 vALUNt•wn•MGN011 NAIgIE at fO11Es ILO •/220 INDUSTRIAL SETAL Ip 7,I! 220 P STATIC PRESSURE AVAILABLE: 1,"i. REG.PRESSURE AVAILABLE(PRE-SET): ewTlls•�e nsnlL �L RESIDUAL WATER PRESSURE 90.7 Ply I�Rp IPfi�A1'IOIJ 4CHQ�U� �� Shy 14 1 CITY RESIDUAL WATER Q W PRESSUREREQUESTED: -� t»-� WARDMAN BULLOCK ROAD (n � SffG FiR suRG3C.AaG+iu►T/oI✓S -- - - - - - NEWS k E 12 (Fa n EB rg 3�' 1588.5 T.G. E 3s E�3 FuTuime J �. n 1 { 'I`LL STA- 12+20 I [ 1 1 -J Pt pq III% oat — �- �� ��-�� 4�����0L I. ����i^�� i��� aII�_�i .���� Wr_a>_� ■fir , 1 L NII -- - -- ry ■/��///■/tttAttt■ ■t/tom/t�t�t��tttt�ttttt \ ��qO a 4 I 2` w� tt//t///t`�tttt�/t/` s///'/t/t►\ 5 r v i t RIP RJIP 1 1to r,�--...---! ..■..••� 1�\.�YY 4...w:R.., S�� 1��b� L� \ I -, „ -- ago 21 FOX W��� _��_--------- MATCHLINE N il►\ SFE g 5�r 23 —�'— ���tt - -�" ���■ J .�•�—lam �/�� ���ttt� - CONSTRUCTION NOTES .� 10 TYP. STUB-OUT LATERAL LINE wassumang 36 ��� a CAP W/# I ROUND BOX FOR 35 ��/ I - O FUTURE CONNECTION . SEE SHT Z3/ S ' 3 I •� A� SEE DETAIL NO.IIBII SHEET NO. 23 FOR WALL ASSEMBLY. T11P. a AHC:: ASSOCIATED IRRIGATION CONSULTANTS REFER TO SHEET 23 FOR PLANTING = 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA -- LEGEND 90025 TELNO.(213)477-6525 FAX NO.(213)477-2813 GENERAL NOTES /�/ 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING / r OTE• ePFEGTlvg 10//9/9Z: AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF PROPERTY UNE CLARITY ONLY,) `� • PLAN A0P,40VAL /5 Fol¢ FL.Ooo WA[-L / 2. ALL EQUIPMENT SHALL DE SELECTED AND IN TAL ED IN ACCORDANCE WITH SPECIFICATIONS EXISTING LOW CONIC. BLK. I STUCCO WALL cans mu -riON AND AREAS EAST OF 1 - 77•/E FLOO�A.1AL.L COIVS77?t�CT/O/V OHI-)Os' \ rfit SAN AND CONSTRUCTION DETAILS. SEE SHEET NO. �Q`���� EXISTING HIGH CONC.BLK. / STUCCO WALL N0AV ON _Ar&- pLA1/NS. 'T 111, AS S /1/ ADD WA�nMAhl 8ULL4CK 1e1� SEVAIHE 3, FOR SYMBOL DESIGNATION, SEE LEGEND ON SHEET NO. L-17 , - CITY " l WASH ■I�IBM� EXISTING BRICK ENTRY WALL . Tfi�S SNE�T REP"CES 7RE pRE�iovs�-Y DESCRIPTION OF REVISION DATE /PPR, w 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO DE ADJUSTED FOR OPTIMUM PRESSURE, OR AS NOTED ON DRAWING. , A QTY OF RANCHO CUCAMONGA GLENDORA DR, !` ,r Rlr- n,P COBBLESTONE RIP-RAP,2:1 SLOPE- SHT. 4A "A5 AE5ERVE0 FOAL C S. ADJUST ALL SYSTEMS TO AVOID SPRAY ONTO BUILDINGS, WALKS, AND ROADWAYS BY �� } INDIVIDUALLY ADJUSTING SPRINKLER HEADS AND CONTROL VALVES. --•._. FUTURE A ,WVAZ. tet. • r . - 6. AREAS THAT NEED TO BE DEFINED' IN ORDER TO DETERMINE EXACT LOCATION OF 'SPRINKLER CONCRETE SIDEWALK r/` r /l 3,0lps IRRIGATION PLAN ' a HEADS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO SEE THEY ARE DEFINED *w� .- // �" 0 F PRIOR TO INSTALLATION. �1 T A TIMES. AS. /VoT� REFEFZ To sHr. ,�-� WARDMAN BULLOCK ROAD x 7. AS-BUILT DRAWINGS AND SPECIFICATIONS SHALL BE MAINTAINED ON SITE A ALL E x . V v BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. NO SITE REVIEWS ARE TO BE • /�/.� �OR �Q/Q��AT/O/� PHASE 1 4 ✓� t CONDUCTED WITHOUT THESE DRAWINGS. r 00 1 IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE 13656 �� \ � 8. AREAS RECEIVING AN D�T�I/�-s Folz PLAY sHTs. STANDARD PACIFIC TRACT NO. /Z INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES / i Q S ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE, THIS SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO, THE CONTRACTOR 14 LOT NUMBER �� /�o. EOR OTNE-K _ 1 ,/�� ? f DATE t' PROJECT AREA j MAY BE RESPONSIBLE FOR ANY ADJUSTMENTS REQUIRED. AS - APPROVED BY r ► , 0-/ -- I g. w��nl VE(LTIGAI d�STfZUGriONS (FIe� H flrcPN� sTtzC-ETL �+tTs, T+ �I�) I� � w + �QE•a 5 5� sHr IT. CITY ENG ,1oE N t R.C.E. 2 953NOV svrzr� potr T�Izrl o TsP�Ir+vrL Items so RS ra Pr v�r�r P+2 +e �ov� rhe 1615.6 LOT ELEVATION / RECQ1rIbIlENDED ! If�•RJC-PRION cON'_rZAGToI2 -HgAL j wl-rf CITY INs( (�API°12o1�-i > IE1 D AaSUST Ty}� IFz)GAIIoN DESIGN ``nr 1NSrAi�i�1NC- A GUAKT�GIlzGL-E Fb°`1 F �I i�� sp�Ir+Kt,GvL t+r-Ap ON C GI} "- (( " 0' 10' 20' 40' J,9. " 24TH STREET "- VIII FrAT'=-� SIPL= OF �517ZL)cTIoN 5o�s TD Pncul>� I-�pEwCov�s���- EF"IM LIMIT OF WORK 4p ~ ' lo. PLOW SEN5o1C NOTE: 170A IOPIJ19[ IAS �M SHPI�I-8� lrlstw LE-fl IN-LINJ<, ON (1) PEtz wATl=1[ M�TEI�, �s NdT -s wlrts "lo" pIAM�f`{25 of s�r+�or�-sl n prP� -- RIGHT OF WAY DR/�WN NANCY R.-LANDSCAPE Rt• ITECT.n SHEET UQ�fLF Ahs O 'FL-0W SAN SCJIL At-AC? "IO" �7 PLANNING LANDSCAPE ARCHITECTURE �:- 1 r�ljANlf_ T. 5 of 5EN50r--SlTt>12 PIPE DOWNST-VEA" J.�z ~ ` � Of 77 x-100 AN'r'VALVE, �ITrINC�, M6Tr- ori r-a V-fLOw u--VICE- wV f5go" �t,ow s�Isorz DRAWING NO. KEY MAP M •� ��-t�2o�1-z sHA�L coNs15T or- oN� c1> s3�Acrz A,(r� ONE (1) �E� Sri>a�(DAszD #�14 NORTH CHECKED NORTHQ-21(�a�loN V�VG wI9�S• FL-ow sFN1o94c SttAL1-� I+oU�P Ir` A V.AL-VE Sox As P� �• G 17801 e..r.riRrr Rae.s.il� C' Imine.CA 927H•(714)474 1400 ���2' "� •I TIC�I`I iZEMoTt= CONTi2�1- VALVE SP 11:IEp ON PLANS, 4NO MAre*_,f:-�D ! 12, AUTOMATIC CONTROLLER to E 16 STATIONS INDEPENDENT 115VI60CY02 AMP ELECTRIC CIRCUITT0 BE PROVIDED BY DEVELOPER • �c EXACT LOCATION TO BE DETERMINED IN THE FIELQ W - - - - - - -mw - _ ELECTRICAL SERVICE TO ELECTRICAL METER zJ TO BE PROVIDED BY DEVELOPER, CL 0 W WARDMAN BULLOCK ROAD LU � o T E!4 cFy��� o�� z NIS W w _ ' �� x ` Win - - I - - M- - - - - - - - - - - - - - - - - _ �I - - - - -Il- 'I - _ - - - - - - - 1 - - - - - - - 1 / - - - - -I - - - Z W ho 12 ��ter— �. 111 —7 Iry W. waii-aaaaaaftaivina 12! i. -._, • . cn �; � � � 2 __-----"_"' ■ww/www/wwwww/wwww� •� 1 M'�wwwwiwwwwwa■ - - 2 ® ♦♦ W \�0�z�,� RIP- Rh>° __•��� / //■■//wwwrrwr■www! ` f rrrrrrrrrrrrrrr < W --- ■■■■//////■ ! / SEE $ SNT. 21, — -- //r/// .G �- — ------�'� wwww/wwuwmwwwww/ ! FMWAI.1. GOAr� ___�---- �rr����/ ■//MAMA/ ■rrr �✓' rrrrrr rw�■wwwww/■ MATCHLINE N !!� - ---."'���rrrr■ ■ r , SEE DETAIL N0. 11811 41 42 � �• 16 �► ■rr ■rw�ww■ was rw Ci:) SHEET NO. 23 FOR /�/ (� 1 27 WA ASSEMBLY. I O 3s LL �6 S I 1 IIID E5 % CK) 3 E t (TYP) ��os 111 . 7 `IIS �(0l�•7 I�'� E GENERAL LEGEND SPRINKLER HEAD LEGEND r~ ! PRESSURE CALCULATIONS (SEE SHUT 179) f SEE SHEET ITA) WATER METER NO. SYMBOLS DESCRIPTIONS MANUFACTURER a PART.NO. REFERENCE SYMBOLS DESCRIPTIONS MFR a PART NO. G.P.M. RAO. MAX.SP. St REFERENCE PCS CONSTRUCTION NOTES STATIC PRESSURE HIGH LOY? 1_1 SPECIFICATION O r / 10201 0 ELEVATION �Lc I0 F.O.C. Pow OP COMIECIWN ]O DETA0. NO. S tGu4. ut GIII FLT SNIM Nos IIAM'I SMD +� • • KT SAM SEIIIEs .Y 0D•/i ( II SOURCE OF INfORMAT►C:) Gl/G4•W�YAw. UV I,I �✓ D P�tasllRt wPPlr LN/es a soE ( f • «I CLASS a+s PK SPECIFN:ATNlII - TYP. STUB-OUT LATERAL L INE. WATER METER SIZE (�� SERVICE LINE SIZE PHONE NUMBER �14� 161' l ®�I_ _ — PllEsswlt sUPPLr L.lES a SIZE (tVt aNap) SCHEDULE 410 PVC SPECIFICATION O S CAP W/ *I ROUND BOX FOR ELEVATION 010 ZONE FUTURE CONNECTION ,SEF soewr DATE OF INFORMATIC;: NOIFMEStM alts a SIZE SC*=l 40 PVC S►ECN'N:AYW* NO. 1.3 'De-M I L 8 STATIC PRESSURE I /y, WATER METER 0 512: REGULATED PRESSURE 70 PSI (DELIVERY PRESSURE) A I ,cooffNOLLEII SEOUENCE I 11 E'- V,1T10:l lhOml.l GALLOWS "a BACKFLOW UNIT SIZE I�2 TYPE TIE Co"TINOL VALVE SUE W e AUTOMATIC CO11TFIOLLVIS CAL ENK MO° DETAIL 100. 1,2 R=[.IOT-CO:ITROL VALVw-� SIZE I Q > 3S 70 MA ::UM DEMAND O SYSTEM DESIGN FOR - $ GPM �' PSI CLrV.\TIC:) I�o21•�_ m �" RAIN tno =s olwc 4 ADDITIONAL BOOSTER PRESSURE '� PSI WQ QU" CowLta VALVES (WATER METER TO BE PROVIDED BY DEVELOPER) ��- 1TEt1 P. z ® tACKiLOW PIaYSNTION ASIaMLr (*.PA.' fESCO arir.N DETAIL NO.IY _ ����� �� goo�ti �� � 3 (INFORMATION OBTAINED FROM M U RAY F � AT THE � 2M_ WATER METE:: ��„• Z•`� w - GATE VALVES (uIIE taq / NItCO T-ns DETAIL No. t C U CAMON GA COUNTY WATER DISTRICT.) L _ R.P. BACKFLOW DEYIC.i ►Z I M 2 GATEVALVE I•Q a 8 law WATI�I IIEI Sr D9V%LODtt Ili �I 2h - MASTEPRMR � `� _ S FA MDI COM1wOL VALVES (MESSYIIt 016001 MD) YtI a1M E/►C►-PM SR WS OETAIL IM 3 F- WQop — — — — 21 LN MAIN LINE LOSS W REMOTE CONTROL VALVS �3 WTAIL llo.i. L A/J 0 yx�y LATERAL LIN? G Stll{�Ttf COMNAWATIM cif PAI ELECT. 1i1l0i/1�/4 SPECIFICATIONS _ anlDTts aLaVE Pan►+Pwa•sMts j:"w t 40 nlc. � FITTING (10%) b.- STwNIi fa+c Z+/�f /A.N KtaXIIo I 3e'jr1 ELEVATION CHANGZ C� S 3•ly e o..wll+cAL r..a►.L ® u"M cow II�L aeLvE awor KHaul NAtoic rot open VA w/C�M1fo►MI MTMAL aaaa.an 7,13 TOTAL SYSTEM LOSSES d 3• y " tolTnaLtR � A"Numem P" TOTAL PRESSURE REGUIRED:D• 3O }\ WARDMAN BULLOCK ROAD STATIC PRESSURE AVAILABLE: \ REG.PRESSUN�..\,.1LANL!ii0ft-Strp 70 n I ` & � Lwow 4�La -600 ,51-W T RESIDUAL WATER PRESSURE: � 3D• X63 It Sr"C CITY RESIDUAL WATER 9_ PRESSURE REOVESTEM 20 P M►II. A - ► - - - - - - - �- - - - - - - - - - - - - - - - - - - I - I Y f� .14 aaaaaaaaaaftaii. Y ■wtwwwwww/twwwwwwws■ ■ww■■ wwwwwwwwwwwwwwwiwww/■ ■www■www■■■■wwwwwwiw■■ ■wwwwwwwwwwwwwww■ w■/ ■■w■■■■twwwwwwwwwwwwwl ■www/wwwwwwwwwwiwww■■_ w�wwwwwwwiwwww�rwwwww ■■■■/// �wwwwwwww�wwwwwwwwwwww U_ wwwliww■ 1 �j,¢11 O U MATCHLINE N ® 10 ® 9 s 15 1 q 13 12 11 Q � I(0135 I wSL 411.1 I(e,lq.� I(oZl A I(.7A.50 I(a21.7 112 E2 3s _E3 3s I12„ �� � 1I1�►1 - AIC6 ASSOCIATED IRRIGATION CONSULTANTS REFI=R TO SHEET 24 FOR PLANTING - 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 90025 TEL.NO.(213)477-6525 FAX NO.(213)477-2813 GENERAL NOTES LEGEND NOTE • / / 1 . INSTALL ALL PRESSURE AND NONPRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING • /�L�/�/Q�jgQyC>J[• /5 FOA FLOOD WALL . AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF PROPERTY LINE CLARITY ONLY.) C WSTAUC7`I ANO AREAS EAST OF y SAN EXISTING LOW CONC. BLK. l STUCCO WALL 774p– F[.000 idALL GONS779UCT/O/V CWLY ADD I�✓A�MAN t3UL�4C.X 1eO�4D LAINOSG4P/N(> Ill/8l93 l�iP/T 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECIFICATIONS AS SNoW/V COV 77V& PLA/V'�s• T yA AND CONSTRUCTION DETAILS. SEE SHEET NO. L X13��— EXISTING HIGH CONC.BLK. / STUCCO WALL CITY •� M. 3. FOR SYMBOL DESIGNATION S L- 7 DESCRIPTION OF VISION EE LEGEND ON SHEET NO. � • 'T�/i5 S MEET ,gEgC�S 7x/E AtEY�ovSLy E DATE ^ppR• r WASH ■m m■■ m m. EXISTING BRICK ENTRY WALL 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO BE ADJUSTED FOR OPTIMUM GLENDORA DR. ��- PRESSURE. OR AS NOTED ON DRAWING. wAS REs�¢vEn FOIA RnvtE APf•140V�1L. . CITY O F RANCHO C U CA M O N GA r !i COBBLESTONE RIP-RAP,2:1 SLOPE -sC-L.SKT. +A S. ADJUST ALL SYSTEMS TO AVOID SPRAY ONTO BUILDINGS, WALKS, AND ROADWAYS BY , INDIVIDUALLY ADJUSTING SPRINKLER HEADS AND CONTROL VALVES. r IRRIGATION PLAN •, 6. AREAS THAT NEED 'f'O BE DEFINED IN ORDER TO DETERMINE EXACT LOCATION OF SPRINKLER }� CO . �j 0 HEADS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO SEE THEY ARE DEFINED . '. - NCRETE SIDEWALK NQr,E • DQE,FE/2 7' ,�j/-�T PRIOR TO INSTALLATION. "!!*100-15' WARDMAN BULLOCK ROAD 7. AS-BUILT DRAWINGS AND SPECIFICATIONS SHALL DE MAINTAINED ON SITE AT ALL TIMES. AS- /7A �OR /9R/GA " /DH �yd,�— PHASE 1 4 i I BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. NO SITE REVIEWS ARE TO BE •rtr• Q/�""'� _j a CONDUCTED WITHOUT THESE DRAWINGS. "'"1 %/%� /'� Dgrq j�LAN SHrS. STANDARD PACIFIC TRACT N0. 13565 zz 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE < INSTALLING CONTRACTOR FOR ACCUIIACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES �•^ p \ ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE, THIS SHALL BE BROUGHT �S ��• /��� O7✓H�� Q. PROJECT AREA TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO, THE CONTRACTOR Q APPROVED BY 1 J /�'� DATE ""T �� MAY BE RESPONSIBLE FOR ANY ADJUSTMENTS REQUIRED. 14 LOT NUMBER A2EA 5, SES 514r. /T �'- CITY ENGINEER � E NE � R.C.E. 24953 - DESIGN � REC MENDED -- 1615.6 LOT ELEVATION p' 10' 20' 40' J �. �'+"• C -7 � 24TH STREET '� ■T=�Tl MEOW LIMIT OF WORK DRAWN NANCY R. PAI,ME'R, A.s.l,.n �' ;•:, ET PLANNING-LANDSCAPE ARCHITECTURE: OF 5� KEY MAP "" RIGHT OF WAY ...�.�: 11 NORTH CHECKE •�D DRAWING NO. NORTH • 1 '� 17901 Cartwright Road.Suite C Irvine.CA 92714 (714)474 1400 13 5z 1•- WTALIC I01 1c.Lco1/ER R+uUD IIGENERAL LEGEND cto IAIaTIa RcW• `COISTY'm 101 IRI LII MEYERS : TO SPRINtUI - AIM[ PIPE TO SYMBOLS DESCRIPTIONS MANUFACTURER 6 PART NO. REFERENCE TTPE•A•(!i!#AILEABI S►(CIF1(I IpIN NITM 45, (LLS rv_E SPECIFICATION MEL'C-l•M ENCLOSURE / ��`\\\ ELECTRIC METER I SCM 10 PIC NAj( AOMTOR P.O.C. POINT OF COWNECTION COLOR CODED :.AP i0A VALYL SCH.4UPV.C. t. EDuI►METT TO 1E INSTALLED AT A NINtnt21 Of N' FROM ARr STtUcTL1K5 OA MAROSCA►ITG. SCM PIC 111101 2. +ll +BCvE GROUIO ASSE`!LT SNAIL RECEIVE (2) COATS Of RED 04:XER +110 (1) COAT PRESSURE SUPPLY LINES i SIZE ( 2' 6 LGA) CLASS 315 PVC SPECIFICATION q_j1I LOCATION 1h51DE (PEA. SPECTs.) �� EITEt:CA Okfi. • COL:4 AS SELECTED BT CITYIW-A --,coo Ca�`ITIaLLTER I * I IAASS R1P1ltRAIU DIRD33 DLRCvt'tl Ytt-@U( STRL'CT At OR =7GPRESSURE SUPPLY LINES i SIZE (iV?"8SA1tR) SCHEDULE 40 PVC SPECIFICATION FALL nCCNT L'CN`.0.UllE0. R'IB/fR CAT SUPPLYONt KIY KAR.DSCAPIMC 1. W44 ,SITIS TELT TO A STRUViAE (IA. WALL, BUILDING, ETC.) NCUIRT TEST COCKS OR IIMOUNT WITHIN ENCLOSURE. \ PER 12 QCV'S ENCLLT WC NOS[ OPET IR vwr•S'RLK%9E SLOE. I2 SCHEDULE 40 PVC SPECIFICATION SOH. 40 PKC.-- WA�►TtTE CONNECTOR$ HON-PRESSVRE LINES i SLZE_ _ 120 VOLT WIRE IN RIC1D STEEL /! 1° IN LAW MUS SWIVELS. ____.____._._...__�_IACIfICV oREYET'CR ASSE41lT CONDUIT (PER LOCAL CODE) • IL(CTR1C CaT11pL IBIIt FINISH GRADE - INSTALL IN r TFL EW"71ER OUITUrr CN>EC7c Trp 1/8 CAPTLLAIN I' IN PLAIT KOS FB" M.a<i•ur BRASS Ti/PlE TY►ICAI (1) PIAC.S On-OFF SWITCH AND 110 VOL? P A4TLR BED ONLY t r v11LW(SALCO EOCV I TLJBIM __ EXTERIOR OUTLET TO BE PROVIDED 8Y P� FINTSM iRADt �� F__ CON71AC'OR. #--' - ---- -- CONTROLLER SEOUENCE / TA TTJeBTQ j - ` - � - I' , IXASS 90- ELL • TYPICAL (2) PLACES A l GALLONS PER MINUTE (R I LOCK NUT / \ 1 '<"- = c -- _ = r - EMOTE CONTROL VALVE SRE -'1i � I - =r � '�g .. - 112 p f : -, =I - a F CALSENSE 200p Coaa,oN Wt RL/CONTROL WIRES IN 3" ( �DT7 30,_7w) ^� PI6 TIL 112ARSION6) � _ III I � --------•-----= IR�SS RIPPLE ® AUTOMATIC CONTROLLERS DETAIL NO. 1,9 F�RApE S. L J SCM. BO PVC CONDUIT ' h i I - 2' X 3' X 4" CONLRETE FOOTING MIN. / 1 � BRASS WYE STKA:NER WITH W MESH I INSTALL A MtntMurl OF 3" A30vi TTT ERBTTTIM 1 \ / g i, BRASS ANULI KOBE 1 _ _ STAINLESS STEEL � I[+IEI SCREEN �D d GRADE AND SLOPE TUP TO DRAIN / 0111ILT1) BRASS NIPPLE r yi a �b er AT A MINIMUM OF 2% 1 VALVE N/UA11a 1 SCIt_V CLAMP r ISI': 1 BRASS 90° ELL MINIMUM (3) PLACES = BRASS VII_N - TYPICAL 12- THICK T 12' W1OE CCNCRETE PAO I c !, _ F-fLa • : (2) BELLES (LERGTN VARIES PER •ANUF►C*;;REty f� REMOTE CONTROL VALVES RAO"BIRD EFA-C►SERIES DETAIL NO. �j ( I I'II�• 1 BRASS 90 STREET ELL • 12' SLOE TO ORAiN AT N:4:�R,JI 21 1 I • TY►TRV CIt BBDTt: CAP AIVI LAIIIlm _ _ BRASS NtPPIE SAASS N17PL[ 6" LCNc N OF l2 DIRECT BURIAL VIAIIRC TO IG AEIAR STAKE - O WICK COUPLING VALVES RAIN BIRD 33 DUtC DETAIL NO. 4 =- = VALVES: SONDE[ AND TAPE EVERY 1 r ���� = , R ^ - R BRASS 90• STREET ELL (I4" LONG) F20M WATER SOURCE FINISH GRACE 15 FT. O.C. INSTALL WITHIN MAIN 1 I 1m m PCB-C " " V ` r 3/l° WASHED CI MED 1. Y-t LINE TRENCH. 1 I 1 / I/Z R (O SCH80 PVC7 A�R(GAT( r r C yi a.,l ® BACKFLOW PREVENTION ASSEMBLY (B.P.A! FESCO 82SY_ BV DETAIL NO. S "Jl -REFER TO DETAIL 90. 1 1;' RISER RIOISTURE r� ' v �`,' PRESSURE iM•AJLATIEi WILAINS SOD SERIES DETAIL NO. 5 1 /, ATTACH TO LATERAL (INSTALL AS PER A4~ACIURERS a -SCM 10 BIC NI►PIE a Notts: 1 / LINE TEE W/MARLt7c N cL - i COMMON WINES I E_.-, t - �, s---- � i � - --BRASS NIPPLE - Tl►IGl T/I GATE VALVES (LINE SIZE) HAMMONO I8631 OR EQUAL DETAIL NO. 7 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES II DBL. ST. ELL9(WS ` ` ! E )'- (2) PULES T7►ACCE" U-ET W it J"' �� _ 8 NEW WATER METER BY DEVELOPER LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCMITECT.PAIOR TOCCNSTRUCSIO ' (11AL00OAS-4)RQTAIl / It I • 12'+12'+12' CONCRETE FINISH: 2 COATS SEM[-GLOSS ENA-NELCOL0117(RC1tlY 1 � rAlIOVE f>tt13M p�tAtN< M / - SCS CCNPACiICR1 : t T>•RUST IL'CKS - TYPICAL REpUIRED l I. CGr.MON WIRE TO BE WH ITL AND CC!rTROt WIRE TO BE RED IN COLOR. SHRUB AREAS // XM 40 /K SASA1 T(t M'R[SSUIE SIIKT LINE I � z I � (2) EKES ® REMOTE CONTROL VALVES (PRESSURE REGULATING) RAIN WINE) EFA-C►-PRSShR1F5 DETAIL N0.12 3. NO SPLICES SHALL BE MADE BE-WEEN CONTROLLER AND REMOTE CONTROL. VALVE. ,i -. - - SCM +0 PVC MALE +DAP':45 4. CONTROL WIRING-SEQUENCE CORRESPA-49S TO OPERATINC"SEQCEFCL-OF REMOTE CONTROL 1 / fart: �'' >r _T ! (' - = I I a ! TYPICAL (2) PLACES p QpVQTES �t1�TI-CUTLET EMFTTER .'2' �{1> I7 SALCO P06-2 DETAIL NO.2,13 VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNEI?LUN SEQUENCE. I . I. INSTALL CIPTIM IALYtS A NTV" a lr FKIR STRUCTURES OR IWIOSCOTWO. I �` - +�►7y� ' }{ LAK ' SEQUENCE SHOWN ON OtTAIL 15 FOR REFERENCE ONLY - SEE IRA[aAT10N YUX fol PAESSLRL SUPPLY _ � ; LINE TO SYSTEMS. s.���•-� •�n r' ££ ^..�' / Latic LINE BITTING "! % YOTSTURE S0, ASSEMBLES CALSENSE 1000$ DETAIL NO J, CORRECT VALVE SEQUENCIE. 2. INSTALL IALI(S 11 PLANT BEDS WMREItR POSSIBLE M(IT TO SIX)MLS. I ` B S. RUN ONE EXTRA WIRE (COLOR: ORA NCL) TO FARTHEST ACV - FUR FUT'RE USE. `'� 3. "t VALI( MOS AT IIGNT AIKL(S TO STRUCTUII(S DA WOSCAPING. I- PRESSURE SUPPLY LINE - L_� _A G DENOTES COMMUNICATION CABLE T"aGC�/TcWt�t PAIGE ELECT 961906/16/4 SPECIFICATIONS 1 - BRASS 90' ELL -TYPICAL �,ai1) 1, ►ELLE AGGN[GAtt PRIOR TO INSTALLATION 01 TALFE Moi. /S ,-. (2) ►LACES _ _ DENOTES SLEEVE FOR PIP1N6 8 WIRES SCHEDULE 40 PV.C. S. ATTACH •ORISTT• TALI[ IDENTIFICATION TAG WITH A."IM IATt COITROLI(N An MANUFACTURERS' PH. NO.: (2+3) 724-04SO SUPPLY SCH. 40 LATERAL VALVE MLMN , TO CONT11% WIRE. �" ® ELECTRICAL PEDESTAL MEYERS MEUG I-M 283 DETAIL 1#0 1 LINE &REED 2" MINIMUM ® MASTER ODN'T110L VALVE !FLOW SENSOR MAIIDIE b2 SERIES WO w/ULSE?6E 2FOP DETAIL Pq, 8. GO(TROR,1E71 ►IGTAII RI.tNMASTER►24 I TYPICAL ELECTRICAL METER AND CONTROLLER 2 TYPICAL DRIP SYSTEM ASSEMBLY REMOTE CONTROL VALVE WITH TYPICAL OUICK COUPLING VALVE 5 TYPICAL BACKFLOW PREVENTER ASSEMBLY Q mssH-OUT VALVE DTETAL Nab MoSC.4La ASSEMBLY JR-84 "°xn-r .>~M ASSEMBLY SHUT-OFF VALVE 81 UNION "° �"L` �-� ►��` ` 2 �: � SPAALLEN ) (N+STAL.L STRa�R O+ OISCHARCED SIDE OF HILVE DRIP 1f�1�1loN ON ORP "TEM aNly) SPRINKLER HEAD LEGEND 1/2• ABCVE FINISH ',RADE HI-POP SHRUB NEAO SYMBOLS DESCRIPTIONS MFR b PART NO. G.P.M. RAD. MAX.SP. PSt REFERENCE FINISH GRADE NI �' �, Q X 1/4, 1/2 Be F CIR FLT SHRS HOS RAIN BIRD 1812 - 8 FLT SAM SERIES 4,.8,16 7' 10' 30 DETAIL NO. 10 RCLND PLASTIC VALVE ?OX 6 COVER = n� r :KED ":RR:ri;•7„^y GATE" Illiii _;-: _ - 0 v X 1/4, N2 It F CIR SHRUB HOS RAIN BIRD 1812 12 SAM SERIES .7,1.3,2.6 t1' /2' 30 DETAIL NO.to "CHRISTY" FL5 z.CX 6 FLED LID (CR EOuAI) I` ' - 114, 1/2 8 F CIR SHRUB NOS RAIN BIRD 1812 - 15 SAMSCQIES .9,1.9,3.7 13' 15' 30 DETAIL NO 10 1 !4 LAW4 AOEAS 3" IN PANT o�JS_ iNISM GRADE -mai) 114 i 112 CIR FLT LAWN HOS RAIN BIRD 1806 - 88 FLT SAM SERIES .1,.8 7' 10' 30 DETAIL NO. 11 I PNISH GRADE �. M_ n 0 1/4, 112 8 F CIR LAWN NDS RAIN BIRD 1801 812 SAM SERIES .7,1.3,2.6 11' 12' 30 DETAIL NC.I( O 'I 1,(�I. ACCESS SLEEVE I� • • Q� )�(�'�'• _. -- �= _ �II ® ® 1/4, 1/2 8 F CIR LAWN NOS RAIN BIRD 1806 - 815 SAM SERIES .9,1.9,37 15T �1�5' 30 DETAIL N0.11 TTT" I`1 _ - - - C LID = - ='..III - - __ -- ^~ , = 1 M TURF AREAS •tr ___ - 1/4, tit b F CIR SHRUB HpS RAINBIRp t8t2 -t0 �A SAM SERVE 5.1.0.2.0 20' 10 20 DETAIL VO 10 y ` ' c9BRISTY �� '°'( Z' IN SHRUB AREAS �- 1 = y ( � WITH 2-6• ExTENS10nS AND == L:NE I F1i MNG I NCR-PRESSURE IATERAI ACCESS SLEEVE z = LOCKING COVER, BY AMETEK 9d - _ FINISH GRADE - -'--`'� PART CIRCLE ROTOR HEADS TORO S606-PC-2.5.5.0 2,9,S.S 35' 35 DETAIL NO.II I = j VALVES - ARL.X 90° STREET O.GI 4x151 l5 f0 SALCO DAS-8 ' OR EQUAL. w f END CAP m _ u�14 _ ._ _ - 1 COMMON WIRE- Ell STRIPS R( 5 IZ^INI3RRD 15 Elf EXTENSION 1,111 I I WATER-PRUDE "' r-Aot BRASS CATE VALVE COnnECTltk+s - �gp BIDE / COMTR(>L + 1 - _ GI'H BRONZE MtiNCUMEEL S PIPE SCH.40 PVC I "_� - _ ___=_-l11 O WIRES NOTES: LATERAL '-1'�� - 111 DIAMETERS �T� r BLACK RCD 10 PIPE DIAMETERS -�-- JO" CALSENSE • CALSENSE 2000 CONTROLLERS AND MOISTURE SENSORS SHALL BE INSTALLED �'. I - FLOW SCH 40 PVC 90' STREET fll UNDER THE CIRECTION OF THE MANUFACTURER ONLY - ,,,__s c• . .1 C - I I I 22o' 1 • MOISTURE SENSOR LOCATIONS SHALL BE APPROVED BY THE CITY INSPECTOR MAINLINE �- WATER FLOW IN M%Rltx 90• STREET Ell PER MANUFACTURERS RECOMMENDATION. ��•~-c"•tea 9� �'�_ 3/4" WASHED CRUSHED r ; �° =`iiIIITAuGRE;ATE BASE a N CONTRACTOR SHALL COORDINATE WITH CITY AND MANUFACTURER HIS GATES �II' � 2 1/2 .°� � `o � - ° ° • ' � Il '+', '� � e0 SCM IO PVC NIPPLE - TYDICAL (2) PLACES OF INSTALLATION AND SHALL NOTIFY CITY, LANDSCAPE ARCHITECT AND • I i '� oo•• o ° • MANUFACTURER 48 HRS IN ADVANCE OF HIS ACTUAL ON-SITE INSTALLATION TIME EXTENSION O Q FIR M ANTI-DRAIN VALVE AS REQUIRED I a' *(I) CALSENSE MOISTURE SENSOR FOR EVERY 4 (FOUR) REMOTE CONTROL VALVES UE CALSENSE 2000 - 24 STATION CONTROLLER L P NOTEE WATER : -REOUIRES 6 (SIX) 1000 S MOISTURE SENSORS, INSTALLATION (PLACEMENT) OF MOISTURE SENSORS TO BE UNDER THE DIRECTION SCM 40 ?VC MALE ADAPTORS 6' MIN. L, o'c VALVE SENSOR PREVENTMASTER rLDW ER REGULATOR METER- PEA GRAVEL 1. LOCATE MEAD •° fN011 WAILS, C'JRBS, HARDSUPING, MI STRIP. NEVER BOARD, ANG_ OF THF MANUFACTURER PER APPROVAL OF THE CITY INSPECTOR CALSENSE REP (Its) 458-0129 CPS o•CY I�JO; � � DRAIN SUMP HARDIE CALSENSE FEl3C0 WILKINS . EDGE OF U►nM: NOTE: 6O• MAX. P.O.C. NO. 1 2!0 2i 11/2" 1 1/2° 1 1/211 2• LOCATE STREAM SPLAYS 6- FROM ALL STRUCTURES. AND SPLIT HEADS 121 FROM ALL VALVE BOXES SHALL BE INSTALLED IN PLANTER AREAS ONLY. NOTE: P.O.C. NO.2 2t 2" 11/2" 1 1/2" 11/2° S7%CT'.1RES IN SHR;16 AREAS BUT 6` FROM ALL ST2Lr%RES IN GROUND COVER AREAS. DO NOT INSTALL VALVE BOXES IN TURF AREAS WITHOUT PRIOR PD.C. NO. 3 2to 2to I I/Z11 I V2,1 I I/21� APPROVAL FROM CITY INSPECTOR. REMOVAL OF IRRIGATION 1. PLACE AGCutEGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. USE TEFLON TAPE ON ALL MALE THREADS. EOUIPTMENT INSTALLED IN ERROR IN TURF AREAS AND P.O.C. NO.4 2t1 2„ 11/211 1 1/2111 1 I/2RE-INSTALLATION SHALL BE AT CONTRACTORS EXPENSE 6 TYPICAL END-CAP ASSEMBLY TYPICAL GATE VALVE ASSEMBLY 9 TYPICAL FLOW SENSOR INSTALLATION 9 TYPICAL MASTER CONTROL VALVE VI FLO SENSOR TYPICAL SHRUB HEAD POP-UP ASSEMBLY NO SCALE JR 8✓• NO SCALE 3 AND SMALLER) eR-81 NO SCALE-11117 w 12 1I 3 1 4 �i r 1 NO - •fir 'TRIC t 1. LOCATE HEAO 6' FROM WALKS. CURBS, HARDSCAPING, MOW STRIP, HEACER BOARD, ANO r � ` TT^^I J- / EDGE OF LAWN. I 'I III 5 2. LOCATE HEAD 6' FROM ALL STRUCTURES. - 3. USE TEFLON TAPE ON ALL MALE THREADS. •P I t 6 _N 4. INSTALL HEADS WITH INTERNAL CHECK VALVE ANO/OR PRESSURE COMPENSATING FEATURE AS 1 PER THE IRRIGATION PLAN. 10 _ I I FLUSH N POP-UP TURF MEAD _ I s r t; ! , � 1/2" IN Soo TS' I -41 FINISH GRADE !/YSTALL RrET h/il•LL AtzoUNo 5•� VAULT /P �A �i� DESCRIPTION OF REVISION DATE _ . __ \ /IPPR. CITY OF RANCHO CUCAMONGA SIN 80 PVC NIPPLE 1- BRASS AMC12 VALT't WITS VNION - SAME SIZE AS RCT ILII 111:1 iulij V lilll 1^ �E10E� IRRIGATION DETAILS & LEGEND 2- PVC VVE STRAIR[R WITY INTICRAL 1AL.L FLUX VALVE An OM f MARLEX 90° STREET ELL (MiNIMI,71 1" LONG) STREAM ►RESSvtt CVACL. SALOD DYSFC - ►W flita•PARALLEL TO GROUND C� O SCH 80 PVC. NIPPLE 3• RZMM C01(TBOL VALVE -RAIN 11RD StRltf - ►LIR SIZED r• SCH 40 PVC TAT 90• ELL 1. 1 THICK SHREDDED CHIPPER MULCH COVER '3 �I (6' LONG) 4, PCM. $0 CLOSE 11P►ll - Ssm Slit as RCV 1. FINISH GRADE fKrV,5IONS �,�: �; t,at re STANDARD PACIFIC S. KPT I SLIP. /1TT1NC - BOLTi1R Y[L I. SALCO CT-125 EMITTER DIST. TUIIMC (TWO PER SNURB) 6. fC7l. 40 ►1►C f I f I T Tit 7. FILESSULL SVP?tY LIBR 4. ACCESS OPENING FOR TUBES WITH EOCv•125 OUTLET CHECK VALVE AT ENDS. -ate I. scu. " ►VC N1PPL21 - Sam SILL AS M 5. SALCO PC6-2MULTI-OUTLET EMITTER WITH TORO vN �� oma. TRACT 13565 PHASES 1 -4 7. :K►2.1/2R?1/2il.T/2 COMMON RED /RICK PER 1110E 710-07 THREADED ADAPTER FOR 1/2" DIAMETER SCH. 90 NIPPLE .. `ION-PRESSURE LATERAL LINE 8 FITTING 10. 3/4' Olt I*CLASS BOO rVC LAIII LMK I ?"CLEARANQ 6"11 I4 PTIPt 0 sm 6. 1/2" DIAMETER SCM. 60 NIPPLE - S" MIN. MARLEX 90' ELL 11-COI+CRITIVA1.n SIDE Asa LIDC'K1NC COVER P1AMD(CYFB 7. SALCO OAS-$ ACCESS SLEEVE, SET LID 1" ABOVE FINISH CRADE APPROVED BY DATE "I&XICATION SOL VALYL" CVRISTT B36 BOX 8 836D LID. I. GRAVEL 3/4" MASKED ACCIECATE - OMIT 12• SOLtR01D WIRES. PIC-TAIL UCS 36' LOIRC 9• TRIPLE STREET ELL (TYP.) CITY ENGINEER R.C.E. 22397 • ADJUST- IN FIELD PER CITY APPROVAL. L)ESIv!v 3+ t ■ectJilve Na1k REC MMENUE.D Sul1e 150 " TYPICAL LAWN HEAD ASSENIRLY 12 REMOTE CONTROL VALVE FOR DRIP IRRIGATION 13 SALCO PC6-2 EMITTER WITH ACCESS SLEEVE AHr ���� " DESIGNI(vine . CA 92714HC SC11LE ,c+ .a .Ia TSONLY 2 PER TREE WITH EMI,1 Ek DISTkiBU,IG T JBES) �/ S N E E i f ASSOCIATED IRRIGATION CONSULTANTS R.A. G ROMP (7 14) 474 4200 7 OF 32 2014 SEPULVEDA MVD. LOS ANOElLES CALIFORNIA CHECKED DRAWING N0. 90026 Tom. IM(213)4TT-416!6 FAX NO. (2 13)473'-2615 E.S. DATE 7/25/90 FILE NO C 24- STRONG BOX MODEL NO TO SPRINKLER - ANGLE PIPE TO GENERAL LEGEND �- � se-a. /T2ov STAND ALONE CONTROLLER WITH PHONE LINE SPECIFIED DEPTH WITH 45 ELLS SCH 40 PVC MALE ADAPTOR SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE SCH 80 PVC UNION 'SNAP-TITS' CONNECTORS PLIC. POINT OF CONNECTION SPECIFICATION °d BRASS OR PVC NIPPLE RAIN BIRD 33 DLRC WITH RED ❑ NOTE: ELECTRIC CONTROL VALVE RUBBER CAP - SUPPLY ONE KEY ENCLOSURE TO BE GROUNDED PER o ; 1 ER 12 ocv's INCLUDING HOSE PRESSURE SUPPLY LINES 3 SIZE 2"&LGR P.V.C.CLASS 315(18'DEPTH) SPECIFICATION LOCAL CODE, GROUND ROD TO W .,I �, - INSTALLED INSIDE ENCLOSURE. ONL CALSENSE CONTROLLER m S PLASTIC PRESS Box SWIVELS STRUCTURE OR y:L•�••� PRESSURE SUPPLY LINES S SIZE I-1rr&SAL SCHEDULE 40 P.V.C.(18'DEPTF� SPECIFICATION CONTROLLER SIDE MODEL NO PER PLANS Z MARKED IRRIGATION RC\, HARDSCAPING 10 (CARSON OR EQUAL) I 1 W ETCHED WITH CONTROLLER FINISH GRADE - INSTALL IN -rqr- NON PRESSURE LINES b SIZE P.V.C.SCHEDULE 40(12'DEPTF� SPECIFICATION n a AND VALVE SEQUENCE PLANTER BED ONLY I�/J°Nlltnvc' _ - SCHEDULE 2 X DIA.z ---- SLEEVES FOR PIPING b WIRES P.V.C.C SCH 40 OF SPECIFICATION FINISH � CALSENSE HARNESS � FINISH RA �18" MAXIMUM -- ( PIPET 120 VOLT DUPLEX �► 6' MIN. GRADE "� 111 f I I I I OUTLET F I � < GRADE ou LE IG cl �-'f � AI ,� CONTROLLER SEQUENCE II I I GALLONS PER MINUTE II I I J'-r X 3'-r X r CONCRETE TERMINAL STRIPS TO MIN. 11 1 1 MATCH CONTROLLER - _ _ •O ° e a a° SIZE 2x FOOTING INSTALL A MINIMUM OF T - SIDEWALK - II REMOTE CONTROL VALVE Y ABOVE GRADE AND SLOPE t7. S12E ATTACH IRRIGATION h-1� -�7 -III III- III p III- _ TOP TO DRAIN AT MINIMUM OF 2%. RJ-11 PHONE JACK REMOTE PIGTAIL MFG Z �'r�' -_ ; -"- - j I- -- • AUTOMATIC CONTROLLER CALSENSE 2100 SERIES DETAIL NO. 1,2 - 10 -.�.•1110 .II - PER PLANS I_I SENSOR E SCH 40 BRASS NIPPLE 12" I- III=_I - I - -I --_ - --III • REMOTE CONTROL VALVES RAIN BIRD EFB-CP SERIES DETAIL N0.3 m I- III- I =1 _I I I I=I I I_-.I I I- FIELD WIRES T - - I- I REQUIRED r - O �- I I I--I I I I I- (=III--i I_:-I I COMMON YnRE/CONTROL MITES IN z- NDU 40 PHONE - I�_ SCH 40 BRASS 90' ELL -_i 1-_1 :_. I- ® REMOTE CONTROL VALVES--PRESS REG TYPE RAIN BIRD EFB-CP-PRS SERIES DETAIL NO.3 III-I I I-I III--I I I-i I f- Y SCn.40 PVC CONDUIT. CONDUIT FOR PHONE �j t PIC TAIL•EXPANSION III ' _ _ _. .-_-_-__. MODEM HOOK-UP � � -I 3' ! _ SCH 40 BRASS 9d' STREET ELL I_ LOOP (MIN. 24' LONG) � STAINLESS STEEL � �� � 0 QUICK COUPLING VALVES RAIN BIRD 33DLRC DETAIL NO.4 120 VOLT WIRE IN RIGID STEEL I 6 I 2 SCH 40 BRASS NIPPLE - SCREW CLAMP CONDUIT (PER LOCAL CODE) 90• SWEEP ELL I 5 FL ow III!, ;r j_ BRASS ANGLE w - ? 204" LONG MINIMUM (3) PLACES gal BACKFLOW PREVENTION ASSEMBLY FEBCO825Y DETAIL N0.12 TO POWER SIDE OF CABINET (TPP,) I-I VALVE W/UNION f bo -11 IB T11 N CO m Iy T r� TE VALVES--LINE SIZE STUB 3 DETAIL N0.6 'or� ENCLOSURE MOUNT 3/4 WASHED SCH 80 PVC 90' STREET ELL 4 REBAR STAKE l�V GA ( OUT) CRUSHED AGGREGATE (204" LONG) HEAw Dery WEATHER - RESISTANT [=TIM METER PER SCE PRESSURE REGULATOR WILKINS 500 SERIES DETAIL NO.S PHOTO ELECTRIC SWITCH FOR SECURITY NOTES: • .'. - .•0 0 LIGHT CONTROL AS REQUIRED PER F PUNS_ I I 1. INSTALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PER LOCAL -_u- - -� I� FLUSH-OUT ASSEMBLY DETAIL N0.15 CODES LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR -i I 1I-IIrn- I-Ilk SCH 80 PVC NIPPLE � I -; � MASTER VALVE HARDIE 102 SERIES WO DETAIL N0.7,13 r � PRIOR TO CONSTRUCTION CONTROL AE COMMON WIRES CALSENSE CONTROLLER MODEL NO. I 2 CONTROL WIRE SEOUENCE TO CORRESPOND TO THE PLAN'S DESIGN FLOW.SENSOR DATA INDUSTRIAL 2ZOP DETAIL N0.7,13 PEP PUNS L-J I SEOUENCE OF REMOTE CONTROL VALVES. -- -` `--'-`-- "- ---- 't- -- - - ------ REFER ro coNTROLLER J I © WATER METER BY DEVELOPER SPECIFICATION INSTALLATION STD 3. RUN ONE EXTRA WIRE ICOLOR. ORANGE) TO FARTHEST RCV ON EACH SECURITY LIGHT I I J BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE C COMMUNICATION CABLE PAIGE ELECT. 961906118/4 SPECIFICATION TIMER RECOPIED PER L J WIRE AT THE ENCLOSURE PLANS. FINISH BRASS NIPPLE GRADE I II' GROUND ROD 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. SCH 40 PVC SXSXT TEE ❑S MOISTURE SENSOR CALSENSE 1000S DETAIL NO.3 2' SCH 40 CONI7UR IIIIII PRESSURE SUPPLY LINE PRESSURE SUPPLY I 1 I I I I I I 5 NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE NOTES: LINE FITTING O DENOTES MULTI-0UTLET EMITTER MCO PC6 2 FOR SECUR^r LIGHT MIN. CONTROL VALVES WIRING - - -- I I I I I I I 1 22 120 VOLT WIRE IN RIGID CO OL 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. ' STEEL CONDUIT (PER 6 PHONE UNE CONDUIT TO BE CONNECTED TO NEAREST APPROVED 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. PRESSURE SUPPLY LINE 2' SCH 40 CONDUIT - LOCAL CODE) FOR PHONE MODEM Ti ' TTI TELEPHONE SOURCE AND BE OPERABLE PRIOR TO THE CITY ACCEPTANCE 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. :I THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PHONE COMPANY HOOKUP ___ F - `-, �:� � APPROVALS,PERMITS AND INSPECTIONS 4- PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. SPRINKLER HEAD LEGEND > 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND - y VALVE NUMBER. SYMBOL ARC RAD TRJ DESCRIPTION PSI GPM MFG. BODY NOZ. PRCPJPCS REFERENCE CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA , -- -. -- - ____--- ----. .__ _.-- __-- __- ._ -- -- ------� ------ r-----" ---- -- - ---- - - - ---- -- V 90" /0 5 5'FLAT SHFIIB HEAD 30 0.40 RAI IFIVID SAAR 1806 WL)-F Ll 1 75/ DE T AIL NO.9 CONTROLLER ENCLOSURE STANDARD Ii 1 CONTROLLER ASSEMBLY S'A"'ARD PLA" REMOTE CONTROL VALVE WITH STANDARD PLAN QUICK COUPLING VALVE WITH METAL STAN:A4,^ PLA" yl leo• /o' s s•FLAT S11FiUBHE/1D 30 0.>? RANBRDSAM Leos BH FLT 1.75/ DETAIL N0.9 ' - TYPE A 539 2 INSTALLATION - TYPE A 541 SHUT-OFF VALVE & UNION 522 d STAKE - FOR NON-TURF AREAS 1 530 I X 360' e' 5 S'FLAT%W108 WAD 30 1.75 RANBRD SAM IBM BF-FIT 1.75/ DETAIL N0.9 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION USE WITH STANDARD SPECIFICATIONS FOR PU B',IC WORKS CONSTRUCTION SHEE` I OF I USE Wi STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WDRKS CONSTRUCTION .. -.. SIECT I Or l I SHEET 1 CN 1 1 SHCE1 CF l Q 90' 10' 15 LOW ANGLE SHRUB READ 30 0.10 RANBRO SAM 1806 10C!-LA 1.75/ DETAIL NO.9 v 190• IV 15 LOW ANGLE SHRUB HEAD 30 0.90 RANSIRD SAM 1806 10H-LA 1.75/ DETAIL NO.2 4 •• �. X 360' 10' 15 LOW ANGLE SHRUB HEAD 30 1.75 RANBRD SAM 1 we 10E-LA 1.75/ DETAIL NO.2 12 �•. 0 9DR 15' 30 STANDARD SHRUB HEAD 30 0.90 RANRRD SAM 1906 150 1.83 DETAIL NO.9 0 Now V ,BOR 15' 30 STANDARD SHRUB READ 30 1.75 RANBRD SAM 1106 15H 1.83 DETAIL NO.9 W 7F Ci>�'� �a �� z < S� z N �'�> �� -�• /?O ,. / �� 15' 30 AKIAFD SHRUB HEAD 30 3.70 FtAN8R0 SAM 1106 1 1.83 DETAIL NO.9 SCH BO PMC UNION ! O .mac iYc' ,,, o VALVCf 90R 8' S 5•FLAT LAWN HEAD 30 0.40 RANRRD SAM 1104 B90-FLT 1.75 DETAIL NO.9 5 m � � � .� r Cf7� VIRt--- _ 1� leo• r 5 51 RAT LAWN HEAD 30 0.10 RANRRD SAM 1804 BBHfLT 1.75 DETAIL NO.9 a ROUND PLASTIC PRESS Boz A z COVER ETCHED "PRESSURE REGULATOR" z ROUND PLASTIC VALVE BOX 9O' 10• 5 LAM ANGLE LAWN HEAD 30 0.40 RANRRD SMA 1104 6100-LA 1.75 DETAIL NO.9 (CARSON OR EQUAL) W g COVER ETCHED 'IRRIGATION GATE' 1� / Z71 Z p CL WHITE / < FINISH GRADE < Z (CARSON OR EQUAL) �RDSCAPING ,k r«.,< BLUE ICdtTRQ. n ,80' 10' 15 LOW ANGIF LAWN HEAD 30 0.90 RANRRD SAM lea BION-u 1.75 DETAIL Na.9 w4 36M 10' 15 LOW ANCLF LAWN HEAD 30 1.75 RANRRD SAM 1804 81OF4A 1.75 DETAIL NO.9 ti':` O < r FINISH GRADE �: z. . II I RED _ _ �_ CALfCKt[ BLACK -_-- 90• 15' 30 STANDARD LAWN HEAD 30 0.90 RANRRfl SAM ,ea 8,50 , DETAIL No.9 k-rI I r_- -- - - ® 180' 15' 30 STANDARD LAWN HEAD 30 1.75 FIANRRD SAM 1804 B/5H 1.83 DETAIL NO. 1---,i `T I L�- �_I I �_ I= IRRIGATION CONTROLLER 1 - - �'� WA I cR ROW M +Lr_ �I I ---I --I i - - - I--I _ _ - - -- I I I - _ [Ar ® 360' 15' 30 STAWWr LAWN HEAD 30 3.70 RANRIRD SAM 1104 B15F 1.03 DETAIL NO.9 s !I j) IIL.II -1 - - CI _II WATERPROOF ALL IT_I I� -1 I 'I L_I I I I I • 4X15 END STRiR LAWN HE/1D 30 0.60 RAIdRRD SAM 1804 15EST 1.94 DETAIL NO.9 PRESSURE REGULATOR ; T� T- I WIRE CONNECTIONS AS PER STD -1 I_� t-I aa� " n I I I ILL _ M 90• 35' LAWN RDTOR HD 35 2.80 TORO S606PC 2.5 DETAIL. NO.9 ? FI 1:_ 1 1� I I-=i k ,i ,,, P3.�ac ) DETAIL 520 � h � 1 I - SPECS.BFOR FMATERL4L.E ' PIPE TO _11111Aw = 1�-J _ i�I_ BRASS BALL VALVE /V/� /�4r7ic ivrEG�'•+ED I -I I I NASTCR FLOL1 3(.�[ BACK�LQRI t Tt?"� 180' 35' LAWN ROMRHD 35 5.70 TORO S606M 5.5 DETAIL NO.9 907 COMPACTION REQUIRED METER Pf FROM - � r +�- � L_F_-!I fr- I 1= - �,�,- �:. <,�s, _ VALVE SMOR REGULATOR PKVEXTu .I SYJ7F./� -L( iI " " WHITE N -I ( I I I KA.RD1E � iii •WILXIFS FEN^ I I t__ _ h ICONMONI I=I SAND - No I SRF �r lift" 3" 1 III= I BLUE _ _ �• �• r r OF la IIIA - ./� • 'A' ES 1-) 1I • FI 1-b�t }vr-1-1 SLC Ilr il.: IIF_1; -_. m _ _ r r ,►r _ . . . . . . . . . . . . _ .OIC. NM 3 1y�x Ir: I �2 I v I Ie RED / I MASTER CONTROL _ -III I I I I • • toots BLACK VALVE __ . . • • 11= -�T-i=a L- - y 1-1 -III I III - CONTROL WIRE SLEEVE - �- a a a s a '.• I- t- ly D D e 1-III SIZE PER PLAN INSTALL -ITS_ -1 z _Irk - - FLOW ER = - PRESSURE 1ST=TIL- TIL.-i __ IIS MET 111-1 ° V III- AGENT TO TYPICAL MASTER ONTR VALVE FL STNS R y I I-, D D CI OI AME TER SAME SUPPLY LINE 7111-= I�1 � r- 0 V I,- 512E AS FLOW _)-IL-1 -III F-- io - I1-1 e o o _ II L METER SIZE i - 1 I - _ PRESSURE SUPPLY LINE AGGREGATE BASE II I -�-II a c cl a AS FLow METER 512E -I 11� 11 III- III I I 1--I 1 1:, SLEEVE LE VE- SIZE TWICE PRESSURE NOTES. 3/4• WASHED CRUSHED C - DIAMETER SAME SIZE I I__I I SUPPLY LINE 3/4' WASHED CRUSHED MINIMUM DISTANCE DOWNSTREAM 6 TPP. AGGREGATE BASE 5x DIAMETER of FLOW METER SIZE AUTOMATIC CONTROLLER ENCLOSURE SHALL BE EOUIPPED WITH 24-P.C. PERMANENT NOTES: NOTES: NON-PRESSURE LATERAL I REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE CONDUIT. 1. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MINIMUM DISTANCE UPSTREAM LINE SLEEVE - SIZE TWICE �- 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. ,Ox DIAMETER OF FLOW DIAMETER OF NON-PRESSURE 3. PLACE VALVE BOX AT RICHT ANGLES TO STRUCTURES OR HARDSCAPING 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. METER SIZE LATERAL LINE If 4. PLACE AGGREGATE PRIOR To INSTALLATION OF VALVE Box. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING NOTES: I CALSENSE 2100 CONTROLLERS AND MOISTURE SENSORS SHALL BE INSTALLED UNDER 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. ALL SLEEVES TO BE SCH 40 PVC. ` • THE DIRCTION OF THE MANUFACTURER ONLY. VALVE NUMBER. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. C°�.CSci � Q�AS+Ic- l A VALVE NUMBER. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. �K xx IVt • y1yt uvRlrNvt/� -- C IN 2J." ARCA= MOISTURE SENSOR LOCATIONS SHALL BE APPROVED BY THE CITY INSPECTOR, PER CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA nN� •Ck By MCICEL MANUFACTURER RECOMMENDATION. CITY OF RANCHO CUCAMONGA, CALIFORNIA --- -- - - - - -- - -- CITY OF RANCHO CUCAMONGA CALIFORNIA a c,�-�. ►rnfw WAIL �-PRESSURE ___-__ __ - - 6A1� V'AL`,E STANDARD Pl4N I T S-A':DARI P�A4 F _- -.__._-_ TFLOW METER INSTALLATION I -" - _- STANDARDPIAN � STANDARD PLAN V14 REGULATOR VALVE - 3' or _smaller 518 1 516 1 TYPICAL SLEEVING T Y � CONTRACTOR SHALL COORDINATE WITH CITY AND MANUFACTURER HIS DATES OF 5 _ 519 USE WITH STANDARD SPECIFICATIONS FOR ►LABILE WORKS CONSTRUCTION - SHEET i Dr I I _ I 527 W�rwr F,, - • USE WITH STANDARD SPCCIfKATIONS FOR .Uetic WORKS CONSTRUCTION SHEE• I OF I USE WITH STANDARC SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION , J FIR���� _ 11111.41111111 - INSTALLATION AND SHALL NOTIFY CITY, LANDSCAPE ARCHITECT, AND MANUFACTURER 48 HEST 1 DF I usE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i "HEC1 I DF I COn11Ct IX-4 I ( I I ( � �f HOURSINADVANCE OF HIS ACTUAL I ON-SITE INSTALLATION( TIME. N N Ptf[ IfAKTCR= ----�-- 1 (ONE) CALSENSE MOISTURE SENSOR FOR EVERY 4 (FOUR) REMOTE CONTROL VALVES = t if :• :• ROW AND CALSENSE 2100 24 STATION CONTROLLER REOUIRES 6 (SIX) 1000 S MOISTURE SENSORS. INSTALLATION (PLACEMENT) OF MOISTURE SENSORS TO BE UNDER THE -"' DIRECTION OF THE MANUFACTURER, PER APPROVAL OF THE CITY INSPECTOR. CALSENSE SLIP BASE SOCKET OVER BACKFLOW PREVENTER REP. (619) 438-0525. HI-POP SHRUB HEAD SET TO • . J �� MFG'S GRADE SPECS. END OF WIRES ASSEMBLY • FINISH GRADE BRASS NIPPLE - TYPICAL --�� --- (4) PLACES J' STRIP WIRES APPROX, 5/8' VALVE BOXES SHALL BE INSTALLED IN PLANTER AREAS ONLY. DO NOT INSTALL VALVE STEP t FROM ENDS BRASS 90' ELL - TYPICAL A• IRK .F BOXES IN TURF AREAS WITHOUT PRIOR APPROVAL OF CITY INSPECTOR. REMOVAL OF LINE SIZED BRASS ^ -'`I (2) PLACES + PCA OAVM IRRIGATION EOUIPMENT INSTALLED IN ERROR IN TURF AREAS AND REINSTALLATION _ BALL VALVE � I III= I l it __- l ;- I_=- I' I - - _ _ _ I BRASS NIPPLE t. u�x4 NAM S1AA► SHALL BE AT CONTRACTOR'S EXPENSE- I_--:ii I- 1- I I- FOR RIP IRRIGATION 1�__-__ , CONCRETEPAD (LENGTH VARIES D IR GATION SCHEDULE, SEE SHEET 14. BRASS WYE STRAINER PER SIZE/MANUFACTURER) 1 I-_-III SLOPE TO DRAIN AT MINIMUM c� ' - i- PUT CRIMP SLEEVE OVER WITH 60 MESH bD 2% '� TYP E SEN ► ` IN �ATIQN 0 wUr0HAr!C CoArrroGLSic 7-0 SG� G'ALSE i t/oo-#C /iCQ/GA170/J CCyVTJZDC LE�fL //VsrjtLL� z _ WIRE ENDS - CRIMP SLEEVE MONEL SCREEN _I I-= I -i I -I II i I _� ---�-- ,A► A smCK&aox SS 2'f SS//20 V CONreotLF¢�ELEc.T/¢/c,4� jWcA.os4,egr. coves 1 FINISH GRADE �� 7� -III 1 1 BRASS UNION 1= IRRIGATION SYSTEM - 1.00 GENERAL 1.01 DESCRIPTION 2.03 ELECTRICAL (HIGH VOLTAGE) A. Scope of Work: Provide all labor. materials. transportation. and services A. All high voltage electrical service required for automatic controller and B. Observation Schedule: necessary to furnish and install irrigation Systems as shorn on the C. Controller Charts: other equipment noted on drawing for irrigation s sten will De provided by F. Automatic Controller: drawings and described herein, irrigation contractor. gy I. Contractor shall be responsible for notifying the City in advance 1. Install as per manufacturer's instructions. Remote control valves 1. As-built drawings shall be approved by the City before controller 1.02 QUALITY ASSURANCE i REQUIREMENTS charts are prepared. for the following oDservatton meetings. according to the Lima B. Provide approved type enclosure for meter. similar to that manufactured by indicated: shall be connected to controller in numerical sequence as shorn on the A. Permits and Fees: The Contractor shall obtain and pay for any and all 2. Prov`.de one controller chart for each controller supplied. )ye-s Electrical Products, Inc. (213) 724-0450. model as specified on drawings. drawing. Enclosure shall be of adequate size to house automatic controller a. Pre-job conference - 7 days Ae an electrical pedestal, permits and all Inspections as required. specified on drawing. Enclosure shall be zinc coated steel. minimum 12 2. Controller shall be mounted insl 3. The chart shall char the area controlled by the autocratic controller q• B. Manufacturer's Directions: Manufacturer's directions and detailed drawings and shall be the maximum size which the controller door will allow. gauge thickness. Cabinet shall be protected against corrosion in D. Pressure supply line installation and testing - 48 hours G. Flushing accordance with U.L. 50. Cabinets and Boxes. Section 13. Exterior covers g of System: shall De followed in all cases where the manufacturers of articles used in to be minimum 14 gauge steel and shall have padlocking provisions, C. lateral line and sprinkler installation - 48 hours this contract furnish directions covering points not shown in the drawings 4. The chart is to be a reduced drawin of the actual as-built system. of 1. After all new sprinkler pipe lines and risers are in place and i y the use shall De a hinged type. 16 gauge minimum, and shall not require connected. all necessary diversion work has been completed, and prior and specifications. • maximum size that will fit inslw,e controller housing. double sided the use of installation or servicing. All factory installed components d. Coverage test - 48 hours to installation of sprinkler heads. the control valves shall De opened If required for readability. shall be U.L. listed. All factory installed conductors shall be copper, and full head of rater used to flush out the oyster. C. Ordinances and Regulations: All local, municipal and state laws, and rules size and type to conform to NEC and U.L. requirements. Enclosure shall be e. Final site review - 7 days and regulations governing or relating to any portion of this work are S. The chart shall be a blackline point and a different color shall be furnished with a detachable sub-base with 112 inch diameter Dolts. used to indicate the a,.a of coverage for each station. using pastel 2. Sprinkler heads shall be installed only after flushing of the system aviseby ons shall b into and made a part co these specifications, and their + Mounting Dolts shall not be visible outside the enclosure after 2. When observations have been conducted by other than the City has been accomplished to the corvlete satisfaction of the City , provisions shall De carried out by the contractor. Anything contained he or transparent colors. installation on sub-base. Enclosure finish shall consist of one coat zinc show evidence in writing of when and by whom these observations were these specifications shall not De construed to conflict with any of the chromate primer and two coats baked enamel paint. made. above rules and regulations or requirements of the same. However. when 6. When completed and approved. the hart shall be hermetically sealed H. Sprinkler Heads: , these specifications and drawings call for or describe materials. between two pieces of plastic. each piece being a minimum 20 oils. C. Electrical equipment installed outside building shall be NEMA 4 type, 3. No site observations will commence without as-built drawings. In the workmanship, or construction of a Dotter quality. nigher standard. or event the Contractor calls fot & site visit without as-built drawings, 1. Install the sprinkler heads as designated on the drawings and in larger size than is required by the above rules and regulations. the 7. These charts shall be completed and approved prior to final acceptance D. All connections between electrical services and equipment shall be in rigid without completing previously noted corrections, or without preparing accordance with their respective detail , provisions of these specifications and drawings shall take precedence, of the irrigation system. galvanized electrical conduit. with conduit and wiring size as required. the system for said visit. he shall be responsible for reimbursing the 2. Spacing of heads shall not exceed the maximum indicated on the 6 BODIES WITH D INSERTS EACH PATTERN USED Architect at his current billing rates per hour. portal to portal. drawings. In no case shall the spacing exceed the maximum recoms�nded D. Superintendent: 0. Equipment to be Furnished: 4 OSCILLATE AND 4 ROTARY 2.04 ELECTRICAL (LOW VOLTAGE) (plus transportation costs) for inconvenience. No further site visits by the manufacturer. 1 SOIL PROBE 3a"OAKFIELD MODEL will be scheduled until this char t nos Detn paid and recelred. 1. A superintendent satisfactory to the City's Representative shall be 1. Supply as part of this contract the following tools: I VALVE BOX KEY A. Connections between cautroller and remote control valves shall be made with g I. Valve Boxes: present on the site at all awes during progress of the work. 3 30"KEY ( MANUAL VALVES) WHIVE FOOT ERE APPLICABLE�NCH(BATES 3") direct burial AWG-UF. 600 volt wire, insulation thickness 3/64 inch. C. Final Observation Prior to Acceptance: A. Two keys for each automatic co troller, utilizing low density high molecular weight polyethylene insulation. 2. The Superintendent shall not be changed except with the consent of the TWO KEYS FOR EACH ENCLOSURE LOCK. 1. All buried valves and equipment shall be installed with a proper box. 1. The Contractor shall operate each system in its entirety for the City's Representative. b. FOUR QUI ck-coupl er key and ma thing hose swivel and globe valve B. Splices. where permitted. shall be waterproofed using Rain Bird. SNAP-TiTE CITY at time of final observation. Any items deemed not for every fire. or fraction th reof. valves installed. Connectors or fusable heat shrinking tubing. and housed in a box. Boxes ac2. F111 area under Dox with a minimum of i tubae feet of 3/4' aggregate ceDtaDle Dy the city or not in compliance with these before box is installed. 3. The Superintendent shall be authorized to represent the Contractor. 3 HOSE BIBS KEYS for other irrigation use may be utilized for this purpose. specifications and drawings. shall be reworked to the complete 2. The above mentioned equipment shall be turned over to the City at the satisfaction of the Cit E. Explanation of Drawings: y 3. Identification tags shall be attached to each remote control valve. g conclusion of the project. Bef re final acceptance can occur. C. Mire sizing shall De a minimum of 114 •Ufa 600 volt underground wiring, showing number that corresponds with controller sequence. Tags shall evidence that the City has recei ed material must be shown to the unless a shielded cable is used in which case 118 wire may be used. Common 2. The Contractor shall show evidence to the City that the Avner has De manufactured of pc corresponds with controller yellow in color with 1. Due et the scale of drawings, . 1s not possible re indicate all Architect. wire to be white in color. Pilot wire to be red and extra wire another color received all accessories. charts, record drawings, and equipment as black letters 2-3/4 inches by 2-114 inches, LCH�BIST Y or equal) offsets. fittings, sleeves, etc.. which meat' be required. The contractor shall carefully investigate the structural and finished 1.04 PRODUCT DELIVERY. STORAGE AND HANDLING 2.05 QUICK COUPLING VALVES required before final observation can occur. conditions affecting all of his work and plan his work accordingly. D. Physical Layout: 3.04 TEMPORARY REPAIRS • furnishing such fittings. etc., as may be required to meet such A. Handling of P.V.C. Pipe and Fittings, The Contractor is cautioned to A. Two piece type brass body. 150 pound class. with 3/4 inch female threads conditions. Drawings, are generally diagrammatic and indicative of exercise care in handling, lading, un ceding, and storing of P.V.C. pipe opening at base. permitting operation with a special connecting device 1. All Dipinq or equipment shown diagrammatically on drawings outside A. The City reserves the right to make temporary repairs as necessary to keep the work to be installed. The work shall be installed in such a and fittings. All P,Y,C. pipe shall transported in a vehicle which (coupler) designed for this purpose. the sprinkler system equipment in operating condition. The exercise of manner as to avoid conflicts between irrigation systems. planting and allows the length of pipe to lie flat iso as not to subject it to undue g planting areas shall De installed inside planting area whenever j possible. this right by the City snail not relieve the Contractor of his architectural features. bending or concentrated ex•.ernal lad wt any point. Any section of pipe 1. Coupler threads: lug type responsibilities under the terns of the guarantee as herein specified. that has been dented or damaged will be discarded and. if installed, shall 2. Prior to installation, the Contractor shall stake out all pressure 2. The word City's as used herein shall refer to the CITY's be replaced with new piping. 2. Hinge cover: Provide with rubber-like vinyl cover. representative. 1.05 GUARANTEE 2.06 CHECK VALVES 3. All supply lines. routing and location of sprinkler heads. 3.05 fIELO pUAL1TY CONTROL1:uthorized3. ll work called for on the drarings by notes or details small be rlYout shall be approved by City prior to install atlon. A. Adjustment of the System: furnished and installed whether or not specifically mentioned in the A. The guarantee for the sprinkler irri otion system shall be made in A. Swing check valve. 2 inches and smaller on non-pressure lines: bronze or 3.03 INSTALLATION specifications, accordance with the following form The general conditions andblastic construction. 100 pound s.w.p. female i.D•s. 1. The Contractor shall adjust all sprinkler heads and valves for option supplementary conditions of these spec fications shall be filed with the A. General: performance and to prevent as much as possible any overspray onto 4, The Contractor shall not willfully install the irrigation system as GI'r'(',;-, representative prior to acceptance of the irrigation system. walks and roadways. No spray is permitted on buildings. B. Antidrain valve: plastic construction, with soft composition disc, shown on the drawings when it is obvious in the field that stainless steel internal Darts. Spring tension adjustable from 4 p.s.i. to 1. All plastic pipe and fittings shall be installed in complete accord i obstructions, grade differences or discrepancies in area dimensions B. A copy of the guarantee form shall be included in the operations and 15 P.s.i. Valve may be an integral part of sprinkler head. with manufacturer instructions for same. 2. If it is determined that adjustments n the irrigation equipment dill exist that might not have been considered in engineering. Such maintenance manual. provide proper and more adequate coverage. the Contractor shall make obstructions or differences should be brought to the attention of the 2.07 BACKFLOW PREVENTION UNITS 2. Line Clearance: All lines shall have a minimum clearance of 6 inches such adj ustments prior to planting. Adjustments may include changes City's authorized representative. In the event this notification is C. The guarantee form shall be retyped o►to the Contractor's letterhead and in nozzle sizes or degrees of arc, as required. from each other and from lines of other trades. Parallel lines shall not performed. the irrigation contractor shall assume full contain the following information: A. Backflow preventer: designed to operate on a "reduced pressure' principle; not be installed directly over ore another. 3. All sprinkler heads shall be set perpendicular to finished grades responsibility for any revision necessary. GUARANTEE FOR SPRINKLER IRRIGATION SYSTErA equipped with gate valves and field test cocks. unless otherwise designated on the plans and at height and distance B. Trenching: S. Work of this Section rnich is allied with the work of other trades B. Wye strainers at backflow prevention units shall be 1251 class cast brass from walks, buildings. etc, as noted. shall be coordinated as necessary. We hereby guarantee that the sprinkler irrigation system we have furnished with 60 mesh monel screen. unless otherwise noted on drawing. 1. Excavate trenches to required depths. Follow approved layout for each B. Testing of Irrigation System: and installed is free from defects in m;cerials and workmanship• and the F. Underwriters Laboratories: Electrical wiring. controls, motors, and work has been completed In accordance wish the drawings and specifications. system. devices shall be U.L. listed, and so labeled. ordinary wear and tear and unusual, abuse or neglect excepted. We agree to C. Backflow unit shall be housed 1n a protective housing as noted on drawing. _ 2. Trench bottom shall be flat to ensure piping Is supported continuous) 1. Test alt pressure lines under hydrostatic pressure rf lbu pounds per repair or replace any defects in materia or workmanship which may develop 2,08 AUTOMATIC CONTROLLER on an even g y square inch. and prove watertight for 6 how$- grade. 1.03 SUBMITTALS during the period of one year from the Arte of acceptance and also to 2. Testing of pressure main lines shall occur prior to installation of repair or replace any damage resulting thaw the repairing or replacing of A, Type: fully automatic operation. capable of operating the number of 3. Where lines occur under paved areas. consider dimension to be below electric control ralres• quick couplers or any other equipment that A. Material List: such defects at no additional cost to th City. We shall make such stations and type indicated on Drawings. the subgrade. repairs or replccem:•nts within a reasons le time, as determined by the might prevent a proper test from being performed. 1. The Contractor shall furnish the articles. equipment, materials. or Cwt/ , after receipt of written notice. In the event of our failure to 1. Wall mount type in a housing with locking hinged cover. 4. Provide minimum coverage as follows: processes specified by name in the drawings and specifications, No make such repairs or replacements within a reasonable time after receipt of 3. All piping under pared areas shall be tested under hydrostatic substitution will be allowed without prior written acceptance by the written notice from Cit w: authorize he Cwt to proceed to have said pressure of 150 pounds per square inch. and proved watertight, prior Y • Y 2. Fuse and chassis ground all controller components. A. Pressure supply lines (2-112 inches and smaller): 18 inches to paving. COY repairs or repl:.cements made at our expo se and we will pay the costs and charges therefore upon demand, 3. The controller shall be mounted inside a steel. vanda- b. Non-pressure lines: 12 inches 4. Sustain 2. Complete material list shall De submitted prior to performing any resistant enclosure with a steel predrilled REMOVABLE pressure in lines for not less than 6 hours. It leeks develop, replace points and repeat test until entire system is proven work. Material list Shall include the manufacturer. model Hamner and PROJECT: backboard. controller, terminal Strip, and 117 volt tutle The 117 C. Control tire: 18 inches watertight. description of all materials and equipment to be used. volt duplex box shall be provided with an on/cff SWITCH arE 117 volt 3. Equipment or materials installed or furnished without prior approval CONTRACTOR: PHONE NO.: receptacle. Metal conduit shall Run fRom the 117 volt supply to tr•e C. Backfilling: S. All hydrostatic tests shall be made only in the presence of the controller housing. All power within the housing shall DE prcperly City, and uther duly authorized representative of the Owner. No of the City' may De rejected and the Contractor required to remove ADDRESS: BY: phased. A prewired terminal strip shall be provided clearly 1. Buried pipe in trenches shall be center loaded only until all required pipe shall be completely backfilled until it has been inspected. such materials from the site at his own expense. indicating the proper points of connection of all appropriate wiring. tests are performed. Trenches shall be carefully backfilled with the tested and approved in writing, excavated materials approved for backfilling• consisting of earth, 4. Approval of any stew. alternate or substitute indicates only that the 4. The controller Assembly shall be provided with a terminal strip loam, sandy clay, sand, or other approved materials, free from large 6. Furnish necessary force pump and all other test equipment. product or Products apparently meet the requirements of the drawings DATE OF ACCEPTANCE: BY: clearly marking the positions for ei9w- clods of earth or stones. Backfill shall be mechanically compacted in and specifications on the basis of the information or samples moisture sensing devices. The terminal strip shall De wired through submitted. kld ff landscaped areas to a dry density equal to adjacent undisturbed soil 7. When the sprinkler irrigation system is completed. perform a coverage five clearly mar ' on/off switches mounted on the face of the in planting areas. Backfill will conform to gulacini grades without test in the presence of the %w;; to determine if the rater S. Manufacturer's warranties shall not relieve the Contractor of his 2.00 PRODUCTS controller to provide sensing bypass capability. dips, sunken areas, humps or other surface irregularities. coverage for planting areas is complete and adequate. Furnish all liability under the guarantee. Such warranties shall only supplement the guarantee. 2.01 MATERIALS S. Controller supplied by Cal Sense 1000 Manufacturer or approved 2. A tine granular material Dackftll rill De initially Dl aced on all materials and perform all work required to correct any Inadequacies of coverage due to deviations from plans, or where the system hes Deen equal carrying a 5 year warranty on the entire assembly lines. No foreign matter larger than 112 inch in size will be willfully installed as indicated on the drawings when it is obviously 6. If equipment is as specified. no manufacturer descriptive catalogs are A. General: Use only new materials of brands and types noted on drawings. permitted in the initial DackfIll. inadequate, without bringing this to the attention of the City. :,ecessary in submittal. specified herein. or approved equals. 2,09 REMOTE CONTROL VALVES 3. Flooding of trenches will be permitted only with approval of the This test shall be accomplished before any ground cover is planted. 2.02 PIPE i FITTINGS A. Valve t pc spring-loaded. packless diaphra Cit 8. Upon completion of each phase of work, entire system shall be tested 8. Record and As-Built Drawings: Y y9n activated, normally closed and adjusted to meet site requirements. The Contractor shall provide and keep up to date and complete "as- A. Pressure Main Line Piping and fittings Sizes 2-112 inches or larger shall type with brass hotly , equipped with flaw control (and pressure regulation 4. If settlement occurs and subsequent adjustments in pipe. valves. • built" record set of mylar prints which shall be corrected be P.V.C. class 3i5 solvent weld type. capabilities). sprinkler heads, lawn cr planting, or other construction are 3.06 MAINTENANCE daily and show every change from the original drawings and necessary, the Contractor shall make all required adjustments without B. Valve solenoid: 24 volt a.c. 4.5 watt mtxtnum, 500 milli-amp maximum sirLe.g cost to the Owner, or City. A. The entire sprinkler irrigation system shall be under full automatic specifications and the exact as-built, locations, sizes• and kinds of B. Pressure Main Line Piping and Fittings: Sizes 2 inches and smaller shall be corrosion-proof, stainless steel construction, epoxy encapsulated to fcrm a equipment. Prints for these purposes may be obtained from the Architect at cost. This set of drawings shall be kept on the site and Schedule 40 D.V.C. single integral unit. operation for a period of seven days prior to any planting. D. Assemblies: shall be used only as a record set. C. Provide bleeder valve to permit operation in the field without paver at the 8, The City reserves the right to sive or shorten the operation period. C. Non-pressure lines Shall be P.V.C. schedule 40. 2. These drrwirig-. snail also serve as work progress sheets and shall be controller. 1. Routing of . Install irrigation lines •s indicated on the such drawings is the Davis for measurement and paymsit for work completed. These D. All pipe and fittings shall conform to pecific requirements as follows• diagrammatic. Install lines (and vplans. assemblies) in such a surname • 2.10 SPRINKLER HEADS as to conform with the details per plans. 3.01 CLEANUP A. Clean-up shall be Perforard as each portion of the work progresses. Refuse kept in a location designated d by the C�tv. Should the record A. Type: Rotex Driven, and pop-up types drawings shall De available all Lives far site reviews and steal De 1. P.Y.C. Solvent Weld 2. install NO multiple assemblies in plastic lines. Provide each and excess dirt shall be removed from the site, all walks and paring shall blueline as-built progress sheets mt be available for review or not •• Pipe- Manufactured from virgin polyvinyl chloride compound in assembly with its own outlet. I be roomed accordance with ASTM D 1784 or ASTM D 2241. cell classification 0. Part circle heads shall have variable arc setting capability, ameshed own, and any damage sustained to the work of others �p to dale at the time of any site reviews (refer to Section 3.02-8-3 3. Install all assemblies specified herein in accordance with respective shall De repaired and cork returned to its original condition, - Observation Schedule), it rill be essu+ed ro work has been completed 124548. hydrostatic design stress rating not less than 2.000 detail. In absence of detail drawings or specification pertaining to and the Contractor will be assessed the cost of that site visit at the p.s.t. 2.11 VALVE BOXES specific Stems required to complete work, perform such work in 3.08 OPERATING INSTRUCTIONS ,current billing rate of the Architect. No other inspections shall accordance with best standard practice. with prior approval from take place prior to payment of that assessm?nt. b. Fittings (solvent weld or thread): Standard weight, schedule 40. AValve boxes shall De fabricated from concrete to weather, sunii ht and the City, A. The Contractor shall be required to train City's maintenance personnel In . si4s gated, injection molded D.Y.C. complying with ASTM D 1784. 9 Proper operation of all major equipment. Provide written evidence of the �� :' 1 chemical action of soils CHRIST Y or equal, Embossed with irrigation letters 2a person or 3. The Contractor shall make neat and legible notations on the as-built cell classification 134548, including threads when required. g 4. P.V.C. pipe and fittings shall De thoroughly cleaned of dirt. dust and persons so trained to the City. progress inset• Jmoisture before installation. Installation and solvent welding c :.ily as the cork proceeds. shoving the work •s p B. Valve Dox extensions shall be by the same manufacturer as the valse box, methods shall be as recommended by the pipe and fitting manufacturer. 1 Lr'( _�in actually installed. For example, srau'd piece of cquips2nt be installed in a location that does not mat^_h the plan, the Contractor C. Gate valve boxes shall be concrete with lock covers CHRIST Y or appruVCe� S. On P.V.C. to metal connections, the Contractor shall work the metal must indicate that equipment has been relocated in a graphic manner so equal. embossed a_ to match the original symbols as t M 1cateG in the irrigation 3. P.V.C. nipples shall b. schedule 80 with molded threads. connections first. Teflon tape or approved cqua-i shell be used on ail �' f threaded P.Y.C. to P.V.C.. and on all threaded P.V.C. to metal joints. *�� legend. The to vela gine equipment and dimensions will then be L. Remote control valve boxes shall be rectangular concrete boxer. CHRIST Y or _ - transferrec to the original as-built visa at the Oropar Lice. 4. All P.V,�. pipe must, bear the following markings: Light wrench pressure is all that is required. Wheat threaded P.Y.C. - apDrored equal. with C I caves and locks, embossed with 1 4. Before the date of the final site review, the Contractor shall A. Manufacturer's name high and valve number connections are required. use threaded P.V.C. adapters into which the pipe may be welded. transfer all information from .he 'as-built' prints to eHOTO stylar 3.00 EXECUTION or similar stylar material procured frcv the Architect. All work shall b. Nonlnal pipe size height permitted be in waterproof India ink and applies to the stylar by • technical pen 6. Install backflow assemblies in shrub areas at minimum 3.01 SITE CONDITIONS by local code. wade expressly for use on stylar mate"ral. Such pen shall be similar C. ScWule or class to those manufactured by Rapidograr-. Kueffel L Esser, or Faber A. All scaled dimensions are approximate. The Contractor shall check and 7. Pressure supply steel pipe and fittings: Assemble using red lead and Castell. The dimensions shall be rAde so as to be easily readable d. Pressure rating in A.S.T. (not required on drip tubing) verify all size dimensions and receive City's approval prior to boiled linseed oil paste or an approved equivalent. Apply to rale even on the final controller chart (see Section 1.03-0. The original proceeding with work under this section, threads only. mylar *as-built* plan shall be suDwit_ed to the City for approval e. NSF (National Sanitation Foundation) approval (not required on prior to the waking of color chart. . drip tubing) B. Exercise extreme care in excavating and working near existing utilities. 8. Quick coupling valves: Unless otherwise indicated. locate valves S. The Contractor shall dimension from-WO permanent points of reference. f. Date of extrusion Contractor shall be responsible for damages to utilities which are caused within 12 inches of hdrdscape. building corners, sidewalk, or road -.rtersections, etc.. the location by his operations or neglect. Check existing utilities dradings for of the following items: 5. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings existing utility locations. 9. withsbackflow prevention sRepresentattiivit e•and controllers: Verify enact location DESCRIPTION 0 F REVISION o A T[ u r A M ROYfi'D shall be of type and installation method prescribed by the C. Coordinate installation of sprinkler irrigation materials inclining Dix. 10. Install valve boxes nutfun planters only NOT in tort areas. CITY OF RANCHO CUCAA�!Ot�GA A. Connection to existing ratey r lines. manufacturer. so there will be NO interference with utilities or other construction or E. Electrical Supply: b. Connection to existing electric&; power. 6. Galvanized Pipe i Fittings: difficulty in planting trees. shrubs, and ground covers. 1. 115 volt electrical service for autocratic controllers shall be D. The Contractor shall carefully check all grades to satis{y himserf that he provided for by developer. C. Gate valves. a. Pips shall De galvanized steel. American National Standard may safelZ proceed before starting work on the sprinkler irrigation system. IRRIGATION SPECIFICATIONS Institute (ANSI). Schedule 40 galvanized, mild steel screwed 2. Lar voltage wiring small De placed in the sane ditch and along side of d. Routing and/or directional turns of sprinkler pressure lines pipe. 3.02 PREPARATION wain lines unless otherwise approved. (dimension wax. 100' along routing) 3. When more than ore w re is placed in a trench, tape wires together at V. fittings: screwed beaded malleable iron, or 125 pound cast A. Mater Supply: e. Sprinkler control valves, flanged, maximum 12 feet on center, STANDARD PACIFIC f. Rou'irrl of control wiring. 1, the Develloper will provide new meters. C. Unions (2 inches and seller): ground joint pattern. 1. Provide a 12 inch eApansion loop at each connection and directional 2. Sprinkler irrigation system shall be connected to water supply points change• TRACT 13565 PHASES 1 - 4 g• Quick coupling calves. 2.12 MOISTURE SEN SImG EEqulp? w of connection as indicated on the drawings. S. Use a continuous wire between controller and remote control valves. h. Other related equipment as directed by the Architect. 3. Connections shall be wade at approximate locations as shorn an Except as otherwise approved, do not splice wire at any point. ill APPROVED BY DATE* A. Provide modol as shown on drawing for lawn and ground cover areas, ' of drawings, Contractor is responsible for minor changes caused by approved splices shall be enclosed in an acceptable Dox. 6. On or before the date of the tical site review, the Contractor sh.l) manufactured by Calsmote. actual site conditions. CIT Y ENGINEER RC.E '22397 deliver the corrected and czampletre mylar to the City, Delivery 6. of the mylar will not relieve the C.vetractor of the responsibility of 1. Provide low voltage vires to each remote control valve controlled by Each S controller Sha be provided r t se Da rate ground wire. furnishing required information that may be omitted from the prints. x. MOISTURE SENSING F.QUIPItEM DESIGN �� �s AEC wwraCN D sensor. E S Land/Plan/Design Group A. Locate in field as Directed by the Meht�acturer's representative. DRAWN Plann,nl • Urban Design • Landscape Archwrecrure SHE[T B. Check the system to ensure that sensors are operating correctly. not le R A M%0.0 calapO* SA@X@ """""a""� CA"00 1•e VW"~ 1 8 32 than four tines over a 30-4ay period. adjust of relocate moistur% sensia;, _^0f equ;pment as necessary, per manufacturer's approval. C. Any relocation of equipment required shall be within 15 feet of s sigin. CHECKED 7/25/90 DRAWING NO i E .S loc tion and shall oe a part of the work of this Section. JOBB STD 9074.9 PROJECT SHEET # 7/ OFBs SEE SHEET 29 FOR PLANTING LEGEND AND DETAILS TREE SIZE KEY � SAN N SEE SHEETS FOR PLANTING !e , 5� G.N. w 5� ; sb SPECIFICATIONS • ♦�,� �,�/ SYMBOL SIZE ♦ ' �-9, I't f21�1? '�1 '. S,F, NY'EV05EEUEO ♦♦ ♦!t�` �L off' • 48" BOX ♦ ♦ ti � 4 �t CiD � ,��, ♦ � � ■ 36 BOX i IZ�? ��le• a �? ♦ l� J �� ♦ _ .w,``� ♦ 24 BOX ' �� Imo•� � o &.N 1♦ ♦ � T �`0 � V� Rl+vs ��N��► . • �' • 15 GAL. MATCH LINE j •;0000�.: "-SEESHEET # 23 ♦ _.• ! a j - • rrrrrrrrrrrrw T F'►8Fi . I "w p",vy11lt►0191 11unummilu)�mmitIIUll�tt 'y u)fuLlt p1mlyIweNuufttllItii,t{t14I!imulLuulu►lllltitti���!�•4 - I,i�'' / 14 ` • T .• �� .01 ' . �• - - "''` 4-LhGErzsrRoEr�t��4 In►blc.►k 26 xYG ' �. , • `` ♦� ?° / PTT LA. 0 60 . � - J < CRI. YP' -_ 5 PLATANUS ACERIFOLIA' No' " EXISTING • ' • • , • ZoFLAP, Spy. . : � ••.� � • .�• , . KEY MAP FIBER OPTICS 5 XYL j _� •. . • ' ' .F, Z , CD 10 Pt�S • • ' ' . • 41 '• , 5 G ' • ,.;: , . P^ Tp.f 2 LAGERSTROEMIA CANARIENS BUILDIN • • _ ;'� 15 ' I . . :. / ` •' / DVX• INDICA . • `. 1A, . •� • , • ■ ,• PINUS �CYi I ,� ••' C , . ' CANARIENSI t I ; :• :> I - ,: • • / O27 f�f'•Imo? t ►� ��• Q Y � X, I 'koil� .01 C) ir _,,,j _ •ow ... •. 0 16 PLATANUS `-� � S�' � � � � O 2 LA US ERIFOLIA 9 PLATANUS 39 QBE• Ems• 6 PLATANUS 0 Q W AC � Z_ 1D �p,p c,��• ACERIF ULIA 2 LAb�.lt t� Irtotc-A � �5 to IN�IG� ACFRIFOLIA� W Ctl '' 24TH . s� , STREET �. o .�1. I �'�' ; z z J —T-- L! Q f-LA&GZsTctoe►aU -- � � PL ANTLEGEND U ILL 1NDIGA 35 �.C3�, E.b■ Q 2,� x�, �.lG C�AZ1 O d I sm c�.,�� �il,EroN �.we �zEu ,� SER CMI /� 3 • OIC Lu ■ ~ W (INDICA �E1 TREESeel ■ (n S oG NY V w���E� 4 7 .�, p+ .laRl ►16+s uvkRY r�iAfl enx 2 4 ' 3� 5' SID OWc A,A ' r r I L4I2� ' ; �� nv►x rA e*w rnRn fl ,e 3,erX zaoe ^ O tAr•i. I 'Ali • 2 4'Pcx - D,CC,- C, v � Pli+Ti+Jf /tt'#'k 1'l v. t Ghia 1 ft.41E 1 w� I/76 `•, 5 F NYi9KosE'EDED �} SOX. '' o 8 FST pox / I GEA. GR t. 'YP' + '' T yRF = 4 Y 4 SHRUBS • 20 -ry" �• � u�� w c ►� •s z oc �e,� qjf Of CA10V�- XYV I Z 1 p S 6 P t • a «c R`Fv se ti u. 1xJ's• 5 6�t �'o c D,e.& Sh ►i vu ru u' 6pe.AurA '5 3 oc o6. O" 10' 20' .01 7 oL CEA. GRI. lu PA2'� 4 � Tw. Tw.Grttrtu.1 ►��►b•llfihPtl �, -3 .6. V>4 '5 S, C'1P17i JAs a � JA"de ti 4- v., r wE..«r•-.ti .x.r.. 4K P fi'rsa r +6 UC/, �I �,,,• , , Rxte.ksllii+cWJ Std 4 ac. p,E,4 S LAGERSTROEMIA4' _ - Oc Def� INDICACK) �( V■ �µ � 0 c �,_ - - -- ,�t- p'o�. PAR S� 28 . e7rF-• (� VINES Ilr�,�D x wtpv u , c,■fti a.•,., •sem 8 f> r „ £ TRi. k. ricaRTi. R52TA1 fy GROUNDCOVER OF OR I 4 8, PLATANUS I X10.5 I > r . . x._ : ACERIFOLIA > » ! - -� � ��,3j. �r. � woe I �M ' V_ - - _ o � N f'tfF� r` e _ rTYo ofr.�4,.� ,; N.G x�a c .¢ - - -`” #• t _..— -KT`tJG�f-�cs*=C .._.. --- .S's' f'L1•t 11 u�-_ — s-, _ � -- ; ri•^' as: ►frLR-YfiY ' �K .. .Yln ..l.l � O Y iJt { . .- ' " - ,. � Y , Date r l - Ea Not WN rrr' ' „ j ,. ' F . r ! + 5� _ _. � a'K'� �`� �,;{ • ' ; . •• •, . _�. — '," .• y I •.:• " :�, ;. _. •, wp RIFT - > • •, ' — ~ , ' ,' '''•';.,. O DESCRIPTION OF REVISION DATE APPR. rm • • . •'• CITY OF RANCHO CUCAMONGA . - • . x X 2� 1 ■ W W ■ ■ � = LANDSCAPE PLANTING PLAN AbE. ■ U < 00 0 , 1 PINUS 5 LAGERSTROEMIA 4 &N �+P�E. ' �• ' PINUS NYDQoSEEDE� N Q W STANDARD PACIFIC W Q CANARIENSIS INDICA 5� .54 ' �� GANARIEN515 m c/) zZ ■ _ _ 24TH e� . o. STREET - � � '��.' Tu�F TRACT 13565 PHASES 1 -4 .J Q ■ NYDkD5EEDt D -VUKF S �y• � APPROVED BY � �-� `��'•� �� ` DATE •f• CITY ENGINEER �` 7 R.C.E '22397 ■ It . � � .' NOTES: - _ W ■ OESiCt� Lt�NL� PLAN 3' t .•culiv• Park. RECUMA�E. }D U Q W ■ 5E' SIALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY *. TREES SHALL BE PLANTED A MINIMUM OF 3' FROM SIDEWALK J.H. sulle ISO ■ CONCRETE HARDSCAPE OR WALLS SHALL BE INSTALLED DESIGN '""^• c" s�> >. WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO s,l�w N G ROU I SHI E I' F "DETAIL 'C', SHEET 29. *ALL TREES ADJACENT TO EQUESTRIAN TRIAL SHALL BE HIGH VAN DELL AND ASSOCIATES INC. R•q• �� �., .�. .?00 19 OF 32 • ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD BRANCHING, 10' LOWEST BRANCH. NOR fH CHECKED 7/25/90 DRAWING NO. 601, REFER TO DETAIL'F", SHEET 29. E•S• OATI FILI ,.O 714 -f414oO I \ S 'I PLATANU ►� 4 PINUS ACEPI US I \ SAN CANARIENSIS SE VAW , I WASH % S,F• NYDRdsEEDED tUICF I I I , 15 LAGERSTROEMIA ♦ i INDICA I CT) 1,54' 7. 5 I 1537.2 • 0 o I •• - I KEY MAP •• J I • NORTH 'f• I PLAN LEGEND CD •• - ( s,, a-s• .K_ ..o. : crrla �E szE frtw=��i i5� I2 CCA 6F2I. 'YP' • I TREES • • ,\ I �QURr> t.4,+h CAkJAI? blA ID fl 3 erx I 25'04 SiV A 1 ` -L-' C-sa B,G OY , age- r��Flf` l5441- ?doc g G lomil a: •_ p Z - - 4 4" '� 8,G 2 . P1 Ai y LCCu1a L-OLnAi flA.J t�2 25'OC r " M���ryy_ 3�Czc A (�(/I�lTfj► �/ HYDROSEEDED TUFF -' — B ��G ' • G1I G �cec gra -n�u> �1 rD IS Evac 2dac e,G . , I� � . � ! !." L6Z'.:ICd4'rPs:a h"'F1=I.SJ >� T 15 Ef/•L �O.0 n I 2•.ry:. Fa JH �G 8 PLATANUS . ••• I • . — SHRUBS Gt ACERIFOLIA J G-A"Z• I ,• I P�•� = . - .. •. RAP. D _ _ QGG � •� c Ya r titi - 5 / I •• i �li E.EI fr_i R 1 A-� L VI A laQf S 4A4_ 3'aG tE,G ABf ' i . ( ••• • - H,7 a.��- U ' rk ��R JAr-II.IE 5 W- 2'O.G pLi 4A. 3'oG. bQ ■ s,F, NY s 1 PINUS ., �s�, , 5 4 OG. eE•� CrAL rrr Ccs ^ "f xt ltd(cam^` Fa) 40-C D,E 8. .N. 4�.5. -1-6 Ef ;CANARIENSIS I GN. � j �.� �'ac P� • �6 VINES p ■ � � GROUNDCOVER '��f ■ 7Vi I I� RAF I 1 - c, csir_ hY _ , 1 A^ 1a E e,PAav — 71fJLA 12!OG F • ,•, u.-�- ; : +r.� rt,X'�'sem' � -f.sv , �C� � �> � . h •�• I CL8 AZ. % �' • . fx _ F �z• TREE SIZE KEY 1538•`i f-- , � � YMB L SIZE vAu1-r ALVA&t Ito .N. R� SAL Zoo 1H rzEPvlq� . r �6 48" BOX ZO• r. �- � WALL. IF ONT ok •r. • ' • / � 5 F Z , x V14 U 7- I : •, • •':. ■ 36" BOX LLJJ 24" BOX LIMIT OF WORK �" - • : •` Z I :: • P. 15 • GAL. • tw _ LLj • C) ' ►p Pa., SEE SHEET 29 FOR PLANTING LEGEND •• I AND DETAILS ■ s•F �• FCA Z- SEE SHEET -!D— FOR PLANTING ■ 5 F �NoD 202 A . SPECIFICATIONS � H,S. TURF G ■ PLATANUS ■ /,A/sTALL T-4/N/N� WALL l4/eot/Avp 6 PINUS h CMZ• .� ■ r © sc� VAuL-T ■ F ACERIFOLIl4.0 ■ N DESCRIPTION OF REVISION DATE /IPPR. �p � ■ CANARIENSI� _ ■ U � 24TH _ . STREET. : z W Sf, CITY OF RANCHO CUCAMONGA 9 J w ■ ■ J �, ��' �f! W ` - r ■ _ LANDSCAPE PLANTING PLAN • v � ■ ■ v v, �, w ■ SF �p`z• ■ E— w Si ature w : F ; w 1 * Da . * STANDARD PACIFIC TRACT 13565 PHASES 1 -4 APPROVED BY �' t DATE NOTES: CITY ENGINEER �� , , R.C.E. 22397 0' 10' 20' 40' UL$IGN LiNNi) ri-AN " t .°LU11VO Nark REL VME L4 L) ® • ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY & TREES SHALL BE PLANTED A MINIMUM OF 3' FROM SIDEWALK sulie 150 fzVJ�lO►�`� #3�° CONCRETE HARDSOAPE, OR WALLS, SHALL BE INSTALLED J.H. DESIGN l(vme . CA 927 14 WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO GRAW N G ROu p sKEEI ' VAN �p�I%L� A5�G DETAIL "C', SHEET 29. *ALL TREES ADJACENT TO EQUESTRIAN TRIAL SHALL BE HIGH R.A. (714) 474.4200 26 OF 32 • ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD BRANCHING, 10' LOWEST BRANCH. NORTH ltZVlW�, CA. -7(4/41, /Ii6o 601 REFER TO DETAIL"F", SHEET 29. cr,E�KE�7 DRkV� the �o. 7/25190 _ E.S. o�T[ �i�t ao /3.5.2 –L S CA4Zf T)f4f 38 �o P<>C 2 CK) CK/ 27 � F-A P r5E'12.' )z Inx. �� to T I9A_ 35 1�R.7 p0 � . ' .b.' R �P tz , � Cs.N. 50 �! A PINUS �`� AP � � GEA. GRI, 'Y.P' 7 PINUS � �� ' 6 PINUS CANARIENSIS • I CANARIENSIS 2 615A r^PZT, iCANARIENSIS Awl vw -74a civ 56r t : r . 1 K S ` ■ A �.' �, U ■ �� � �� spm � 1 (6 GtA. G 1e1. 'Yt?' � 0 ■ N 6 LAGERSTROEMIA _� 11 PLATANUS I RAP'So �I �ErG� �e 3 LAGERSTROEMIA 4 LAGERSTROEMIA W 0 U ■ INDICA ACERIFOLIA ' INDICA W m ■ W : _ ' ' ' ' INDICA P.' Z Z u' ■ 24TH a. z 5 LAGERSTROEMIA Z � ' �•�r �s,F, g� JZm J W I A �: �`�— STREET ry '�' _ < : Fm A FSf5. E.C� I I Q W W 0 !�, H7 p��SEEoED TSF b I .I I W Q W ■ h, - I l � U) U) ■ NOTES: hF. 2 , o ��•�. �. ' ILS *ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY •TREES SHALL BE PLANTED A MINIMUM OF 3' FROM SIDEWALK h CONCRETE HARDSCAPE, OR WALLS, SHALL BE INSTALLED WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO L EE ADJACENT TOE EQUESTRIAN TRIAL SHALL BE HIGH I ALL TREESQ �\ PLAN LEGEND DETAIL "C", SHEET 29. -BRANCHING, 10' LOWEST BRANCH. *ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD ) _-� \ SAN 5•* eAtiGA^rY� tiiartI2F fi 'U IL TREES 601, REFER TO DETAIL"F", SHEET 29. sEVAiNE , © D L A rKom 'P14 . I,9 _ , WASH PrJuS car,a arEucm UVs 'rO PH. 5-1 O 04 1 fc) " z� 2TREE SIZE KEY Cm kt.'xY 'J Fes#' fhL. 00.G. �� B,G M rt 01 X zo oG . A _ - ►3 MYO. PAtZ. -- Iri4 - �,, . ,s,,r� z5& zdaG. , •SIZE. P2 PLATANUSAe /► �/ PIaJ'� DL14 I Io1d11 flVIE 3�Pis 25'OC. r 12 GEA 6R I, 1.p " 24T°A ASG �, I-fY EED�a ACERIFOLIA 48" BOX DKos DrJ�al Iii ►JF SPUD z Eti" Zdac VII,C, t 6,G L pig .yJ ` iF 1 Fi EiiL O.G • 8G „ A • �0R , PINUS % ,G 36 BOX SHRUBS 22 6 N, -BRAG 1 Q CANARIENSIS 'FE.v'.cXAti,H.rcru+Erc . rC - 5 o.G. D,ff Ei - _ _ �. � 24 BOX see '� �: Z 3 N• / 15.4' Lela✓R� �C.�rzLu� AIAPP FiFL 3 OG bi :Ca Oce-:u-11 F vILL 5� 3'ac_ o> •� 15 GAL. 14 CEA.6R1•'Y•P� �� h JM+?ucr rte_ J {lig lE 5 tµL 2'OG %>A I o c_• •o,�.- C tw.ac; IrJrFtdi-tTitil i�4L. 3'oc. D,A r _ v IOPLl&ttAV.I� 5 ^•'- `}aL. t7E,c-f / A xYL x}La�Gal-� ` ''f xl1.Cr. 1'I � -F'>fFA� 40C D,EA .acs AC1Gta 11.c til. I 4µL, 1�'ac. P,6T VINES dr L2 X CCYld A IUr?1J�1 Gc(!o GIAw -7H 5 TURF 1 • --_ �`- -__ __ - ___ _._.__ - F, HY 05EEDE � 7 0III , • • GROUNDCOVER -� �p ' • , 2 I ac. t S • • ru � Qv / Gr / KEY MAP EShZ �.71yJt�a ----- {�� 12O.G. E( V P e • •, f ' YI'a. rtYoa;�Mt#'vt �p pi>X. 't ' NORTH • ' ;; SEE SHEET 29 FOR PLANTING LEGEND 2e X-(L, ' ' AND DETAILS �6I /0I,, wtowSEE SHEET 10 FOR PLANTING ' ' ;'• 00 SPECIFICATIONS I L.JJ I577A.0 5G ISZ'S0 • , ; z , ��, 5 : •I4 PINUSq ... ,•• •. � 5 L GERSTROEMIA Q ,i• I• L w I ti INDICA . 51 nature ■ 1 CANARIENSISCA ' . ■ • Date j 2 CEA-GRI 'YP' _YCn ., 0 T�EI.�'� SA,N S�VAINI: QST SIDS ■ X_ \ •• , DESCRIPTION OF REVISION CI W DATE /IPPR�' • o° CITY OF RANCHO CUCAMONGA m .%•• •• W ' •a VizLANDSCAPE PLANTING PLAN °� • • • . • :: ' .. •: . . • .. , • - . . . -• STANDARD PACIFIC QLij mu is � -� ,�.��� TRACT 13565 PHASES 1 -4 10 PLATANUS �(�•� _ ■ � ( APPROVED BY DATE r ♦ Lif EN INEER ■ ACERIFOLIA CITY G R.C.E. 22397 '' ■ 2� NYG'�oSEEvED f 10' 20' 40' DESIGN J< t � fcutive Nark RLC MN NDED t, t�NU (`LAN _ 4TH �' Tu�� TREES \ h NYDKOSEEDE� ?UKF sure ,so S __ �" J.H. • vts,oNs��: h DESIGN lfvin• . CA 92714 Alc-� DRA1kN SHEET R.A. GROUP �> 1, ,7,•, o o 21 of 2 � \/�� _ NORTH cr,ECKEDDRAWING nO. � /25/90 IKu(N�, Cf'� X 141.414-14D0 E.S. DATE 7 FILE 000- S o S L i _74__ Of- 5 S H L L I S 1_4A 'EIZST?rOE M IA I iib I GPS N YD(�OSEFDEf� i LA�1=fz�t-l�f✓M tC. I N Dl CA 3 L-.AIC�ElZ�T1�O�M1A INb1GA LIMIT OF WORK 15 GAL' - rrrrrrrrrrrrrrrrrrrr rIiIt > - REFER TO SHEET 25 ■ CD 0 CRESENTA WAY FOR CRESENTA WAY PLANTING PLAN I 3 ■ �I 5. . ■ • LLJ . — - . . Hw M.W.D. OZ' 0. . . ' - - - r _ FT s -; = ,' Y . �,IC:I•, I, I �IE_ r t II : rz. I I : I � r - � It S SEE SHEET # 2 4 RHs LANGEA i CD 10 115 GAL.. 1 1 �_ 2_� 1 - AKfNffU5 UNEDO ` I5 6AL. IG�. �/` - 13 L_P��sr c-r .oEM lA 1NDIGA 110,11111111 I COAL ` <o RHUS LANGEA 1COAL. - 5 AI�f3UTUS UNEDO -- -- 5 PLANT LEGEND 15 GA 2 ExKfiIIV 6LWIT1= L. -- SWAL.E CONTINUOl1� I TREES SAN I —� \ Z• �` ARBUTUSUNEA7 rRLnEcrzY 15G,�LI�20'0.C. SEVAINE , S= i WASH LA5•ERS-7TKOEM IA I NDIGA RNUSL.ANCEA 1CAN SUMAC ' 15 GAL. — -- - ---- LLLL� pp I NI-7lCA 4- IrtYRTL£. _' c ir1r c L NOTES: ` •ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY • TREES SHALL BE PLANTED A MINIMUM OF 3' FROM SIDEWALK ; CONCRETE HARDSCAPE, OR WALLS, SHALL BE INSTALLED WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO sHRuas 2 - DETAIL "C" SHEET 29. _F����a�� � u< N. .N 5 ; 5 0 . o>✓,� . e us 14F�' S F{aL 3'o G b,6,G 2 1-^6,IfMbTfz01=MIA INdIcA • ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD wur :/•4. J� 01Gt3i �i `�'r'111JE 5�- 2'O.G. pf{ ET 2 . / P 601, REFER TO D T I F SHE 9 2 air R/�Fi+.o,�••_ IUtx'..ti 11.1pV; k'/1.t1{1r�VJ ri44t- -3,ac- G,A 2 L.A�,gf �� -C EM If. INDICA 10 L_^6Ef�5TfZOEMIA 1NbICA �..P �, s ,�" •� I• �+ 5�w o� eE,�+ 5 COAL.. , 15 GSL . - 1 � � vn ��c > ;� 4'o.c d✓ I I— NY��os�E.Dk� � I �Lp,oCr,>6T �u VINES KH US LANGEA Al -- I - ► ; 6AL_ . 1 I - Z4" SOX LIMIT OF WORKGROUNDCOVER _. - - . - - , r _ , _ lr• r- rr- - - - -- - a7.a4 J� e fesa. V f3J•"f �I 2•GI6REFEFiU SHEE1 25 G . � ■ FOR CRESENTA WAY �'G' KEY MAP ■ PLANTING PLAN CRESENTA WAY 'rum iJ r m'ca NORTH ■ ..................r�»..:......r.» ........... »............l..-- ».......».«...»..... .. ....,.,...iw...« ... ». ...w...+.«................. ».................» ...................... 4, w 4' cr p , ■ ' _ _ •_ _ ,, CE1•t�F-��.jN� of EX N� _ _ + �, _ > ■ • : ' u- SEE SHEET2.9— FOR PLANTING LEGEND ■ .. . - J AND DETAILS LLJ > ■ •`'' ° ° ° ---e ''~ M SEE SHEET 10 FOR PLANTING al m - • • • . .. D J 2 _ SPECIFICATIONS MI-A-wD rim Nr_ —J ■ . • r ! • O O N • • • • • : • • • • O • • • • I REVISE r'1,ANTIW& IN M.ND. R164T-oF- y • • • • •, A2C4 MoDr FY HAleDSC.APE Tb 'A 5-F3UI�Z' ,. cIlK Q DESCRIPTION OF REVISION DATE s mvi — --- — — — — — _ �wsfik CITY OF RANCHO CUCAMONGA . — s _� _ _ :_ _ . a _,�: � � � II�- � I� I� r� II � � I� I�� r I� � - � � � - � I� � � � � SII` � � � _ t- I� +� It _ f LANDSCAPE PLANTING PLAN • 13 14 15 16 CE) 16 I Si ,attire I, Irpot�. 1 *1# - 1��1,0 I�� y � Date * STANDARD PACIFIC 4 KN US LANGEA A�ITu� uN�l�v '"�' ` '�T' "` ' 15 &AL 2 TRACT 13PHASES 1 -4 IS 65��L. TE . �•CAPPROVED BY , �1j DAT E 1 SWAI6 CONTINUOUS 0 10 20 40 CITY ENGINEER R.C.E. 2 N� 22-397 DESiuN Nr� l) I'1-t�{Y J4 t >rbLullve Pb(lr RE.COMMILNDI~U Sulle )so IZNU✓ LAI1C� �D RE�/I 510 N s J.H. DES[ _N Irvine , CA 927 ,4 mv_ �-- I�&AL_., I Z4 X 2 LAFaeR�TROEM i IND ICA DRAWN s►�E E S A _ NORTH GROUP (714) .74 4200 o32I Ahf3UTUS YAND LL If ASSOG. R q 22 cHE�_►cEtJ DRAWING NO. 7/25/90 GAT FI NO 4• 152 � IRVINE , A .7►4�474-140b E.S.ESc �c s ~; C; 6,7 cEA . 'G•H. I . .41 G 15. SAL . :7 J SEAL � 4' O.G. WARDMAN BULLOCK ROAD � 35 F•t�L . U W slo- D A Z FIRST TREE TYP. 0.0 A Wof �.. W CURB QW - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q _ - - - _ - - - , ,,;:tom• � - •��. _ •� - -�' SIDEWALK _ -- ®-'�' -__ -- c-. -- --- _. -- �"--.- rte. .•.......... �— � �—w rr rrr wrrrrwrrrrprprrr W Igso,S a2 MATCHLINE 'N' I S 5 3,-4- I s55. `� ao 39 ' S5-7•5 383736 > (�D Yo _ 1 - - - - — - - - - A R/W //R/w 5r ,� m EXISTING ! Gt of TREE CAP FIBER OPTICS s c*, GEIj5;19A- I of � CAP Z / .Et-FLT HIC-H 16fZANch►INC0 Z,-,S• BUILDING I �PFLIMEN w/ MIN CANOPY •5• 4• HT. L-CIS PEQ Glrf ., u�TizoFngi = .J AOO .IDO/T/OWAG ACOCA'J TO TOr L , IN SPEGTOFZ V ADD ADDITIONAL &LOCKS TO .��� n��H • N OF GA'/ST. IY,4GL,G�CY/TGOfItC/NfdRCGO. a CN•1•L -SEE sr. /mp. 4ANS U TOP of ex10T. WALL,GRocjrso Ty► 1� V « + RE(uPo+cctD. -SEE ST IMP. PUWS SPEC MEN W/ U /� �j 47/ LN,I.G• I MIN. CANOPY < 2' �UN/l� 5WALE W1771 �7 `� E I W �-f s!'.'� - r HT (o'-61 3 Isu FQOpKS Box C,L.oWr-/NT,'M.FC.) W PEle C/fy Z Jit SFS ST /ti7Y PLA,/5 Go,e CONSfAfGCrION ' ; i.' , j � INSPEGTq¢ Z W 8•dLLCX' Il txisre•cexe•. W AT FUTU2E r h Du GRO!/TE•O 5907r-KF-Tr- �U (rNWMATICALLY EXIST 8•CONC. &LOCK CONNFcT/O/POINTE TEE OF� $OX-$E [leRI�AT/aN APPLIED CONC.) WAL.C. SOLID GROUTED MA�KGOGAnoKOF MA/NL/NE fi Vuu CN•I•G•) /.2RIGATION STUBoUT ( //`/STALL ,G/�]'� O _ til _ ' 4'-10" YU SIDEWALK CN•LG. ON GUaf3FA« vv/7I'/ / "C GUCP� pr�fzlewAY 6 5''0" - � N 3• Tit/A/YCsL `t,/p VALVrr /N��7 � a 2 2 e r N � 51pE wIJ-K 5'CN•It ' v 44 C.T. 1 M N G12ADt= FARKWVl \ GIeAaE =o SEE SHTS. /5 /(o FOR LOGAT/oN cF 4 scwK rx0TE,cTION j I h OSLO Cf //ZE/C�AT/ON Lhl�/2iF�.UIt STUF3IXIr5. INxN-t, 5 CaAl-. T��E, '1 CN•I.c.) — COQ THQOUC>�Ex/ST/wC� Z �LOGK LOGO.-t�p.,s SHOwN, y �,L. 15 CAA.L, /j /?,'/o � _ —'•-R I W:AL_L AS NF�OEfJ � PLACE 2/' P✓C L PR102 To )00"fZJN(j THE AT - b_ - y e } 8 1 tq.C�: I�`l Q.. }Z U M2 A ® - ' i CL R. W CAL-. /T\ q'-a" /sa' /3' ;o' /=s' �� 1= T��T�.IL Y O I'-i ri!' - L1 ��►z PL�AC E MINT 00 1 - 1 • • ti to - • PAIZKW^Y T�Z 1c FL_AC5Mf�-NT- r 8 P�.12Kv�/A`( T1Z�E 9L ACENtN-r cls GV_ . . J Z A C� O 5 bA.t_ r" o. G . T a G 15 , SAL. . L) 5 Gil PAV_ (2 Zo,a,c, 7 GE I. PAiZ 5G @ 4' o.c, � 13 LACE• INDIC/�. 3ZUSfZA ■ Q W 5 C sEl: �. "A" THLs SHEET s ��. �� Zo I o,G. ; SSE D "g', WARDMAN BULLOCK ROAD 5 COAL. @ 20' w ■ � co FOfZ PLACEMENT rt+►S SHT FOR PLACEM1^NT SE E DETAIL ,IAII THIS ' SHEET Foj2 Pr-¢•C�M�NT _ so HE-L. . NUM . �. ■ TYP. (o ■ � I f�1� @ 3' o.G. J � lot ■ 8 .t i C _ CU ' le - _- .. _.._ ... _ _. .. e .. _ _ ._. .- -_ -. - _ -.. - - - -- - - -`--•- ._- ... --� _- . _., -'r. -- _ - - - � _. ..- _ - I' -__ _ -. - - •'E; r<;"; .T -p - - - - - - - - - arms - , � il' ji' L s `C N; i r"'� lj i t�• �- ( - /. .('`�_ #..�• P, ..r- :., -�-°w- ,��'= - J� :,.;s••-�. 1'�` _ _ _. J.x...,� L-.r., :_ti.=/`. T_rs- -•�-�'�s0..--s..- '--�....w.- ..1 . �s:-: '.�.,_, -?rte- �. J'.�. ./ '._k�.�- .•-,�..+ ;/ � '� -� � \ V - ���-.T ia: .. �i Via.bra _•Tra w�- �s�.��- ����� ' - - ���..- � • , I` 1 x r �X�_,. ...,.. .. ._.. RR. ■ Q Ls W MATCHLINE N ♦� ---------�� c ♦ .."aa, rrrrrrrrrat CL fr rrr . CLO rrr 35 ���' � CD■ • I�G3. S 15{dy.� I�85.D ► S 27 � U Q NOTES ;LEGEND . Q • A'�r rr 'rFRH I(S THAT T .R Y�ITMIN ,' EXISTING LOW CONC. BLK. ./ STUCCO WALL NOS: QUANT/T/65 SHOWN ON L,5CiWD,4)w F/e EST/MAT/Nb T o- EXISTING HIGH CONC.BLK. / STUCCO WALL Pu�e/�os�5 oivLy! F/NAL QUANTrTl�S C?F PlhNrM.4TE/2//�1 5 a, III , ROOT 13ARRIF-RS PFR GITY ST ■■•••■■D= EXISTING BRICK ENTRY WALL /NSTA�LEp SHs�LL �3E C��!/�IZNFD SY TNE- /ND/C:�9rED PL/4Nr SpAC/N65. /l 1l.,1TOTCCCR TO OPT1A1 "G0 c�r•�T - .. _ _ • L S ET TREES SHAL E INS1 ALLED f PLANT LEGEND 7 PER CITY STD. SLO,REFER TO SHEET 29 A. SYM, BOTANIC NAME COMMON NAME QUAN, SIZE REMARK/DETAIL R.R. RIP-RAP SEE CONSTRUCTION SHEET 4131 NOTE ; EpFFcr/V� 1o//g192 `- SEE SHED 15 FOR IRRIGAYION TREES . p1_AV AFPAOVAL /5 FARRaooO WA" CONSTRUCTION PLANTING AREA (GROUND COVER) B AWO AAS SNoA�/N ON ?NE Pc.a0S. k Al - CZW5T1ZUC77oN SAN : -A-z * GEIJERA PARVIFLORA AUSTRALIAN WILLOW 41 6 GAL. 20'O,C. BC Q/VLY 1ADD WsltzlJM�/ F3uLLOGK 1¢D. LANDSG4P/lyb !!1(b�9j Qi(��} SE VA*,f WASH • 7Nr5 SLHL=ETRL�pucEs 7><+E P/ZevrouS�Y APPRovED�[3c ) CITY _ _ LA�eRsrrzoe IA INvlcn c>zEPE MY>zn� 'Kug�za 2I s vQL. 20'o.�, g,c SKEET 23 64 HIGH 4 45 MCSFIZVE0 III Ft 9,5 A�,eOVAL . DESCRIPTION OF REVISION DATE APPR• GLENDORA DR. 14 LOT NUMBER CITY OF RANCHO CUCAMO - u �E , No T� N A I� I 1615.6 LOT ELEVATION SHRUBS ,,li-3a-9 QI , )eEFO2 To Pl-,4147 � pETA/L5 LI PLANTING PLAN O C 5. C:,: 5ALv'iF,>,_;U,i 5/, - SAG fKOCKROSE � GAL. 4' O.C. D,G .1� I ON stir. Z15A Foy use Wiry Y 5 GAr2�'E{ GRE-E-t'E? 32 ■«■�1 LIMIT OF WORK • GAL. B O.C. O, G � _ u• TA`-'S PLAN SHTS. 23 24 ,,�. .-• - -�-�4 WARDMAN BULLOCK ROAD - Q AN /N(� \ o P r AX�s w/�N — - PHASE 1 4 FIRE HYDRANT _ _T PN. /-,f UrIl-I E 5H7. Zq p A/�s. , STANDARD PACIFIC TRACT NO. 13656 _ o � VINE �Cc PROJECT AREA CITY ENG NEER — sr R.C.E. '24 JUL 0' T — - -)---j - - DESIGN f RECQMWE NDE D I 24TH STREET y GROUNDCOVER ,- = = �- - DRAWN NANCY R. PAI,MER, A.S.I A � 5�4EE� KEY MAP HELIANTHBMUM / PLANNING•LANDSCAPE ARCHITECTURE Mt`� HEL. SUN �� I c�.L �� >G l,fl� 23 OF 32, NUMMULARIUM NORTH / ( ( _ " NORTH CHECKED DRAWING NO. - -.� . N 1352 -� 17801 Cartwright Road,Suite C Irvine.CA 92714•(714)474 1400 mm CF ( 12_ I OIli 2 — — — — — — — — — — — — W ILI 2� bfI -L. NUM. 9 GEA . 1 C .N. 3r� GIS. SP+L. 0' 2.3 LAC,. IND. '$Zjr3. i2A� s 6�- � 4' o. c- „ �,- - � I GSI. PP.f� . W H . � , .. W Q 5 �°�`- S�E �� 'S'� T �3 WARDMAN BULLOCK R A D ^AI' sHT. 23 LU < 54 cam• ' G • t Z ■ IUD ■ ■ 4r S S bAL @ lo' o.G FI�tS'f T1z1G W ■ _; CURB - - - - - - - - - - - = - - ■ Uj - - Uj s r Z SIDE W �. I c,� L7 v 1 c . ... . . .. D 4-/ tl W.I. .w'9..1.Y.�)4! _ V,c�lsl •S� h ^- .\ U - - - u - - , �• �� � WALK ■ = f , _ Q w ■ �- RR. -� - RR. w ■ 1 777 aaa aaa��aaaasa sa . . aaaaaab r 'Y �-- _� ■ ■ Irrrrr rrrrr r � INE N ��� > ■ ■ MATCHL ■ ■ � C42D ■ ■ 1s O ;71 • O 40 (J IIID I�qD.3 Isgq.� � ISI 1 . 5 I(olot� I(do,p W c , L > O W Q 34 C E I . PA K. . J Q Gl SEF Vrrt-. "AI' >{-IT 23 U _ I'— W - - - - - - - - - - - - - - 4WD - - Q w MCI) 32 ifEL . Mum. ■ I &AL _ '3'- 0-C, ■ V3 GIS. SAL. '■ S�aL � 4' o.G . ■ WARDM AN BULLOCK ROAD ■ • UR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - ' .7•- moi`. '-) - J 1 'A_ . _. S .c __t .. l� { ..,-,.t...1...._-«.-;..J _ -Y +..-<.L.1,..�� - r... � -�... r-. +c'•«. ..e _ -, �...r....a - _ -."� \ -�•_� l - - --1 � •'-�. ('{'' _'•-t->^" ,�^^'-�.--+ _ J .i_ . , .,_..,, r ... �'.•r< .!^1.-r+ •`- - -� ' a-`"- 'Y_'_'r'.`s-r`- . 1. SI LK MAT CHLINE 'N' 0 C6 CD 14 0 CD (ID QD (]D b13.5 I USf. iloil.7 I(,Iq.fl I(o7� .q I L?j}.S I(o21,7 Ilo� S � J NOTES LEGEND 0 AEE EE TRUNKS N rusr �Q� utl�_ EXISTING LOW CONC. BLK. / STUCCO WALL ,.� .., w, a rR IN - —a EXISTING HIGH CONC.BLK. / STUCCO WALL hI4JE=QURNT/TIES SIfOW/V ON LEC ND Re-E row QST/Mf}77N(� 9” r , w a ■.R m END= EXISTING BRICK ENTRY WALL Pu/Zy0SE5 CIII F/Ni9L OUAH777-IEs of P�9t4rlI£ �4Ls h 5r,441 w SNAL..L $E C�OVEK.NED B y T�/ND/CATEA f��9NT SP<JC/NGS. • ALL STREET TREES SHALL BE INSTALLED PER CITY STD. 510,REFER TO PLANT LEGEND SHEET 21 A. R.R. RIP-RAP SEE CONSTRUCTION SHEET �}-� SYM, BOTANIC NAME COMMON NAME QUAN SIZE REMARK/DETAIL NOT 'O�5 S . ,, TREES � • SEE SHEET t6_ FOR IRRIGA' ' O� � PLANTING AREA (GROUND COVER) `- THIS SHEET AEPGA CES THE F915"WousL y APnrzovI caL.4,vx) SHEET 24, wH/cy W45 Ir SAN i 1 GEIJERA PARVIFLORA AUSTRALIAN WILLOW 37 5 GAL. 20'1 ElZvEj> FpK FM7 U�eE ARPRO%1ALl._ . SEVA** B C •( I 1 J LAC,EiZ,TR-CEMA NDICA E?E MYKTLL 11zURi(ZA 2?J 5 C>A_ 20 O.G. 13,6 • IzEFE2 TO F4,4A- 7-1AI& t>,57 -5 0,1 5H7- 29.4 CITY FOfL LlS� W! DESCRIPTION OF REVISION DATE WASH __ I 14 LOT NUMBER ASL p y�� TH 1�GA/V SHEETS 23 f ZQ _ APPR. r f'�Ar�T,Nl- Ar�fs wlrH/ter CITY OF RANCHO C GLENDORA DR. I— pK• /-4 14TIL/ZO UCAMONGA II 1615.6 LOT ELEVATION SHRUBS L SH7' 29 DE57A/L5. �0 ■"NNI LIMIT OF WORK t \ PLANTING PLAN _24 -9 _ WARDMAN BULLOCK ROAD 01 U FIRE HYDRANT ( t c-IS s-vI SACL AF rZpccRosE 88 5C<L. 41O-G. D L PHASE 1 - 4 J SAL.- SALE/I F d L I L15 �L�� HU- STANDARD PACIFIC . 1 565 GEn, ,ArZn.�S _ _szE �E.1Z _ �Al.. _ S AC TRACT NO 3 'o G.H. HOfKIZONTPl:� -� PROJECT AREA 3 . APPROVED 8Y L-T � ,�(�' .� �, � ��� DATE `r 11 1 CITY ENGINEER JOL aNL IL R.C.E. 24953 GROUNDCOVER DESIGN fs `r RECOMMENDED y - -- 24TH STIR ETI_.. --SS7fT111TT- . ---i .Q- ,. 0' 10' 20' 40' I-DQ- • DRAWN NANCY R. PAI,ML'12, A.S.L.A� `" � SNEE7 KEY MAP NUMMVL 4 uMM 2 }.oG D,G J PLANNING•LANDSCAPE ARCHITECTURE P � OF 34 HEL. SUN ROSE_ 58 I GAL r NORTH ( � t CHECKED DRAWING NO. NORTH 17801 Cartwright Road,Suite C•Irvine.CA 92714 (714)474-1400 onsommom ShFf+- 7_/A NOTES: • ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY o1' CONCRETE HARDSCAPE, OR WALLS, SHALL BE INSTALLED O��G WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO V - DETAIL "C", SHEET 29. Q • ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD \ 601, REFER TO DETAIL"F"r SHEET 29. • TREES SHALL BE PLANTED A MINIMUM OF 3 FROM SIDEWALK L ) ? / vy r- < � Q i ,\ IL 0. it p L rf. •1 I u 11 KEY MAP NORTH 0 d. t � . ) cl �� UTILITY LEGEND x, Y A WAY CRESCE STREET LIGHT 1, 0 x ,�'� FIRE HYDRANT 9 LIGL � WATER METER o - ! � 00 SEWER M - / SPLICER BOX PRIMARY SWITCH HANDHOL E 0 1 , DRIVEWAY APRON (TYPICAL -� (TYPICAL) / "-• • � FLUSH SWITCH �� r � 15 LICL • �,\ 14 U GL __ ► i�� h�, �, z P TREE LEGEND p V "J" b cf _ r*10 ABBREV. BOTANIC NAME IVA6IH6 -soft1q E LAG. LAGERSTROEMIA INDICA 2U' LIQ. LIOUIDAMBAR STYRACIFLUA CU Li j � ' PLA. PLATANUS ACERIFOLIA 301 / / �— y til 1, t r�"ui' E '.r.; O i �cj t + Zgi.<o(ti4S!i�/�3 �f'4CkN . j�,� Q •o+00 00 4roe v.� , y �Q; ,�� % PYR. PYRUS CALLERYANA 0 Z,pl °` tWAV P BRADFORD' (TYPICAL) oe 49 �.� iq SEE SHEETS FOR PLANTING LEGEND AND DETAILS , •a �� ALTADENA COURT R HEFT FOR PLANTI SEES ISL NG SPECIFICATIONS 41 1 J J CITY Cf - . . DESCRIPTION OF REVISION DATE m ; APPR. 411 P R CITY OF RANCHO CUCAMONGA < STREET TREE PLANTING PLAN T�. O i a t ure STANDARD PACIFIC p �--- S � - TRACT 13565 PHASES 1 -4 • ` Date APPROVED BY DATE CITY ENGINEER R.C.E. X2'397 • d` PAN » E.acuirve Park, RECOMMENDEDHAST ( NS RANCHLANE o• 20, 40• e • DESIGN N 1) Suite 150"c, Irvine . CA 927 14 r oDRAWN SHE 1 GROUP' `OU P (71/) 471 4200 F32 NORTH CHECKED 7/25/90 DRAWING NO. E.S. oATE FILE No _ SHEE-1 _Ze__ 0F 8s SHEEI S RIDGELINEPLACE u ° SAN T,a"``' GLENDORA DRIVE I (10 vwSm a PNE PLA `Y`�' a ^ 35 ;# • I t1 �� ' a} m ,f 1 6 QY e G V \ `� � jr, . 1, Qt• ,� t • , - .1 ,-j r.a R'"';f4 ', C).. N , ! ' , a _ _ - l - - S 'tC- __-_ _..._ +� _ n_.._)E`;_ .'_ _ _ (pC ✓�` -- ` _ l , f 4� ►Lj� �� % \' + o 4/4 772 if lcit PLA FM it tom(, �C 1•j, �ti • 4{-'- j RAF r'Q 33 34 NOTES:32 b y ` T `� .),;X • ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY r hg O CONCRETE-HARDSCAPE, OR WALLS, SHALL BE INSTALLED3 KEY MAP WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO J ; f` f . NORTH � DETAIL "C", SHEET 29. *ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD G �M Y 1 REFER TO DETAIL•F" SHEET 29. 1 UTILITY LEGEND 60 , �, � ►' •TREES SHALL BE PLANTED A MINIMUM OF & FROM SIDEWALK �Gj4 C7 STREET LIGHT � ANE FIRE HYDRANT LANEo ANNANDALE L �► SAN DIMAS t 4 � �� WATER METER 4t -3 RJA '<SS, zS. ►�,_ 1Is. SEWER STREET }it I ►A �B t , d �, t '.''�i1\ i���� : INE a I J �_ SPLICER BOX (►�) �''`. _� 14.4 - p. 53 , -� PRIMARY SWITCH W N ' E R ) I y 1 r 0-A P' R ) 0 _ _ Ioft HANDHOLE !� w "a . :X i - O J Cc7 ,L n - „ t, 1 i i , '�:�, ,1-' � — _ , • . rlo'-T31T�._..,tf'„1'J— { /3���L t� �t 1 F .� _ �1 - r _ __j[ � _ t0� 1-- w -_ ® FLUSH SWITCH ampr . - sr? b �, 702 1 - � ------- ��) �t , . �� o _ 4, - TREE LEGEND _ h �:: r4``'� , qty It g'� °+ tt� 5' ��?s '� - � ABBREV. BOTANIC NAME 5 'AGING-t 1,4 `^w ' t '8 t s ' Q; `'t�� / �� � � �� LAG. LAGERSTROEMIA INDICA 2s�1 Z r, �i�� ,�0 ti Dig hL k , „ 3 I V om " ;�''�� (� 3 J'D � tv d'� '` a�' Y LIQ. LIQUIDAMBAR STYRACIFLUA LD1 r — b (c' �� '�0 Q , 4 v �5 � Q PLA8 PHASE LI NE ZF PLA. PLATANUS ACERIFOLIA 301 PH K 4 7 I tNf t ' SCE N PYR. PYRUS CALLERYANAjil201 t o RE N BRADFORD' I- zo� It AfWA9 CD '�. •,� ' � ;� ptlG� �' � t ,r SEE SHEET.L FOR PLANTING LEGEND 4� °� P H A � r 5 zr � � AND DETAILS *9 ZTREET TREE EASI[MUIT Ll U3 SEE SHEETS FOR PLANTING U. --4) , f► SPECIFICATIONS 4. triT E�-�-5�O N / • ��, 41�/- `",`� f t+` , _. r-�q*? 22 ��cE PL� •6Ia�p : �� 5g 2 ec,e �. 1 �W�_ REVISE DRIVE WAY APPRoA-WE 5 kELOCATE A -��► ii/EEDED. �•,,` �� rvo T+Ps �� �5'+ Icily3° DESCRIPTION OF REVISION DATE APP R. (� - ry j -� f �� T`r , � / �� = y,• t .� - - 'T ,z `� 5 ? �— �� . `q.6` ` �h � � _' -, 1 � ,- ! i _ ' ." . _, _- • is a�off {C.'./''-�q� sir.'•`► t _ - �---' s•c P ,� , �` ��.i� , a ;) 2 ,e CITY OF RANCHO CUCAMONGA qs,F� �, ,�,_ ��Er _ - _ o°- ;� S�1I►.S Ofd - 1 � El /1 .,� - ��to STREET TREE PLANTING PLAN Si atur - _ 0_ � 6 41 STANDARD PACIFIC v �1 - tiE ' ��� - - - �.aE� ti k i� - ,� `':d 7 �0 `t Date � '�� TRACT 13565 PHASES 1 -4 IPA R d� . � `� Q3 QTR a'�r d'' APPROVED BY - DATE CITY ENGINEER R.C,E. 22397 / o = 0 20 40 d0 `' LAN U ('LAN �_ t1 ' DESIGN J4 E,cecui�ve Pa►k. REC MMENDED '^ 4e y J.H. Suite 150 Rj ARCA a W ,tjT 'n DESIGN 11vine . CA 92714 aA wQY t.'4.Sozlmorz F 4c^6' {� DRAWN SHEE Ulf n t-,o v *Wor�.j,9;44 oAlel _IeA*- NORTH R.A. GROUP (7 14) 474.4200 26 of 32 CHECKEDDRAWING NO. 7/25/90 E.S. DATE FILE 100 SHEE-i _.7.2_ OF SHEE 1 S SEE SHEET?.L FOR PLANTING LEGEND AND DETAILS wA1 SEE SHEET 10 FOR PLANTING SPECIFICATIONS (TYPICAL) PLACE PYRr � f 71 4 1 � �M ' T' � ►JOEµ �'�'� �,,�� `' �- / G 4F� Ile, ,�, - ,. f 4c 5A it , ,, ' 47 oop f f 1, i- �) _ i` '• KEY MAP fie► .,, g\ (�' ,. - NORTH • ' � �'Z- � Jf, S:' - - ,, • 'r uhf'• / � �9 + r _- - - - • TREE LEGEND UTILITY LEGEND # LANE., CLAREMONT 20 Ople ABBREV. BOTANIC NAME c�I�IhC� STREET LIGHT RIDGELINE LAG. LAGERSTROEMIA INDICA Cpl FIRE HYDRANT LIQ. LIOUIDAMBAR STYRACIFLUA =x-01 XREET IREE EASEMENT LINE � � a� � Q WATER METER N � PLA. PLATANUS ACERIFOLIA �;;Df if) ' P15. 15 A SEWER 11 f t �K1 Gr — I �G I - f ✓ �� CD M I I -�- SPLICER BOX +) c PYR. PYRUS CALLERYANA BRADFORD PRIMARY SWITCH o. - ��5T5 y ll --- •�y c,2 rtfl,��� i2 - I o HANDHOLE - - — c, F`'' _ _ - - , 1 r� I � 1 FLUSH SWITCH - / U 1581 34 L 4 w, 4iK It 14 Jo k 10 tv ton 01 /94 i3 1 I9ANLANEDALE ` ,/ r S (D.� O / STREET TREE EMEMENI LINE. 05 Ab 8 NOTES: o W s s ,_ TREE REYISIo(y- SAc� mos L Flo m ALL TREE TRUNKS THAT ARE WITHIN 5 OR LESS FROM ANY Z y = I LIQUIC7AMtz -TO PISTAGIA. -t-r- i CONCRETE HARDSCAPE, OR WALLS, SHALL BE INSTALLED M J �' A - - / ��� DESCRIPTION OF REVISION DATE 611 Y WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO cr)+ + �1 - / - APPR. "C", SHEET 29.DETAIL cpIS • T TREE HALL 8E INSTALLED PER CITY STANDARD CITY O F RANCHO C U CA M O N GA ALL STREET S S S 601, REFER TO DETAIL-F , SHEET 29. ►- - `i� �� ,,�`` .�/ �'=" ---= _- s �A, f :__:, �� STREET TREE PLANTING PLAN TREES SHALL BE PLANTED A MI"MUM OF 3 FROM SIDEWALK -� - R'g - '• `�_ ^_- � Sflp 14 76 STANDARD PACIFIC - --- - - - - Si nature TRACT 13565 PHASES 1 -4 Date 0m = APPROVED BY ��' c � DATE �_ � Y,; � GF �;Lt� �l r� R.C.E. 22397 in „ CITY ENGINEER .= N LAND-PLAN SAN DIMAS LANE 0' !0' �O' eO• DEsiGN �� E■*cuSu,�P,so REC MIr+ENUEU Q� z . J.H. kvm• , CA 9Z7 is 1— DESIGN RAWNSNEER 1 G� M R.A. GROUP 014 .74-4200 2 7 OF 32 NORTH CHECKED DRAWING No. 7/25/90 E.S. DATE FILE N0 A 3 SHLE-1 .��' OF e ,�- SHL L I S a 11 - 1 1 Fl SAN dom ' < • SEVAIE - 9 1 M j MN1SW 00 ;u r i 1 .i a Esq i . I COVINA PLACE 24 sl `'? . ,- _ 1. .; � • - e - m u 1 d L r _ _ �•�1 '`Si .� I � �_ 1�+� n li<+,i�, L 1 G 1 1 i'� F_-�-'' - _` .�% I +_ KEY MAP I _-��� .�.__ l�zi �9_Fc � _ E� � NORTH M ATCHLINE P � �. i �, ,y. �5 �R" -- --k - SEE PLAN AT RIGHT -- 1 ti l � 4 � UTILITY LEGEND_ � TREE EASEMENT LINE 9; I t oQ Cm `� d) t �' io 1 1, 84 Z2 la I i STREET LIGHT I00 \7 1 FIRE HYDRANT lJ 1 1 illi I � 0011 O - �f WATER METER ' I � SEWER +�+ DRIVEW& APRON -4- SPLICER BOX (TYPICAL) PRIMARY SWITCH >�,,. � i ��. A o HANDHOLE V1 I MATCHLINE P a �c 9y e� ,p F�/tv ® FLUSH SWITCH SEE PLAN AT LEFT o��� �c � � S? '� co I =� ��� � �4. s' TREE LEGEND (TYPICAL) ,� ' F \ rdp -� c• ABBREV.- BOTANIC NAME SC�NU PL^ I I �� -��t t ' A LAG. LAGERSTROEMIA INDICA ?.DI BRADBURY WAY00 - z *94 LIQ- LIQUIDAMBAR STYRACIFLUA � - 'PLA �'�' E. f cR WA RDMAN BULLOCK RD. 1 F / PLA. PLATANUS ACERIFOLIA 50 + y I � N� �� F� `� � ►-� RIDGELINE ('4' r UNE PLACE >�i1 1 m PYRi . PYRUS CALLERYANA I SNF BRADFORD � I; 0� � ! - ''� _`--'�` __ - -- � � � ; to 4 ` { LO I 1t7'r• . Tw - - - - - 25 FL_ - - _ n/Pl4°4�1 1?•K/ ` rarc �`�� ��� a> ��X15 Fl IQ r -,.t 54 Fi r $ t � •'4ri �yrw 1 t�o92, , � - + c. - �'-� 1 ._ 'fG"- { A W +tt — < rJ'C F — — 1P1 ��� f i 1544 5 Fl. /-� - —_� N I t _. - ` A _ -a' o �; ' _ jr, = �1 _ # - • R - ` ,6 SEE SHEET. 9 FOR PLANTING LEGEND ;4�:� ��'%, t-� � I AND DETAILS t�• 2 N .��- SEE SHEET FOR PLANTING I 1 � t , j R fit, 4J� 21 q SPECIFICATIONS k5 Li L s II coCAq 1 Kd� Sa DESCRIPTION OF REVISION DATE CITY /IPPR. CITY OF RANCHO CUCAMONGA GLENDORA VE Si nat re STREET TREE PLANTING PLAN r 0 °ate STANDARD PACIFIC NOTES: f - TRACT 13565 PHASES 1 -4 -ft 00 • ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY Q i CONCRETE HARDSCAPE, OR WALLS, SHALL BE INSTALLED APPROVED BY - R ATE 22397 WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO CITY ENGINEER _4, DETAIL "C', SHEAT 29. of 200 40• DESIGN LANUTLAN 14 Execu11ve Park. RE C MME DED *ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD J.H. DESIGN Suite 750 601, REFER TO DETAIL.."F', SHEET 29. trv�ne . C� 927 �� SNEE1 . DRAWN *TREES SHALL BE PLANtrD A MINIMUM OF 3' FROM SIDEWALK R A. GROUP (7 14) 474.4200 28 of 32 • NORTH - CHECKED 7/25/90 DRAWING NO. E.S. OATS Feld tr0 �- SHEEI _9Z_ OF e5- SHELIS i PLAN LEGEND NOTE: NOTE: • P AILIN ..t I I. STAKE TREE PERPENDICULAR TO PREVAILING 1. STAKE TREE PERPENDICULAR TO PREVAILING �I I I. px--7 4}.IIG MIND. Y1N0. 2. PLACE "GROW-POWER" TABS iN PLANT 2. PLACE 'GROW-POWER- TABS iN PLANT CONTAINER PRIOR TO PLANTING FOR CONTAINER PRIOR TO PLANTING FOR TREES OBSERVATION PURPOSES. OBSERVATION PURPOSES. _ STAKING ►LAN STAKING PLAN -- _ _ 2� Ae -, f r,x I_ 4 I d TOP OF STAKES TOP OF STAKES - NUGJ SI5 �� S C AN, ff2 !� Gi��l fZ IG�I�iJ f�1 2� 04 TP. 3 3� Box All 40 8 2 peX �i �'��,�, �{� � to -1 TRUNK 1- MAiN TRUNK II h it h II _ (2) CINCH TIES SPACED 24APART FOR t3 (2) cimcm TREES OR_ APART FOR TIES CITY STREET TREES OR �.s,N 14sue _" tom., INstel..•teTICrJ. 12' MAx1mA+ 12' MAXIMUM TO (e') LODGE POLES To (e') LODGE POLES Q cAl r2 4!!�AL. 20'0.0 I I $,G .MM L T"fi nAYNN 2" CIA. LODGE POLE PINE STAKES 8' LONG ' 2' CIA. LODGE POLE PINE STAKES 8 LONG 7 Ill vasa LAS. 2 � � Mer►.J. WITH WOOD PRESERVATIVE STAIN, 11TH W000 PRESERVATIVE STAIN, � � I ii _ STAKE A MINIMUM OF 12' INTO UNDISTURBED APPROVED TREE STAKES STAKE A MINIMUM OF 12' INTO UNDISTURBED APPROVED TREE STAKES /ND• I I�` I �' l� I`w\ � (� X � �' �t FW � � � SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS O�VZF� ARBoAcvARD IN TURF AREAS ARBOR GUARD tN n'RF AREAS AND FRONT YARDS. II II � G II II r G PIPE - FILL WITH _ H - d��� ff�N ��'� 6 DIA. PVC PERFORATED I E I 011 C, 6' DIA. PVC PERFORATED PIPE flit WITH I 1/2- WASHED CRUSHED AGGREGATE BASE FULL r 1/Z" WASHED CRUSHED AGGREGATE BASE FULL RHu. III II PIPE ATE FROM TRUNK) - FROM TRUNK LAN. Z , ►�"f:2�f LrZ7 2 �`e��C 20IOC, n j,C, LENGTH Of I E (LOC 18 LENGTH OF PIPE (LOCATE 18 ) Z 3' BERM TO FORM DEPRESSED WATERING PLA. ( � jL �j 13 + EIox. �. iA BASAG6, � � w�"""`' I' `"� �j(�� io< 2r ,mac 2" THICK CNIYYEQ ! rt,e►.rTe IN FOR GROU`M COVER AREAS AND FRONT YARDS r O TYne `, Il 1 _ ?fA1-lATiot1. I _ Rl•JO. 0't►Dblp� � tIJ1,C11 27 ��' �"`'� l�% iI II II i� 11 II 16'Der• f14'b►r•4 r, •is - - F;ptj1� - T,..: ,r, I ' ,F` DEEP ROOT OR EQUAL COi�TROL PLANTER C�/2 �, I 2 2L} , �i G -W�hve-4>sBAr• trrxb ��I�� <XX �� CONTAiNER ROOT BALL :� " 22-29-18P WHERE REQUIRED OR DCC '1 K� -�I r�1�f-'�' • •TW`Ji) i APPROVED EQUAL. q - "GROW-POWER" PLANT TABS PER = _ • GROW-►OWR' PLANT TABS PER�vy wig.& MANUFACTURER'S RECOMENOATiONS i � MANUFACTURER'S RECOKNOATIONS STY. I `F6vWAL, OUH =_ - BACziill MIX PER SPECSfICATI0N5 vEI,1EJCA ,CV/ t_02A AL/5 /eAL//}N W/L OW 5 C-,AL-• 2D' . C. ' 8 PYW MAD HAW t� �\ BACKFILL MIX PER SPECIFICATIONS g '� _ ,; �• N YA F T 1- 7B O c, - -NATIVE -SOIL p'�R' ]I�� ��i ,, j - NATIVE •SOIL ''LI>E, ';�;j5 �r IIIIUI PLANT PiT TO BE (2) TI!1ES THE: TYKE RDOT BALL OIAIETER �,_ PLANT PIT TO If (2) TIMES THE LAl>ErzSTQO�M/A /ND1cA CREPE MY2TL� 'fzuspA" 'f4 5 COAL . :;?0 '0-C. $, G iill�� `IiIIV! WIDTH OF THE aQOt BALL i 32' r= BELOW THE BOTTOM OF THE ROOT WIDTH OF THE ROOT BALI IL 32" � • � � BELOW THE BOTTOM Of THE ROOT BALL CITY STD.607 5' M"�• BALL STD.605a CITY STD.605b CITY . TREE GUYING DETAIL 36"-60" BOX TREES A ' TYPICAL TREE STAKING15 GAL- 24" BOX TREES BARRIER C SHRUBS B TYPICAL TREE STAKING ROOT _ � R L-� i ., • '� �l. G.N I j Eta L. a i 0•G F I ' f�� I FIE5. -► r�+ � qua. .F� 70-5Com.. o.G. NOTE: fz1 "0TENvEu.1I' G-e5V 1L_�� 4v-?r? 5 - 3 oc. �5,61 I. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER IE ' 1. ;ROM CLEmOS MATTED ROOTS BY LOOSENING All ROOTS AT EDGE OF ROOT BALL WITH WATER PLACE HOSE. DO NOT CRACK ROOT BALL. �� GST 2 JA I Q 500 :ROM HOSE. DO NOT CRACK ROOT BALL. tJ 2. LACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION ' 2. PLACE 'GROW-POWER" TABS iH PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. PURPOSES. �� If `� I►���'°� G•' ' NK CGOL4om' �/3 A F. I b� ,I t�IC�F I IJP N +;6441 to -750 5 E 44L. � O.G. P,E51 - ORIGINAL GRADE I 41 SIDEWALK UTI ITY �C.�c. l� / L tiI. C. iJ• 200 IL. IOIOC. �,� 0 o METER PLE o p • - CONTAINER PLANT ROOT BALL CURB 8 GUTTER0 -_ BACKFILL MIX PER r- - -- Q SAL N . C/sTus sAly/Fv�/Us SA6� L�ICROGK�05� / 79 5 C7AL. 4 r0• G. (J,(7 1 - SPECIFICATIONS )t 25' - 35� * 10, 10 EL. O. G. D,cv, r H�LIANjHEMUA� NuMMuLA uM SUN205F /'¢ 3 / 6�4L . 2 3" BERM TIGHTLY COMPACTED IN f, 25 - 35 * �, NUM, - I . PLACE TO FORM WATERING BASIN j� GEA. CEA/`/OTffUS C>,2/SEUS CA ��L Gi2EEPEK 2(01 l cy,4L, B�D.C. T�� �. 3" BERM TO FORM DEPRESSED ` �'� WATERING BASIN _ i l i I .�1I`Ij G.y. N0,2/ZONTfILIS - - J, lkif -- -- -- � V _ lu�� SIDEWALK F.H. o i DRI VE i S.L. � . . -- ' APPROACH i o L � o y - --------- --- "GROW-POWER" PLANT TABS PER "GROW-POWER- PLANT TABS PER +- VINES MANUFACTURER'S RECOMENDATIONS = `' I' �` i MANUFACTURER'S RECOMENDATIONS CURB 8 GUTTER ~- }� ��N o I __ 5 5 5 I d- 15 S' BACKFILL NIX PER SPECIFICATIONS ilIL PLANT PIT TO BE (2) TIMES THE MIN. MI , �N jX CT to Gl-AW >O sir PSI -t 4= 4, ! WIDTH OF THE ROOT BALL b 12" 25 - 35' * `�- CONTAINER PLANT ROOT BAII i „}� BELOW THE BOTTOM OF THE ROOT "1" i4C�fi PLANT PIT TO BE (2) TIMES THE BALL I UNDERGROUND STRUCTURE E.G. I Vu VA-P, WIDTH OF THE ROOT BAII L 32" NATIVE SOIL (CATCH BASIN,TRANSFOMER VAULT) BELOW THE BOTTOM OF THE ROOT BALI - _ _ NOTE: SEE TREE LIST FOR PROPER SPACING. NATIVE SOiL CITY STD.601 TYPICAL SHRUB PLANTING ON LEVEL GRADE D TYPICAL SHRUB PLANTING ON SLOPE E STREET TREE PLACEMENT CITY F GROUNDCOVER 1..- Contractor shall be responsible for planting of all plant material per a, Install arbor - guard on tree trunks in turf areas. I I ' f+Ik � I �`L I�uM (V►"� T�1� -'�`T� 1-2-, OG. Details and Specifications. e��_z . � I�A1,A, �, Er.A7-�N LA �T� 12 a,6. 2. Plant quantiti in legend is for purpose of estimating only and is not guaranteed. Contractor shall check Drawings and verify locations and CIJ �Grq:d�lqperonpacing and shall supply sufficient quantity to fulfill intent of ameeesheet sure ed mule 4• thick. r aN s sin D. ea f" Drawings. only. See sheet X22 for M.vy.D.) • submit sample to L.A. and City for approval prior to purchasing. Do not use redwood bark. ( I L �, 3. Contractor shall be responsible for notifying the City in advance for the Suggested source: Blue Ribbion Landscape Products• following inspections and observation meetings, according to the time Phone: (714) 633-3666 Orange. Ca. indicated. 10. All trees are to be located: ten feet from any light standard, power pole, or reinforced concrete box; five feet from any drive ap roach, fire a. Pre-job conference - 5 days. hydrant, or underground structure (e.g. , catch basins, vaults; and three b. . At completion of finish grading - 72 hours. feet from any meter. c. When headers have been laid out but before installation - 72 hours. iI •1"LA�4-0 4,-1:a2 MV. d. When shrubs and trees are spaced for planting but before holes are Areas to receive hydroseeded turf shall be as delineated on the excavated - 72 hours. e. At pre-maintenance inspection - 5 days. Drawings. ADD WAQDMi}N 8 UL LOGk KOAD 6AND SCf1�INC7 �� �g 9� ,8� f. At final inspection - 5 days. A A. Turf Seed: /1/�T = Q CIT Y 4. The City shall review and approve all plant material prior to planting. � DESCRIPTION OF REVISION DATE AppR• * 1. Fresh, clean. new crop seed of the following varieties mixed in • REr � T0 )P`1_4/4r/N& A�Ti�L/LS ON 6,97726A _ Submit photographs from Nursery for all trees 24" BOX SIZE and greater. the proportions as shown: F04 U s E W/rx FI-4 N SH��Ts 2-3 24• CITY O F RANCHO C U C AM O N G A. S. Location approval of trees and shrubs shall be secured from the City , \ <.� Inspector prior to excavation of pits. Seed Mb(of the following at the rate of 9 los. per 1000 sq.ft f}LL �fHErz f�LQNT//VCS AtZ�S 11//T/�VhJ 9N. /- q Ur/1-/z_rPLANTING DETAILS AND LEGEND • fi_ Upon completion of installation, a maintenance period of (180) one AM IX SEED MIbs/1000 Sq. Ft. sf-/r 29 r7FT.�/L5. ` EQUAL hundred and eighty days is required prior to final acceptance of the work by the City of Rancho Cucamonga. Maintenance shall include mowing, Rebel Tall Fuscue 4.05 weeding, irrigation, pruning, raising tree root balls -which settle below Apache Fuscue 4.05 _ S1M'SEiQE� STANDARD PACIFIC grade, fertilizing and applying such sprays as are fiecessary for proper A-34 Bluegrass i90o DSQ care and upkeep. Maintenance also includes all repairs. replacement, o NOTE: cleaning and adjusting necessary to keep the irrigation system in good Total 9.00 ��� � i,ll 3a 9 q�C� TRACT 13565 PHASES 1 -4 y4 * * / 1. All SHRUBS/GROUND COVER TO IE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS ! r�working order-with proper coverage. 1. Slurry Mix: � X124 Si ilature � OTHERWISE INDICATED ON "S: SEE LEGEND FOR SPACING REQUIREMENTS. Landscape Maintenance Period: M MIX Ft. L� _ -- � ' pate APPROVED BY DATE �� SEED M Sq Y NANO CITY ENGINEER R.CsE. 22397 180 days period - See specifications. PALMER� _ 18-18-18 Fertilizers 250 3+ //- 3-93 * DESIGN L AN [) il,,,%4 3< It AOF-UIIVG Nark REC Vk)E NOLL) 7. Install root - barriers on trees next to curb and sidewalk areas. x80 Pacific Wood Fiber 150 J'� L, N J.H.Q' Sulle 150 Any trees within 5 feet of walls, walks, curbs or other potentially root- Sentinel Binder 22 9I �t> DESIGN Hrrne CA 827 14 damaged hardscape shall be installed with root control containers. prior FOF CAl.1FQ © DRAWN (� SitEE 1 to backfilling tree pits contractor shall have City inspect deep root G RO l_.l1 container installation. Total 1840 �` R.A. J714) 474.4200 29 OF 32 c_r;EQP,E0 7/25190 Df�/,AiRG K0. TYPICAL GROUNDCOVER PLANTING (dA PLANTING NOTES E.S. DATE Fit 9 qo I` 11ILE41 .�.2- OF e,5- 6'f ALL I S I N Y 1 * TOP TIE TO BE PLACED AS W ELOW AS POSSIBLE ON THE STORM DRAIN/UNDERGROUND TRUNK TO ALLOW FOR WIND UTILITIES FLEXING OF THE TREE. BUT \��G �J NOT SO LOW AS TO LOSE S �P�� SUPPORT OR ALLOW THE HEAD TO DROP. MIN. TOP OF STAKES BELOW HEAD OF SIDEWALK UTILITY J TREE WHERE SPECIES GROWTH I POLE I I S.L. HABIT PERMITS. �� I o � � • MAIN TRUNK = I - �� TIGHTLY COMPACTED 3• BERM TO FORM U w DEPRESSED WATERING BASIN. *Q m CURB AND GUTTER METE 10 S' \ 4" COARSE GRIND SHREDDED * MIN. MIN. \� (2) CINCH TIES SPACED 24" 1 I 12" MAXIMUM MULCH. de APART ATTACH WITH GALVANIZED2S' SCREWS TO LODGE POLES. PLACE STAKE TO THE NORTHWEST OF TREE. STA.PT F1RSj- STREET 2" DIA. LODGE POLE PINE STAKE WITH -[¢EE @ 25' FIzoM >3.c•R• WOOD PRESERVATIVE STAIN DRIVE A MIN. y�tINIh4UM OF 6" INTO UNDISTURBED SOIL AND POSITION STAKE SLOPE CONDITIONS OOT BALL I—I�I III=I Y BERM TIGHTLY COMPACTED I II=I I I I I I��I I — — — — — I" PLACE TO FORM WATERING (ORIGINAL GRADE) I I=III I I I-I I 1—:::l R — _. w ==.SIN. -III=-III III=IIIIIII SIDEWALK ' V�1111 ROOT BALL -I I _FH I DRIVE APPROACH( 0 S L J I — 1=III - — PLANT PIT TOBE (2) TIMES THEI=III-' =1 I=1 I=I I 1=III=1 I=1 EI I III III. WIDTH OF THF ROOT BALL ANI,IVE BACKFILL WITH = = =I i IIII=1 I II ° CURB AND GUTTERDI�METER BEATER THAN II = = = = - I=I I • R�°T �'"`" 5' 5' S' 10' 10' ROOT BALL _ _ —_ I1FERTILIZER TABS PER MANUF. MIN. MIN. * IN� MIN. NT PIT TO BE (2) = I I — �- r� UNDERGROUND RECOMMENDATIONS.ES THE WIDTH OF, -III=i i I=I I 1=III-III=1 I I= -III= THE ROOT BALL �r 121O"� —, , 111— —III—I ' i—I i I—! I I—i i I— i--I "— STRUCTURE eg. -$�'DM OF Boor aA-1-• NATIVE BACKFILL WITH NO CATCH BASIN — FERTILIZER TABS PER MANUF, ROCKS GREATER THAN 2r TRANSFORMER VAULT. =III-I 11=III=III=I I I=I I I (= I 1=I I RECOMMENDATIONS. DIAMETER. 1=I FEI I=III=I -- — — —- — = I= v i UNDISTURBED NATIVE SOIL NOTES: 1-1 I I-i I FI I I-I I I III UNDISTURBED NATIVE SOIL 1-1 I III=III=III=I I I=I I I=III= III- * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER III I I I I I I I(I 1=I 1=I 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT II I I=III= NOTES: CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES: SEE DETLS. A & B ON SHT. 23 FOR PLACEMENT &WALL FOOTING CONSTRAINTS. of ROOT BALL DO NOT CRACK ROOT BALL . RY 2. PLACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PLANT 1. REMOVE NURSESTAKES ` . T BE NURSERY AND PARALLEL. CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. - 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND 2. STAKES 0 FACILITIES. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 4. PLACE FERTILIZER TABS PER MANUF. RECOMMENDATIONS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. T RANCHO CUCAMONGA, CALIFORNIA � CITY OF RANCHO CUCAMOI�TGA, CALIFORN A CITY OF RANCHO CU CAI�ZOI� GA, CALIFORNIA CITY OF R STANDARD PLAN SINGLE STAKED TREE STANDARD PLAN STANDARD PLAN TREE PLACEMENT 510 �08 D CONTAINER PLANTING 506 F B5 GAL. 15 , USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION HEFT 1 DE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I USE WITH STANDARD SPECiF!C:.TIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I i:F I i 4" OF COMPACTED COARSE GRIND WOOD FIBER MULCH. HARDSCAPING/ CONCRETE FINISH GRADE ONE HALF OF SPACING HEADER REQUIREMENT LIMIT OF PLANTER AREA 12w s N = II=I 1-1 I I-I 1 1- .III--I EI I 1 I I ii —III—I�I—III-1 I I J� SHOVEL CUT EDGE COMPACTED �p NATIVE SOIL EQUAL NOTE: NOTES: PLANTING DETAILS ON SHEET 29A ARE FOR USE WITH • 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL PLAN SHEETS 23 AND 24 ONLY (WARDMAN BULLOCK DESCRIPTION OF REVISION DATE CITY NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. ROAD). ALL OTHER PLANTING AREAS WITHIN PHASES APPR. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL CITY - O F RANCHO C U CA M O N GA SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. 1 -4 UTILIZE SHEET 29 DETAILS. REFER TO SHEET 29 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. FOR PLANTING LEGEND, GENERAL PLANTING NOTES PLANTING DETAILS SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANTER. AND QUANTITIES FOR ALL AREAS. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING WARDMAN BULLOCK ROAD FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. THE FINAL QUANTITIES p,NDSC,gp PHASE 1 _ -' 4 3. SPACING REQUIREMENTS SHALL GOVERN OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE ��,�� Fqp STANDARD PACIFIC TRACT NO. 13565 LEGEND ARE ESTIMATES ONLY. GO 2124 m APPROVED BY L� r./ �/, DATE '7- CITY ENGINEER OE O'NEIL R.C.E. '24953 NAN P. PALMER DESIGN RECQMMENDED T CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA �'' Date CITY OF RANCHO CUCANIONGA, J'J• Date STANDARD PLAN STANDARD PLAN '9T4'0 CAL1�p� DRAWN r SHEET _ NANCY R. PALMER, A.S.L.A 4.11 SHRUB AND GROUND COVER MULCH INSTALLATION _ 1,D,Z PLANNING.LANDSCAPE ARCHTTECTUR6 2 9 A OF 32: 512 SPACING 511 H _ _ _ I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I Or I CHECKED DRAWING N0. n ^ 3822 Campus Drive • Suite 125• Newport Beach,CA 92660 'y N 1--�/ (714)752.8427 S O'er r r r s G �t - - - - -- - - - - - - - - - PAD 6Z .'1544.0 2/ '� \� 1 bfGG✓r'tst/�ILL I Q \ h I i - �I I = I 710,"PAD EG. /539.4 3 - - _ - I k OFvAULT--/5.39.°� t SECT/ON 'A -A ' c- ' I NOT TO SCALE ,QDEU WALL PE2 LANDSCAPE n C f-I/TEC rs PL A"5 ,SED Mt'�'E�P/N6 i I I I p • ti i€ `+ '' o . �s PAD ELEV, / .Q L _ _j 74 o �° �• �� ° � �� :77 -s•� ' .�, .off LOT ` h ; I - - — — — — — — ti4 , I�a� 'w ' M�� �` �� ��� h lyL o r 10 4.oaP b v .� Py�t ,. 0 �• 3 pp pA0ti4 O I;4 EP i, � � , s .�� ' �� ., r 'r _ ,5 �P �a'l� � � (�h (� ti�o��c� p� ���� I Fb f v I ,, --•...,. �y; _ � r a:�-'''• D� r 3� E. �9�C,8 �Kj o'�T � � 4�• � 41• F '+ 5r� n A g42 ti`F ` �' �� . 15 �J (���4 '. "'r" li J�S/�I �. n j�U /N�y / Q� Q �/C�S' `r t U ' a.�� v \�1 +�` �i ./ RE�A/NTNG IGS �•S _ _ ,: -_.`, f v_ , LL. / t. s' 0;_j k s ` `?` �� - �` GL OC'•r t' `4 /h� % 3 N1. . - .4 ..2.�`.` �.�' ,, a Uj oti p 6 �P S=/ s�uoE• ��u ° �L;`�` I 15�.Io o h f ?> / g. " - A J 5. =ZA.I 15'38.77T PAD ROW , V 0 I�h ELE V �'�, PAD EL. W `• / Ih k F 1639.23 T /53�. Qj g 2, '��$� 39 `J� '�'/ �� % m r .SUL T Fi Zi Uj tic. - - - -- .-. _ j - -. _ _ ! _. .. / .. _. _ _ r m !moi O N r `,F�•Lc" Qin' �L�iPB a Ic k 1Uj , p C q C /� Ih �c �? �\ 9 0`� 2Y. A �� h uIV (!1 24th STREET PROPOSED MET£RiA/G 100- ,� yAULT- iONTAN.4 30 0 I � U 3.5' ro 4, �' Q Op 1�oc 3100 $rA0 9ro0 GroO op /6-135 rW PCC WA Lk 2 ' 2 5 Co PRONOrVIOE MIN. 12 "CLEARANCE eE1/N0 4� rix' �� s �1 ND /B CLEARANCE TO S_ /OE' OF ✓ ULT; 1 , gt, G� �� HASTMS RANCH r r,, r z%' �aV0 F.5Pcc 2 F PV JsJ' W Tr� � rJ' Jr'O ,e" b✓�r , SCE Q &AeDEA/ WALL �E� 3 VAULT L AA/os C.4�E A�eC/-//rECTS � m � � r- �jJ i2" CONST. RET. WALL '� � ED �L N ti/S CK PE m RI SCTION I O N C C7 W CGh/S T.RET NrALL PER DCl ffj Sff�;� Q-W CDT B 1-07- 7 LOT Pv-kPo X WW u�po PAD EL E V. 1544-.8 _ �� P/4 D EL E V. 1540. 5 �' o �� k 'P° ��w PND E L E V, 1538. 9 s><���t9 Z c=i) �� oP - Seo E= 1P h 11" (� c � W U �'lV OP /I FS 1 t ti � Y' 9 o ti• 9Lo�1'� PP �I�p�� �; V LLJ 1 F S4� � W U) Q h� F 0 hq4 F h4k. p _ Xe7XI..v1,+ic u Tv E P 1 1 1 �� s , s �.✓,4c L I I �a9.2 t `I �� r �� / 1539 74 o %dA S h F to of f- E 9 3 l3 AA, `y� �h I� E� �• � G�j �Er`� y4GGp y✓A� -. __ � �` __ 'y �• 5��� � ��� �S4Ss� lot k� ,Rif 70;X-7 7 t �40a�.. ti n c. II � ,-, .. : •tea :- . - . �: • ! .h ��.�.. ,.:= � i i r - ;.. `[ - Ti',/ 54 55 ` x, ra'a T_.r ; +'• -y, �,,s.m.. f / /539 5 I .� � .`A6. .; "a, - - ,., _•..' '---�lYr. -.._ -f ,S!Of! t' s' /1/J \,D __ --•s- -� ',s -r. i a e ��l �L �� ' .'a _,� . .' � :♦ .; � ' _• �" � �r G _ BLOCK y� t\ 3 � .�... ...>. � � . r .. • -. I ..k. } t�1 'fir'.Y' ._ P f t - ... 1/,44/L T 153l� 713 l r - •-s:•f' .`° :,; R .ara . +;g ,. ,�•-c y . h -r • �i p c '' ='F.+ a., ,. �. F 5 / ��'� �� /539.31 EF� o g� ` i8 0 ,,p"' PEx/ST/NG y E� ) 3 �� 538.7(oEPw 538 /�£ :., _I,507 EP G1 �(�T �! llGl�l. F ~ (h3 GIV, TO` h � 0 3'I ,� c ,�'1 c '� 3 �. N c �,7 1 h ih �C c tic ti c Uh _ h h I .a. � F � � ( _ I J / 24th STREET I �.00 Lvo - s,oa- - - ro•as - Ihvn +z.00 p l W No, 3602 cc Exp. -30.92 1�.4P/Es /2 VA,P/ES Ex/s reit E, C„4�PDEA/ �-QL c ?4'n INSTALL sc--. Aae_ ALL 7-PeWlL /�ROUNO SCE VAULT BYFH/L$ POT,4 / A. s CIV1� a 48 AMEND. EQuESrP/•IN 1aP4/L .Ic/GN. !G�P.I4I�S, '6 \( dim .FN45C'.•oPE Lo7- p I An L/yt/OSCAPE LOT i F �4 9. / ,, AAG A---- WWII Fo,e PJ?oP so w,4rt-,e_"1 �F CAS /0•Z?-90 P DESCRIPTION OF REVISION DATE CITY /5 11t/✓C'/✓ APPROVED "">�� n' rrq/` '�e�Es EX/s l 0%1,411, % 5, rs r.��i►.� CITY OF RANCHO C U CA M O N G A GA.!/�E/v l�/r4 L G TSP-Nc, I 32.5 Pfd LAn//>S�'ApE / S /�*/ I G'AtOEN /.✓.OGG /.�o I (�,�ETA//t// h/•9LG 4,e,-Ill TEe,TS PLA/V. -;j j�p�,r �ricc /E,P L.4N09C`,4OE //J � 3 ,y1AX r/C/6.�IT srv4Nr� D pwG812� COMMUNITY TRAIL GRADING PLAN r'.40 z�[ ,.+.,v ✓.ici�r -A.a- /L // M/N ,St oc,C • S/ /f M X 60'- / = T Q TYP/CAA SECT/ON /•:I �jM �� �r� /� I Lam; 4WITy ACTPININ25? AIWZZ- 24TH STREET Z,/ SLOPE //ice ' //.G: IX { I `/ZJ� �('jl�•/ //_ / g .0 DC�"N �/,'.�. ¢. TRACT 1a565 PHASES 1 -4 1tU ; -j�/Z-qt //?,r /f l OP ANDGU7APPROVED BY DATE 8/9 T1�i�/C�1 ss�-cT�o�r _ sE�cTiow e -i ����� -��-A ;�� ~- NorE • I J FUE M DIA NNowrH ACU 13 HA E BEENE OAIS��C EO THE AR CITY ENGINEER RCE NO 22397 N.T3 �� WALL IS ALSD /N PLgCE E �irti LAND-PLAN Df O ft#-� E r- �/ON � / Planmr /Landscape Arihnea ure 2.) THE LANDSCAPE LOT WA5 5UPVEYEO AND ELEVATIDA/5 SHOWN _ _ _ P4A 1 3a Executive Park. 9271 150 ` QEPeESEIVT THE PRESENT COND/TION. THE OR1G/SIAL SLOPE L �A ti DESIGN it-vine. California 92714 tiE E T OF THE LOT WA-15 DEST�?OYED DURlIVG COti/ST2UCT/ON OF THE GROUP 474-4200 1-1— SCQEEN WALL AAID W/LC BE REBUILT YVHEN THE EQUESTe1AAJ FAX �iaia�a-a2os 30 f 32 XL T-RAIL !S CONST2UCTE0- - C? f�/INE �. � (•4/47-¢-r400 ,.F �F �:.� ti- ti- DATE 7/25/90 r SHEET L9. 3 OF A SHEETS _ _ 1 I i I © I 1 I al ' All 1 WALK 1 ` ,,off I — 10111 �l I I I 4. 1 5:1 1 I I ' 1 AC� .b F �1 4 5�) ley�P i F .V JA l`h�Q I i I i I i I I I � I I MATCH LI MAH LINE SEE T. 4.* 1 S E SNT. 32 I � I I I � I i I CY) CO I W W _ W = I (1) I SSiOV l 5: 1 I 5: 1 Qk�� SND J. 44e Fti W W W W I � cc o I No: 36052 a 'D Ex . 6-30.92 I I sl CIVIL a`P I qlE OF CA���`�P I I DESCRIPTION OF REVISION DATE CITY APPROVED , 24 th STREET CITY OF RANCHO CUCAMONGA COMMUNITY TRAIL GRADING PLAN 24TH STREET TRACT 1 565 PHASES 1 -4 APPROVED BY. - DATE: CITY ENGINEER R.C.E. N0. 22397 DESIGN /r►w�D�� REG-)MMENDkI LAN Planning/LandxapeAnhneaure 34 Executive Park,Suite 150A DRAWN DESIGN Irvine,California 91714 SHEET 4200 G (714)i SOUP X:7 4744-42 FA14/d7 -4209 31 of 32 CHECKED DRAWING NO RCE NO- DATE ' ,n 5 90 FILE NO SHEET 84 OF 95 SHEETS r _ � � SEE SHEET 310E 32 I MATCH LINE PASADENA Lki t rr� , 135J5 E,O UES 7.rl.41V T.CWle �E•C� I L•4NOSr.4P� �,Pcwi rEcrs ��,¢ws P 4 PAID ELEV. / 558. PAD ELEV. /53G. 2 PAD ELEV. 15314. 9 PAD ELEV. 1530. LOT 38 �v LOT 3l0 LOT •�S LOT Z '7 i mv ,wa4� � �, ,o�cN/rECTs ��� � �,� '►c�� !f 4 Qi 7, p . C� h��S heti.P c� �60/ �P �l► a� Q� G�oF 7�F� I F 0 Lf' a �. ti �,� y: i 11F �►P W 0 b / 01 & IU LL1 G � g5` 0 n i I� S ' Fr- r. !� Y 7 C� 4v 1 "/ �v \ _ -. � nh'h 'fi""-.i•�� ..$_ � c,;' ay. }'. ? .. C�' T� ''1f. :�tg�,. .='j,� '`.r�. `q. � / ✓� � `f'{�. r S LY C� � � b�� ►• ,�''�`' a ; E W 4 .S LU A F • a r c - c .. ..�r ;� ► / �, � Q _ !mac f`i ,�, �� �t..> w t" rt 5s. gra ( ,. 1 V h 3 M,4 a' V o v !l7° !� �•.t sy � v �.. . 15 s 5' p _ I .:y :, �. � s�� .,,._ - .�..�":-_ �,...•• -,. j .p � l�� �• ., .r. a tij0 'f�. �3+L� - 'ir j '�'!' `•�,j k.t. ;e �w .i 1 V p R Oti W A i 24th STREET a � I /4.� is.00 ilr•ov / too /e.ao /l+oo — i 1 I I I CRESTL NE PLACE rr?, 1 �J � EQC�ESriQ/.4N T�('A/G �E� PAD EL 1! /529. to L.4NOSc,4P� ,A,PC' /T�'C'TS PL,QNS. PAD EL E V. -1.5?- -7. 0 P,y 0 E LE V /5-26.4 DoT 06 DoT /2 i cc LL1 VV ��Ly Q L ANOSC.4 PE A.�C'H/TE�'TS �L S' G1Q 1 I s�� O W n,� oLLJ 4�� E r rJ E°� 5 � ,�;. '.°►�'. w 1 � � !r r � ' th aP,�g• s Fm's o �yFr+C� ti9�� Of T C s ,;, �.,• L{� � � � 4 8 m�' CIh FP ,,.� `• /s 6.. ' SEP }�; z �� ' f• i I�hti�P� I�IyZS Z4 15 ,. � �� ':.�. ,��: �, D--.� '��'� ��'. G.B. 2'���t � 2 s a �2B /?ET�/Nit Z� ` s� `7 � � o P of BLOCK ti i uh �p�G I 5y 3� w Q fi t 1✓�A� F' GvS h/ALL n r° / E� °.zx`> G t - 07 s - . v T A :.� .., t ,� "'• �.s _ + '� �w=�4.�� ��,. _ -_ . _- 3"i�,s•'f` �� l/L.T , p�`fi s�,,.�.w,. :.'3E� .�s r- ,s• _ - ,- .. _ _ .' ?e'tw 9� 5� a t"ti T'.'.,.l i.-,r�7': �. eR.:- ...�: :' ''' •° / J Y, v/S - - - .. t- X y +�.. �h 8 � �y t h � • .>'z, . _ �, ..-t r �- . ' .`�w... - "" '/7� I � � U`'� A 1 E' �`. Y��.J�f to, E c.y'1��3�s"ig ✓ c2� C ti i Q:/ -� - �� - .rte..... — - - - - - - - - — i � � s . � vF �'ved . /5 Tint/ ) �D a C ytiy� A A <, + � Z 3,r l' 4 y, �. �1 / D / O��C 4�� �ND J. q4� 24th S TREE T / c No: 6 30 9 Ex . 6-30-92 ' 11•d 10. Pa\P OF CA 20Por� Z/rvv Z3*oo Z�+oma I I DESCRIPTION OF RE VISION DATE CITY APPROVED i WOTE : 1.) THE KJOeTH HALF OF 24� 57eEET CU2B AND GUTTED AAJO L,�vosCAO� LOT CITY OF RANCHO CUCAII�ONGA FULL MEDIAlU CU12C3 HA1/E BEEIU CON5T12UCTED. THE GARDEQ WALL 15 ALSO 1N PLACE . Z7% �1uFs rPiM/ 2 ) THE LANDSCAPE LOT WA5 50OVE✓ED ANO ELEVATiOA15 sFrOwN COMMUMTY TRAIL GRADING PLAN r .��� Z',NiA/. QEP,2E5EAIT THE P2E5E&JT CONDITION • THE 00161NAL SLOPE OF B /Z/ THE LOT WAS DE5T20✓EO DU12/NC� COAI5TFOCTIOA/ OF 7f4E 5CEEEk! /J%liw,I( • WALL ,SND WILL BE IeEBWLT Klf-IEA/ THE EQUEST,e/AN TeA/L 15 ,�!�,N/rV ¢'�'� ���/ A00411 7' GOlV 5 reuc rED. SriivG ��1 ��� 9¢� 24TH STREET G/O,enew k ae4 -TRACT 13565 PHASES 1 -4 OER �,4NOSC'A/E - � APPROVED BY DATE 9 Qd CITY ENGINEER R.CE NO. 22397 DESIGN LAND 1'L RFC U ME%v,F__ V.• Planning/Land.�ape Ar.hucaure DESIGN V �. 7t"01; 34 Executive Park.Suite 150 1 G R�,�N Irvine.California 92714 A ' a SHE E T -jrT/ / I ---- --- — —_-- GROUP (X:74/4-4-42 w2 - FAX:714/474-4209Vj J f 3 2 oC-2 DPAWNG NO R C E NO DATE 7/25/90 _- FIDE NO SHEET 9-5- OF 95- SHEETS DEVELOPER / OWNER t�� STANDARD PACIFIC LANDSCAPE ARC [ IITEC 1565 MACARTHUR BLVD. COSTA MESA , CA. 92626 TRACT 13565 PHASE 5 - 10 i LANDSCAPE MAINTENANCE DISTRICT NO . 7 VICINITY MAP KEY MAP GENERAL NOTES SHEET INDEX PROJECT 1. An Encroachment Permit shall be obtained from the City Engineer prior,to 10. No trees shall be planted within three feet of curbs. o commencing any work. COVER SHEET 1A SHRUB AND GROUNDCOVER PLANTING PLAN 14 LOCATION -K Y �•'7) 11. All trees are to be located: ten feet from any street light, power pole, or 2 v 2. All work shall be performed according to current City Standards and the Standard reinforced concrete box; five feet from any drive approach, fire hydrant, Do ' LANDSCAPE CONSTRUCTION PLAN 1� SHRUB AND GROUNDCOVER PLANTING PLAN 15 g / Specification for Public Work Construction. underground structure (e.g., catch basins, vaults), and sewer lateral or clean -�— out; and three feet from any water meter or sewer line. 3. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City inspector, and all such recommendations from such a report shall 12• Tice -tree plar/f7ry within M.WD. rll fht-of-Kil shot// conill fa LANDSCAPE CONSTRUCTION PLAN 2 STREET TREE PLANTING PLAN 16 ,�' r 1 �, ' �• 0.J supercede soils amendment recommendations shown on the plans. SecIll 5Cd) W M.w•D. '1CsurdeJrroes •Fer 0evelopnrel em rheArrq SUMMIT _ PHASES-5- 1 "''"E of Fetc,i,•t,%,, �« �roPa-�,�f p.ralorEarJeI"17�• i' Aek--A& LANDSCAPE CONSTRUCTION PLAN 3 STREET TREE PLANTING PLAN 17 WASH 4. Upon completion of installation, a maintenance period of one hundred and eighty `^ ti owe (180) days is required prior to final acceptance of the work by the City.t Q Qocvrrterrt •For eornpleft 1'exf. Key excerpts. PROPOSED FREEWAY IE 1 Maintenance shall include sowing, weeding irrigation, pruning, raising tree roo CONSTRUCTION DETAILS 4 STREET TREE PLANTING PLAN 18 �wwwwwwowww wwws ■wwwnwwww• w wwwwwwww�swww=► j` o ,. Sha//o w- rooted trees w;/l not-/ie permi�ftd any efoter SEE SHEETS: balls which settle below grade, fertilizing and applying such! sprays as are HIGHLAND AVE �--�t — `� , 1i 2t 7t 2, �j necessary for proper care and upkeep. Maintenance also includes all repairs, fh4n /5�>� ^' the center/inks of fhe t�c�stirl� or replacement, cleaning and adjusting necessary to keep the irrigation system in f���,� e%��f SPECIFICATIONS - CONSTRUCTION/PLANTING 5 STREET TREE PLANTING PLAN 19 good working order with proper coverage. Commencement date for the P P maintenan^e period shall be approved in writing by the City inspector. Maintenance Lar �✓ shrubs ono bushes should not be lol diiccil period shall be adequate to verify plant characteristics and establishment. 9 F y IRRIGATION PLAN 6 STREET TREE PLANTING PLAN 20 Y over the Pike/ir/e. ,X I 5. One controller chart shall be provided for each controller. Controller chart shall BASELINE RD. N l3. Fr;or -M an work within MfetropoltNft W4f'C✓ District riyhttif-wqr� be the maximum size the controller door will allow and shall show the area r IRRIGATION PLAN 7 PLANTING DETAILS AND LEGEND 21 covered by the automatic controller. The chart is to be a reduced drawing of the hotrFy MI• Charles Poling of MWD Operations Maintenance SEE SHEETS: actual as-built system. However, in the event the controller sequence is not 9 �, y t q brQnc/r (tel. 2/3- 2/7-7747) at lelil fwe workin da s (Moeda IRRIGATION PLAN ��' +F'�t � SEE SHEETS: legible when the drawing is reduced, it shall be enlarged to a site that will be y P� 3, 8, 1 3 c readable when reduced. The chart shall be a blackline print, and a different color f hrou9.4 Thuvsd4y) %n adVAn ce 6. 4 shall be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed IRRIGATION DETAILS AND LEGEND 9 FOOTHILL BLVD. between two pieces of plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approve equal type of tape. These charts IRRIGATION SPECIFICATIONS 10 e must be complete and in place prior to final acceptance of work by the City. 6. 8"wide x 6" deep concrete mowstrips shall be provided between all shrub/ground ; t TREE PLANTING PLAN 1 1 t � � _ - __ _ .,:.,. cover areas and turf areas. Mowstrips shall also be provided beneath metal - - fencing and where City maintained areas are adjacent to privately maintained areas' TREE PLANTING PLAN 12 7. Sidewalk layout is conceptual only. Approval of the final sidewalk shall be made in the field and adjusted as necessary to meet field conditions as approved by PLANTING PLAN (M.W.D.) 13 the Public Works Inspector and project Planner to final construction. 8. Application of any chemicals shall be by State licensed personnel. All pesticide applications require P.C.A.recommendation. 9. Any trees within 5 feet of walls, walks, curbs or other, potentially root-damaged i hardscape shall be installed with root control barriers. Prior to backfilling trees) plantings, contractor shall have City inspect root barrier installation. MAINTENANCE RESPONSIBILITY MAP ABBREVIATIONS CONSULTANTS S.C.1E. - - - - - --- ® At HPW Horse Power REQ. Required IRRIGATION CONSULTANT: ENGINEERING CONSULTANT: ADJT Adjust INV Invert RM Right of Way Begin Curve Radius IRR Irrigation S.C.E. Southern California Edison „ B c R g ASSOCIATED IRRIGATION CONSULTANTS FUSCOE WILLIAMS LINDGREN & SHORT BLDGS Buildings M.C.V. Manual Control Valve SCHSchedule SAN C.M.U. Concrete Masonry Unit M.W.D. Metropolitan Water District SPECS Specifications CLR Clear MAX. Maximum SPNKLR Sprinkler 2014 SEPULVEDA BOULEVARD 2500 REDHILL AVENUE SUITE 100 CONC Concrete MIN. Minimum SQ. Square PHASES 5- *' .,: SEVAINE D.G. Decomposed Granite N.I.C. Not Included In Contract STL. SteelLOS ANGELES, CALIFORNIA 90025 SANTA ANA, CALIFORNIA 92705 , DIAM. Diameter NO. Number T.C.B. Top of Catch Basin (2 13) 477-6525 (7 14) 250- 1500 WASH r DRWGS Drawings O.C. On Center T.S. Tubular Steel 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 777\\ GAL. Gallon P1.0.C. Point of Connection w/ With L; -��.'\ ` GALV Galvanized P.S.L. Pressure Supply Line YR Year GPM Gallons Per Minute PER Pertaining To Center Line HDS Heads R. Radius (� Property Line LANDSCAPE QUANTITIES )�MQ 1Vn PROJECT LANDSCAPE: 0 V • 1 \ \/1 �G t; Al (SAN SEVAINE AND MWD) MWD SAN SEVAINE STREET TREE QUANTITIES TREES 4' 6 GAL 'J8' 36'x.,16 G r ' • PINUS CANARIENSIS .2__ L_•._.i 2 5 STREET NAM TREE NAME QUANTITY SIZE V /� A4. W.T�_-1z -(5W_5TJo P-1 /1 oNs / PINUS ATTENUATA � 26 SAN GABRIEL COURT LAGERSTROEMIA INDICA 13 15 GALLON l J s sv�e 2 3 -4 7 s / 13 .wo %s U ll� �r1¢ r ■ , t �. - HACIENDA COURT Ili LAGERSTROEMIA INDICA 17 15 GALLON � : �AGERSTROEMIA tNC)ICA 1 �83� r 'SHELL PINK' CLAREMONTLANE PYRUS CALLERYANA 32 15 GALLON Q DESCRIPTION OF REVISION DATE pT>r RHUS LANCER 2 29 GLENDALE COURT PYRUS CALLERYANA'BRADFORD' 32 15 GALLON r AMROr[D I PLATANUS RACEMOSA 76 CLAREMONT/GLENDALE PASEO PYRUS CALLERYANA BRADFORD 4 15 GALLON �r l \ PLATANUS ACERIFOLIA 4 9 CIT OF RANCHO CUCAMO_NCA i �\ �� �\ /29 ANNANDALE LANE LAGERSTROEMIA INDICA 34 15 GALLON LtL .. ! t - :: :? GEIJERA PARVIFLOAA BALDWIN COURT LAGERSTROEMIA INDICA 30 15 GALLON% \ t1 .,.;lice: \ ARBUTUS UNEDO 1 13 ANNANDALEBALDWIN PASEO LAGERSTROEMIA INDLCA 4 15 GALLON N \ �? SAN DIMAS LANE PISTACIA CHINENSIS 26 15 GALLON > COVER SHEET SHRUBS MONTCLAIR COURT LIQUIDAMBAR STYRACIFLUA 21 15 GALLON ►y - :::r::r• r t 1 GAL 216 838 SAN DIMASIMONTCLAIR PASEO LIQUIDAMBER STYRACIFLUA 2 15 GALLON !lam Z \ t 5 GAL 119 2571 1 ; CRESCENTA WAY PLATANUS ACERIFOLIA 53 15 GALLON STANDARD PACIFIC VINES U 5 GAL 2 96 HASTINGS LANE PYRUS CALLERYANA'BRADFORD' 23 15 GALLON t LOS ROBLES COURT PYRUS CALLERYANA'BRADFORD' 22 15 GALLON HASTINGS/LOS ROBLES PASEO PYRUS CALLERYANA BRADFORD 5 15 GALLON TRACT 13565 PHASES 5- 10 \ GROUNDCOVERS 1 hLATS GO.FT• 6,322 28,116 ARCADIA WAY PLATANUS ACERIFOLIA 42 15 GALLON PASADENA COURT PYRUS CALLERYANA'BRADFORD' 8 15 GALLON ; '�_ ;t.a APPROVED BY. / - ,-. DATE t t TURFS SQ 35,960 6,665 ALHAMBRA COURT LIQUIDAMBAR STYRACIFLUA 20 15 GALLON 71 15 GALLON `7•'� CITY ENGINEER '�� 6% RC.E NO.24953 1 CRESTLINE PLACE (LOOP) PLATANUS ACERIFOLIA Qj r,.� r '� <<- ` MULCH, sil 50,305 119,190 CRESTLINE PLACE (CUL) LAGERSTROEMIA INDICA 32 15 GALLON 11 > DESIGN RECO+�ftEti0E0 TOTAL NO. OF SF OF LANDSCAPE AREA `Y i , 241 h IN CITY MAINTAINED AREA: 247 1 S.F. ►�� � � `��R� '�rS',iGGy� DRAWN NANCY R. t AI,N4ER, A S 1 A. r � S►(�,(T EQUESTRIAN TRAIL: (SAN SEVAINE) 3 1,248 S.F. r` t;;,F; r A 21 ' PLANNING•LANDSCAPE ARCHITECTURE EQUESTRIAN TRAIL FENCE: (SAN SEVAINE) 9,079 L.F. 1 OF LANDSCAPE MAINTENANCE DISTRICT AREA �l -fir_ b"q� �� 7 �\z� CnECKED DQAwiNG NO 17801 Cvtwright Rood.Suite C' Irvine.CA 9271a (714)474-1400 ,. �/�.� , PROJECT SN 'ET # 9/ GF //,,-,- r_ I. SAID! ii -- PHASES 5 1 y ' Nel 1 I ROJEC AREA i 1 E BELp W IlptlSfRIP 4 Gr. ✓ NORTH G ��E � . H1- �1 ^ I \' /EIN DECOWID"Cg^ATV- TRIUL h \ tl , ,- • 4 .s 9f XIP Y I . O d f' ✓ 7 J I . . . 00 • --— z 0000 rm GNGETE 51DEwV KyJSYi3lZS� M�SO lSi2�M FiMisi} � • •• • / � KEY MAP uv1L t=�IN���s OF ••• 7 NOF;H % G=e;f,-YoV> - co - - ••• 'n n. •• �. ✓ z •• �. iz'•o' �zo'-o(rrj�tl 2nJ C''*••• ///. A UN Fss • %} NTOrED wsff A EQUe5TR1^,-J TWAA- I[MCi• ••• / / 4 •• 4 / 4 _ STREET •••• / } , UVILIN� ros STttt iMvi�over-�� ••�1 OO�� thus-tu r364-,5"4 F 5-10 6"f5rr �W b 0 135 2 O / V ••• / •••• ,. / O •� / ` ``- •�• i • , �•O v r� •• `� loe . f A r—Q U E STRIA '('RA 1L �C-t4CE O�� •�••• +tart •••�• , ;t CONCRETE SIDEWALK N.I.C. � • / SEE CIVIL ENGINEERS' PLANS 400 M . IL f• '` 1C -�• EXISToorING TING PILASTER INCLUDED �• • INPHASES >✓1 D-4 PLANS 1 � E p�or�rY •• • w` CONTRUGT � `f BY DEVELOPER N.I.C.) r - r • • K �L. • � lopCO STRUGTF,D ON MIVAT't5 I�o�tzlti( R - F �� :`'• r LIM�� �.� � .;�� . * pP� BY DEVELOPER (N.I.C) ul owe wwvwvv" F - O 000 low O 7C ` r � Y CD 24" SQ. PILASTER TYP. W LIN INTERSECTION ON PROPERTY ' E ,� � EXCEPT WHERE NOTED � BY DEVELOPER (N.I.C.) `L SEE SHEET FOR CONSTRUCTION DETAILS '�•� �"'� � ,� ►s� �'`' 00, SEE SHEET 5 FOR CONSTRUCTION IZ J x +maxim G DECOMPOSED GRANITE TRAIL SPECIFICATIONS SEE C-44ADIN&, PLANS T-dlzm (SRAD)NG, � J�46TIN& CFAIN LINK F>�NCC-doo Vol CN•I.0 QV DESCRIPTION OF REVISION PATI uTr p CONCRETE HEADER CITY OF RANCHO CUCAM40NGA LANDSCAPE CONSTRUCTION PLAN NOTE: STANDARD PACIFIC .4,22-92 I, LAYOUT DIMENSIONS FOR EQUESTRIAN TRAIL ARE TRACT 13565 PHASES 5- 10 NOTED ON PLAN AS TEN ( 10) FOOT PARKWAY AND APPROVED 8Y DIATE 77/ ��" ' TWELVE ( 12) FOOT EQUESTRIAN TRAIL CONTINUOUS _ CITY ENGINEER RC-E N0.?�53 UNLESS OTHERWISE NOTED. o' 20' 40' 80,- Df SIC04 It[ 0 [ D D/AwNNANCY R. PALKIFR, ASL. ►IiE t PLANNING•LANDSCAPE ARCHITECTURE I'��• g Z 1 NORTH -a :KICKED DOAV'IOtG POO N� 17601 Grcwrighr Ro,d,Suite C• Irvine. CA 9271•(714)474 I401-1 p'r J CT SF F.T #9z0E- 114 S.C.E. 1 A au Esff�1AN '�Rdtl �E1E f -_ o�' SAN PHASES 5- 1 SEVAMIE WASH fZtVt;W TufLNA�ouNp CTC-MP. AY 'P fZ ST12E�T 1MP���M�NT PSN s I ltm LIMIT OF W.QRK . fog >:uru fz�MovAl✓ ��NCJINh �i "V6,66"661160 ` `- xTstoN o� sN SE [p,tr +GCN•lC� .0 Pte. D O •''• +..:.r:.. LIMIT OF WORK r - - - - n•r �1•e•iie••ef•�� •••�D ii••ii�Aee•e••• ••••�� ••�•we•ee�.•j•••••••1�••••••ii ✓ \� .✓, P •Li•.e••••••e••• •e••�• ��� ROJEC __.! ••••ACL�M�r OF ' ► �I AREA 00 %(OQF LU qb LU - - -- - - - - -- - •••• I „;; ? I -- -- ---- AN - - --- -- - VANE - -- _ _--- �- •� ► � rf .��'•• m S w z X• �Q"•x"K"-X-:•x--x::_ ... :v; _ -�S}K-'ft-k�c-f�-..�s �''It-#•-�sr-� - U vl LeNele II- 24TF- J EVA INE W . SAN LIMIT OF WORK ~ VVASH l -� KEY MAP RETE SIDEWALK N.I.C. CONCRETE HEADER ICOR H CONCRETE ) _ -`_ -.._- SEE CIVIL ENGINEERS' PLAN -11z 13565 CI M�T O PH . 5-10 �r��r,M1vs F VVp NOTE: RK I. LAYOUT DIMENSIONS FOR EQUESTRIAN TRAIL ARE T�MP0T A_e Y WALL ON FgIV,4?E �j:pr5M •y cHa.Ir� ��NILN.I.c.) NOTED ON PLAN AS TEN ( 10) FOOT PARKWAY AND BY DEVELOPER (N.I.C.) TWELVE ( 12) FOOT EQUESTRIAN TRAIL CONTINUOUS UNLESS OTHERWISE NOTED. 24-SQ. PILASTER BY DEVELOPER (N.I.Ct) G DECOMPOSED GRANITE TRAIL �tC-- cFcY WAF-r�ftooDUp 514^J-L 8>= R (OVG�, �!=-�fLf�pf✓ A5 NEC�55APO-Y -M STU! 15111-5 TD 'FZC F4EE5 _ flN E &9A pEf> GoN'D ITl c-*4. - z Gulzf3 @ 5rq.4(v +70. ' G clT, 2�M o vG REPrAG ww``� w/rH �`v � - V> CONCR lFTlm Hr-ACV -Ft, Pr-� 5rC,. ,pI /07-A v s / s / SSGG9T Rsc s ' Q 14ICK.5F7- /2 pRA/N r, fSo x DB /2/Z'O�c E4 uAL Gu t.5 vRt rA P149KWAY C-94 r-r Z a f� gao FST)zIAN 'raA11- FI✓1S CE Ac.HAMORA A-s0/0 Of-7-F�cJAL- sroF�vs�K (2) 1.4 ewz 24`` I-oN� ovw UW--9/N A 065 91, CONCRT-E O� - LIMN OF - HGADG>2 c _ c �\ ` �-t • arr•.e!•!�•• i•1�•••••••�Tr� �.is.• i:i•::WORK: w Zg-T a \ 'tl� 1r• - --- > -- —4 DIA.C, Z. 91P� •! m l� A Q S E VA I N - - -- - - - _ w 9rrEAst/R0�/ cur R 5xf0 6/eEn�E 1669o.0 �� \� P/PE—\ EACH WAS /,Lu 24` 2¢ 24 15 •Z i � -___.--'_ - N� Y sf S/DbWALX PER w o R STD. D G i 3 - t ° Tc 6 P� m3-91 P/PE ST/Rq�F- 4 4 4 O// Vf� 172AVN F w o <C � . • •' s — '_— — — — — — — — — . , = . , o `� — - � v e. w n �n RC1 ro OA V `OFlo x r� Ica C S J r 2c f , >s ae SEVAINE WASH _sECT�ON 8-� ""V s�c-tio�t =A ti �n0000U� T of woR NOTE: VM 6" CU913 tAM A LI f0Z STt>. P A(N 107-A � �� � �'� � ►'` I, LAYOUT DIMENSIONS FOR EQUESTRIAN TRAIL ARE cpNOTED ON PLAN AS TEN ( 10) FOOT PARKWAY AND �o CONCRETE SIDEWALK N.LC• SEE CIVIL ENGINEERS PLANS - ( )TWELVE 12 FOOT EQUESTRIAN TRAIL CONTINUOUS Tm 1-35115 QH. S-Io s-T E>- UNLESS OTHERWISE NOTED. `At tMPIZCWIEM5---Al PANS SEE SHEET : FOR CONSTRUCTION DETAILS SEE SHEET 52 FOR CONSTRUCTION `CIAO - SPECIFICATIONS �4z r=X(5TJN� C-I+QIN t_INY- FE�t4c5-• Q i1DDED / f W.D. �/W AND P/PEUN�S � l(lz` Fel Wast. O Izl�� Iz4 I2. DESCRIPTION OF REVISION DATE GTr A►+Ro�to BY DEVELOPER N.I.C. G DECOMPOSED GRANITE TRAIL r �P �P CITY OF RANCHO CUCAMONGA S�t� URA�INC> FL AXNs f:70 - GI\,/IL- CNC,(tAe6rZ•=S FUA+4S 21 LANDSCAPE CONSTRUCTION PLAN 24" SQ. PILASTER ON PRIVATE FKOFF-RT-f _ CONCRETE HEADER STANDARD PACIFIC J a. z -9Z BY DEVELOPER (N.I.C.) `� F . 0-4 � TRACT 13565 PHASES 5- 10 . tai r .�•,� ,; APPROVED 8Y DATE ` CITY ENGINEER ,Z /i�YI RC-E N� 24953 0' 20' 40' 80' Des,cN RECO c DIED DPA*NNANCY R. PALME A.S.L.A. #� f E T PLANNING LANDSCAPE ARCHITECTURR ``N NORTH `l+ 2 (w2 � CHECKS) 0*Awip 6 ►W N fZP 17801 Cartwright Rotd,Suite C• Irvine,CA 92714•(714)474.1400 HANDICAP RAMPS PER s.c.E COUNTY STANDARDS (N.I.C.) W.W.D..W.D. SIDEWALK , ;; ` -- � SAN SEE CIVIL ENGINEER'S PLANS STK1-UT IMY?_-0V=MENT SNS, We,#1 �n7, sNr-1E5T 17 . w ID TYP I I` ,— I�� SEVANE 'PHASES 5- (Y'. LIMIT OF M.W.D. SIDEWALK WASH LIMIT OF WORK i P � ---- I F #I _6_r RESCENTA - WAY ` � c• ! ROJ�ECTI CONCRETE PAVING I 56 � � ��.�� AREA j MWD PERMANENT RIGHT-OF-WAY nnen nnrrerrr enNm/mrmrnrmnnnrnnnfnnuvuoolntnlnnlmm�neannnn/nnnnnllunlnlntnnntlnnNnnulllrennrnnnnf►mm�nnnnln/tr»/mfm/amrr Tmrrfm fNnNTmm. --- - O '�„ ✓-� �p�1 �r 1,,;'� i I CONCRETE SIDEWALK (N.I.C.) w .l \V (DEEP ROOT) PLANTING SETBACK W \ CIO \ SEE CIVIL ENGINEERS' PLANS r I M E � - 0 a ST R T I' ( M NT W 1 I bWb 1352 Q P�ANs T 7 , • h W • , EGZUI�I- � E -J MIN, �•�. I , P 4 i t I F XI TIN N PIPELI CENTERLINE O E G � S 9 � 5 r b U Q I U -off - i J, a 1 V - - J 'Q .1 _ _J! 1 1 Q 1 f 4T uji Y / Z_ r 1 O — i J N 1 — I 2 - - 0 � 0 1 2 o - O - O' _0 •o 1 — 1 1 0 1 K. � - 1 IME PROPOSgD PIPELINE Q I N N ' 16' WIDE DJZIVr-_.WA`( RAMP �" _ _,In KEY MAP Q PER CITY S'1"D. �izW�.# 305 �N•1'�) -� W - 12 -20 20 O.C. - - _ 2 NOR 7 H SEE CIVIL ENGINEERS 5TKnF-T Z TYP. '� (DEEP ROOT) CANTING SET CK TURF BLOCK s14EET 1-7 - GI W � +I - - - Mwo fir✓ 1 16' WIDE DI�l��J,4`( RAMP Q - --- -------- --------------------------------------- --- ---- ----------- PER LI � . CONCRETE HEADER �Tb DW(� SEE CIVIL ENGINEERS' 51'K>:�T 1MPt�Jt7- �- 44 LIMI-1 OF WORK _ � UMI-1 OF WORK MEt�IT ISN s►- F -r 17 � t�1ZW6.* 1362 EXI�fINC-,GUNITE DRAINAGE SWALE CN•I.C. 15490 HANDICAP RAMPS PER 5F-F- CIVIL 1=N�. F�4 c, t Utz INS 0� �'VY COUNTY STANDARDS N.I.C. _P�--^Ns, F�4AsE e, 10 SEE CIVIL ENGINEERS' �TRrkT FENCE BY DEVELOPER (N.I.C.) I MPRD'li'EMENT PLAN, t�t6#135"1, SFS !7 I RCT I35�5 COUNTY GON sTR uGTED ON Yf�I�lAT>✓ YR�Pr=C2'TY M . SIDEWALK S � AN S� tJ CO►CRETE SIDEWALK N.I.C. R f�i�Dl t�10 S}-INET' 3 IND>✓X N� 13�-5� �} i2� winE TrP I SEL CIVIL ENGINEERS' PLANS, STREET IMrF0\/EN1r_NT Pl-•a N S SI-1�E`T- 17, L�ZWb. � 135 Z LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK CONCRETE PAVING CRESCENTA WAY r -_ . _LIM_IT JF M.W.D. SIDEWALK - W M W.D. RIGHT-OF-WAY O nrm fnnTrlNlr • rfm a nr arfn vrm r n rf rr r mr r r I/tr n n 1 r nr flnunr r 1 1 nfn o 1 1 1 nt 1 1 `J Iff/U1 nfNN fWfW W UU U U IIIUIIW Itlll�Il It/ tl I/tl 11 11 1 IIUII 1111IIIIIIt1111111111111111111 It 11111 I1f 11111111 n1111111111111H 111 11111111111/IHIIHI/111 Ilnflf/11 IYfMiHrNH/III IIN W4Y1 111111 11 f W t t /NU/1//Il Nlmmfn/A1IfHffftN/ttmin/Tfin11111/f11/Nm11m1riHfmA/tTn1/1N/n111npfln/1n11tn/tmt/fmf/r1/nRmn11fn1111 Ht11NrHUllflttl /t11f11111111111H ifMIf1111fm/nnil11N11t/r/nf 111mNHfllfminnnlff111f11f 111/11H11 11111111111111111 IIUIfIfIf1 e11111i 1111r11111111111tnNfAMMIfri111 Mif 111111111111111111111111ii1111111t11111mImfe.InNfmllnl/NInTNR/Tm Tf i►TmmM 3 S PLANTING 1 b Q _ f Q S 1 O 5� �- S N' - S M T __ ._ r Y - t P. i L 1 EGZ I M Cr ILL t� N CENTERLINE OF EXISTING PIPELINE 9l� ...•'•'• i - O N i �4 D � 1 5 T 1 - - e 5 -0 i 0 _ - 1 0 0 �• 0 1 _ 0 O , 1 O O 1 1 1 Z I - � �0 I N 1 Irl - i - - 0 1 .W ... ....... .....:. 0 - 0 ::: Q �C h N 0 N 1 n _ 0 -d� r M t,, N 20-0 D,Gc N -� ± 1 • i 2' Of PLANTING SE BACK _ _ _ _ - _ _ _ _ _ I - _ LL ------------------------------------ ----------------------------------------- CA�wbrz/w yti �" -- _ ---------------- ------ ` --------------- —Sw�.�-E O_5'/. LIM1 OF WUfiK 39 ( 38 i 37 LIMi 1 CJt i V'VbI ;K 36 - I 35 34 LiMI I OF � WUI:,K :s:5 t:�t�nNv M.w.9. wA-r>:►2 M.N. �• L �G� 15540 15543 1556.5 1556. 1 1555 7 15553 15550 1554 7 S�C,rU2.6 To F55 15544 ��0� v' l.II•J� O►�fl vIEW rzor�c--reg IN Pt,�� �C. PRov,pG 20, wI�C , FENCE BY DEVELOPER (N.I.C.) c�eA>z zor+� s�oPirl6 TURF BLOCK ^- (: C ONST•R UGT E D O N P1z 1 vAT'� po��PE -r-( 0 i D ID DRAIN E)(Io1'INe GUNITE DRAINAGE SWALE CN.I.G) CIVIL 1=NES. KD LICI" C� T_--ANel 1�44SES 5- 10 (TK. 135�.� Cc)uNTY 1 A��E1� M• W.D. �Ec�uirzEM Ts rr/Z�(� �S�'h� >`1 F �1�1,�2�11Jp SHAT DESCRIPTION OF REVISION DATE CITY A N RO'r'T 0 CITY OF RANCHO CUCAMONGA SEE SHEET ! FOR CONSTRUCTION DETAILS SEE SHEET55 FOR CONSTRUCTION LANDSCAPE CONSTRUCTION PLAN SPECIFICATIONS- STANDARD PACIFIC ' TRACT 13565 PHASES 5- 10 APPROVED BY DATE: �? 214 CITY ENGINEER.,,, � �-� RC.E N0. 24953 ` 0' 10' 20' 40' pE51cN o '- Ecom r4 ►x4 �,�,V,K { Lb A6.}"\17 - j DPAWN NANCY R. PAI.MBIZ,-A.S.1,.A.. SZtt N PLANNING•LANDSCAPE ARCHITFfaTURF 3 21 NORTHor ' CHECKED DRAWING Noon / NRP 17801 Cwt—igh[-1166d,Suiic C• Inirx.CA 92714•(714)474-1400 �7rE�L_ G+^ 1 7- 6C,' /c. 11 1►- � NCS , 5MI0LaN� MP r -Z NoTr, MoUNTIN� P�R�4GKET �7yWN�E- INTI=RNAL PVC POs U17 (oX 4:' GONGIz1LTI- T om' �IN�M WA.4,L1i9NCZ MAY 0CZL4FR GAP EVER POs i H E^P CfR ISI N int'! kfrAP6 - -r-U w a p�.A. M (00x �,oNc►�e`t� , . 3 A�t"1 6w&w 5iTM-t-PPE /11 I Vz �4DIUS GONERS �L �aDVP �� N - - FINisH G,��.DE I v -- G•r�t-�/ S 't.- t-1 Ft,LED '- I _ f tom) ',fN� �� � � D.' "f}�A 1 L_ 2� 1"11 N. (C R.0 5 5 S l.oPc I — I I /G�a�D��IER PRF-A I I 'D• . s,`xe' t'vG t'�vST � ft�MT ; T� ♦.)EIA�c-ToT1fr- 5 '�IOh Pah h WIG'A'rt Cie' Vz' r'REM4LDED - ?� - NOTC 1 X 611 ryc' "L- 5. `• D �XPJ4NSION ` �►�'{ !''' __. p�2,✓IDE �1 rReMaDE o e A t.JttGRls AR�GE►JT s _ EXpsy.N�j{C�N JOINT AT 200 t 1 i 5 Ti!11ea 'fvG-�t�ST I ' TY( vr-u�nr1�� D Ct1�Atllt� a t _ 00 0 e O • _A CONT. _ I ' IIaLI_ ��c. rose �� - - I —_ - _ - �,; TO III 1ll1-:SIU I�I I) �OVIDE 'TOOL .JOINTS I'I ut�Es or DI .TION �a� :t: - (��III _ - IIIII� ;ill, COMP SUgf►1�/tDC= _ - ID'-O" O.G . _ I - I I II ILII Ems; 'fYl' = I TH ..C��G 1lET'� .A - . - . •:. i '• _� - ll�J.tl!`--- N 2. GAP A" P e ws a I Ip s O v — I - Fwr`va � �G• 7 . � -- 1 -4F a �e�aR c,o�rr. " � r-✓7G D � ♦ 1 I I _ r v. .. � _ E� n c I I'( N Y M 'fAJNED hRE14 piQiv�t I '>'�uY MA ►�I"rA1NEp AR'CI4 r�N►�tb+�.p� = OX(� 4ONCRO'Te +++F IX - C,D>`IGROM H501 601-M 1�1 UoIX� wr1H EW e".9 �IA�N T�I1. p �}'`MINIMl1M e: FG. �i v, 1. D cam'-OMP CSN i'f�� 5d4LA- �i�(G 'T W 1't� DTZ A!V I QJ FJSr tell NCS O� �'VALL,AND N i Int Uo i � �.. : I�'fH� S`fEEt. I�r. GDM AGUE 0 To 9D '/• , ��QD� "`o �NG� nos ML R�►J iT� :0 3: , , ° �._ Hot~-e 04 (.vt�6F f�t- 2. lhl Wo U FT'� vV111.4 I- `� - •.� ,. G�+ s To ILI rlrF y��n�-1-�r• �T - t.r.,. ' FENCE 5y : COUNTRY es;rA-7 - CO. �M 1/2u I2AVUs Dd.L 6 X�W �i� C�N C.O�•JG� 1 orz Ec�Up.t✓ �S AT-PRrOVi=-o 2. -DONoT PKIMF- OR PAINT �I �� . 7 t3�( T� t� �tTY . IN >=c-r�rz. . AL P EQUE TRI N I ►SER VErziF`< HASP COMPf�TiF31�-IT'S W1rH M.W. D. LOCKS wiTH M.tiv.p. S� GKADIN&I Pc. JS gY C►vll.�Nb�N -�2 �� �JL C-p C s S A TRAIL 3 P1 F?O 12�8 �i JvA�I C�. STRf>N O 92�� �14� 6,6>?a -Z 2- 3� INSPc.GrU(z P2tOfz Tb r-ASTz( CATIc7N. MoDI Fes( ^5 Nf5EDED. EQUESTRIAN TRAIL FENCE A STEEL BOLLARD dB DECOMPOSED GRANITE TRAIL C CONCRETE HEADER (�" x�'� +MAINTAINEDIAREAS1 Y .) PfiIVAIEIY ) �vT� of �w�l K n S� l.at C ) M w o R/w �IEDIUr'i �RAcr^ FiN15rf `� �--- WALL'/F�WC,E MAY OGGUR �nlDiCts�C ro vIR SC-ftoN op \.jkk BUND � TOWEL FiIJ SN ?DAN � tN�? - / R F - w F� 1V F o�FENGE i �uNIT� s1NA�1-E Q.F 1 r � (T U � (z,� R1Jb �'�`� • .• til TSI Q� I 1L 7_:Z C . NiAINTFNAN AP 111111►= - - -- . T�� AYE 1 GE EA Ii _ i1,I - llilll ._ -rUR �,v�I� - - , r- .{ M 2, 3 p '♦ COMPACTEDU� SEE _ ,� �'., (~ y�' C � 10►,.1 StJdGRApc �i� �1�/-� - i ' .r '� PLA1�I� �G. 2% v1 11 ��j� , ,1 ,i; JOINT 1/ r -�z -- Cot.D � •I' ORI 2 SCD J007 1 Lt�M Acr SU�� pl, TO 10'� CGrMF 'T • - 1 1� I/4 R I/.� R- TAF SWCK 81(: 1/2 PR.EMOLED T I' e . PEQMA CN(,RE'f6 Or_ Egt1AL , AS ABP�ED SY L)WPSCAARlSIITEG7 GIT`{ INSf 'TQrL PAD EET E xPA►J510u JpIIJT � 4 � _ 4412490 DAY 5•fR o � � ' _ RI 51DE ,CAI,IF, wwERE ADJALEIJT 9Z506 TO wA % -- ill �lk- j . 11 11 11' . - _,;I�I'� - Ir57 NOTE: L DONT. � � ' ('714) (03 fDiZ '(�Etti�� ONLY (N.I.G•). PEsz Rdu(�H C�RADW� Plpq{ or' of,1Cti WEaCENED PLANE AYPP_0v0r> SY COuNTY of _SAN _ _ _______ I. .Jo+►- �► - +R- NO-TE- 7 WH F-N No TugF 15 GALLF-D FOZJ . NOTE:- PROVIDE In" PIZEMOLDED EYPAt.,1S►OU ThE �YIDr� of FILL TURF BL_OCIK CELL5 W rTH MUI,GH (sHr-S) \ jC)I JT AT 20,-0'' O •G • TYP. Or- 10 %r'H IEYeJL Ih �`�`�• �OA M4 VWN4P &F?VUND C N`MZ C L0 JOINT5 o1C 1-./EAi'CEN6.O FA-ANE JOINTS SHALL OCCUIC WitiGH 15 TO BE FLU 5+1 WITH FINISH EVERY 20' O.G. MAX . G12ADE TO TOP OF TU2F 3LOCK MOWSTRIP (BETWEEN TURF AND GROUNDCOVER AREA.) E CONCRETE PAVING F TURF BLOCK G GUNITE DRAINAGE SWALE N.T.S. H n c�►- t - t o.-'a I Pa.. • l 1 r...a •t I M1.. • I r....►+.L hb. I II I, JAL Ica� r'06 - (�4`1 -., - =.� �.�t�1E�__� - c, c�•t'c�.t•. ��..; » "" J *�. '• .}— l-i� r� -,L -d WIT i'Cne . I AnnET� tif,W.17. TZ�G�UirzEMENTS DESCR(PT►ON OF REVISION DATE �ro Ror[p oar— irCITY OF RANCHO C U CA M O NI G A p e Dow .�•er+•cd" ' • � �'p a Fi..-r>7...ev r • j - . 777777, 777. -� _ - CONSTRUCTION DETAILS y r �. ~r.a�� . • � _ _.,�._. i . � • � � • � - .1 t=- s�xar J S Jam�' Z' Pt. � ,., ...., o -no" .>a ►•.,.,..,< /\ STANDARD PACIFIC - ,'�' HlStil�J-tD �Jtt.b bI aeI Cott i R��1m� Lw� er- nee If SG. - _ o _ TRACT 13565 PHASES 5- 10 A. E !'S S I � R 1- �T�P S � F Tl� v � T Ft - G s ro-� o'6rT P O ogr4r 'T ^ l �--J I-O�CI1T�0►J�•YCA -1200f> APPROVED BY BATE: '"�5`p''' CITY E N INEE R' RCE NO 2,40t5/3 oEslcN Rcco wao NANCY R. ALMI0R�� � R, A.S.ILA�Yp0 &01 N.T.S. PLANNING-LANDSCAPE ARCHiTECTRF. ' Kf E t } a TYPICAL STREET TREE LAYOUT I \ M.W .D. SIDEWALK J EQUESTRIAN TRAIL STEP THROUGH SPACING K `"c`REo °R`�Iz-L 17801 Cat wrichr Rood.Suite ' Irvine. CA 92714 Clili;i :4", 1�� GENERAL SPBCTFiCATiONS 1Supply all work and materials, appliances. toots, equipment. facilities, 2.02 SOIL. STERILANT: Trd4a Emuldffable Cbmervie no by 111m r Produce 17. The Contractor shaft be respendble for �alanhge oenso uedon bwkf111 and trench C. Aaattraaa d Saatuisa tics row Similar to •Ecolo y Controls err diatr ols M-Bind ' tbuied by Stover Co. pany'• transportation and serv}cas necessary for performing all operations of the Co., or accepted squs compaction. SockdlU nsteriai behind retatnln[ walls and for drainage structures and Lm Angeles. California. or equal aNwilarCitr Representative pet« to •Landscape Installation' r identified to eomrtrvctlon docvments: The Convector piping to be non-expoi0ve and free from organic natter, deleterious substances, and 1. City reserves the right to take and analyte samples of saterlafs far use by Convector. shall maintain a qualified super Asor oe do die at all tines during eonstvctlon 2.03 PORTLAND CEMENT: ASTM Cl 30.'type 1 or 11. sod containing materials over 2' In greatest dimension. eomforefty to specifications at any time. Contractor shall fumbb samples upon request by City. 2.03 CHEMICAL ADDfTTVPS dsromgh oewpkekoe d pick-up .fort. 18. A11 dreissllkhsa ahaD be eoerdbnsted with tree installation 2. AN construction stall be is aosdbnrtunce Mit current local building ease, Par-! 2.04 WATER: Ptah, chew, pat" water r roaW d by Nvefeper. 2. Remove rejected materials I from the die at Contractor's A. Refer to Soil Pivparatlee Section 02920, 2.03.2.04. regukeer+*rheh and stair health and safety regvhes.enr. expense. Cat of lenity at materials sot meeting specifications shall PLANTTNO SPOIC1191CA I TONS be paid by Cosrtraceor. 2.04 WATER: Potable water r f reimbW by Deve"w.Conti oc km shall trarspot n 3. Prior to sabwttekeg bid. saasatea Iwo die and the ooetdltlers dhereof. PART 3 - IIXRCVTiON 301 PREPARAUQU AND AACKML 1.03 StISMiTTALS 2.05 SLURRY MD(COMPONENTS PER ACRE 4. Phtotmet this work and fisc Ciey'a property ftmssi dmwhhge r n rssnh d vii wort. 3.01 S IBMADE PREPARATION A. Submit sanuhetorets' Blerattrre mad la 1. Refer b Otsn+eral Specification est thIs ihesK. �� b'or•torrgailaytica dM S. Apply and pay for all Fes aim regaled far vii portion of the work. A for the following items. A. 9MDd Carer Ateai: YQtOs[tl0n d Suttvaele� Verify that subgeder have been rough graded b wed d 2. l.arhdacape exsnteet« shall rototlH wow ra except 2:1 slopes to d n depth 6' 6. The Convaetor dun carry was cm's cowpenMtlaw, public HoWlIty and property grades to within 0.10 ft. to accept four (4) inch deep of decentpeeed granite paving. and remove all rocks 2' and greater from the surface at the conclusion of fine 1. Seed mix(es) SEE PLANTrNG NOTES SHEET 29 damage Yww wore as required by the City. grading operations. Convector stall and prep dl areas with the following rata par b. Cosrgc>;jon: Compact subgrode b sdnlnrora 9011. See Section 02220 - Excavation, 1.000 square feet d area: 2. Organic Ane sit mi fa. Intent The above cowporm and qvm titles are approxionate and are for 7. AN spedflestlor and isstsflstless shod tconfors to twe details and kgenb. sockfiling and Contracting. bidding purposes only. Following an oft-site soil analysis by an approved 6 cubic yards nitrafted redeived sawdust 3. Fertilizer Soils and Plant Laboratory (provided by Contractor). composition d durry Theme no OM be used in ooequnctloss with dee piano and nay dbaeper+eky shag C. �: 10 15 Anda urea 2-12 K de commercial fertilizer 1. Mulch mil may change. Submit poopesKe! oft b Qty f« a price 8. brought b vise tseatk+n d the Gly. P� r will be adjusted accordingly. PDfe'`'al. Comeect 1. !l1lllAl: Mix soil tiertfant in Weyer tank with dean water setordtng to 9. The drswMp and dpedficeftem represent On finished structure. All Waiting, manufacturer's latest printed specifications. Use sprayer which will apply the 3. baeldM for plant pits shall be: S. Soil Stabilizer 2.06 HYDRAULIC BQLRPMFNT iempor•ry suDDo, . shoring, ate., is the ads responsibility of the contractor. solution uniformly, without disturbing the toll. Observatloa visits to the job cite by the Qty's Representative do include 6 Paris by volurnee on-die soll (Free at rocks 2• to dhnnbi or granter) G. Wood Fiber and Stabiliser one-slop sppflcstfon A. Contract« stall car a cosamerdd type Nydro-Seeder for the appHcatfoe of Inspection of construction methods and safety eonditiow at the workwha. These 2. Solutlon Rates. Apply to dry soft surface at ISO gaffer per •tie. Do not apply 4 parts by volume nitrobred redwood sawdust slurry Equlpreent shall have a built-in agitation system with an opeeting vIsib shall wall be oorrat► r coe<ttRvorr and detailed Inspcctlom. when wind velocity exceeds 10 mph or during or after rain. I pound per cubic yard of adx 12.12-12 NPK eowneid fertilizer D. Tea Data: Subm" all eb«ekwy teat data for review and 000eptarhoe. Capacity sufficient b agitate. sasperd and homogeneously mica durry. 2 pounds per cubic yard of six Iran sulfate 10. Design. rterials. equip menta and products other than these described below or 3. 9ft, Shah or stir prior b one% appHestloet. I pound per cubic yard of ter formaMehyde 1.04 WORK SCHEDULE: Proceed with the work as rspt fy as the die became d "able, b. Distribution inns mud! be large enough to prevent stoppage and to provide eonstrtertt with normal seasonal tatforte antis w Ilrwt f« ort planting even distribution d the over the rad. The m must becapable d indicated oa the drawings may be oonsMered f« case, provided Prior approval Is d«rr � pump ebaritt+rd from the City. and dna appb bie goventag code authority. 4. Qymmylu- Avoid sprsyb g on walls and •rem to receive pianting. 4. The above soil amendments tar soll prepare tlen and backfill are for bidding purposes exerting up to 150 psi at the soak. only. The Contractor shalt have one composite agricultural suitability test 1.05 PRODUCT HANDLING AND STORAOE performed b an approved sous labor and in te the results d the test C. The du tank shall have a mitttsua d 1000 Nations and shad be 11. Canndltior not specifically shown .w be come acted aivar b the erRafir ear tee S. �: ianhedta after application or thoroughly ineorpera ts•+fr P1� �r ro*Pora err t r PDffc• aper sdutlort, . per h) a into the soil ration. A. Purnbh standard products In manufacturer's standard containers hearing mounted prod g on a tra elle unit which will place the du tank and a �� �*+•� a rotfe Prep• [ Di Res Way * solution into the soil b a depth of 2 b 4 h. per manufacturer's al labels showing quantity, and name d marrufwturer. a'Iglo [ q ty, •nafysb soak+ within sufficient m1 b the ares b o seeded dor b recommendations. proximity p°V We S. Pinish g: All antis mem shall be b a smooth, even and uniform uniform distribution wlthor wags. t� planting traded SPSCWiCATiONSbrlot plane with no abrupt change surface. Contractor shall assure that all areas have b. Store products with protrctiorn from weather or other condidom whkh would 3.02 PLAN DECOWPOSED GRANITE 4' positive dminage, no free swhdh water or puddling is permitted. domege or impair the effectiveness d the product. LAI= A. General: Install all crushed stone work true to1.06 MAINTENANCE PART 3- EX21C ITION `rs1e,.properly coinciding with adjacent work and elevations. 3.01 GENERAL1. Rafts b General Spee�stleno Mtits awes!. arise a iaishad su.-:•..e uniform in texture and appearance. Do not permit finished work to vary more than 1/8 in. in 10 ft. from A. 2. AN dismenak+ms are taken from two of wd, ewrb fees, edge of paving or hee at true profile and cross section. 6. The Convector shall verify al plant material quantities prior to Installation. Plant A. Alydr hrdi'a+•allell Plo^Mt to ail neer acAsd an tin Phe, oopbL& makes otherwise sobs as plan. material quantities listed for convenience d Contractor. Contractor shall be 1. Continuously met OW each porton of hydromutched areas after responsible for fulfilling intent d drawings and shall supply quantity drawn or installation, during progress at work, and for a period d Igo days B. Application d hydmavlch plashing shall own, wWan fou we (14) calendar da after the cover d finish cite eonditfero before w a tdocumentation within fifteen 1 S da s after after Dart n I Ys Dk� t>wilot rt an area in the evert d bed ooehdtaorhd and dated whichever Is ter. Submit d V wort until Fin. r moat shed r dhprealoso ( ) r 7. Ceetr.rior tirasaley geecompletion tit Acceptance starting ng wt. Citylarpecior shell be notified Ipr-diatery of any distrepenrM or ward d contract that all plant materials have boort ordered. Photographs and sizes weather condition.I City Repres►e tshtfve my street drat hydroervldt and fabric possible defickncies AU carve to curve and curve bt lines shall be neat, taosea of all trees 24' bout and greater shall be dent to the Gry within IS days of award of 2. Maintenance of wydromnle:wed areas shall consist d fereftitlag, be applied hmrwedistely. trim, ssooth and a fai the contrera. AH plants shall be approved by the City's Representative prior to watering, repair of all eroeioe sed reseeding as neecosary b astahilsn a Installation. uniform or satisfactory end of the specified grasses. Area and peri, 3.02 SOiL PREPARATION 4. contractor don loestiop d si wtWtlea b eonstrve&m and shall be verify prior of Pea which fall to Chow a uniform or satisfactory stand of grass for A. Refer b Sol tion. Babb for V Ipersred. 7. Manta ahaU be h aoeordrniot iMAi horticultural practicea ender tie reasons shall be reseeded coal all arca art covered b gibe �a ltsid «+eTr-t� t� r climactic conditions similar to those of project for at least two years unless satisfaction of the City. Mulch reseeded areae with 1/8' of specified 3.03 SLURRY PR"A RATION AND APPL,ICAThON S. Contractor sham vote and hats sleeve loaslk/ rtlos>,r ww an trrigaAon ptoand d otherwise specifically authorized.ted. Planshall the symmetrical. typical for variety Pont t oss. drainilwes an grading piansand species: sound, healthy, vigorous, and free from plant disease, insects and their eggs: and shall have healthy normal root systems, filling their containers, but not 3. Potect new phnttng res agalnw damage of all hinds for duration of A Preparation: AH durry pepar.ekrn shall take plata on the job the. root bound. maintenance period. If any plants become damaged or injured. $ 1. Add water b the mnt whee the en ha hmmedistrlr report smolt damage b the Landscape Arcldtect and City. t� b at half throttle. When A C. 8. The City reserves the right b reject any plant material on she not meeting the water level has reached the height of the agitator shaft, good res for Rebnlbmosd Conaeie' sold ���� uiremen ci"otlon shall be etebtirhed and seed shall be 318-77 Cuss above b 4. a added 1. castors b ACI All planting area shall be weed-fm during the entire maintenance Rewtseasrnb �t Tei Pi t i ASTM C-94 •SgedAreslon for Rowdy-Mtred Coecaeie'. 1. Sbb.base: Thoroughly dean sub-ban or all debris, loose dirt and other period. The use d an accepted chemical, or manual weed control Is at extraneous asterisk before Installing decomposed granite. Do not imtall 9• Exact locations of all be and shrubs shall be secured from the City's the option at the Contractor. 2. Feralirer shall then be added. followed by the mulch. The mulch ahsll 2. Canaan footings, herders. grout M in walls and pllree+s shall have a minimum dem"pesed granite when web-bur Is wet or muddy. Representative prior b excavation d pits. Plant all trees 6' higher than the only be added b the mixture after the seed and wipe the Is en e tank at compressive strength d 2.000 poueds at 29 days. Minimum slump Y I inch. surrounding soil. The City reserves the right b relocate all plants on die prior to b. The Igo Day Maintenance Period: least 1/3 filled with wet". Marb.um dump Is 4 laches for walls. aohomme and footings: 3 hdhea for slabs and 2 rdMvt>RUU: Thoroughly compact In 90 percent wing power rollers weighing installation. Provide 48 hours notice for City b locate mainiab. pre-cest Nees. not less than S tom. Compact areas with at least 4 passes of the roller. After 1. As soon r all plantings are completed per Contract Documents. a 3. The engine ironic stiff be opened to full speed when the tank Is half 3. Provide cone eft wort Oat does not deviate from established Haas. grades reed o•rD>*�+t. screed awsooth. 10. Ground cover planting shall be conthium under all tea and dirvb ween within preliminary review shall be held b d th determine the condition e Mkd with wY ester. AN the mulch shall be added by the time the tank siwb planting beds as Shawn on pian. work. 2/3 to Y4 full. Spraying dtuU oosh*rsena Imm►edis(elr when the teat dimensions beyond the tolerance limits listed for concrete construction in 3. Is full .11IM Nomw tided Practice f« Comeaeie Poi-mom (AC1 317)'. Clean mt Imo Arem: Do not permit mixture ac contaminate planting ares. 11. Atter planting vines and espollers, remove bane « state and secure b Ore adjacent 2. Submit a written requM b One City inspector at least Clean up YnaredFately any mixture apUkd m adjacent paving. wank or oretlis muctvres with sack-n-tic or approved equal. 48 hours prior to anticipated dote of review. S. Application: Opersters of hydroaulching equipment shall be thorougldy 4. Protect freshly deposited onenew from piensture drying and excessively hot or cold 4. When surface areas hove been riled and It becomes necessary b add a experienced In thin type d application, womperattres f« the period d ase wsowrary b the tydrabori d the anent and the ' ry 12. Testing: Teat drainage d S plant pits Identified in Reid by City's Repro" tative by 3. The Ito day Maintenance "ad begins on the date on which the psoper hardmi ig d doe conerete date layer d material b bring the surface to grade, the previously roped « nWng with treater twice In succession. Notify City's Represmtaave of conditions City Inspector Issues a letter of Preliminary Acceptance to One 1. Obtain approval of hydromulch area preparation from the City osmperse 1 ren shall be raked to provide a bond with the added material, where retrntfon of water in planting beds occurs for more then twenty-four (24) Contactor. Inspector prior to apptkatiort ' S. A/ (S-L,.) soonliww a1naR be 1/I tea depth of paviy. S. A221Ist4m Pira: Not pore than 1-1/2 hours shall elapse between the time hours. water is added b the aggregates ., and the time d completion d Mal 13. Plant subetltuti s shall ody aliened by on tooth approval from the Clly. 1.07 FINAL ACCEPTANCE: ' 2 met at the spednlspecified Pry in a sweeping motion b fora • urdfors ed few. Irismtng and compaction. A. Wort wig be sattsf •�D� �' � Aty upon •fir completion of ch eat, Including maintenance period• but exclusive of replacement of plant 3. Keep hydromulching within designated •rem and keep from contact 1.01 DGgCTtTPT10N �tAIBA> AIyDItAMM= sstetiala ander the Warranty Period. with other plant materials. A. nalaWd RottTtr1V9W Ervlew give General Contract Condttlons and Dtvblon 19. Perform all mairrimance during hours mutually agreed upon between City and b. Submit a written request b City for review for Final Acceptance at leow 4. Do nor use slurry nimm which has not been applied within 4 hon.. One, Oewral Requervaeor, tr11c1 captain htormadoe and requbrevento that Contractor. 48 hours prior to anticipated Final Review date. of wlxkhg Promptly remove fres the site apply to oda Section. •. Werk lachrded tfnevatde dseesarrarrd grnaiM pehng, oompkid •• down, rd 16. Work ss�b shall orwrpt at the maintenando at keg ce oft 1n accordance once as week i r sten s C. nal Aomptanoe Date ls the dew on which the City Issues a Lotter d Find S. After application. iM Cowwwcbr doff rat operate an res Pe specified PP Acceptance. Upon Final Acceptsnm, the City will assume responalbi Ity the hydranuklwd sea. r ease se specified maintename schedule. for mafntenanee d the work. 3.04 CLEAN UP C. jjjaldtd Wort ks Offerq q F. Qstti red ea Dsfectivt 1Laatafis0W Repair and replace in accordance with these 17. Protection: Protect all planting area from damage of all kinds from beghinhhg of Mons at so addlticwwl cost b Developer. wort until Final Acceptance. Maintenance Includes temporary protection fences, 1.08 WARRANTY PERIOD AND A. K all area d wort dean, nest and at all tinnes. K all awed Excova � �r SP•d�a PKP P brig, boddlIllug Uoe &and ompac 3.oS CL1J►N-UP g �. and signs r required r« protection. A. Time Ptriod: Warrant that ro Iwa Its rce ad stall be in a healthy and and planting areasclew during planting and main mraon anor opeti Slope Sprinkler Irrigation Iii. Maintenntre shall Include all waging, fertilizing, weed control, mtawbhg and edging flourishing condition of active growth di (6) months from date of Final D. Immediately after application. thoroughly wash off any plant so@wriate. Taves. Shrubs, Mahe and Oros +rwr d lawns, pruning. removal d all spent flowers, general clean up and removal d Acceptance. antis areas. paved areas. or fencing and walk not Intended b receive A. Keep all erees d wort dean, neat end at a an fbhes. Keep all sdjserrht planting a t P• t gees der daring paving operation. debris nese"-ory to keep dw project site neat and all plant materials healthy and slurry mix. thriving. b. Warren and covers d b the effect that 100% 1.02 QUALITY Asilt7RANCE t Warranty tri R P�ht s. Remove from the piemlmes all is plus sabrtals, tools, equipment, rubbNh end debris d the arcs planted will be covered with specified planting after one growing C. Clean up and remove an delewilona mote rlds rd debt from the entire work A. Ruta aad Embll�ow pierfass i na wast and e materials winch we are h flail 19. Mow is w. when react 2 in' meow with so bare aeterdsrhee with latest mks and regulations d safety order d Division d ��8 from she wort a n0 express b the Developer. � �� �• arca prior b Plnal Aoerpta�hee b gibe satisfaction d One Gly laspector. Industrial Safety and all other applicshle laws and regulations of On City Of 20. hone damaged trees or dor Oat constitute hnhh or so" hazards at any time of C. Contractor shall sake a saeond or ddrd application of specified hydremoleit Rasecito Coco- ills, or ad county. wain, or federal jurisdiction. GRADING SPECIFICATIONS year r required. planting to bare areas not meeting specified coverage es determined by the City. Perforin replanting within one year of initial application and witldn s. eputiui>k d"d�: Any referethoe b da 'Standard Specifle-ft, ' or 1. Refer b Gerhard Specifications. 21. Guarantee: AD trees shall be guaranteed for one (1) year after Md weeptance. fifteen (I5) Calendar days d notification by City b replant. Contractor shall arena a all shrubs ground cover and lawn areas f« 180 da after •ASTM' sihr_8 ri�esh the eurtwas a IMest sditinss r daevithed bsivhr: gv P'a► days 2. Por die grading sea CM Engine es phrs. Mal acceptance. Contractor shall replace all materials not in a vigorous. thriving D. An delays in completion of planting operations which extends the planting conditions on notification the City's R _ taave. into more than one planting season shall extend the Warran Period •surd ' . Standard Speedlcselesr d the Slee d CaiYornela, lar r eD�'n P t ty ri bustnes and Tramrportstiow Agency. Department of Transportation, 3. Prior to submttting bbd, examine the die and The eonditkom thereof. Contractor Is correspondingly. 22. AN areas between , IndvMn boom soil be weed free. CALTRANS. �. rwperrtMe b provide viii « ressove cut K required,required, b provide Mich grades per Use 22. t woW Is t plans. E. Contractor stall not be bei respondfor faHures due to negket by City or :&MC - Assrkaw Society for Testing and Materials. 23. the only rwonvinei and legally approved herbicides In control weed growth. vandellsme during Warranty Pos . Report such conditions to City in wtitiag. 4. Prior in constioctlem, Contractor shaft verify all utility locations, existing drainage C. Coordisei.ot: M raspooMW for 1we proper Installation of all sib structures, street Improvements, and finish floor elevations. Notify the City 24. Continuolty monitor We irrigation systems to verify that they are functioning irproves".18 by oer tensa which ire all « n is paembedded. butt-te. Inspect« hswdtatety upon stir diw,e rks, and prior b rt.beginning woo proDedr r designed. Make program adjustments required by changing fleld PART 2 BtATERiALS �' ch obutir+d to or cowered over by the decomposed granite paving. Insure that cowditions. S. Contractor shah have o professional all tramit, and rod on she at all 2.01 SEED MiX: Assad b raoelwe hydresreded ground cower sag lhr? r deffneeed on Ara audh wort a complried y twee h ample tfrwc that progress d tee urork Is P� quality wiP� sot dolayed times during the coarse of grading and oonstrLtion until completlae. 25. Peeve sDr•yhtg oa windewo, building wills, by balatetng the throttle eontrab a Drawings. Oa emow coned valves and Iwo odjurt:nent strews on the sprinkler heads. Do act 1.03 )0111TTi CONDONS 6. AN spot slev-da and aomsotne we lodicated at the Mist enface (soil, top d wall. bit water atomize and drift. A. Q%( Ila 26. Moirraitarre: shalt be malritsh the eontrector for • d 180 1. Fresh• dean, new crop seed d the following vol ties stared h the A. 'R d Esjstbs:� b Rascals: See Seetioe 02950 - 7�esa. •grubs, Landeeapbtg lar ths'►� Vises and Qror-lown". 7. Ag Mish grades b planted areas shall be I' below adjacent paving surface unless days, maintenance period shall begin only after all work identified in the drawings proportions as shown on the Plano. noted otlherwise. and specifications Is completed and after a preretntenence inspection has been 1.01 St)S!fTTALs performed by the City's reprepentative. 2. Seed doff be mixed by doole . Furnish dealer's gnr"twd statement of S. Where want meet di vewsy or existing City sidewalk, the joint shall be flush each oonq+eeltlon, mixture and percentage d purity and gersrtmOom of each A. Iubedt Oa fbinwtig laws: way. Driveway grade shall prevail and want shall ramp at maximum 1% cross-slope 27. Keep an in of work clean, neat and orderly at all tlrea. Clean up and remove all variety to Lanbcapo Archttect/City Inspector. W shown. deleterious materials and debris from the entire work area to the satfsfacaon of the 1.05 FORAL ACCEP TAPOM City's Representative. 3. 0 m. S ! S See* 9. Compact dse top 6 Inched of exMtrtg subgrade to 9011 in paving areas-, where P.O. box 1273 Doeomal•esed granite paving will be weepw by Oa City upon satisfactory additional fill Is supp8ed is piarttlng ares, compedfW to i311. (805Carp) 684- 36 93 01) completion d an work. and h eooJwwtk+w with Flail Acceptance d an landscape 'Victor' paving 10. Grade awseoth ail planting dread after dolt preparation, and soil ruled In CITY tai condil"do has been con and soil has been thoroughly water settled in etch 1.01 SCOPE [ D� ctnr DESCRIPTION OF REVISION DATE /IPPR. a mariner that In Is riano standing water In any planting area. 2.02 OROAtY1C AMPNDMENTS PART 2 PIRODUCTi en A. agjg 4�tllfSimepti: Review the Geral Contract Condfdons and D1vMaa - I t. Landscape Contrsetor diall be espenatbk for removing off rocks 2- and greeter In One, General Requirements, wWch contain Information and requirements the A. Mulch: Gree -colored, fibrous, wood eeMabr match eontsiMnt no grew th CITY OF RANCHO C U C A M O N G A 2.01 GRANITE die from the surface at the conclusion of finsadin tions. Convector shall apply b this Sscaon. « germtnetion-inhlbiting facto... It shall be manufactured in such manner gr [ ober* legally dkpose of rode at so •dditkmal cow to Owner or Gry. dot after addition and agitation In durry tanks with fertilizer, seed, water and A b. Work Iwsluded: Provide hydresrokh ground cover planting, complete. as other approved additives, fibers in the material will become uniformly excluding h lch turf. asprnded b forum a hon+o : and Ota(. when hydrautkaDy sprayed P I F 1 12. hawIde all geode. for natural r..df of .mbr without low spot* or pockets. drown and a .pectfied, .heti g rdror•n � � SPE CATION S I• Accurately set flow rase at IN minim, gradient h turf. deb and and on the ground, the material will fora a blotter-like ground cover intprrgnated 8>'•d fro cover areas uWae odwrwke noted an Drawings. Contractor Is responsible for C. ar�a� Work m Omer Sectim The following llama d sweet* work are uniformly with acrd: and which. after application, will allow dw obsarptioa CONST R CT 1 O N/P L A N T I N G s ening that poW#w drainage exMs an silo. lie standing water shall be permitted. Included in other sections of these specifications: at moisture and allow rainfall to percolate to the undertytng sell. II. Item shad be b certify that labors and field .. 95.100 13. Ptr,,dt than be Booth. even and eft . urttfara enc .rad shall me" existing Grading smDD PreD•+•'a r �r +tet STANDARD PACIFIC t DI •30 30- SO paving surfaces evenly with so abrupt charges of surface. Slope uniformly between Irrigation their en System product has been worn pt!shed, and that It meets all d the fore e200 5 . Is given spot elevations.. An areshall be true b grade within I inch. Flaw line h Lawn. mhd Grammgo''°g r"uhemnenb. TRACT 13565 PHASES 5- 10 Sed Bgwivdemt 38 Mtntmua town 9ha11 not appear as awake but shall appear r incoriepicuous r possible. Trees. Shrubs, Vines and Ground Caves 2. Weight specifications of this sterid from snppflers, rd for all _ 2. CAssr"A . 14. Submit is witting all male or drairiogo conditions considered detrtmentsil to growth 1.02 QUALITY ASSURANCE applications, shall refer only to air dry weight d the fiber wwrtal. APPROVED BY DATE of plant materials. State condition and submit proposal and cost estimate for Absolute air dry weight Is based on the normal standar* d the CITY ENGINEER R.C.E.24953 Sim an PKVMJNldu eor � nectlng condition. A. 1�irAb d Re0Ia1Ofv Anda: nCertlfice d impaction required by Technical Association of the Pulp and Paper Industry f« wood f law for tra+nrportstlon shall scoc"pany invoke for shipment of seeds. Pile cellulose and is considered equivalent to ION mobture. Each package DESIGN RE O ENDED 3/8 98-100 copies d eet•tifkatre with Landscape Architect after acceptance of material. of the cellulase fiber shall be worked by the manufacturer to show the A I o0 0 - 25 Inspection by Federal or State Oovernments,or City Inspector at place of air dry weight content_ .200 0 - IS growth does not preclude rejection of plants at project site. a. ARLJWQj=: Totally organic substance, supp! to powder from cad at DRAWN 3. CdK: Tr or buff as epproo by City Inspector. Apply standards for plant sdtt Is as deserlbed In the least 901E of whkdt Is 92% pure mucilaid derived from ground plantago outs following: irouleris husks. Stabilizer shall be water-soluble, won-toxic hydrophWc and 5 OF 21 Qv wry,on b Ashall not inhibit instlon. CHECKED DRAWING NO. ppj)g: us Track Fines' by PrisonPrisonaary, prison. CA 95107: I. Horne m - Latest edition, Valley Horetorivm, Cornell udwerdty. a*� Tei. (401) 335-4934. or accepted equal. PROJECT SHEET#96 OF //- S.C.E. SAN l ,PHASES 5- 1 CONTROLLER - A Vol SYSTEMS OPERATIONAL CAPABILITIES BASED ON el PER WEAK WITHINp HOURS PER DAY HOURS PER WEEK STA. TYPE OF GALLOIt TYPE OF PRECIP. OPERATION rte', • a N0. PLANTING PER MIN. SYSTEM PER HOUR TIME/WK. I LAkl-� r Lai} ROJEC ONE 0 ) CALSENSE 1100- 32 - �325TATION 2 I I I AREA L.>a q C, G S RINK D U � � 1 /QUTON►ATI P LEtz CONTROLI.EIZ � MO NTI:D WITHIN A MEYERS MEU&-I-M , COM51 NAT10H 3 Lal�lhl 1 C, 5 l � l ELECT°RI G MErFF, AND CONTROL LEZ VANDAL 4 .Ci. � G ` f 5 ST kT E CL 0 V- 120 VOL ?0WF_Z SUPP� f RE I A N SU � T" Y 5 Cat G �.•O t 1, N lal FOiz NOCK-UP OF AUTOMATIC CONTROLLEt2 5F4ALL. 1 BE THE RESPON5161 LITY of 1� CONrRACTaZ. 6 a) P(AC,T LOCATION TO BE DETERMINED IN THE 7 game, &0 C,-el. 2.o I � FIELD by LANDSCAPECN)TECr PND CITY OF a G•�. 2. 0 l I lam RANCHO CU CAMONI,Q A UTN 621 Z{;D REPI�SE-/�I>-�.TI VE. ` . O .� 9 µamp, 1p0 • I0 Git-W�►p� loo G g 2-D 15 c WW1 J VMTI CAL 0851RUcf I ONS CF 1 R-E NYbRAN1 S, 11 �F-laL1 Loa G GJ. 2•a l � S=td r L 161 fT�, TkEES ETC..) I N-T W E.E W I TII 2 g. l•S ; I I G 2.0 'jf•fE SPRAY pAT'fEP-N OF '(FIE SPR�NKLErz NE}�DS SO , . .. AS TO PZEVEt r PEOPEV- C0YFrzAGF TF1: 13 ' IHp JB Coo G.GJ . 2 •O IW-1 6ATlON CANT�CTtaz..Sf W.� F1 ELP APJU6T- TffE 24TH SP>zl lyW.� sy5Tr* BY 1N 5TA �I r , A c�)AWe 2. 14 1� pO G 1ZCl-E O2 M F G KLLF- SPRf N Kutiz N�.1►D ON F V-H 15 E G IoN 5 A5 To 'PEOVIPE sID of -trf� cBsT� T o TwoPEt2• CO�r�I:. � ApjUi rnl�s S(A4- 15E I6 MAt� Per NO A IT10NAL COS`( ro THA= OWNSz. 17 1 ��ow sENSorZ NorT KEY MAP ' CT I C, �P, Ias Cas�niSE MooEL „�„sttW�ts�/Nsr.+r�/N-rarer, oNE D17 ' NOR►H 19 Cl) YO/Z WAIS McTM A5 PM NOTES, watt •vo” 20 D14M�50f 5eysa2-s/zEp y/oE uPsro6IM of FLAW III„Q SM7 53 .4/yp -lo-D1^AjeF �S of sfjVSg2-s/tEv t'�pE F(, pr�cyN5nzzun Ce/PC s2Eo 'tSRw G�rV SH1/5A2 S/Z.6)• 11 11 21 FLOW 5aV:! ,oeS SHALL sE/NSri{L[EO M�/v/M✓M -rrw Cio) AUTOM ATI C CONTROLLER A 22 SM50tz-S/ze-P o/�+�s c/p57n',M ore oofvNsJr4 ff)cz0'* D7 � , ' ��► AV y 1/,+•L VC, r-1 rr/NC-,nvE� Q-644Ef-10w P'-v/cE, wrrzEs s• � 32 STATIONS 23 FiW,*f1-OW 56W_<0 c. TD CoN7�U� 5#41. - CGYVs/ST of 0Na W Cr) 8001 AAV ANE(i) rEP sTAVZ"APf#14 /2,0-16,97101 \ O PENDENT 115V 60CYC/2 AMP ELECTRIC CIRCUIT 24 ✓/FL- W/RFS. F[okiSaSoIeSS,�ffC[ SE hbD/Nri ✓�+L✓E I \/ S C BE� INDEPENDENT / G TO BE PROVIDED BY DEVELOPER 25 13o'C A5 f'�K /lLfJl�+9T1oN��!o7E CCWT-/LEX_Vfl[,I/ES sPEc✓f/Eo -�• r'` \ 11 /L C�L`N1E cw pEfl Aev'v'w�o t=s. Flow sev-50' s A A� • ' EXACT LOCATION TO BE DETERMINED IN THE FIELD 26 F 4I RJaY MVR 4V h�o�f Cik. vSE cOrA7 •}T�o7SCae7E 1 . 27 r pEL 1vb&IL, STE, s cARz-504v c,4 92ooq. MEMS Y Arc- al 1 Q 28 D16 le 50 FT ELECTRICAL SERVICE M ELECTRICAL METER J to 31 D8 • I N At •r• TO BE PROVIDED BY DEVELOPER �� . � 32 2 � r �U � P ��,e � I � 0 35 r W J�r N -0''e A 10 tNORTH 36 �2� \ � �+ 1r scfv.E I =�I•o MAX. TOTAL n W 1 G.P.M. /,� ,{� N LDD C/ �' TIME �I. D 15 Z i Q DENOTES R= ROTOR C.S.=CONV.SYSTEM 2 ��� ; /� \ �` cr) .1 �'� 1i PO.C. WATER METER SIZE i i/2 e = BueBL�R2 , Ds SYSTEM I ll •ti / _ R ELEVATION 1520 11 J _ r . ELEv r i, STATIC PRESSURE 150 PSI• REGULATED PRESSURE 80 P.S! (DELIVERY PRESSURE) BACKFLOW UNIT SIZE II/2" TYPE R.P MAX. IRR. DEMAND 60 GPM / SYSTEM DESIGN FOR 60 GPM , 80 PS.I. DATA50U9CE:C.C.W.Q. 24 TH. _ I i _ STREET I l � I ,/ �O GENERAL NOTES i U O 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY D14 1 Q° d `I / _A�� EOUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARrTY ONLY.) NO T� . 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE -rHls VESI&N J5 VdA&P-AMMATIC• �q ,II � ` �� � � / A9 WRIi SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. 4 E S AI_LL PIFIN&/ VAI -5, �rG. SHOWN t, D 10 1 j ► I� T / pf4VED RAMPED AtZEA�S IS /�� 1� p S. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 9 WITHIN ! 2 t / / N 4. WHERE PRESSURE REGULATING VALVES ARE USED VALVES ARE TO LAfZI'FICA• ON O N L`� AND D i 3 � _�,� ,��I ► I i r� .Z t=OIZ DE51 hN C P � '� / CONTROLLER.�_ BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. SHALL SE INS'rALI-�D IN PLANTIN(� �a J¢� 2 ` i, 'I '�i �I / SM(WS 4KIAIII IAl CAtAK0(1 S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD. AAs wf+ENEYt;fz F'o5s1r3L�. 1 �� � � 11 � I� t�sCo o+� ..rRccw. KR ,IrccK Mnwr D I I 4 / i a►� ,II ► 1 wNOItRS �Ef "y, — I1011lcs KR WEEK WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONfTROL VALVES. y r 7•�' ' 1 ' Z - �" r del/ tiq true or t(rrt r near. ortuttlrr D 12 I - - ���� j �� �fl e I TL Mti�, / �[�P pE, EUKfwG• s"Itm Kt Moto W 6. AREAS THAT NEED TO BE DEFlNED IN ORDER TO DETERMINE EXACT LOCATION OF SPNKLR HOS ARE THE RESPONSIBILITY OF THE INSTALLING s I CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. 2 r" ,—N ► , �i �� 2 21 {21 ► �'I`��I r "I + / 3 �. 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ' ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. Tj �j1tl �• NO SITE REVIEWS ARE TO BE CONDUCTED WM40l THESE DRAWINGS. I ' "1 I I ..I�" E /•-� til 1 1 1 ► �I �W. i r/ IL S. AREAS RECEIVING AN IRRIGATION SYSTEMA SHALL BE REVIEWED AND N 1 t h'• VERIFIED BY THE INSTALL14G CONTRACTOR FOR ACCURACY OF SIZE Uwj2�' l�a� w♦1 ��•� �_ ' fs bG AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD �'V `� - V '' G k PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT mull IE •� I TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO }_ � . 'rte. rr . ,; _ - I I 0O SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST. M. �� r! .I , . z6 � Opp Q' •t�— `� u , -j.A�_ I MENTS REQUIRED. ,< ,L A g R r 33 .c>. A 56 U16dow � . , o u �3dow • �� II %4� GG 4 • DESCRIPTION OF REVISION DATE uT. �' � I I �. o (.a a►s pert W � *41 � rNt s sir >a CITY OF RANCHO CUCAMONGA AND T7Q, i 3565 Ph. i - 7 Q.M.D. :I �� v9 s. , J �E I � _ � �c ANs GOrc 'c " coN rRoLL.E� >a s,�a.�8, s. L � -� , , A7 syST�M, 3 IRRIGATION PLAN 34 A6 5EE 5H?_ET I FSR IKKI&ATIOW >E ?, STANDARD PACIFIC 1,2 1..>�.G�N D P�N>7 gra 5 ►t a9 ••1 's'l; s !-T 10 Folz Q .,r LAI ; TRACT 13565 PHASES 5- 10 1 KMI CATION �r_CI Fir AT10NS � APPROVED BY DATE. ��/ �=1 +, - -- - OtC.E NIS. 9 6� as 0' 20' 40' 80' CITY ENGINEER 2q�53 U r% DESIGN \� II 0 E!e D Lp >b 4 )K DN�wM NANCY R. I'AI,MLR, A.S.L.A. >�ttET NORTH _ 1 PLANNING•LANDSCAPE ARCHiTECTURP 1 w • J ` 1 aL„/.11• � 1Md �� :NECKED OA�aFI Q 1+O 17101 Cettwright R"d.Suite C- It,ine.CA 92714 (714)474 1400 ONE (l) CAL5i5NSE 9100-32 - 3Z 5tA7701Y Au7a/)a9/1C _VzlNCL CO/Y79OLLr-lG "D� MarN7�D AUTOMATIC CONTROLLER " D " ME YElZS MEtI G-I M CDAi.51M71UN ! �P ELECrfLAC M,<'lL�'L 4yo CONT2oGL VigNOhL I I SAN _STATIONS : ►— rr�5/57A/rI EN�Lo5v2E• /2o vOLTPOW£�c.SuP/Ly INDEPENDENT i15V160CYG2 AMP ELECTRIC dRCUT TO � � � PHASES 5- 1 SEVAnvE FCP NOCL-UP OF o%OAIern C A1MDLG� SMLL BE PROVIDED BY �— % 8E TfiE ILC-SPoNSrB/Lil3' of 7NE r-0Y7 9cTV&- DEVELOPER �- WASH �W7- LOCAPON 1D RIF PE�i2l"1AA50 !/V 171E EXACT LOCATION TO BE DETERMINED IN THE FIELD. � --• �' �D���-�I 1 F/ew OY v 1140.5 06 �l l�cr wv Ciry � ,�- 1?,9N WMA V�r4L 005MO C770Ns (�l,e�H yo44Yrs, R O J E C T S7k1'L/Ca✓>`T� TX�ES, E?C) //v2FE1 W?7f ELECT.SERVICE TO ELECT. METER ,"�I 1� ?I SP/2nY pmr�eiv OF 7� SPie-IIV4C 2 H741-557 5 TO BE PROVIDED BY DEVELOPER !a� / ' , AREA . S09S?U P1LEvEJYT ffizoPE/d_COvER/1�. ��--- �'• '` Thi SP�1v,�L£�SYST� !�Y//YSrALIu� f1 4'u� ';'� .�• �, �� � D4 s/> OF � ossrQv�/cw s0 45 ro F�wv/AE Paves cove qL.� ,4,oJvsrMFv�skfc� p c MADe 4r ND ffDDl77oN� cOSr rD rlt>� �-- �� D26 a owN cTY�c�9L,) D 2 5 D 3 7 12 2 j,9_4 LIM OF WORK + ' 2 12 �► I. ,G� I-V2 BACKFLOW �� • •� �••• •• 1 >ti q I it PREVENTION IT IPF ORK '� II +�' n �' I- 1 21 ,�-- �--I 1 1t' •'o.. MIT G� WINTER METER N4. I �- - -1 • �, • •� •� •� I� J'• " i•�'F� t 4*1 1fi 1 r1 I - 1�• L' OF wQ ASSEMBLY 1 11 I I I I I 2 I I I I I 1 �I f d I • �{ _ -- J , , _ �1 7 ' , I 'll n 111 s� ` I , II I I I II I ���Y - y-r - _ _ _.e _ ► ' ► , I I 7n ! I ! - - -- - --- - u .. - --- ..-- I -1 I _ I I �2 ► , I w I I ► - a _ _ __ - �V=v=cr.+ � Q=v� ��=c -r v - 12 t �•0$0 - - _ . !� A� yy v _ . �I,T L a1 'Ii P A-PttiA• 1-/P1 _.�. ._' 1 7 1 �� • • t �.�- .- •- "'"`• _mss rf--rf 1L n—frn� n�r Tv=V=v=LT=� Tr=L>=LT�,� ti--V-V-- n-n�,�r-rn-rail �Iln � ,I - nl� T14 ' �U ; r CI9 n � � -�� ► 1 II r,� �-n �rrr-r�--rr-n- z I -t--y�- WATER METER SIZE SERVICE LINE SIZE W 1 ` S� �''' ✓`� ' �' � i ' , I I ` A 13 1 SII �� _ . I ELEVATION 1595_ ZONE HC3L _ HIGH LOW W ' !�� 1 I ` (?�(j �EVe I �-�_ - I" • 2� ¢� STATIC PRESSURE �� PS-1. HIGH _ LOW KEY MAP `� SAN 1 , � NE � K R�: d REGULATED PRESSURE 80 PSI` � ,� S (DELIVERY hRESSU�) NOF t H W — � ;,I .r ' +. M � i �� >►� I� r+ lu - -I' .r-+, , � rT �t' 9Lf �L" I110 n ' ��<-�;?=� n q / r� 1 1 BACKFLOW UNIT SIZE 1112" TYPE q MAX IRR. DEMAND-60-GPM YR/WATER USE AC/FT \f " 1" E' ¢ a �)° ti ' �` SYSTEM DESIGN FOR 60 GPM 80 W `� - --�-*""' qw a 'n v _ + ADDITIONAL B STER PRESSURE PSI PSI Z �. 1t �— �" " ` T— G F� i3 A F>g 8$`8 8 8 9 8 E3 £j f3 f} 3 8 �$ $ 8 9 f3 t� $ �8 $$ $ '*� $�� v J e 4;1a a a . a a $ a a 8��-e a �-•r.�� a -G1 a e �} nI Q e $ 8 E3 DATA spu eCE� - . fl �`4_G G.w O cARl.oS IM Es I 2 _ r a_� G' O - _ ...........'__ _ aaaft ,!? g 3 /L PROVIDE LCOMMON h CONTROL WIRE FROM CONTROLLER Q r e_g �_ TO THIS POINT. FOR FUTURE USE: WIRES ARE TO BE IN- SAN N- LIMIT OF WORK VA!N� ft-ft aa� STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS h � A 1 V POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. - I o0 - >• Loc,4T/o!✓ oP Thi 6.+7� Vr�LvE s7UA3ovT Smi-L �./ wgSH U n�A�x� �y sro��� ,t syT�%qN�E /�To r SEE SHEET —°�_ FOR IRRIGATION LEGEND � u! F.t�E of rr� culeri. D2 AND DETAILS e S SHEET FOR IRRIGATION _ ON / \ D 19 A� I-V2�'WATER METER SPECIFICATIONS li - I1(LI PROVIDED BY DEVELOPER D20 FLOW S�NSOI�.NoT� ll' '4LSENsE MG?�EL "FM" S{`q/-L gE /�rSrALLED/N-UNE, aNE C!) �/L WATE2 ME7�, ,fS p�H07�5, W1 71V "!0 r P/AAtEy2S �. QI:SLrT/SQQ-5/Z Efl P/P,G UPSTX64en OF Alow 56vs 0/a f1ND � 5C -5/z E0 P/� DOWNSTrer-4�Y1 'I2� � \ �• t (F/PE S/ZE�IIS y�FLOW SE7YS DSL S/z.E)- FL-oW 112 1(;► ` 4 ` SENSo2s SHALL 8E 1ivsrAu�� lLt/N/M(/M TFC Cion d �a D 24 D5 .Crr50tZ-s/Z� Z214 1>:1�TLS UP577>'EhM 6r DO1•N57MEt1M P- E A2 0*WFI-OW L�✓IC4 ' D23 D 6 (I 2 2 � FCOK15�50P-is Colt r120U W_ s�y.4ll colvsr5T- ' .� , C)p %rE C,) BLA<:4 9Nv o/yc-C/� tz�D sr,*y c4)z0 #/p D 18 I (L /11J1/6,1770N V41-v� WiR��. FLo W SElvSo2s 5'f75.9LL [3E Iq ` 45 ��//4w&197101v TzE/If0 � �11 W HOUs� !N �4 I/.rLvE Box �2 SII LIMIT W Q T- CONT720L-Vit Lvr55 SP�UF/C 7 O/�P�AIYS A/v t7�9 y \ N K > "Fs \d/ t• ',r �\ ` I+ 1� DLL .7 1 R 7\ �_ —� I ! I �• i ! CONTROLLER__� ► o i1lueRAy �,� �sEiysE � ,� zo7s aq ` 1`� QR{� i , `3 1 , I i _{► 1 ► —I I 1 , I , 1 1/ i I II m DSL i1lb�AC, S?E�T, G92LSSR0 CA 92c�9 Pr7t7�/EC6/4�'�38--06 5 SYSTEMS OPERATIONAL CAPABILITIES ° �y2 ,I ►' • ; � q I - ='v%- = - -�.— _� BASED ON '7 _PRECIP. PER WEEK WITHIN L ; `' • n n-��'���'�'�' ?A �'-'�' GENERAL NOTES ��bb �'--� l,�• LL1 HOURS PER AY t�,49 �`►! i y � �..� = "�� 1, �,�,--•r-- �-r,-�n�ni� IIY 1 rnl l�Tl r� , ,'�i��' ��,�1-�e-,�-,R���,n�••.-� D HOURS PER WEEK - �lel �i 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY STA TYPE OF GALLONS TYPE OF PRECIP. OPERATION 'b I �+ n a� 1 _ - -� INSIDE�• �a• S E VA'� A 12 � , EQUIPMENT I SDE PLANTING AREAS WHEREVER POSSIBLE. ((TENS 1 1 1 III�(I W SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) NO. PLANTING PER WIN. SYSTEM PER HOAR TIME WK. I h : t 101 1 i 1 all 1 �i - ` 1 3j , 1�2h '��° 2a 2a • f f ISI r n W 2 ALL EQU{PMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE } /.1r I� r ►! ( 'C c2 D21 13- a - --a �;-.�--�-- W WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. - 3 _Z 4 G o� O O I I -a/ eat '�, - �'-�e a e e e g {' a a a-a a a-�. '6; © c, c� g a g ^Ih1 _ 1'J & FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET ND. 9 ' �.�- osaI ++ 6 V t 5 `� G� \ � --�� � g u��,�i� $" e t3 � a © " U 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO •O 1,� �M \ '► 1���_g a _ _ _ BE ADJUSTED FOR OPTIMUM PRESSURE OR AS NOTED ON DRAWING. 7 5 G ' �� tl �� q \ ati�. '�� � - $ 0-� s r�� _ Q S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS.WALKS,AND ROAD- e ""Ci tij 11 8 WAYS BY INDIV�UALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES 9 G d 1.S I �,� �1"I �� E WAS H & AREAS THAT NEED TO BE DEFINM W ORDER TO DETERMINE EXACT 10 < "' + - 0 Zr �� S E VA IN LOCATION OF SPNIaR HDS ARE THE RESPONSIBILITY OF THE INSTALLING Ci g 2 ( 5 lu y �� s \o Qv �I G� CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALL/TION. � G � n ° ►•5 �, �- � t - LIMN G g Z I, Q „ 0� 4 \ �� IQ 7. AS BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT 13 G �I� N \� ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS, ' Q Ig S ✓ € Q NO SITE REVIEWS ARE TO BE CONDUCTED WTTHOLfT THESE DRAWINGS. 14 Ci.g t• �. i -a 1 S NSA 3 `6= A 1 1 & AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND o;Z G•g �' \� 43" s- iVERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACYOF SIZE 16 G•p�• i IIIe a -Z\ R III�II 1 PRESSURE CALCV ATICNS AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD 17 G g 1 N i 'tom ¢I PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT I8 �- 9" 1 TO THE OWNERS ATTENTION BEFORE INSTALLATION. BY FAILING TO STATI- PRESSURE M 1G4 LOW C•g• (• (• � •`� DO SO THE CONTRACTOR MAY BE RESPONSIBLE R t FO ANY ADJUST- 19 ! 1 MENTS REQUIRED. SOURCE OF NFOFNAT!ON / 1 20 PhONE NU'4SER '1'4 GATE OFIN:C9VATION I ' q3 �.g. 2• o l•5 Q f}DD�D Mj'VD �/WP/�E1-INKS 9Np 7z�Q'TS z d�� NATER METER f ZE c.s. 2.0 1. N G L .;;a� S' r�� ��� 23 ��� G'� �'� � _ flE':A-IoN ,�y DESCRIPTION OF REVISION o/►t[ CITY 25 G.�. 1.P� MAXAEMO-E CGNTROL VALvE_�? - SIZE 26 G.ai. 1• � � •CJ� ELEVATION ►•AND � GPb1. o CITY OF RANCHO CUCAMONGA 27 ^ •pf • p 1• + PR:M:PE�R C V. P.S.I. V7 C� COT SIZE IT`M 's` IRRIGATION PLAN ��� NAT EF ME TER t 2 28 GL/N./ G•g 1•� A10 a• rig R.P. EACKFLC�'CEVICE ID'0 2! /. Ty/S PES/GLV /5 D/il 624 MMAT/C. �4LL_ iP/P/N6, fig G.TE L'A:vE /t'r��� C� /�� rhVIV 412Z �0 �h'� 2 MASTER VAI W 1.5 G STANDARD PACIFIC �E14S /S/�QZ. �SIrn1�/L�IF��T�O/V�G/YL )� I T- PRE55 REG. ' SCAIGO(• D 31 SryryH�•A� LGL B� /IYsTAL.I�d /N P[.�/,eT/Nb flre�A-S J�t/f�yEt•E>� -1-- - 32 /-v55/�L�, itGll MA'4 LINE LOSS (EMOTE CCN'AOL VA-VE TRACT 13565 PHASES 5- 10 13 LATERAL LINE 1�.0 FI-'!NGS LOSS ,C 4) �--401 '•. 34 2 . 4L-L- Vft•LV�S W/TH/N M.W,IJ, fZ10HT- OF-W,4y ELEVAT�oNcl-�N�E �'L•1_ �"I`• APPROVEDBY DATE: 35 SHALL >3e LOCf17Q fir L�.4sT orvE �cx�- ovTs/oE TOTAL SVSTEM LOSSESwaw; 36 T-f!� F_D&E Or- peOPO I� J�i9I/Et> /9 SSS w/4 k"5. PRESSURERECUirFCATMEAD: _ CITY ENGINEER RC.E 10. 24951 T NAIL, O ✓ �� TOTAL Q I TOTAL PRESSURE REOU!RBLE: Of ZO' 40' SO' O_.-. 1,19 G.P.M. n OTA 1 -' �/f S.TATcFRESSc�EAVArL9LE: 1�.0 - - - - -- �_- .` � 17, �-t' Y� REG PRESSURE AVAILABLE jPRE SET): - 5� RES'OURLNATEFCRE55',;RE; , �R�r1'N NANCY R. PALMI?R, A.S.1,.A., .\ SI!IT CITY RESIDUAL NATER PLANNING LANDSCAPE ARCHITECTURI 1 i 1Z o or Xr DENOTES = ROTOR C.S. = CONV. SYSTEM PREssuRE REovfsTEo: ,szc PSI NORTH � P = YUBBl�RS, D = DRIP SYSIEW - :HECKED OnAWING pto 17901 Cartwright Rood,Suite C Irvine. CA 92714 (714)474-1400 GENERAL NOTES , WA-rg Z /,4EI-c-Pe Na 4 <Exisr�r�G) 1. INSTALL ALL PRESSURE AM NON--PRESSURE L NVES AND AfVY ` r --—, S v g L/Ne 57x5 2/z EQUIPMENT NSI17E PLANTNG AREAS W> F RE VE R E u wq?,52M15rM51ZE /r2 lc LIMIT OF WORK LIMIT OF WORK SHOWN OIRSJ>nE SL"AREAS FOR PUFLPS Of CARfTY ONIY) • FL,6Va-noN /545- ZoN9/947 5"r 7AC w!;5v�eE t 3/.20 L ALL EOLAPMENT SHALL BE SELECTED AND N STALLED N TWX , t2gGOlA CD�uy� p/eEss U2E 93 Ps/ C 15 � PHASES 5- �� ���W Ifs/Z� ��2- T�� )0.P CR E S C E NTA WA WITH S'PfCS.ANDDETAlL�.��s►�EETNO, g � )o. � ;�- Y I /�4X•/,ee D Ah7� S 9 G.P.D7. �. / ll 1 11 !. POR SYt�OI DESK RATION,SEE LE "MCN SPIFFY 9 -� SYS7E.t/ DES/hN FD/L 57 G././/1 Qs P /. N I --- 4. WHERE PRESSt WT REGLAATNG VALVES ARE USED,VALVES ARE TO I �+ � (M � �� I � rl ■ � BE I1DJU,S TED FOR OF'TMIlr!PFtF;cMURE,OA IIS►NOTED ON DRA"Jil C12 _ r - - - .. O S. AWT ALL To A1lOD SPRAY ONTO BLDGS,WALKS.AND 111001113- I R�4F C r J WAYS BY fE"J11DUl1l_LY ADJUSTVI *SPI�R HDS AAD CONTROL VALVE$, S ysTEni DE5/Caw.045E-7P GW 90 P_S./. Us/1rC 7/ G.P./h. 1 � � w.D. P/w � St1 _ i AREA I Uj C C14 II II m 6, AREAS THAT NEED TO BE DEFT M N R T DFTERI tE EXACT 3 __ _ARE_ oRr o CT Q r ✓ `�I2a ��,� (�M ,� I r W LOCATION ROGToa OF To E THEY ARE DE RESPOW-J9111L]ITY OF THE PRIOR 1NSTA1 LAINST _ LM ► , ' I yJr -SSveE DgTA W�45 G>aj�3fNEnD�rI Cli�AmoNGft i 9G /�W.D, P/PE o I W- ` ` 1 CD IJNTy w�7 T26 M_16,-Jr Y !I/U,ee y fU/VTLS c�5/ �• r I - .� �� CENrE/zL/NE / • 7. AS-BMT DRAWNGS AND SPECS.SWILL BE Mill rA"FD ON SITE AT F i i �✓�osEr�iv�.v � /5 C7i4)997 ,2s9i _ �I 6 ALL TIMES. AS-BL"LT DRAYVINGS SI-MI W UPDATED DAt.Y BASS$. ! , , I•� iI -o I V Ttf�s/ FD ISI .�- NO SITE REVIEWS ARE TO BE DONDUC'TED WITHOUT THESE DRAWW3& G�v'r�4•ofa / h�' \ I �. S F�/ N l21►� Y n i Td '/ ff'Tib ,C32E O i 2E '`� /i i I /Nsr/���r>uv. /G t�47fl Vi4/e/ESr�am�/ (/JOLT S /NfOr� ; I IW � AREAS RECIF"41'AN IRRIGATION SYSTEM SHALL BE REVIEWED AND )'0 00 4CrU/L SO /5 TaN Y txrNEC FGyc /NSjlLucj7p�y5. Fh/LUQE I '�`T VERIFIED BY THE INSTALING CONTRACTOR FOR ACCURACY OF SRF jDD Gc�lJL1� J SU(-r!N CAVT�9CTDC g�ING I S,PCY /C3 �p I ■ ? ANDCONFIGURATION. IF DISCREPANCIES ARE FOUNDTFNTWOLXO ,-ohe C--4141V6E5 j71,4rmi(ayT OCC VAL • OIL, ■ PROVE DETRIMENTAL TO FNAL COVE RAGE THS SKA L.BE BROt)GHT - M.W.D ' 1T� Q /1 -fin Ii t -- ., � .^� • TOTHE OWNER'S ATTEMION BEFORE IKSTALLATION. BY FAZING TO AUROMA vM�1��1� C ,^�/ I2 C Puru,�E Al.w.o. yi P� 2, "+ ill ��JI DO SO.THE CONTRACTOR A�IAY BE RESPONSIt31 E FOR ANY AD.II IST. - i I I - �US�"!NU - '', /NDEPEND�!•r//SV�(o4CY'G�2 MfP -- — — — — l MEKTS REQUIRED. t T/fETc{eF//Z2/GAT1C,✓Y SYS? '!/5 P5!5//a"/E0 j0,}"A1rI100AM A Wf1Trir-1A6 F�-r-p ✓ +F`C E�vs7> s Loc�7�oN Q� W �p1 , r r n -o ?, 'i j I I �' ✓ or/ 1%956V 0/v 9 M/N.or- 3"/W4515� 9/G6IE?V!36r&)£��/ 9 pill ■ i4ND S:O o 4.n., DAYS Pt5�12-WCr1-ONLY' ONS VA-L-IE P25&- ........... 25iZ � _ I40LI '� ■ .CUv1��a1.t-En-SHn.t- - ® _ DJ2/P EM/TTE/Z SCt1EDUtE , w a ''i� �! 1 GAL. SHRUB 1 EMITTER OUTLET PER SHRUB IMAP I -� o KEY a . W D. ,�/- V .. � lr..•t+• .aw. rri � —_ "wt"woi saw 3 SHRUBS PER SALCO PC6 2 EMITTER i • -CAP 3 REMAINING PORTS FOR FUTURE NORTH 5 GAL. SHRUB -2 EMITTER OUTLETS PER SHRUB -2 SHRUBS PER SALCO PC6-2 EMITTER 44 LIM11 OF WUHK 43 42 41 I -CAP 2 REMAINING PORTS FOR FUTURE 1549.0 15495 C29 15��, 51.1 15525 ® 15 GAL. TREE -4 EMITTER OUTLETS PER TREE - y - 1 TREE PER 2 SALCO PC6-2 EMITTERS I -CAP 4 REMAINING PORTS PER EACH EMITTER FOR FUTURE N J .C. 1ST 2 Q 9 PO EX WATER 24" BOX TREE -6 EMITTER OUTLETS PER TREE SHEET T FOR OR IRRI � CONTR,Ot.LE1</VALV� SEQVi'NGE �� / �. a`� 1/ALVES W/TH/N M w.n. ® IRRIGATION LEGEND OUTLET - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS 9 WIRES C S C e1&W7_-0F-W,,4Y 5H,41-1- 9,E LOG4TrD -CAP 3 REMAINING PORTS PER EACH EMITTER AND DETAILS b PWMCTN CONTROL VALVE ANP I-ILTM Sita +r Lfi/f 5r ome Foor OUTSIDE r&E FOR FUTURE. �pc�E OF TyE 4CGe55 WAY" � � 1 GAL. & 5 GAL. - 1 EMITTER OUTLET PER 1 GAL. SHRUB:3�► �►+- SH"B's PGIzIE►�"wo- SEE SHEET 10 FOR IRRIGATION C A E C 1"L.U"IIo MOGR (etrm) - 2 EMITTER OUTLET PER 5 GAL SHRUB:2-6&AL•54l4MUPSrGVrSm►rlVlz -2 SHRUB PER SALCO PC6-2 EMITTER SPECIFICATIONS D 9 D idALLb 03 PUTt. I4WK (&.R 0) � PC6-2 -CAP 3 REMAINING PORTS FOR FUTURE SALCO EMITTER ON 1/2" x 12" MARLEX DBL. ST. r QUANTITY of tru rtlnVr"saw EMItTT[1Rs % wuMs•w- ELBOWS RISER PER DETAIL 13, SHT. 9 SEE SHEET 6 FOR C CONTROLLER CHART LIMIT OF WORK N� c� S°T� ���� VAI-VE . TOTA1 LIMIT OF WORK LIMIT OF WORK �L�4 (:27 . G26 1q. ,I C_24 WAY C 19 C23 104 - ►► � l CRESCENTA ,.1 I t I' ' jI l2u lit _ I 14 I 1 C211 .s ■ I�r j mar �nJl _ ��j�i --- - II � ��, i � {. � � III W ■ , 0 fA ® I t s I M•W.p. ®-I } —© M w Q. 91W 4 -- I d I C 16 tr C25 �� C I8 l�. s ��� C22 �� C C20 I _ l�h!' Q C 17 t/ 11J r o q 11 a I OP o �, h�I _ Off/, T �0 � " M .rte. 2A u �■ J — W n�Q it �.-o a. o o ` I I _ ilQII r � icy' Cy w I� urine M.w n. 11 P/P- I 4 ;� I Fun/pC M,w.T>. P/per 1 2 I � � b , °� i I 1��,� I 2� IkliLl It2� T IT I O dwwsww� to M.W.l�. TZ/✓✓ UMI i tit W011K L1fvl� r, Ot WOHK LIMI1 OF WORK 1/2" PVC Flush Ball Valve 1 EMITTER OUTLET PER SHRUB (WMP-75) one 1/2' x 36' Dia. 3 SHRUBS PER SALCO PC6-2 EMITTER Algae resistant pvc flex hose - CAP 3 REMAINING PORTS FOR FUTURE Pigtailed. Install concrete flush box. 1/8' Distribution tube Salco CT- STATIC PRESSURE HIGH—LOW r 125 placed under 4• shredded I� . 01 ELEVATION 1847 mulch. Salco tubing stake (DT- 20-400). At end of each tube SOURCE OF INFORMATION CUCAMAVGA COUNTY WATER DIS1RICt emitter outlet check valve cap 1 -,14. � I3� PHONE NUMBER (714)987-2591 (Salco EOCV-125). � � � (��� pi L1.1 �'�' 1.4 F?-)L'Z, DATE OF INFORMATION I 19 90 f' —� v-- �1 ' Q•�j. ,. � T S! � WATER METER Oi 4 SIZE: / 1 Salco PC1 -2 multi-outlet emitter. 1 �i�lYl"� G'� H.G.L. 1847 ELEVATION 1544 ' 303� x .433=131 C)l I- .20 DESCRIPTI►OK OF REVISION I►ATt REMOTE CONTROL VALVE C 20 SIZE I- 2" Nonny J MAXIMUM DEMAND 36 G.P.M. m -ru� ►� - o . CITY CSF RANCHO CUCAIk,,-*,0N0,iTA ELEVATION 1544 G PRESSURE AT R.C.V. P.S.I. � 01*1A 1 � 2"SIZE ITEM P.S.I. J x, i 1-1WATERMETEn 2_7 '- IRRIGATION PLAN I � - R.P.BACKFLOW DEVICE 8.0 1 ► / — / 2 GATE 1ALVE Iso rr \ / i � � 3 1f✓ � 2 2 �� MASTER VALVE 1.8STANDARD PACIFIC I-I/2 PRESS. REG. M_ 4-22 - 91- J � ' 2'� MAIN LINE LOSS(984 ,x.35 //-311-95 _ ,- TRACT 13565 PHASES 5- 10 I 2 REMOTE CONTROL 1ALVE 2.5 r 1 EMITTER OUTLET PER 1 GAL. SHRUB!I! .,. '! LATERAL LINE 4_0 - - 2 EMITTER OUTLET PER 5 GAL SHRUB o APPROVED BY DINE : -2 SHRUB PER SALCO PC6-2 EMITTER FITTINGS LOSS(10 /o) 3.54 / -CAP 3 REMAINING PORTS FOR FUTURE ELEVATION CHANGE CITY ENGINEER /�(.�4 RCT. NO 2� �3 TOTAL SYSTEM LOSSES 8.89 O� tO� 2 40'35.00 Df SIGN Rtcc, kf , 0 6 EMITTER OUTLETS PER TREE ----- 4 EMITTER OUTLETS PER TREE PRESSURE REQUIRED HEAD 73.8 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS 1 TREE PER SALCO PC6-2 EMITTER TOTAL PRESSURE REQUIRED 73.89 ' CAP 3 REMAINING PORTS PER EACH EMITTER CAP 2 REMAINING PORTS FOR FUTURE STATIC PRESSURE AVAILABLE= 13L20 Ofx+r�M }i "' f - NANCY R. IAI,M{.lt, A.S.L A >l#fit t REG.PRESSURE AVAILABLE(PRE-SETT 90 PLANNING LANDSCAPE ARCHITECTUkl FOR FUTURE 'Bs J rL l �g or 2 RESIDUAL WATER PRESSURE 16_11 EMITTER LOCATION ENLARGEMENT i•-101-00 CTR RESIDUAL WATER .KtcRltoP-tC W4 PRESSURE REQUESTED- 15-20 P.S.I. 12& 801 Ctrt—itht Retd.gote C. 1 ulna CA 927,•+ (?14)474 1409 /�� � " got" r PLASTIC VALVE BOX 8, PLASTIC COVER GENERAL LEGEND wua •1u14TION Acv' 'tHAIST11FL9 101 iR9 LIB to SPR1Nntl • ANtlt P►K TOMANUFACTURER & PART. NO. REFERENCE swulto I(!TN VITV 4S. tLIS SYMBOLS DESCRIPTIONS XN 110 rn R#lt ADAPTOR P.O.C. POINT OF CONNECTION SPECIFICATION MOVERS : xx 10 ►K WION PRESSURE SUPPLY LINES & SIZE ( e & LGR) CLASS 315 PVC SPECIFICATION MEUC-l-M29fi ENCLOSURE IRAs RIM[ ELECTRIC METER ` • 16% MIN,DEPTH IN TRENCH wA,R>`�1n CONNECTORSSCHEDULE 40 PVC SPECIFICATION PRESSURE SUPPLY LINES i SIZE ( I 1/2" B SMLR) COLOR CODED !SAP FOR VALVE Ar I• iN LAIN AR[1S LUCATION INSIDE (PER. SPEC'S.) ELECTRIC C01110L VALVE It;"MIN. 4EF'T'}'t 1N r- -- LtiLsaWst 2100 Eo M"ILLlstt )• IN ►t/VIt GDS 1�2 ) SPECIFICATION I WALL MOUNT CONTROLLER MISR CRAG( RAIN BIRD30 DLRCWITN YELLOW STRUCTURE OR � NON PRESSURE LINES A SIZE SCHEDULE 40 PVC MOUNT WITHIN ENCLOSURE. GH. BUNDLE 'fflpE CONI-1�L L- --J 120 VOLT WIN[ IN RIGID STEEL ) • • • ♦ - RUBBER CAP SUPPLY ONE KEY KARDSCAP:NC 12N MIN. pE1fiN IN 1 CONDUI- (PER LOE:AL CODE) _ PER l2 QCV•S 14CL'JOINC NOSY Yd(R.E'�j IS►O. G• SND INSTQH,L_ 13ENEOt"!E•i 'P2�l5UR•E CONDUIT (PER AND 110 VOLS 2 I 'LL- /IG TALI EXPANSION SWIVELS. S�PP(.Y WNE ., E Ii1' i �4,, _F16LOO (MIN. 2AN LONG) FINISH CW1 • INSTALL IN EXTERIOR OUTLET TO BE PROVIDED BY I _ __ coy-RAroR ►u.N2cR ALD ONLY � ►e'• M,.�.�,.� CONTROLLER SEQUENCE _ _ __ I A ♦ 11 AL _ IUS$ ANIM aDK - _ - GALLONS PER MINUTE CO DIONLOCK UWIRE/CONTROL WIRES IN 3" 12 7 � I I VALVE WILIN:OR _ �. � �. '1 La REMOTE CONTROL VALVE SIZE tt1� - - FINISM ( SON. /0 PVC CONDUIT = - _ �" y �_rla 4 INR I - j GRADE I„ L 2' X 3' X 4- CONLRETE FOOTING '__ _ #�. - - - • _ - IRASS Ri!►tE I =-� --- j _ �� MIN. j INSTALL A MINIMUM of r' neovc _ _ _ ---._ AUTOMATIC CONTROLLERS CALSENSE 2100 DETAIL NO. i dCRADC AND SLOPE TOTO DRAIN ' I ? r n m AT A MINIMUM OF TO I it )h• WISMFD CRUSHED I STAINLESS ST[LL '- t t 1 4 01rahTI BRASS NIPPLE SCREW CLAN► T-T- j BRASS 90' ELL MINIMUM (3) PUICLS s _ _ its OF 12 DIRECT BURIAL WIRiMC TO MCRSTURE SE1v9JR - VALvES: BUNDLE AND TAPE EVERY I "t �� a'' I =SCM 10 ►YC NIPPLE IRASS 90' STRt£2 ELL pIvSTALt AS PER M - �7JRER`- - I BRASS NIPPLE - 6' LONC r4 RtBAR STAKE O REMOTE CONTROL VALVES RAiN BIR[) EFt3-CP SERIES DETAIL NO. 3 • I IS FT. O.C. INSTALL WiTHIN MAIN 1 gE •>jav�A OM�-- - IRASS 90• STRLLT LLL (24 LONE) �--•}• LIN[ TRENCH. -;��•-CNE?ROI t CCPV'CR �IRfS r- -- �� 0 QUICK COUPLING VALVES - RAiN BIRD 33 DURC DETAIL NO. 4 REFER TO DETAIL NO. r NOTES: 1. Tilt[ WELL EMITTER 2 FROM TAC1rK - R TO DETAIL MO. E , 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOYAL CODES 2. SHRUBS (1 36" OM CEN SCM 10 !K SRSET '.(I ►RESSUN( SU►9LT LINE ai LOCATION to BE APPROVED IN FIELD /Y THE CITY lNSr'EcTtN><�RIOR rocoNSTRucs;O+ �. 2^ THICK CHIPPER N covER ® BACKFLOW PREVENTION ASSEMBLY (B.P.A.` FEBCO 625Y DETAIL S FINISH: 2 COATS SEMI-CLOSS C.NAHELCOLOA4. CONCRITT: CURT �T(: 2. COM.4ON WIRE TO BE WHITE AND CONTROL WERE TO It REO IN COLOR. S. CUSS 200 PVC L LINE (12- MEN. COVER) ;NSTALL CONTROL VALVES A NIR;1R)1 OF i2' FR011 STRIICTIRRs oll NARDSUv!MG. _ PRESSURE REGULATOR WiLKINS 500 SMS DETAIL NO. S 3. NO SPLICES SHALL It MAD[ BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. 6. EMITTER OUTLET SALCO PC6-1 (6 OUTLETS (• 1 C EACH) - 2 PER SNRUN 2. ASTALL VALVES IR PLOT 1(DS RMERErCR POSSIBLE KEIT TO SIO(WaLS. 4. CONTROL WIRIMC SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL 7. DISTRIBUTION INC: SALCO CT-125-PLACE UNDER CH BUT ON FINISH = VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCc. CMpt, Tti+O R SHRUB I SFT MAX LENGTH ONLY ) 1. ;LAC( VALVE 102 AT i1GXT ANGLES TO STR(ATLP(S a NAROSCAP►RG. w GATE VALVES (LINE SIZE) HAMMOND IB631 OR EQUAL DETAIL NO. 7 SEQUENCE SHOWN ON DETAIL IS FUR REFERENCE ONLY - SEE IRRIGATION PLAN FOR 9. ACCESS SL[ >� CORRECT vAty[ SEQUENCE. 1. /LACE AGq(Wt( PRBC TO iNSTALLATial O/ VALVE ROI• � russURt SUPPLY A c PAv ® NEW WATER METER BY DEVELOPER S. RUN ONE EXTRA WIRY (COLOR: URANCL) TO FARTHEST ACV - FOR rurUN't US[. 10. SALCO [ 125 IOTIT1iA OUTLET CtItCX VALYL S. ATTACH 'OV ISTY' V4 rt 0(NTIFICATiOM TAG VITM AIPRO►RtATE CDNTROIIfR ANO I LINE ►tTtINC ll. SA1.CO -20-400 PLASTIC TUIE STAXL VALVE Rl/e(R TO CDNTRQ BIRO. �PRESSURL SUPPLY LIN[ 12. MAI L - RtILR t0 TRtNCMINC DETAILS (is" MIN. COWER) ® REMOTE CONTROL VALVES RAIN BIRD PE SERIES DETAIL NO, II RUB AND TREE WELL EMITTER INSTA ATION REMOTE CONTROL VALVE WITH 4 QUICK COUPLING VALVE WITH METAL STAKE � DENOTES MULTI-CUTLET EMITTER ON 1/2"X 12" ON SALCO PC6-2 DETAIL NO. 2 TYPICAL ELECTRICAL METER AND CONTROLLER _ Q ( IN PLANTERS ONLY) SCHEDULE 80 RISER DOUBLE Sl. ELBOWS �SCALE SPU -OFF VALVE a UNION ® MOISTURE SENSOR ASSEMBLY CALSENSE MOS DETAIL NO 3, ASSEMBLY �R°'' T.S. (N+STAI, ;TRAP'ER ON 01SChARGED SIDE X JALVf ON orae SYSTEM 7&y) - G DENOTES COMMUNICATION CABLE Clov1GY.D9Y CWS) PAIGE ELECT 961906/16/4 SPECIFICATIONS DENOTES SLEEVE FOR PIPING S WIRES. 24" MIN.flE'PiTi 49cma7 4o Fvc INT¢F.1•fC0. 4E�KTBrib,A1 Sl.G6vE5 12" t3EYoND L�-PrvE ® Oi= t+Py 1.r15^T-Ok" e"P 5. ELECT R ICA L PEDESTAL MOVERS MEUG 1 M 285 DETAIL NO I MASTER CONTROL VALVE S FLOW SENSOR HARDIE 102 SERIES Wt) W/CALSENSE 22M DETAIL Na M CONTROLLER PIGTAIL RAINMASTER P24 TM V(S we wm t DETAIL NQ 6 fl1)SH-OUT VALVE $TIC VALVE Box B COVER(PLASTIC) 9CR40PVC. C :.kED ":-KIGAT',ON GATE" - "CHKiSTY" FLB BOX 6 FLED LID (OR EQUAL) I * 1 " 'N AWN AR � 1. E�vIrN(tiT r0.tt IRSTALL(D AT R NtN:MIP� of 24' room AAT ST1JC-.'RES OA MARDSCAP;NG: 3.. :N PL;,NT i ?:OS FINISH GRADE SOH. 4o PVC -- ' - SPRINKLER HEAD LEGEND I >"t�BrrTTtVe m"urr cwm 'm I"AID 11Mi► TLAt1fa 11 - - rwu�(SUM ADC�r I p, T TR TuRE 1•. WALL, /UtIOItiG, ETC.) MOUNT TEST COCKS CA _ + _ - - _ ? ). aEr JNIT IS KIT 0 A S ALC ( I I F-i 1 �--� F"'Y'.91 O)tA.'= 1�I�',c _...�-- •- moi..-_ illl� OPEN 2R •Om.S'NUC'AE Si DE j y / - II - l rv.rio Rsram , MFR & PART NO. G.P.M. RAD. MAX.SP. PSI REFERENCE I , •"*T L III ".................�_tAculaE nEvENT:R ASSEMBLY j1�I �`-" � -� Iilll (IftCID T� ao-nos F SYMBOLS DESCRIPTIONS [BASS NIPPLt . TYP:CAI (4) PLACES _�--I-1'--'_.•.,I I ACCESS SLEEVE _ jll 'Iljll _ JUSS 90• ELL - rrrau (2) rtActs _�I / T+R CwrrTaF i SALCO DAS-8 �, � d1A>tT71 ; � � • 1/4, 1/2 & F CIR FLT SHRB HDS RAiN BIRD 1812 - 8 FLT SAM SERIES .4,.8,1.5 7' 7' 20 DETAIL NO. b • END CAP(RAINSIRD) `� I t� NO. 10 - SUSS NIPPLE \ I,II •N •TN so �cSN � t,tl1� ,. _' BRASS GATE VALVE j 1 • ��01 BIO�rlr � �� 0 �/ X 1/4, 1/2 A F CIR SHRUB HDS RAIN BIRD 1812 - 12 SAM SERIES .5,1.0,2.0 11' 12' 20 DETAIL LUSS Of STU. ER v. DETAIL NO. 10 IGtEISpEn III WIiH BRONZE HA 0 EEL { ,r S1Kt�►CG-C - SCH. 40 PVC b RA ALE:oA - Trrwt I2• rtttcX . u• WIDE cc"tR(TE R&D LATERAL t 1 �r, I/'Zra 110" 9Clt80 PVC 114, 112 A F CIR .SHRUB HDS RAIN BIRD 1812 - 15 SAMSLRIES .8,1.5,3.0 1S' 15 20 1 : S SS T EAR VER EAMUFAC'.RER) _, RiSER (LEIIG N IES - 1 _ ___� 1 1, / ATTACH TV LATERAL = LIN65t212DRRJdf SLORE TO ONA.N AT N:r:V� 2s ___ - L, u• � •'�'•'°��°� - � �y � y 4' ALA Hc0 CRI;s!+.ED 1 I' ` A 1/4 & 112 CiR FLT LAWN HDS RAIN BIRD 1806 - B8 FL1< SAM SERIES .<,.8 7' 7' 20 DETAIL NO. 12 e - - now weaal6 LtTrE TEL w/MARLEx Fi rA•2R so.AtE F:rtSM ;UDE = I j,.., - -•��`b•"-c"•,,�.. 3/ ^ S i / DBL. ST ELLl CWS _ • oo •a OoA . e , r= hI AGGREGATE BASE I� _ o 0 • I�1 \ Tyr�.Saxm � O 1/4, 1/2 & F CiR LAWN HDS RAIN BIRD 1806 - 812 SAM SERIES 5,1.0,2.0 11' 12' 20 DETA'L N0.12 0. f RIA rv"w�CAE1t w / �� �a4 / � � ® 1/4, 1/2 & F CIR LAWN HDS RAIN BIRD 1806 - 615 SAM SERIES .6,1.5,3.0 1'"S' 15' 20 DETAIL NO.1 BRASS N:PRLE TrP:Ut (2) PLACES SCH AO PVC MALE ADAPTORS ` - i J , / u•=12'.12" t:NCRETE i � � � ® 1/4. 1 �2 & F CIR SHRUB HDS RAINBIRD 1812 -10 LA SAM SERIE .5.1.0.2.0 10' 10' 20 DETAIL N0.10 7Ct COmeACTiJI C-• THRUST SL:CKs . NEou:RED I (2) PLACES �d 'ISI � I' I �_ - XN AO PIC +ALE AoAP-:es NOTE: i'k(� �}�' 2.8,5.5 35' 40 35 DETAIL NO. 1 lJJ lJ PART CIRCLE ROTOR HEADS TORO S606-PC-2.5.5.0 •- I a - TIP, (2) PLACES ``_ _J y 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. LINE TO SYSTEMS RAL LLIN•E amo ell hW1EirUM IRASS 90' Ell TYP:ALL _ �•{ r (2) PLACES -O TYPICAL DRIP SYSTEM ASSEMBLY NOTES: `x 6 TYPICAL END-CAP ASSEMBLY TYPICAL GATE VALVE ASSEMBLY REDUCED PRESSURE BACKFLOW No scAlE AND SMALLER) +R M07C • CALSENSE 2100 CONTROLLERS AND MOISTURE SENSORS SHALL BE INSTALLED NO SCALE dlH N PREVENTER UNDER THE CIRECTION OF THE MANUFACTURER ONLY . N°r� PCS P �� � • MOISTURE SENSOR LOCATIONS SHALL BE APPROVED BY THE CITY INSPECTOR ,A,fA_0 sCs_£-15r4 WIT1.1 SHfZ(t PER MANUFACTURERS RECOMMENDATION. Pp��s/r31-� • CONTRACTOR SHALL COORDINATE WITH CITY AND MANUFACTURER HiS GATES OF INSTALLATION AND SHALL NOTIFY CITY, LANDSCAPE ARCHITECT AND MANUFACTURER 48 NRS. IN ADVANCE OF HIS ACTUAL ON-SITE INSTALLATION TIME. � *(1) CALSENSE MOISTURE SENSOR FOR EVERY 4 (FOUR) REMOTE CONTROL VALVES IE CALSENSE 2i 00 24 ;;TATION CONTROLLER "REOUIRES 6 (SIX) 1000 S MOISTURE SENSORS. INSTALLATION (PLACEMENT) OF MOISTURE SENSORS TO BE UNDER THE DIRECTION OF THF MANIIFA( TURER PER APPROVAL OF THE CITY INSPECTOR CALSENSE REP (714) 458-0129 NOTE 1/2• ABOVE FINISH GRADE M1•;OP SHRUB HEAD VALVE IN .tit ' DO NOT INSTALL VALVE BOXES IN TURF AREAS RW THOUTONLY. PRIOR F14iSH GRAD( NOTE: L �� � 1 C N II 1 APPROVAL FROM CITY INSPECTOR. REMOVAL OF IRRIGATION , M AD• STRIP. MACERBOARD, AVD AT H A - FROM CALKS CURBS AR CSC .NG MOW 5 1 E - 3 t. LOCATE Eos • _ � _ � EOUIPTMENT INSTALLED IN ERROR IN TURF AREAS AND EDGE OF LAwN. ��, I - SIL I>�' RE-INSTALLATION SHALL BE AT CONTRACTORS EXPENSE. 2. LOCATE HEAD 6" FROM ALL STRUC";RES. u >_ A - 3. USE TEFLON TAPE ON ALL MALE THREADS. • w• :'I = e 4. INSTALL HEADS WITH INTEONAL CHECK VALVE ANDiOR PRESSURE COMPENSATING FEATURE AS 'I ) 7 T• , 4 - Par. R A r _ PER THE TR la .O 1 .mm AcrA •, _.__ _ __,_ = FISH N r POP-UP TURF HEAD �y _ 112" IN SCJ FINISH GRADE � l I DESCRIPTION OF REVISION DATI CITY N NCM-PRESSURE LATERAL I:NE A FITTING 10 I 1 CdEMQi WIRE VALVES -MARLEI 90• STREET �' - B t= -- :III E" - - CITY OF RANCHOCUCAMONGA _ .Lill � TRO. CAH G WIRES , - - _ - , I �� , I 1. Ott T-l" SNRIDDED CHIPPER NULCN c0vTw IRRIGATION DETAILS & LEGEND CALSCIiSC SCH 40 PVC 901 STREET ELL E _ - 2. Flo-ISN CRADE = 1. SALCO CY-125 LMITLR DIST. TUiINC (TWO PEN SNURA) SCH 80 PVC NIPPLE a • G L. ACCESS O.E..%G FWI iUlES wiiw EOCV.121 OU,L[T C"EC[ VALVI AT 11"00. er r B r1 (MINIMUM A" LONG) • 6 NAR,Ex•90 Sr E. ELL ( S. SALCO rCA•1 MULTI-OUTLET EMITTER 'v11N .ORO A STREET _ _ MA LEX 90 S EE ELL 710.07 TU BLADED AD•r.Il FOR 1!2 D1AriE.12 fCN. 60 NIPPLE STANDARD PACIFIC 1. BRASS AJ•CU VALYL V1TR kVION - SAH[ Silt A3 ACV SCH 80 PVC NIPPLE . N ►r - 1- NIM. SI F - DI,.t-u sa. •r Lt SEE SITE -�--- WATER FLOW IN scH a0 PVC TRT 90 ELL •. Ii2 � LINE SIZE SCM BO PVC NIPPLE • TYPICAL (2) PLACES 2. rvC WTE s:oa:ac rITR vTTcw. BALL ►wsa YA1Yt Rao DOWN (6" LONG) 7. sato a•s•A .cess sulrt. SIT LED 1- •Ao+t r1M;sN cRAnt ANTI-DRAIN YALYE AS REQUtREO STS PuSsu12 GUAR. Woo DISK - PLAA $IZLB• PARALLEL TO GROUND ). I1-n COWTtOL TALYT •LAIR 11" PE f121LS - PUJ SIZER ,. T&IOLI )/.- ? ELL 1 ACCRIC•Tt o. IT TRA PHASES 5 - 10 R] TAJLE St•[[1 ILA IT.L) CT 13565 0 o Fp F(. M Nom: .. 3C7. ►o CLOSE IIIPLs SAH: SIZE AS ACV S. P."T I SLIP. PITTIPC - SOLrtri WELD I. LOCATE HEAD �- FROM 1IALKS, CLASS. MARDSCAPING, MOW STRIP, HEADER BOARD, AND 6. Bal. 40 ►YC I I I I T nz 13 SALCO PC6-2 EMITTER WITH ACCESS SLEEVE EDGE OF LAWN. I. ►uSSJRs Sums Ela APPROVED BY DATE 2142-ZP MASTER fLUW BACK-FLOW PRESSURE WATER I. BCT[. w "C B1rPU - IAla Slta AS ACV !ICN-DRESSURE LATERAL LINE 6 FITTING VALVE SENSOR PREVENTCR REGULATOR METER 2. LOCATE ST2EAM SPRAYS 6- FROM ALL STRUCTURES, ANO SPRAY HEADS 12- FROM ALL 9. :a>rrrrRa,nRs„2 Com"o" REO em,Ca ►11• SIDS N.T S. SEE DRIP EMITTER SCHEDULE, SHEE1 8 CITY ENGINEER z4 A4e RC.E Nb. 24953 IN I I0. 3/4' ON 1'CL.52 too .-••C LAt11.AL V"11 t t CLEA•ANa •ETN'tt" • 1P �A3LEx 90' ELL ST2utT jtES ,N SHRUB AREAS BUT 6' FROM All S'aJC'uRES IN GROUND COVER AREAS. HARDIE CALSENCE FEBCO WILKINS 11.eo•c•e7tr,u.c ItCl An LOC't:Rt co.'Lt ruA.[tlrcrst) J(SIGN ( .,, A( D (N D 1. USE TEFLON TAPE ON ALL MALE THREADS. -I u ICATIom cDw-vM •AL•t' CyEIfTT 936 BOX WITH 836D LID �[ t t n " , n 11. SOUINDID WIRES. PIC-TAIL LACa 36- LOW. CON,RCLLER ) ' 2 2 1 1/2 1 1/2' I V2 " n , " n • ADJUST. IM FIELD PER CITY APPgOVAL. AHO\� CONTROLLER„C„ 2'1 2.1 11/21 I 1/21. i I/2�� DRa•R� NANCY R. PA1,�41;R, A.S.I,.A CONTROLLER D 2' 2 1 V2 1 V2 1 1/2 9 TYPICAL MASTER CONTROL VALVE W/F W SENSOR A HEAD POP-UP ASSEMBLY I I REMOTE CONTROL VALVE FOR DRIP IRRIGATION iZ TYPICAL LAWN HEAD ASSEMBLY J� PLANNING •LANDSCAPE ARCHITECT 'RI / 1 LO TYPIC L SHRUB E D - - - ASSOCIATED IRRIGATION CONSULTANTS O� NEO SCALE- 89 rFo SCALE 47 tiC ``ALE 2014 SEPULVEDA BLVD. L08 ANGE1`Ef CALIFORNIA MC. R E� Dr AT4EG NO 90028 Ti L NM(218)477-4526 FAX BIO. (218) 477-2811 RG �3✓z�A - 17801 C•rrwriRhr Rood,Suitt C Irvine.CA 92714 (114)a i4 IJOri -- PROJECT SU ET #/00 O //� IRRIGATION SYSTEM _ 1.00 GENERAL 1.01 DESCRIPTION 2.03 ELECTRICAL (HIGH VOLTAGE) A. Scope of work: Provide all labor. materials. transportation, and services A. All high voltage electrical service required for automatic controller and B. Observation Schedule: F. Automatic Controller• necessary to furnish and install Irrigation Systems as shown on the C. Controller Charts: g g drawings and described herein, other equipment noted on drawing for irrigation system will be provided by 1. As-built drawings shall be approved by the City before controller irrigation contractor. 1. Contractor shall be responsible for notifying the City in advance 1. Install as per manufacturer's instructions. Rewrote control valves 1.02 QUALITY ASSURANCE REQUIREMENTS charts art prepared. for the following observation meetings. according to the Lina shall be connected to controller in numerical sequence as shown on the B. Provide apprnved type enclosure for meter. similar to that manufactured by indicated: A. Permits and Fees: The Contractor shall obtain and pay for any and all 2. Provide one controller chart for each controller supplied. Mye-s Electrical Products. Inc. (213) 724-0450. model as specified on drawings. drawing. Enclosure shall be of adecuate size to house automatic controller A. Pre-job conference - 7 days mounted inslwle an electrical pedestal, pewits and all inspections as required, specified on drawing. Enclosure shall be zinc coated steel, minimum 12 Z. Controller shall be 3. The chart shall show the area controlled by the automatic controller g• B. Manufacturer's Directions: Manufacturer's directions and detailed drawings and shall be the maximus, size which the controller door will allow. gauge thickness. Cabinet shall be protected against corrosion in D. Pressure supply line installation and testing - 48 hours accordance with U.L. 50, Cabinets and Boxes. Section 13. Exterior covers G. Flushing of System: shall De followed in all cases where the manufacturers of articles used in to be minimum 14 gauge steel and shall have padlocking provisions. C. lateral line and sprinkler installation - 48 hours this contract furnish directions covering points not shown in the drawings 4. The chart is to be a reduced drawint of the actual as-built system, of Deadfront shall be a hinged type. 16 gauge minimum, and shall not require 1. After all new sprinkler pipe lines and risers are in place and and specifications. a maximum size that will fit insike controller housing• double sided the use of installation or servicing. All factory installed components d. Coverage test - 48 hours connected. all necessary diversion work has been completed. and prior if required for readability. shall be U.L. listed. All factory installed conductors shall be copper, to installation of sprinkler heads. the r.ontrol valves shall be opened C. Ordinances and Regulations: All local, municipal and state laws, and rules size and type to conform to NEC and U.L. requirements. Enclosure shall be e. Final site review - 7 days and full head of rater used to flush out the system. and regulations governing or relating to any portion of this work are S. The chart shall be a blackline print and a different color shall be furnished with a detachable sub-base with 1/1 inch diameter bolts. used to indicate the a,.a of coverage for each station, using pastel 2. Sprinkler heads shall be installed only after flushing of the system hereby incorporated into and made a part of these sDeciftcations, and their Mounting Dolts shall not be risible outside the enclosure after 2. When observations have been conducted Dy other than the City has been accoo lashed to the com tete ti sit c n 't provisions shall be carried out by the contractor. Anything contained in or transparent colors. installation on sub-base. Enclosure finish shall consist of one coat zinc show evidence in writing of when and by whore these observations were p D sa a do of the C y . these specifications shall not be construed to conflict with any of the chromate primer and two coats baked enamel paint. made• above rules and regulations or requirements of the same. However. when 6. When completed and approved• the hart shall be hermetically sealed M. Sprinkler Heads: these specifications and drawings call for or describe materials, between two pieces of plastic. each piece being a minimum 20 nils. C. Electrical equipment installed outside building shall be NEMA 4 type. 3. No site observations will commence without as-built Qrawings. In the workmanship• or construction of a better quality. higher standard, or event the Contractor calls fol- a site visit without as-built drawings.de drawings 1Install the sprinkle* heads as designated on the and in larger size than is required by the above rules and regulations, the 7. These charts shall be completed and aDDroved prior to final acceptance D. All connections between electrical services and equipment shall be in rigid without completing previously noted corrections, or without preparing accordance with their respective detail. provisions of these specifications and drawings shall take precedence. of the irrigation system, e galvanized electrical conduit. with conduit and wiring size as required. the system for said visit, he shall be responsible for reimbursing the 2. Spacing of heads shall not exceed the maximum indicated on the " BODIES WiTH 4 INSERTS EACM PATTERN USED Architect at his current billing rates per hour, portal to portal, drawings. In no case shall the spacing exceed the maximum rd o n.rtthe 0. Superintendent: D. Equipment to be Furnished: 4 OSCILLATE AND 4 ROTARY 2.04 ELECTRICAL (LOW VOLTAGE) (plus transportation v g p g costs) for inconvenience. N nth e. 0 further site vtstts by the manufacturer. ded I SOIL MORE 36 OAKFIE-D MODEL! will be scheduled until this charge has been paid and received. 1. A superintendent satisfactory to the City's Representative shall be 1. Supply as part of this contract the following tools: I VALVE BOX KEY A. Connections between controller and remote control valves shall be made with Present on the site at all times during progress of the work. 3 30"KEY ( MANUAL VALVES) I FIVE F007 TEES WREN-iH GATES 3") I. Valve Boxes:direct burial AMG-UF, 600 volt wire, insulation thickness 3/64 inch, C. Final Observation Prior to Acceptance: Two k each automatic r WHERE APPLICABLE a. o eys for ea a tomo is co troller. utilizinglow density high molecular a weightpolyethyleneinsulation 2. The Superintendent shall not be changed except with the consent of the TWO KEYS FOR EACH ENCLOSURE LOCK. Y g 9 I. The Contractor shall operate each system in its entirety for the I. All buried valves and equipment shall be installed with a proper Dox, City's Representative. b. FOURquick-coupler key and ma Ching hose swivel and globe valve B. Splices. where Permitted, shall be waterproofed using Rain Bird. SNAP-T1TE CITY at time of final observation. Any items deemed not 2. fill area under box with a minimum of t cubic fee[ 01 374' aggregate for every five. or fraction th reof. valves installed. Connectors or fusable heat shrinking tubing, and housed in a box. Boxes acceptable by the City , or not in compliance with these 3. The Superintendent shall be authorized to represent the Contractor. 3 MOSE BIBS KEYS for other irrigation use nay be utilized for this purpose. specifications and drawings. shall be reworked to the complete before Dox is installed. 2. The above mentioned equipment shall be turned over to the City at the satisfaction of the City E. Explanation of Drawings: 3. Identification La conclusion of the project. Bef re final acceptance can occur, C. Mire sizing shall De a minimum of 1114 •UF• 600 volt underground wiring. 9s shall be attached to each remote control valve, evidence that the City has recei ed material must be shown to the unless a shielded cable is used in which case /18 wire may be used. Common showing number that corresponds with controller sequence. Tags shall Y 2. T g The Contractor shall show evidence to the City that the Owner has be manufactured of polyurethane Behr DesoDald. yellow in color with 1. Due et the scale of leavings. . is not possible re indicate all Architect. wire to be white in color, Pilot wire to be red and extra wire another color received all accessories, charts, record drawings, and equipment As black letters 2-3/4 inches by 2-1/4 inches, 1L:HRtST Y orequal) offsets. fittings, sleeves, etc.. which may De required. The contractor shall careful) investigate the structural and finished required before final observation can occur. Y 9 1.04 PRODUCT OELIYERY, STORAGE AND HANDLING 2.05 QUICK COUPLING VALVES conditions affecting all of his work and plan his work accordingly. PL AL ES D. Physical Layout: 3.01 TEMPORARY REPAIRS furnishing such fittings, etc.. as may be required to meet such A. Handling of P.Y.C. Pipe and Fittings: The Contractor is cautioned to A. Two piece type brass body. 150 pound class, with 3/4 inch female threads conditions. Drawings. are generally diagrammatic and indicative of . exercise care in handling, loading, un oadirtg, and storing of P.Y.C. pipe A. The C reserves the work to be installed. The work shall be installed to such a opening at base. permitting operation with a special connecting device 1. All Di Ding or equipment shown diagrammatically on drawings outside Citythe right nt wake temporary repairs n. necessary to keep and fittings. All P.Y.C. pipe shall to transported in a vehicle which (coupler) designed for this purpose. the sprinkler system equipment in operating condition. The exercise of wanner as to avoid conflicts between irrigation systems. planting and planting areas shall De installed inside planting area whenever allows the length of pipe to lie flat so as not to subject it to undue this right by the Cit shall not relieve the Contractor of his architectural features. possible. y pending or concentrated ex .ernal load wt any point. Any section of Alpe 1. Coupler threads: lug type responsibilities under the terns of she guarantee as herein specified. that has been dented or damaged will be discarded and. if installed. shall 2. Prior to installation. the Contractor shall stake out all pressure 2. The ward City's as use/ herein shall refer to the CITY'S be replaced with new piping. 2 Hinge cover: Provide with rubber-like vinylcover. authorized representative. suDP1Y lines. routing and location of sprinkler heads. 3.05 fIELD QUALITY CONTROL 06 CHECK VALVES 3. All work called for on the drawings by notes or details shall be 1.05 GUARANTEE 2. 3. All layout shall be approved by laity prior to installation. A. Adjustment of the System: furnished and installed whether or not specifically mentioned in the A. The guarantee for the sprinkler irri tion system shall be made in 9 D Y non- pressure A. Swing check valve. 2 inches and smaller on non pressure lints: bronze or 3.03 INSTALLATION LL ION specifications. accordance with the following form The general conditions and 1. The Contractor shall adjust all sprinkler heads and valves for optimum plastic construction. 100 bound s.w.p. female sip's. supplementer conditions of these Spec fications shall be filed with the performance and to prevent as much as ssibl n o ers Y De Dt e any v Dray onto A. General: walks and roadways.4. The Contractor shall not willfully install the irrigation system as Avner orr�ftfis representative prior to acceptance of the irrigation system, ay s. No spray is permitted on buildings. B. Antidrain valve: plastic construction, with soft composltton disc, shown on the drawings when it is obvious in the field that stainless steel internal arts. Spring tension a ustable from 4 1 t 1. All plastic i and fittings h D D 9 dJ D.s. o D pipe qs s all bell in complete accord A r 2. If it 1s determined d differences discrepancies n r mansions B. c of the guarantee foul shall be included in the operations and thatadjustments �n h obstructions, grade e or1 area dimensions ODY g � 15 D.s.i. Valve mayDe an integral part of sprinkler head. with manufacturer instructions f n the irrigation equipment •111 exist that might not have been considered in engineering. Such maintenance manual. q D i or same. grovide prober and more adequate coverage, the Contractor shall make obstructions or differences should be brought to the attention of the such adjustments prior to planting. Adjustments may include rhanges 2.07 BACKFLOW PREVENTION UNITS 2. Line Clearance: All lines shall have a minimum clearance of 6 inches City's authorized representative. In the event this notification is C. The guarantee form shall be retyped oAto the Contractor's letterhead and in nozzle sizes or degrees of arc, as required. not performed, the irrigation contractor shall assume full contain the following information: • � from each other and from lines of other trades. Parallel lines shall A. Backflow preventer: designed to operate on a reduced pressure principle: not be installed directly over ore another. 3. All sprinkler heads shall be set perpendicular to finished rades responsibility for any revision necessary. equipped with gate valves and field test cocks. g GUARANTEE FOR SPRINKLER IRRIGATION SYSTEI unless otherwise designated on the plans and at bei ht and distance B. Trenching: g e work other trades from walks, buildings. etc S. Mork of this Section which is allied with the of o B. Wye strainers at backflow retention units shall be 125/ class cast brass 9 as noted. r We hereby guarantee that the sprinkler i ri ation system we have furnished P shall De coordinated as necessary. Y 9 D ! g Y with ei mesh wonel screen, unless otherwise noted on drawing. 1. Excavate n e tee Chas to required depths. Follow approved layout for each and installed is free from defects in -serials and workmanshi and theY B. Testing of Irrigation System: M D. Y F. Underwriters Laboratories: Electrical wirin controls. motors. and work has been completed in accordance with the drawings and specifications. system. g• g C. Backflow unit shall be house) in a protective housing as noted on drawing. devices shall be U.L. listed, and so labeled. ordinary wear and tear and unusual, abuse or neglect excepted. We agree to 1. Test all pressure lines under hydrostatic pressure rf 15u pounds per 2. Trench bottom engr shall be flat to insure D1Dtnq 1s supported continuously square inch. and r repair or replace any defects to materia or workawnship which may develop prove watertight for S hours. 1.03 SUBMITTALS during the period of one year from the , lte of acceptance and also to 1.08 AUTOMATIC CONTROLLER Ori an even grade. repair or replace any damage resulting tion the repairing or replacing of A. Type: fully automatic g 2. Testing of pressure main lines shall occur prior to installation of operation, capable of operating the number of 3. Where lines occur under paved areas, consider dimension to be below electric control valves, quick couplers or an A. Material List: such defects at no additional cost to th City. We shall make such stations and type indicated on Drawings. the subgrade. y other equiprmrnt that repairs or reDlccements within a reasons It time, as determined by the night prevent a proper test from being performed. 1. The Contractor shall furnish the articles, equipment. materials. or Cit/ , after receipt of written notice. In the event of our failure to 1. Wall mount type in a housing with locking hinged cover. 4. Provide minimttw coverage as follows: 3. All piping under paved areas shall be tested under hydrostatic processes specified by name in the drawings and specifications. No make such repairs or replacements within a reasonable time after receipt ofght. pr substitution will be allowed without prior written acceptance by the written notice from Cit we authorize he Cit to proceed to have said pressure of 150 pounds per square inch. and proved watertight, pr',or Y • Y D 2. fuse and chassis ground all controller components. A. Pressure supply lines (2-1/2 inches and smaller): 18 inchesto paving. Col repairs or rep%cements made at our exile se and we will pay the costs and charges therefore upon demand. 3. The controller shall be mounted inside a steel, vanda- D. Non-pressure lines: 11 inches 4. Sustain 2. Complete material list shall De submitted prior to performing any resistant enclosure with a steel predrilled REMOVABLE pressure to lines far not less than 6 hours. If leaks i develop, replace joints and repeat test until entire system 1s proven work. Material list shall include the manufacturer. model number and PROJECT: resistant. controller. terminal strip. and 111 volt led The 117 C. Control vire: 18 inches watertight. descriptio- of all materials and equipment to be used. volt duplex box shall be provided with an on/cff SWITCH arE 117 volt CONTRACTOR: PHONE NO.: receptacle. Metal conduit shall Run fRCV the 117 volt supply to tLc C. Backfilling: 3. Equipment or materials installed or furnished without prior approval controller housing. All power within the housing shall DE properly S. All hydrostatic., tests shall be made only in the presence of the of the City may be rejected and the Contractor required to remove ADDRESSBYC"tv, and uther duly authorized representative of the Owner. No : : phased. A prewired terminal strip shall be provided clearly 1. Buried pipe in trenches shall be center loaded only until all required pipe shall be completely backfilled until it has been inspected. such materials from the site at his awn expense. indicating the proper points of connection of all appropriate wiring, tests are performed. Trenches shall be carefully backfilled with the tested and approved in writing• excavated materials approved for backfilling• consisting of earth, 4. Approval of any item, alternate or substitute indicates only that the 4. The control Ito, Assembly shall be provided with a terminal strip loam, sandy clay. sans. or other approved materials, free from large 6. furnish necessary force pump and all other test equipment. product or products apparently meet the requirements of the drawings DATE OF ACCEPTANCE: BY: clearly marking the positions for &a W_ clods of earth or stones. Backfill shall be mechanically compacted in and specifications on the basis of the information or samples moisture sensing devices. The terminal strip shall be wired throuSn submitted. landscaped areas to a Cry density equal to a0iacent undisturbed soil 7. When the sprinkler irrigation system is completed, perform a coverage five clearly markl!d on/off switches mounted on the face of the S. Manufacturer's warranties shall not relieve the Contractor of his Z.DO PRODUCTS controller to provide sensing bypass capability. in planting areas. Backfill will conform to adjacent grades without test in the presence of the Cl om to determine if the rater dips, sunken areas. humps or other surface irregularities. coverage for planting areas is complete and adequate. Furnish all liability under the guarantee. Such warranties shall only supplement materials and perform all work required to correct any inadequacies of S. Controller suDDlied b Cal Sense L 000 Manufacturer or roved 2. A fine granular material backfill will be initially placed on all coverage due to deviations from plans. or where the system has been the guarantee. 2.01 MATERIALS Y PP equal carrying a 5 year warranty on the entire assembly lines. No foreign matter larger than 1/2 inch in size will be willfully installed as indicated on the drawings when it is obviously 6. If egviparent is as specified, no manufacturer descriptive catalogs are A. General: Use only new materials of (rands and types noted on drawings. :=ecessary in submittal. y. specified herein. or approved equals. 2,09 REMOTE CONTROL VALVES permitted in the initial Dackftl inadequate, without cringing this re the attention cover the l nt This test shall be accomplished before any ground cover is Dlantea. 3. Flooding of trenches will be permitted only with approval of the B. Record and As-Built Drawings: 2.02 PIPE i FITTINGS A. Valve type: spring-loaded, packless diaDhrager activated. normally closed City S. Upon completion of each phase of work. entire system shall be tested A. Pressure Main line Piping and Fittings Sizes 2-1/2 inches or larger shall type with brass t•ody . equipped with flow control (and pressure regulation and adjusted to turret site requirements. The Contractor shall provide and keep up to date and complete *as- 4. [f settlement occurs and subsequent adjustments in pipe, calces. built, record set of mylar prints which shall be corrected be P.Y.C. class 315 solvent weld type. capabilities). sprinkler heads, lawn cr planti ng. or other construction are 3,06 MAINTENANCE dally and show every change from the original drawings and B. Valve solenoid: 24 volt a.c. 4.5 watt maximum. 500 milli-amp maximum sorsnecessary• the Contractor shall make all required adjustments withouta. cost to the Owner• om City. A. The entire sprinkler irrigation system shall be under full automatic specifications and the exact •as-built' locations. sizes, and kinds of B. Pressure Main Line Piping and Fittings: Sizes 2 inches and smaller shall be corrosion-proof, stainless steel construction. epoxy encapsulated to fore a equipment. Prints for these purposes may be obtained from the g q Architect at cost. this set of drawings shall be kept on the site and Schedule 40 P.Y.C. single integral unit. operation for a period of seven days prior to any planting. D. Assemblies: shall be used only as a record set. C. Non-pressure lines Shall be P-V.C. schedule 40. C. Provide bleeder valve to permit operation in the field without parer at the I. Routing of sprinkler irrigation lines as indicated on the drawings is B. The City reserves the right to waive or shorten the operation period. 2. These dr>'wings controller.snail also serve as work progress sheets and shall De diagrammatic. Install lines (and vario'is assemblies) in such a manner 3.07 CLEANUP the basis for measurement and payment for work completed. These 0. All pipe and fittings shall conform to pecific requirements as follows: drawings shall De available at all tiers for site reviews and shall De 2.10 SPRINKLER HEADS as to conform with the details per plans. A. Clean-up shall be perforvrd as each portion of the work progresses. Refuse kept in a location designated by the City. Should the record 1. P.V.C. Solvent Weld 2. Install NO multiple assemblies in plastic lines. Provide each and excess dirt shall be removed from the site. all walks and paving shall Dlueline as-built progress sheets not be available for review or not A. Type: Rote( Driven; and pop-up types. . assembly with its own outlet. be rroor,ed or washed down• and an g up to date at the time of any site reviews (refer to Section 3.02-8-3 A. Pipe- Manufactured from virgin polyvinyl chloride compound in y damage sustained to the work of others accordance with ASTM D 1784 or ASTM D 2241, cell classification B. Part circit heads shall have variable arc setting capability. 3. Install all assemblies specified herein in accordance with respective shall be repaired and work returned to its original condition. - Observation Schedule). it will be essu+Ied ro work has been completed 12454B, hydrostatic design stress rating not less than 2.000 detail. In absence of detail drawings or specification pertaining to and the Contractor will be assessed the cost of that site visit at the p.s.t. 2.11 VALVE BOXES specific items required to complete work, perform such work in .08 OPERATING INSTRUCT10N3 ,furrent billing rate of the Architect. No other inspections shall accordance with best standard practice, with prior approval from take place prior to payment of that assessr_nt. D. Fittings (solvent weld or thread): Standard weight, schedule 40. A. Valve boxes shall be fabricated from concrete to weather. sunlight and the City ' A. The Contractor shall be required to train City's maintenance personnel in side gated, injection molded P.Y.L. complying with ASTM D 1784. Proper operation of all major equipment. Provide written evidence of the 3. The Contractor shall make neat and legible notations on the as-built cell classification 134548, including threads when required. chemical action of soils CHRISTY or equal, embossed with Irrigation letters 2' 4. P.Y.C. pipe and fittings shall be thoroughly cleaned of dirt. dust and person or persons so trained to the City. progress sheet, &J ly as the work proceeds, showing the work as B. Valve box extensions shall be by the same manufacturer as the valve box. moisture before installation. Installation and solvent welding actually installed. For example. stould i piece of ecluiprrint be 2. Surface installation: Pipe and fittings shall have additional compound methods shall be as recommended by the pipe and fitting manufacturer. installed in a location that does not m3t^_h the plan, the Contractor for ultraviolet resistance. Schedyle 40. C. Gate valve poxes shall be concrete with lock covers CHRIST Y of appruVeill 5. On P.Y.C. to metal connections, the Contractor shall work the metal must indicate that equipment has been relocated in a graphic m4nner so equal. embossed as to mrtch the original symbols as indicated in the irrigation 3. P.Y.C. nipples shall b. schedule 80 with molded threads. connections first. Teflon tape or approved Laual shall be used on ail legend. The relocated equipment and dimensions will then be L. Remote control valve boxes shall be rectangular concrete boxet. CHRISTY or threaded P.Y.C. to P.Y.C.. and en all threaded P.V.C. to metal joints. transferrer to the original as-built -Ian at the propzr time. 4. All P.V.(. pipe must, bear the following markings: approved equal. with C 1 covers and lee►ea. embossed with r Light wrench pressure is all that is required. Where threaded D.V.C. 4. Before the date of the final site review, the Contractor shall A. Manufacturer's name high and valve number connections are required, use threaded P.Y.C. adacters into which the pipe may be welded. transfer all information from .he 'as-built" prints to aHOTO Alar 3.00 EXECUTION procured fres: the Architect. All work shall D. Noalral pipe size 6. Install backflow assemblies in shrub areas at minimum height permitted be in waterproof India ink and applies to the m(ylar by a technical pen 3.01 SITE CONDITIONS by local code. wade expressly for use on rnylar mate-ial. Such pen shall be similar C. Sc Wule or class to those manufactured by Rapidograt'. Kueffel 4 Esser, or Faber A. All scaled dimensions are approximate. The Contractor shall check and 7. Pressure supply steel pipe and fittings: Assemble using red lead and Castell. The dimensions shall be u de so as to be easily readable d. Pressure rating in A.S.T. (not required on drip tubing) verify all size dimensions and receive City's approval prior to boiled linseed oil paste or an approved equivalent. Apply to hale even on the finel controller chart (see Section 1.03-C). The original threads only. m(ylar "as-built, plan shall be submitted to the City for approval e. NSF (National Sanitation foundation) approval (not required on proceeding with work under this section. prior to the making of Color Chdrt. drip tubing) B. Exercise extreme care in excavating and working near existing utilities. 8. Quick coupling valves: Unless otherwise indicated, locate valves AL S. The Contractor shall dimension from-00 permanent points of reference. f, Date of extrusion Contractor shall be responsible for damages to utilities which are caused within 12 inches of hdrdscape. building corners, sidewalk, or road .rtersections. etc.. the location by his operations or neglect. Check existing utilities drawings for 9 Pumps. of the following items: S. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings existing utility locations. . with sthe aCiify'-S Representative and controllers: Verify exact location DESCRIPTION OF REVISION DATE CITY A M R'C7►'[0 shall be of type and instaTTation method prescribed by the C. Coordinate installation of sprinkler irrigation materials incluitng pix. 10. Install valve sexes +rattan planters only NOT in turf areas. CITY OF RANCHO CUC�# af��A A. Connection to existing water lines. manufacturer. so there will be NO interference with utilities or other construction or E. Electrical Supply: b. Connection to existing electrica: power. 6. Galvanized Pipe it Fittings: difficulty in planting trees, shrubs, and ground covers. 1. 115 volt electrical service for automatic controllers shall be provided for by developer. C. Gate valves. A. Pips shall be galvanized steel. nixed. D. The Contractor shall carefully check all grades to satistj himserf that he National Standard may safell proceed before starting •o,-k on the sprinkler irrigation system. IRRIGATION S P E C IFI C AT I O N S Institute (ANSI). Schedule 40 galvanized. mild steel screw+d 1. law voltage wiring shall be placed in the same ditch and along side of d. Routing and/or directional turns of sprinkler pressure lines pipe. 3.02 PREPARATION wain lines unless otherwise approved. (dimension max. 100' along routiaig) STANDARD PACIFIC V, Fittings: screwed Deeded wadeable iron, or 125 pound cast A. Waters Supply: 3. When more than one w re is placed in a trench, tape wires together at e. Sprinkler control valves. flanged. maximum maximum 12 feet on center. t. Rtw'iny of control wiring. c. Unions (2 inches and smaller): ground joint pattern. I I. the Developer will provide new meters. 1. Provide a 12 inch expansion loop at each connection and directional 2. Sprinkler irrigation system shall be connected to water supply poi its change. TRACT 13565 PHASES 5- 10 g. Quick coupling valves. 2:12 MOISTURE SENSING EQUIPi M of connection as indicated on the drawings. 5. Use a continuous wire between controller and remote control valves. Except as otherwise approved, do not splice wire at any point. PI APPROVED BY DATE1-'_" !'`a' l approved splices shall be enclosed in an acceptable Dox. h, Other related equipwpnan tt directed by the Architect. 3. Connections shall De wade at approximate locations as shorn ' I ' A. Provide ■odoas shown on drawing for lawn and ground cover areas• as drawings. Contractor is responsible for minor changes caused by CITY ENGINEER RC.E No 249 6. On or before the date of the final site review, the Contractor shall manufactured b Calsense. deliver the corrected and cumpletet' rnylar to the City. Delivery y actual site conditions. of the rnylar will not relieve the C.-tractor of the responsibility of 1. Provide low voltage wires to each remote control valve controlled by 6. Each controller shall De provided withseparate ground wire. furnishing required information that may be omitted from the prints. MOISTURE SENSING FQUIPitEhlf REQ oEslcK + sensor. A. Locate in field as airected by the Mehufacturer's representative DRAWNL.A. Sof 1 T D. Check the system to ensure that sensors are operating correctly• not lc--, NANCY R. [ALMLR, A.S. #.. s I O ^ than four tines over .a 30-day period. adjust or relocate moistur4. sensing ,IBJ PLANNING LANDSCAPE ARCHITECTURF r 1 or L equ?.pment as necessary, per manufacturer's approval. CHECKED DRAwiNG NO -� C. Any relocation of equipment_ required shall be within 15 feet of ,rigirL.; G / loc tion and shall oe a part of the work of this Section. J 17001 Gnwtitht Road,Suite C• Irvine.CA 92714•(714)474 1400 am PP,OJ CT SPIFET #/0/ C //:�. S.C.E PLANT LEGEND _ SYM buiAN,c, NAME COMMON NAME Q0ANT SIZE REMARKlOL1AIL " SAN • 1- BEES pr-- PHASES 5- �� $EVAM�E PINUS GANARR NSIS CANARY ISLAND PINE Iaf—/ A ✓ yam; WAS B.0 I PYRUS CAIIERYANA — BRADFORD PEAR 15 GAL ZO10G• GIlk*I �� T BRADFORD' - B lf- • 1AGtFR'5Tf10IMMIA INDICA CRAPE MYRTLE 15 GAL ZOO.G B.0 24' BOX B C "��I ; } k �Pt• ,��; ! RLTUS LANCER AFRICAN SUMAC Y4 BOX 1 B C 20 O.G r ^. CALIFORNIA 0 PL AIANUS SYCAMORE 6AL IZS'O•G•t O.C. B ✓V RACEMOSAB,C 1� _ ROJEC �� PLATANUS ACERIFOl1A LONDON PLANE TREE mo' gp AREA CERCIS OCCIDENIALIS WESTERN REDBUD 2 GAL �,OG $.L 24' BOX ', ;• ' E (�El dCa�4 PARVI FLOM AUSTKALIMI W IL4 oW 418 5 GOL. ZDro.c• isle. O PINU45ATT1=NUP•TA KNOSGONE PINE 12 105 C><V IS'D.G. 0.,G SHRUBS ANUT Hl1S GRISE US i A CE OE.G CE A O C� � NC N �G l 8 r` 'YANKEE POINT 'V P Y E c ` RAP RAPHIOI EPI$ INDICA INDIA HAWTHORN 5 GAL 3' O C D.G / C . 'PINK CLOUD -- AP RAPHIOLEPIS INDICA INDIA HAWTHORN 5 GAL 4' OC D.E.G i 'SPRING TIM I ` - II XYL XYLOSMA CONGESTUM XYLOSMA (COMPACTA) 5 GAL 4' OC D.E,G SAL CISTUS SALVIIFOIIUS SAGELEAF ROCKROSE 5 GAL 4' O C D ACA ACACIA REOOI ENS N C N { GAL 10' O D,E,G ELO - SEE PLAN E - SEEK LAN MA-�Gt� KEY MAP NOF;7H VINES y{ PARI PARIHL NOCISSUS 6 GAL F I TRI T RICUSPIDATA 0 • � � Bos1oN Ivv — 15 + IS ++r• `• •• A `/ 15 % L7 PLATANUS ACERIFOLIA I 13 � •'1� • GROUNDCOVER 24 IS U` - 10 SIZE AS NOTED • MITSUWA _ r�J�• �/ � GAZ GAIANIA GAZANIA (GREEN FLA1S 12' OG G % DIG •>� MYO MYOP(HUM PARVIFOl1UM N CL NGE TRAILING) ___ Cn I 15 r • - HYOROSEEOED FLATS 30' O C G D O 24d 0 (P - LAWN MIXTURE -- Z ` IIS ❑ ' � � � HYDROMIX 'TURF' SEED m ` � 7 PINUS CANARIENSIS � + � � � � ' ® ''` tly NOTE. . QUANTITY'S 5HOWN ON THE LF-�END AEE 1=OK C I 1s 24 D SIZE AS NOTED Q` `` ESTIMA-T� PURPOSES LYQ ON . FINAL- UPtT AITIF-� OF� _ 15 � _,�tQ m I O V`�T +• 2,4" l f _ �` �� PLANT M^TL -lAl-- INSTA�-1�D SHALL t3E HALf� �D ✓ffRK 1 O ,� O` +� P>Y ��- I N L7)C.r°•T�� PL-A?-i-F ✓SAG!N Com. 0.5 ols - - - - �• • . . NOTES: 'd� ® 1. ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS 0 ® FROM ANY CONCRETE HARDSCAPE OR WALLS 24TH STREET ' — - --- ---- - -- % �� _ SHALL BE INSTALLED WITH ROOT BARRIERS PER / CITY STANDARD 605 (a), REFER TO DETAIL C, 4 0 SHEET 21 . 12 NNUS ATTENUATA .� x �i . �P 2. ALL TREES ADJACENT TO EQUESTRIAN TRAIL 5 CSA L• `�` • P`� SHALL BE HIGH BRANCHING, 10' LOWEST BRANCH. PLATANUS RAG E M OS A `` 3. SEE SHEET _ 7-1 FOR PLANTING LEGEND �� ci J L7 r L •� AND DETAILS 4. SEE SHEET FOR PLANTING • •n ® SPECIFICATIONS • Sp. �1Nti�T OF ,. ''', � * 5. PLACE ALL STREET TREES IN ole ACCORDANCE WITH DETAIL SEE ,r••!• 00 0 �`' ® SEE SECTION THIS SHEET SHEET_. THE Pz-f+rA4Nu5 FZAcEM05A L-OcATIE-70 ON )`;t-ooD CON7-901-- f9OPEr2TY 5H.41-L- Nor 3C- V7 S�s�c pry o� � Cl-ry of "O'4NCHO GUcAMoNC-A• Syol-✓iv pE5�9 Cd?uivTY of VE-E `o PATENT A 611)0��r::�"T_ l GF—ISERA PAfiZVI1~L-0lzA 0 FL000 5 GAS. DESCRIPTION OF REVISION DATI C1tT 12'-0[ 60-0" 12-0 20'-0' 26'-0' 36' IG p.LL TIDE , 'TIC)"s --+OL-LTi- CIY OF RANCHO CUC MONGA 18'-0' 18'-0' f'�PPROd�D F3'( ' E G►TY fI.lSP6GTZ�2 �G�// � i TREE PLANTING PLAN / FLOOD CONTROL ZZ I2 G gl-4L1 LL 131✓ i SERVICE ROAD ��SP01�1 s I�i L-� �U R- TSF 112 G / PROJECT WALL L s F-r- b STANDARD PACIFIC g TREES, Rv� NST P1�EV►C7tl��L'( , r�i .�A9 z� � • TRACT 13565 PHASES 5- 10 s- -, 3q4 SAN SEVAINE � f I y APPROVED 8Y DATE. 77 0' 20' 40' 80' �...._ U�L� T 1 ���� _ _ Q� 24 53 FLOOD CONTROL DISTRIC � ( CITY ENGINEER RC.E N0._ FENCE W1CpmX&"Mor45Tr lf" DE SICK E:�t ITEC v Nrlen EQUESTRIAN TRAIL H Yp T NORTH LP t ' `i j^- PLANTING AREA EQUESTRIAN TRAIL FENCE `! 1, PLANTING wG AREA w1G M�WSTr[SP.�S Dt�twy NANCY R. I'l11,!�11�.R, A.S.LA S [( T � PLANNING LANDSCAPE ARCHITECT URI }YF 1 21 SIDEWALK r�Taat- A,"T.4 � 1 a PLANTING AREA. SECTION A NOT''r0 SCALE NE C R E D 000 f oR �E1 E2ENc�Or4 NKP ✓ .� 17801 Cartwright Road,Suite C- Irvine.CA 92714 - (714)4=4 t.ro. S.C.E. PLANT LEGEND " ' - I SYM BOTANIC NAME COMMON NAME QUA)4 SIZE REMARK/DETAIL bo Mw17 GRT of WR Y � SAN 1-REE S W-1 it PHASES 5- 1 0 SEVAINE 11 PINUS GANARIENSIS CANARY ISLAND PINE 24 15 UAI (a �" B C RW STREET _ i �— B,(- r--,z ^- f' WASH PYRUS CAILERYANA I B,C 5' 'BRADFORD' BRADFORD PEAR 15 GAL. Z4 ��• B C 10 1/At�lES �'S S G`� flli V• 5 �� I I �~ • L C C125c=�1)A INDICA CRAPE MYRTLE '� 15 GAL. �IQ�, B,C I (0 15 GAL t B,C I I i; 1, 24' BOX B C 4 - ` ` � I I RHUS LANCEA AFRICAN SUMAC 24' BOX B C n GRE5GEIJTA WAY I ' zz_ CALIFORNIAB I ® PLATANUS RACEMOSA SYCAMORE I 15�t_ 1 f I Imo•---•-�. t P 1' O PLATANUS ACERIFOLIA LONDON PLANE TREE 15 GAL �C 'QG B,C ROJEC24 BOX � 1s GAL � e,c AREA c8 CERCIS OCCIDENTALIS WESTERN REDBUD 24' BOX 2� �'G' B � I I VI U LI 5NI(.IrOW O 1 4 fJJ1✓22f. t'AR iFl.� � STRh PN (pl 5 <s�l- Z 'O-G• B,C., �• 2 PINU5 ATTENUATA K_N05CONF_ PINE 14 GA-. 18 0.C-. 1,G — - - ---- WALL h LL 04f/96 Ira /i. t \ ` SHRUBS pVdELU1�16 � C.uRb , I � (r- I � ;� �� � SWALE -PWr=j"N6 Y' CEA CEANOTHUS GRISEUS SWAL.t3 FL. - 9IflEWAl1� ��d �� PL.AArT�Nb A tj0A rL,AN ING 12 18 el f I N.C.N. 5 GAL 101 O.C. D,E,G ae� 'Y.P.' 'YANKEE POINT' z' M.W.h RIGHT-O) -WA I INDIA HAWTHORN 5 GAL, 3' O.C. D,G ` RAP 'PINK CLOUD' L UD' INDICA S�1` 12000�N Cofz�MC� PL�1S � � �. 'Q.C.' 'PINK CLOUD' >6�� SIIT 2 aF TH/S PLR/Y SEf '°'z'�A' S.5 ,� ` RAP 'SPRING TIME I IS INDICA INDIA HAWTHORN 5 GAL. 4' O.C. D,E.G �� �� ✓ �! SPRING TIM ' Fol Ca�4D/nf(� � ORA/ivAf>E .. 1.5 , Sr—CTION 5-6 ( i ,I � `� � il; ; i , XYL XYLOSMA CONGESTUM XYLOSMA (COMPACTA) 5 GAL. 4' O.0 D,E,G NTS ' ' I f 24 H �1 SAL CISTUS SALVIIFOLIUS SAGELEAF ROCKROSE 5 GAL, 4' O.0 D.G �Qg GIVEN,IAWe- ` ACA. ACACIA REDOLENS N.C.N. GAL 1 O.C. D,E,G t0' O.C. SEE PLAN GRI='SGEt1TA WAY � „ KEY MAP � . nloR;t: VINES ' GUN1TE SWf�L1� -J� ?� PART PARTHENOCISSUS BOSTON IVY 5 GAL. F TRI TRICUSPIDATA SSE CIVIL- P!�)J SE=GTION G-G A-2 sHFF_T f- 0 - Pty R0U6d-F e= -, N TS GROUNDCOVER t �• ' "(E --- MITSUWA YELLOW' FOLIAGE TRAILING FLATS 12' O G G ! �•• •'�• •1 • •••• �•�• • •1 • ••• � � r •• --ANIA — —-.-__ GA7ANIA GREEN J ® � O + - -�•`'� . MYO_ MYOPORUM PARVIFOLIUM N C.N FLATS 30' O.0 G - ��� HYDROSEEDED SEED ® ® _ LAWN MIXT URE 8, PINUS AfiT�Nl1ATA _ _ M -- _. /- HYDROMIX 'TURF' Lu •a�� • •�� NO-FE: QUANTITIES S}+OINN ON _T HE LEGF•Nb � �f� SEVAINE T ______ _ - SAN � �`�` �� QST I M aTt� �z�S�� oN L.`f. FINAL- Q U ANTI-T i MS cnF I w rYr NOTES: +- — �" - . ... . a..... . �. �� K-vim �— -`` •LL 1 - - — U . - ............. - - - x-�--� ALL TREE TRUNKS THAT ARE WITHIN 5 OR LESS FROM ANY CONCRETE HARDSCAPE, OR WALLS, � - SEVAINE y —� _ _ ` *� �_ ® U- BARRIERS PER SAN :� o SHALL BE INSTALLED WITH ROOT LIMIT OF WORK - w _ - _CITY STANDARD 605 (a), REFER TO DETAIL C, 2 SHEET 21 . 3 . L-A 6 F RST•�OF• M 1^ I N t� I CA ' 15 SAL �Hr✓LL �I Nom'' - _ ::. ALL TREES ADJACENT TO EQUESTRIAN TRAIL 0 '39 I 5 GAL. SHALL BE HIGH BRANCHING, 1.0 LOWEST BRANCH. 10 � ��� - I� GrAL . , 22 PLATANUS R�kt05,� . , Z P � i 5 GAL. SEE SHEET FOR CANTING LEGEND AND DETAILS SEE SHEET S FOR PLANTING . , �� �" ��� �• . ars s q f o• .�.• �� .s• ' > SPECIFICATIONS �o fZ • * , — H U S L A �� �o " PINUS ATT.ENDATA PLACE ALL STREET TREES IN - �\ *,t W 5 GAl-. ACCORDANCE WITH DETAIL ' I ' SEE SEVAINE U) SHEETS. it AOcS, A �e \pO -" e ® a ,_c-�c ��—�-=-�- > .--�e s�. Z FLOOD CONTROL SERVICE ROAD J 9 y _ ■ Q - �® © \ \ \ s , e , w Q ADD-D M.W.0 ,1W, P/PV1iNF5 XEQUiREm�-s y \ - SEVAINE SH DESCRIPTION OF REVISION DATE Ah'�D V�OAK x LiM,�' �F CITY OF RANCHO CUCAMONGA 2124f - - �' �-- TREE PLANTING PLAN o.Q��'�` PLATANUS R��M0?;4, �, �, o _ _ STANDARD PACIFIC • 'S of tf` Q¢ 15 GAL. SEr " ,T "' n�, s �� TRACT 13565 PHASES 5- 10 - j 32 C�IJJ14ZA, 'PVI fL,0 ' APPROVED 8Y DATE ' CITY ENGINEER RC.E N0. 24953 S GAL NoT1r� -}-� LL TK�� L DG1AT I els r�1-�ALl- t i i ( G 0 20' 40' 801 c a<s I c K 5—f THEF Atc, �+ o t""KI O z To I N STRLLATION . Ir- N cif l-I� T}tE C,(>t�f-jT�4C-rZ SIL. p'jf3 �T�- 'f" LI�1-tZ" . R�wM NANCY R. PA[.ML'li, A.S.L.A S [)E'T 1 PLANNING•LANDSCAPE ARCHITECTURE RF_M0V,4 SI D TZEP �TIIKd I=1i� HYp�T NORTH 12 or 21 `M Tt�EES , S1�1zU8S N�f Pfz�VIoUsLY CC cc K EDRAwlhc ►+o 17601 C-t—i6ht R..d.Suite C•,mine.CA 92714•(714)474-1400 Pr oju cer SPIE LI #/0.3 0F PLANT LEGEND -4`(DRocsse TURF I _ ' S.C.E. / _ K. - A Sti M E3viAtJil� NF•ME COMMON NAME CHUAN SIZE HE MARh,I�t- TAIL _ _ _ -- GERSTROENIIA IrIi�I GA HYDROSEEDED TURF MIXTURE I ?�}-I U S LANCE A - � Co LA --r SAN TREE S < � - - - ,, :� —\_ a� Ali 1� &AL. SEE � � L I PLANT ING LEGEND IS CAL . _= sEVAINE �� �--' PHASES 5- PYF3US CALL E RYANA U G 1 LIMIT OF WORK LIMIT OF WORK ' WASH I�r �� 11� �� --- tr12ADf UR[) _ _ _ _ _ - 3 t 5 GAL .;O�O,a B,C + �Q --'b n LA&ERST70eMWINDICA CRAPE MYRTLE B C T 2 4` BOX _' RHUS 1 ANCEA AFRICAN SUMAC 25 15 BOX OG B,G '24 �— L CALIFORNIA C R E S C E N TA WAY — �-- - , - -- - --- I - -- " I C Pl Alftlitjo X — I , I �� �� - ARE 24' BOX B C • - • BE- • • • ■ r.� y �� • ARt3U-TUS UNEDo STKAW*ER•KY TR>=I— Z4 b+ox G • --- -- - • • to to to tr • to I� • MWD PERMATtiT RIG�IT OF W�IYL—� IHInnnlHr nnlntnm nn nnnrrtnartn Innn�nnnfnnnannnrrnnumynnnnnuunn�nrHHHrunnNHrinnnuannnnnnunrnnnnnnnnnlnnll{IlnrMlnnn Vlnnnunnnlnlnlunnulmnik'..•nnnu•• unnnrnlulyHrlHnurunlnnnnfun mnenHrt Is nlunnnl H.AnnnnnnrVn,mmnnunnnnlltn/Hlwtrl••�netrmlflmtt•tn/nrrer �� '�µ�� ----- ----- _.- -- ----- is w � _4 - _ - DEEP ROOT) PLANlNG SETBACKco • 'I -tr. U �' ,� ����' SHRUBS Q / W 3 - LAGERST ROIrM AA I N til c A �� . � CEA CEAN0IHUS GRISEUS �• t41-110ce • Z X /` '1 'Y P' YANKEE POINT' NGNr19 5 GAL 5' 0 D.EG _..J I GAL .CENTERLINE OF EXISTING PIPELINE 9 Q �y �" R P - - -- --- - - - �• —��- ;�- 'p I K l U - INDICA • ' f W ��• � I �.I Si•h�NG TIM , 1 • • � .• I ' ' - _ -- - - `V CIS. Li ' Q - - -—. _. _ . . - _. • M. W .D. - - _ --- -- -- SEE PLAN • : � � � ____ __ _ _ ACA ACACIA REUOI ENS N G N ZI(p 1♦ GAL 10' O C. E)E G • • • �' • • • Ro�sF4�IpELME • • • • _ . • • • Q / ¢ G QED. _ �� - I 6�>✓ . KEY MAP W '• . s •; - Q � � C Le'. •! �, • • � • • � � � � • .� NOF-H VINES Z PART PART HE NOCISSUS _ ' • .• � E SOOT) NTING &ETBAfK • - •— — /• ------ • • • + I LAG�PST plGf� - - - - - - - w .e • • • • • • ` • • ,i 1• e r 15 w � t NOTES: 1 1-1101 ut yVurtr\ LivllI Ur vvur r\ I. SEE SHEET Z I FOR PLANTING LEGEND GROUNDCOVER GUN 1 T NAI GOhfil N Uo In - - AND DETAILS. tv1 T5l1WA Y�III�Vti- FA,A = -- - ----- - -- -- Alia.. 1 - - - -- �r o Mu�H (A-CH -K Mir) 34 GEA . Y.� 67 -- - ----- _ - - -- - SEE SHEET ZI PLANTING r .o; c�r<AdIN6 2. SEE SHEET � FOR PLANTING LAWN sX1UR HYOROMIX 'TURF' 35,E SEED LAWN MIXTURE rl 6-A L_ OPEI TIDNS SHA1 - ACCOMMODA-r: SHTZEIJD�� M�f�� fz�.ulrr-EMEr+'�' SPECIFICATIONS. 31 ./4jPt!�,UTU,3, UNEP � RNUS LAt�GE•A U LlT`f L��Nt� 6 L• 3. ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS �fi�'�r � 15 6fAL . I�i P� HYDROSEEDED TURF MIXTURE FROM ANY CONCRETE HARDSCAPE, OR WALLS, N WITH ROOT BARRIERS PER mss: ciuAr�-r1TiE�3 sI-IowN ota IIA - SEE SHEET 21 PLANTING LEGEND SHALL BE INSTALLED l=st�M Pvlcl�s�s ��'Y' r�IN�►L- �UANT1'rtE� of PLA NT ��"T�tZ f All-- IN-sTr�rL 1- � SHALL !sE -�GJERN�D PSK Ttt� 1 NSI c�T'� PL4•T�7 s} ►cI m Fa. CITY STANDARD 605 (a), REFER TO DETAIL C, -rj4Is PFZO-�EGT L �bSCraPE rl.�.N N/MS /°ivC -17E� /�S CoM p L.6:1 1=b'R Yi=O GL SS I rJ t5. SL10 Ir- T'o -r++F-= 148 ACA. RED. LAGERSTf<0eM.IA INDICT SHEET 21 . ��FE�Iv� �� `�'�`''"' `RY ", I e�L-• 8 - Irl f�A 1-- . © x�R l S co P>E ot�a I r3A r.>'c� , 1 24" pox 10 t-,A6Ef�sTRo�MIA I1JDlCA 4. 5EE SHT l$ ��� ST��ET T���s. 4 &A L. . r-���. R 4�U5 LP�I`IG A 15 �� 12 G�L l (� 2 L_A6ERSTROEM IA I NDIC^ 5. 1�� FLAN TI N CSS SHALL fzSP�GT M.W.V. 15 SAL. - - S�T��,K.s• Tu�Ft31.ocx LIMIT OF WORK LIMIT OI* WORK LIMIT OF WORK ir CRES�CENTA 3 L,I���'T��I�lIA INDfGA • WAY 2 RNUS LANCEA r I� COAL. (� C�?.L Bi so • tD MWD RIG -0 -V;"y • , is t r1 1111 1 1 1 lri11111 Itllll 11 1 11.1111I.wrt�STrt ,. 1 1 111111 Y IIr1 •1111 •111111111 11 M' - r 1 111 111111 1 1 1 1 1111111 1 /ltl 1 111 t tlrtlt IIt11 Ilt tl/l 1f 111 x11111111 111 11 rH11111111111.rlllllll lilt 1111Iltl 111 1111 if lrf if l/ftt 1 trllll Atl 1111 H/N 1 t1 1• .11111111111 1 1 1 11 11 Vr�►/••••H•••e•/• 1 111 11 H 111 111 lllfl 11 11 lfll if/a! 111 111111 11111111111111111111111111 11111A 111111 1111/lltlllAlllllfllfl 111111111111lIt 1111 111111111 t1f111111 Illil 11 l.lfllll it Illlltlll 111111 llit 11111/11 1111111111111111111• � 1 Hlt t 11 nnun(jIHLYW1lTT}Hlfn H11111NIIIIn11111t11Y1HiHllill UlnllniNu111111m 11uTR1rIRNe.WWlntul 1n�nnn1un11r•tlrYlHmnt Ht n.Hfe1h 11RA.yJIn Hummnunnunmll�luuwulunnnnnn un unm mnnnHlHunlnHunuuun nnnlHunwnut Inl/l mmuuumuun nununm nI7MaNl.• nnnnlmnnn nnr Innnu nlm'innnlrnlllullllnuul IU • 1 � W ' . 4 � , - 1tE 1 • W Al . `� , 1IF (q • /� �_ _ • a.}.r.Bo PLANTING SETBACK • _ . �_ � -r_ , IF Q— LU _ _T. • CENT RUNE OF EXISTING PIPELIN 9(0- SNC O _ �XI�JT- M D MAn1}�OL W • • • . • • • ` ' • 0. — �. • • 1z0VT�� 20'-w1a N' UJ Iz ZON�A1—LA � • • e • r� �� a �11� • • • �� . `� '.��- _ .' - •• � � �� •' _, �� •� �T �. • (� � LLJ 2 � � �� lo' (., lam: • •� • e POSED PIPELINE • - _Til 4I�•--�- --- 1 - T ♦ • .�1 nal ..-� _� •• a • .• �_ O (0 Lij • •. • • •• • • • • 'e r. - - go L 1IV11 i LJf �i If Ljf tr\ .St" j r' L1IvII i LJ1 1f V 1,11 'lI� St; L 11vII I LIi V v i�€ i 1 . f�pt�E17 M-W•D. TzEOUIe�M�NTs / �� ���/ C f l ? 'r•. � ri � `I`>`� 1 1 `,C�f) 'J 1 'I JEi � �; 1 1rt 1 I � • Y. P 3 ^fz6uTU� Uti11=C© DESCRIPTION OF REVISION DATE C'T' f� RHUS LANGE�'• S C7AL. A►�ROKD �- j� GA L-' Is m CITY OF RANCHO CULWA ONGA �R 2¢ 6z7X 2 !.•� M I� ' I til DI�� 1 I N�IcA m I 1...�46Eiz,STRO�MIA I 4- RHUs LANCES i 3 ARE50705 UNMDO IS GAL '� 61,44_ PLANTING PLAN (M.W .D.) • 15 61A L_ I� �L . . - 4 PHus t.••.ANcE�. y 44•. CEA. Y.P. '� s cA,�. N I� 6�,L• STANDARD PACIFIC .. TRACT 13565 PHASES 5- 10 �6uT D � 35 A U E o 5 U N _ I, iQ c 4 I� C�p•L' G � Mu t,ct't C4 rtN1cK- MAT) , r SEE SHEE1 :.: 1 PLANTING N�iEe-•. ��•flIN& ,�C � APPROVED BY '.� DATE I �- tax 2124 �'+ CITY ENGINEER -A� �� RICE. NO. 24953 OPEC-Arts O ry s sFFA 3-l� P�CG o MMOD�T� s f}�Pp� MULCH RQVIfM�`+TS Q-44 7 rn Cf SIGN T _ R[ P 17. 15T I NG G u N I T �Y',�..� Gfit-�1�N UO usIzo 10, 401 4 2 '92 ' ►4I I T oo •r �� �RawN NANCY R. PALMER, /1 �j – w ��••�� PLANNING LANDSCAPE ARCHITECTURF y, 1 0� 2 1 Ok �+. CNcCREJ DRAWING NCL NORTH 17801 C•rclrrighl Ro•A.Suite C• Inirle.CA 9271 (714)474 1400 PLANT LEGEND S.C.E. Sv M NAME COMMON NAME ODAN SIZE IRE MARK/OE TAIL SAN 1- REE S SEVANr1E -- ,� �A� � �� � � PHASES 5' I F'INUS GANAWE NSIS CANARY ISLAND AND PINE 1' DOX WASH ' PYRUS CALLERYANA BRADFORD PEAR 15 GALBRADFORD' . , .�17n __-- II' U�"RS?R-06M{A, INDICA CRAPE MYRTLE 15 GAL 'j�Q�j B,C I 1r—J • 1' BOX B C Ir .� 15 GAL I B.0 RHUS LANCE AFRICAN SUMAC 1' OX CALIFORNIA — � 1 ® PLATANUS RACEMOSA SYCAMORE lf►GALB f -- — —T— BC II RO lEC o PLATANUS ACERIFOLIA LONDON PLANE TREE IS GAL 5-- 15'GAL 1 AREA ® CERCIS OCCIDENTALIS WESTERN REDBUD 21' BOX 20 M M' O j 1 1 \ \' SHRUBS 3 Cf,-E7. NoE. \ CEA GE ANOT HUS GRISEUSN C N y'O7 5 GAL 8' Q,C, D.E.G Y P . 'YANKEE POINT' • � \ I PAP RAPHI0lEP1S INDICA INDIA HAWTHORN '41;-' S GAL 3' OC D,G 'PINK I �►P_ SPRZ. CLOUD' RAPHIOl EPIS INDICA INDIA HAWTHORN WT_H_O RN S GAL 1' O C O E•G PRING TIML' . - - _-- --- a I - p XYL XYLOSMA CONGESTUM XYLOSMA (COMPACTA) 41 S GAL 1' O C D.E.G -- --- cis AF ROCKROSE S 5 GAL 1' O C DG t8 1tl✓L.. NUM. �4TF• _ ► - ,: .. SAL clsTus sALvufouus sAGELE rr I•G -- 0 - ACA ACACIA RED OI ENS N C N I GAL 10' O C. D.E.G \s�� � Oil AaE. aAEL-1 c�f�wfl r-I.oRA 5c�*1-• 4 O.c. o,�,� iKEY MAP •�.�.' �QW�,"�c,I,E� ,,s>;L IA PwA 128 >s��. 4' P,6,& M - of VINES I CEA .I `�PI ', NORiH rsl�r • /� VNCs. UNGUISµCA?I CA-TS GL.P.W t8 6 GAL f 7 i ti. • 7 A ------- - — >_.NOE. NORTH ' .� GROUNDCOVER F+Yteo >71an Z4 1-f E.l� . NUM. _ ♦ _ 11 J NEL. HELIAN-ruEMUM SLI IJRO 1530 1 EAL 3o O C r' S TURF �0 1 w5 Sf` ((� I 6v^L- ► .. �/ NUMMULARIUM - _ _ - - - - - - - L ,r, 12,1 +15 FLATS 30' OC G - - - - - - - - — /��". > ' to 4r XYL. sem. � MYO MY(>F'ORUM PARVIfOl1UM N C N SE• f �. HYDROSEEDED z DROMIX 'TURF' `� SEED f — 6r4Z,A N I�. ---- 35c o FLATS LAWN MIXTURE o� / (p- < A M Ir5.0 WA Yeu.ouu z on+�i. S.P. V� Q : � �" 2� GIS. ShL• � � .Y • y NOTES1 00ANTITI� SNoV4tj oN T1-}a 1_.�6�ID AIM �FZ ' � >=STI MP�-T� FllfzPos�s ONLY. T=INAL C1.Uf�NT ITI M✓ Ol= - - - 28 H E L. N V M. j F�-ANT MAIMI A L. I N STA L-LI=17 SI-+A LL � C�I�-KN� S 6Y TfiI� I Nv i c,4T�D rLA") P��GI N6". &AL •;* THIS PROJECT LAMDSCAPE PLAN WAS / ACC E-PTS D /�S COMPLETE• FoR F'KCX— STREET ' ' PRI OR TO TH El �->_>✓ C-r,vE. �A,--� JAN UAR Y y NYDRo5EE�0 711RF , 24 H �- • ' I71 Ig90 of -r�+E xEKI�P� 01�•i71Nr4NC>✓ . R % s \ �o o _ o i. HF- L. NUM. �- PDX. IN 6p . 0 �• :� I COAL _ w, 5 1 • P _ L 5 loo• Hr-L-. Num. .. •- •• / �aL.. 3� HEL. NUM. R •. ) COAL 5 C-PAL. 5 2124 . s _I NA!(11 4.22-92 G P r �' � 48 H EL. NUM . '� J �� •-- � O �. COAL � Of C��� SEE SHEET FOR PLANTING LEGEND AND DETAILS .� �N SEE SHEET � FOR PLANTING yr 80 H EL. NUM 4. ,�\M\ SPECIFICATIONS r I &A L . 00 CD - ' MYO. lk FLAT n ti y. `' " DESCRIPT1pN OF REVISION OAT CIt'f to .•r A►►�"W"t D I GO CEA. 'Y.�' w . I . ^�.� ' M • s " • , -30 Hr-L- . Num. 5 GAL. � 8'o.c, CITY OF RANCHO CUCAMONGA z t ^• *'�'. '" I GAL ' - SHRUB & GROUNDCOVER v � 3o HSL . NUM. PLANTING PLAN ( GAL. , STANDARD PACIFIC TRACT 13565 PHASES 5- 10 332 GIS. ro�L. APPROVED BY �1 DATE �` 1•' 5 GAL. N o-r-E CITY ENGINEER ZzZL � RCE No. 24953 ALL TT;!-E L.00-A706JS S4ALi_ it�OV E t l Lr>'f CrT7 INS 0f 20' 40' 80, Dc SIGN c►� a c o o C.6A1_. 39op s F. PES- � _ .�, 's� - Pizlarz ro INsT,4LL�.-Flcfj . jr- NaT, LQ GAL. Fel=St�N sl �� Utz ��IW- NANCY R. I CAPE ARC ITEA. I,A Asa SANE[T �1 5 ��*�oYAL A.ND Ki=-PL-r4 NT I N6 NORTH - VD12. PLANNING•LANDSCAPE ARCHf'1'f.C'11'RF 4 Pt•e� l- � /� 21 `+ _T L_ 1 -T-rt-mss, s}�2uPys NcJr- PK VIousL-f -KccKEo o���,�c oto 17801 Cartwright Road.Suite C Irvine.CA 92714 (115)414 1400 S.C.E. PLANT LEGEND t Z7 1�oX. U 1�6. SYM BOTANIC NAME I COMMON NAME DUAN. SIZE REMARK/DETAIL '2r 4441L- 0" Wr--�-N WAS L __ � SAN I-REE S SEVAIfVE 15 UAL -`-- -- Ei c, rlLA-rr �.,�I�. _� PHASES 5� PINUS GANARIENSIS CANARY ISLAND PINE 24' BOX <x B C _ �� 1t WASH t PYRUS CALLERYANA BRADFORD PEAR 15 GAL. ALO +O•G• B,C X00 Ht=.L. NUM. 25 �— 'BRADFORD' B C CIS. SAL � �.. 1 E14L 5 �L ��• y-0U,S �11I. r �25-f1'.�MIA, INDICA CRAPE MYRTLE 15 GAOL. IQ.Ci� BB,C Id z- �• IO _�I 'SHEIlIL_ - F'INIG 24 8 57(0 Is. sp.L . MIS '' . 15 GAL. Zv +p,G B,C IMI 1 Y I 111 I ;r— .\, RNUS LANCEA AFRICAN SUMAC 124- BOX B C 5 1 I�O G�A• �(, �' i. P \ P CALIFORNIA O,G, B PLATANUS RACEMOSA SYCAMORE GAL 1 _ I�YI I �✓ - ' P 15 GAL. 1 B,C ROJECT O PLATANUS ACERIFOUA LONDON PLANE TREE G�/ I LIMIT OF WORK 25 Glg . SAL.. AREA `fit ' , 5L ( \ CEHCIS OCCIDENTALIS WESTERN REDBUD 24 BOX 201 �•�• B,C LIMIT OF WOK ; w� -� •�.� . 1 O ..�• ,. -�- - - y -.�..� `- _ ,-• i-,.�'-. ter• --; - �+'�. •__ -�--'' -'4�r� �• .•� -- - -- -- *r'>-. ���! ♦� � ,/, '� �. ------- I M W � I�, l( . . , . •. . _�.. r i >a r r � >C � r ..,•---,..., T � !1 ..; \ i -- rJ ..� i' r f ui 54 2 M YO. 1 cs j- �� i S.f S VA �N �L N IUM , ., SHRUBS FLATS 3o O• G. E , 1 � n y* y'. ,, `��• �� i Y SA s� �s � i ... �"�`" .�. '.,'.:i 'r., . I ANOTHUS GRISEUS ,E.G 1 I Y.P. 'YANKEE . :•.. , + RAP RAPHIOLEF'OISNNDICA INDIA HAWTHORN 5 GAL, 3' O C D G C. � ,\ ! 'PINK CLOUD' } _ . . . . , tw► .. I1 t INDICA 2 4 D,E.G i ,RAP RAPNIOLEPIS IN . . ;: > _ _ ., ,, .: ' WTHORN 2 5 GAL O C -.+.« �•;..'^s'"�.� � ,tt y INDIA HA Z 3 , _ _ ;; ,_i t� I I' � ✓ a � 'SPRING T ME --- - - 1 XYL XYLOSMA CONGESTUM XYLOSMA (COMPACTA) � 5 GAL 4' O C D,E,G FLOOD CONTROL SERVICER Y ---- -=-�J= CIS ELEAF ROCKROSE 541 5 GAL 4' OC DG = ROAD MM U — _ � ! ` ` _ SAL CISTUS SALVIIFOLIUS SA — ................. _ -- _ '1` • ' O --- --- _---__. __ ACA ACACIA RE DOLENS N.C.N. -� 1 GAL D,E,G l0. O.C. SEE PLAN SEVAINE P -�� - _ IZ S A ��� , , '_ _ -_ -�.__ KEY MA LIMIT OF WORK _ ��q - �_ NOR 7 H VINES s�`^� y >7on DOXANTNA CATS C-L-AW 50 5 GAL F UN6. uNGU15 -CATI J tt 150 HE-L. NUM • GROUNDCOVER 1 Vt `L �+ Q.G. FIEL HF_LIAK7HEMUM SUNf�OSE iCIl�(D IGAL 31c O.C. (, _ AI1)MMULARIUM MYO. MYOPORUM PARVIFOLIUM N C.N. 15 1 FLATS 30. O.C. G -6-• SEED - - -_ 1�/ G��• ��L. HYDROSEEDED HYDROMIX 'TURF' LAWN MIXTURE 5 GAL. @ 4' oc . 214 Gt% .' NOTES : QURNTIT I SHOWN ON THS L N d Atz� Jaz ESTI M�4T� f:"J ?SI✓.s ON 1-Y. FI NA L- Q U A,N I T I T I E-S DF 5 GAL. g' p G• Irl_#.NT MA7TfXlA!- INSTALI-EED SHALL BY INI�IGA r-L.^�C r �• Ae-- l 1�1E>. THIS PKOJ EfCT LANb5G--AP= PLAN WA5 AGGET�T�T� PSS C,aM rl_r_ 'L I=`OR P�OGIFSSI NC> Pim I O IZ TO •-r4f✓ E>�EGT 1\,1 I✓ DP�TE Jf�N UP TAY 1-71 119 OF �� X1=tz1SCAP� O1�INANC� . MYa PLACE 5Z G 15 SAL_. 2 � I L SOX• UN6. 7. r7 6TA L_ P cie s ` + HYDROSEEDED TURF MIXTURE SEE SHEET 21 PLANTING LEGEND �� .y. LOO C 1. F� G7iQ. ,t�R' `' T'► Q` . 1 23 GIS. SAL. . * f': 1 4: . �. LIMIT 1 , 35 GTS s�L. OF WORK F A 040, 1 > \ of 0 r r. �• r � 3Co HL L NU M. m 1 MYo. SEE SHEET FOR PLANTING LEGEND 28 NEL. �IuM. SE Cn FLATS X84 s.� AND DETAILS \ I Gil\L_. If • ♦.' J � 7CJ QC . � Y 5o NEL. NUM. _ SEE SHEET � FOR PLANTING i,. �. ' •'C�• .,• Y . _ - O� SPECIFICATIONS � \ 6 - - z ERVICE ROA — WBOU %ol '� �� G , FLOC CO M.W 2-1 � G r-A. Y P ::.;.:.; O _ - C ��J,q SCRIPTION OF REVISION opt[ Aro*"p .;t.:::.: L 1 G T r �e _--- SEVAiN Z OF \N OR CITY OF RANCHO CUCAMONGA SHRUB & GROUNDCOVER 30 FIs. 5AL . , - S A cl . I l sem• o 2 •� PLANTING PLAN (P / o � 5 GAL. @ 8 0� STANDARD PACIFIC MYO• � � / g '(� FLATS � 3o s�. N / 0 122 HIE L.. "u"' TRACT 13565 PHASES 5- 10 � 30" p. G - •� i GAL_ C� 3`-OG. APPROVE Y T t N APPROVEDBY DATE A L_L T1'�EF_ L1aC-,Tl D t`h3 S}•Al P �'.•r f,. 24 9 t� _ilia �rrr I►.1SPEclz CITY ENGINEER; RC.E N0. P�Io To tNsrAL• `t�ott , I� t�ie�t-, (�8 G�� sL. 0 20 ao � e1f -1:H>= COKITtC f� ALL, > 5 G A L. @ tz S -I F-51-r- FtDtZ T-4C►t'L < �EMlCNi4L- ��p ��ANM N6+ �R�►wH NANCY R. PAf,MLR, A.S.L.A It If T PLANNING•LANDSCAPE -IRCHITECTUR '�t;'ems, � 1 (DUSL f NORTH LD1 150 i 21 _NECREJ 0RAr1KG NO NY 17801 C.awright Road,Soite C•lmi-,CA 92714 (714)474-1400 NOTES: ALL STREET TREES SHALL BE INSTALLED SEE SHEET 21 FOR PLANTING. LEGEND PLS PER CITY STANDARD 601, REFER TO AND DETAILS /4,4D MINIMUM '5FACIN Com. DETAIL I SHEET 4. SEE SHEET !`� FOR PLANTING R SPECIFICATIONS ` TREES SHALL BEP ANTED A MINIMUM ' OF 3 FROM SIDEWALK TO COMPLY. fi 1 ro ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY .CONCRETE HARDSCAPE, OR WALLS, SHALL BE INSTALLED WITH ROOT BARRIERS PERawl �' CITY STANDARD 605 (a), REFER TO DETAIL C, y SHEET 21 N � - � 1 e, t ck 32 . .STREET TREE E E .•TENT 1 ! UTILITY LEGEND A_ STREET LIGHT COURTLDSL ` Al - m FIRE HYDRANT 6 .. R , / WATER METER � SEWER TREE LEGEND HCO U R'T STREET TREE LAVE SPLICER BOX ABBREV. BOTANIC NAME PRIMARY SWITCH LAG. LA�GEER�ST�ROE IA INDICA , 20 0.c. MW, o HANDHOLE ' C a PAA EOa S I PEWAI-14 AfCESS STA T TizEE N >=AS�MEt NT -20' w�r�E rYP LIQ. LIQUIDAMBAR STYRACIFLUA, ZS'O•G. MIN. O FLUSH SWITCH 4 PLA. PLATANUS ACERIFOLIA, 3C 0•t✓ MIN. 4 ' I ✓ ` SAN , ,�►� - ,,.} ,. 1 PYR. PYRUS CALLERYANA 20 o.G. sEva� 1 •BRADFORD' WASH 1 f ` STREET TREE EASEMENT LINE - _ 5' WjoE ?YP. c , 4x 17rt 20 led 41 zY+ 1 V � 16 bey, ' 21 /� f r s22 STREET TREE EASEMENT LINEKEY MAP oil* ' `' 23 5 ' w,r>F TSP. NORTH C rI R E- -0MAN � � R,6VI5E DRIVEWAY APPROACNES� A"_OCATE ,g , N-T,--,-,Il— . I-El sem- 1 I , ° � TREE'S tA(NERE I{(EE,DED. TY DESCRIPTION OF REVISION DAT[ AMROYiO � I SAN GABRIEL COURT CITY OF RANCHO CUCAMONGA sr y STREET TREE PLANTING PLAN • , 21�� ,, FOR TRACT 13565 PHASE 5-10 sf ,r STANDARD PACIFIC NoT� 9TfF0 .�_ ALL T7��• LoCf�Tt DNL S Sµa!_ PyE OF CALF APPROVED BY: DATE.�L 5 � APPI�VEI] sr 7'+S cI-rf w5Pmcrzx?- CITY ENGINEER Z6(.I RC.E N0. 2-4 PI-IOrL -I-0 1N57ALL-ATf0rJ. 1F NOT 0' 20' 40' BO' DESIGN . RE N o - 1Z,EM(WArL. AND DRAWN NANCY R. PAI,MLR, A.S.L.A �_�� 5 EET L - ti r / �DyJ PLANNING•LANDSCAPE ARCHtTECTURF NORTH 1" iL1 1Li • CHECKED DRAWING NQ .5" L- 1 � IMIGn.rri`ht ROW,suite C•lr.ine.OA,t7,.•(714)474-" " PROJECT SHEET #/070F //2 . NOTES: ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD 601, REFER TO DETAIL ' I ' SHEET 4. 9 1 TREES SHALL BE PLANTED A MINIMUM OF 3FROM SIDEWALK TO COMPLY. f ,� r ' a< ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS '. � � , k7 FROM ANY CONCRETE HARDSCAPE, OR WALLS, ` SHALL BE INSTALLED WITH ROOT BARRIERS PER a Y • �F CITY STANDARD 605 (a), REFER TO DETAIL C, SHEET 21 t • • ... ! t t ✓` I � a - rr{ 1' f BALDWIN 4 ., " V - � '^-:---.,,,.»..•x......,may --r._-,...,.. -.. u, s,mo.-- w.<-xa w w.+z a .a_.-,..,x... ,•.»s.s. ,-_. - .„_ F ' STREET TREE EASEMENT I N ► ` 4 LAG". S. P ,.. 5' wlvE TYR ow "PPSEO" S IDS WALK RGC E55 5'T'e4er_-T TMC-5- FASF_MEr-- 20' wIPE TYP. 4 SEE SIZE -P_f IMPROVEMENT-PLAN 5 r-0r2 SIPS WALK CONSTfzucnoN CN•I.G,) * k{pp 4. + C / • 2 a,s x $' EASEMENT 1 6WIDE TYP t. • i t r l y f V� STREET TREE EASEMENT LINE .. "`.�. •�' 5' WIPE T YP A ANNANDALEL A1\41 _ . P : o sr EWi�I-K S - c _ � F P - ' WI �s f=M za -�f> .. , le " i SEL S-(>izET IMPfZO\/E-tVtE't�t'f- " t k �1 ii � PLANS,j•� S I DC:WA•LK_ CON ST9 ICTION K I.C.) 22- UGC 1 STREET ~ , 5 WIC -TYR MONTCL- AlF 0 U R T x NDSC LLJ r SAN - SEVAINE ` Y ,.. WASH ` of CA# 1` TREE LEGEND UTILITY LEGEND , I P� d : . i ABBREV. BOTANIC NAME I U STREET LIGHT DESCRIPTION OF REVISION DATE Cllr >' LAG. LAGERSTROEMIA INDICA I?2o o•G M►N. A►►RpYiO $ ' ' LIQ. LIQUIDAMBAR STYRACIFLUA,"'0.6-"N FIRE HYDRANT I `• ` CITY OF RANCHO CUCAMONGA WATER METER " PLA. PLATANUS ACERIFOLIA;'jo' D•G MIN. \ F , - STREET TREE PLANTING PLAN 4 X 4` I PIS• P15fIkGh GHINENSIS,3o'aG.MIN. SEWER I _ SPLICER BOX FOR o PYR. 'BRADFORD LERYANAJ 20'o.G.MIN. , PRIMARY SWITCH TRACT 13565 PHASE 5- 10 :. o HANDHOLE STANDARD PACIFIC S A N D I M AF L , A N I` .' y 8 FLUSH SWITCH APPROVED BY: DATE. NOT� - l� -qtr L _T��-� LOGO oNS sl AU- �E �Jtl �liG� Al- I=mo -r++�cI•r-r IN �IZI ORP PLANTING LEGEND __ CITY ENGINEER , RC.E N0. 24�_ p•Tov �' SEE SHEET - F L G L G _ 4 H DESIGN �. r REC M N ` f-,ttl c>m TO I N ST,4LLA-110 1 I F PbT, 0 2 0 4 0 8 0 ,. s+-+,�,1.-I_.. � AND DETAILS T+�E G�TR,4CTt'�tz DRAWN NANCY R. PAI,MLR, A.S.L.A SItEET Mt=M0ANr> 1z��,c1.t�1T"ItJb SEE SHEET FOR PLANTING va.L�}RUPj j �Cr Pt`VIO(�LY �✓t'�Y –j— PLANNING•[,ANDSCAPE ARCHtTECTURE ,�`•y• 17 2 1 KEY MAP °f VF_ SPECIFICATIONS NORTH CHECKED DRAWING Na NORTH' �AwL IMI C.rtwrW RaW.$Wft C•Imine.CA 92714•(714)474-1400 /���— PROJECT SHEEN' #108OF 14 NOTES: ALL STREET TREES SHALL BE INSTALLED PER CITY STANDARD 601, REFER TO DETAL ' I ' SHEET 4. TREES SHALL BE PLANTED A MINIMUM OF 3FROM SIDEWALK TO COMPLY. _ r•-- f ALL TREE TRUNKS THAT ARE WITHIN 5' OR LESS FROM ANY CONCRETE HARDSCAPE, OR WALLS, ` ' .SHALL BE INSTALLED WITH ROOT BARRIERS PER f CITY STANDARD 605 (a), REFER TO DETAIL C, r SHEET 21. - `, , �f • , " � _ t � � � , l ted` t t i # � l...- ,,.-^°•,•,-! ✓°"` ? A .ror^"a 3 F0 C moo- Nl f 'k, ttTT 4ts 4 . 4; - .fes' yam_ F! • lS.} Y R, 5 --£ l + oi j A. "rAS Fe 910 EWA.-e ACC FESS gf'Q tTme T T YvrDE T�(P ` �. a • . I SEE Folz 5 f5T� 5 WIDE 't Y� L^N'S AEWAL.9C CON511Z ON ^v `. f f � i• t r y • e - w " 23 PYA- • � -- - 9 • - � � � • R.- 4 - � ( �� � - ray, __ DS 41 L 1 CIOQ 2124 LOS ROBLES COU RT. W. R..P WER ISTRPET T - OF C •, - f 1 i Q l 5 rt _ =� - 151 WIDE 'fYP F �V � — TREE LEGEND UTILITY LEGEND DESCRIPTION OF REvlsloN o�T� r;„�„ y ° ABBREV. BOTANIC NAME j v CITY OF RANCHO CUCAMONGA LAG. LAGERSTROEMIA INDICA.*td e.c.101". STREET LIGHT ` I "E ,r'N •, = STREET TREE PLANTING PLAN . �/ `, FIRE HYDRANT LIO. LIOUIDAMBAR STYRACIFLUAr W0.o.M . I c FOR PLh. PLATANUS ACERIFO�IA, Sd OG,MM. WATER METER SEWER 1 0 . HASTINGSRANCH TRACT 13565 PHASE E5 STANDARD PACIFIC • PYR. PYRUS CALLERYANA� 0010-0- MtN• � SPLICER BOX �_ •BRADFORD' PRIMARY SWITCH l5 9� Ncrm: • - p►L.L_Tt�� L.ocswTIoNS �-�-1- � APPROVED 8Y: DATE y pPRdJ>=D P'f -Ti4E e--" I HANDHOLE CITY ENGINEER RC.E N4._.__� SSE SHEET I. FOR PLANTING. LEGEND o• 20• 40• 80• ® FLUSH SWITCH , DESIGN f NEC 24 Tt� CoNTizfKTolc SHAt.I_. - ��sporsl�� AND DETAILS � ¢. t,M dVl -I-- A'Nb ��dttT►1t Es SH41Z_u rJoT ?fcF�/Iot3sL'f ` "AWN NANCY A PALMLAR. A.S.L. . �D lI.AIrIJI1VG•LANDSCAPE ARCH URE s�V. 21 � >c� SEE SHEET FOR PLANTING KEY MAP � - �` a NORTH NORTH CMECKEO DRAWING N!4 �. MR Cw-*bt%a&take C•Lone.CA WM•(710474-l"o �— PROJECT SHEET #/09OF //Z NOTES: ��' ` ALL STREET TREES SHALL BE INSTALLmoo ED PER CITY STANDARD 601, REFER TO � �AM , DETAL ' I ' SHEET 4. WASM t TREES SHALL BE PLANTED A MINIMUM OF 3 FROM SIDEWALK TO COMPLY. 1 .l .ALL TREE TRUNKS THAT ARE WITHIN 5 OR LESS FROM ANY CONCRETE HARDSCAPE OR WALLS - SHALL BE INSTALLED WITH ROOT BARRIERS PER CITY STANDARD 605 (a), REFER TO DETAIL C, SHEET 21. ,, lz Q\` A - e --- - -- -- -- 01 Ib y \\ KEY MAP Sys 14 > ` NORTH r/W (6 r ' �, ✓ �_r � �� � N N �,OP��a�_ ARCADIA � �� � �<9 � � \�0 1�. S.P � ��� SEES SHEET I - . ti H FOR PLANTING LEGEND UTILITY LEGEND bre , AND DETAILS j ` A.` r SEE SHEET 57 FOR PLANTING SPECIFICATIONS STREET LIGHT - FIRE HYDRANT ✓. i t ([r WATER METER rl r 1 � SEWED! � SPLICER BOX d _ A\0 PRIMARY SWITCH t o HANDHOLE Il\~ �:�� �- - - FLUSH SWITCH 5�� ,k �l j 1 - O Amomm"Kaw" COURT.. A L. NAMBR %C)k�)ollll 11 24 via TREE LEGEND ABBREV: BOTANIC NAME LAG. �LAGERSTRO,EMIA INDICA s ST, SF4�LL PINK- 24 O.G. MIM. r, C�LIQ. DM UI A STYRACIFLUA i t7 Z5o • 1IB li� i A PLA. PLATANUS ACERIFOLIA • ! , '' / 30 0. 0. MIN, 52 c PYR. PYRUS CALLERYANA 'x • _ BRADFORD, 2d o.c. MIN. E fi 1f _. ilot , l _.. L ' DESCRIPTION OF REVISION DATE CITY . w 1 !" A Rd1TD I o4 ' j CITY OF RANCHO CUCAMONGA CON ' �DSt, .. :7 ., ? � STREET TREE PLANTING PLAN . . up. FOR PASADENA COURTR.mumrru v�� TRACT 13565 PHASE 5-10 STANDARD PACIFIC Fof c I A APPROVED BY: DATE: l'5_-LL CITY, ENGINEER��, � _ RC.E NO. 249 ALL-fTcEE LOc„A�lOt�s s�L eE 0' 20' 40� 80 DESIGN RE APPizc /� SY -►'H 0! G f t'f i h15P��CT�. . . PRI O[ZTp I N STAI-L4T!UN• I1Ncsi; .__ _ L D -�' 4=� T+W} I� DRAWN NANCY R PALMER, A.S L.A FT. { Er`�J��, lNPL N•r ud 1 19 - PLANNING•LANDSCAPE Al"tMrr CTURF. yffi'1'�i.� vv1 9 -Of 21 VYF� DStri Tts, s+-l2tSP.1S r ar rKzv(oust.-r NORTH CHECKED pPAWING Na P1Yc N MI N"�,C.�.CA 9,..(71,)47.-14" PROJECT SHEET *//0 OF //k - i J• SEE SHEET ZI FOR PLANTING LEGEND II 12 �! AND DETAILS 10 13 14 SEE SHEET FOR PLANTING 38 3)- --- 9 SPECIFICATIONS Sia 52 t .lhf'PROV>_� 8Y TN>= GkTY i NSpoF—ctafL 9 a I 1 t'RI o 2 -TIC) I nt srau_A-n cr4 IF= Nor i 'r�+E cvNtcro� sw4t - � s ' _ u �, �• , .y RmsPor.l slim L.?m Foto -r"��- A -rte V! TUP� N a_. C 0 %, S , t \ 26 h . % "1_!!I �px �� µ 1� .�. - NOTES: Q . t 1, -- V ALL STREET TREES SHALL BE INSTALLED , , � =_ y ck , . L . " tk PER CITY STANDARD 601, REFERTO ' pST • , 7_ 4i DETAIL I SHEET 4. t�; - 1, G � a i ,._m,,_ �4rtV GABk'ft _tic ., r C tCRESTLINE PLACE TREES SHALL BE PLANTED A MIS -----_. f , P OF 3FROM SIDEWALK TO COMPLY. �4 I JOE' 91,0 I R ALL TREE TRUNKS THAT ARE WITHIN HIN 5 O LESS ROM_ , OR WALLS ANY CONCRETE HARDSCAPE ---- ` _ F , 30 SHALL BE INSTALLED WITH ROOT BARRIERS PER 1 32 CITY STANDARD 605 (a), REFER TO DETAIL C, I , fYl I +�f 4r�it [ t SHEET- 2 _ T U r Pa 1 TREE LEGEND ,r. e s _ IN i r r, ABBREV BOTANIC NAME Coe. l r 4z t ` } LAG. LAGERSTROEMIA INDICA,"f0,4 fA i Z ' jj • n 0-I .. .._. �1. _ j /• D - G I . ' • • ! 111 MLI MB � � .4 .. D LICI IDA AR STYRACI LUA,Z .M N r t� 7 *i i 11 t ri' 38 . ` PLA. PLATANUS ACERIFOLIA� ?o' / _ 1` .. ;�, L}iy Si t ; I�� 5 .'. �Y t'rj y ✓ ) J .YpR ♦ f- _ Tr .'."i '.ic,,, - 1 ` PYR. PYRUS CALLERYANA • 4 k � ..� BRADFORD' �t y Q QUR � r of �+`' (G , V IIJ J},l Q F w 4 104 4- 2 � N cad T 1 E cR r_ ........ ., 3 + r s� � �`�'� � Cf1 CRESTLINE PL: SACEs �, �, _ ��� � z � �: . , . . . .� iUTILITY OLEGEND 4 1f sa ` * p�09 'E_ 7A ct, E CSS` kY7A K;- c1 � Y t STREET LIGHT ONTCL.AIR COURT FIRE HYDRANT V 1 39 WATER METER <.i\<J.1 �•3(I`.cV �,,, - _ SCd - JX 3Q_ 4 '-,` t.' .aC -M 4 8Y 1•f:1,8 "cJ;4}V I.t:. oI Er_rrT_o_L) Fs PLACE 10 00 co� aT { ,C` f0 �l/ A71�ISEWERAO - SPLICER BOX j 'CQ. " �4PE► `K 2124 PRIMARY SWITCH �. j C7 C7 r W 5 C c- (■Y\b _ = o HANDHOLE I C? tJ YR.PAL ER ~ FLUSH SWITCH t 0 . Da-c -.. .. 3`, • , ,• ' -, 4 " � REVISE ORIVEbtIA�( APP�20ACl/E AOC.4T �• - "" , ,,..... _.. qD�! .. .. awl t ' 1 .. � • .. -+a w .¢..- 4: -® ,... -. .° .. �� ,sem.. - DATEREVISIONDESCRIPTION 4 - 4+ N ; / ° = CITY OF RANCHO CUCAMONGA w h 1 lVD STREET TREE PLANTING PLAN 3E . ,c--o 5� a' r �. Et t «fit kI Y , , FOR _ n . 4 ` L (f•- `� s ECR 01 I"f I._. - Q' 1 - ;z t /• Ivy 4_- .A r I ,�f!.. ,f - �c ., , A � , r � - - - -� TRACT 13565 PHASE 5-10IncSTANDARD PACIFIC _ ARCADIA WAY CRESC ENTA WAYAPPROVED 8Y: DATE:i �5 �t LOS R08LES COURT o' 20@ 4 0' e o• CITY ENGINEER RGE 140.24_ JFc'QtN4GF — — DESIGN 11. RE D RQC/Gti C„2Ct f j.�:l F,N ..fC CRESTLINE KEY MAP NORTH DRAWN NANCY R- PALMM, A.S.L.A EET ^� tLANNINfS-LANDSCAPE ARCHITECTURE 20 21 a * NOTE' FOR NORTH DIRECTIONAL Y SEE EACH PLAN VIEW CHECKED , DRAWING "a (THIS SHEET ONLY) r * 5j2, t"m c:nw ftA so.C U.lee.CA%t7*•(m” 1{ PROJECT SHEET 03F p4 PLAN LEGEND P AILING "OE: SYM. BOTANIC NAME COMMON NAME DUAN. SIZE REMARK/DETAIL i NOTE: 1. STAKE TREE PE RPENOICULAR TO PREVAIL:vG 1. STAKE TREE PERPENDICULAR TO PREVAILING WIND' WIND. TREES 2. PLACE 'GROW-POWER' TABS IN PLANT 3. 2. PLACE CONTAINERPRIORPLANTING FOR CCNTAIMER OBSERVATION PRIOR OS PLANTING FOR OBSERVATION DUAPOSES. 2' �'�'" ��x 1 B,C srAKrws PLAN PINUS CANARIENSIS CANARY ISLAND PINE 5 15 �ql , 2C2 oG. B C _ OBSERVATION PURPOSES. [] RE STAKr-�� TOP OF STAKES SIDEWALK TOP OF STAKES = O PINUS ATTENUATA 14-1405CONE. PINE Z& /5 C-7AL: I8`o.G. 13, 0 _ = MAIN TRUNK DOCURB METER U p��JY o S.L. = MAiN TRUNK LAGERSTROEMIA INDICA CRAPEMYRTLE 8i GUTTER O -� t-SEL' CINCCHSTIES SPACED 24- APART FOR ■ 170 15 GAL. 20D 22 1 .G B,C SHELL 1N " "SHELL PINK-" 11 24" BOX B C T 2-S>eTSCINCH TIES SPACED 24- APART FOR 2.01 15 GAL. B,C 'CITY STREET TREES OR 12" MAXIMUM TO (8') LODGE POLES RHUS LANCEA AFRICAN SUMAC 2 24' BOX 20'O•G. B C de L25� - 35� '� 10� 10 - 15� � 12' MAX tMt1M . % TO (111I LODGE POLES 2" DIA. LODGE POLE PINE STAKES 8' LONG ® PLATANUS RACEMOSA CALIFORNIA X1510&1 B 25' - 35 * 2. OIA. LODGE POLE PINE STAKES 8' LONG .LITH HOOD PRESERVATIVE STAIN, -sr SYCAMORE 75 15kt.. WITH WOOD PRESERVATIVE STAIN, _ STAKE A MINIMUM OF 12" INTO UNDISTURBED ; APPROVED TREE STAKES 177 15 GAL. B C•-G STAKE A MINIMUM OF 12" INTO UNDISTURBED APPROVED TREE STAKES SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATION '4 24" BOX B S O PLATANUS ACERIFOLIA LONDON PLANE TREE O.G. SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS ARBOR GUARD IN TvRF AS AND FRONT YARDS. AMS - ARBOR GUARD IN TURF AREAS 6• DIA. PVC PERFORATED PIPE - FILL WITH -- -- 6" DIA. PVC PERFORATED PIPE - fItl WITH " 1/2' WASHED CRUSHED AGGREGATE BASE FULL SIDEWALK `�C�`� 1/2' WASHED CRUSHED AGGREGATE BASE FULL LENGTH OF PIPE (LOCATE 18" FROM TRUNK) a LIQUIDAMBAR SWEET GUM 43 15 GAL. 25�G, B,C LENGTH OF PIPE (LOCATE 18" FROM TRUNK) STYRACIFLUA DRIVE S.L. .__� �� CD I I t t p ��\� p 3' BERM TO FORM DEPRESSED WATERING APPROACH I p O ARi3LA Tit S Lam(N Ir�d �'(fiZAW81rR�-`( "�z 13 15 COAL. BASIN FOR GROUND coven ARFas AND FRONT YARDS Zo D.G. �, G I 24" 13oX CURB 81 GUTTER -' '�" THICK CHIPPER `ftrLCH ' i 1 ���. -"I _,_ -. f- z ( DEEP ROOT OR EQUAL CONTROL PLANTER F1` TA G(A CH I N�N 5IS C,�F 1 N�sE 1'ISrACFF>� 2 , 15 tel. . 30 O.G. $, 5 5 5 10 - 155 ,Jc " y _111U t "{ "- 22-29-18P WHERE REQUIRED OR MIN. "I(�I►I(�"I =r'�'�I r-CONTAINER ROOT BALL r_WftV- APPROVED EQUAL. PYRU5 CALLEKYANA gRADFOKC� F'I=AFZ 12(0 15 GAL- 20 '0.C . 5,C 1 * er�N' OW t. *GROW-POWEa• PLANT TABS PER O 6KAD>✓ORD' 25 - 35 \O 'GROW-POWER" PLANT TABS PER MANUFACTURER'S RECOMENDATIONS 6F_IJEKA\ PAKVIFL KA AUSTRALIAN UNDERGROUND STRUCTURE E.G. MANUFACTURER'S RECOMENDATIONS - - , 1N (CATCH BASIN,TRANSFOMER VAULT) 129 15C-,e,L ?A10•C. �,G ,; BACKFILL MIX PER SPECIfTCATIONS W I LLO SII t II /ACKFILL MIX PER SPECIFICATIONS , - NATIVE -SOIL - � � � - N I 1 NATIVE SOIL - TWICE RDOT BALL DIAMETER �i- ' I '- �- ., -- ANT PIT TO BE (2) TVIS THE NOTE : SEE TREE LIST FOR PROPER SPACING. - "'t ;I;; IIIIuI PLANT PIT TO /E (2) TIMES THE WIDTH OF THE ROOT BAIL A 12' I� SII I WIDTH Of THE ROOT /ALL r< 11" t ■ 1 , • $(LOW THE BOTTOM OF THE ROOT CITY STD. 601 BELOW THE BOTTOM Of THE ROOT 51 M I A I � IAII STREET TREE PLACEMENT A TYPICAL TREE STAKINGB TYPICAL TREE STAKING / ROOT BARRIER UC SHRUBS --MO- _ _ _ s CEA. CEANOTHUS GRISEUS N.C.N. 1308 5 GAL. SIO,G, D,E,G 1. Supply all work and materials• appliances, tools, equipment, facilities. 'Y.P.' 'YANKEE POINT' transportation and services necessary for performing all operations of the RAP. RAPHIOLEF'IS INDICA 'Landscape Installation* as identified in construction documents The INDIA HAWTHORN 90 5 GAL. 3' O.C. D G 40TE Contractor shall maintain a qualified supervisor on the site at all times during 'P.C.' 'PINK LOUD' ' construction through completion of pick-up work. RAP. RAPHIOLEPIS INDICA 37 5 GAL. 4' O.C. D,E,G I . UNTANGLE MATTED ROOTS BY LO0SE4!NG ALL ROOTS AT EDGE OF ROOT BALL WITH WATER 'SPRING TIME' INDIA HAWTHORN ROM "OSE. DO NOT CRACK ROOT BALL. 2• Prior to submitting bid,examine the site and the conditions thereof. NOTE: XYL. XYLOSMA CONGESTUM ' XYLOSMA (COMPACTA) -41 5 GAL. 4' O.C. D,E,G 2. MACE 'GROW-POWER" TABS 1N PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION 3. Protect this work and the Owners property from damage as a result of this work. PURPOSES. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALI. 4. Apply and pay for as permits required for this portion of the work. CIS. CISTUS SALVIIFOLIUS SAGELEAF ROCKROSE 1055 5 GAL. 4' O.C. D.G SAL. 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION S• The Contractor shall carry workman's compensation, public liability, and property PURPOSES. damage insurance as required by the owner. ACA. ACACIA REDOLENS N.C.N. 2 16 1 GAL. 10' O.C. D,E,G 6• All specifications and installations shall conform to the details, legends, and G•N &F-eVILL aA NOF-; L-L-I 694�V1LL_E iA 30 5 &AL i 0.C. specifications ORIGINAL GRADEASI- AgELIA C�RANDIF-L009A T p These notes shall be used in conjunction with the plans and any discrepancies %E. &., C-, ` Af3EtIA. PWA?z� 128 5 &AL. 4'O. 6- 0 Pe . �. rz �I Shalt be brought to the attention of the Landscape Architect. �WA fl o a• The drawings and specifications represent the finished structure All bracing, ,¢N GD/SrR�sE �typ temporary supports, shoring, etc.. Is the sole,responsibility of the contractor SHTDDT MUL-UF CONTAINER PLANT ROOT BALL Observation visits to the job site by the Landscape Architect do not include inspection of construction methods and safety conditions at the worksite These 3" BERM TO FORM DEPRESSED "' BACKFILL MIX PER visits shall not be construed as continuous and detailed inspections WA!ERING BASIN SPECIFICATIONS s ' ._ . . I Eksign, materials, equipments, and products other than those described below 3" BERM TIGHTLY COMPACTED IN or indicated on the drawings, may be considered for use, provided prior approval JJ I " I I PLACE TO FORM WATERING BASIN is obtained from the Owner, Landscape Architect, and the applicable governing r.. Tt_. s - code authority. 10. A I Conditions not specifically shown shall be constructed similar to the details for the res - pective materials. "GROW-POWER" PLANT TABS PER !tANUFACTURER'S RECOMENDATIONS = 11• Refer'to specifications as part of the construction documents. VINES .- BACKFILL MIX PER SDECIFICATIONS 12. Nther privately maintained, nor pubficly maintained areas shah drain upon the other. yt �I - t CONTAINER PLANT R001 BALI _ 'I'' _ "GROW-POWER" PLANT TABS PER t3. IN FAN F' N Grading Standards PDX. D0XP�NTI}P UN(amuIS-cA-rI 'CAT':5 G�A� 98 5 GAL. - } MANUFACTURER'S RECOMENDATIONS a. Sidewalk mr,ximm 8.3% b. Miaxi>ml_>m al in turf areas 5:1 } PLANT PIT TO BE (2) TIMES THE o> PLANT PIT TO BE (2) TIMES THE C. IMaximu &lopes in ground cmer areas between siclearalk and a>orb WIDTH Of THE ROOT BALL i 12" - WIDTH OF THE ROOT BALL 6 12" 4:1 BELOW THE BOT!OM Of THE ROOT BELOW THE BOTTOM OF THE ROOT d- ltaxium slopes in grmmd cm-er areas behind sidewalk 31 - BALL - BALL e- Miaximm grade crossing equestrian trail 2-4t NATIVE SOIL NATIVE SOIL TYPICAL SHRUB PLANTING ON LEVEL GRADE D TYPICAL SHRUB PLANTING ON SLOPE UE CONSTRUCTION NOTES GROUNDCOVER GAZ GAZANIA GAZANIA (GREEN 35C) FLATS G 0 C 1. Contractor shall be responsible for planting of all plant material per Any trees within 5 feet of walls, walks, curbs or other potentially root- MITSUWA YELLOW FOLIAGE TRAILING S.F. Details and Specifications. damaged hardscape shall be installed with root control containers. Prior `ptIDSt 4l _ 2 g, j!(o to backfilling tree .pits contractor shall have City inspect deep root ��j �, MYO. MYOPORUM PARVIFOLIUM N.C.N. S.F. FLATS 30. O.C. G 2. Plant quantity in legend is for purpose of Istimating only and is not container installation. guaranteed. Contractor shall check Drawings and verify locations and ~�� 212,,1 �f, HYDROSEEDED HYDROMIX 'TURF' 4 iOZ� SEED SEE PLANTING y spacing and shall supply sufficient quantity to fulfill intent of 8. Install arbor LAWN MIXTURE F. NOTES BELOW guard on tree trunks in turf areas. � � Drawings. iw n 9. SEED MIX Y r HES. HELIANTFArMUM NUMMULARIuM SUN ROSE. 976, 1 C.Al- 36 0,C. � oNF_-iW-F of 3. Contractor shall be responsible for notifying the City in advance for the sPOCfi4 V_VCaOIRGM&NT following inspections and observation meetings, according to the time Areas to race" hydroseeded lawn mixture shall be as dellnested on the -ZZ rJZ indicated. Drawings a. Pre-job conference _ 5 days. A. -LAW 'fitF r)c AltF�Ql� NCCVC . LIPN I-rc~5 SHOWN ON TE LEG:ND AKE FSR :STIWATIN& pUQpo5F5 ONLY =1NA- 0134NTIrEs b. At completion of finish grading - 72 hours. --�� OFfL.ANT INSTAI-I.f,P SHAI-L-13F610VF-_?Ni-D TSY 'rl-}f-::- IND(CA-Tr_--p c. When headers have been laid out but before installation - 72 hours. , 1. Fresh, clean, new crop seed of the following varieties mixed In ?L&NT i d. When shrubs and trees are spaced for planting but before holes are the proportlons as shown: / excavated - 72 hours. _ ., e. At pre-maintenance inspection - 5 days. Seed Mlx of the following at the rate of 9 lbs. per 1000 sq.ft f. At final inspection 5 days. , NAME SEED MIX lbs/1000Sq. Ft. 10. &r �ngo�va4+onseo)&11 accomrmda4eshreddedA mo re oirtment.. Use DESCRIPTION OF REVISION DATEA CIT YID 4. The City shall review and approve all plant anterial prior to planting. a coarse, grind shredded mulch, 4' thick. under all shrubs - submit sample Submit photographs from Nursery for all trees 24" BOJ( SIZE and greater. Rebel Tall Fuscue 4.05 to L.A. and City for approval prior to purchasing. Do not use redwood bark. Apache Fuscue 4.05 Suggested source: Blue Ribbion Landscape Products, CITY OF RANCHO CUCAMONGA �0 5. Location approval of trees and shrubs shall be secured from the City A-34 Bluegrass 3-0 Phone: (7 14) 633-3666 Orange, Ca. \ Inspector prior to excavation of pits. 6. Upon completion of installation, a maintenance period of (180) one Trial 9.00 11. All trees are to be located: ten feet from any light standard, power PLANTING DETAILS/LEGEND NOTES pole, or reinforced concrete box; five feet from any drive ap roach, fire EQUAL hundred and eighty days is required prior to final acceptance of the work 1 Slurry Mbc: hydrant, or underground structure (e.g. , catch basins, vaulta�; end three - by the City of Rancho Cucamonga. Maintenance shall include mowing, � feet from any meter. STANDARD PACIFIC weeding, irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such sprays as are necessary for proper NAME SEED MIX Ibs/1000 Sq. Ft 12 Construction Notes for Street Trees care and upkeep. Maintenance also includes all repairs. replacement, NOTE: 18-18-18 Fert,llzers 250 a. AU street trees are to be placed in with City Stat aara TRACT 13565 PHASES 5- 10 cleaning and adjusting necessary to keep the irrigation system in good 60l 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS working order-with proper coverage. x n inelPacBific Wood Flber 150 ted -a to � Sentinel Binder �Q b. Al.l street- trees shall be staked and Flan ccording city OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. Landscape Maintenance Period: standard 605A or 60513 as proximity to i►azdscape dictates APPROVED 8Y DATE: 't✓` ''�� Q. ALL- SHeUBS/&MDuHDCOVEQ ACie 'TU$t= pLA*AT'P-P /`rt_ EbkVPd_ c. Backfill mixture of all street trees shall be per the teeoe endatiotts �� � 'T1Z1/�t{C�VL�R spA.CiN& AND L-oc,ArE� oWE-HA HAL-F- DiA•r^�Etz of 180 days period - See specifications. Trial 1840 �� of an agronomic soils repcx-t furnished to the sty Inspector CITY ENGINEER cC��1�Gd RC.E N0. 2495.5 I MU M MP•tv2E C>Izc>v�PTi•1 From EOr�ES oi= <i> �SCPYE. I •x d. No street tree shall be planted where the center of the trunk DESIGN T REC D 7. Install root - barriers on trees next to curb and sidewalk areas. is closer than three feet (31) to the faoe of curb, unless otherwise siotedr y4� e. All _street trees are subject to inspection and T f►5' > DRAWN NANCY R. I'ALM1.R, A.SL.A ; 'i\ EE T /� the City `:rgineer �j PLANNING•LANDSCAPE ARCHITECTURE':tP �1 2 1 L or YY NO TYPICAL GROUNDCOVER PLANTING G PLANTING NOTES CHECKED ' paA'P y./�-� � .. 0801 GmG rright Road.Suite C• Irvine. 92714•(714)474-1400 33��J PROTECT SHEFT *//ZOF //z_