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HomeMy WebLinkAbout1384-L 1 DEVELOPER * AP FL UP - - WOO F, A- V I,- - A A - i HI t THE CARYN COMPANY P_ At�N P.O. BOX 216 ETiWANDA SOUTH LAGUNA, CALIFORNIA 92677 TILE PROPERTIES/ (714) 499-5929 TRACT 13566- 1 , 13-566 - 3 � ANQSCAE MAINTENANCEDISTRICT NO . 7 VIGINRY MAP GENERAL NATES CONSULTANTS ISYMBOLS ABBREVIATIONS LNGINLLRING G0t4SULTAN1 : FUSCOE WILLIAMS LINDGREN & SHORT 2500 REDHILL AVENUE SUITE 100 1 SANTA ANA, CALIFORNIA 92705 a At P.A. Planting Area 1TRACTS 645 I (714) 250- 1500 ADJT Adjust P.O.B. Point of Beginning a PROJECT C.M.U. Concrete Masonry Unit P.O.C. Point of Connection Y 13565 CLR Clear � P.S.L. Pressure Supply Line SITE1. An Enchroachment Permit shall be obtained from the City Engineer 11. All trees are to be located: ten feet from any street light, CONC Concrete PER Pertaining To I prior to commencing any work. power pole, or reinforced concrete box; five feet from any drive D.G. Decomposed Granite R. Radius approach, fire hydrant, underground structure (e.g., catch basins, �! I 2. All work shall be performed according to current City Standards vaults), and sever lateral or clean-out; and three feet from any STR"CTURAL EXCIZIFFIrFIR DIAM. Diameter REQ. Required I :nd the Standard Specifications for Public Work Construction. voter meter or sever line. L DRWGS Drawings R/W Right of Way 3. t the conclusion of rough grading, an agronomic soils report 12. Supply all work an! material•, appliances, tools, equipment, COV UL•TAi�T: F.O.C. Face of Curb SCH Schedule - - 8 8 8 Po PP 7 - PP eq pmen[, shall be furnished to the City inspector, and all such facilities, transpc,-tation and services necessary for performing GAL. Gallon SPECS Specifications from such a report shall supersede amendment all operations of t "LanCoe Installation" as identified in ROBERT LAWSON STRUCTURAL ENGINEERS recommendations shown on the plana. construction documents. s. Thehe Contractor shell maintain a qualified GALV Galvanized SPNKLR Sprinkler supervisor on the site at all times during construction through s �j 4. Upon completion of installation, a maintenance period of one comp letion of p ick-up work. GPM Gallons Per Minute SQ. Square i hundred and eighty (180) da�s is required prior to final 312 OCEAN AVENUE Hos Heads STL . Steel acceptance of the work by [ e City. Maintenance shall include 13. Prior to submitting bid, examine the site and the conditions rJLAGUNA BEACH CALIFORNIA 92651 HPW Horse Power T.C.B. Top of Catch Basin UM •MR' moving, weeding irrigation, pruning, raising tree root balls which thereof. s_ settle below grade, fertilizing and applying such sprays as are INV Invert T.S. Tubular Steel t necessary for proper care and upkeep. Maintenance also includes 14. Protect this work and the Owner's property from damage as a result (714) 494-0776 IRR Irrigation TYP. Typical all repairs, replacement, cleaning and adjusting necessary to keep of this work. the irrigation system In good working order with proper coverage. r M.C.V. Manual Control Valve VERT. Vertical Commencement date for the maintenance period shall be approved in 15. Apply and pay for all permits required for this portion of the - MAX. Maximum M� With a vritin$ by the City inspector. Maintenance period shall be adequate work. MIN. Minimum 'TfI/LL F/�Y N to verify elant characteristics and eatablishment. YR Year 5. One controller chart shall be provided for each controller. 16. The Contractor shall carry workman's compensation, public tRRIGATIO N• I .C. Not Included In Contract Center line V Controller chart shall be the maximum size the controller door liability, and property damage insurance as required by the Owner. CONSULTANT: will allow and shall show the area covered by the automatic = NO. Number IF, Property Line t1�'auD A �rl controller. The chart is to be a reduced drawing of the actual 17. All specifications and installations shall conform to the details, �+ O.C. On Center as-built system. However, in the event the controller sequence is legends. and specification.; . ASSOCIATED IRRIGATION CONSULTANTS not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. The chart shall bee 18. These notes shall be used in conjunction with the plans and any 2014 SEPULVEDA BOULEVARD hlackline print, and a different color shall be used to show the discrepancies shall be brought to the attention of the Landscape area of coverage of each station. When completed and approved Architect awl G:C;4,1. LOS ANGELES CALIFORNIA 90025 the Public Works Inspector, the chart shall be hermetically sealele d between two pieces of plastic, each piece being a minimum of 20 19. The drawings and specifications represent the finished structure. mils. thick. The chart shall be mounted using Velcro or approved All bracing, temporary supports, shoring, etc. is the sole equal type of tape. These charts must be complete and in place responsibility of the contractor. Observation visits to the job (2 1 3) 477-652.5 prior to final acceptance of work by the City. site by the Landscape Architect do not include inspection of construction methods and safety conditions at the worksite. These SHEET NORTH 6. sh vide z nd deep concreted curliar as. be provided between all visitsshall not beconstrued as continuous and detailed INDEX shrub/ground cover areas and turf areas. Movstrips shall also be inspections provided beneath metal fencing and wh:re City maintained areas are adjacent to privately maintained areas. 20. Design, materials, equipments, and products other than those _- described below or indicated on the drawings, may be considered ♦' 7. Sidewalk layout is conceptual only. Approval of the final for use, provided prior approval is obtained from the Owner, sidewalk layout shell be made in the field and adjusted as Landscape Architect, and the applicable governing code authority. necessary to meet field conditions as approved by the Public Works 1 COVER SHEET Inspector snd project Planner to final construction. 21. Conditions not specifically shown shall be constructed similar to MAINI' LNANCE RESPONSIBLE MAS' the details for the respective materials. 8. Application of any uremicals shall be by State licensed personnel. 2 THRU 6 IRRIGATION P L A N 22. Refer to specifications as part of the construction 9. Any trees within 5 feet of walls, walks, curbs or other documents. potentially root-damaged hardscapc' shall be installed with riot Y Q control barriers. Prior to backfilling tree(s) plantings, 23. A Certified Arborist must be present on the site 7 IRRIGATION DETAiLS contractor shall have City inspect root barrier installation. L rl during the relocation of Olive Trees and City staff 0 i . 10. No trees shall be planted within three feet of curbs. should be notified of their presence on the site. 8 THRU 16 PLANTING PLANS ; � e TRACT 13565 IzL 24. Grading Standards 17 PLANTIN D 24TH STREET _� _ > a. Sidewalk maximum 8.3>, G DETAILS AND LEGEND :: - .. Q b. Maximum slopes in turf areas 5:1 p 1 8 C N s O T c. Maximum sl n ro and a ems between sidewalk and web S R U T i cover areas C N } O DE TAILS _ . .. .................. . ... Q .. ,.• .....�,�.• ...tel:.:•• ,.. .; .. .�.. • ( 1�:�' . la�.% ' 3 d. Maximum slopes in round cover areas behind sidewalk 3:1 sa! F ( o a �' ` g 19 THRU 24 24TH STREET MEDIANS — �WRIJ6, 1wx-TaN i X �o p :{• UJ e. Maximum grade crossing equestrian trail 2-4! 1 I GAYTION ' -� V �1 Q AO X T 25 ' THRU 26• -SPECIFICATIONS .. - - 6 l.) ace , 6 a p nr® 25. a. All street Motes for Street Hees 27 THRU 32 IN-TRACT STREET TREE PLANTING Q Q, 1 f t TRACT a. of street trees are to be placed in accordance with City Standard b. All. street trees shall be staked and planted according to City ! •` 6 S u 8 �' Standard 605A oc 605B as proximity to hardscape dictates 13566- 1 per - lH' c. Backfill mixture of all atieet trees shall be r the recommendations a 00 IvS ; d of an agronomic soils report furnished to the City Inspector 7v oc .. d. No street tree shall be planted where the center of the trunk E (i si a is closer than three feet (3') to the face of curb, unless otherwise ��oPERrr e 20 Ka s u noted e. All street trees are subject to inspection and acceptance by 7! x >!E G+ C y the City Engineer ,!S J7 TRACT 13566-3 511 7 r LANDSCAPE QUANTITIES 8 X TRACT 13566-1 24TH.STREET MEDIAN -- 111,•IT -.- _ " •• REVISE IRRIGATION,TREE SPECIES PROVIDE MAINTENCE ACCESS ON TRACT 13 566-1 43 MEDIAN LAND5QAPL, STREET TREE QUANTITIES: I SHEET NO.'S 48 ,g4-S6,618►62 OF el — RAR 't�t'p(¢3 4/1r (7 OF WORK .z o r� TOTAL LANDSCAPE AREA 25,514 S.F. ,STREET NAME TREE NAME QUANTITY DESCRIPTION OF REVISION ION DAL uT r A 104'"C 'r D' SIZE QUANTITY AREA OF PAVING 10,480 SF i � A AREA OF PLANTING 15,034 SF FROST DRIVE PYRUS CALlERYANA 'BRADFORD' 56 CITY � 0�4 ---LIMIT OF TREES: GROUND COVER 15,034 SF CINNAMOMUM CAMPHORA 3 �s sr 6$ 0, � WOR K S romkoN Esea�YO+�S vr.ae,.%aAa 7W1- So..Sava�.�aC � TWE(L.A,GERSTROEMIA• -f5GALLON) 73 PERSON COURT LAGERSTROEMIA INDICA 'SHELL PINK' 11CU%,.jp,. A a e f" 8 6 -Oke 5 GALLON Ewm�jph s 40 - 2441% S*ett..,* TOTAL SQUARE FEET IN JOHNSTON PLACE PYRUS CALLERYANA 'BRADFORD' 54 • 15 GALLON Ls*,tv0v"-n*,e, i.Aite. 73 - Xtk Mae)'�a•% CITY MAINTAINED AREAS 25,514 S.F CAMPANELLA PLACE LAGERSTROEMIA`INDICA 'SHELL PINK' 30 COVER SHEET s7 24' BOX Pie" callaryays 15 - 24+h %tett* INGRALDSEN COURT LAGERSTROEMIA INDICA 'SHELL PINK' 23 �j 42 C 36' BOX PI o4oruS orccv��alio, 2 - Se.., Sevai.% UESTRIAN TRAIL AND FENCE: SAN SEVAINE PYRUS CALLERYANA 'BRADFORD' 64 48'7BOX PloAta^" OCar�4e114 2 - Saw% Say.iv%t CINNAMOMUMCAMPHORA 1 FOR' `'" " �' -*� r3" '``'a` ` - 60" BOX Ci.vna.v.o.wa..�Co•v%p►ve�ro� 2 - 34+x. mea+ AREA OF EQUESTRIAN TRAIL 20,337 S.F. CLARK COURT CINNAMOMUM CAMPHORA 1 TRACT 13566-4 , - = TRAC 13566-2 nl 15 GALLON Geliera parvifolia 76 - Son Sevolne Channel LENGTH OF EQUESTRIAN FENCE 1,631 L.F. LAGERSTROEMIA INDICA 'SHELL PINK' 8 TRACT 13566- 1 & 3 © I T' ROSS COURT LAGERSTROEMIA INDICA 'SHELL PINK' 10 HICKCOX LANE PYRUS CALLERYANArBRADFORd 13 THE CARYN COMPANY SHRUBS: ►ice' �' 7710, z Srtiv 5E✓�1iivE �aKSC�4r�f APPROVED 6Y: = � � DATE r- 1 GALLON 1,700 �� q _ — S O RETEN'rIOiv 6AS1,V 5 GALLON 2,356 c k� �� R_. E' UeC Shy/ s . F 1N. E ',- CITY ENGINEER RCE N0. 22 7 VINES: �, _. 3l4 9 �, Q -a ✓��� DESIGN REC:wilE4 3 5 GALLON 85 `� r. -� Land/Plan/Design Group * 1 J a GROUND COVER: Sona t the DR#WK Planning • Urbzn Desirn t.Landscape Architecture SHE E' * `_ W%m--4 CV4W a...Suft 3M f NP.,•,,.e..,c% a eaetr+?r"At r3o I Ile K4 A Tt./ FLATS 44,768 s.f. �j�• PROJECT LANDSCAP= Al�EAS NORTH - -- ::� ?•:•:•<:•:•:•:::::•: TURF: �F CA!`F� Date C►tE:Kf D 1 OR�w 11 rC. �;,'•,••,'•,'•f :� :��:: :: 3,527 s.f. ,..� J03 NO. ETW 741 HEADS INSIDE FIRE ACCESS ROAD SHALL NOT BE INSTALLED UNTIL FIRE ROAD IS CLOSED 24 TH STREET A2� � A5 ■ (l LIMIT OF WORK ■ i�.� : IS3337 I 32.GG r _ _ 4- 15.3 ao.— F_;�3o i4 ��Q �. > + 5z�oa- ■ rc , q M tI`, r �c- __ __ If - or"If o0I -A _ _ __ ___- _...._. _ __ - _. __ .._... __ __ .. _ _ _ 211 . - - - --- -- _. _ _ _ 1�I 1 SII 1�a '►� '+:'q� I 1 • 11 , _ I �y I - . .. .__.. __. ._ __ -_ - . I I 2 2 1 2 M 211 II 1 w v l �— _ �'--Y Y __ _`�"-+- �-v-��rte-- i n g !r 1 q 121 2 ,Li 11 " -- - • _ 2 I Z It —' 7 - �1 I_ 4W 11 n 2" -L�:�T, 28.3 �I�u • 2� r _ — �• ' _ 't• I I( 1 ..+w. wwA a,�w .. w. ;w.an. I w w - II , . s.rw.. ,w ter. 1 —w—�.y. I I � I- '�� �w {I Al - - - - - �( 1-- -- - - �- i - - - - - A4 _ - - ���II . •�I A3 I � 2 __ A T� � NOTE PROVIDE EXTRA PILOT � I ILEI � J � L� r 7 � � WIRE TO FURTHEST VALVE I J- ON EACH CONTROLLER SYSTEM FOR FUTURE U3t a 3 1 27 I - tS21 Ci 19516!7 i 1-72 O •�i \ r \ ` �A� 1522.41521.7 0 ,5q z I � _ FF= 1522.2 T F'F=1523.4 , • � �� P.et7= 1525.2 � ; �, 3 - ;¢ '� + � L `=•_' ' Q • F-!,p z 1;625.7 '� fsr Fq� 3,Q 1522 �- 4� 7 PAD = 152,0.6 ui •: FF 21.3 F2� 2,Q '�'-- - - - — - _ ; PAP = 15141.q ui C 3 J 1 f Q i t s" FF = 1520.4 cv m '2 0 � ��- GF=15217 1 T— TN . t + I cf) LL t C- F-152 .07 5lb4 1 1 ►fl uy i « - t52e 8 _ T_ � - 1 1--- - - - J j , - tt +521^�� _" I lSF4 G uj W _ 1� tl ; • ._ _. __ -- _ _ tom^a J L3F- 151 9 j V I l�3 ( Lu 3 ! T J G" t5'a 7 roj•q c. A �7171 � I I � � �' � Ti=. —01 15177 —0— U. 1521.46 . _ C an Z. -T —_— I Sl8(zo Tc - - - T-c- ! LIMIT OF WORK 524.iG ! 1 'S 7 _ L��/I / 15�� \ �S •• o ' . 1=1244 PROJECT AREA _ 9 , GENERAL NOTES Y PRESSURE CALCULATIONS W Y- 15?.4 24 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY I .II TR CT 13565 JL - EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS �._�-1 - 24TH SIHET •1 STATIC PRESSURE HIGH Id2 Low ` ISZ4.44 SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OFCLARITY ONLY.) -- - EL6ATION ?5 _ TG I m�s g !T ��'� 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN A..COR ANCE � u WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.-`� " , T J J :c) SOURCE OF INFORMATION (�1lGUM0 Cp, la1Q�CT ()�/ 15244 01 I�, , i PHONE NUMBER - 25�_ T-L DATE OF INFORMATIONy kt 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. �J °`� ` " 2 4m ' �. P O ° 6 e L f' WATER METER • SIZE 12p ? 1523 ry 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO ° P. a H.G.L• 1 (0 A -TG- BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. ELEVATION I5 I$.�h JOHNSON °" " � " ar° X . 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- PROPERTY a " °" ° ■ p REMOTE CONTROL VALVE A 2 1srZE �. WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. ' A`=/ im i DESCRIPTION OF 'REVISION oAT CITY MAXIMUM DEMAND 490 G.P.M. 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT '* " � ELEVATION 153{ LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE IN TALLING ° 41 PRESSUREOR.C.V. P.S.I. CONTRACTORTOSEE THEY ARE DEFINED PRIOR TOINSTALLAT�. „ CITY OF RANCHO CUCAOl 4 Q SIZE ITEM I ° rl 1 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT R° Jy2 WATER METER 4.2 _Ll! a P. BAdcFlow DEVILED_ ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. GATE VALVE Sc NOSITE REVIEWSARE TOBECONDUCTED WITHOUT THESE DRAWINGS. -KA � IRRIGATION PLAN z" MASTER VALVE -� T� 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND As e e I . c�`�•$EIDE Illi PRESS. REG. 7•�/ VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE 4 „ .°I �� iFOR MAIN LINE LOSS i�} 101 AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD , TRACT 13566 - 1 1 1q� REMOTE CONTROL VALVE 5•� PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT to LATERAL UNE _� TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BYFAILINGTO �� r �; Si %rk THE CARYN COMPANYRrTmcs Loss iloxl DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- ELEvATION CHANGE (1•Q� MENTS REQUIRED. " y n 1 e SAN SEVAINE �at Q APPROVED BY: �' ' DATE: I/ -� ,._ RETENTION BASIN CITY ENGINEER �� PCE NO.2 2 3 9 7 TOTAL SYSTEM LOSSES �� r �. - PRESSURE REOUIRED AT HEAD: *0 J r� r� C J I 1 1 �' �' 15 � � DESIGN RECO ADEN D TOTAL PRESSURE REOUIRFD: �•5q J J �J `.J � /� T STATIC PRESSURE AVAILABLE: ��YL ~ /U\ /r lan/LCSZgQ _ `REG.PRESSURE AVAILABLE(PRESS: l py KEY MAP fs DRAWN . �n inn , � S"!E T RESIDUAL WATER PRESSURE 1y.41 NORTH ASSOCIATED IRRIGATION CONSULTANTS kI "0"1"' ''"'0D1"" °� `' 32- CITYRES IDUALWATER 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA CHECKED DRAWING PIO PRESSURE REQUESTED: 1520 PSI 00020 (213) 477-eti26 �` • ' ' JOB NO. ETW 741 �3�4� _ WATER METER NO. _ AUTOMATIC CONTROLLER " ,q 2 4 TH S T WATER METER SIZE 11/2" SERVICE LINE SIZE 2�t 32 STATIONS ■ ELEVATION 1518 .25 ZONE HGL _ HIGH LOW _INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT ■ - STATIC PRESSURE 14� HIGH-- LOW B PROVIDED BY DEVELOPER REGULATED PRESSURE 95 PSI ■ ■ BACKFLOW UNIT SIZE 1 1/2" TYPE RED. PRES. IN APEDON TO BE DETERMINED IN THE FIELD. BY CITY ■ A? A 10 MAX IRR. DEMAND 55 GPM YR/WATER USE AC/FT ■ ■ I �} I�I�II SYSTEM DESIGN FOR 55 GPM@ 90 PSI m ■ I 25.4a m 523.GG LIMIT OF WORK I 7 LL 1520. ADDITIONAL BOOSTER PRESSURE PSI 20.45 2 .37 ■ TC TO Tr- TG TC TC TC- ■ 2 - Q ■ , u , L° o; rl IV" I it ✓ u 9 9 : zr l / I t I t q I M 11 I II I 'r II 114 WWI AW � 4; _ 41 2 2 2 S �— 4 �� `d- •--�` -r —r— Y �/ r-ter—�� `s''—fid �_—Y _f—��e' `>�-�—�Y �-�--��- � -=T t _ �t 1524.3 lu I 2'BEnlcr( 2Z 9 11 N, 5 1. n 520.9 : . i 11/2 WATER METER -- *— - - �� a , - 1>— - _ - _ PROVIDED BY DEVELOPER PRO , �'r--� l4—,�4 r-�4 �. ?' — --�- 4— �4 ,► �, f f- —�4 P� rJ'� , "�I�C rc . —,r _�... Y - It Q,r► _ 'wf 3 T IQ 5182 1518 25 Ile 1514.5 1 .. .. T ___ IM11� 11` ■ TC A6 11/2"BACKFLOW �� - �D^ I�,11 l�9 �y► `'Y ■ I (LI PREVENTION 21� — �— I" / ■ ASSEMBLY i = — - --- --- + <; J ■ T — rJ oA All 1 I i r? A 0 0 0 A13 ■ 100 Al2 j �a ■ CAL- � NS e ■ { ' 1 y. ' �� �R.� try `,�� i � � ■ 10 Fill �j IN M�Ti - ■ 12 PAD=I 8.at T FF 151°1.4 8 : lu Q 7 7 i ■ ' I 1511.82 : ■z 1, t f _ r i511C17 Tr- C- 1!51-7 i- ■ Q t � .4 17 F - ' ■ ■ 151-7 151' 3 tQ ■ _ ■ -� TC \ _1514 54, _ _O I fo._�1___ ( � ■ —0— — I 14.99 lIl _ TC 1515.51 ■ L-151 o _ ■ ■ 15ie GO . ■ T� LIMIT OF WORK 1514._-3= TG 1512.Io e 0.84_ 517.35 151� '�� TC_ ?'G i5di.71 PROJECT AREA ,y O w -' TC. ' (5og 48 TRI CT 13565 w _ _J QL 515-._CD3 1515.63 T —I4 YC — Tc- IttLLcc _ in cuci F " 1rP'1 A 1 1/1Trn p Q Io a q 4- r 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY P O s e L EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS r'� } ) H r`'r'" ` „ c w CL 10 is j SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) J- � .� J J --' „ Q „` u "e 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE JOHNSON PROPERTY � s J� WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. .L A ?.b � � ' � ,� ,", & FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. T -` A�� T DESCRIPTION OF REVISION DATE ►POM L `\VJ " ° ' CITY OF RANCHO CUCAMONGA 11 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO � " � BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. " " N QO 5. ADJT ALL SYSTEMS TO AVOID S PRAY ONTO BLDGS,WALKS,AND ROAD- - 'ya S � IRRIGATION PLAN WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. 6. AREAS THAT NEED TO BE DEFINED IN ORDER70 DETERMINE EXACT ' ��"S t IDE( FOR LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING '� e s e �' CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. _ 9 . . TRACT 13566 - 1 WI THE CARYN COMPANY 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT aftef�t-r�t� ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. » S I u r p, i NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. a F o e e ti * * APPROVED BY. ">` -� DATE. 5 -' 1 s 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND , 10 SAN SEVAINE Dat @ CITY ENGINEER ! �% 'S P C.E NO. 2 2 3 9 7 VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE Is- RETENTION BASIN DESIGN RECO ME D AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT nd/Plan/Design Group TOTHEOWNER•SATTENTION BEFORE INSTALLATION. BY FAILING TO Y MAP DRAWN Planning • Urban Design - Landscape Architecture SHEET DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- KEY MENTS REQUIRED. ASSOCIATED IRRIGATION CONSULTANTS � «r.�oe•or...ow...>t,,..loo,wn.cme..dh,cAczeeor�'"72P1°° � of 5z' NORTH 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA CHECKED DRAWING NO •OO;i (2 13) 477-8626 ES JOB NO. ET W 741 /384-L A16 ]AI T LIMIT OF WORK A18 nj � Is144 11��- N 51Co-5> $BG.F'G.D RQn.A (151(p.o) Nca I`�G t N G rvU N G t vy,�� p 1 I I � 122 / to �3/2 y n II 2`�II IV�I+i I 2.� �_ ---�-- �9 � .�- - :�---.� � - - -- -�-�--�-- - ----�--- �=-.� �- e- -- - --- � -- � - -- -�--- ---�-- -�- ��-�- ' --� --��--moi �4- sit s pq ""'777-77777 a .... - .. .. - ._ i - .. .. i 110,1007111 M W. A J1 w :1513.41 i511.'�) �- , 9)/ -� '151130, �1�i71 30� -"-- - -%t5�i 4) ( 'x512 35 ) 1511.1 (1507 5) MAI NTEN�4N c6 ACCESS FDR FG (1512.3) F-Cy FG I �{ r=4 FG ►5� 5) F=69 F 1_ F 8 3 Z� � r=Ca QLOM,HUNITY TRAIL StE J\C.. A15 , A 1517.2 f3 lilt, 1 F1_31 o'oF 1510.8 I _ '¢ 15.15-L, NP I ��.t3= 1517.2 ,5,�.� , �G -- �F = 1513.7 - _ _ Hr F FFA 1 5 17.7 1517.0 1O� ��' ���, 1�� ,% Fm TL N P ,O 14 I4 1511.0 . ,50�o -_� W se o z cr y�. _ /FG W p P^D - 1511.0 1508,P- f A1�=1507 FF = 1511 . 5 "P ( FF=15075 / FG U U ui e 15t7.o ti � 1'0 215" / 1� LL F �■ ��LL 0 - moommmNor* ■NNEENN■ ONE 1pw R *; WEN .4DF 51 15 ,�. --� _ 173: a'" MATCH LINE = v E N N 1509.7 t6c5 - 151�.� „ 1�tt.8 t_11.0 PAD=150a2 LL 1508.4 i. p O 1.5 OF . s PAD 1508.4 I ' r- , 13.5 I 1510.4 1510.85 FF s 15 08.41 + - O s L. t G 151� ? - 1513.14 � l7 i � ...� f f = t�37 I F5 • ' 1 1519 85 -. in 15 4.l m '6 - ► GB Irj ,�: 1_50_8.4 IT(o] I 1 ,_5t�co� t-\- I; 15 tc 2 ui ftl FG t 510.90 I 1 }` � =S 150�i.2 ui 9 t� 0 GF = 1508. �7 � � � � fi r� 1 • � _.__ ._._.. ti, 1507.8 ' ` V cn ul 151 ro.O SaS.o El 1ri.7 .. 15O9.T i!1 f P5 t0 - - GF = 1508.4 _ Ix, j - -- -- - - - - ----- 1 5 0 40. i 3 i 511.82 1511.17 �� �" t' C38 zTc- � 1508. - -� 1507.95 in L 1f 1 .w 15o2.G F5 t 150_ 4 X5098 - h X07.0 15010.3 _ rIL , 1 ISO 7,8 -- rC ,�s Lso� oro ISc�4�'-- I5o2 �� % rz �- >z TC - - ' • T� .. .� .. ,` 1501594 .48 1507 q� LIMIT OF WORK 41 I 3.fo0 150 Z 31 TG Tz Tc_ J - - T L 7L Tc ' 1520.3; E S H E E T PROJECT AREA SE 7_ 151o.13�c GENERAL NOTES x 1504-90 1504-.15 -" A NOTE: t THIS PLAN IS CONNECTED TO, OR WILL DISRUPT AN EXISTING CITY- ° ;: v = 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY �- � ��-• THrACT 13565 ,�u MAINTAINED LANDSCAPE AND IRRIGATION AA�F�� PRIOR TO NEW CON- -Im _----- -- _ J QL_- EOUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS STRUCTION, A DINT INSPECTION AND DOCUMENTATION Z _ If SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) S�1D;►1 EXISTING AREAS CONDITION SHALL OCCUR WITH BOTH THE -- rNEW CONTRACTOR AND THE CITY INSPECTOR. AT THIS POINT, I m m�s g 4 AA J THE NEW CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE = 2 ALL (i �` - � 'R `` 0 WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.7 1 FOR MAINTENANCE OF BOTH THE EXISTING AND NEW AREAS WITH Q „° : ,� Se a uu e FOLLOW-UP INSPECTION OF BOTH AREAS PRIOR TO CIT Y�S ° •, 3. FOR SYMBOL DESIGNATION,SEE LEGENDON SHEET NO. * o A °y see ° Date ACCEPTANCE OF THE NEW AREA. Q P o ` a ° K L U . .4 4. WHERE PRESSURE REGULATI G VALVES ARE USED,VALVES ARE TP BE ADJUSTE FOR ZIMU E E, AS NOTED ON DRAWING. JOHNSON � " " s .,� � � � � � � ,J J J J c + PROPERTY a '° " " ° n S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO SLOGS,WALKS,AND ROAD- REVISE IRRIGATION AND PROVIDE MAINTENANCE ACCESS- RAB WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. ' Au DESCRIPTION OF REVISION DATE CITY 7'_ .. ,. y 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT A~�® LOCATION OF STOKER HDS ARE THE DEFINED PRSIBILffY OF THE INSTALLING CITY. OF RANCHO CUC�111 ' �A CONTRACTOR TOSEE THEY ARE DEFINEDPRIORTOINSTALLATION. 'Qe 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT s l'° ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. • « NO SITE REVIEWS ARE TO BECONDUCTED WITHOUT THESE DRAWINGS. IRRIGATION PLAN r,JCAL E 1'=2D _J ,r ,.- / F � e � e I moo' 8 VERIFSEDECEIVING BYTHE INSTALLING RRIGATION SYSTEM SHALL BE�GCONTRAC OR ORACCURACYOFD�E o ® o AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD TRACT 13566 - 1 PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT 10 TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO THE CARYN COMPANY i DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- APPROVED BY: �I~,� :r Aft s -� 7 ' c • ! �z SAN SEVAINE ADJUST- MENTS REQUIRED. ' �o q CITY ENGINEER _ C R E NO.�� ,._ RETENTION BASIN �Q. p oJr„ �� • 's Gs ��� `'CF y�� DESIGN RECO MEND0 d lPtan/I?eeiG � br KEY MAP * - ,�.,�.,., DRAWN • I . � SHEET I NORTH # ASSOCIATED IRRIGATION CONSULTANTS "' oF 3 2,. soo-IIS 1"" 4R&ON*bsmapf",f-*t 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA `rl {ttr) 00026 CHECKED DRAWING NO (219) 477-ea2a 'F OF cA��Fo�`� I ES r'� JOB NO. ETW 741 /3 84-L A19 A20 A21 (Isloo> I �I -� Sf3.G.F-G.Q Rte_ _ 1 - N .,� I �o� _ I Q 1i2 (14-,6so1 Gl s f�G II 2?_ N� vCa NCS NCS Nc i d h � N.G. � 1 I d -� - ' — u I ' i t 2J iVT — - ��,/ �'--: -- -- -- -- LIM1T OF 1/11'ORK r "117 , � i' � I�0242 . � ( �M Q?? I I t�+_ r I •g:- 7�' - 3 2 2 y� n .__ i It II II I 3 d Il 'I'Ll t �L�7 i t i t I I 2A I I I t I'L'I 3I i 'Y 9 II I 11'T I I I I I 11,111 I Q 3 4. 1 `L I I -- - - -- -- ---� '- Iot----g— � - -- 3 --- - ��-�--1--- _ --�- -- - - - -- -- - - - --- --- - - _ _ - -- - _ - - _ _ - - _ - _ - - - - - - _ �— r' •l•-- 1469 4) 1Xo SOS S T P_ 1 (1492 8) G F{, - (t4�►3 0) IT' 1502 0) 14AG. WIG 4_13 5 i � GS i 4q 7D •f 1 - — .�_ _ �— -1 ' I ! I m f40KC I r FtF-w 1` _ - t�r_}S � — ` e` , � � G 0 � uj LL .. ui ui uiI P�-14�1'72 '4 i _ 1 ! w 1 �4 f ; �=14Gi`77 " FA2z < PAD - 1�4cl-7.2 l \ Q F F = 14,177.E "3.'7 g z PAD = 1 S cx-5 3 Q FF = 1545.$ f4gs� i ¢ I taa� ! 1�ws m ; r� F A ui uj I� ui 149!5.17 j4�t4.9 3 T ui t - - - � - - - - - C) — r + LC �F int 4� 2.i. !.4-�,'2 4" 4 , ? r Kt f cn 15 ` .c + fz,o4 t �. / ,ciCSt 3 1 i' I i'4i�G i=' _._12 c3 "Ic « . (L (L GF = iSof 3 I — t _ 0 ,�Y 2 I 1503 . - --, i 14°14.98 1494_59 = i�R54 ' -!zF� R =8b D ;# f — 1 F€. ■ - - _ FF 1 moo. f 4A �-- F,F_ ��7� 50Z 3r ' 7 - 14A486 1494 3B TZ �•,k �, G . SCS -� / 1502 3' - -7- 0 ' - t, �� � j ,4<a ,-7 A � - +� I—>90 14"4 7 7 �"4.2U � j490, i 4 �- I FT MW9oo 0- 4-"5 2-5 4931`j -r, 7L- 3'Z S t O IRACT 13565 / SE1, - __ _ - -- - _JL-1 _ -— -— - �¢ 149 54 — — • o� • � " �3 OB * SI at, /r Q • Q .�, a_ Kr " 1494_80 LIMIT OF WORK Date o"r v M 4"' i Tt P O r ~ sem, L40 `�'�°� �~��� AW PROJECT AREA JOHNSON r " " s " PROPERTY a`s11 R j. GENERAL NOTES DESCRIPTION OF REVISION DATE A"IT, , x 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY 6. AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT CITY OF RANCHO y , ; EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING CUCA MONGA SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. .Q a . - e yr 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED nv ACCOR ANCE 7. AS-�11LT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SfTE AT �R R I G AT I O N PLAN ,. WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET Na ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. FOR FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. FOR 9e ty 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BF REVIEWED AND TRACT 13566 - 1 9 .. 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE ® BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD THE CA RY N COMPANY Ott 1- t03 PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT 1 3 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO S o s e �o TFR AYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- APPROVED BY.' J DATE. _ SAN SEVAINE — ^) r MENTS REQUIRED. CITY ENGINEER �� Ie' r r ' RC.E N0. 22397 C RETENTION BASIN T� ✓ J I._> J JJ DESIGN RE OMAIEN D 4 t e dfd/Pla' WIDes sou KEY MAP � DRAWN Planning . t(}�r . V p SHEET ASSOCIATED IRRIGATION CONSULTANTS J " `a � f �Do NORTH 2014 GEPULVEDA BLVD. LOS ANGELES CALIFORNIA CHECKED DRAWING NO 00026 (213) 477-6525 OB NO. ETW '/41 i A22 A 23 CPf AT PHNSE7 ur,- �wa� I K NG 4 1 NG ' dd dI NG I M I I+ur3)ar c rt r--- — -- — — -- — --O• I - c148r 17 , 1488 70? 21 - y �1 lh 3 I ti 1 2 I I M I f � TII III o , �L•M—vI I q•N I I I I I tE T I I Ir I I I ILI + I. I M II II I +91�i1 II I R TES, t^l^LE 1 i•7« �/�i /^ Tom— --- -- --, -- -- - _ �__ — — -- - -�—_- ,E ,.,. -X- .--- s' --.. -r r_ ..- _ _ ',.,. - -.. _ ,- - ... -.itu> '_. ...+++r.,ti•., =•ice-?m.0 �-.. .-:.."' _ ... :�-`. �•-�- i i JII�""`'`' .. ,. 4. K , __�-.1�.-, - . . ... _ _. .. 4 ,. V ~t� 3 a 4 , rt Y� "' ' ' '°","` R- e 0 4156 75) f 4h5.8) (1485 3) 1 - -- —------ - �i4PB95) 145..3) FE FG Fes. f 1487 15 R T "ODA 141 3 , fE NQ ,4844 H ' n 1% ---------------- I � I ❑27 42 ! ,4850 �� t4 5' I HF?R 2p` PAn- 14V�•6 1485.2 4 h f•�a � �---+ ---- - 4 —� FF - 1487.0 1 5.2 '- - - � PAD = 14A4.G wW t4 _2 �.�..�.� I �,.... f4e4o FF ��J. Z / 1 +4&�5 � '¢3 ,484� PAD 1485� � .2 I _ o � PAD = 1488 �� Q 1488.7 LL ❑ — 2�' GF= 1488.37 �, _ I Ut tU +— - i GF=f46.37LL w l I f487 + I s .� I'I FE 2 n GF = 1488.2 GF= 1485.2 C til +483 0 S j * 14845 1483'8 �S { , �o FG - , I T 10 " 14,35 6 '4�5 t�'4 3 • 148.3 b }4g32 r }�?4 ! L\ 14 ca T L - -r [•R 4 G �ft s 1485 3+ 14454-.5q I� 14 ���-3z ■ —�— - T - - r� G rc- j ■ ■ ■�__ - ;484%rj4 �f ' 148x- z0_ W£i345 __ F LIMIT OF WORK --- rr ; � A64 47 '(G 7r _ SC„4LF f y�' SE J T] J J 3�J �J `! _ L_-­_ IRI CT 13565 -- IL VALVE BOX AND LOCKING COVER A7. —_'r3a�F'�TREET ir— CONCIIETESTENCIL "FUTURE IRRIGATION" IN �I YELLOW PAINT. WIRE GENERAL NOTES 3 _ _` _ * SI a ,; ..... .... s v BRASS GATE VALVE - LINE SIZE ` a "° " ° � i Date CAP AND PIG-TAIL PILOT W I RE$ (4) 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY FINISH GRADE - PLANTERS ONLY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS P O °~ s"e L .70° OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) " 0- SHOWN "° 2 ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORQANCE ' ° K u e WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. JOHNSON II �}Z• ...° � SCH. 40 PVC PROPERTY w NOW NOW mmww ow a " -- DESCRIPTION OF REVISION DATE CITY Z III PRESSURE SUPPLY LINE 9. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEETNO. 11 , _ ' A�>> " I KRpV{0 SIZE PER PLAN , - -*—FLOW--- 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO s " " ' CITY 0 RANCHO CUCAMOWA fill BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. ° A 3/4" WASHED CRUSHED °Cr AGGREGATE BASE S. ADJ`TALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- 1 SCH. 40 PVC MALE WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. ADAPTORS , IRRIGATION PLAN 0. AREAS THAT NEED TO BE DEFINED IN ORDER70 DETERMINE EXACT "� SCH. 40 PVC END CAP LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING FOR SLIP XSLIP - CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. {� WHERE APPLIGABLE e`6 ,� � ` ECT AREA TRACT 13566- 1 NOTE- PLACE 3/4" AGGREGATE BEFORE INSTALLING BOX 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SPIE AT + y a v ® o P R O J THE CA RY N C O M PA f�1Y _ I ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. ��But _to NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. - APPROVED BY: >/ - DATE* r n A TI TYPICAL STUB-OUT a AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND $ e e 'e CITY ENGINEERS - ftC.E N0. 22397 SAN SEVAINE �• FOR FUTURE RCV CONNECTION VERIFIED BYTHE INSTALLING CONTRACTOR FORACCURACYOF SIZE " , n I Q� RETENTION BASIN DESIGN REC MMEN D AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD �s o PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT (7-1 Land/Plan/Design TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILINGTO Group DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- DRAWN nnhw • lh'o°n Din • L. IIx Ashiceec m SHEET MENTS REOUIRFD. P ASSOCIATED IRRIGATION CONSULTANTS � s�o�•-•,o.. o�..w..te°��•.�a+a�o�p,�rx+,n° � _of�_ NORTH ,2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA "00029 (218) 477-6528 CHECKED DRAWING N0. JOEL NO. ETW 741 3 64-L- AUTOMATIC OONTRIXIER AND EDLSON MYERB ENCLOSURE METER TO BE INSULLED SECURE HDI,ESIP,13 ON 4c"ICRETE U ll"O ATIC CONTROLLER GENERAL LEGEND TO SPRINKLER - ANGLE PIPE TO ING WITH GALM 'r BOL INSIDE HOLISM, FOOTTS SPECIFIED DEPTH WITH 45' ELLS RYP 2 PLACES) SCH 40 PVC MILE ADAPTOR TOPowcR SYMBOLS DESCRIPTIONS MANUFACTURER 3 PART NO. REFERENCE SUPPLY SUI so PVC LR ION P.O.C. POINT OF CONNECTION oLAcIS coNc.-VALVE BOX 1 C.I. COYER _ WHITE , ETCHED CONTROLLER NO. 8 VALVE NO. I/!j SPECIFICAT1ON 0 HOLISM L ��A�E� 'CHRISTY• COX AND LID e,?j# L3?jT --IRASS NIPPLE VDI-j+ '���-� PRESSURE SUPPLY LINES b SQE 2�� �LGR CLASS 315 P.V.C. �PECIFiCA�{p� ��• DETAIL NO. 1p OEIFlTRNyTGR�BE PROVIDED 'SNAP-TITE' WATERPROOF CONNECTORS PRESSURE SUPPLY LINES a SIZE I V2"8, SML SCHEDULE 40 P.V.C. PLASTIC BOW B COYER 1' IN I" MEAS (�1 SPE TE A 1)LAN O. 10 ETCH"FS."INTO «/Loa TOPIT�P) , Y,, 3' IN PLAINT �� ELECTRIC CONTROL V6LVE NON-PRESSURE LINES 3 SIZE SCHEDULE 40 P.V.C. SPECIFtCAT)ON ppOTpIN(I LID OF BOX :^ ACR FINISH GRADE -" PIPING SLEEVES SCHEDULE 40 P.V.C. DETAIL . 1 ABM GRADE AND SLOPE 0011 ETE r r LUE F _ _-�V�_ DETAIL NO. 1 1 - - ___ LOW VOLTAGE WIRE CONDUIT SCHEDULF 40 P.V.C. SPECIFICATION • Q 296 TO DRAIN - DETAILS. 10 .&11 i FINISH PRESStN1►E PIG TAIL EXPANSION 1 GRADE AwvLr LINE IIONTROLLER SEQUENCE I �l F, (DISCHARGE) LOOP (MIN. 24' LONG) AlA� fiJD • FINISH TIRADE MASTER _ BNASs ANGLE aOBU: GALLONS PER MINUTE WEN REMOTE CONTROL VALVE SIZE �` •,r CONTROL F! REAL STM SOURCE YELLOW :,•, �iS jANOliwuroFEI+1 VALVE Y/UIION � � t- � AUTOMATIC CONTROLLERS CALSENSE 2000( INSIDE MYERS ME11G IM DETAIL N0.1 (INDEPENDENT SERVICE) BARE s �-R� - 285 ENCLOSURE) 6 PROvtDED BY DEVELOPER ,� ' (MIN GRAVEL i - _ _ PASS NIPPLE O REMOTE CONTROL VALVES FAINBIRD EFA-CP SERIES DETAIL No.2 TELEPHONE CABLE ' ® REMOTE CONTROL VALVES--PRESS REG TYPE RAINBIRD EFA-CP•P`ts SERIES ELFLTRIC AL TAP (TAPE WMM AIT - •-. �. p 3/4• WASHED CRUSHED DETAIL NO.2 HTE'RVALS OF IZ O-C,) FLow eENeoR Q� .., AGGREGATE O QUICK COUPLING VALVES (MN. 150'o.C. SPACING) RAINBIRD 33D- LRC DETAIL NO.3 3 WPVC LONG \ SWEEP ELBOIIV 1 COMMON WIRE TO ALL IMM'S �� � � PVC TE S•S•TE =SCH SO PVC NIPPLEDETAILNO.4 ® BACKFLOW PREVENTION ASSEMBLY FEBCO 825Y-8V SCH 40 I CONTROL WIRE lO EACH YELLo r' i! •• y MIN _.. _ 0'-CONTROL i COMMON WIRES w 113 DETAIL NO. WEE" -J .. R,C,V ^'• S x _ GATE VALVES-LINE SIZE NIBCO T BARE ~ •' DIA OF PIPE i11t1S1i: l Col[cs ANT14uE WN�tE SEM 1- 6106'; ENAMEL MAX. 30" LENGTH cw PRESSURE REGULATOR WILKINS 500 SERIES DETAIL NO. 5 NOTE: NOTE SUI 40 PVC SASRT TEE PRESStRUE SUPPLY LINE 8 WATER METER BY DEVELOPER • COMMM M WIRE TD W WHITE AND CONTROL WIRE TO BE RED M COLOR UNLESS NOTE: OTHERw!!SE NOTED• • INSTALL VALVE BOWS VYAIS SOVEFMNBRA1x�AwNAREAS. ®, MASTER CONTROL VALVE HARDIE SERIES -70;1; (OPEN) LLY SPECIFICATION MIN. 1. tNSTALL MN VALVES A NINIMIIM OF 12' FROM STRUCTURES ON KUMCAPING. 'FLOW SENSOR CALSENSE 220 P_ DETAIL NO. 2 • NO SPLICES SHALL BE UWE BEND BETWEEN CONTROLLER AREMOTE CONTROL lox • INSTALL VALVE BOXES 2"ABOVE FINISH tRMDE SHRUB AREAS VALVE UNLESS OTHERWISE APPROVED . DIA OF PIPE • ALL WIRES ARE TO BE AI 14 GAUGE 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDE1d KS. ® MOISTURE SENSOR CALSENSE IOOOS* AX. 30" LENGTH 3. PLACE VALVE 901 AT RIGHT ANGLES TO STRUCTURES OR MARDSCAPING. � • CONTROL.MIItNVG SEOU1fNf;E�PORIDS 1'O OPERATIVG SEQUENCE OF FEMME • USE TEFLON TAPE ON ALL THREADED FITTINGS ® EMOTE CONTROL PIGTAIL AT C '�'RRO0LLER RAIN MASTER PC-24 Ryl�r•�r�t F�[I'>'AIL Pte{ CONTROL 1/1LVES AND AUTOMATIC CONTROLLER UNIT- (AS ON DRAWIPY) • WATERPROOF ALL WIRE CONNECTIONS. 4. PLACE AGGREGATE PRIOR 1O INSTALLATION OF VALVE BOX. 1 pe PUE �Le �H6-pe WIf1111pk�"I� �2 P41l4� I��H' Il I OP5� J- CAL C.1�51tII56 KERZESE�k(a(;�/E • RUN ONE EXTRA(COLDR: ORAPM) TO FORT'HEST RC.V. FOR FUTURE USE. S. ATTACH 'MISTY* VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND NOTES: (AT 45e-01.2.9 POIZ Ass1�fA�1C.� • TELEPHONE CABLE INSIDE MYER'S MEUG ENCLOSURE VALVE MWER , TO CONTROL WIRE. • CALSENSE P-000 CONTROLLERS AND MOISTURE SENSOR$ SHALL BE INSTALLED � _ UNDER THE DIRECTION OF THE MANUFACTURER "I? 4PPW"1 p BY Gr(Y jIJ`pr::6'I'OR. rT"""" TYPICAL AUTOMATIC CONTROLLER ASSEMBLY 2 TYPICAL MASTER CONTROL VALVE W/ FLOW SENSOR 3 REMOTE CONTROL VALVE WITH • • MOISTURE SENSOR LOCATIONS SHALL BE APPROVED BY THE CITY INSPECTOR No SCALE (PEMSTAL MENU•IN*TT•EN) ,R-95 No SCALE- 89 IR- SHUT-OFF VALVE a UNION PER• CONTRACTOR SHALL COORDINATE RECOMMENDATION. COORDINATE WITH CITY AND MANUFACTURER HIS DATES QUICK COUPLING VALVE 1"BELDW IN TURF AREAS. OF INSTALLATION AND SHALL NOTIFY CITY, LANDSCAPE ARCHITECT AND WEVaLK,CURB, TOP OF BOX FLUSH W/GRADE. MANUFACTURER 48 HRS. IN ADVANCE OF HIS ACTUAL ON-SITE INSTALLATION TIME: ETC. / �YLL IN NU PLANTER AREA *(I) CALSENSE MOISTURE SENSOR FOR EVERY 4 (FOUR) REMOTE CONTROL VALVES. IE: CALSENSE 2000 - 24 STATION CONTROLLER REQUIRES 6 (SIX) 1000=S MOISTURE SENSORS. INSTALLATION (PLACEMENT) OF MOISTURE SENSORS TO BE UNDER THE DIRECTION r +r FWM GRADE � OF THE MANUFACTURER PER APPROVAL OF THE CITY INSPECTOR. CALSENSE REP. (714) 458-0129 A BALL VALVE BRASS NIPPLE �,�•• = TEST ooac(TY�i PLACES) ( s PLACES) SPRINKLER HEAD L EG E N D 1� SYMBOL ARC RAD TRJ DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE ' +'r't +++* REDU)� P ❑ STRIP 5' 0 STREAM BUBBLER HEAD 30 0.50 RAINBIRD SAM 1812 5CST-B DETAIL NO. 7 •. �/ +t t++ :tet+. r 12"ROIND CFHRiSTY CONCRETE BOX BACKFZOw PREVENTION ELBOW ++�+ �+* w/?LASTIC COAT- ETCH "O.C." PRE� ROUND CHR6TT CONCRETE BODE O 90° 8' S 5" FLAT SHRUB HEAD 30 0.40 RA4NE31RD SAM 1812 8Q FLT DETAIL NO. 7 URE REGULATOR INTO LID H NIPPLE s COVER ETCHED * IRRIGATE. a+ �• x _ � 180° 8' 5 5° FLAT SHRUB HEAD 30 0.80 RAINBIRD SPM 1812 8H-FLT DETAIL NO. 7 STAINLESS STEEL CUM► so BRASS UNION „ '„ ,� ,A �-AWN GRADE AREAS o X 360 8 5 5° FLAT SHRUG HEAD 30 1.60' RAINE3tRD SAM 1812 8F-FLT DETAIL NO. 7 •. MEESH MOS" NEIRNEL it .. 0 90• 12' 30 UNDERSIZE SHRUB HEAD 30 0.65 RAINBIRD SAM 1812 100-LA DETAIL NO. 7 ,c >~ ,n as as SHGRAM SIZE 0 LENGTH AS REQ'D `/ 1800 12' 30 UNDERSIZE SHRUB HEAD 30 1.30 RAINSIRD SAM 1812 10H-1_A DETAIL NO. 7 •,� �'y ' • � � RUB g AREAS ,,�;.� BRASS NIPPLE • - , PVC SCI. 40 UNDERSIZE SHRUB HEAD 30 2.60 RAINEORD SAM 360 12 LINDENS S 1812 - 30 10 OF-LA• X DETAIL N BRASS O. r ELBOW 6 ADAPTOR �` V 90° IS- 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 150 DETAIL NO.7 3 � r EA GRAVEL tT1.1 BRASS 909 w`{.� . .• •. r 1 - 1 0' 1 STANDARD SHRUB HEAD 30 1.85 RAINBiRD SAM IS DETAIL NO.T ? „ .• / , BRASS NIPPLE ,� ,�`' V 8 5 30 ST 2 15H ELBOW ,,`i;_ :` ,',' 90' BRASS STREET ELBOW _ HApIpEQ 360° 15' 30 STANDARD SHRUB HEAD 30 3.70 RAINBIRD SAM 1812 15F DETAIL NO.7 MIN.t LVE Pp StTQ*PLY ��IEF PA i BRON2E) m 90° 8' 5 5•FLAT LAWN HEAD 30 0.40 RAUNBIRD SAM 1806 Q-FLT DETAIL N0.9 PVc SUPPLY BRASS NIPPLE FINISH {� DISCHARGE j � +v� (' 180' 8' 5 5•FLAT LAWN HEAD 30 0.80 RAMRD SAM 1806 FLT DETAIL NO 9 LINE (S:SUNT) SIZE a LENGTH AS REO.O GRADE �B BS 360' V 5 5• FLAT LAWN HEAD 30 1.60 RAINBIRD SAM 1806 F-FLT DETAIL NO. 9 FrrTIN6 PVC BRASS ELBOW -� SUPPLY , - . DETAIL NO.9 • •� . LINE m 9aP 12 30 UNDERSIZE LAWN HEAD 30 0.65 RAINBIRD SAM 1806 120 � BRASS PIPE BRASS PAPE o WN HEAD 30 1. RAINBI SAM UNDERSIZE U1 30 RD 1 180 12 90 UN 806 12 H DETAIL N0.9 M . PRE PVC SUPPLY UNE �c� 12 WIDE x 6 THICK CONCRETE PEA GRAVEL(3/40) O 3600 12' 30 UNDERSIZE LAWN HEAD 30 2.60 RAINSIRD SAM 1806 12F LINEITAINTAKE SAY i BRASS ELBOW SLOPE TO DRAIN. IA"TROWEL ALL r��(MIN.2 CU.FL) DETAIL NO.9 EDGES LENGTH VARES m 90° 15' 30 STANDARD LAWN HEAD 30 0.95 RAIN3IRD SAM 1806 150 DETAIL N0.9 i TYP CONCRETE THRUST ' ?• GATE VAL VE 0 180° 15' 30 STANDARD LAWN HEAD 30 1.85 RAINSIRD SAM 1806 15H 1 :.• DETAIL N0.9 90° am ms STREET ELBOW I �� PVC MALE ® 3600 15' 30 STANDARD LAWN HEAD 30 3.70 RAIN13IRD SAM 1806 15F DETAIL NO-9 NOTE: N-4,` ADAPTORS • EOUtPRRENT TO 8E INSTALLED Q A MINIMUM OF fe FROM VIOlILLS,BLOCS,ETC_ t (SCR 40) • WHEN UNIT S NEXT TO BUILDING W �. ". USE ALL ETC TEST COCKS TO 8E MOTE' ON ALL ETHREADED • ARE i� �••►�INSTALLED N0. 4 REBAR STAKE ON OUTSIDE. FrrTING MIN. Be LONG OR AS SITE • ALL I�RGROI� PPES SHALL BE � WRAPPED WITH- NOTE• GATE UNLESS LVE SHALL BE N SIiUB MtEAS REQUIRES TAPE WHEN USING GAUL STEEL PPE. • INSTALL PER LOCAL CODES. 4 TYPICAL QUICK COUPLING VALVE 5 TYPICAL BACKFLOW PREVENTER ASSEMBLY TYPICAL GATE VALVE ASSEMBLY Q 90' 20' 35 STREAM SPRAY- 30 .80 RAR��D SAM 1812 #220 DETAIL NO. 7 MO SCAUASSEMBLY '" 10}� No SCALE (2 VIZ" AND SMALLER) JR-Bs NO SCALE ( 3 AND SMALLER) JR-84 �f 180e 20' 35 STREAM SPRAY 30 120 RAMRRD SAM 1812 #22H DETAIL NO. 7 I 90' 16' 15 LOW ANGLE STREAM HD 30 .80 RAINSIRD SAM 1812 160-SLA DETAIL N0. 7 101 N S • • r 18CM Id 15 LOM►ANGLE STREAM HD 30 1.60 RAINSIRD SAM 1812 16H-SLA DETAIL NO. 7 ���•SEIpF� ■ _ BUBBLER HEAD 30 .50 RAINBIRD 1802 5Q 0, DETAIL N0.7 `! 4, x� A ; - • SIDEWALK, CURB, •' AS NOTED . ETC. ; • Si nat . SPRINKLER NOZZLE Date - j?+ SIDEWALK,CURB, ETC. . • •' NISfi GRADE [NKLER NOZZLE ROTORBODYODY ► i�• I (61NSTALL /2�SABOVELV NOTE: RIs STABILIZER FINISH GRADE) VALVE BOXES SHALL BE INSTALLED IN PLANTER AREAS ONLY. RF AREAS WITHOUT PRIOR IN T R S BOXES U VA T INSTALL VALVE O S � CHECK N -SPRINKLER NO2ZLE (t) I s<TREET WHERE ��� ELBOWS WHERE CITY INSPECTOR. REMOVAL OF IRRIGATION (S%3zT) TE SCH P'VC NIPPLE EOUIPT.MENT INSTALLED IN ERROR IN TURF AREAS AND OR EL DOW ( s LENGTH AS RE-�STALLATION SHALL BE AT CONTRACTORS EXPENSE. ASSOCIATED IRRIGATION CONSULTANTS UIRED ) 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA FINISH GRADE 90026 (213) 477-E526 LATERAL L I PIPE STABILIZER -RUC TEE OR ELBOW (Ss SIT) q•O.C. PVC SCH. BO NIPPLE IIARDSLAPIIK SIZE AS REQUIRED ( 3• MAX ) MARLEX STREET ELBOW FINISH PAK I , F �,' v O •� p� . • IIS _ - I � .; 12' r ✓ MARLEX ELBOW �' , POP-t1P ASSEMBLY �� - H '- 12� �� _��1 i� I � �ll)�- ��I�i CITY (INSTALLED ("ABOVE r PVC SCH.80 NIPPLE(SIZE AS T111I DESCRIPTION OF REVISION DATE ArP*Cli FINISH GRADE IN � sic i, ^'y 12• PVC TEE REQUIRED) IN FINAL POSITION - -CLEAR 94WILL - SEE SPECS. RIR Iuu OPEN NOTEO)REAS OR As SCH.40 PVC STREET ELBOW JESSEC S:SxT OR Ir RISER SHALL BE AT = ^ .1 RI ANGLE _ ANTERIAL, tOt COMPAC130N REDUIx:: = ttEAR tKtFlll - SEE SPECS. FOR ,M , v ELBOW _ CITY OF RANCHO CUCAMONGA = RATER IAL, !Of COPtPACTION REQUIRED WEE �`\ -•�a �,� � : _ Sm-80 PVC NIPPLE - _ 1 (LENGTH AS REO D) C FINISH s� PIPE TiENC>t L'"E IRRIGATION PLAN GRADE PVC SGL.40 STREET ELBOW --� I ROI-►RESSUIIE LITERAL LIRE SLEEVE FOR MARLEX STREET ELBOWSNOTE*CONTRAC'TOR SF„L T ,� SIZE TWICE DIAMETER OF NOR-PRESSURE THE CARYN COMPANY HEAD AS REOUIR TO BEST �' Ii t CORTINOL WIRES - IUMOLE An TAPE SUIT SITE 8 CC AGE IjL11 LATERAL LINE AT �s' O.C. AHO INSTALL AOJACL'1T �III� •� COHT7ROl WIRE SLEE'YE - SIZE PER PLAN (MOTE TO PRESSURE SUPPLY LIRE it = INSTALL ADJACENT TO PRESSURE SUPPLY SE STAKE LATERAL LINE ( SIZE AS NOTED ON DRAWING) 1'I{� = � !II i� LINE 1. INSTALL MEAD PLUS" WITH TOP OF HARDSCAPE AT INTERSECTION 8 CORNERS. 1 `I Pi"TDK Y OF CLEAN tACRFILL (d 'I PRESSURE SUPPLY LINE SLEEVE - SIZE TRACT 13566._ 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. NOTE USE TEFLON TAPE ON ALL THREADED FITTINGS PIESwIE SU►►LY LINE SC".400CL.»S TWICE DIAMETER OF PRESSURE SUPPLY ,rTYPtCu SUKI PIPE IN TRENCH I, TYPICAL LINEDATE' APPROVED BY: 7 TYPICAL SHRUB HEAD POP-UP ASSEMBLY - 12' TEMPORARY ROTOR HEAD ASSEMBLY 9 TYPICAL LAWN HEAD ASSEMBLY - 6' RorE. „DTE: CITY EWGINEER - - RC.E No. ??3 7 � NO SCALE-A7 NO SCALE (ON SURFACE INSTALLATION) JR-85 NO SCALE JR-004-84 1. PIGTAIL ANO LOOP CONTROL WIRE AT ALL 90• CKAnGES 1N DIRECTION. 1. ALL SLEEYES TO BE SCH 40 PIPC. DESIGN REC MMEN D Ij 2. [iTEuD ALL SLEEVES 1t' IEroHo EDGE OF HARDSCAPING AT 10TH ERRS: and/Plan/Design Group DRAWN anning • UrbanDii - LBndscapeArchitemIre S`1EET 10 TYPICAL TRENCHING ,�� TYPICAL SLEEVING j noN•oc"*wO-` '�°'"�'°"'�'`U11?wW")rmll" ____2_OF 32= CHECKED DRAwiNG NO C� JOB NO. LTW 741 1 J84 L .iv . - _2SiilT'pb�:PiRi'S- ?x.-I4[�R• �J.`•-.'p11 .#IWf.'JY_'.YIE'C.ktf.�Rff!••4.•'.'... - ?�R 1fiY'.4f � � T s H�I,T_ � moi / i • F a. 24 TH STREET DI�1S'rlQl 10 5 T LI I.ICsHT (a2 EUG. mAo:L, 5 1. Y I 31,31 R �T LIGHT sTPE5T I GHT 18 V. 1533.25 EL.F-v- 1530.00 EL. Y 152111 LIMIT OF WORK I5�3 8 32.�.G 1531.40 _ 3 PA. T, _ 3 PAX 3 PA.T. 3 PA, T G P A. T I j4- G - 3 A. }5z �TttT[ttttt[ T It 46 0 r 5q_._._. `3ENCFt _ _ 162q.� ISZ - 2T. • Ste-® IS , - .r - - - — - ,,,.... f � ; r, R.1, � J-\ r Y ! J E) JPYR, A. C I z4 ox `I �8 14 IrA./ 7 PLANTING BAYS C I I X33 ' O" O.C• TRIANGLE ,621.5 5PAGING TYP. -72��o _ 1% ow 11 111 2 415 w Cy\ Jill Z_ t fQ �1>-1��1.7 t f51G�i PA --40-t522.� - NOTE: INSTALL LANDSCAPE AFTER �r_15 23 FF= 1522.2 �. s Y I TEMPORARY EMERGENCY ACCESS HAS BEEN CLOSED � �____���_� AO= 1525.2 s f Q 1` = 162 , 22 5.7 - + j F' +o _ l _ 1 21.3 2 - — � �i f 1�'�J'2� g f # 7 46247ui PAD GF=152311J + FF = 15 20.4 +h 214 J > r •: Ic, +2 _ .. f52 I uil t� a - 4S cC� ._. I _ f _ 1521 G — ��. I F# \ a+ f _ + ,e,wpm q Cn 40 �I52�5c? n _ _ ' i1 S7 -_ IMPe � Q - _ - �' � � _O _,,.• iS2J.4r^o 1`' ii':i �,�-�,`may � 1C — IS23.g2 1522.58 _ LIMIT OF WORK _ T'C _ -- - T_L 19. 7 . • .. ' � T1�UNK� 5'QR 1.1%75f' OM cUfU- ` 1 2 02k PROJECT AREA 146 [ �� FF;4;, CttY 5TM PAfz42 60 a O A _ 15Y � � Y � 4H� 1-1 ��1. N . -ryn GAS �,, G� N.S Elp f U t £ o , - TRA�Tl Z 74 th STRF 15Z4^44 —' i f Tc' Signature - sit+ BOTANIC NAME v - * �, >` (-( � - , Z•1 v j_ 1524. 9— TREES ; p �,, w r J J S �^ I `^ L LIMIT OF WORK 7C- CIN. CAN. CINNAMOMUFI CAMPHORA ;,a B �67 « 4 s; Date EUC. CAM. EUCALYPTUS CAMALDULIl a y S Ora r n M. MAC. EUCALYPTUS MACULATA r "s !523 (. LAC' IND. LAGERSTROEMI A INDICA 'RU DFi�' „ ow " NOTE: REFER 10 SHEET 1'7 -FOR PLANTING LEGEND AND DETAILS OLEU 7C. E. R. OLRA El Ar B a. sr s s.. r PL. ACE. PLATANUS ACERIFOLIA JOHNSON PIR. IRA. PYRUS CALLERYANA 'BRADFORD' pppp N Y N ■ \i LAG SIND LAGERSTROEMIA INDICA 'SHELLsmrPINK ERTY a«�il „ DESCRIPTION OF REVISION DATE CITY APPROVED C.B. CEANOI'HUS GRISEUS HORIZONTALS M D.B. DIETES 'BICOLOR TI'iV '� " ` • .. CITY OF RANCHO CUCA MONGA I P.T. PSPORUM ORUM 1OBIRA 'WHEELERS DWARF' w r (� R1I. RAPHIOLEPIS INDICA 'SPRINCTIMF' ~B (V�() Z•C. ZYTOTU OONGESTUM 'COt1PACTA' R R.O. ROSMARINUS OFFICIh>LIS ,yl PLANTING PLAN a tSz2-$3 7 C L.M. LIRIOPE MJSCARI "G D.U. DOXANTHA UNGUIS-CATI I PA.T. PARTHEKOCISSUS TRICUSPIDATA FOR ;.I e e • GROD" COVER TRACT 13556 - B.P. BACCHARIS PU"-ARIS 'PIGEON POINT *I m �` ' ® GAZANIA MITSUWA YELLOW 10 _ THE CARYN COMPt.NY QD HYDROSEED MIX QE LONICERA JAPONICA 'RALLIANA' w >e „ s 7V { CO APPROVED BY' DATE: A CENWrENIUAL SOD j SAN SEVAINE r , r �` r-•' Ca HYPERICUH CALYCIN[M - CITY ENGINEER '� -- RCE. NO. 22397 r� Y, J I J r RETENTION BASIN DESIGN RECO MEN D J ' A"S 191 7"- � I ' tJ� s Land/Plan/Design Group I DRAWN Planning • Urban Design - Landscape Architecture SHEET KEY MAP NORTH 230 Newport C~DAw,SLA9 200/Newpdt Beech,cA 92660 I(71 t)720.1198 CHECKED DRAWING N0. �—�� jOB NO. ETW 741 5T1�E�T LIGHT r 24 TH STREET 61111115ZO,39 ■ C� oWs?1Q�w ' - ■ 6 ELIC. MAG, t8 ■ NNu�.�s 0 I P.A. T 3 PA.T. 3 LIMIT OF WORK P,A.T. 3 PAT. �t ■ STREET LIGHT S i-K#fii" S 5-05ET 2 7 m j ■ G 525.48 L 152 194 1523.6re 521. T EKY. 1521.�q• I — ,92 0.4_5 IN� � 1�•Iq' TG — TG T-C TG J TG TIC- ■ ■ 1. IGN, GAM. m-- A%�_ -� AF'f - � r __. 5 �.8 - i5 .3 2 B£k`cr� 1522 9 15Z1.8 ;520.9 :. i R 516 L ( 518 c I ,5 I 2.5 1514 5 s _- - _ D' • 14 EA15 FLAN-T& 5"513 jPYR ORA, r 24 BoX _ AND 26 IN ENTRY Q 1 T� A L J � � .� � J --' , 3'-0" O.C. 'f RIANGLE � - -- � �.. .' �• 7' ACING •rYP B T I 4-Oe P.-T. ! i CA i l t5t8� I I - I z t PATS=1518•a1 z FF = 15i01.•4- t w 4 r Lj 1 tt � J � w CIDI U i w 1 j 151I.i7 W ISii i7.___ LL W n f I �� U) on-no �ft an Ir51-7-� ��1t7?S Q r ?�_ - - tStG 6 _. ------ ISIZ.64 -, / an \ _ — r/ Vi51454 no an li. Tr- 1514 G .. — ■ - - --' 1514.99 _ ttl _� _ TC 1 0 ST TG ,j51Zo LIMIT OF WORK I5�4'3�0-- 1 YG 151z.1a a I Tc- i 5!7.35 164fo -"��� ------ '517.35 -_ _ _ r L � � 15,04, 7i T J PROJECT AREA Asa ; �,.SEID TRACT 13565 � �. -m Si natu e sTM BorANIc NAME j _ 4 ,IZI� m "1 e TREES 1} P�:F � U 1T Q t •• - >'' ' " CIN. CAM. CrIM01I CAPa"A Date M. CAM. EUCALYPTUS CAMALDULFXSIS i Ar a 2 4 + tUIC. MAC. EUCALYPTUS KACULATA S A2' . LAG. M. LAGERST70EMIA INDICA IQU��1 P o r a L NOTE: REFER TO SHEET ('7 FOR PLANTING LEGEND AND DETAILS •� t_ ( ..� _ ) ,Com} � �' OLE. WR. OLEA tUJROPAEA • PLA. ACE. PLATANUS ACERIFOLIA JOHNSON " " >; " j Pn• M. PTRUS CALLERTANA 'BRADFORD' PROPERTY AV •+ .. LAG IND LAGERSTROEMIA INDICA 'SHELL PINK' 4 >a x r SHRM DESCRIPTION OF REVISION DATE CITY APPRQV[0 .. C.H. CEANOTHUS GRISEUS HORIZONTALS se �r y I D.D. DIETES BICOLOR 0 t P P.T. I1IOSPORUM 'fOBIRA 'WHEELERS DWARF CITY OF RANCHO CUCAlI�ONGA R.I. RAPHIOLEPIS INDICA 'SPRINGTIME ~ X.C. rn.OSMA CONGESTUM 'COMPACTA' _ 'ao R.G. ROSMARINUS OFFICINALIS PLANTING PLAN B'18� L.M. LIRIOPE MUSCARI +� D.U. DORAWMA UNGUIS-CATI PA.T. PARTHENOCISSUS TRICUSPIDATA FOR GROUND COVER TRACT 13566 - 1 r B.P. BACCNARIS PILULARIS 'PICEO!f POINT THE A COMPANY CAZANIA MITSUWA TELLOu C R N C O fkRBlhf1�7 Bt?tt ID M QD HTDROSEED MIX LONICBRA JAPONICA 'HALLIANA APPROVED BY: - DATE: ° AQ CENNTENIUAL SOD CITY ENGINEER ` ��- RC.E N0. 22397 SAN SEVAtNE © xTpERICUM CALTCINUM DESIGN REC MMEI�ED ,. RETENTION BASIN ..0 'p �H �s Land/Plan Mesign Group - DRAWN Planning • Urban Design • Landscape Architecture SHEET KEY MAP Km T� 230 Newport Comm Diva,Suitt 2001 Now"i Beach.CA 92660 1(7 14)720.119e 9 r 2- _- of V NORTH CHECKED DRAWING NC. JOB NO. ETW 741 GONE R tppMpts E� Gfgm rre TROD , SI I, FENGE F. G.D. N CF— 151' OT E 95 , 18 l 8 l B LA —`t E ! 205 G. LIMIT OF WORK 0' 97 IGE1 PAR COMMUNITY TRAIL ACCESS Qi8 I L —T SEE SHT 1*77 4 78 15'4 4, N 15'� 5' S� C--1=C D Ro.� -_ 15 GAL. v +5iL(?, NCS t` itiC� \ � ~: tvc: �,,�„ ,rC-� � 'G ■ 16 :. .•Tis•:•:•:•:•:•::::: ^_�••. ; �- " ._ ✓ 1 h1I0PC, MAX •-__- .: wi �./, -" .. �.^- r�-_ _ - " C �' _ _ — — O ••#f _ ♦ * T jNi► _ --- �tHi+i�it• • ReH *1►tlik��+ iH�►- i+fop ►'iTi••T•'i{ iitFifTi�illr+i#+r+N•*is�N•r�Kirt mid♦ N — --� GTiiiii••iT=i •�••i••�i _ •••••••••��•�•+• iii i?iBi�f�•�i i • _ F>r!>S�`� p ty �if•+i�i•rrKsr••re•••rr)�•+ ••3`►••��•�►r•�•f•�•••Hi •••••�••�'iiitN�►•i•ii•!*# Ip ; LL I� _ , ■ N F-QUe6lgVS N TSA I L, F�ENC.-C-1 _ ��? c - � c �., X_ 4 -10 - WAU. PAY �VELOpER _ I � mowlso l r—p '� r• _a _ _t�o J ROOT BARRIER — r r I 18 1513 0 7 ON SLOPE J--• `' I�1 6i l 8 4 n'DF t5�o 8 I w i A. kF> Z Q �1� -- 15aZ % — . 't t L P�,w— � 5t7. 2 F = 1513.7 _ � �� _ 1°; r 151 = F i i : I Fw 51<1 w5 Ft N P ,}b` I--� � 1 S 11 O i _+.r �0 r — �.4.: 2�p F cy 1 \ Uj L—_ I PAD = 1511. 0 15�g P P'A�=15074 UjFF 17 1 4•te - - ¢ ° F STDF T r l _ F 1-)0" .7 T'�Afl= 5aCn. 2 1 LIGhT r !D, t: 2 P,">•1Lk ELEVr �' FF = I-POG 7 : 1519.76 :F + t c.t .. f7 AD 1508 _ II z T i j 1510.4 i - ' f F F 15 8.q .. Q 4� c 1 i c„ �.S T In / i519$b t �D011 f�X ?`??4 l I 1 c t t[� r , T1 ,2 21� >� IJ LI AL ��B ° t5c3 4 !I l -4- I - 0 a . - _ 1 s =; Uj T i B p�N1'I►� o't'� No,�i�F - i ; f � '� 3 � _ � �F- +5c�2 1 150 E3 �, T (n I Uj U- L 1 i i \ �. .. „� 1.509.( F"a GF - 1508 .4 j �<, 1 I 2 PLA. ACE. '$may' 1 -48" •,��. _ ^a 11 ti , +L,�, 16038 1 36" BOX I� � 07 Q L; [c 3 CJ ,� - � N K ■ MATCH LINE ' .:7 y-'• TZI- I x- 1502.31 . r _ ■ 50q 00 �` _ ___ ____.___. - --• ,- . LIMIT OF WORK x 15.94 40 _ •� � r --- - - 507 9Co ��C�' 4i 150�.tv0 � 15C3z.''�I T T(- _ ------------- J - G:zo.3 r' E E S HEFT C. S - Z, 1 b04 98 150415 r� I Z _ . _ SAN.SE/pE� _-._---- TRACT 13565 _.� - _.. ¢� �` i - - } 1, sYK BDTAxrc NAME x + Fri * Sign t u e 1 o' TREES J 1"" ; PROJECT d �i I CIN. CAM. CINIfA140M7M CAMPNORA �� *A: AREA Date EUC. CAN. EUCALYPTUS CAMALDULENSTS a •' Mr 0 EUC. MAC. EUCALYPTUS KACULATA P O S a L F I Q LAG. IND. LAGERSTROEMIA INDICA 71t� *' n Q �• K w •� 'k ' y GE1 PAR 6EIJERA .PARVIFOLIA MOTE- REFER TO SHEET l7 FUR F'!_ANTING LEGEND AND DETAIL A C-0 PLA. ACE. PLATANUS ACERIFOLIAJOHNSON " " : " ,� 1 REVISED TREE SPECIES AND PROVIDE MAINTENANCE / / �f PROPERTY a " " c o 1 ACCESS—ROB 4(G(�3 �/Q/ M. IRA. PYRUS CALLERYANA 'BRADFORD' ,ic r 1 LAG IND LAGERSTROEMIA INDICA 'SHELL PINK' + �� SHRUBS ry r C.H. CEANOTMM GRISEUS HORIZONTALS ; DESCRIPTION OF REVISION DATE CITY D.B. DIEM BICOLOR t� APPRQV!'D P.T. PTTTOSPORUM 'MBTRA 'SPRINERS DWARF' ~ ~ ^ CITY OF RANCHO CUCAMONGA � R.I. RAPHIOLEPIS INDICA 'SPRINGTME' ,Qo X.C. XY(OSMA CONGESTUM 'COMPACTA' a.t,m • R•O• ROSMARINUS OFFICINALIS «� PLANTING PLAN L.K. LIRI(�E MUSCARI - � _ G'�4L,E ,~20' D.U. DOZANTHA UNGUIS-GATT v r •' I I e e « PA.T. PARTHENOCISSUS TRICUSPIDATA _ p, GROUND COVER 9 Ft, dA ® O B.P • CCRAR2 S t PILULAR IS PIGEON TRACT 1 POINT 10 C 35fifi AROtaf� GA2ANIA 17 MITSUW A YELLOW ' `o ypADSCgp� THE CARYN COMPANY Q HYDROSEED MIX >" '� " " r 1 Q LONICERA JAPONICA 'HALLIANA' ! Q CM,7ENTUAL SOD ti ni ,s4 SAN SEVAINE \4,'t� Q,� P' BR�C��9cy�.► APPROVED BY: DATE. �� 0 3142 'y CITY ENGINEER RCE. "' © HYPERICUM CALYCINUM 1S- e' RETENTION BASIN R yz 2 2 3. DESIGN RECO MEN D t. J * and/Plan/Design Group j KEY MAP +rr /IDI(o)� DRAWN Planning • Urban Design ° Landscape Architecture SHEET ii NORTH qTE Of C AL1F 4��\P KNE 1 230 Newport Corner Drive.Sup#2001 Newport Beech,CA 920001(714)720'1199 T 0 OF... � CHECKED DRAWING NO. I � JOB NO. ETW 741 384-L J IT GD FENGINGt BY OTI�ERS ECOMp05E 1 I _ x X x ,� 8 ,� x —x- x D DEV 13 G '31 GEI PAR x E � -x • 15 GAL -c _ _ G.FG.D Rte- I GAL N (l50Ce? C�49ES ) i5CK3 Z) - - , C14�50) N, , - ........... ......:::.:...:..:.::::•.. .::: :. ....•:•:•..•.•: :::.:.•.: ........... mss:.•` _ `- `�_ . �. ,•�.::�� .�`.�.. � ...fir•. V 17 k Q - - - - _ - - - - — — --- - - -- --- ---- -- - - - --- -- --t- so x 011 r .. .. 0 .. ,.. v R ,. x 4 r _ S - N ci .s_ _ a s- � a s. x s s »- Y t �a-..�s-�♦ b. "w a. - . ¢ .a. ... ... a- _. of �!. �iF ... .._ n. x. +. s -> w s a- ., s. a m c z a :. a _ ,.. n . t -- .. - t�x cos) 4) - 1 = F-U \'L -- ------ qA_l r�' �x FG FZ Fa 1 F U _ a \_WY V V f (1492 8) _ G" tf'; • � N�, q 4 t4AG ± 4 ROOT BARRIER F7a7ON SLOPE �4q, �• 1,4,1.7_ o V i _ ±4615 Co 55 11 — t 14�t5.5o.. ! —_-.` Uj I W z 37 _ _ 4 Uj PAP-14P172 � F. } Cn . + , PAn= 14cl-�.2 9 l— ,� FF=14q 3 i Q 141 7. 7 ? , PAD - 15 45.3 U -40- PAr) t STREET Tile F'F = 1505.8 _ t ±4qs-7 �1� 3 i�w�-zi �`w5 a' t ?._. �e1 1 PAV 1501. 3UU . t 1� 11 '� iS I7 C ' > c _ Y Uj TG C_Tc - ,;�1 47 I - f 2 ' ' �I `d � Cn _ _ T1 !b LL � 4 ± ,� j f5UC' t _1 l - r -�. .r Zi d �r> 1 i; R « I - - ' / t, ,r -,=, �� � CF- f5O1 3 I Y h o. ` L.._.. . ..-. .._. ._._...-� _ _.j t� - .4....4..44..... I 4 _ I 1,494_ 14°1 98 .59 . r1 ♦ « C1 1 .. L�1� �, of 1 r .. 11111111Zr� 1 =14gC 5 10 , I t� 5 LL. - PAD=14g5.q - - r 1F= I44370 I FF _ ■ 50� r �.: � ' . �6, ■ , {� / \ _ l 'R I C ,r. __ --- --_r_ _4444__. �o W 7 _ . s • OP S / __ _ ry. - _.p- 0 t t --_ 1 I __ J1 -- _ TRACT 13565 �r G --4.444__ 24 Th S I HF Q _ ._ U! — �_ _ _ Slgn re cc Date f 1494_ _ LIMIT OF WORK 9 dw 12 4m a44.4,.4__. � ---- ._ -- • P O L - - syM '02i1f1C """� NOTE: REFER TO SI-t€E�''._ (� FOR PLANfiiNG LEGEND AND DETAILS J. . _ TREES w � � � � � REVISE TREE SPECIES —RAR p evI , _ JOHNSON '• PROJECT AREA CIN. CAM. C]N±fAMOMUH CAMPHORA Q .�.+ G/!� MIN EUC. CAN. EUCALYPTUS CAMAI.DULEWSIS l PROPERTY 'o .n Ex. MAC. EUCALYPTUS MACULATA CITY ' �•�, # DESCRIPTION OF REVISION DATE LAG. IND. LACERSTROEHIA MICA KL�� APPROVED ( 1 PAR G ATANUSA PAFOLIA IA CITY OF RANCHO CUCAMONGA PLA. ACE. PLATANUS ACERIFOLIA H w S P P71t. BRA. PYRUS CALLERYANA 'BRADFORD' N v dw LAG IND LAGERSTROEMIA INDICA 'SHELL PINK' SHRUBS PLANTING PLAN a C.N. CEANOTF(US GRISEUS HORIZONTALS w D.B. IMMS BICOLOR 1 - P.T. PITR)SPOF.UN TOBIRA 'WHEELERS DWARF' FOR RAPHIOLEPIS INDICA 'SPRINGTIME' ONCESTUM m � ® o � R O. RO MA.RINLIOFFCICINAIAIS TRACT 13566 - 1 M. DI NUSCARI THE CARYN COMPANY n c_ �" ypHDSCgpf D.U.DDozAh"rHA UNGUIS-GATT ^- �' > �tt0 BRA/ qpc PA.T. PARTHENOCIssas TRICiJSPIDATA APPROVED BY: < =' DATE. ���5 F i e e VSAN '� � eCGoom COYt"" `�, I Y I R RC.E N0 _2397 rC T ENG NEE C�SEVAINE IR, � �. Q, � c, 3142 RETENTION BASIN r� 1 •.� J J J -` 9� B.P. BACCHARIS PILiRARIS PIGEO}f POINT 4 51 GAZANI A MITSUNA YELLOW DESIGN R E C M M E N E D t S ' QD HTDROSEID MI1C �J' I �is • it,�tt o and/Plan/Design Group E WNICERA JAPONICA 'HALLIANA CEN 1'911UAL SOD DRAWN lanning • Urban Design • Landscape Architecture SHF E T KEY MAP sl ID�tr ��, © NYPERICUM CALYCINUM � � Tri I 32 NORTH qTc OF C AL�E ►+..vort c«,ro•o•ti.,sem.zoo N.wvoR B..a,,CA vzeeo r�,q tza„ae Q CHECKED DRAWING NO OB NO. ETW 741 384 ` E As, 18 GEI PAR � gY ' LL�,� l I ! s F21�.. >=c n r��.r� I GA L 15 GAL.t�5 ',a�2 Q8� 1/ ��i!'� �' 44-FIR 40! �y �148r&5' NG - - f: L FI r���w��H� �+w«+�+�f ��sa���• :����C►�a��a��a��aN�+w«+�y� �+�• �y�. ii��+�rr �+Y��+++�t�► PIP - — - — -- - - — -w _ op ` 41'k� '` f q�,c •p r g c, -3j . ROOT BARRIER _ F � - ON SLOPE ! J r j\ C.,. J J `.J 6 �7 w _ —_,4D/, 0 .. I L_ q F- FF= 42 = 148-70 r, t4g5 2 t RAD .G � 1\ I W ,' ` 2 : F'F = 114Q�. 1 111 PAD = t485.2 ,��� ._ U _ I FF = 1485.7 PAD = 1488.2 • FF= 1488.7 � � � v� o :,'-�_ �� � 1 K LL rJ .z Gf== 1468 r r, tL 1L G 4� . � GF- 1485. 2 !_ � V �- t ,t i, ,` • i� L — f 111 -4YA = \ 14<; i 1� 4 - r n a 1 an rt -.- - - f� �< :., dw c Vi°\INE �-- 15D � SIA 4� LIMIT OF WORK 7 �4Fs=47 'L S S�N. SEIp£ 1 Tlr� ..• r � �:.� JJ II � TRACT 13565 _•1 U� S, ridt • > 9 ure ��� J Sm BOTANIC NAME ' ID If !� -IT TREES cc t e 1 � q 2 Date SCALF� f� 1 �' R !P �' CIN. CAM. CINNAMOMUM CAMPHORA > o ¢ ~t/ /_^ EUC. CAM. EUCALYPTUS CAMALDULENSIS /a 2 4 . EX. MAC. EUCALYPTUS MACULATA 6., E• REFER TO SHEET 17/25 FOR PLANTING LEGEND AND DETAILS r s= / L .. LAG. IND. LAGERSTROEMIA INDICA IRLUbFkA1 P O .. Q. as/ . GE1 PAR QEIJEPA PARVIFOLIA '" a •' QI REVISETREE SPECIES —RAB 4�G1�3 d/�N PLn. ACE. PLAT'Ar"JS ACERIFOLIA JOHNSON " •` �� K PYR. BRA. PYRUS CALLERYANA 'BRADFORD' PROPERTY ;+' m CITY LAG IND LAGERSTROEMIA INDICA 'SHELL PINK' R„ +� DESCRIPTION OF REVISION DAT[ SHRUBS A 1 7 AP!'aE1Y[t1 I GIT ' OF RANCHO CUCAl ' ' C.H. CEANOrMS GRISEUS HORIZONTALS ., r yOlt A D.B. DIETF.S BICOLOR / ' P.T. PITTOSPORUM TOBIRA 'WHEELERS DWARF' v R.I. RAPHIOLEPIS INDICA 'SPRINGTIME' PLANTING PLAN X.C. ZYLOSMA CONCESTUM 'COMPACTA' R.O. 30SMARINUS OFFICINAUS L.M. Z�R'"' 1TiCCA1R ~ i D.U. DOXANTHA UNGUIS-tk?f • � FOR c� elf 4� I( TRACT 13566- 1 FAIT. PARTHENOCISSUS TRICUSPIDATA e Q ~ THE CARYN COMPANY GROUND COVER cr wa r H B.P. BACCHARIS PILULARIS 'PIGEON POINT I � � � ® o � O`ANCSCi4PFq ® GAZANIA MITSUWA A'ELIOJ Rf E'tf ash HEi,s BR C DATE: - Q HYDRosEF,n ruX o e '-! „ o PROJECT AREA ��` 0�0.� 13 `�, �` U� Cy APPROVED BY: i/S ' QE LONICERA JAPONICA 'HALLIANA' _ 3142 '9� CITY ENGINEER 1 A� CENTTENIUAL SOD M r Y- - � SAN SEVAINE RGE NO..22397- �,� riI DESIGN RECOhera'� nDEO © HYPERICUM CALYCINIM ` ..+ts e- RETENTION BASIN * I s .-z # , I • and/Plan/Design Group DRAWN lanning • Urban Design • Landscape Architecture SHEE1 KEY MAP 4 OF C P L\i KM T , W Nevrxn Cen«Drive.Suit*4001 N*-m Bests,CA M00I n 14)72p 11pt NORTH CHECKED DRAWING NO JOB NO. ETW 741 F�JE CT �f'�V i f:� ( C�F� SEE SHE 14 " I I 19 L.AU, IrJD` 5I-FE!_ pINK G A L w rip wwww�aim wool 1 CIN. CAM _ t U A L -- '- ~— - I ----------- - r • . i IBRA ..._ 15 GA _...... . . O q 1 . I 1 0 i i 4f 1 ❑ o .... - 1 ow ME Uj x 1 1 1 1 (!4 w mm 0r- 0.� - a � R -- mum (D�7 Uj I " v I 1 I I I i 1 I I I I 11 Uj1 1 I I I I 1 15 L I 1 I I I I 1 1 1 � 1 1 I I 11 I I I I 1 I I j I I 1 N I i 1 1 N 1 I 1 I Pyr A BRA i I I E I I � 1 I I __- _ _ _ 1 I I I I _- 1 I _T - Am._ANN a__wa� .______ _Laaat.--aa+w� _____wr___�____� _��..��___ —____—__— —_—_ia___s �a ?RACT 13565- --- - 5r { 9 24 � } cc .r 2 cc M 4 . ; f�}OTE r�EFER TO'SHEET `] - FOR PLANTING LEGENp AND DETAILS Q r 3 ' + JOHNSON _ DESCRIPTION OF REVISION DATE CITY PROPERTY " "` . a PROJECT AREA A APPROVED S" BOTANIC ^ANE V' 5��.S��°£� CITY OF RANCHO CUCAMONGA TREES .-^ i p � Pli1TANIIS ACERIFOLIA v PU. ACE. r ~ CIN. CAM. cINNtiMov armHoRA r Si PTUTHE CARYN COMPANY FOR ari turo * i ELIC. MAC. EUCALYS RACULATA p * ' / N. PYRES CALLERYA I 'BRADFORD LAG ' 0 y■ Date T R ACT 13566 - 1 LAG TR LACERSO�fIA INDICA 'SHELL PINK' « F STREET TREE r S Y n . PLANTING PLAN JOB NO.ET\N 741 e .0 10— } APPROVED BY: DATE: 1; , CITY ENGINEERR.C.E.CNO. -- - S �• 101 201 40' AN SEVAINE DESIGN « y ` IG RECO MEN D RETENTION BASIN "+1 ES Land/Plan/Design Group is DRAWN Planning • Urban Design • Landscape Architecture SHE T ISM ry Tc 230 N.wpd1 C~ SuOo 2001 PMwDd1 6wd.CA 92600 I(714)7201198 ' a .- - °�y�--- R KEY MAP NORTH CHECKED D AWING NO �� R.0 E. NO NORTH DATE FILE NO I 15- -womm"Ir SEE SHEET■rte■ w w ■rte ww■.�wwrwoommml ww - ■w� ■� r � ww� ■rte■■��rr �►■www�■w �ll■� �.._ ■■ ■■ rww� www■ -------------- w _. _. 1 - 2 - 7 } I I I I 1 t I I 1 II E 1 1 I I I11 � 1 R. . � 15 UAL-, Uj i I 1 I 1 I ; 11 r I I l I �•. 1 . I I I I I � I i 1 I I j j j j 1 ?C- or l mwm v ow 14 Uj 13 r cn21' 1 1 1 C wrw I _ 1 ._....._.... 100 L.1.,! _ o 0 11 01 o 0 0 o 5TrzF-ET TREE 1 EII f w 41 _ II LAIC,, i SHELL PIN k GAL •, -- M IFE w■mow■ w■ """"' ■■ www ■wwrIFOR nip r w f 00 00 e a j SHEET 13 x W SEE � II TRACT 13565 -- — - m '° _ Q. , � r v SYM WTANrC NAME ; .� Q A. �_^ 1w TREES n u 124� '' PLA. ACE. PLATANUS ACERIFOLIA P O ,,_c �# .Lahr " NOTE: REFER TO SHEET "l FOR PLANTING LEGEND AND DETAILS CIN. CAM. CINNAMON CAMhiORA J. 0_ a EUCALYPTUS MACULATA 'f Q Y + ELIC. MAC. ,I pYR PYRUS CALLERYAI A 'BRADFORD' JOHNSON a " "5- " a ry CITY LAC. LAGERSTRO�(IA INDICA 'SHELL PINK' PROPERTY r 9 " a a PROJECT AREA S`� 5�/pE� DESCRIPTION OF REVISION DATE APPROVED It CITY OF RANCHO CUCAMONGA b r y 1 signatur`b N` Date e ° * ' THE CARYN COMPANY FOR con ~ TRACT 13566 - 1 ' K i e 6 a STREET TREE _ k 9f PLANTING PLAN JOB NO. rTW 741 aR�ro+ r rt lo- fi t APPROVED BY: � DATE' , yv' CITY ENGINEER R.C.E. NO. SAN SEVAINE Q• RETENTION BASIN Q' QQ' 40' DESIGN RECOMMEN D � PC Land/Plan/Design Group al DRAWN Planning • Urban Design a Landscape Architecture SHEET r 230 N.wPW C~prM,SAO 200 I NO-Mfl B!Kh CA 92M 1(714)720 119E KEY MAP NORTH <,A T c.. "I OF'3� NORTH CHECKED R.C E NO DRAWING NO �� DATE FILE NO / ! SEE SHEET 1 3 !PYR. BRA. "m RmIo 15 GAL rwt A. i PYR. SSA. ■ � 15 GAL. 15 GAL CIN ____ __ -- _ -- - — �.,.._ _• _ _. '_�_�' =-_.....T._,,, K_ ,_______ - 15 GAL ■ rI CIN. CAM. I I i 1 ZEE E15 AL E LINT- 1 i 5TREET TREE i 1 - 11CIN. ■ t1 F-A5F- M E ' i 1 15 UAL ■ r---_-_- - -- - 1 8 LArm I N p'5"M L; PI N 1 15 GAL 13 ti r ■ -. 1 1 ! � I 1 ■ 1 I ------------------ �Igrtw��rr� --mom--------- ---- + ULj TRACT 1356524 1h S Fm - 1 I 1 1 1 ■ ' � Vcc L 1 i 1 o Q "ra 1 ., ( ■•• spa . PROJECT AREA o � =. p d P lug 1 I ■ LU JOHNSON " " s ", 1 I i PROPERTY s n Uj cn of s+ i 1 I ■ m � ® O (n 1 i STREET TREE ■ L - ,�- EASF-MENT LiNa �n❑ 1 -— SAN SEVAINE 1 I 1 1 � RETENTION BASIN PYR BRA 1 1 15 GA L. 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BRA. `"`., 15 GAL, - 1000— __ #t ■ ���y Y ■ j 5T2EET TPEE o f _ - ao E,A5E F- T L_1 N E ` • SLC wwwww"w ww ' a ZOA - -- r m 00 - 1 ■ I ■ 1AM + aw a ■ I �-� � �. L ■ I 4)� � r ■ I 3q I 1 1 1 Uj 4 , 1 ■ 1 I I _ _ I � � 1 1 _ ■ I I I i _ : I �o I I i i 1, 3 ■ I I 1 1 � i I 1 I Uj ■ I � l i I `, I i I , I; - ■ I Cn ■ I i I I I ` I 1 I I � - - I ■ � I i I I I � I ■ I I I 1 ■ I ■ I .... ................ ............. .. ........... ___ + I , r � a ...��w. ww w�rwwwwwww�wwwwwnow lww h---���� � i wwwwwwas.w �wwww- ww EE SHEET I4� Q S TRACT 13565 - � u ■ _ 1 Ujx Q U 3 " Q "°■ A NOTE: REFER TO SHEET . V7 FOR PLANTING LEGEND AND DETAILS 12 4 P O iSt sane L r DESCRIPTION OF REVISION DATE CITY SIN DOTANIC NAME JOHNSON i " 2C " xi APPROVED TREES PROPERTY PLA. ACE. PUITANUS ACERIFOLIA PROJECT AREA CITY OF RANCHO CUCAMONGA CIN. CAM. CINNAMON CokMPHORA AO EIC. MAC. EUCALYPTUS KACULATA o O THE CARYN COMPANY FOR PYR, PYRUS CALLERYANA 'BRADFORD' LAG. LAGERS-MOEfIA INDICA 'SHELL PINK' • aO TRACT 13566 - 1 -,C STREET TREE PLANTING PLAN JOB NO. ETW 741 9 6 ® o APPROVED BY: DATE: 10 CITY ENGINEER _ RCE. N0. 22397 o e o 010' 20' 140' DESIGN RECOMMENIPED SAN SEVAINE y I VIC Land le RETENTION BASINLdn�IPlaIZ/TLeSl Group i6 DRAWN Planning Urban Design Landscape Architecture SHE E T NORTH nO C« 0m v.S..2W1��.CA9,(71.)72PIIN 6 KEY MAP CHECKED FI DRAWING No E. NO /3 p4_L NORTH DATE FILE NO O f SYM I BOTANIC NAME COMMON NAME QUANT SIZE REMARKS I-�p ISI-Ur-f� & DETAL TREES REFERENCE � � �A►c� T� �n►�� ►� ` CIN INNAMOMUM CAMPHORA TREE 0" BOXl�ICA� ��G -hf2D sTA►cS C'T'�r AMPHORA v 1 �i EYE BOLTS t 11JI a __. - — 67 N 1-- - / EUC LUCALYPI US MACULATA UAL. ,B 8' O.C. - �--- tYrpcx-T'� f� FJ n1Re STN �j01 ` �QuBr_E_sTAK1NG - CtfiYaT�Nv ,�,,,� tl�t.l, hl' �b �YttSd.TS LAG LAGERSTROEMIA INDICA CRAPE MYRTLEMAC �{'p,�C / (o05-0 t b. ELE V�,TIoN � -U 71 15 Ca i. 2Q�O.C. NJ LE/•D SH IC(,.p3 Z�,� Z rNF CA�CN-�Ef)� 2t"��- A4,1p IZ� ,^ IQs URB %v" , GEI GEIJERA PARVIFOLIA AUSTRAILIAN WILLOW 7815 GAL B 20"GLC. Z r ' T-' 1b W IR e w YT"i T^ kAR . •y►.el_B T PLA AGE LAGE4�I FO L11� ISN EJ TR E E 2 �;i BOX A 30 O.C. ----,-.-��''CK!°rIt-L M1X.S>�� CFH,PI.N�RTNc>,NoTES PYR ATAI PYRUS CALLERYANA BRADFORD PEAR t h X , , TuRI= ,�R�AS TO l with dia. ddprese � pine st kes 10' long (2j A N) u �OII �iZ•1 �G1�iGr6.tI0NS 20 O,G. NavE �>3oR- �� with wood preserl�ative tarn, stake a miniflum AJ- �-�510 '� �► MI M M > tT is 1 15GAI. P� GAS 1 O of 12" into undistur soil and align stakes TKFS TO � '1 parallel to center' } �1"II� �r0 < <v r � T41 p er, I1rtE of street. (use 12 KALIF- - F - - �. 17v' D EQtIdL, rI stakes for Eucalyptus) LoocEroLE TO SE TREATEtI. G-�RDS,c� - �I LLS To BE paAt E� P��PtNDtc v�t1� To R{�- 1 �p � t .� f :t Ra evsat'.* Wimp `4 Jr�� tl oravel backfill ' ' t ! L 1�2�0�1�-h, its' firtisned grade L•L "1rRiNC� � cll� ! Deep root or equal control !anter '� i P Fh. I IJ-t� I_ III I' IL LAG L�GE`�T IZDi✓M IA I NCIGA ��.APF- KI -1 LE ejZ 1 �5 G A A 20 ox- 29- 18-P where required or approveC �� x Io _ . f2� Prr -ro � 2 'l r-155Ie t�oTl....; � I amu, r�t �~4 RO T l W 8ackf'ili tree of rocks 3" in dia. or greater ( I N PI I'1: r9 -D 11 C �... G ••� ,F �ui� > � —+ _. 2x CI1�1Y_RoF Rict�TLL SHRUBS 2,A ROOT SALL MAMMA 1 FERTILIZATION 1 r.,o� I -� I-�- —L t� s_ i C.H. EANOTHUS GRISEUS ARMEL CREEPER &Z7 1 GAL D,E,F O.0 IN R A, OtzI F � o C-. I'I mil NC?1rTS-per MFfiRS =F�� tKS. R-iloNS �NiNfF�N-1; . . TYPICAL TREE ROOT" 13ARRIE R. INS-ML.LATI ON TYPICAL TREE STAKING TYPICAL VINE - _ P.T PITTOSPORUM TOBIRA WHEELERS DWARF g'f�j 5 GAL DF 3 O.C. 'WHEELERS DWARF' '� '�• R.I. RAPHIOLEPIS INDICA INDIAN HAWTH RN 20� GAL DF O.0 �• PRIN TIME' g�Q E- v Gle�t•IN cr Rear G�l.�-w y��1e �H1!%ge JGfeP4�6 (IIS • ►�= � 4'l�Hl..t�a�N LM Uf?IoPE MyS��i X16 P,w� L;L_`I`fUI2F ,432 12 � ="""- � ��1�� city of rancho cucarnon a STANDARD � - lll�il! u�r � ' -- � �„ Q- - !��!! DRAWING _ � IU SII •. ._• ,��. �a��c ' 0 . . GIzPtJN aF To � 0!' /�' P Ic1Nt5HEt7 L � '� Tltil Mix PM • 2��t.L �—ie•Ias-rur�Gfc�t� q-' HIGH IIP-?Mn&StrJ' °tP+' !r frALL- mow FVWW7 �RZ.H r � - _ iuFgCt4 S VINES ]111111= I i,-I I N� - •6{�OW �tiJ 7 Rl%coNritla�T!o►J5 ONt,Y S�OEw��K [� A , ITn , �� `"• i" U. DOXANTHA UNGUIS-CATI YELLOW TRUMPET �jGAL ATTACH C � =II1 111= el R�P'1 �-AI;! 1 ,I�1 -rA r , o O IETER"Pk O }.� D.U. �Q / IN �.Ar�r PIT- ` � TYPICAL SHRUB PLANTING ON SLOPE !� I I VINE TO WALL 1Q ox, PA.T. PARTHENOCISSUS BOS I ON IVY PjGAL O.TRICUSPIDATA C . +e, r zJ Z =milli . . I_ rDde ip riw+nl�► -�•�- * �-� - _ ;x. UNvtsTt�tt�DC or- � TYP i -- �>dGl�il-� Mx �� `7 �j O O O O O O O O SIDEWALK 2 x ROa(�.l.L- • DIaMF.7-E� 'O' 0 O O O O O O �" o I S.L. Q oRrvE AP►ROACN � DO , O O O O O O - � O Jb- s uae t s -I s . • 74s"TrucGROUNDCOVER O 0 O 0 -o-- 0-1-0T • tuE .�. ( *~lso. ve'�` B.P. ACCHARIS PILULARIS COYOTE BRUSH >J ?> GAL D,E,F 01O.C. ISEON f�1 " T ' NOTES: SE` PLA14T LEGEND THIS PAGE FOR STREET TREE SPACING B AZANIA MITSUWA N1 FLATS F 12" O.C. i*trs oti 7�U� t, M ►�C /PAFZK �i ► F SEE PLANTING NOTE I I SP�uNe• AS SNowN - 't�" • ON kl• p- 5fVerW& ^1 Nib R5Y Ab LONICERA,JAPONICA HALL'S HONEYSUCKLE i5� FLA,jS 18" O.0 TYPICAL SHRUB PLANTING ON LEVEL GRADE TYPICAL SHRUB/GROUNDCOVER PLANTING (,-� TYPICAL STREET TREE LAYOUT A so�D" © CENTENNIAL TOP OF STAKES BELOW HEAD OF ? 'POTS DF 12" U.C. l. Contractor shall be responsible for planting of all plant material per Q TREE WHERE SPECIES GROWTH ANNUALS SEV7 1'I.-4N11(J& NSE 14 4 i2 Details and Specifications. HABIT PERMITS. S PER L.A. VARIES * C HYPERICUM CALYCINUM T. JOHNSWORT 5� LATS 12" O.C. � 2. Plant quantity in legend is for purpose of estimating only and is not - MAIN TRUNK � EE PLANTING NOTE I I guaranteed. Contractor shall check Drawings and verify locations and spacing and shall supply sufficient quantity to fulfill intent of *TOP TIE TO BE PLACED AS LAW TWO SETS OF CINCH TIES - Drawings. AS POSSIBLE ON THE TRUNK TO SPACED 24'APART, ATTACH. WITH S ALLOW FOR WIND FLEXING OF GALVANIZED SCREWS TO 8 '�E f tYf' �UM G-+�ZAN 6��UNDs �41�E T� Pl,4NTED 3. Multi-trunk trees, where, specified, shall consist of a minimum of three THE TREE. BUT NOT SO LOW LODGE POLES. canes all branching from the rootcrown of the rootball. All cane AS TO LOSE SUPPORT OR . vS� IINDE� •� C•� �U�I -Y 4 calipers shall be approximately equal. ALLOW THE HEAD TO DROP. 0 12 MAXIMUM QUANTITIES SHOWN ON LEGE-NDS ARE FOR ESTIMATE PURPOSES ONLY FINAL 4. Contractor shall be responsible for notifying the City in advance for the PLANT PIT TO BE TWO(2) l QUANTITIES OF PLANT MATE IALS INSTALLED SHALL BE GOVERNED BY THE `�A•t•gp following inspections and observation meetings, according to the time TIMES THE-WIDTH OF THE „ Sigrtiatur INDICATED PLANT SPACINGS. lh'fi� t.•1H!T7: � indicated. ROOT BALL. 24 �c � t N. .d my I t' 4-m* 3 BERM TIGHTLY COMPACTED Date a. Pre-job conference - 5 days. IN PLACE'TO FORM WATERING / I J !! PLANT LEGEND , 1PA01W IN �iJs b. At completion of finish grading - 72 hours. BASIN. LOCATED OUTSIDE OF =t,Qrs. '1(PKat. (Ami-i c. When headers have been laid out but before installation - 72 hours. PLANT PIT. X11 ++ IN3tal,.eTlcyl. d. When shrubs and trees are spaced for planting but before holes are THREE(3)-DEEP ROOT PANELS-24 - N¢7►�et.T �pY� excavated - 72 hours. FINISH GRADE o e •l`b DEPTH OR APPROVED EQUAL 10. Ground covers shall be planter areas beneath all shrubs) REVISED DETAIL"T" - RAS 4/�/Q 3 6A'14 e¢ !rVvO DE ttA99 e. At pre-maintenance inspection - 5 days. 4=1 (MAX.) �a ° ROOT BARRIER NO UB24-2 AT f. At final inspection - 5 days. — d , b LOCATION SHOWN ON PLANS. 11. Trees within five(5) feet of walls,wolks, curbs or other potentially root- CITY DESCRIPTION OF REVISION CAT[ _Fµ(G�.e.p>s • -i'�--}�c�,IpN � j � � . , =1FACE ROOT DEFLECTORS damaged hardscape shall be installed with root control containers. Prior AroROv[0 r ' IhITOWARD THE ROOTBALL). to backfilling tree pits contractor shall have City Inspect deep root C�41_YpIZ.i`-17 SAMt 5. The City shall review and approve all plant material prior to planting. , . Installations. CITY O RANCHO CUCAMONGA Ya�C ;AS,CW;4 Lk< Submit photographs from Nursery for all trees 24" BOX SIZE and greater. � "'` �?.' NATIVE BACKFILL WITH N - ROCKS-GREATER THAN 3Q DIA. I2 Trees shall belocated: Ten (10)feet from any light standard, power pole, 6. Location approval of trees and shrubs shall be secured from the C;+r 6' i i or reinforced concrete box; five(5)feet from any drive approach, fire i..so�ae•e prior to excavation of pits. 'FERTILIZER TABS PER MANUF. g g•+ + hydrant or underground structure (e. catch basins vaults) and three(3) PLANTING DETAILS & LEGEND NIN maintenance period of 180 one d'(M1N ' �*S RECOMENDATIONS feet from any meter. 7. Von completion of installation a ?YIrA L /ter.r�Ica p p ' p I. REMOVE NURSERY STAKES 13. Plant all areas that are annuals with Bi Blue LII turf(Ltrl a muscor/1 I nAL�Ylo�l. hundred and eighty days is required prior to final acceptance of the work 2 STAKING TO BE PLUMB AND PARRALLEL `� —UNDISTURBED NATIVE SOIL (refer toplonting legend?prior to City accept Lily of maintenance FOR - I _ JX1J0, p9dpM� by the City of Rancho Cucamonga. Maintenance shall include mowing, II l�"oar• zrYb+Y•4'r4'+r11,' - _ NSE weeding, irrigation, pruning, raising tree root balls which settle below 3. STAKE TREES PERPENDICULAR TO PREVAILING WINDS 6 (RII1N.) 14. Shrub planting in median shall be placed no closer than four (4) feet TRACT 1356-1 3o't�o�c-4e'eo�c- 4'r4'!t>1tJ / grade, fertilizing and applying such sprays as are necessary for proper 4. PLACE FERTILIZER TABS PER MANUF. RECOMMEND- N from the edge of the planting area to mitigate edge trimming. T TR�uV— care and upkeep. Maintenance also includes all repairs. replacement, ATIONS IN PLANT CONTAINER PRIOR TO PLANTING, THE CARYN COMPANY 1'1a� cleaning and adjusting necessary to keep the irrigation system in good FOR OBSERVATION PURPOSES. A Y WIRD 5. TOP OF ROOT CONTROL BARRIER SHALL BE AT FINISH - . working order with proper coverage. GRADE W. E t,tt'J1CAPc APPROVED BY: i. DATE:2-1'V M�I' Landscape Maintenance Period: 6. THE RAISED ROOT DEFLECTORS SHALL BE FACING �.�� ` 't9 �'��"d-`� ` -� -,..aK,.J{ �, 0 CITY ENGINEER �� RCE NO. '-2 NOTE: MAINTA A 3 FT, MINIMUM DISTANCE p TOWARD THE TREE. `� : A BETWL N GUYING WIRES AND, CIRCUL-AT!ON 180 days period - See specifications. 7. REFER TO STD. PLAN 507 FOR TREE STAKING AND ��,� �` �?' AREAS PLANTING DETAILS. S 314 �; DESIGN REco �NQ■Eo G_ /- 8. Install root - barriers on trees next to curb and sidewalk areas. Q�` � a _ Land/Plan/Design Group DRAWN Punning - Urban Design • Landscape Archirecrure SHEET 9. Install arbor - guard on tree trunks in turf areas. j� ` G no„�„Cww0,,,�,,,rMO mewpv,8,, r„92„�,(7,.,,,,,,w 17 3Z 2qA I OF — TREE GUYING DETAIL PLANTING NOTES TYPICAL ROOT BARRIER AT SLOPE rl_:A�==.% m CHECKED DRAMIM�i Na J JOB NO. ETW 741 8'- o' 0 �'x c�' F1 v4: PPS1 2x� PVL RAIL I �f--- WJ1LL/FEIJGE yIAY OGGUR • • • - V21 �TROME FINISH � 1 -7 �x �" GONGRETE MOUNTING BRACKET H ENDS IZ TIU SA FIN15H CIZADEtv� rEv TCN W x&I C4 IJCR" m Eve roe D. -rKA° I! _ _M1N. (CIe.�55 SLOPc'� }•f�ADGR lGY.JkTlp� '� - -._ _ • ..,... Go •' iGilOt`i P1.4(`I �IR- W I I✓�rt � ° • �� , _ `Q 'ex _ -. Trow6t. �I Nyt WAtL NE AY !G Z I � .Q• a • e +-- xb rr fit. I�INif G►�►�+C>E (TUlaf/ U GOND ( - °p , . } °� °•• Q. •�• ° �il;i' _ -� NOTES: *FU 15 �,N V`L l�di S R5 a •�. , __- - 1 D D6 TVP SUB i : - � �,t- fIm -mss _ — �' _ �T�H� '' _ N) CERA .• • j J 1 �I�III ' -- (III�Ij- USES or DIS-no-r� ^R — De . 1 VLoXe PrJ R1vMOLDED� � Posrs ♦ + DS eF - I- - - IIIIIII� P2EMOD6 " I • #� �• �,pQ (�1TSION JOINT EXrASDN �INIAT20-OI/Z PRMOLDD� • o+ i:rnr..ovF�'rvTi.Tr��eX,-E. 'f0 WaI.I.,CONT. D.C. 'i�'P, ExPAN510u JpIIJT 1 I ' PROVIDE -root. IIIA It NNERE ADJA(,ENT I. P�•o"'i PJS� 6P�AtJ i'f� S{�4 LL SIN lytt bfzA PE �,"�!� Go^I c�eT>' +�AD�I� - - 10-0 O.Glyr. To wAl,l-, GONT. 165 COH PAGE o •to 90'/e . _: . fFW102 Its TWO LI '".> WIN �� � DELOr1Po5Et7 - r'a 1 � ���� ANG. GI'f°( MAINTAINED AREAr �----� PRIVa-TE�Y MAIN"fAINEP ARCA 2 _ 4PANITERAIL T �0 w', • ° `' �+ P�•1', Ft N G Q !!CRY a >�• u OTE : , TE:- 1• GOHGE9.0`T t+5P Z 40h " 4UOIYi WCTI' �l���-II�cN TIZAI1. MNC .PROV IDE '�z PREMOLDED EYPAwS10 u •. • •' ' ' 1.FENIE SY'(oUINT1?Y ESTATE CO. OR °> N�J� t�t J 01 U T AT 20'-o" O .G • T rP. EOUAI.. AS APPROVED BY LANDSCAPE 1 ARCHITELT ANO CITY. T-H►S :!H�, . Movios TM. JOINTS 0-01 O.G. TYp. EQUESTRIAN TRAIL POBDX IZ(6B SAN JUAN CAP15TRAN0 2NEApM LL ONLY BE 12"�7EEP, YYITH DBITION�t. �E�* AT 5E2VIG� ACC-55 - -- CALIF., °126930A) bbl-ZZ3� DANE GE I KGs oN 2A n4 5 . AL ON(5 ( 51 E EGF- T At L DECOMPOSED GRANITE TRAIL (A) EQUESTRIAN TRAIL FENCE B CONCRETE HEADERMOW G STRIP BETWEEN TURF & GROUNDCOVER D IIJTEG�4�. GOLof�: BRICK REo. oWEI, I�JIS E-XPAN51ow JOINT TR V2 4�;FN�� S F- E PLAN 5. I�A/I v- �'I ra-r 4 ,Y211 C.AQaJ�I� -110 MA-1101 6D{.IGR�� 112- PREMOLDED 12 Of ExPAN51ON JOINT YA.RI F-WSH w I`t�+ - 1JA1-V re�G f o5T ADJAGEIJT -\ �. M N�AT�ad- �'• � 0"� — 1 II _.— + 1 • /i PATTERN --- w Z-0 4-44 N . ►ayv y� T (-- - MIN, T J � - — � G '�1�I1. .-.. --)o -#.3 RE -gAR COIJT. FAUSTRALIAN - •*3 bot.Jt�.• � s WItLOW t � b' - J1q- hlAt..l.z Y-D11ZN � N E F EIz-6k4&NR. brid Iz&pr—, �6w� PLAN 1^ EXISTING GL1Rb , -I-P rrMcrf +=FEI2ENGE :z, r ti mA I N T. E>AND - '- w0 E • t..l J �6 ' x. 1 h _ P1/2 R VDE PREMOL ED E A u 510 u6 x6 - Nor/ CURB � � �� � � . �� J 01 LJ T AT 2 0 - 0 0 .G • T YP. Z �,- x_ - Z -o HINT• BAND .�,- TG DINTS �G. Tl'P � M • PRov10E Ot, J 10'-0'-0 4 _ 7- 6 �.1 ' EY STIhG J ` CUR- BOMANITE - NERKINGEJ. , �� 1 1�1 BR1c.KPATTERN �1 NOTE: IZ Q� PLANTING•IN MEDIAN SHALL BE PLACED NO CLOSER PLAN THAN: 4 FT FROM THE EDGZ OF THE PLANTING AREA TO MITIGATE EC3E TRIMMINC ' EQUESTRIAN TRAIL SECTI ON E BOMANITE PAVING F CONCRETE MAINTENENCE BAND G EQUESTRIAN TRAIL STEP THROUGH H I 1 t - 3' . II I ' I -N G'6AL.v 1fi. �j-- ' r I�-- We IV 10 TIM I _ V Revise detail"E" - RAs / ITeQaESI 'rYP � � ��� ��fi ti� SKIM -t'I�11- _ _ _ _ �. cir �Irc _ ° N 6• N 6 '� o = � 31d �9� DESCRIPTION OF REVISION o�ITt uiY a • �- ( i•• L- - —o I I O-III-- p G * Wr, fyme&. IZ�, - CITY CF RANCHO CUCA 0NGyA 51zE ro G 3 rlre✓. E r-z;lfz o� ' FOFCAL\\, 1 CONSTRUCTION DETAILS ��.�` • • --�_GtEa I -II " hl1^Y GNMF (2�M�/�SLIt � . . . f 1 yi ' l FOR TRACT 13566- 1 D N 6 -}-I I��� G ;� BY W r--L DI iJ lat , - � �- I G�rrr � �. THE CARYN COMPANY tIL7 - l aS y L,� . ;v S w.StIU v: • ? . r'�'�•- o E 1. 'I� P� ��El/� . 1 f . Ir � � APPROVED . . r � 'r• I`I T l 8 DATE'. 1 S N1�fN-1 .(I)Ofd GST P1�-It'�L9�- T S > C;-) 1140 G�'T'3 FA.II"77 � �r� D /�R ?-/z" � . CITY ENGINEER _s 1- RC.E NO. Rr._39t CowR w an Rw'RESf I fA-rm - "mrrG11� l Sgra re �* Rccc}+ 17T �M " C I N S p<ctOR Lan (Plan/Design GroupAL-L M : � -T'v �� G ,&L-vxu4izer,% Oato DRAWN !l•ntiM • Urban Design • Lanc�apt Archrccurc SKS r 1I say•.�-�a�oma.Som 301 Bono,a 9",W,ms s•,to 8 32 [-r•' / a STEEL BOLLARD I SERVICE VEHICLE ACCESST `"ECxEQ J OB NO. ETW 741 /384-L 0 ' - - - - - - - - - - - -I \ , O a: ' I � EXISTING FSER , � � ♦ U ' OPTiCS BUILDwG t ' ' \ 0 I � / \ 9 mL - - - - - - - - - - - -I 0 .00, ` . Q ■ 0 00000" wcc0sum 011100 mom m ■ --s z Q -� goo, � goo, _ W_ . powns- goIIII, ♦ ' I VJ i ■ ■ ■ ■ ■ cc jr U- 24TH ■ Q 0 297 �. ��.�� STREET ■ W 1 GAL ■ Z 362 G , r-1. 26 L.A<=- . INV. 1 Q 5 GAL 15 GAL ■ G 9 ♦ ' 8 = O i 7 . ■ N Ifi'•o IS .o ��.s r .q w > i � w O ■ _ Cf) Z _moo I ■ — maw 100 t WCL sum low Wool do= dos C.) ■ W ■ WWoo, omm, mom, wom mommm.0mmI goo, Woo 41@EL-N-N--N-...M-8--m amI Moo Woo, INIIIIS, GIIIIIIIIII GUM, z ■ W ■ 0 ■ — - .�._ - - 1i Q _ ■ Q ■ ■ m INC), Z j ■ � 24 TH 246 j �.-: cp STREET ■ W _ ■ 1 GAL : J Q ■ �-- 0 10 20 40 ■ Q ■ �rAl1IC NAME ,.BE �. u, ■ RE 284ES 1a t 1 CIN. CAM. CINNAMOMIM CAMPMORA 5 GAL ELIC. CAM. EUCALYPTUS CAMAI.DIILENSTS EII MAC. E1ICALYPRIS MACUUTA NORTH 01.EA P.0 OLE. EUR. LAG. IND. ETROEMIA WDICA 'RUBRA' DESCRIPTION OF REVISION DATE PU ROPAEA G PROJECT AREA A►CIT CITY Yt� PLA. ACE. LATANUS ACERIFOLIA PTR. BRA. MUS CLIS ILEX 'BRADFORD' to , CITY OF RANCHO CUCAMONGA Y 1 f1ACT 13565 U . ILE. QUERCUS ILEX U SHRUBS C.It. CEANOTERIS GRISEUS HORIZONTALS Im � � D.B. DIETES BICOLOR Q >- THE �ARYN COMPANY P.T. PIT70SPORUM 7081 RA WIIEd.ERS DWARF' �— _� :� �6 RACT 13566 R.1. RAP1110LEPIS INDICA ' +y r W SPRINGTIME' ' r K 24 th STREET MEDIANS I.C. ITIASMA CONGESTUM 'C(*(PACTA' ; o�+ .. �� 2 4.l� U R.O. ROSE MAILINUS OFFICINALS P O B Sar , L.M. LIRIOPE MUSCARI �— ago L Y . D.It. DOXANTIA UNGUIS CATs a (PLANTING PLAN) J. L ><a r a PA.1'. PANTl1ENOCiSSUS TRTCUSPIDATA � (' � .1(/11NS()N it - 1'1101'I:IIIY A -' APPROVED 8Y: GROUND COVER OIATE. � 0.P. BACCIIARiS PIUn.ARIS 'PTCEDN PLANT' ,� - ETY ENGINEER ' ~�-�17� RC.E NO.� ® GAZANIA MITSUWA TE11AW '.�e`SIGN RECO NENOI�D 10 NYDROSEED MIX Li D LONIrERA JAPONICA '11ALLIANA.' NOTE: 1 . SEE SHEET i? FOR PLANTING DETAILSA Mp l.EC5Srvc;1 cr_- AG] ' LandlPlan/Design Group CENTENNIAL SOD 2. SEE SHEET IS FOR PLANTING SPECIFICATIONS SI Nature IITPERICNM CALYcrxm * * il.,AwN Pannnmgc Urban iq��ndsca�rcfh.ietu,a SHEET Date �M &I CA KEY MAP SHECKEO DRAWING Na N011III JOB NO ET W 741 /384-L- v w ■ w ■ LU ■, ■ wsop Gas am 000 ago 00 doo 000 ■ ■ J - - — � 0 p ■ CL saw dow J ■ wca■ Z ~ ■ Q ■ J ■ W LU C) cn ■ .1.� �1Y LL1.1_.....� •i..Y• l `'�_ y�W-7' •^ -.--wf+a�!t+-r-.'_' .....f Co .w ■ U ■ 24 TH350 .- >°� � . ��p� STREET 1 GALdM ■ _ 293 C. . r'1. 27 l.A 1 ND, ■ Q 5 GAL 15 GAL I G 26 12 11 ��°i,a 152 ,0 ■ now mom .�23 0 ■ O Q0 now -oft ■ (n — _ amw ■ w CD . ■ SYM m6rANIC MAm ■ z ■ �. ■ TREES ■ CIN. CAM. CINNAMOMIM CAMPffORA W rr �� rr �.� r r w r r �■� ���s r s� r r r r ��� r — �� r `/ ■ EUC. CAM. EIk;ALYPUCAMAtM.EfSTS Uj LGAC /�//J w ■ A . ND. LACEERSOE IA INDICA 'RUBRA' ■ rn ■ OLE. EUR. OLEA EtIROPAEA V/ ■ PLA. ACE. PIATANUS ACERIFOLTA PYR. BRA. PYRUS CALL.ERYANA 'BRADFORD' QUE. ILE. QUERCUS ILEX ■ ■ SHRUBS I r�n ■ C.11. CEA)"nflfS GRISEUS 110RIZONYAIS ■ V/ ■ ■ ■ D.B. DIETES BICOLOR P.T. PITTOSPORUm 70BIRA 'WHEELERS DHARF' ■ k.1. RAPIIIOLEPIS INDICA 'SPRINGTIME' X.C. ZYLOSHA 00NIGESTIM 'COID'ACTA' Q R.O. ROSE MAILINUS OFFICINALS ,. -� � �.��� - moi-_���'�'".-_- ` ■ r ■ Q L.M. LIRIOPE MISCARI w 1).H. DOXAN,IIA tRICUIS-CATI U �_ ` `�- - ■ Z PA.T. PARINENOCISSUS TRICUSPIDATA ■ CROUHD COVER U 0 ■ B.P. BACCHARIS PIIIH.ARIS 'PIGEON PLANT' LU ■ ■ f ` ® CAZANIA HITSUNA YELIOW ■ 2 4 TH T .►--�-- �Np. , � � NYDROSEED If[I STREET ■ Q El IONICERA JAPONICA 'IIALLIANA' ■ 15 GAL - ■ r Q CENTENNIAL SOD U ■ 2 © ItYPERICtM CALYCIMRi Q ■ 0' 10' 20' 40' ■ 180 1 GAL DESCRIPTION OF REVISION DAT[ CITY A►►RdKO 189 F'40JECT AREA NORTH 5 GAL �o) 1RACf 13565 w� CITY OF RANCHO CUCAMONGA JL_ 2 �z�-�- _® e�f � JJlI�q � � -a--�QI--- THE CA13YN COMPANY r Ea��lL) - cc W TR16%.CT 13566 cc �- K 24 th STREET MEDIANS x j- c� � A"' i ° '~ ` s�' T PLANTING PLAN " (' .101INSON a " a e y SP PROPFRI Y — a APPROVED BY: QATE: NOTE: 1 . SEE SHEET FOR PLANTING DETAILS A 57 I.e65V CITY ENGINEER CS %S RC.E N0. 22367 2. SEE SHEET 25 FOR PLANTING SPECIFICATIONS C �� DESIGN REC010IMENDID �S Land/flan/Design Group Slg�latu�e DRAWN Planning • Urban Design • L_ondscapeArchitecture SHEET - .1 ID'% �/ A^ a�hw~CIS•Q'M SuM XV I Pft-o"Bre CA T?R� n41 M I, Oate ^'Y' 2O Of. � KEY MAI' CHECKED DRAWING NCI N0IIf1I E JOB NO. ETW 741 /384-L- Q -- - - - - - - - - - - -I z . O I I i I cr , I 1 EXISTING FIBER i Y I , I 00 ♦ OPTICS BUDDING I \ 9 I O W fL- — — — — — — — — — — — —I � ' \ ■ t Z400 � , ■ 0 Q � ■ m _ _ _ �•� ■ 1111011, Z son ■ a: ......... �loftLU mmmmm ..... w awn-mm-mm-mmm Q w 1001-1 _ - F �MAN1 E ��II:J� Ig ■ _1 0 0 - (T Y f) � n , � 0 - 4'-0'' �,J. �JPJ �1PJ P t,J ?,.IPJ -oil - WP P�—, WP 4 PJ -, - ' 4-0 4-01 -' �1 _4 ■. W J ,I -o I'J WPJ �JP� W I'J Jl- Ld J N WPJ j W t,JPJ — Ldej- I,A WPJ — IJP F J E J PJ- I,ip .p 11""j- N 77 77, 7i 01 0 6'-Oq PAS b 4 O x 91.011 0 71-6" - 4�-011 7'-6" 4'-��' WPJ'J '21_p+l �JPJ 6'-0�� 4'-0�1 =�' WPJ WP,� WPJ WPJ ' ul � wPJ txi�J -o ��- 4 -0" WPJ 1�J�11�o 1.1.1PJ� I,J�J' � IPJ a W�JJ �,�-ole ��o BALK OF e0o'10 -I l N _1 ■ Q „ 7�-6n 24 TH 4,_0„ wu opeurcr3. — 41 I1 , 6'_0~ 1_ ;N STREET- 1 r 1 wPJ = w0 26 - b Zoo - p 6D U 11ffZ 97'- ■ J U J C ■� G�ICR-�� AINTENANCE PANIC Q ■ < 9 ♦ 8 T � ■ F LU loom mF ■ � � w aQ ._._ - _ - _ w ■ U)Z � � � � ■ < ■ �� own w ■Uj U ■ ' Uj 10 z 0 ■ _ ■ ■ wi ■ LS&K o�v eurt? To ro_ GONGRETE MAI NTENANGF- 15A NQ E6 0 ■ ■ ■ a ■■ WP kI2'- - w _ eAQGK.,0F--C_UP_-P.- - (TYP) NJPJ E� pJEJ WPJ � PJJ �� J PJ 4t'J WPJ �� WPJ � 'J PJ J PJ � RJPJ 7777 7 WIC � PJ PJ JP WPJ __-__ -- 1 Ll _ ■ PAS ° PAS - ° Jv ' ■ Q ■ � 'jPJ - WpjPJ P1 `WPJ -o" 4_O � o �PJ 4 - 011 2S o ■ m P ■ ■ 1_ ,14 TH - o,� I g :_ �� STREET Ioq o bs - o � IS6 2 ,� ■ Q1.CONSTRUCTION NOTES: (24 TN s-rizEE-r ONLY) NOTE: SEE SHEET 18 FOR CONSTRUCT,ON DETAILS 0' 10, 20' 40' 2. SEE SHEETS Z5 & FOR CONSTRUCTION SPECIFICATIONS F_ ROMAN ITE PAVING? #= ■ �, EI)IAN L*vpC�APE CALCULA D -18 SEE NOTE PROJECT AREA DESCRIPTION OF REVISION DATE Ffc SAN �'_VA!N E TD C1 LIM<<T NORTH CITY AM1lOYia Y . MaN � vf5 JU __ 11 (:, 1_3565o �. goNWNIT� hAVINCBRICK PATTEFN II CITY OF RANCHO CUCAMONGATOTAL LAN A2EA I!342sF. MAHM - NGIAGFA o AvING 5,932 s.F. a THE CARYN COMPANY % I •TIONS' GDIOEz B�ZICK RI=D• BULLETIN .313 ; 11 -57 IIJ'(EGR�°N-- ZOLOR A(�F OF FLANTINCa 5,F (L Q z "� �. a — r TRACT 13566 �a�) WAMMAN -To GK.oUNDGOVE2 q, 1 10 � 3 P (� v 6 S=e s'L'~ ; SAN s�VAINI- _ 24 th STREET MEDIANS . .. .101 INSON (CCjNSTRUCTION PLAN o . PII(11'f'II l Y , a '0 °1r �' a a 5 O .F o SAN S q ;�h - -- a" '� APPROVED BY: �f �, DATE' 3 i AJzA of I'l, n 13 4 5 % q _ �' -T • • 1D� CITY ENGINEER ' ` P.C.E. NO. 22397 GhOU N D G 0VE 12 1503 ,+ 5-F .� eta �S� �,, M ' AND SOi-ITS SIDS PARK wA1( ON 2�t'T ET " 31 EnC &A.*M* "�'°" rr DESIGN REC NEN D _T G 7 L I M I T LINE P�Aft.CA � , E S Lf NE of TRn,� t � � " T � , Land/P1anlDesign Group 23 SI n jurg �F EQuEST I�►�Z �.F. * (��IO * DRAWN Plannmq • Urban Design Landscape rchitMIIso SHEET KEY MAP /1 M ao N..oeR c...a.. s,.w Sao,w.o�e«� a s�aeo,n n ra,,s� 2---.'Of z (� QUE��T�IP•N r�NCF- 2./oZ8 L Date T� N0111`11 CHECKED DRAWING NCL 5 JCE NO. ET W 7,t 1 / 384-�- F- w 38 36 35 27 w w I ?j'I f+ i 1 ■ w Q w ^ ■ J 6110 Now LU Cn i ■ _ � �- O ■ w w ■ in ■ V ■ Z ■ ■ ■ IMP4M0dmm� IMPJ ■ I ■ w ■ w ■ cn ■ ■ I F NSA N I TE FAVI NL ■ - 0 _F. (-T r ICAC L) o - _ ■ ■ � h,1P11 1�1P PJ h1P' W J `>' o o ■ 4 o wri J ,� -o IBJ J 5-oil JAiPi wPJ �N :u1PJ Uq2- o 021 h1PJ �1PJ rEJ - (+�Pt] — JJ — J _ ------- '� N � �- � IPJ OPJ �iPJ W� ��■ u P ■ — — - -- pfd 6' PAS 7 -oil mmZ ■■■■■ � � 4WP� o" /° = IO71- ,JPJ .1�E;� -Du - 'I - -- +- PJ _ `J - 5 AR ■ U7 �J_, Io;WKOCUKC30 ' " I w bAGK OF Cuk6 41_01I 24 TH 4 +I 4-oM 40N I ■ 26'- 9r 1 1 STREE U 4 0 — U J �- ■ U Q ■ ■ Q co MA1NTENANCE BAND -8 (T`(P IC A L) 26 12 11 00, mom ■ O ■ sip ' i ■ CID �� O ■ Q Mw _ now cc ■ Z w ■ ■ Z ■ a Uj > ■ Cn ■ rwn ■ ■ 1 ■ Z , C� coNc�z MAINTENANCE: BAND Qr ■ ■ WPJ mj Lj IPJ ON WR1 .IPJ w J �1t'J WPJ WPJ WPJ W�� �JPJ I PJ wPJ WPJ wrJ IPJ ,PJ WPJ 0 P IJ J WPJ ■ ■ U J i o � ; ` - �,� N kJPJ� VJ WFd (�D��'>�V X GUR '6 W kJ � kJ / �� I + �O" ■ Z ■ BAG K OF GUr< a ' + TY;� ■ 24 TH 180 -011 _ 2��-� -o ■ U Q ■ ■ 0' 10' 2.0' 40 ■ rF WMM 1`171 pA\qIN� - . . NOTE: 1. SEE SHEET I$ FOR CONSTRUCTION DETAILS l8 NOT-C-- �;ry SIFT. 01. 2. SEE SHEETS 25 & FOR CONSTRUCTION SPECIFICATIONS NORTH (T(PICAL) PROJECT AREA DESCRIPTION OF REVISION DATE CITY IIIACT 13565 ( � AKRt�YiQ U WCITY OF RANCHO CUCAMONGA J �wcc THE CARYN COMPANY 3TRACT 13566 `Y ` s�a 24 th STREET MEDIANS fT !1 44 Y = ,101 INSON AV (CONSTRUCTION PLAN) 1'1101'FIl I Y " "'" _J A APPROVED 9Y: *.SEILIE� CITY ENGINEER `71- Ile IV RC.F N0. 2� 39? DESIGN RECRMMENPED Land/Plan/Design Group Si n tur0 �' '� * KEY MAI' DRAWN Manni ng!C~Ome Design i1�.�as�nhn 9 SHEET Date KM —2�--pr• 32— CHECKED I I 1 CHECKED DRAWING NQ - ES .;0Q NO. ET W 741, l3 84-L 4# Cid S/ I — - - - - - - - - - - - - 0 - - - - - - - - - - -© I Y 1 EXISTING FIBER I 0 V I I OPTICS BUR-DING 1 \ ' ♦ \ 1 \ / ` 9 I O 1 owl D L- - - - - - - - - - - - -I . z , � ■ 0 Qsome 000l ' _ � ■ w WAWA loop, mom ■ m r — —� . Z 0 low lop 0*1000 a: Q �� � ■ tZ w — MOM` � �---M � ��� }�— w� GOES SEEM �� — SEEM w �w mm w w — �w-mm—mm, — — qm� �r mom vmm..---� — — - -- loops �-0 — — �■.�. GROWloop, 'W'nn // ' i I V♦ ■ C1419-6, il 3 v CI 2 ■ 1'1 1 1I u ■ . 31 .7 T�-• ■ Ih• 1►► 3✓4 I l/i yT M 4" �U a II 1 y ■ _ _____ a417 . _... 7, _ �][ !�_----- _...z-..- I - —�- -�k?� F A- 7` h� x. - _ + max. _ �. s i �- 1 Y ,,LSI _ . I 0 IRS X11 �I 2u ■ Q 24 THSTREET ■ W 0 ■ Z 0 >0 . ■ . � dow �' - - Z _ loft W ■ U ■ popppoopp" goo Q ■ - - -an ago sum w in ■ W .� Zammo dw--w momm momm momm—A—m momm moso now-------mw mov mumm domm� loop men doom...... loop few 41100w.--A� 401010 MEMO, OWN10--mam 411� =a Gloom.......0--m GOOD 10000 ons� MIND GEND momm imme —i Cj ■ o LU _� ■ CICS 15 C 9 �1 � � C11 SII III Cr WW ■ I112U 6L�W—Oyr--s Rou �s v �os ■ W ■ 2r ■ 2D- 2r 2" _ j � `� ,,' ... . , . - r- - - =� r Y _ :�. ,�`Y -..r �._ r __. _ _ �_ _ _ _ __ �_ �_ �. _ _ . _- _. _ - -. _ _._ _-. _ _. _. - _- __- -_ __ - - _ - - _ _ __e•Ts..__ '" - _ _— =_ -- „• �.,__.._ _._.. 1. * -_._-_I ._— _____ _--- _. __ .. .•. _ _ -_l _-.. - ,..--t- _- - �. -- �� w�..+w..-�� � �+�.+� w - _ - _._ .� _... - .. ..... rr.}.++.'-'r�—�-.fir,- .•��� �' �.. �.—e .--�.r� .- .—.- �_...,___. _.r .�.,...�.__.<_.,��.._. - ■ Z j ■ Z 24 TH STREET ■ - H ■ ■ V 0' 10' 20' 4 0'■ Q PRESSURE CALCULATIONS <211 GENERAL NOTES STATIC PRESSURE HIGH LOW I�#2.(�1 MAIN LINE LOSS 11J00 ELEVATION f332 •5� I (� REMOTE CONTROL VALVE NORTH opp 1. INSTALL ALL PRESSURE AND NONPRESSURE LINES AND ANY LATERAL LINE �� EQUIPMENTIN►ItSIOE PLAKTINGAREAS WHEREVER POSSIBLE. (RENS SOURCE OF INFORMATION ��ti CD, _ I,tla& SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLAR"ONLY.) PHONE NUMBER L-114� ��j�- r2�?91._, a� FITTINGS LOSS (10%). PROJECT AREA q'�q' E. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED N ACCORDANCE WITH SPECS.AND 0ONSTRUCT0N DETAILS.SEE SHEET NO. II I �_• DATE OF INFORMATION _ • �q ELEVATION CHANGE S PORSYMBOL DESIGNATION.SEE LEGEND ONSHEETNO. I I TOTAL SYSTEM LOSSES ��I2, LY AIJICT 13565 _ I ( I DESCRIPTION OF REVISION DATE � CITY �D PRESSURE REOUIRED AT HEAD:SIZE`� II I 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO WATER METER # IZ f a j— CITY 0RANCHO CUCAMONGA BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. H Q L. TOTAL PRESSURE REOUIRED: �oIIZ Z l o 11 e"(f p_-y�j �rl STATIC PRESSURE AVAILABLE: (O o =� W f3. ADJT ALL SYSTEMS T06AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- ELEVATION 5 '-,� _ _ , ,_ N� Uj _ WAYS BY NDMDUALLY ADJUSTING SPNKLR HOS AND COrfTROI VALVES. X ,433 : Q 121- 12 7 I I,1,,, REG. PRESSURE AVAILABLE (PRE-SET); 106 3 � �, THE AR Y N COMPANY \ 6 AREAS THAT NEED TO BE DEFINED IN ORDERYO DETERMINE EXACT 1 P ° E s ° L -=� TRACT 13556 LOCATION OFSPNKLRHDSARE THE RESPON", ILFTYOFTHEINSTALLING REMOTE CONTROL VALVE CiSIZE 1211 RESIDUAL WATER PRESSURE: CONTRACTOR TO SEE THEY ARE __ 24 th STREET MEDIANS . IORTO�tSTALLATION., 1NSON �. MAXIMUM DEMAND �� Q.P.M. CITY RESIDUAL WATER .101 PRESSURE REQUESTED: 15.20 PSI r1101'FIl I Y It-•- ■ as PLAN7. AS-BUILT DRAWINGS AND S ECS.SHALL BE INU�JNTAINED ON SRE AT ELENATION (IRRIGATION 0 �G� ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. .lY__!_1- _. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINn& PRESSURE ® R.C.V. P.S.I. APPROVED BY' DATE' 3 � a AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND SIZE ITEM P.S.I. SEl CITY ENGINEER RC.E N0.22 3 9 7 VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE I 11 ���`• �E� ANDCONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD �� WATER METER �7'� `�. DESIGN RECO MEN D PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT I(I/jJl �O `L � �s Land/Plan/Design Group TO THE OWNERS ATTENTION BEFORE INSTALLAT10NR. P. BACKFLOW DEVICE. BY FAILING TO �� KEY MAP f 00SO,THE CONTRACTOR MAY BERESPONSIE3LEFOR ANY ADJUST- GATE VALVE 1 .0Slgndture DRAWN Planning • Urban Design • LandxapeArchlrecture ShtEET MENTSREOUIRED. w v �h 1� 1► N0IIfII �/f� %60,T RCPOW0"6 s""xroIN@W" *so0 CA IP I(Y141 III MASTER VALVE _LQ� O► irate 23 _ .D CHECKED DRAWING No PRESS. REQ. JOB NO. ETW 741 /384-e,- i Nom- colo Nt��l, ��' W M _ ■ - ■ ■ - - �- o ■ ■ W ■ �G1 ® ■ Z I... w r Q W ■ Z CL Cn : 'J ■ W w ■ W C7 LU - L1J ■ IS32, sl 'rG. I �n p 153 -�� Tom• i112l1 � � � C6 5 C5 2 C4 i ■ _. �IhN �u I ■ me-) All � � III 2 ■ l _ v " 40 777 T JW/ I P `m2 Fir l� 'v■ _� — _ III m . GATE VALVE _ - � ■ .. Int' J� �/q, /i'' 'Iti / • - ■ U Z ■ L�L ._J ■ ■ L 24 TH STREET Q WATER METER NO. H ■ ■ WATER METER SIZE 1�2� SERVICE UW SIZE 2" AUTOMATIC CONTROLLER OptC " ■ ELEVATION fSi1 ZONE r 16 STATIONS ELECTRICAL PEDESTAL B eGZ HGL �rlL HIGHLOWLECT. SERVICE TO BE STATIC PRESSURE I� HIGH_LOW M�EPE V4W I1SV*WYGZ IMP ELECTRIC CIRCUIT TO ELECT. ECT. E0 BY DEV E LOPER_ REGULATED PRESSURE . 110 PSI CVft")LY F.".) BE PROVKWD BY DEVELOPER BACKFLOW UNIT SIZE 111111 TYPE MF EXACT LOCATION TO BE DETERPF*13 N THE FIELDL MAX IRR. DEMAND_GPM YR/WATER USE ACIFT SYSTEM DESIGN FOR '90 GPMV •110 PSI PRESSURE DATA OBTAINED FROM CUCAMONGA_ CQ WATER DIST ON 4- 29- 89 ■ ■ 26 12 11 0 ■ ;5230 Q ;. O r w ■ — — �` I Z W > ■ doo � � � � � 1 — _ _ �ca > r ■ -- — - W Z I Uy r a ■ Z Aur ■ C 3 ti4 C2 ■ u II t ■ 1522. �s -rte. 152 .a4 -��, ■ cj ■ w ■ GENERAL NOTES ■ >� IIIIISTAL.L ALL PRESSURE AND NON-PRESSURE LINES AND ANY 2 4 TH �KT�> ASTR T PLANING REAS WHEREVER POSSIBLE. (RENS ■ U wowN OUT'S>m SUCH AREAS FOR PURPOSES OF CLARITY ON ■ L ALL ANT SHALL BE SELECTED AND INSTALLED N ACCORDANCE . WITH SPECS,AND CONSTRUCTION DETAILS.SEE SHEET Na I I,4Z PROJECT AREA S POA SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. I I ON DRAWI U T ACT 13565 DESCRIPTION OF REVISION OAT[ A►►ROY[QI I I CITY t WIRE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO �o l�__ I�1 BE AQ1U,5TED FOR OPTIMUM PRESSURE.OR AS NOTED NQ —1 �; ' 9 j —1a CITY OF RANCHO CUCAMONGA d► AWALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- Z -o --- ! ` ` e r r WAYS BY EOfVDUALLY ADJUSTING SPNKLR HOS AND CONTROL VAL VE3 < ► �`"�-' cr •. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT z 1Lnow� cc U LOCATION OF SPNKLR HOS ARE THE RESPONSIBILITY OF THE INSTALLING +a •„ . THE C AR Y N COMPANY " 4� 5n6 TRACT 1 G CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. P o .M ` s • ' 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT •+ = - 2 4 t h STREET MEDIANS ALL TIMES. AS-BUILT DRAWINGS SWILL BE UPDATED ON DAILY BASIS, • e �a • �- --NO . E REVIEWS ARE TO BE CONDUCTED WRHOtITTHESE DRAWINGS, 1'ROPEROPERT (IRRIGATION PLAN)Y y , n & AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACyOF SIZE S A APPROVED BYL15, AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD ` PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BRO : DATE'UGHT SEID L CITY ENGINEER THE OWNER'S ATTENTION BEFOREINSTALLAT1pN. BY FAILINGTO 0' 10' 20' 40' RC.E N0. 22397 � J; H DO SO.THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- oEsicH RECO EN o S MENTSREouIRED. �I Land/Plan/Design Group Sig aturk V KEY MAP DRAWN Planning • Urban Desiqn • Landscape Archirecrvre SHEET 'K `� * r� a7o w.po�cw a...s..700 w.oe�sra u+7!!0,v n rJ�►} s� Q��- _�.or 3 2 NORTH Date Nrn+Iii A CHECKED DRAWING NQ s JOB NO. ETW 741 /38q-- T . C1IMA.1. SPECIFICATIONS C. Analyses of Samples and Tests: B. Intent: The above components and quantities areapproximate and PAIR 3 - EKECITTION PIJINTING SPECIFICATIONS q 1� City reserves the right to take and analyze sarnpfee of Nratpnats are bidding purposes only. Following an on-site soil analysis 4« ereserrmit a fightspecto takes at an imp Contractor shah by an approved Soils and Plant Laborecory (provided by 1. Supply all work and materials, appliances, tools, equipment, 3.01 SUBGRADE PREPARATION IL PREPARATION i BACKFILL y y Fontractor), composition of slurry mix may chance. Submit facilities, transportation and services necessary for performing �o - fowrdsh sa mpl7is upon request by City• oposed mix to Cit for approval. Contract price all operations of the "Landscape Installation" as indent, ied in A. Verification r yy pe p f ca ion of SuDRrades: Verify that subgndes have been row R 1. Refer co General Specification on this sheet. �11 be adjusted according ement Contractor h construction documents. The Conte c shall maintain a qualified ra to Ines and grade to ri • q g g tfiin 0.10 ft. to accept four (4� in. 2. Remora refected materials immediately from the site at 2.06 In,DRA[TC.IC EQUIPMENT supervisor on the site at all times during construction through deep of decoamsed granite paving. 2. Landscape contractor shall rototill and planting areas except 2:1 Contractor's expense. Cost of testing of materials not ametieg completion of pick-up work. slopes to a de th o v pe p f 6 and remove all rocks 2" and greater from specifications shall be paid by Contractor. A. Contractor shall use • caamerci•1 tyHyd B. minimumctlon: Compact subgrade to minimum 902. See Section 02220 - the surface at the conclusion of fine grading operations. pe ro-Seeder for the 2. All construction shall be in conformance with current local cavation, Backfilling and Compacting. Contractor shall soil prep all areas with the following rates per 1.03 SUBMITTALS application of slurry. Equipment shall have a built-in agitation building codes, permit requirements and state health and safety 1,000 square feet of area: system with an operating capacity sufficient to agitate, suspend requirements. C. Soil Sterilant: and homogeneously mix slurry. A. Product Data: Submit mannfaeturers literature and laboratory 6 cubic yards nitrolized redwood sawdust ane TticT�ata for the following items. 3. Prior to submitting bid, examine the site and the conditions 1. Mixing: !rix soil sterilant in sprayer tank with clean water 13 pounds 12-12-12 hPK commercial fertilizer B. Distribution lines shall be large enough to prevent stoppage and thereof. according to manufacturer's latest printed specifications. Use 10 pounds urea formaldehyde 1. Seed mix(es) to provide even distribution of the slurry over the ground. The Pump must be capable of exerting u to 150 psi at the nozzle. sprayer which will apply the solution uniformly, without Oa g P P n z e. 4. protect this work and the :ity'i property from damage as a result of this work. disturbing the soil. 3. Backfill for plant pits shall be: 2. Organic Amendments C. The slurry tank shall have a minimum capacity, of 1,000 gallons and 2. Solution Rate: Apply to dry soil surface at 150 gallons per 6 ports by volume on-site soil (Free of rocks 2" in diameter or 3. Fertilizer she be mounted on a traveling unit which will place te slurry 5. Apply and pay for all permits required for this portion of the acre, not apply when wind velocity exceeds 10 mph or during rester) tank and spray nozzles within sufficient proximity to the areas to work. or after rain. � parts by volume nitrolized redwood sawdust 4. Mulch be seeded so as to provide uniform distribution without waste. 1 pound per cubic yard of six 12-12-12 NPK commercial fertilizer 6. The Contractor shall carry workman's coepensatior., public 3, r• Solution• Shake or stir liability and property damage insurance as requires by the City. �-Z prior to each application. 2 pounds per cubic yard of six iron sulfate 1 pounds per cubic yard of urea formaldehyde S. Soil Stabilizer PART 3 - ErECMON 7. All specifications and installations shall conform to the details �. Overs rarir, Avoid spraying on walls and areas to receive 3.01 GENERAL Pe PT!anting. 4. The above soil amendments for soil preparation and backfill are 6. Wood Fiber and Stabilizer one-step application and legends. for bidding purposes onlr. The Contractor shall HAVE ONE B. Test Data: Submit all laboratory test data for review and A. Apply hydromulch planting to all areas noted on the plan. S. Depth: Immediately after application of spray solution, C.OMF1051TE A.Ge1GULTVRAL SViTA5tLITY TEST PERFORAIIFD ISY AN 8. These notes shall be used in conjunction with theplansand any thoroughly incorporate the solution into the soil to a depth of APPROVED 5011.5 1.A130FRAT0RY acceptance. discrepancies shall be brought to the attention o_ tae. City_ 2 to 4 in. r manufacturer's recommendations. AND INGORPi7RQTE THE RESULTS B. Apppplication of hydromulch planting shall occur within fourteen ?c OF- THE TEST INTO 'THE ..OIs. PREPARATION• 1.04 WORK SCHEDULE: Proceed with the work as rapidly as the site becomes (1L) calendar days after the completion of finish grading in any s. Finish grading: All planting areas shall be graded to a smooth, available, consistent with normal seasonal limitations for area. In the event of bad weather condit4ons.�nLy Representative 9. The draw•-ings and specifications represent the finished structure. 3.02 DECOMPOSED GRANITE PAVING (LOWERROAD4'. WIDE PATH ONLY p pt change in surface. planting work. may direct that hydromulch and fabric be applied immediately. 1 even and uniform lane with no aDru g All bracing, temporary supports, shoring, etc. :s the sole Contractor shall assure that all areas have positive drainage, no 1.OS PRODUCT RANDLING AND STORAGE 3.02 SOIL PREPARATION responsibility of the contractor. Observation visits to the job A. General: Install all cement-stabilized crushed stone work true to free standing water or puddling is permitted. site by the City's Representative do not include inspection of rade, properly coinciding with adjacent work and elevations. construction methods and safety conditions at the worksite. These gad properly a finished su.-:ace uniform in texture and appearance. Do A. Furnish standard products in manufacturer's standard containers A. Refer to Soil Preparation - Section 02920, 3.01. visits shall not be construed as continuous and detailed not permit finished work to vary more than 1/8 in. in 10 ft. from TREES. SHRUBS. d GMMD COVERS bearing original labels showing quantity, analysis and name of inspections. true profile and cross section. manufacturer. 3.03 SLURRY PREPARATION AND APPLICATION 6. The Contractor shall verify all plant materialquantities prior to 10. Design• materials, equipments and products other than those B. Mixing: installation. Plant material oua+itities listed for convenience of B. Store products with protection from weather or other conditions A. Preparation: All slurry preparation shall take place on tie job described below or indicated on the drawings may be considered for Contractor. Contractor shall be responsible for fulfilling intent which would damage or impair the effectiveness of the product. site. use, provided prior approval is obtained from the City. 1. General: Paring shall consist of a mixture of decomposed of drawings and shall supply quantity drawn or listed, whichever and the applicable governing code authority. granite, cement and water, thoroughly mixed b7 revolving blades is greater. Submit documentation wiihin fifteen (15) days after 1.06 MAINTENANCE 1. Add water to the tank when the engine is at half throttle. or rotary drum or continuous mixing at the option of the award of contract that all plant materials have been ordered. When the water level has reached the height of the agitator 11. Conditions not specifically shown shall be constructed similar to Contractor. PRptographs and sizes of all trees 24" box and treater shall be A. General: shaft, good re-circulation shdll'be established and seed shall the details for the respective materials. Sint to the Cit�rr within 15 days of award of the contract. be added 2. Cement: Add Portland Cement to decomposed granite at • minimum -A N plants shall b e approved Cy the City's Representative 1. Centinuously maintain each portion of hydromulched areas after of i-percent by weigh[ of the dry fines. Increase the amount prior 10 installation installation, during progress of work, and for a period of 190 2. Fertilizer shall then be added, followed by the mulch. of cement as required to provide a compressive strength of not days after completion of all planting work until Final The mulch shall only be added to the mixture after the less than 500•psi at seven days as determined by testing 7. Plants shall be nursery-grown in accordance with good Acceptance. seed and when the tank is at least 1/3 filled with water. CONSTRUCTION SPECIFICATIONS procedure. horticultural practices under climatic conditions smiler to those 2. Maintenance of hydromulched areas shall consist of 3. The en ine throttle shall be opened to full when the tank of project for at least two years unless otherwise specifically y pen �PKd 3. Water: Adjust quantity of water added to the mixture to permit authorized. Plants shall be symnetr=cal• typical for variety and fertilizing, watering, repair of all erosion ane reseeding as is hal filled with water. All the mulch shall be added by the LAYOUT maximum compaction of the materials when placed on the species; sound, healthy, vigorous, and `rem from plant disease, necessary to establish a uniform or satisfactory stand of the time the tank is 2/3 to 3/4 full. Spraying shall commence subgrade. insects and their eggs; and shall have healthy normal root specified grasses. Areas and parts of areas which fail to show immediately when the tank is full. 1. Refer to General Specifications on this sheet. systems, filling their containers, but not root bound. a uniform or satisfactory stand of grass for any reasons shall be reseeded until all areas are covered to the satisfaction of B. Application Operators of hydromulchin equipment shall be C. Installation: S eq P� 2. All dimensions+are taken from face of wall, curb face, edge of a• The City reserves the right to reject any plant the City. Mulch reseeded areas with 1/8' of specified peat mos: thoroughly experienced in this type of application. paving or face of coping, unless otherwise noted on plan. 1. Sub-Dose: Thoroughly clean sub-base of all debris. loose dirt material on sits` not see}ino-the above requirements. - 1. pbtain approval of hydrosulch area preparation from the and ite.ar Do ous all demos before installing decomposed 3. Protect new planting areas against damage of all kinds for City Inspector prior to application. 3• Contractor must check all dimensionsi framing conditions and site granite. Do not install decomposed granite when sub-base is 9. Exact locations of all trees and shrubs shall be secured from the duration of maintenance period. If any plants become damaged conditions before starting work. City Inspector shall be 11 vet or muddy. City's Representative prior to excavation of its. Plant all or injured, immediately report such damage to the Landscape 2. Apply specified slurry mix in a sweeping motion to form a notified immediately of ant discrepancies or possible tr"ts 6" higher than the surrounding soil. ?he City reserves the Architect and City. uniform not at the specified rate. deficiencies. All curve to curve and curve to tangent lines shall 2. Coarcting: Thoroughly compact to 90 percent using power right to relocate all plants on site prior to installation. Provide 46 be neat, trim, smooth and uniform. rollers weighing not less than 5 tons. Compact areas with at hours notice for City to locate materials. 4. All planting areas shall be weed-free during the entire 3. Keep hydrosulching within designated areas and keep from 4least 4 passes of the roller. After compacting, screed smooth. , Contractor shall verify location of all utilities prior to maintenance period. The use of an accepted chreical, or manual contact with other plant materials. construction and shall be held liable for all damages incurred. weed control is at the option of the Contractor. g 3. Contaminated Areas: Do not permit mixture to contaminate 10. Ground coin planting shall De continuous under all [rets and 4. Do not use slurry mixture which has not been applied . p ancTing .areasdean up immediately_ any mixture spilled on shrub masses within shrub planting beds as shown on plan. __B• The 180 Day Maintenance Pernod within 4 hours of mixing. Promptly remove from the site. S. Contractor shall note and install sleeve locations shown on adjacent paving. irrigation plan and drainlines on grading plans. 11. After pionting vines and espaliers, remove frame or stake and 1. As soon as all plantings are completed per Contract Documents, S. After application, the Contractor shall not operate any 4. Grading: When surface areas have been rolled and it becomes secure to the adjacent walls or trellis structures with stick-n- a preliminary review shall be held to determine the condition equipment over the hydromulched area. necessary to add a thin laver of material to bring the surface tie or approved equal. of the work. to grade, the previously rolled or compacted area shall be raked to provide a bond with the added material. 12. Testing: Test drainage of 5 plant pits identified in field by 2. Submit a written request to the C�iyN Zyii{peet0 r at least SITE CONCRETE City's Representative by filling with water twice in succession. five (5) working days prior to anticipated date of review. 3.04 CLEAN UP S. A IiDD -cation Time: 'lot more than 1-1/2 hours shall elapse Notify City's Represenrative of conditions where retenrion of 1. Conform to ACI 318-77 "Building Code Requirements for Reinforced tureen t e time water is added to the aggregates and cement, water in planting beds occurs for more that twenty-four (24) 3. The 180 Oay Maintenance Period begins on the date on which the A. Keep all areas of work clean, neat and orderly at all times. Keep Concrete" and ASTM C-94 "Specification for Read.Mixes Concrete". sad the time of completion of final trimming and compaction. hours. fa lSO s Architect issues a letter of Preliminary Acceptance all pared and planting areas clean during planting and maintenance 2. Concrete for footings, headers, grout fill in walls and pilasters 6. Finish Paring Surface: Provide a uniform texture and color and 13. Planr substitutions shall only be allowed by written approval from to the Contractor. operations. shall have a minimum compressive strength of 2,000 pounds at 28 shout a cement mortar film on the exposed surface. the C11V_ �-yu� B, immediately after application, thoroughly wash off any plaht days. Minimum slump is lginch. Maximum slump is 4 inches for D. Prot ion: Protect the vinj a ainst traffic, in ur or 14, 60'FAY �U "" "`' H ak.lf=21 'r0 '�OID� la t'( I materials, planting areas, paved areae, or fencing and walls not walls, columns and footings; 3 inches for slabs and repast W g j r roQ6--S� '( 'ALJ -f t� l.l./4,/DI(� aive: �F,� �� 'r (� OQSfrS / �. 1.07 FINAL ACCEPTANCE: intended to receive slurry six. items. a ac ment, or damage by rain urine curing period and subsequent construction operations until Final Acceptance. S00 00 3. Provide concrete work that does not deviate from established 12. Sod shall be dense, health field-grown on fumigated soil with A. Work will be accepted trY file Cit upon C. Clean he and remove all deleterious materials and debris E. Cerin : After installation, keep moist for a period of seven 7 y osp y from the entire work area pprior t� Final Acceptance to the lines, grades and dimensions beyond the tolerance limits listed � 0 Pe ( ) the grass havin been moved 2 inches in height before lifting sutiexclusi c teplac me t o work, including sunder the period, satisfaction of the City IrifpeCtOi for concrete construction in "Recoivwnded Practice for Concrete ahs. Apply water in a fine mist or spray and in such a manner that g g g g but exclusive of replacement of plant materiels under the Warrant Formwork (ACI 347)", it will not damage the finished surface. Eros field. Refer to legend for sod type. Period. 7 13. Roll amended soil with 200 pound water-ballast. After all B. Submit a written request to City for review for 4. Protect freshly deposited concrete from premature drying and F. Donated or defective Installation: Repair and replace in accordance uneveness in the soil surface has been corrected, lightly moisten Final Acceptance at least five (5) working days prior to excessively hot or cold temperatures for the period of :ix t t.ese ci ,cations at no additional cost to Owner. the soil immediately prior to laying the sod. Sod immediately anticipated Final Review date. necessary to the hydration of the cement and proper hardening of 3OS CLEAN-!JP thereafter, provided the sod bed has remained in friable . the concrete. condition. Thoroughly tamp and roll sod to make contact with sod C. Final Acceptance Date is the Ar•e on which the City bed. Roll each entire section of completed sod. issues a letter of Final Acceptance . Upon final A. Kee all areas of work clean, neat and ordeal at all times. tee Acceptance, the City will assume responsibility for maintenance 5. All (S.L.) scorelines shall be 1/4 the depth of paving. alladjacentplanting areas clean during paying operations. P 14. Replace, without cost to Owner, and as soon as weather conditions of the work. B. Remove from the premises all surplus materials, tools, equipment, permit, all lawn not in a vigorous, thriving condition, as rubbish and debris resulting from the work at no alumnae co the _--determined by City during and at the and of warranty period. 1.08 WARRANTY PERIOD AND REMCUSM rubbish DWOIt}'OSED GRANITE PAVING Owner. A. Time Period: Warrant that all lawns and grasses shall be in a NeaTt yipy and flourishing condition of active growth six (6) months CUARANTEE AND MAINTENANCE from date of Final Acceptance. 1.01 DESCRIPTION 15. Perform all auintenance during hours mutually agreed upon between B. Warranty growth and coverage of hydromulch planting to the effect A. RelatedRe ui_ nts: Review the General Contract Conditions GRADING SPECS: City and Contractor. that 100% of the area planted will be covered with specified an ivision One, General Requirements, which contain planting after one growing season with no bare spots. information and requirements that apply to this Section. 16. Work force shall be present at the project site at least once a week and as often as necessary to perform specified maintenance in C. Contractor shall sake a second or third application of B. Work Included: Provide decomposed granite paring, complete •s shown. 1• Refer to General Specifications. accordance with the approved maintenance schedule. specified hydromulch planting to bare areas not meeting aeras specs ied. specified coverage as determined by the kitty_ 2• For site grading see Civil Engineer's plans. 17. Protection: Protect all planting areas from damage of all kinds Perform replanting within one year of initial application and C. Related Work in Other Sections: from beginning of work until Final Acceptance. Maintenance within fifteen (15) calendar days of notification by 3. Prior to submitting bid, examine the site and the conditions includes temporary protection fences, barriers and signs as 'City to replant Excavating, Backfilling and Compmettng - Section 02220 thereof. Contractor is responsible to provide fill or remove cut, required for protection. Slope Protection and Erosion Control - Section 02270 if required, to provide finish grades per the plans. D. All delays in completion of planting operations which extends the Sprinkler Irrigation - Section 02810 18. Maintenance shall include all watering, fertilizin`, weed control, planting into more than one planting season shall extend the 'trees, Shrubs, Vines and Groundcovers - Section 02950 4• Prior to construction. Contractor shell verify all utility moving and edging of lawns. pruning, removal of all seen- flowers, arranty Period correspondingly. locations, existing drainage structures, street improvements, and general clean up and removal of debris necessary to keep the finish floor elevations. Notify the City Inspector. project site neat and all plant material health and thriving. E. Contractor shall not be held responsible for failures due to immediatelyupon an discrepancies, and neglect by City or vandalism during Warranty Period. Report such 1.02 QUALITY ASSURANCE Do f pa prior [o beginning work. S. Contractor shall have a professional Pod and 19. Mow Lawns when they reach 2 1/2" high. conditions to City in writing. A. Rules and Regulations:scions: Perform •I1 work and use materials which are P' gustier transit, tri Ta ruleccordance with latest rules and regulations of safety rod on site at all times during the course of grading and 20. Prune damaged trees or those that constitute health or rwfeq orders of Division of Industrial Safety and all other applicable construction until completion. hazards at any time of year as required. PART 2 - MATERIALS lays and regulations of the City of Rancho Cucamonga, or other 6. All spot elevations and contours are indicated at the finish 21. Guarantee: All trees shall be for one (1fter SEED MTX: Areas to receive hydroseeded ground corer shall be as county, state, or federal jurisdictions. surface (soil, cop of wall, etc.). e guaranteed ) year adeli rawin delineated on the Ds. final acceptance. Contractor shall guarantee all shrubs, ground g B. A iicable Standards: Any reference to the "Standard 7. All finish grades in planted areas shall be 1" below adjacent cover and lawn areas for 190 days after final acceptance. A. Ground Cover Seed: Suri-7ications Dr ASTM" shall mean the current or latest editions paring surfce unlessnotedotherwise. Contractor shall replace all materials not in a vigorous, thriving as described Belo+: condition, on notification by the City's Representative. "Standard Specifi.ations" - Standard Specifications of the State a. Where walk meets driveway or existing City sidewalk, the joint 1. mixedFreshclean, new crop seed of the following varieties Dec d 22. All areas between plants, including watering basins shall be weed sired in the proportions as shown on the Plans. Of a.i ornia, 3isiness ano Transportation Agency, Department of shall be flush each way. Driveway grade shall prevail an walk free. Transportation, :ALTRANS. shall ramp at maximum 82 cross-slope as shown. 2. Seed shall be mixed by dealer. Furnish dealer's 23. Use only recommended and legally approved herbicides to control guaranteed statement of composition, mixture and "A5,74" - American Society for Testing and Materials. 9. Compact the top 6 inches of existing subgrade to 902 in Paving weed growth. percentage of purity and germination of each variety areas; where additional fill is supplied in planting areas. to City C. Coordination: Be responsible for the proper installation of all compact fill to 85%. 24. Continually monitor the irrigation systems to verify that they are 3. Distributor: S A S Seeds' P O. Box 1275. functioning properly as designed. Make program adjustments site improvements by other trades which are all or in part em a IO. Grade smooth all planting areas after soil built-in, abutted to or covered over by the decomposed granite P i preparation, and soil required by than in field conditions. q g C Carpentaria, C.A. 93013 conditioninghas been woe laced and soil has been thoroughly water ;805) 684 436 'Victor' paving. Insure that such work is completed by chem in ample time settled in such a canner that there is no stand water any that progress of the work is not delayed. g 25. Prevent spraying on windows, building walls, by balancing the planting areas. throttle control on the remote control valves and the adjustment 1.03 JOB CONDITIONS 11. Landscape Contractor shall be responsible for removing all rocks drift. screws on the sprinkler heads. Do not let water atonize and A. Protection of Existing Plants to Remain: See Section 02950 - Trees, 2" and greater in size from the surface at the conclusion of fine hrubs, .lues and ,,roundccver. grading operations. Contractor shall legally dispose of rocks at 2.02 ORGANIC AMENDMENTS no additional cost to Owner or Ci 26. Maintenance: landscaping shall be maintained by the contractor 1.04 SUB�TTALS �- for a period of 1.80 days maintenance period shall begin A. Mach: Grgerminat bn1inhibiti, wood cellulose mulch containing no growtTi or germinatibrt-inhibiting factors. It shall he only after all work identified in the drawings and specifications sanufactered in_atsF,h manner that after addition and agitation in 12. Provide all grades for natural runoff of water without low spots is completed and after a premaintenance inspection has been Samples and Product Data: Submit the following items: se or pockets. Accurately set flow line grades at 1:. mslurry tanks yifh ffrtilizer, seed, eater and other approved additives, fibers in the material e will become uniformly suspended Contractor is resble fhto fors s minimum, performed by the City'sf representative. ;. gradient in turf, shrub and ground cover areas unless otherwise homogeneous slurry; and that, when hydraulically sprayed 1. Decomposed Granite: Half a pound `.or each size and color noted on Drawings. ponsior ensuring cat 27. Keep all areas of work clean, neat and orderly at all times. range. positive drainage exists on site. No standing water shall be permitted. Clean up and remove all deleterious materials and debris frac the on the ed u the material will form a blotterelike groan cover 2. On-Site Sample: One (1) 4 ft. : 4 ft. x tMckness shown on entire work area to the satisfaction of the City's impregnated uniformly with seed; and which, after application, will allow the absorption of moisture and allow rainfall to . 13. Finish grades shallRepresentative be smooth, even and on a uniform plane and percolate to the underlying soil. rawings. shall meet existing paving surfaces evenly with no abrupt ch3n;es 1. Suppliers shall be prepared to certify that laboratory and 1.05 FINAL ACCEPTANCE: Decomposed granite paring will be accepted by the of surface. Slope uniformly betty^en sive.. spot elevations. All - City upon satisfactory completion of all work, and in areas shall be true to ggrade within I inch. Flow lines :n lawn field testing of [heir product has been accomplished, an conjunction with Final Acceptance of all landscape paving work. shall not appear as swales but shall appear as inconspicuous as that possible. RYDROM1n.CH GROUND COVER PLANTING it sects all of the foregoing requirements. PART 2 -.PRODUCTS 14. Submit in writing all soils or drainage conditions considered 2. Weight specifications of this material from suppliers, and for detrimental to growth of plane materials. State condition and all r materials, shall refer only weight air dty weight of the pESCRIPT}ON F REVISION DAT[ CITY fiber material. Absolute: air dry weight is based on the normal suhmet proposal and cos' estimate for correcting condition. 1.01 SCOPE standards of the Technical Association of the Pulp and Paper Industry for wood cellulose and ellulosconse fibeshall marked en idered r equivalent to 101 ' O -CHO O GA 15. Unless noted otherwise on plan, area drains shall be 6" Spee-d A. Related Requirements: Review the General Contract Conditions and moisture. Each package of the cel 2.01 DECOMPOSED GRANITE basin with plastic grate as supplied by National Drain Supply or n7 vision e, enera Requirements, which contain information and by the manufacturer to shoe the air dry weight content. F RAN A Physical Properties: approved equal, except as noted onlan. D requirements that apply to this Section. B. Soil Stabilizer: Totally organic substance, supplied in powder 1. Fine Agitregate: 16. Drainage pipe sh-11 be 4" diameter NDS drainline pipe and shall B. Work Included: Provide hydromulch ground cover planting, rom and at least 901 of which is 92% pure muciloid derived from have a minimum coyer of 4" and a minimum slope of 1/2% complete, as shown and as specified, excluding hydromulch turf. ground plantago ovata-insularis husks. Stablilzer shall be eater- SPECIFICATIONS Sieve Size Percent Passing Coordinate inspections with city prior to backfill. IAitial soluble, non-toxic hydrophilic and shall not inhibit germination. backfill over pipe shall be free and clear of all rocks. C. Related Work in Other Sections: The fallowing items of FOR R i4 95-100 associate worTc are enc u e in other sections of these Similar to "Ecology Controls M-Binder" as distributed by Stover specifications: Company, Los Angeles, California, or equal approved by City 30- 50 17. 'the Contractor shall be responsible for drainage construction, Representative prior to use by Contractor. T H E C_A R Y N C O M PA N Y ,� backfill and trench compaction. Backfill material behind 5200 S - 15 Grading - Beynon 02210 2.03 CHEMICAL ADDITIVES Sand Equivalent 38 Minimum retaining walls and for drainage structures and piping to be non- Irrigation System - Section 02810 expansive and free from organic matter, deleterious substances, Lawns and Grasses - Section 02930 2. Coarse Akgregate: and not containing materials over 2" in greatest dimension. A. Refer to Soil Preparatio,i Section 02920, 2.03-2.04. R ACT 13566 Trees, Shrubs, Vines and Ground Covers - Section 02950 Sieve Size Percent Passing 18. All drainlines shall be coordinated with tree installation. 1.02 QUALITY ASSURANCE 2.04 WATER: Potable water as furnished by Owner. Contractor shall transport as required. /100 100 25 A. Requirements of Rhe vby law A antras: Certificates of A S /' APPROVED BY: y � C1ATE: nspection requires�t Zap or transportation shall accompan 2.05 SLURRY MIX COTPONENTS PER ACRE 1l '200 ° - ''S P y .SE/D� CITY ENGINEER RGE N0.223�7 invoice for shipment of seeds. File copies of certificates with A. Ground Cover Areas: 3. Color: Tan or Buff as approved by Landz,ape Architect. Landscape Architect after acceptance of material. Inspection b Federal or State Governments at place of growth does not precludeDESIGN RECONEN DEP � MV �`" S B Su f Supplier: "California Gold Track Fines" by Felton Quarry, Felton, rejection of plants at project site. F6*M Nes I OT ` CA ; Tel. (408) 335-4934, or accepted equal. ` 2.02 StiL STERILANT: Treflan Emulsifiable Concentrate by Elanco Products B. A licable Standards: Apply standards for plant materials as Gr 7 Land/Plan/Design Group Co. or accepted equal. escri a in t e o owing: Sl�hetur DRAWN Planning • Urban Design • Landscape Architecrure SmEET 1. Nortus III - Latest edition, Bailey Roratorias, Cornell ` D * 210me.m.mc 6wor..SumX0,060.0 rwoemp c.►+aaw'Awmno"am 2.03 PORTL;!fD CEMENT: ASTM C150, Type I or II• University. Date - � -�5--of 2.04 WATER: F-esh, clean, potable water as furnished by Owner/Ceyel.xier_ CHECKED DRAWING NQ "I e. ,ttPA--.J4f- 9 I :. W ss- ,GS 4WM- .iw►Awrr=• •��X ��-�.�s�� -...ens ��x+..c.�*�s�; a:.��s+� w w�s: r s a���y _ we. �..e r r IRRIGAIION 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 shown on the C. Controller Charts: drawings and described herein. other equipment noted on drawing fo^ irrigation system will be provided by F. Automatic Controller: 1. As-built drawings shall be approved by the City before controller irrigation contractor. I. Contractor shall be responsible for notifying the City in advance I. Install as per manufacturer's instructions. Remote control valves, 1.02 QUALITY ASSURANCE i REQUIREMENTS charts are prepared. for the following observation meetings. according to the time shall be connected to controller in numerical sequence as shown on the B. Provide approved. type enclosure for meter. similar to that manufactured by indicated: A. Permits and Fees: Tt.e Contractor shall obtain and pay for any and all 2. Provide one controller chart for each controller supplied. Myers Electrical Products. Inc. (213) 724-0450. model as specified on drawings. permits and all inspections as required. drawing. Enclosure shall be of adequate size to house automatic controller a. Pre-job conference - 7 days 2. Controller shall be mounted inside an electrical pedestal.3. The chart shall show the area controlled by the automatic controller specified on drawing. Enclosure shall be zinc coated steel. minimum 12 S. 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 b. Pressure supply line installation and testing - 48 hours G. Flushing of shall be followed in all cases where the manufacturers of articles used in accordance with U.L. 50. Cabinets and Boxes. Section 13. Exterior covers 9 System: to be minimum 14 gauge steel and shall have padlocking provisions. c. Lateral line and sprinkler installation - 48 hours After all new sprinkler pipe lines and risers are in place and this contract furnish directions covering points not shown in the drawings 4. The chart is to be a reduced drawing of the actual as-built systei,.. of Deadfront shall be a hinged type. 16 gauge minimum. and shall not require 1. necessary diversion work has been completed, and prior to installation nene sprinkler heads. the control valves shall be opened and specifications. a maximum size that will fit inside controller housing. double sided the use of installation or servicing. All factory installed components d. Coverage test - 46 hours connected. all if required for readability. shall be U.L. listed. All factory installed conductors shall be copper. 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 water 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 1/2 inch diameter bults. g Mounting Dolts shall not be visible outside the enclosure after 2. When observations have been conducted by other than the City 2, Sprinkler heads shall be installed only after flushing of the system hereby incorporated into and made a part of these specifications. and their used to indicate the moa of coverage for each station. using pastel 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 whom these observations were has been accomplished to the complete satisfaction of the C!ty. 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 sane. However. when 6. When completed and approved. the chart shall be hermetically sealed N. Sprinkler Heads: these specifications and drawings call for or describe materials. between two pieces of plastic. each piece being a minimum 20 mils. C. Electrical equipment installed outside building shall be NEMA 4 type. 3. No site observations will commence without as-built drawings. In the 1. Install the sprinkler heads as designated on the drawings and in workmanship. or construction of a better quality. higher standard, or 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 event the Contractor calls for a site visit without as-built drawings. 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 Architect at his current billing rates per hour, portal to portal. drawings. In no case shall the spacing exceed the maximum recommended D. Superintendent: D. Equipment to be Furnished: 2.04 ELECTRICAL (LOW VOLTAGE) (plus transportation costs) for inconvenience. No further site visits by the manufacturer. 1. A superintendent satisfactory to the City's Representative shall be 1. Supply as part of this contract the following tools: AConnections between c�rrtroller and remote control valves shall be made with will be scheduled until this charge has been paid and received. present on the site at all times during progress of the work, direct burial AWG-UF. 600 volt wire. insulation thickness 3/64 inch. C. Final Observation Prior to Acceptance:. I. Valve Boxes: s for each automatic controller. utilizing low density hihollweight polyethylene insulation.y g y gmolecular wegpoyeyene nsuaon. 2. The Superintendent shall not be changed except with the consent of the a. Two kc 1. The Contractor shall operate each system in its entirety for the 1.., All buried valves and equipment shall be installed with a proper box. City's Representative, b. One quick-coupler key and matching hose swivel and globe valve B. Splices. where permitted. shall be waterproofed using Rain Bird. Pen-TitoArchitect at time of final observation. Any items deemed not 2. Fill area under box with a minimum of i cubic feet of 3/4• aggregate 3. The Superintendent shall be authorized to represent the Contractor. for every five. or fraction thereof. valves installed. Connectors or fusable heat shrinking tubing, and housed in a box. Boxes acceptable by the clky , or not in compliance with these before box is installed. 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 City. E. Explanation of Drawings: conclusion of the project. Before final acceptance can occur.- C. Wire sizinghal 3. Identification tags shall be,-attached to each remote control valve. shall be a minimum of i14 OF 600 volt underground wiring, /Tags shall evidence that the City has received material must be shown to the unless a shielded cable is used in which case 118 wire may be used. Common 2. The Coitractor shall show evidence to the City that the Owner has showingnumber that corresponds with controller sequence 1. Due et the scale of drawings. c. is not possible re indicate all Architect, wire to be white in color. Pilot wire to be red and e>trc wire another color. received all accessories. charts, record drawings. and equipment as be manufactured of polyurethane Behr Mesopaid. yellow in color with offsets, fittings. sleeves. etc.. which may be required. The contractor shall carefully investigate the structural and finished 1.04 PRODUCT DELIVERY. STORAGE AND HANOLINGrequired before final observation can occur. black letters 2-3/4 inches by 2-1/4 inches. -(CHRIST Y or equal) conditions affecting all of his work and plan his work accordingly. 2.05 QUICK COUPLING VALVES D. Physical Layout: 3.04 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 caution-d 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. unloading. and storing of P.V,C. pipe opening at base. permitting operation with a special connecting device 1. All piping or equipment shown diagrammatically on drawings outside A. The .City reserves the right to make operating repairs n. necessary to keep the work to be installed. The work shall be installed in such a and fittings. All P.Y.C. pipe shall be 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 planting areas shall be installed inside planting area whenever y g allows the length of pipe to lie flat so as not to subject it to undue this right by the City shall not relieve the Contractor of his architectural features. bending or concentrated external load at any point. Any section of pipe 1. Coupler threads: lug type possible. responsibilities under the terms 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 Owner's be replaced with new piping. 2. Hinge cover: Provide with rubber-like vinyl cover. supply lines. routing and location of sprinkler heads. 3.05 FIELDQUALITY CONTROL authorized representative. 3. All work called for on the drawings by notes or details shall be 1.05 GUARANTEE 2.06 CHECK VALVES 3. All layout shall be approved by City prior to installation. A. Adjustment of the System: furnished and installed whether or not specifically mentioned in the A. The guarantee for the sprinkler irrigation system shall be made in A. Swing check valve. 2 inches and smaller on non-pressure lines: bronze or 3.03 INSTALLATION 1. The Contractor shall adjust all sprinkler heads and valves for optimum specifications, accordance with the following form. The general conditions and plastic construction. 100 pound s.w.p. female i.p.s. supplementary conditions of these specifications shall be filed with the performance and to prevent as much as possible any overspray onto w s 4. The Contractor shall not willfully install the irrigation system as Owner or his representative prior to acceptance of the Irrigation system. B. Anti drain valve: .: walks and roadways. No spray is permitted on buildings. shown on the drawings when it is obvious in the field that plastic construction,' with soft composition disc. A. General obstructions, grade differences or discrepancies in area dimensions B. A copy of the guarantee form shall be included in the operations and stainless steel internal parts. Spring tension adjustable from 4 p.s.i. to 1. All plastic pipe and fittings shall be installed in complete accord 2. If it is determined that adjustments in the irrigation equipment will exist that might not have been considered in engineering. Such maintenance manual. 15 D.s.i. Valve may be an integral part of sprinkler head. with manufacturer instructions for same. provide proper and more adequate coverage, the Contractor shall make obstructions or differences should be Drought to the attention of the 2.07 BACKFLOW PREVENTION UNITS 2. Line Clearance: All lines shall have a minimum clearance of 6 inches such adjustments prior to planting. Adjustments may include changes City's authorized representative. In the event this notification is C. The guarantee form shall be retyped onto 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 oae another. 3. All sprinkler heads shall be set perpendicular to finished responsibility for any revision necessary. unless otherwise designated on the plans GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM equipped with gate valves and field test cocks. gra 5. Work of this Section which is allied with the work of other trades B. Trenching: „�, sand at height and distance B. Wye strainers at backflow prevention units shall be 1251 class cast Dross from walks. buildings, etc. as noted. shall be coordinated as necessary. - We hereby guarantee that the sprinkler irrigation system we have furnished with 40 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 materials and workmanship. and the 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 housed 1n a protective housing as noted on drawing, 1. Test all pressure lines under hydrostatic - devices shall be U.L. listed, and so labeled. ordinary wear and tear and unusual abuse or neglect excepted. We agree to pressure r, 150 pounds per 2. Trench bottom shall be flat to ensure piping is supported continuously square inch. and prove watertight for 6 hours. repair or replace any defects in material or workmanship which may develop 9 Burin the period of one year from the date of acceptance and also to 2.08 AUTOMATIC CONTROLLER on an even grade. 1.03 SUBMITTALS g y 2. Testing of pressure main lines shall occur prior to installation of repair or replace any damage resulting from 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 bel ow electric control valves. quick couplers or any other equipment that A. Material List: such defects at no additional cost to the City. We shall make such stations and type indicated on Drawings. the subgrade. repairs or replacements within a reasonable time, as determined by the might prevent a proper test from being performed. 1. The Contractor shall furnish the articles. equipwient. materials. or CitV . 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: 3. All piping under pared areas shall be tested under hydrostatic processes specified by name in the drawings and specifications. No wake such repairs or replacements within a reasonable time after receipt of pressure of 150 pounds per square inch, and proved watertight, prior substitution will be allowed without prior written acceptance by the written notice from. City . we authorize the City to proceed to have said 2. Fuse and chassis ground all controller components, a. Pressure supply lines (2-1/2 inches and smaller): 18 inches to paving. Ci•y. repairs or replacements made at our expense and we will pay the costs and 2. Complete material list shall be submitted prior to performing any charges therefore upon demand.- 3. The controller shall be mounted inside a steel. vanda- b. Non-pressure lines: 12 inches 4. SustainD ressure in lines for not less than 6 hours. If leaks work. Material list shall include the manufacturer. model number and PROJECT: resistant enclosure with a steel predrilled removable develop. replace joints and repeat test until entire system 1s proven backboard, controller. terminal strip, and 117 volt outlet. The 117 C. Control wire: 18 inches watertight. descriptio.^. of all materials and equipment to be used. volt duplex box shall be provided with an on/off switch and 117 volt CONTRACTOR: PHONE NO.: receptacle. Metal conduit shall run from the 117 volt supply to the C. Backfilling: S. All hydrostatic tests shall be made only in the presence of .the 3. Equipment or materials installed or furnished without prior approval controller housing. All power within the housingshall be properly of the Cit may be rejected and the Contractor required to remove y pCityipe and other duly authorized representative of the Owner. No City ADDRESS: BY: phased. A prewired terminal strip shall be provided clearly 1. Burled pipe in trerti"hes shall be center loaded only until all required such materials from the site at his own expense. indicatingthe pipe shall be completely backfilled until it has been inspected. 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 controller assembly shall be provided with a terminal strip loam, sandy clay, sand, or other approved materials, free from large 6. Furnish necessary force Dump and all other test equipment. product or products apparently meet the requirements of the drawings DATE OF ACCEPTANCE: BY: clearly marking the positions for one vial++ -`--` -- a qw_ clods of earth or stones. Backfill shall be mechanically compacted in and specifications on the basis of the information or samples submitted. moisture sensing devices. The terminal strip shall be wired through landscaped areas to a dry density equal to adjacent undisturbed soil 7. When the sprinkler irrigation system is completed. perform a coverage fire clearly marked on/off switches mounted on the face of the 5. Manufacturer's warranties shall not relieve the Contractor of his 2.DO PRODUCTS controller to provide sensing bypass capability. in planing areas. Backfill will conform to adjacent grades without test in the presence of the Ecom to determine if the water 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/3000 Manufacturer or approved materials and perform all work required to correct any inadequacies of ` equal ca vying a 5 year wa:r��t; �n the entire assembly 2. A flee granular material backfill will be initially placed on all coverage due to deviations from plans. or where the system has been 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 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 ba=kfill. inadequate. without bringing this to the attention of the City. specified herein. or approved equals. This test shall be accomplished before any ground cover is planted. ..ecessary in submittal. 2.09 REMOTE CONTROL VALVES _ 3. Flooding of trenches will be permitted only with approval Of the - 2.02 PIPE 6 FITTINGS City 8. Upon completion of each phase of work. entire system shall be tested B. Record and As-Built Drawings: A. Valve type: spring-loaded. packless diaphragm activated. normally closed The Contractor shall provide and keep up to date and complete "as- A. Pressure Main Line Pip.nq 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 wept site requirements. built" record set of mylar prints which shall be corrected be P.V.C. class 315 solvent weld type , capabilities). 4. If settlement occurs and subsequent adjustments in pipe. valves. sprinkler heads, lawn or planting, or other construction are 3.06 MAINTENANCE daily and show every change from the original drawings andnecessary. the Contractor shall make all required adjustments without B. Valve solenoid: 24 volt amt. 4.5 watt maximum, 500 Willi-amp maximum surge. specifications and the exact •as-built* locations. sizes. and kinds of corrosion-proof. stainless steel construction. epoxy encapsulated to form a cost to the Owner, or City. A. The entire sprinkler irrigation system shall be under full automatic me equipnt. Prints for these purposes may be obtained from the B. Pressure Main Line Piping and Fittings: Sizes 2 inches and smaller shall De D 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: i� shall be used only as a record set. C. Provide bleeder valve to permit operation in the field without parer at the B. The . City reserves the right to waive or shorten the operation period. C. Non-pressure lines : Shall De P.V.C. schedule 40. 1. Routing of sprinkler irrigation lines as indicated on the drawings 1s controller, diagrammatic. Install lines (and various assemblies) in such a manner 2. These drrx+,ngs shall also serve as work progress sheets and shall be 3.07 CLEANUP D. All pipe and fittings shall conform to specific requirements as follows: as to conform with the details per plans. the basis for measurement and payment for work completed. These 2.10 SPRINKLER HEADS drawings shall be available at all times for site reviews and shall be 1. P.Y.C. Solvent Weld kept in a location designated by the C�tv. Should the record 2. Install NO multiple assemblies in plastic lines. Provide each A. Clean-up shall be performed as each portion of the work progresses. Refuse blueline as-built progress sheets not be available for review or not A. Type: doter [)riven; and pop-up types. and excess dirt shall be removed from the site. all walks and paving shall ap to date at the time of any site reviews (refer to Section 3.02-B-3 a, Pipe: Manufactured from virgin polyvinyl chloride compound in assembly with its own outlet. be broomed or washed down, and any damage sustained to the work of others accordance with ASTM D 1784 or ASTM D 2241. cell classification 8. Part circle heads shall have variable arc setting capability. 3. Install all assemblies specified herein in accordance with respective shall be repaired afnd work returned to its original condition. - Observation Schedule). it will be assumed no 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.i. 2.11 VALVE BOXES specific items 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 t in take place prior to payment of that assessment. b. Fittings (solvent weld or thread): Standard weight. schedule 40.,` A. Valve boxes shall be fabricated from concrete to weather, sunlight and the Cityproper operation of all , A• The Contractor shall required to train City's maintenance personnel he I1 side gated. injection molded P.Y.C. complying with ASTM D 1784:' 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. ef,emical action of soils CHRISTY or equa:, rr�,ui,aaad wirin irrigawron ratters 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, d,;ily 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. should a piece of equipment 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 net match the plan. the Contractor for ultra-violet resistance. Schedule 40. must indicate that equipment has been relocated in a graphic manner so C. Gate valve boxes shall be concrete with lock covers CHRISTY oappr�V f Cd 5. On P.Y.C. to metal connections, the Contractor shall work the metal as to match the original symbols as indicated in the irrigation 3. P.Y.C. nipples shall be schedule 80 with molded threads. equal, embossed ent and dimensions will then be connections first. Teflon tape or approved equal shall be used on all legend. The relocated equipment -Ian at the prober time. 4. All P.Y.C. pipe must- bear the following markings: L. Remote control valve boxes shall be rectangular concrete beget. CHRISTY. or threaded P.Y.C. to.P'V'C.. and on all threaded P.Y.C. to metal joints. transferred to the original as-built approved equal, with C.i ,:Overs and Ie+GMs, e;.,.Lossed witfi r Light wrench pr�s1Sure is all that is required. Where threaded P.Y.G. 4. Befcre the date of the final site review. the Contractor shall A. Manufacturer's name Jtigf� and valve number. connections at required, use threaded P.V.C. adapters into which the transfer all information from the 'as-built` prints to a mylar pipe may bp.>ie Bed. 3.00 EXECUTION or similar mylar material procured fr;c the Architect. All work shall b. Nominal pipe size be in waterproof India ink and apDlie,: to the mylar by a technical pen F. Instal), backflow assemblies in shrub areas at minimum height permilted made expressly for use on mylar mate-ial. Such pen shall be similar C. Schedule or class 3.01 SITE CONDITIONS Dy ldEal code. to those manufactured by Rapidograc'. Kueffel 8 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 Cify's approve prior to boiled linseed oil paste or an approved equivalent. Apply to male even on the final controller chart (see Section 1.03-C). The original threads only. mylar "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. n :s Quick coupling valves:)bi t drip ung . eUnless otherwise indicated. locate calves -� prior to the making of color chdrt. dB. Exercise extreme care in excavating and working near existing utilities, 8within 12 inches of esU ne. 5. The Contractor shall dimension from a c permanent points of reference. f. Date of extrusion Contractor shall be responsible for damages to utilities which are caused building corners, sidewalk, or road '.rtersections, etc.. the location by his operations or neglect. Check existing utilities drawings for of the following items: S. Solvent cement and primer for P.Y.C. solvent-weld pipe and fittings existing utility locations. 9. Pumps. backflow prevention unit and controllers: Verify exact location DES C RI P TiON QF R E VIS IQ N p 6 T E c!T r with the Owner's Representative. m.An (' shall be of type and installation method prescribed by the C. Coordinate installation of sprinkler irrigation material 5 including pi:*. 10. Install calve b^xes wlthrr, planters only NOT in tori areas. CITY OF R�N C N 0 CUCAMONGA 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 5 Fittings: difficulty in planting trees, shrubs, and ground covers. 1. 115 volt electrical service for automatic controllers shall be a. Pipe shall be galvanized steel. American National Standard D. The Contractor shall carefully check all grades to satisfy himself that he provided for by developer. SPECIFICATIONS C. Gate valves, may safely proceed before starting work on the sprinkler irrigation system. Institute (ANSI). Schedule 40 galvanized. milds steel screwed 2. Low voltage wiring shall be placed 1n the same ditch and along side of ■ d. Routing and/or directional turns of sprinkler pressure lines pipe. 3.02 PREPARATION main lines unless otherwise approved. FOR a (dimension max. 100' along rout��q) _ Vi.1 b. Fittings: screwed beaded malleable iron. or 125 pound cast A. Water Supply: 3. When more than one wire is placed in a trench. tape wires together at I. The Developer will provide new meters. e. Sprinkler control valves. flanged. maximum 12 feet on center. T H E C A R Y N C O M PA N Y f. Rou'in-j of control wiring, C. Unions (2 inches and smaller): ground joint pattern. 4. Provide a 12 inch expansion loop at each connection and directional 2. Sprinkler irrigation system shall be connected to water supply points change. TRACT 1 3 5 _%6 g. Quick coupling valves. of connection as indicated on the drawings. .,12 MOISTURE SENSING DQUIPMENT 3. Use a continuous wire between controller and remote control valves. 3. Connections shall be made at approximate locations as shown on Except as otherwise approved, do not splice wire at any point. All 3 r � h. Other related equipment as directed by the Architect. S� APPROVED BY: Y� QATE..�..�...'_�- approved splices shall be enclosed 1n an acceptable box. ,q ��/ A. Provide model as Chown on drawing for lawn and ground cover areas, as drawings. Contractor is responsible for minor changes caused by / Tom- - ' 6. On or before the date of the final site review. the Contractor shall manufactured by Calsense. deliver the corrected and crmpletec rnylar to the Citv. Delivery actual site conriitions. CITY ENGINEER of the mylar will not relieve the G-rtLra M or of the responsibility of i. Provide low voltage vires to each remote control waive controlled b 6. Each controller shall be provided with separate ground wire. 5��1,,$E�QfC RC.0 NO. u furnishing required information that way ct omittedof from the prints. y MOISTURE SENSING EQUIPMENT DE SIGN �''�� �E censor. T • [ RECO kENC�E y: r A. Locate in field as directed by the Mahufacwrel"s n•presentative Land/Plan/Design Group_ Si 0 RAIL DRAM'k Mnrung • Urban Design • Lands-ape Architecr,.-_S SHEET��B. Check the system to ensure that sensors are operating correctly. not less4tl U naN, cy,rb.-w„�wpr�VW�CA WW,,�r�.y� than four times over a 30-day period. adjust or relocate moisture sensing (p * �-�--`�,/ 2 60 31Z equipment ry, per mdnutccnrrer's approval. Date _ J i 1 1 Y11 7+I " ui meat as necessa , pp CMEc:K�D DRAW!NG NC. C. Any relocation of equipment required shsll be within 15 feet of original IItC.E.no location and shall be a part of the 'work of chis -Section. GATE FILE W / a _ WoJ�zT � - "' 70 OF- 8l i 1 e N - - o1% t. r s11! 117 M 1 a6.DO ea.OO ft.00 .DD .QQ I / Ni . v \ r 1G 1 c .++ 91 22 " 17 24 o /A�o � i G I ria --54 - I F �.. G4 h mj I j ' ► --- - 11� vv. Igp ns l04 G2 Au 1 m - ,� AI � ,94 An � \ nL 1 7 b1 KY Go b1 Y. 1 1 ,J 7 I j 1 j �t !D s n ,o 1�. I ���� i PAD 1520.0 PA D = 15 24.0 _ � : s , I ( 171 -- , 4� 149 12J 171 1'J1C 11.1 1� 117 116115 1N 41 ty) ,� ► j . F. 1520.5 � ; . 1 F.F. = 1524.5 1 -__-_ .-.-- -..__....._ ,i- O <l7 '-l. 1�.• ISS '`- - - - N `' i PAD = 1514. 7 '� PAD= 1516 5 �, � j � t � � s, •YI � iii 4 j I F F 1515 2 F.F. 1517. 0 I PAD 1512.3 M �; ,; j --T -�e o � � � P,1- e, I F. F. 1512.8 ,► 1 N - PAO 1511 . 1 _ % r , ii A5 1 1 � In )17 2 / — j F.F. 511 .6 i �- tot I d tr139o INDEX MAP �4vIS 1\�JR h wjs r137 civ �h W U) �,1'T cj i ,t v� r \ � tt�.. � in 1/ � •p � ` � J� i/ ` R° _� ' x•74.6 ► o i o / ire O 454 ky— w -- ---- PLACE r - 0 J z� a S � SH �Tg ' � S -L �vSc.APE 14 0. � � -1 r--' IRadm•. < cf ti If 141e STREET TREE PLAN TRACT 13566-1,-3,-4 HOTI� RANCHO CIJCAMONGk CAt..FFORNIA CENTURY AMFRICAN HAV� � I �F- GIT`( �rtAN b� WP q �� GI1�T 1 -7 ✓�TNL. ISI . T'TICQL,N� �. DESCRIPTION AT CITY S ION OF REVISION 16N o [ � LEGEND CITY OF RANCHO CUQAll ONGA FRANK SCALE "-0 ZOila' RADMACHER DATE bof ASSOCIATES INC.• landscape Architects ��8 NO 8Z2 (714) 932-1774 DRAWN L �+-4 • 1 p, {at 14841 Yorba Street. Suite 204 Tustin, CA 92680 ��i�4 E h'(11� ��1 t�IG,6- Vii•-��l�l� ` i Nr`' _ _ CH EC KE D A L. APPROVED BY: / �! f DATE: ". IGJ Gtah CITY ENGINEER �/�' �� - RC.E No... 2397 �"' sHr S*f W sly,.� I� � Li�� rW D DESIGN REC I�fNDED sNEE-r 2J� roe PI.� I�� '6PI�IG,b-'�IDtJs ��' 8T L4 411' 9203 v 't— (n.)35,«� DRAWN * ►, SHEET CHECKED DRAWING N0. � RC E. NO 1 DATE FILE NO I - _ JUb NO. E1 W 741 PROJECT SHEET # 7/QF 9/ - I -►' r Sol JOHNSTON PLACE !--■ 3 y T� N SI Z1 fl+�.. 17 / / / • lie = e:'• - < - - -- �- ti .,• \ p -• - - - � Iii -- - L - � - - - — -- / _ 1 • 11 141— '). � G7 ' - e • . - 1 1 Y. toe K'4G1 - ` , QjAS— PROJECT — ��` va ✓�� 1•-14 y 3 f1 171 10• WIG co 102 X Q � . • ' -f ' � i \J � ' . •• � 190 -r�,. I� Ti 4i Ift, IK' III 114 11� \ F lI Cjj •' •4 \/ b j ' • •• .1 11!1 14l 111 IOc 1 v 1 1.11 1111G�n9 11, L, 00 /• o85 Irl A. � \ \• �•r.I A 1�.Il.� A' VARUMAd fLNl n(.. , R,An\ • . \ � Il :1I 71 �1 • • . b�• r148PAD = 1517.4 -- ` ` �,� a� � 4 _ ,� _ _ r143oF.F. = 1517. 9 ��,c� PAD 1517.7 - I SR � �` �� F.F. = 1518.2 r=—� �,5' 3 cis a INDEX MAP 40' LA n � 147 . 4 4 !. h • ru r - 144 ISP j 3R h F PAD = 1524. 8 2 F. F. = 152 5. 3 _ ( • � PAD 1514.0 F. F. = 1514 5 5;7 ry ' i N 125.91 i -- •` �' PAD =1518.3 ' ! o = c2 \ 51(o F. F. 1518.5 F5 s PAD= 1518. 2 J � s F.F. 1518.7 I 4i _ ■ r146 k 145boo IR kr- L.00 jp8 ( �OSCA� �, NP � � :170 IG 170.1J0 10!3.94 �' � Frank W• i G °� STREET TREE PLAN. TRACT 13566-1 r3,—�4 te RANCHO CUCAMONGA, CALIFORNfA - !y HIM fio rt�4 f�sF M V fiCFfMRY 'AMFRlCAN DESCRIPTION OF REVISION DATE TTYAPPRkt1! LEGEND CITY OF RANCHO CUC.AlOA rye-d6 G�U,5R�f li I � 'l� I DI FRANK SCALE Zo O • RADMACHER DATE �1 D t�jld(,1 ASSOCIATES, INC. JOB NO. eZL Landscape Architects (714) 832.1774 DRAWN �" 14841 Yorba Street. Suite 204 • Tustin, CA 92680 CHECKED APPROVED BY: DATE: 3,/5 ' CITY ENGINEER - RCE X10.?2 147 _LJ�1/_�� ; • �� , y�1 DESIGN _ tlfAs+�Ar.++a..�IlwrA RECO .� �tOQD1 . Z DRAWN Q s► E SEE �N� 25 f� Ad o EG IG ID t�l's 4 164E � � . $ �� � � � I � CHECKED —Alt��* DRA4�'tKG Ir0 DATE FILE NO /`3oTL JOB NO, E1 W 7`41 SHEET OF •Sl 130,00 103.20 103.20 56.00 130.00 103. • O) F� F� � A i IF T �• PAD = 1505 PAD = 1506.2 s FF. = 1506.3 i FF. = 1506.7 P9� PAD = 1495.5 PAD = 1498.0 I mss' ��" o rl , 135 I F. F. 1500.0 o F. F. = 1498.5 F I 2S 45 - I /O,% 130.04 rl 3b\ 13 I PAD = 1501.0 C0 / ° • E F� o , ,n — . S R TG o r 1 ��,' ��, F. F. = I5 01.5 " r • • �� I N 136 th 14 GG•/ _ �� I R 3 4�� -46 ° �° rl32 o PAD = 1505.5 — L11J _ t., � , .� _ _ 1506.0 W PAD 1505.2 F. F. o • • ti Vit, �� F. F. = 15057 � 56.ge • •{ � O O 1• • • 4 04 • r ~� • • 0 s � P£ •` . ` Fran .rcy I i 2 _ PLACE ti TN iikiT — - - - `�l�Tt OF C1 :,..I� STREET TREE PL..AN I f, `ptlY c ,, -- f „- TRACT 13566-1,-3, 4 A � RANCHO CUCAMONGA, CALFFORNIA UCAN CENTURY AMFr 1 -IRo-- - rye —K�4 '\G2 - DESCRIPTION OF REVISION _ DATE PITY t �� bR r32 r, , LEGEND CITY OF R NCHO � l ON l� F,- IOr,I,R• „r M2 II+� - 1Q -t SCALE ,2:, - _ _ _ I I ( FRANK ,9.. IT) IJr ,N. ., ,rA 11IIG I„> I„ fyA� &AP ��r ne _ • � 't2i�t9 RADMACHER DATE 8 ASSOCIATES, INC. t�; t } , '�- 1 vi�• landscape Architects JOB NO. 8�? t 1 DRAWN (714) A32-1774 k 14841 Yorba Street. Suite 204 • Tustin. GR 92680 CHECKED a R , �} r •: ., �.. T>\ rJ bl,• ARf'ROVED BY: �•; � QATE: , - CiTY ENGINEER v"i RC.E No.22.� >�7 DESIGN Ilf9.ftwtlbgAwwslKSmIrA REC ►?EN D 71 3S#411V q z T P ► �o s DRAWN SHEET INDEX MAP U . .,, ... .. ., of CHECKED DRAWING NO RC.E.NO © DATE FILE NO JOEL NO E1 W 741 PROACT SHEtT #q3 OF 8/ r _ 1 _ II � � r X i Io _ _ �► Z , i II II F J N loft l \ , At, ` E7* i / i 14 1p F- o42 � Ix , t\„ . 8• 154 s o 94 -w2 ie2cc r _ r _ PAD = 1499 0 i5'i 15 3 h� i °' - — ' .G� t I Ia , . - - _ 4. F. F. — 199.5 1 R112 o 1 - wKI"5 2 a 2 L w -- -_ s � I o 4S °' U� 150 ��� r ,ISR N 1_ Z PAD 1502 .1F 15 I 3 e �- _ - F 151 F. F. = 1502 .6 a, aioF - d 2S - - F� r o PAD = 1505.0 ° AD = 508 . ���' ! P I 3 INDEX MAP F. F. 1505.5 °' ► 1508.8 ' $ PAD 1511 .0 F. F. = ► F F. = 1511 .5 w Llai I ' �' PAD = 1507.0 w i w L F. F. 1507. 5 P/. i � ► i F � I I I ;aP I F w 1 t'L I w U) All- pSCAPE ee.00 ea.00 ! f e5. ( I 86.00 I ea.00 r 06.00 , I ' Frank W. SEE SHEET STREET TREE PLAN TRACT 13566-1,-3,4 �s iJ�kt' o RANCHO CUCAMONGA,_CALIFORNIA CE?M- RY AMFRICANL DESCRIPTION OF REVISION DATE CITY LEGEND CITY OF RANCHO CUICAMOt-Ik Y FRANK SCALE • � J'S G�lI �P'1�r1� I t'SP, nrc�I RADMACHER DATE P�9 �Gj ��• ASSOCIATES, INC. JOB NO. 8ZZ► Landscape Architects (714) 832-1774 DRAWN L4-4 14841 Yorba Street. Suite 204 Tustin. CA 92680 CHECKED A �-1��� ��JK AK"vEo BY: oATM: tis �Ip �5 ��L• CITY ENGINEER _ � �. RC.E NO.2222Z— I ?sN I i� PtJ'�I t�t � Llr ots � MVAmOI AmmmlrbA RECO Kin . f17�3 } 1 -s sic s�►�r;T 2.51�"� PL.��rlt�� �o iJs -'STi�-�� . U� }-�• � 4 DRAWN MX(774)3s.�' SFFT � moi• -I—of 32 CHECKED * RC.E.NO DRAMNG N0. NC7�0� DATE FILE NO JGB NU. E1 W 741 PROJECT SHFET t74OF 6/ O 77=1SEE ISHEET---- - r g I I — ii Tii s>rnr - IS G �9�g Alm/ ;7-7 1 0 1 Y 56, jA 111 4 7, -- - - " I 1Rl� �i �• 1►�f �K-�.,� s, �� 101 i T. - 1 r N I A1.1 --- , ',4.- 2. \ i , I(J•1 IK• 111 114 I1\ 71ri1?1 11r IN.+ 11.1 Ilri 117 I1G IIS 11, +i 12 70 "111 T -\ VARUN.•1 ILI[1 nt 1' ` . `\ f"•I n 3 PAD = 1493 .9 PAD = 1494.9 ' PAD = 1498 .9 rClil .l_ I �, IV F. F. 1494. 4 "� h F. F. 1499.4 _ =- • k, � F. F. 1495 .4 .• ! � o Ike PAD = 1497.4 O F. F. 1497.9 P _ --- INDEX MAP 102 �4- PAD = 150 0..5 F� 10 101 1��� - 4 S 9' ,� F4 F. = 1501.0 9 9 I 2 S 3 R W �V F� 1 w �- .� I I N + b t 2 - (I 0�3 �� 0� ♦ i 4 ju f I� FL k z w �► ♦ q, 68.5 L-15.77 ` Z //,v i Uj Ui . .... -- ---- PLACE INGVAL - - - W') I I 1 \ ` frank-W. 1 I I R dme Jnr l* � SEE SHEET 5Z. (Date A,\4' 1vl4rt JFLA`l� ` STREET TREE PLAN -TRACT 13566-1,-3,-4 RANCHO CUCAMONGA, CAWORNA CENTURY AMERICAN DESCRIPTION OF REVISION DATE OTY D LEGEND CITY OF RANCHO CUCAMONC-oA FRANK RADMACHER DATE ASSOCIATES, INC. JOB NO. ZZ OF �,�, Landscape Architects (714) 832-1774 DRAWN L 14841 Yorba Street, Sulte 204 • Tustin. CA 92680 CHECKED ♦ L, i�o�r'f i.� (I�t�IG� �4-}�LL IJK APP OVER BY: ri- DATE CITY ENGINEER RC.E No.22227 DESIGN •!'1°'!SA•�Rh.WA RECO 'ID I '7 '� o 116 �*+�'.`sew-.w„""e3 1 �� •O ("uit".ow L4 Hj— DRAWN " R SHIFT I Ar-w1w a � 3t 32. I� � of - I — � CHECKED DR�?'fP1G NOL, ® = R.C.E.NO FILE NO JOB NO. E1 W 741 PROJECT SHEET #750F 8/ i 1 II — __ ---- II rj SEE SHEET = _ J � L I _ my 6. Y \- 54" u 157 PLACE tef no lo, G2 LDS IN , IG 50.24 - 4.5 -21 r 41 _ 6s ai 1; /Wn or., Aq • r108 , 4 1 10 (104),� Is �� INDEX MAP w \ rl 5 PAD = 1493. 5 PAG = 1495.0 of o © F. F. = 1494 .0 = 1495.5 _ o o�+ F. FPAD - 1500.5 r ' U3 PAD = 1498 .0 F F. F. = 15 01 .0 I� O O t� N a _ F. F. = 1498. 5 1O - �A PAD = 1499.8 ' __ —_ _ _ I F. F. = 1500.3 0 ' wri '� r U) I r IreG , F F 83.50 86.50 85.00 r 83.00 83.oc �gUSCA- Frank W. j I I ' ad a til (Dale) tSjA� U► STREET . TREE PLAN TRACT 13566--1,=3,-4 �- //j{ tet} �j�/ 1{/��'AVINCUCAMONGA, CALIFORNIA:., M�y N FXor ore ! 'V r► {l Pf - .-. .._..a....... .w.. ..., .. ,...- -.. .-r.r.-..• r- --r--- :.: . _"- - - ��"R .CENTURY. AM-FRICAN O DESCRIPTION OF REVISION DATE CITY . LEGEND CITY Or- RANCHO CUw�,.-AMTrv,--vA �� il �le'(br`lj IlgRft� I'�DI _ FRANK SCALE • RADMACHER DATE �� Gia(,• ASSOCIATES, INC. JOB NO. ezz Larxlscape Architects 1714► $32-1774 • DRAWN ( 14841 Yorba Street, Suite 204 Tustin. CA 9260 CHECKED APPROVED BY: `X� DATE: , — CITY ENGINEER _ ' t -- RC.E NO. 2297 -C—>-r "� L4,01 � OESK3N ,+Sr! sr3 REC kQEO J� dC0 LYiiI 1 ' ANX V4) -6��P,; eT /7 foe- DRAWN . s SHEET CHECKED ORl6WIkG !i0 1 R.C.E.No 38� L �A DATE FILE NO / JOB NO. El W 741 PROJECT SHEET #7& OF 8/ LEGEND ��� G,�UEI�`(�hJi I tgR�t7�l' dl • �r■I r� r r Uj � �► r■r�rt� r r�r■r■r�r■rtrr�rr�►r�r■ir�r�r■r�llrr�r�� _ •• V r ■�— - -- — -- ■Y■i� �w��r��lr�r•r■rr■r���� � �w��r���r��i � i�l��r�r■i■��� liwr■�r■r■i■r■ir■rrusr�rwr�ri■r■r�r�r■r�lrr�r� r��■r■i■r , ` 1 A-L-11 N-1 I 1 ii-J) 4 1 --'lE>- 55T L4 el Hj- omj Y �; - �a1-5. CL ':* r• ' ' '" Y d' D I 1 • • ' t _ } t - 1 xY' ■ y I f I . rte • _ ■ I I ' t ■ 1 PAD = 1487. 5 EF D = 1487.0 PAD = 1488.9 , I - "` = F. F. = 14 8 . s = F. F. = 1489.4 PAD 1488. 2 ;. 8 0 � . 1487. 5 _ + j F. F. = 148 8 .7 I_ PAD = 14 86.5 — I F. F. = 1487 .0U) I. " It f•, ., IA�11 Iz I '�. 4 • I __lN T \ 1 1 142 A \ \ \ -- II2 — 1 — - 1 II0 ' - _ ~' "Ili 1 6113 ,,, I;109 ;- r, - - 3� ■ - x ` , I , r _ -- , GS 1 1711 1Y• 115- r7 K•, •\F'j \ !S7/. t•\y1 . • t � ,` 1 a I � 1 .c 19 b? ,C:Ki– of •`-L ♦/\ • j 1 \ i 1 � :^ 1, 133 17]pm KG I } .' l r - 1.. — - ■ Q • _ wm _ u TIN 4-3 41 f 00 41 DRIVE Wlffb.Ad ..... ``` -0- -___ - _ f/ !` T` _ .Y' ' � X11' 1 1 .1. .1' 1 i• `\ _ - O • — • 29• .. • -9 1 • . .4 ■ 11-4 I "a/vQ9r„VJEI X..1 O ,y • I • a\ INDEX M _ AP W J + � � I o r1431 ell I ■ # - •, ^•� , ,. 1 x' I � (. ', '.' � /-i�-. r• _ 3 , p,NGSt,gjf �� ` 23. ♦ II6 I ('115 , • Q�o Frank W Rad `s•. �N ! ("114 ` ■ I . I I 117 Ljj -1 - All ` 1 — = ti r' _ / W P PAD 14 7 — AD 148 .0 8 1 ;3 8 4 ,� PAD 1486.7 ■ , - - F. F. = 148 F. F. = 1487. 9 • � , _ W --� „ , PAD = 14 8 8.6 eek o ; : ,Q' 8 8 F. F. 14 8 7. 2 PA D s 14, C/) F. F = 489 . 1 : 88.3 ■ STREET TREE PLAN s - F. Fos 1488 .8 9 _ TRACT 13566 f HO CUCAMONG CALIFORNIA RANCHO A, 111 I � - — ! C ET Y A R AN U P _ .. . _ • _. ( CIe)!V TY DESCRIPTION OF REVISION DATE C1 CITY OF RANCHO CUCAMONGA 9 . i F SCALE FRANK 4 - i i A � s RADMACHER DTE ,. ASSOCIATES INC. I J i OB N0. LZ 85.00 �. ■ landscape Architects 1 714 832-1774 DRAWN L+ ■ �` I 14841 Yorba Street, Suite 204 • Tustin, CA 92680 CHECKED i • t. ,r i � .i I 1 .. I APPROVED BY: t i I DATE F C�R� :. FR011�'I. R.O.W. 'FLAW TAE ,� FR011 A 0 I I s ( i CITY ENGINEER /Ly�4 �.E NO. 24953 Kiel D �L ✓5�f�/"'O RECOMMENDED 4 ' DESIGN �/ U641 Alrridr�AtIr/11/r SnIMrA vC?�•GYi,4 49LL TIA�E ; WMOSE• TRUNK4 ARt LESS THAN .5 FROM •NORTH_ DRAWN � �1 � SHEET VAR SCAk SHALL $E 1 M A1NT D WITH APPROVED 1�M: APPROVAL_ OF 3TQEET 7KEES ONLY. ANY e0AIFLICT W/Tf! �F' M ,,�E,u,,�,�.�IM. •3�a of L !GlBL�C =I1')�ipQ(l�/YlE/lI T,S I,U/C.L �EQG(/iQF �'/ iPOtP/ATE CHECKED DRAWING NO - R.C� NO 1RWTil9Ai IFRS, PER CITY' STD'. e05A • SUIS/�/tjS . DATE FILE NO JOB NO. EZ W 9082 - PROJECT SHEET 76A OF 81 - « V .OE '03.20 103.2C 1037fT .ci a . ` I 1 1 \ 1 PAD = 1488. 1 i PAD = 1492.0 �-- F. F. = 148 8. 6 I F. F. = 1492 . 5 '1 C� �► ,' D 4 8$�1 , WAF.F. = I 6. Iv ,� Y.I jt 11 r129 �,-- xr9 3 - _ 3 S 1 / jz ' f 2 � IS � w 3S p(go G� cJ cl �� � s r Q r D r- q 42. cv? I , y, ' w o ti •4 1 f 1 , f i O ` • r C E ' S"T o 1 ce -- - � nrn I - n SEE SHEET -� ____4_4 _ z T'_— -- � - - - -- -!- `PNDSCq f STR*EET , / ! 1 E PLAN -I I "` 1 ` Frank W �y . - - TRACT_ 13.566 _ 141 ,4• __. . -- \ .rsY, r(1` .* ___"."-w-- y.iri..,M+"f. A rIG RAN A .i .-W . , A, si • qc NOTE. . - -- - s - - .— ,, t _ �. . :. _ - - 1-t'. ��/ 00E O CURB 8� 1 ' FROM .0.M PLANT TREES 6 FROt - �0, — ID4 G2 -16 77 �- 01■ 1 **1 DESCRIPTION OF REVISION DATE . _ qzN ' �� d, �s 1ALL TREES WHOSE TRUNKS ARS -I..ES SHA 5 Oil _ �. _ K. b, LEGEND CIT' OF RANCHO. Com'`_ .� A HARDSCAPE SHALL BE PLANTED WITH APPROVE =� �R�- 4,1 ,. , �r w J1102 . s - p 3 2o1 I1 - RRI S PER CITY S 605A ' �' '� �' �� �� "� �� "' \'_2 - � Y SCALE I ROOT BA ER , TD - fyf- _ . FRANKDA7Iz9 _ „ I°Y�I � JRA DMA<C H ER E Q/� -ASSOCIATES INC. ' t—7� 11!1 i27 17. 4t- -- + J08 NO. L L +, ( 1 landscape Archkects � , z l ,a" 1. •y,��S •. _� (714) 832 it DRAWN �. v 14841 'Ybrba Street, Suite 204 • Tustin. CA 92680 CHECKED y•�a.�4A A� — _ ., APS VES �r. WANDMA.) 6✓I,o[✓ Rnn \ .o CITY ENOWEEi�� �� R 75 I i \\ g o[a sN V s► .*+r.E�*a*A 5 FF. 54-) z� Dry P� kkri kld� p o 1 L04 �` 50 o ; \ 1 � T� � U� �' � � _ '" - O'f P D D EE '6IiFi o�� f 20 rI�� I t Nel 6�/i ��(.IS DRAWN ' �► SET N E APR VAS F STREET T� S QULY. ftY Co n FLS CT Gv�rH "\ : �, ° � I°� d�cF•a+s-sig ; 32C 2 �tUBLIC srhpRoV6rjrnTS WIU REQU�Rs ftPP20Mf�rTE d INDEX MAP �, CHECKED - RcE. no = ImArms "a 6051 L u5. ,� _ uG4 DATE irWE No - JUE3 NO. E 1 W 9082 PROJECT SHF ' 76B; OF 81 LEGEND • �R• .�5 G,d U.�P '�11y I rSR+-� r��I I r — L•-f J f�oJ� I tl I-r u t�� � � I � • � J t l r � t�tl• > ■>• i ■ . ,>•r .�■ ■ ■ . ■>• l� �Rt����� �t� t�l��� � �� �1�1 1 L 0, A MIN�1•i0 1■ II 5 5T We� t./, IQ • • nil . •.- ` w LLj • � •ten LiS , or I I ` C I —2 ! _ CFf 1490.3 � _ . �, .. 1t � ., II. 11 I I� I y• PAD 1493. 3 sI._ -1 L `y ." PAD 14 91 . 8 - F.F. 0 .8 F. F. = 1493. 8 PAD = 14 91.6 F. F. 14 92. 3 � 142 - \A , = , Ia • T F. F. = 1492 1 �. _ 1.1 it �� \ ee"� 17 W � PAD = 1489.6 ro", Ii I . , P �.. F. F. = 1490. i ,� -- , L° j -- , h ' 96 of --- 2 R , .�. I,: , _, 104 c2 95 94 - . — p 1 -_ t • O N 'S 42 • �r A , I �• 1c� ! .,f �'I QV . dr �� a 3 z� I t .e In nollls n• mat III 4 'ti" L^r. 1 _ T ly^ , • T _ , - ' \ O O 1. . IL _ ' B` •b- I-f Z, . V<RC.M•.l /l.11 n!f Ri>•tn _ `v - l l ) - ��>R �ukr1 ,L '- } INDEX MAP 0 . - -- r ju - 1 • 1 I r • o v �- . w i — A V; O — F , � - 98 a?e s_ v , . �- • Uj w O 1 a , ••y E • i ` i i n+ - \�� (''� � I Ike • ` ,r T r ('I I NDSC v P AP \` I \ 1 Q�O Frank W 9, . • Rad. y h rl22 4SR 120 � .. • `` t 1 o f � ' J v • • w a' - S i N Y L o I 123 4JR �' v sr , o . OF .,Q'/ O , ' - I f � 119 W _ -•v I , PA 149 0.0 • - f k� S L Cl) F. F. = 1490.5 o; PAC 1490.5 PAD 1489 .6 PAD = 1490.5 F F. s 1491 .0 F. F. = 1490. 1 h STREET TREE PLAN `I F. F. = 149 1 .0 � � � - ! - TRACT 135E 6f PAD 1489 .1 -RANCHO CUCAMNG&. - }� -- - - _ __ . . �CAL�O�N�A W TFUMUF LLJ � � - F . ��, �� -- a ! F. F. = 1489.6 _ I IJ 1 ( ' c$ ► k DESCRIPTION OF REVISION DATE CITY b• I►►Rri'fD A F'� , to FLmum CITY OF RANCHO :CUCA. MONGA .� 120.07 SHEET - _ - I SCALE -Q SEE . I �,ot �• FRANK RADMACHER DATE I ASSOCIATES, INC. roe No. bz2 Landscape Architects NOTE- $5.00 - (714) 832-1774 DRAWN ` ._ — ► I 41 Y rba trees Suite 204 • Tustin CA 92680 1 148 0 5 ` � � Iti• � CHECKED 1 l PLANT TREES 6 FROM FACE OF CURB & 1 FROM R.O.W. W ` I ( aPPROVED BY' DATE. I ■ 1 4 V� - ( CITY ENGINEE>. .T„ I � ����� RC.E N0. 24953 U) - �- -� ALL TREES WHOSE TRUNKS' ARE LESS THAN 5' FROM I DESIGN , ;, „ �i RECOARMENDED NORTH DRAWN R .� wxlf•)9fSHEET HARDSCAP' SHALL BE PLANTED WITH APPROVED 25 a� ctrl rJ� sF�! T � ROOT BARRIERS,' PER CITY STD. 505A NOTE f+PPRO(lAL OF w.s-rJe EFT TREES ON LY. ,4N Y e0Al FG/C T- OK��f 32 8 ar 32C E GC >F )QF CHECKED DRAWING N0. Wl�ff �l.(6UL' .t/►'il�ie0!/ Ir1E/'ITS Gc�Y �C QC!/ R.C.E. NO 14PPRO�R/ TE Ftl/.516Aj,5 . 1 84-L GATE FILE iV0 JOB NO. E1 W 9082 _. PROJECT SHEET 76C OF 81 GRADING PLAN GENERAL NOTES (G(OMMUN Ty RA p A 1 . ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY NTRACTS 13 564 OF RANCHO CUC.AMONGA STANDARDS AND SPECIFICATIONS. AND CHAPTER 70 & PROJECT OF THE UNIFORM BUILDING CODE, LATEST EDITION. � 13565 SITE 2. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS. FOUNDATIONS, RUBBLE, FOR N TREES. AND ROOT SYSTEMS. SHALL BE REMOVED FROM THE SITE TO THE .24 SUMMIT AvENUE SATISFACTION OF THE SOILS ENGINEER. 3. AFTER REMOVAL OF DEBRIS. ANY EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER. 4. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER, AND ANY ADDITIONAL OVER-EXCAVATION SHALL THEN BE MADE IN ACCORDANCE Swwr WITH THE SOILS ENGINEER' S RECOMMENDATIONS AND AS CONTAINED IN THE ... SOILS REPORT, � z 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 1 INCHES, BROUGHT TO PROPER MOISTURE CONTENT. AND COMPACTED TO, AT ' LEAST 90% OF THE MAXIMUM DENSITY. AS DETERMINED BY U.B.C. STANDARD FCXaTi�//LL Fs�/Y. W 70- 1 OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE SOILS ENGINEER. -�1 tiI6H1 AND _ A1/�1•JU� 6. IF ANY UNFORSEEN SUB-SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER BEFORE PROCEEDING FURTHER. - - 7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO ENGINEER' S NOTICE VICINITY M A P CAUSE ANY MUD, SILT. OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR - ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR 1 . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE /3 N O t TO Scale SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 9, J TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY START OF ANY BUILD 1 NG CONSTRUCTION THE 1 Frecas pR, SHALL FURNISH I CERTIFICATI IVIL ENGINEER AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL AND SOILS ENGINEER THAT B �4QR RADE', ARE WITHIN 0. 10 FOOT LIABILITY. REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE 1 OF THE LS EN THAT THE ,,- LJ k OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. HAS BEEN OBTAINED. 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND 014 /6 LE NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO THE START OF WORK. PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION � AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING CONSTRUCTION NOTE S & QUANTITIES 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE Q /7 ,f ENGINEERS OF WORK IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED C A` �' BUILDING CODE. I E;F "r'ON OR INDICATED CATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE W Ccx�R /V4. _ hES'C R r N G'r<tiv7 � WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED .3 c-_,wc Sw,4z f --4 r-,- 72 11 . THE SOILS ENGINEER SHALL ALSO BE RESPONSIN-E TO VERIFY AND REPORT TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR U --- --------- ---- --- .--- ` THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. 1T SHALL BE x' /57 P`t f E� re r T,.,,1- D/3 17v �_. AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING. BUT NOT THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL 1111 - - ---- F,- LIMITED TO SEWERW. GAYER LINES, ELECTRICAL, GAS. AND LANDSCAPE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. Q Q /9 �s�: ���M ,�r� �. �/� __. Te-.60L IRRIGATION LINES. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, ►� h� e T�Z E/3 2oigd 12• OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. Z _,•,.,T•-�-.,._ ,:-... ._,��,,.. _ _ F � rC4 BU ' , � , y ��. r e _ > �iEt�l ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 13. AN AS-GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH , � o SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY 4, THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO I 1� GRADING INSPECTION. THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION W HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- H/GfCGUX SS % 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5: 1 TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL cv SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND � 't` _ PROVIDED WITH APPROVED WATERING SYSTEM. SEE APPROVED LANDSCAPE SHALL FOLLOW ALL OSHA & EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. a ?4 DESCRIPTION CUT F I L L DRAWINGS AND EROSION CONTROL SPECIFICATIONS FOR PERIMETER - TREATMENTS. 1 Z CUT PLAN) C.Y. JE 15. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR Li ` W FILL I,I PER N) C.Y. PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 OF THE UNIFORM BUILDING CODE. J Under^round Service Alert SUBSIDENCE 0. 1 16. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN SHRINKAGE ( 15 CaLL :TOLL FREE o ) APPROVAL FO THE BUILDING OFFICIAL AND CIVIL ENGINEER �� -- ----"- _- --- -OF RECORD. 17. ALL WALLS ABOVE 3.0 FT. IN HEIGHT REQUIRE SEPARATE PERMITS AND I ' 8 Q 27 INSPECTION. E _+_� iY ` 18. ALL WORKS WITHIN PUBLIC RIGHTS-OF-WAY REQUIRE SEPARATE 422 T I l j ` V - 4133 2B SUBTOTAL AND INSPECTION ISSUED BY ENGINEERING DIVISION. E X P O 1 u WORKING DAYS BEFORE YOU DIG R T (IN PLACE FILL ) GROSS MEMBER i • ) GATE F05'r r- / GATE POST PVC FEW NOTE EROSION CONTROL NOTES � lL D/3 CY` / /FOP01 AI EPOAE DI-OR BO/VU//UGLEGEND . 1 . I N CASE OF EMERGENCY. CALL ANY G�4zY D ��^� PU/PFt�SEs dNL Y. CONT�itCTOIZS SNAIL 8 RAS�IV51RZ� �2 AT - 7IA�_24o.-=58+ 1 PLAN VIEW METALRA WI 3 = vE,P/Fy/NG ALL GtU�4NT/Tim' PJ2/OR 7v B/On�iVG �{NZ7 "THE UNDERSIGNED GNED CIV 1 L ENGINEER WILL LL SUPERVISE EROSION CONTROL µlB.pED l0 Z d 7 2. A6E�L MATE-TD UMGHT 2 / WORK AND CERTIFY THAT WORK IS IN ACCORDANCE WITH THE APPROVED L52s a PAD ELEVATION5TOP THF- G-4#0r- rim PLANS" . fKDM 9W1 6lNG INTO ALLOVi l < TIM t'u15LIC R.D.W. GATE.rim __ COOA4il rr� TR, SIGN: ���- 'jlz DATE: 3/�► /gam I LnT' NUMP�R 0o TD9LIDG 3. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL r 40'-6" MIN uND> W°�r�Mss �1 E3UL L��+� i LIMIri=n Acce"gs -'�c�o EXISTING C,OR GpEgLE STONE NTtx1 `t = cut�>3 ►/10RTAR TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE _ AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO B"Tt<IcK TEMPORARY DEVICES WHEN RAIN 1�-'"- CZ>4TOUR 5 4" ?23 ?4 a�l„11ty, SIDEWALK FACILITATE RAPID CONSTRUCTION OF t'12" 1S EMINENT. _ _ = ; p1LOVIVa MAINTENANCE ACGE'_� TO COMMUNITY ,f 1= F�CJSTING EL�VATICN I 2�" 5 o.11�E - `�c = = ::y; ~' ry• 4 i°' a. ;t. SN> T 2 `10 14�(t q3 �., t: 5 TRhIL AT 24TH STREJ=T 9� (' 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF - ' THE c I TY INSPECTOR. r 3/2" MIN.CONC• BEf7 R1=V15� 24TH 5T• DWY• ANt) ,O FG FINISH GRAf7E I 4s 25" 1''�:'�. . 5�o C- 3250 ® S.6G.>=.C.p• AGGESS t1t�• RJA 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE FS FINISHED SURFACE 1 10 END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY EXCEEDS * :. /1 0 /PE✓/�5'E f�n/CE .40D f3�/(M TCIRiV-.4,POUrVO ¢/93 �� NOTES / 1. ROCK 9IZEg,UNLE55 OTHERY115G5P�GIFIED SHALL Pte: 3 49X. TG TOR P OF GUg "kQ:� *:'• h /3 �.�`' 0 COI�LESTONE6: MAX. 18" - MIN. G" SECTION 17 �z 2.ALL 9PACE5 12,F-TW EEN 5TONE5 5MLL• 6E Fl LLE.D WITH CLA55•0' REV/-s6 n Cil n1W/, OF .SH._r .r CC; f A e A F 6. AFTER A RAINSTORM. ALL SILT AND DEBRIS SHALL BE REMOVED FROM FL FLOW LINE 12� °� 2!12 © ADD N[TE FnP EYrsT 6.B.0. F:C.!? FL CHECK BERMS AND DES 1 LT I SILT BASINS AND THE BASINS PUMPED DRY. MOR" , 1 PART Tr-_- ( T TO - PARTS SAND,2000 pSs PbRTLAND . ` GEMENT CONCRETE• (NO "DRY-PAGFc" 15 ALLdWe.D). I.GATSE CON5TRUCTED OF 2/2"GALVANIZED /� W /4 3.CJOb6LE5 5MALL HAVE. 2/3 EMEEDMENT• SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TW TOP of d STEEL PIM. 4. FINAL l�TING P05lTION OF ALL RDCK✓ TO EtiG RE�ltSE T2At L G2ADE5 -13-go d 7. FILL SL 2. HINGE CREATED by WFl-DIN6 GR059 MEMI!5MS✓ TO IC��``` APPROVED 6Y THE CITY IN5r1✓CT0I2,. w 111Ms CIT Y TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. TF' Top of Focmi,G A 3"GALVANIZED 57EEL pl1'E5LMVE. WITH CAP5LIPrE.0 J 5.ROGK`i 51-ALL 6E SMOOTH ROUNDI=O AND 1�E OF •r � ' Z DESCRIPTION OF REVISION DATE ,. AA � u �= s �.; � ,� APPROVED. _ OVER 21/2" UPRI6NT GATE P05T /S ,,�°n` I�r OBLJEGTIONAI�LE D15FIGUF-ATIONS ANP EXCE.551VE � Or%1 a A. A GUARD WILL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER 0 - - RETAINING WALL a.SINK P05TJ40'• GATE SHOULD NOT SWING WTD r IRON CONTIrNT• c �� f.� RANCHO � i�A� � IN ANY DEVICE EXCEEDS TWO FEET. QR�F t '�% �,,,` �,/ K PUbt_tG R.O.W.R•OW. GA B�-OC-K WAi-L 4.ChA1N &HALL 8E 3/8'" 113/4"" I W MILD 51EE.L AT 16"LDAG. ° '� EXPOSIE 0 ROOK. SURFACE Rpf �S� raw mare 5.LACK ✓HALL M E'ROVIDMD by THE- CITY. p q/ V Z 2; t ;1 2:1 oR 3:1 `.�'LL E 6.5EE TRAIL NOTE✓ CITY STD. r10. 1001 DETAIL_ N T5 1 ��� ��0-LIN�`G �\ 44568 m T � INDEX MAP -CM n� oal49� ��, COMMUNITY TRAIL PLAN EXP 3/31/94 z' MAINTENANCE ACCE�✓ GATE �2-3 �'� FOR • It. COMMUNITY TRAIL DETAIL NT5 1 ♦ THE CARYN COMPANY and sl c/m ROCKFIELD DEVELOPMENT CORPORATION 9lF�F CAlBt..�K --�-0 ° TRACT 13566 - 1 " , • - BASIS OF BEARINGS : BENCHMARK :: No. t5o LEGAL DESCRIPTION : OWNER : SOILS ENGINEER : SITE STATISTICS : APPROVED BY: � DATE:r _ 7'}41= 5F_AF2 1`-� SHOWrI HSN F:a C-f-11Z IN " 1N THE MIDcx-rte A roRTION of -THE WEs-r 112 - CITY ENGINEER - `�` RC.E_ NO. THE CARYN COMPANY HIGHLAND SOILS ENGINEERING INC. TOTAL ACREAGE 67.85 .15W)R„-�,,,,,,,P„„. Iturl, 100 /ARE 2A FD oN THE GE►yT RL-INE OF Cc t4C*?F= HEAT LL AT OF THE EAST '/2 OF SECTION ' DESIGN k rlt fAI ,,T �tEComMENDED RESIDENTIAL ACREAGE = 54.00 �` .�uE . . S4nfu �m [aKlFirrelti YI'6S of SUMMIT AVENUE 'BFJ"GS THE S0tn"HWFGT CORNER OF 2-7 , TaWNSHIP 1 OoRTH , RAtJC--E 2834 TERRY ROAD 1832 S. COMMERCENTER CIRCLE, SUITE A -Ia�lSOlStro p� 11` R_FH 2R° 4-1' 47" EAST AS sHoW SUMMIT AvE1vUE AND QST a NEEST , SAN SER.NAI2DINb e4SE LAGUNA BEACH, CA. 92651 SAN BERNARDINO, CA. 92408 N C ./ 1 �' FAV(-14)250.120 Q4a_l ill-6 • ON A MAP R.Enc>`I i� N 8� A�NUE . MERIDI,AN , A�c-n ING To -rHF-, DRAWN � 1' {714) 494-7597 (714) 884-8828 � sHEEt , 7S , P FS �l AND 40 OF OFFICIAL PLOT OF SAID LAND vzEC D5 of- SURvF-1- 1`_1_Ev L50t507-60-7P APR[r/EE D 13Y TH50R�YoQ ATTN : JOE DIIORIO ATTN : WILLIAM ALTMEYER 5 A 111`_7a�rr 1�OF ;3' OF SAN SFR►JARnINIO C0U11JTY QENFRAI_ , DATED SBF R T, CHECKED R.0 F NOA¢f497 DRAWING NO 1875 . C L DATE �' _ .�- FILE NO /✓ PP0.!E^T smrETI ##77OF' S/ r BENCH MARK NO. 150 Q FD. CH12 - g - IN THE MIDDLE OF CONCRETE HEADWALL AT THE ApIr ULT. S.F3C.FC.D. ExIST. ALMaJfl /-ova R/h] S' ,4 Al S E VA / A1,,,=_ /P E 7-,E-N T / O Al „B A G /A/ SOUTHWEST CORNER OF SUMM I T _ $ EX16T BB.C.4� 1 C151�_0) (t5t5.0) (t514.o) AVENUE AND EAST AVENUE. 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FC.1�r + 32 E� >. c Ex 6-30'92 (� I �) B.G FG P. ��� (�' "'�`")1 1 r. �P � � W � lot- 11-4 11 - COMMUNITY TRAIL PLAN x 6 �® � � � tql£ C1 n_ �1v1� � 0 e' GU R of � m ��... �_-�-�� & FOR (TYP.) G U TT E 2 O' FC L GT O PVC FF_ LANDACAPF- �� /E J% L A 13` RoA� � SBC-F.C.D. Q PLA, D DETAIL �!/' 'C� x \� OQROFESS10,�9 _ :- I FIN L„1, N Y cOMMUN►T TRACT 13556- 1 WA, COMMONLY „ WALL TRAIL 5t ULT. 6.S.C.F.C.D. RcAt� _ ���, \AUN// /� .t. WA,I-L -T-R?1 T 1 �� 12 7 YP ,� _Z �I • P+. 4°i° >^x1ST1NC 4/ , �.�:/ I ULTIMATE S.t3.C.F.C.D. 1`� -- - _ _ _ IMa 0114 � -. ,�_ �� 91 �} o MiN �� �' -�- 4o MA.x - S11�Pe O M1N�., 1 L-q �" IMERIM S•$.C•F,C•D. 1 �D -I� Co 1\ Q N . V /2-3�-9/ z ' ' PAD B rrvx 2 2/° aoF'E 2 ° x - i� APPROVED BY: , j „ DATE: s-. �_2 fLc FEUCE PFR L?NDS�AI'E ru p PAfl r-2' O 2 Nc� �� _o o _ o �� CI ENGINEER RC.E 2�3- - 3 /��" _ CITY NO. _ O �Ur� r T 61 L 6.8-C' F.C.0. CHAINLINK ..v r)Ur aM Ftn 3, 17Eron�1 tSE r� I _ .,(Tye.) �' o O CO M C/N!T Y T y` ^�` R� E x ,� ,.-.,� �.So FF�IGE (l0 1tIGF+)r 'S Al �� DESIGN I ts�,� t, _r:,� s.�r-enc, RFCON!/ENUCD Gs�w1TF- ptLR C1R �I-rIE ttR 4 Tom- .IL. _ sp.,u. ..�..�..e(t,.�,�,yrns �, ` . LAN>7�APE PLAN ANO DESA Z G GoNC 1c Tl= GL�TT� II (714)2501500 D LA Nt�PI✓ �N ,&,J n D E7 7;d 1 L 3 '� : = ¢ . F iy1M V. ; - Qa A �I s. �r n 2 2 n DRAWN � SHE T` TYPICAL COMMUNITY P �,, .� �.6SEM�►�T d .s�M COO`E, _p.� ,�, 5 goo N TY TRAIL TYPICAL COMMUNITY TRAIL B _ @ EAST BOUNDARY NTS 2 NTS 2 I . 1• ckEcKEr) R.cE. ►+o � Dkt ; 6;( NO i CL DATE :!E�' ` ' ' fl c tLo / I MARK BENCH N0. I50 ._ FD. CHIN1Z " p " 1N THE MIDDLE OF CONCRETE HEADWALL AT THE SOUTHVEST CORNER OF SUMMIT c � � ./G�G4.N,�ir4 �GY/NOTYCD. /558-.3G AVENUE AND EAST AVENUE . C/TG'UCA ELEV. 1507.007 �' C. 1= , I`�.d.T!G 2'XCcI �C r¢�.Ij_ �> -� 111r j�; �_ _ �'�,i /-: IIS _ j' 4 �oMpac_T�� �u�►e.da� 0 - Si=t= �N t=>=T 2 ' 1•�I[ UNTING +�R.�GK�T .I I. ��/EM2Y TI-JII�►>- P,iG r'obT�lt� -.- x O - _ _ _ _ G - �>=1=1=12 �/�I G�{�i.NG,E'S of r�IQE GT�� .a.2� ��'T� : 1� 2 ■ � � sem" <o �c6 CbNGI�I="r-� ►��t�(.-�ilp-�F� 'T� � FILL�t� C� IIC IQ E TE171-- -e-C--AF' I � L7 G241. 1 T� t.C�' ALL- PTg = t ��MP�G -am r.�►-1.►LL - -_ - j(O CMP R/5£R 1 /2V RAo , ■ v qOIn( ' 6 N.4LL rs�eve P� ' _ - _._ • ;.�. T�Do d/�5/DE V I tee=►SIG<= .��/i4113�_E FROM CaIJ t1 TR`/ �"� �• - I � b2=G bM P4�1=fes GrQ�N 1 T-�- Tr .d.l l- 1IN 15N c .dr LL 4,"x6- ° c_a�►2><T i= 1=�b - - -- -- - -- --- T- - dI - ,y/,�, %N✓ HILI I"Lim t. /�le - :• •r •' : .' �� ! � T •o• o f Glc. �C�TIr.1G� � Y ��, � �/ �' L o 4 •. - 1. >c�tJC tsY c'�1NT1eY -ST�Tr FENG>� II'� I I IiIII IVIII I IIII I II IIIIIi��ll) 47KF� " f ■ \,_ (I�I I i I� IIi ' DRAIN PIPE ,�` RISER DETAIL 12to ►.! TLI�1.1 C=.� PRIS-7 Q-A �Z,, III IIIf I N.T. SI I I I I I IIII 3 1 / 3 g . �LI>= �2-«13 (�la)c�i -227m � �Q� ' Q P v c C� Av A4A4LIN/T Y TRA/C. FENCE' b -7-6'r til -A N -i Pi V I'o ►��Q 1LL TRACT 2 -N T_. --- K f o W� 1 p lc ? Ole coo VJ 1 EKI3ti. ALMO►1O AVE VW • 1L�7 -2, fes" 1 ULTIMATE S B.C.F.C.O. t� f4: TRA/L A _ TY /3•i « 3 i '- -� COMMlJNl12 ate/ / 1 7- T� T� WARL)MAIV Bt/LLoc,< `" ROA o �� 1 Q I Co"e r)cZUCT/Om NOTES - O -C-,-W57"RvC T 3' C,:WC P� 567A/L C/2 f . // CONST. 4LIWWAI 'P/PE /C/�4'ER ~� / U iP C.P �; SEE f'2•tit/ �r ZW/N L/NE PE�Crr'� Neje y� �, ,SFlol/ r 3 3 3 Qrorr � �Q�Ct+s .4f I ULTIMATE S.b.C.FG.O. TI' / 'Y�_• ___-- _- N, !,3 I /4 I f5 I /G ( /7 ` /d I 34 I r36 I 37�l �f � 40 ¢l I 4? I 4,3 I rte¢ I �f5 ( 4G 20 © . oMMUNIINEs� s8>> ca I N '� ;r,"e 7- >3� -2 C� TRAIL PJ0.T�C)L RGA 141743 ©6' N r.,41 SAN SEVA I N F- © INV , 24 J� RM I Ur?A/ FENiCEINK �a4SINs ; ^ ' /00 .9CfS Q • 0 ► , V = /�. fYs 5 .10�(C�e 's' I I 4/Oo a [o.90 cf5 O Tc = 527 m;n. '4 FENCE f G xG CD/t/C. OW,f'TiC/P. -3140, EiRATE 1"SE7O - w I 7N1-ET„� F--AP GATE MR � - 1474.35 13G°GMP RISER NENAN Ro-FF24 - _ _ T6 r-L HYD ` SEE ILL. E►C LC) Y 11l!!A� L J 24 Sfl PIPE 1475.8'3 (5EE CSE 1L =/ 6J-OW` 15'• ___ 42 'RES AOR PRD I LE)4 15, x 15' RIF'RAP 0+00 0+50 I+00 3 PER escr-c 5a 9TD• 183 . - DETAIL \ 5N,,O of Tif /.5.56G-/ X E TION I RIP RA P PER 47 _ L1 TBPA/L FE�t/cE� '��'-`�,` S C rl '.�4" �'r c�f�M ��AI N F� i�"`I L.� 3 s.B.c.�-c. o. s r� 193A L E 6 END� L.4.VOsc.4PE - 3 /M/'�OrEMEit/T9 `<. -.N. I. . =. _ � , ..� - _••� iCEI//SE FEn/CE�400 6,ER/0,ft7l 2 ., Of -- - - - - -- - SUA •AREA �_� 0 Tc/RN-.4.PGYJ/VO- 9.3 �/f ." /`/LL OI�E c . Aa0L �ii�E GPo��vo Peo. E. �E t//SE G•lAD/its Of .776 C'.�CO iPOA,O. 9/%�O R ._ _, f/CL Olif.P A'/PE 2Q V t rWl.,4T�0 F DM RFS R C'ONC f/EAOft,'4LG E � A Fel f STD. 20/. EX/ST. �� GAS/N3 .45 f�CRF�16E (� REVISE 'rRA1L C RADES �O G 7"' 1Z `� Z ► E' GROU/VO P. r %P,�c'r�v ar - --------- N G-�A AV t- R. f I�r r / D D. NG. —\J -N4r Uri-/)- ,. O LOT NLIMBE�P PER F/NAL DESCRIPTION OF REVISION DATE TRA C T MA P /3 56 LI, - / D C�L�'�t" !'(/ALL -rCAI `' CH,4//V 41AI& / MAsorrRv _ 3Q r CyAi�/rl/�G 3 O LOT N[I MBER PER Fin/AL CITY� Y O RANCHO C 1` „ l�. . FENCE GATE - - " �` .X VVA�L LURE Z RA/G PVC. / NCE 1 TRAC. T MAP /35�� Z furucs GXG Dr1/C. H/STi��? I I Q'1 MMOKITY `tTRAi ULT-513 C F -�- ?/ \� SOIL COVER OVER PIPE J COMMUNITY TRAIL PLAN I t G U. f \ '� � GY : ,�/ 1� TE/17i� 2°h 4r, VAR S.B.0 F.C.D. /v r.s. Q 3 /CA56G-/ Cff•41NC//V�t' 20' TYP) - F0� f ,Qoalvo4/PY FENCE /15/f �. _� ,� TRACT 13566 - 1 ODEC � NG OUTFALL DETAIL -7PERSPECTIVE K `"` _. ___ 1AI Pf-k LPO�'� GRANITE /1/.77,5. 2 �Dt EJJiU UP p � LOT '� AND DE Az�ecr��e punt 3 �Q < ® 2% MIN. 8 HIGH �P N4\ . 5:1 wx 2/° s.e-c.F.c C.F.C.V. REVISION Q2 & NIGHER PREPARED Q� tyh J. A4<- F ! APPROVED BY. DATE.. - UNDER THE SUPERVISION OF �. yc� - �` ' <! �`�` �` ,�' X -- — ' .. z;C•';•. : x � 5 CONCRETE, CHAINLIN�G � _ , . (JCITY ENf NEER �' RCE- NO 71 f GVTTER FENCE / /(/ DESION �' tsar•x •+c �, .. s.,�e gar REC0Mk'FNDf U Toti',4.4t0� �arTER 1 No: 36052 '� 'V �'�, '` > .. . .,.�oN,*- P- ` °r �' L 171.J Iw fs .m �� q 13'9 Exp. 6-30-g2 llla 34341401: a FMM � /1-14X. - TURNAROUND /2 3/-9! DRAWN � y �" � SHE E 1 TEMPORARY SERVICE VEHICLE L RAYMOND J. ALLARD DATE Q� M ,a• 3 s'l C�v I � - :t S 4 C1.- ! f.�.�e... Or Q TYPICAL COMMUNITY TRAIL G �bosZ _t. NTS 3 ! R.C.E. EXP. rF OF CA+`�F ' �' Cat��� % c►+Ec1cEc� � �J � A.CE. no �7 DRAWING DATE __t._..I1c',t FIL► MO 4. I All structural design and other structural " information on this drawing is for use on _ this specific project and shall not be copied v f or duplicated for use on any project,other nor shall the information be revised, deleted • L or modified in any way without out written permission 212: '1'ye. from Robert Lawson Structural Engineers. -- ' ISN I I`iC� 1�� D � C� �Y�TIo� ti I°fPBT r'1oVD�I'1C� GC7� (G� G = NF1 * FK/ I d --- - ' 1 Go971 �� � � .- - � 15 Z p"Or.- PAST r:rc PlmAL-, = re7r-i*?.�(22 4,) V�11 i I a 1� i tel. p-E N Pru DC-51 t'1 r';►4 -?i5 44 -7 . i 13 FFLEc�T rlcws r,&, GDS Phopwc-r #' 22.A x ATE� r'1 1 G I 1 U A � _ ?J 1 v I r Aja- = "1"�P1 �uC1-NFt. 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Low., .��c -^--5 rl I rl 17 0r4, NOTE: , r F5 (po2� 102 --tob�'S •P�FX �'RE��6?'Go���-r� �Ir� ,4N D CAF; -rp STR-I�TU!�E W('1'Fi �,+t.P'U�-E DEs�►v� $r"oa�, �r-� �S�E �T'�►I l- D T�t-I S �ti c I Y� '�t� � D oe- �cbw�.� AT IV'o�. , M I N. TW0(2) POWEI.s ISR PP-ecA�- �l<o you4r �o�E�rSo n �.�v, - G I I.I NG '^1 ��, 1,05 A r�E-SES n c� , oo' L MEM ; Gid t-LS I N I-tK�t S NC biz olI r-ALL � M1P�t 4 U r-Pc1'Ufz� (2 I t) tiro,-A 2.0 V -- • MITER ALL PRECAST CONCRETE MOLDING CORNERS -_ _ ____ _ L= 'G I 'E U r ENTRY PORTAL - SECTION A A ENTRY PORTAL FRONT ELEVATION B 11 -o dp D�jPtlli a -O o' -gypRKY Co l'�' . `�y "T}t�s seal w �l s�9rrr}urt ind�ca�cs � SET � _ � I A1) �II �j, Tyr ELEv�TION P - I _/II h'6AS�nRY ta• tet, - T ;" �1 ��t� pN SCq �� G(J C - 4rUduo-AI In-fort'hgJ,a'1 65mig4led Irl 0 ' T�P i T�P, "Y T`! , 5EGTIl� A � r~��T" � � �E✓ �`� Fl,p.rts �,a- ► � I � WI-+E=-� T�}�5 �''✓iTC--� � s °� �� do-�a,l O. � ,��'• _�. THIS , _ r AV �' � --- - _ __•_• O F �?�-T',Q 1. ! O I►J Cy I I ( O�/L=P-?-{P`r�c7 O- '_of `i;• "tF�s cl�l;es 1-I��s she,¢ ort I s i n a r e r- qVP� A.1-� 4WP---"-�J f �l Date GOLur-i rl �Ir-tT (-rY , m - I i —N � . 55x aNsloN Jo1NT - _ -- - -- — DESCRIPTION OF REVISION �ATE CITY _t - AMIF'N[D _ 1 Jol NT v - _ _ _ CITY OF RANCHO CU C 4 ONGA �-- f''r+�H s 54SF WX-� 12"AWAY � wAL-t, -r�+A-r �JOlKJs A R15a1� - I CONSTRUCTION DETAILS FOR- I,aWI/tel _H N TRACT 13566 - 1 X. E L L-;' �ooT f ILL 1� �4?'PIQI APPROVED BY DATE: 3 %. 9 • _ ; CITY ENGINEER RC.0 NO. Z Z' 7- MAsv DESIGN S I G N DETAIL.. ire 1 *9BEET ,15- Land/Plan/Design Group o4A k '51 ,a 14 H, ) WAt.,t., IZ'' AWAY fl?OM At4y k4AL-� �R a w N , } Planning - Urban Design • Landscape Architecture SHE E T rr w..no!C.+rr D6.v.sw?oo,F4.."I&sr*.CA 4zetK V .J N IV I � I^ ' Of ENTRY ,ECKE: tV4�, �I �' V /`T� I PORTAL PLAN VIEW "A" C ENTRY PORTAL PLANOD _ RCE DRAWING NO VIEW B � s ATE - FIDE 1+C - _ ate--• Q spr �ET PJO. � F F/ I Q�f•.ESS(p`�A 15- t 2``: A I All structural design and othe structural �� I�-�i" ?� . ` k• S ' ' this sca w k s;9►,a{urt indica cs information on this drawing is for use on W S;61:; .� a4 C",� -� this specific project and shal not be copied � o ,1343 s' II i or duplicated for use on any her project, 6�p PLo^ri 0 rUr1U/q In�or,hA�io✓ In 1! f I �� nor shall the information be r vised, deleted �/I _ - . 0 �,010) � or modified in any way without Bitten permission p�T�IL G from Robert Lawson Structural ineers. 2 �C 4'' ET �• 4TE of AL\0 11✓1►s a�lcs �v�hs skce ortlu - Tyr N r •T~(r ------------------ Z SECTION10 171 a - _ 2.- � 'TDP 4 veA� � _ N00 = oo Pl-EGAST = ' o =�, - ENTRY PORTAL REAR ELEVATION PLAN "A' Cb _ Its'-Zz 1 10 xe x CMU VII X8 X I+d G MIDI = owcv- GDwmM j _' LGLIGOLD-1 E� , ►h 00 01 ( t I-I - r_ (fva - G, r . �Z 0. -co - T \ _ _ I i . • Vxev I V GriLJ �Ilx�iX I� $4-�I'c y.l�►I-I. _ _ _ j I I R - — r— �J/gf2�C K YEN��� T-- a (o"x e7'ScR- ` 51� F'n's `DE -r - AL f FIM N a a . o . CohGT� -�" �'-� I� ,N E—F ` t; ��1 " . T � - �#Ci 0 W - I . o� �o n � - r� _ I — - - P—Avrt"T- i I L-7s' i 1'-3 1 '_�' :z'_6'• I - d PORTAL COLUMN SECTION C ENTRY PORTAL SECTION D ENTRY PORTAL SIDE ELEVATION �� �� ENTRY PORTAL E . REAR ELEVATION PLAN B amt'•tie_ ...a 3 6 1 0 - D NS OuL?vIp 6-& ' T ps �d FOR *2 Tool 8'-0" _oN oa :on o.I 0 LA Cq 3 14 3 _ / +I 8 �, s 4 � � � �T rry ��., - p ,, � oR 1'48 To�9 = � : ��,.s El,�t, Top, G� T dM p% I� fop � o . . Plat I v; 10 oil - p• � FOR 12 T0�1 s� Date ° c. ofe 0 D -oRe19 0 0 W� � WADI. -a p' 10d F°R 1 _N K.o�o JOIAT 1 . I�4' 07 z 6 '°--"----- - FRONT ELEVATION DESCRIPTION OF REVISION o"Tc A";� OR IIoRJZ. ��F 44 3.0_ I " MAS F 3° SQ °"RY ' CITY OF RANCHO CUCAMONG ► g GEN'(✓IQ � 011.'1' _._-_ ,- I. t�41c>t ;)olrijs kT IF'�E�.v/� � = =— G :��,o� %/10 ti CONSTRUCTION DETAILS 2. NomZ. 4�r41~. � Tod' t- evi'I'Or'I ' � � � ' FOR w14as 4� � �T' TRACT 13566 - 1 �� �sEs✓ DET�I 1. Z St't'�E'r 13 , . c. Jol►�t, FDK G4N UGTIoN INFjF. ��K�1 I.L � ���M �l I C�✓ APPROVED BY DATE: . \ J CITY ENGINEER RC.E N0.2 L 3 J \ OE SIGN REC0W4tNOf0 - - -- - Land/Plan/Desigtn Group o4,t r, PLAN VIEW DRAWN ✓ Planning - urban Design • LandscapeArchiceccure \log X10. 074, 1 or REINFORCEMENT DOWELS O EXPANSION JOINT DETAIL (H) REINFORCEMT. BENDS/LAPS I ENTRY WALL (J) KECKE � pRarrirc6 KCi—` tE Mo /3 DATE - FILE NO