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HomeMy WebLinkAbout1251-L e Y Y Y r w fi h, a a c 5 t " 6 1• v r , s I ',. r I , I 't. : 1 ,A,. , uA" ,, u.ErF '.�'!.• Y' :. ,n"W, N,' ..# 9, 1 3 i h t 1 I r S p y 1 d 2 v n). t , r a 'u, A� ! 1 'P:x a•�+ .;,w•I, rk ,���vi,,���I II � .,..xy aha, I FII` . 5 0 4 ry `1 t } ^t�'d'�'pYt�",•�,, 11 a f A4Y! �R"f � � i r r✓ � f�l,'ryP Ill�l��,i r �7.wt 17 �f�, � G CITY MAINTAINED AREAS r m` LANDSCAPE SHEET INDEX � I '1 MAINTENANCE DISTRICT # _ ' •i COVER SHEET 1 q SHEETS 1,6,9, IRRIGATION PLAN - KENYON 2 IRRIGATION PLAN - VICZ. PARK LN. 3 SHEETS 3,8,11, IRRIGATION PLAN - MILLIKEN 4 IRRIGATION DETAILS 5 ( T KENYON TREE & GROUNDCOVER PLAN - 6 TREE & GROUNDCOVER PLAN - VICTPARK LN7 SHEETS 2,7,10, � � --� f -, . . 4 i TREE & GROUNDCOVER PLAN - MILLIKEN SW'..; 4Y" '.�]';,Elsl SAu{',*i .�'' r • `Nal V NORTH SHRUB PLANTING PLAN - KENYON 9 RUB PLANTING PLAN - V GROVES VII TR T 13722 SH ICT. PARK LN. 10 w u* SHRUB PLANTING PLAN - MILLIKEN 11 , LANDSCAPE MAINTENANCE DISTRICT # Z P.M. 10 185 w a PRO.�ECT ,b PLANTING DETAILS & SPECIFICATIONS 12 r ABBREVIATIONS IRRIGATION SPECIFICATIONS 13 o Q IRRIGATION SPECIFICATIONS 14 W �Q H9hlsnd Ave. • As fi• „- A.S. ANCHOR ROIs PACIFIC AJ.S. ACRYLONITRILE BUTADIENE STYREME PIPE INv. • INVMT ELEFATIM Blk"IfM Rd. A.C. ASPHALTIC COHCSKE J.B. JUNCTION DOE A.C.I. ASBESTOS CEMENT L. LENGTH OF ADC ALT. ALTERNATE L.A. LANDSCAPE ARCHITECT I r, ALIN1. � ALUMINUM L.F LINEAR ,1 Foothll Blvd. APPS. APPROXIMATE r L T. 'N LEFT atI R.C. BEGINNING GI Cm” NAE. WXINUH BOTTOM OF CMRB MPO. MANUFACTURES < > < R.C.R. BEGINNING Or CEM arrow MND WN v a UNIX" "2m C c SLOG. BUILDING MIN. MINIMUM a B.B. BOTTOM OF MEM t Y m N. NORTH rA , C., Come CONDUIT N.I.C. NOT IN CONTRACT , S ¢ W C.S. CATCH BASIN no.. N NVIAIE .+1 O C.P. CURD FACS > O.C. on CENTER (� �y W C.J. CONTROL JOINS S,' p O.D. OUTBID! DIAMETER ti C.16. • CENTER LINE P.A. PLANTING AREA C.M.E. CONCRETE MASONRY UNIT P.C.C. PORTLAND CEMENT CONCRETF ; . BERNAR'DINO FREEWAY 1- 10 C.O. CLEAN OUT P.C.C. POINT Or CONIOUND CURVE CONE. CdfCRE1! P.R.C. POINT Or REVERSE CURVE coINT.• caNTINuoE/ PL. t L PROPERTY LINE CBS. CWNTERiIMR P.s.I. POUNDS PER soBARE INCH ,., CU. CUBIC P.V.C. POLYVINYL CMI.ORIAE � P " DET. DETAIL RADIUS '" D.F. PRINKING PODNTAIU a• R.C.V. R.910RO '1'E CONTI. YALYE DIA. O DIAMETER RO. REFER t• e�M, NORTH DS. DOWHSAOU! REDS e EA. EACH SQUIRED RrD• REDWOOD i. SEWER EMD OF C11RWE S. SOUTH P I.C.R. END Or CURB RETIIM SCE. SCHEDULE o. B.G. SUB-GRADE ELEVATION ,:. tE.J. EXPANSION JOINT SIR. SMELT ELEY. AN P VICINITY MAP E.W. EACH VAT a.F. BARE . � s EE. EXIST. EXISTING SPECS. saaclFlcATIar6 F.F.E. rIMIBN Fi.00R ELEYATIGB SARE T.G. FINISH GRADE ST. STTRREET y' PLAN CHECK SUBMITTALS FLOW LINT F.S. FINISH am#" T. TAWGUrSURFACE POOR EIBM SUBMITTED DEPARTMENT RETURNED APPROVED FEET, Fool T... TOP Of clra T'IC. FoatlNn T.C./. ;oP OF CATcx EAiiN � CITY MAINTAINED AREA$ . �! GA. GAIIGt T,p, TOP OF 700T:ND QALY. GALVANIC �.G. TqP OF ATE (Ise G.L.B. GLUOL 3�AYINA'rO _� � 'TONGUE AND GROOVE TOTAL ACRES IN R.O.N. 2.01 ACRES T.P. TOP OF PAVING. ; O.P.Y. GALLEINS PER MINUTEJ� T.s. TOP Or STEP ✓ TOTAL SQ.FT. IN CITY MAINTAINED AREA 1368 285 SQ.". Got. GRADING T.W. TEM Or WALL ; n t4UM. GROUND TYP. TYPICALY. 1q TOTAL ACRES IN CITY MAINTAINED AREA 3.12 ACRES n.,Ilr. HEIGHT v. VOLTAGE TOTAL 15 GAL. TREES 289 EACHo n. ncAosR VERT. VERTICAs �� IIORIE. HORIZONTAL W, rITN rl TOTAL 24" BOX TREES 117 EACH• H•I. HIGHPOINT W. WEST DESCRIPTION OF REVISION DATE APPROV I.D. INSIDE DIABETES W.P. WATER PROOrI110 ' 6,311 EACH TOTAL 5 GAL. SHRUBS _ TOTAL GROUNDCOVER SQ.FT. 108,691 SQ.FT. CITY OF RANCHO CUCAMONGA ' TOTAL TURF'.SQ.FT. 28 509 SQ.FT. TRACT 13722 GROVES VII M, STREETSCAPE LAND5CAPE MlAlNTt,:NANCF., D15TR ICT N)42 COVER SHEET APPROVED BY DATE CITY ENGaINEER R.C.E. NO. 22397 DESIGN RECOMMENDED R.J.M. DESIGN GROUP, INC.. ��AVI p y ruHNw Aw LA�cArs ARCNRBCTvs � mHwwa��.iarrEss,I��►nnw - DRAWN 240-6600-4 :10F THE WILLIAM N COMPANY . ' TRACT # 13722 S'�-"� PARCEL MAP 10185 C . 8540 ARCHIBAM SUITE B RANCHO CL)CAWNGA ,; CALIFORNIA 91730 (714) 980-2244 CHECKED DRAWING f9O. J.S. 0AT I Z 5 l > • � 1 AUTOMATIC CONTROLLER " N MATCHLINE SEE SHEET 32 STATIONS I 1 Yti i .� INDEPENDENT 115V/WCYM AMP ELECTRIC CIRCUIT T� 1 11 N I ' , y I 48 BE PROVIDED BY n_EVELOPER - y� 66 ?OC EXACT LOCATION TO BE DETERMINED IN THE FIELQ �4r 1E '/ 1 88 � 91 Po e- 103 �' � 106 1 `� w r 1 �' ,►... yti 1 y+ ELECT. SERVICE TO ELECT. METER M Jar ,••, 1 In TO BE PROVIDED BY DEVELOPER NOTE: VALVES N I5 8 NYS ARE /� -``'-- on-Mo. mz � 1< `+ � y,, TYP. SET VALVES ON OMITTED 4 7 I� � � SLOPE SIDE OF WALL W I� 67OTE; SEE WATER IMPROVEMEN 87 1 0 2 '� 1 0 7 PLANS FOR EXACT WATER METER �• •...� `_ n ' y� 92 � K •� LOCATION . Q n I y t Z a ti 1. 68 0 r P 101 lya I 86 y 108 , 93 n + ��' n +4 5 + `►.� 69 o o �' f° 85 1 0 11 109 � M � r ►I 94 A 1 • � I n :� __ M �••,� � � Poi LU ,�„_ nuaft ccl T 70 V O a 44 _• 11 yti Q d _r � Z ^ 9 �11 1 10 � • . " �' -�„ II 8 4 � O y ytif 'w ' :• ytil l . , , 95 Pay �? L _ 11 I • / r _"�� PROVIDE JCOMMON I CONTROL WIRE FROM CONTROLLER """" ••,•,,, N I7 ~�_• R USE:WIRES ARE TO BE IN q W I _ """� •••..., _•'"`" TO THIS POINT.FOR FUTURE U STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS y" yy �� _+� I �J y' ""'� Lu n r POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE ti ���' �� U N I - 43 25 / 83 N10 y� 1 1 1 �aT p � �.,, / I r'y � 96 �II -w N 13 9 8 y,1 >_ I" SCI 11 �„_ _ ti (� , � �4v tl ' `,► N I I P°C , Y�" ti� y p r Z 2�r 1 1 ryl�i ® ' rf'! d 72 / �.,. _x ,11 2 ' V - 1 y� ►" �°Ilk; Or- i" �� _~ � �'q'' .!'c' ' � �� k` x� ® �" ' ' LLI Ito �� 8 2 , r' u Y.c" � � All j'� ��� y4►� N 12 ® y SIM • r 1 _ � r 73 y� 97 rS �� yArr � n • ,14 W� n a �' / 1' �' • I If N 8 , ` Y r - � L j 01 ui `` ® , 74 Po yti. ' , , , , r ', W C N I �' 1• t^ ' . , � '' �` - 1 17 1 18 1 19 � y�r ,1 ® r N - 1 16 W 115 N22 ,LII 0 z1 It 2 114 s3 N 21 IU 1 _ I' y, Q m pLp, C T ` 1 13 Ava hi NI - �,� y �" , , VANDERB� �;► � .� M �,, ��� �► 211 2 / 211 , 1 ® '7i •�/�� rims ft. 4NOMEMM 112 1 0 •..,fir ,Q. .,�, '• rr !0�' ' a n 1.4 � r - " -- ., M r�,nnn ,���•�ri•�•�.r.�a�a�•1■�.�.�.�.�.�r fpr eggs 75 N 2 lit goo Owego 'WAT r��y/�DED O 2j1 r I \ �G� " ': s�/• • :7I[ OF �`1�N orry 79 J 11 �'m •"""' 7 8 „ ` a 2 �, .tea' DESCRIPTION OF REVISION DATE APPROV, 1 � J �r � 1'�i n �ti , •I a " a�A. 6 N 4 7 7 N Yti� ti — 2" CITY OF RANCHO CUCAMONGA Z 76 I 'I lytic 2° n1 �° �� •,,•� ��' : ' ; . . • . • . J � _ I TRACT 13722 ;. ® p 2n y" d Po.c.To Iv211 �•� r ,.r ---- ,----- GROVES VII �- METER Z" " 1 1 r vl Eo • �. • STREETSCAPE L r r 1 , A y 11 .(, ••:::>r ::.:.. - L111 1 3 — :.:.::..:. • I . — 1 1 IRRIGATION PLAN Y N ■I 1/2 Xf-L ��� � IRRIGA O —KENYON* Cw I ► 1 ♦ ?::Y:-iii: :•.;• };::.:%::'? r ,�1 RE .:: ; -;;i:.. DATE 3 1 V E T s a .. is :::::: :::�: .s- AS :<::•: ::.::;:.;ii APPROVED dY F qtr »::: -�.;::.;... - 22397 A I w :,,i CITY ENGINEER R.C.E. NO. EXIT »<:::�::>:::>:;»>i:... C G NEER R _ LNG SYSTEMS �:�: M I,IL .�:.: Yii - N7 N T � -- fiECOMMENDED KNE... W DESIGN M ell s _ - I _ ( WA.I.C. I N GROUP INC. — I TYP. EXIST. SYSTEM TO REMAIN I ::.:>i>,:°'` DES G T N ::::::::::::. 1 . :';k:::ii:S:::. .:::>:,>r:5iii�i::;. •:i:if°i:i=iii:iii;%isisi;:'r::i�:;;:':::::::::....... .;a '� rLANNINGAND LANDBCARARCHfI'LCrURE '. I 1 5 ' i``�ci:i:i:iiri2::;.::::;:.:;>:»s.>;;:.;::. . �, YM LAS�MIKAS,SLIME 29.MINION VIM,CA.17N1 30 :.:::i::.:: 6 OPERATIO :: :<::>: :::::: .. >;,. •• ,�,--- N N w}> <::.;;*:;.;;:.i;i;;;;:;::.: Y DRAWN - -4 S ET 1 RT �`��` REFER TO SHEET NO.9 OF VICTORIA . > ego ssoo FI M A.I.C. PARCEL MAP 10185 OF GROVES STREETSCAPE PLAN, 2O TYP. EXIST. SYSTEM TO BE REMOVED KEY MAP CITY MAINTAINED AREAS ° CHECKED DRAWING NO. HYDRAULIC GRADIENT — 16483� TYP. EXIST.SYSTEM TO BE MODIFIED _ __ A.I.C. A 1251-L SCALE 1"=30'-0" TO CONFIRM 'TO NEW HARDSCAPE �\' LANDSCAPE CONFIGURATION PROVIDE LCOMMON CONTROL WIRE FROM CONTROLLER N -d. TO THIS POINT. FOR FUTURE USE:WIRES ARE TO BE IN- EE SHEET Iwaseva — W' _ STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS �� 1`MA-�CHL NE S POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. t `„ II w --� _ GENERAL LEGEND cn N27 22 r LU M 111 I 7 � _ 1 1 Mill I U �, SYMBOLS DESCRIPTIONS MANUFACTURER do PART NO. REFERENCE Y� 1 y2M - P.O.C. POINT OF CONNECTION SPECIFICATION Z al I a 2 4 d ® 11 I •««•••»•»«»«••••••••• EXISTING PRESSURE SUPPLY LINES :112,y 2 0 y,� r ^� •—� •�••• PRESSURE SUPPLY LINES i SIZE (4-1/2" i LGR) CLASS 316 PVC SPECIFICATION = 38 N26 a 22 21 3 PRESSURE SUPPLY LINES i SIZE (r i SMLR) SCHEDULE 0 PVC SPECIFICATION �� ` •� 112 NON-PRESSURE LINES i SIZE CLASS 300 PVC SPECIFICATION �— — — — • -•—� PRESSURE RE(iULATO ET AT 75 P.S.I. rti>f '� 2 M Z M12 /� CONTROLLER SEQUENCE 1u - GALLONS PER MINUTE / ly fl 112 I REMOTE CONTROL VALVE SIZE ® ELECTRICAL PEDESTAL MYERS MEUG-1 DETAIL NO. 1 39 Po GA ESTO ! �" AUTOMATIC CONTROLLERS RAIN BIRD ISC-33-LPP-K DETAIL NO. 1 n r N }� QoL LACELamon-smamumr II„ O REMOTE CONTROL VALVES RAIN BIRD EP SERIES DETAIL NO. Z s �� ' '•""" •••..� I�NMoft ( II/2" WATER METER PROVIDED BY DEVELOPER �u n r( REMOTE CONTROL VALVES RAIN BIRD EFA-CP-PRS SERIES DETAIL NO. ! mC — — ® 0 ` � OUICK COUPLERS ( 150ON CENTER) RAIN BIRD 33 DL RC _ DETAIL NO.M BACKFLOW PREVENTION ASSEMBLY (B.P.-AL). WILKINS $75 DETAIL NO. 4 40 ?dc 1 X11. � .{v � - �} HOSE 81885 CHAMPION 8-401 DETAIL NO. 3 - q GATE VALVES (LOM SIZE) HAMMOND 18631 DETAIL NO. 5 I ; �...�,�„� 1 - •E_ �� 0 MOISTURE SENSOR HYDROMASTER DETAIL NO. 111 14 1 "y _ __ MANUAL CONTROL VALVES CHAMPION 300-075 DETAIL NO. 6 ' �n I M 13 _ • +i� I NGv 24 �'- ANTI-SYPHON MANUAL CONTROL VALVES CHAMPION 466-075 DETAIL N0. 6 16 41 Q� I 19 NEW WATER METER (PFtNAf E LOTS 40 PVC SPECIFICATION I I ROAD CROSSING SLEEVES SCHEDULE L__ Ih 18 - •..... ° d mammon ..... N18 1 _ _ M N 19 I�,� • � G ti '9 ti rll ll��i � c 4 2 , 1 I Ikerr '' ' Poc _ SPRINKLER HEAD LEGEND M14 • 1 12 _ SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. RAD. MAX.SP PSI REFERENCE 10 9 _ Q `/ X o. 1/4, 112 i F CIR FLT SMB MDS RAM BIRD 1806/1'M-N w/1lNfREX RSR .4,.i,1.S 7' 7' 2 0 DETAIL NO. 14 M 15 Y� - 2 (SAM SERIES) 8 FLT SERIF .. 11 S R ''�. F v / 1/4, 1/3 i F CIR SHRUB HDS RAIN BIRD (SAM SPA-n w/I 12 SERIES RISER .5,1.0,3.0 11' 12, 20 DETAIL NO. 14 V ( ► - t q N� 2 •.��� `', — — 1/4, 1/3 i F CIR SHRUB HDS RAIN BIRD 1806/PA-SSw/I>Z"fLEX RISER .1,1.5,3.0 13' 1 f' 20 DETAIL No. K 0' e1 3 V (SAM SERIES) 15 SERIES /`1`• 1 w w 1/4, 1/3 i F CIR SHRUB NDS RAIN BIRD 1SO6/PA-8Sw/WFLEXRISER .7,1.3,3.6 14' 16' 30 DETAIL NO.14 (SAM SERIES) M SERIES N II - 1/4, 1/3 i F CIR SHRUB HDS RAMI BIRD 180i/PN-SS vVteFL.EX RwER .75,1.5,3.0 18' 20' 20 DETAIL NO.14 WT �- - l 2Q � � �� a._. � � (SAM SERIES) 32 SERIES L1j Lu Iq 3� r ® 1/4f 112 CIR FLT LAWN HDS RAM BIRD 1806 - 68 FLT SAM SERIES .4,.6 7' 7' 30 DETAIL NO. 10 co 21 N23 ' ° � _ �n 1 (Do O 1/4, 1/3 i F CIR LAWN HDS RAIN BIRD 1806 - 613 SAM SERIES .5,1.0 3.0 11' 12, 20 DETAIL NO. 10 W ,I . — '� Lu (yti I �� �/� � ••�• � - � o ® 1/4, 1/3 i F CIR LAWN HDS RAIN BIRD 1806- BIS SAN SERIES .1,1.5,3.0 13' 1f' 30 DETAIL NO. 10 M `n r / — yet yti� © .: 2-X1' DENOTES DEGREE OF ARC 1 19 z 1 2 0 y� 1 * ` ' ', FDENOTESS SHRUB HEAD WITHOUT RAIN BIRD '1812 BODY bmR. NQ RISER `J PROVIDE LCOMMON.LCONTROL WIRE FROM CONTROLLER Q wry • TO THIS POINT.FOR FUTURE USE:WIRES ARE TO BE IN- + y }. r; 1 LOCATED AT THIS OC T y / STALLED IN VALVE BOX. IF ONE IS NOLA 34 � � 1 11 2 POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. 'a _ c w F (ol M 16 X r 1 z 4 I _ nool „ 5 6 ® I cc HYDRAULIC GRADIENT — 1648 sea� I 211 '•rar•'�'• . . �� ,Li 1�,1� PROVIDE 1.COMMON I CONTROL WIRE FROM CONTROLLER — • • �0� "-- •1 - TO THIS POINT.FOR FUTURE USE:WIRES ARE TO BE IN -��� STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS FA IR Mp - �1/A Y R • n POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. p ."'•�►..,;,.' Ifs, i J� X11 ya !G„ 4*0 0 • • _ '" 1 ' ' �y�►I , �Gf 'J'� - DESCRIPT12N OF REVISION DATE APPROV • _ ARON > CITY OF RANCHO CUCAMONGA _ TRACT 13722 GROVES V11 `-► ---- . r� -- i �, _ • • • I . —•--— .— • STREETSCAPE EXISTING SYSTEMS NOTES: TH r Cn I TYP. EXIST. SYSTEM TO REMAIN IN GENERAL NOTES 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT - IRRIGATION PLAN-IMT. PARK LANE 0 OLOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING OPERATION 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. f ' ' ~ APPROVED BY DATE TY P. EXIST. SYSTEM TO BE REMOVED SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT .: ' :zY.':7> <jYK:,,; ;yT CITY ENGINEER R.C.E. NO. 2397 t O 7 ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. SCALE 1 =30'-Or _ - r �r RECOMMENDED 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACC ONCE • "" DESIGN M NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. - •. _ ___ 'r '' %t A.I.C. DESIGN GROUP INC. AF O TYP. EXIST. SYSTEM TO BE MODIFIED WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. __ RM TO NEW HARDSCAPE / 0f 15� 3d' '� ,� f i '• , nwNnorc N+o unnsc,v��.curscru.� j TO CONFORM , NO. 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND - - <« �"""S""'°'''r"'"��—°"''r�°.`"•""' DESIGNATION SEE LEGEND ON SHEET _ ` - 3. FOR SYMBOL � - � d • >:::<`��< <''<';>><•••<:.:. . ...., � � RAWN 240 6600-4 Sy�ET LANDSCAPE CONFIGURATION VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE _ - - � - t ^ ;'z<*:: :r>: 3 14, AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD --t r. "`� A.W. PARCEL MAP 10185 .-,....,OF_______ 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT - BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. CHECKED DRAWING NC. TO THE OWNER'S AND CITY INSPECTOR'S ATTENTION BEFORE 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- INSTALLATION. BY FAILING TO DO SO,THE CONTRACTOR MAY BE A•)•C• •� !Z 5 l - L - WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES RESPONSIBLE FOR ANY ADJUSTMENTS REQUIRED. KEY MAP CITY MAINTAINED AREAS REFER TO SHEET 140.1-1 OF ML LKEN "Fal i STREETSCAPE PLAP 1f-- MILLIKEN AVENUE AUTOMATIC CONTROLLE " r MI lq .SERV ICE TO ELEC. METER 32 STATIONS ���1 r••-" M3 Gip 11/2 WATER METER TO BE PRO BY DEVELOPER INDEPENDENT 115W60CYC/Z AMP ELECTRIC pRCUIT Tp » PROVIDED BY PEVELOPER trELEC BE PROVIDED BY DEVELOPER / -- ,�1 eV ,�1 I EXACT LOCATION TO BE DETERMINED W THE FIELD. I VG B.P.A. Oc 2n M I� 14 ���J,-_ ] ,, p �M M +% �- X V- N a A !`► A 34 ' / � n y a � 52 PROVIDE iCOMMON i CONTROL WIRE FROM CONTROLLER , I 2� 164 6 3 6 2 ) 6 1 6 " M • TO THIS POINT.FOR FUTURE USE:WIRES ARE TO BE IN- 1 Y 5 9 5 8 5 7 5 6 5 3 STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS � �, � 55 54 POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. Lu m Lu MIT 51 cu + d + fePa u �C _► ' '{�'' �- _ CAPITOL PLACE Q 5 0 ✓ p Jac" w . y , �y w co-Ir amm� z It LL I IF ti4 Q •. Q MIS -•� �J � �,, . I � Il Z � Z ' i�e •. p, W ;• 65 • M 89 � �',: � 90 O MaeI a 105 '', O �a- M I9 MW 4NEW S �, M21 K a �c 4u Q Ir le ra ra / 1.... ... .uj M22 All J co MATCHLINE SEE SHEET 2 _ M5 4i 2u ISM _ M6 GENERAL NOTES - t� MILLIKENVJJE �M 1 11 L 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY `p �` N ' I� 2n �� . EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS r EXISTING SYSTEMS NOTES. _ _.. —. - „ SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2 / III �� 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCOR NCE .. , , • { •, •�;';•� •• i QTYP. EXIST. SYSTEM TO REMAIN IN WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. ' ® J 1 pill • - OPERATION R 4 y f X V, N 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. x N O TYP. EXIST. SYSTEM TO BE REMOVED 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO VIA1 1 BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. y 3 O3 TYP EXIST. SYSTEM TO BE MODIFIED 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- TO CONFORM TO NEW HARDSCAPE / M4 .1 LANDSCAPE CONFIGURATION WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES • � ,. DETERMINE R T DETE E E D T BE DEFINED IN ORDER O EXACT THAT NEE O N AREAS 3 0 fi. -- LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING 31 LOC 2 9 ..................::::: ` I • -- CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. ...... • - IN AND SPECS.SHALL BE MAINTAINED ON SITE AT SYSTEM DESIGN CRITERIA 7. AS BUILT DRAWINGS �Q SEE WATER M VEMENT PLANS �— FOR EXACT M JR LOCATION. 27b• U %f-- r l ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. `✓ • 'c' 3 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. :_ {_ • ! • • 1 � TYP. 3/4" MANUAL I '� 60 TYP 0 ' f �. • STEM DESIGN IS BASED ON P.$.I.USING d•P•M• 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND r CONTROL VALVE POC TO I TER METER .c` • � Pac PROVIDED BY ELOPER 4n - VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE ` (SEE DETAIL N 11 ABLE OF DELIVERINQ INCH OF WATER WITHIN •• AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD i/ i • + 34 IL -, • P ESSURE DATA WAS 08TAWED FROM CUCAMONGA COUNTY PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT LL tl , J�" Y ER DISTRICT BY CAR FIMBRES TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO I 1 I P� + y u AT LAS DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- '- _J_ - - _ . - - - r - I • - - > p ' ► I _ O 2-19-88 .WHOSE PHONE NUMBER IS (714) 987- 2591 MENTS REQUIRED. • - Cc L._ �. � 1 • C RACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF q DA A VARIES FROM PREVIOUS INFORMATION. CONTRACTOR ISTD NOTIFY LI offu _ yti 1 O ER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN CITY MAINTAINED AREAS UJ _ RACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCtJFL KEY MAP cool BA LT I M ORE COU - _ M HYDRAULIC T — 1648 RT � w • 3 5 ' t I I„ � • C 3 -p G - j-778y 0 •rJ� J f J !+ -• HYDRAtILMC CAL�CULATION8: �- J : - (68RS.1.) (94P$.1.) (74PS.1.1 - -L�- r Yth N O VALVENO. -- DESCRIPTION OF REVISION DAT APPROk I �. SERVICE LINE 50 50 50 focI I _ - cc METER 5_ 80 CITY OF RANCHO CUCAMONGA 36 w 25 � � � M 10.0 10.0 10.0 � N _ � 4r� BACKFLOW UNIT � TRACT 13722 y 2 6 '� y •• MAIN LINE 12• .. io J.�. ••• 4� GROVES VII 27 8 X _ #� _ CONTROL VALVES 3_ 3= " -�' 1 (� 7.0 7.0 7.0 STREETSCAPE w I ,v' LATERAL LINE - ? O MISCELLANEOUS 3_ 0.. 4 5 4— —� " i � IRRIGATION PLAN— MILLIKEN O cc 'o �•-�- , X ELEVATION DIFF. 13.0 3 TI HEAD RESIDUAL 20•O.. �• �- �• APPROVED BY DATE 14411 74.0 7x1.0 79.0 CITY ENGINEER _. R.C.E. N 2397 MA Li TOTAL PRES.REO _. _.r DESIGN RJM RECOMMENDED __ Q HL�N SEE SI-� � T�a►T o w DUE I3.o___ � � � A.Lc, ,. ,,J� ,°Upx�. AZT Sl►sl�a �� EET fj T 0 15 30 60 DRAWN :n.wUMKA& uRX%w npu.__ L � _q S3oF ET •�•r A.I.C. PARCEL MAP 10185 14 CHECKED DRAWING NO. A.I.C. DATE L- SCALE 1'=30'-0" I • ELECTRICAL METER TO BE PROVIDED BY IN"GATION CONTRACTOR STAMP VALVE NUMBER ON TOPcoNc rlitrE pox 1 C.I. COVER WALK,CUM, IZ"MAX NEXT TO WALK OF BOX LID. MARK LOCATION MARKED "IRRIGATION RCv' ETC. 36"MIN. WHEN IN FRONT GATE VALVE BRASS NIPPLE CONTRACTOR IS TO PROVIDE , OF IANGLE POINTING TO DIRECTION T OF BOXES BY ETCHING INTO •clRalslr es eox 890 LID M TOP OF CURB A 4" EQUILATERAL WITH MOUNTING STALLS (TVP s PLACES) + ENCLOSURE MYERS NO. MELIS-1-BASE INSTALL AS RTEST COCK(TVP 2 PLACES) PER MANUFACTURERS RECOMMIEN-• TROF IANGLE BOX. PAINT ETCHED TO SPRINKLER - ANGLE PIPE T• 1 j SPECIFIED DEPTH WI1H IS• Etls gKCED PRESSURE DATION TRIANGLE GREEN. CPREVENTION rtAf ELS • .'.•' SCH 10 PVC MALE ADAPTOR • '.• • . FINISH GRADE ROUND OmmIlEBOX •COVER ELECTRICAL CONDUIT TO sOLJRCE '• 6• SHRUB AREAS PRESSURE REGULATOR-SEE COVER MARKED IRRI GATE 34s` A' TO BE PROVIDED BY DEVELOPER SCH BO PVC UNION DRAWINGS FOR DELIVERY BRASS NIPPLE smog WILL TYPE CONTROL- BRASS NIPPLE « 6" HOSE BIBB-BENT NOSE TYPE PRESSURE SETTINGS. BY "CHRISTIE: �.. ss LAWN LER MOUNTED INSIDE CONCRETE FOOTING-INSTALL 3" 8R/e8S . E14CLOWK MIN. ABOVE FINISH GRADE AND ��, STRAINER 40 • T 2 TO GRAIN I' IN LANK AREAS 'SNAP•TJTE' WATERPROOF CONVECTOR= 1)� HOSE BIBS-HANDLE TYPE MESH MONEL r � it � � � � FINISH GRADE SLOPE CONCRETE A •Xi � 36 SHRUB AREAS 3' IN PLANT REDS ELECTRIC CONTROL VALVE PVC SON.40 1 CONTROL WIRE TO EACH R.C.V. I Q MALE ADAPTOR \ I I I I COMMON WIRE TO ALL FLFINISH FINISH GRADE 1 $�� ELBOW ' I � • I`\ II � J TROL WIRING(AWG LF 14 MM ) i STAINLESS STEEL CLAMP != BRASS NIPPLE( 2 PLACES) Pi TAIL EXPANSION �1N�I •" NANDwHEEI 100P (MIN. 21. 101K) 3A*MASS IN ME GATE VALVE RELIEF BRASS AM[ GLOBE MtK r" LENGTH AS REQUIRED 6"CONCRETE PO � PORT PFiESIRJFE SUPPLY 0 �O VALVE W/UNION LIE-DISCHARGE FINISH o 3 LOOSE LEY <--FLOW MASS NIPKE 30• PVC SUPPLY LINE (S:S:T) GRADE / a" p; HOSE SIM MALI ELBOW PPC SUPPLY o (Q�. � 1• FGRASS PIPE BRASS PMS LINE FINISH 'O '" 3/1• WASHED CRUSHES 3/4 SCH. 80 PVC NIPPLE GRADE AGGREGATE 2•LONG MN.3 6" I SCH BO PVC NIPPLE(T.O.E) SCH.40 PVC ELBOW 11 PEA GRAVEL PRESSURE SUPPLY BRAS= ELBOW (MIN.2 CU.FT.) ELECTRICAL TAPE-TAPE W904 AT LINE-INTAKE ecomwINTERVALS OF 12R O.C. �—CONTROL I COMI011 MIRES 3MSCH.80 PMC MrftE GATE 1.• - " MLVE 4"LANG ! NOTE! PVC SUPPLY 1 • • PVC MALE 1• COMMON WINE TO SE WHITE s CONTROL WIRE TO BE RED IN COLOR UNLESS ORTERWISE NOftED. SCH 40 PVC S1SxT TEE PRESSURE SUMLV LINE LINE SCH. 40 PVC ELBOW NOTE: ADAPTOR! 2. NO SPLICES SHALL 8E MADE BETWEEN CONTROLLER a REMOTE CONTROL VALVE UNLESS ND • EQUIPMENT TO SE INSTALLED AT A MINIMUM OF 12"F110M wMLLS,BLD",M OTHERWISE APPROVED. 1. INSTALL CONTROL VALVES A MINIMUM OF Ir FROM STRUCTURES OR NAROKCAPING. A 3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL NOTE: I. USE TEFLON TAPE ON 2 x t REDWOOD STAKE (ROUGH) • WHEN UNIT IS NEXT TO BUILDING,WALL,ETC, COCKS ARE TO BE VALVES • AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR 2. INSTANT WAIVES iN PLANT iEDs WHEREVER roSSirtlE NExT TO SIDEIN1l11t. MIN. 36"LONG OR AS SITE ON OUTSIDE. 3. PLACE VALVE Box AT RIGHT ANGLES TO STRUCTURES OR MARDSCAPING. ALL THREADED FITTINGS. REQUIRES NOTE: GATE VALVE SHALL.BE INSTALLED IN SHMA AREA! E. /. PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE BOx. 2. INSTALL UNLESS OTHERWISE APPROVED. IN SHRUB OR GROUND COVER • !LOPE CONCRETE PAD !X IN All DIRECTIONS POR DRAIMlE. CORRECT VALVE SEQUENCE AREAS ONLY. L ATTACH 'CHRISTI* VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 3, HOSE BIBS TO FACE CURB, SIDEWALK,ETC. VALVE NUMBER , TO CONTROL WIRE. ` REMOTE CONTROL VALVE WITH 3 TYPICALHOSE BIBB ASSEMBLY TYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICA L GATE VALVE ASSEMBLY TYPICAL ELECTRICAL METER AND CONTROLLER . I'IDSCALIE ASSEMBLY JR-6'` SHUT-OFF VALVE 81 UNION NO SCALE � �'�: NO SCALE (2 V2 AND SMALLER) •� � NO SCALE (3 AND SMALLER) JR-84. P t r , I i 12 't2" I" MAX.-* ANTI-SYPHON MANUAL � e OR As NOTm CONTROL VALVE WITH r SIDEWALK, CURB, .,�,• / f..__._... x NIQf� ETC. ', I �..' VACUUM BREAKER SIDEWALK, j!/ / SMEWAL.K,CURB, SIDEWALK, CURS, E'TC. ETC. ETC• _ SPRINKLER NOZZLE FINISH GRADE SIDEWALK,CURB, - . _1 LAWN AREA! ETC. _ J SPRINKLER NOZZLE / GALV. STEEL GALV. STEEL .- ..d -POP-LIP SOM ASSEMSLY FINISH GRADE STREET ELBOW GALE •. + i (INSTALL 1/2"ABOVE SHRUB AREAS _ — 1 / FINISH GRAD€) A .�' •'r '.. ) POP-UP BODY ASSEMBLY GALV. STEEL NIPPLE .� ` p (INSTALL I/2°ABOVE a FINISH GRADE) LENGTH 8 SIZE AS RE01D • ��� . ! P PVC SLEEVE -- FINIFMM SH GRADE GRAM FINISH GRADE LATERAL LINE • PRESSURE LINE • " r. �' ' PVC SCM. 00 NHoPLE ` (SEE SPECIFICATION) . !. F 6"ABOVE HIGH- ' - " SIZE AS REQUIRED i 6 ABOVE EST HEAD IN �, • THE HIGHEST � ''�� FINISH GRADE THE SYS- _ PVC SCH.40 STREET ELBOW HEAD IN THE TEM SYSTEM FROM CONTROL SCH.40 �� PVC MALE ADAPTOR 12w / -PVC SCM. 40 MALE PV<• SCH. So NIPPLE (MM. SCI. 40) ADAPTOR I (LENGTH AS REQUIRED) PVC SCH.SO NIPPLE(IIZE AS i 9 PVC TEE REQUIRED)N FINAL POSITION RISERHAL PRESSURE SUPPLY LINE NIPPLE - / -- GALV STEEL GALV. STEEL ( : i SxSxT OR 45° ANGLES SEE SPECIFICATION) � E)� L BE AT A ( ELBOW ELBOW -__ _ LINE PIPE _...._ ELBOW WLATERAL NINE (MLN.SCH. 40) ELBOWS IB" ; GALV. STEEL NIPPLE (SIZE AS NOTED ON DRAW Ns) GALV. STEEL ' PVC SCM.40 STREET ELBOW PRESSURE SUPPLY --SIZE 8 Lf N GT H AS REC D - LINE FITTING SCK 40 PVC MALE ADAPTOR GALV STEEL = / ---------PRESSURE= SlIPPLY LINE SCH.40 PVC STREET EL�Ow! TO SYSTEM FITTING LATERAL LINE ( SIZE AS NOTED ON DRAWING 1 jf -----PRESSURE SUPPLY LINE NOTE= USE TEFLON TAPE OM ALL THREADED FITTINGS • �f NOTE: • UNIT SHALL BE INSTALLED IN SHRUB AREAS ONLY NOTE NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS ' UNIT SHALL BE INSTALLED IN SHRUB ARRA ONLY. R VALVE ASSEMBLY •T TYPICAL ATMOSPHERIC VACUUM BREAKER 8 TYPICAL ANTI-SYPHON MANUAL CONTROL rg TYPICAL SHRUB HEAD ASSEMBLYrjO�TYPICAL LAWN HEAD ASSEMBLY s TYPICAL MANUAL CONTROL _ No SCALE .,R-oo+-s4 NO scALc r A.I.C.-JR NO SCALE - A.I.C.-JR NO SCALE VALVE ASSEMBLY A.LC.-JR NO SCALE ( PLUSH TYPE) 1806 & 1812 BODIES JR-B4 ASSEMBLY i QUICK COUPLING VALVE SET FLUSH WITH FINISH GRADE IN LAWN AREA ROUND PLASTIC VALVE BOX3"ABOVE FINISH GRADE Imo+ IN OTHER AREAS I GATE VALVE (LINE SIZE ) ETC. FINISH GRADIF HOUSE SERVICE LINE BY OTHERS '�• LAWMAREAS PLUG TEE IF SERVICE LINE HASN'T— BEEN ASN=T BEEN INSTALLED . i IRRIGATION CONTROLLER x''x01A"x . - SHRUB AREA POC TO HOUSE SERVICE LINE VWAiE CONTAl.7 PdNM .+r�*+ +tt i PROVIDE PVC TEE OU LET 1 2 3s i ONE SIZE SMALLER THAN D� ROUND SPRMM(L.ER NOZZLE SERVICE LINE , ' ++tr+ + - BOX & COVER METER 1- TRANiMoxMtR . •� `" ti"(S STAINLESS STEEL CLAMP POP-UP SM ASSEMBLY ' Y - e. 1. • ll / .. r . .� w SIZE a LENGTM AS REO•D FLEX RISER(LO GTH •�"' ' ' " Y ' ~ REPLACE ExllE TRAIaPORrpt 11 SCH. 60 PVC NIPPLE III ORADE AS REQUIRED) W/SYSTEMATIC(CO'400TCENTRAL + OVERRIDE SYSTEM EA GRAVEL DATE Armovey P110ER SCM. 40 PVC1i(.; _ ��� ► CITY F RANCH CUCAMONGA I ELBOW '.! O ' � ''•i;' :t •.. SCM.40 PVC STREET ELBOW ; ..• aa •t :k �• � -- • TRACT #13722 0 RQKMIOK - • •• ��• • SEE DETAIL N0. . .. . . .. . '� PES �NOE RN I,TUR g SCM. BO PVC NIPPLE ✓,� == ++r'��: (A�l ZONE�TURF•i PVC SUPPLY h �► SHRUB•qC LINE (Sx SxT) SIZE a LENGTH AS REQS M • TREES-2e PVC SCH. 60 NIPPLE GROVES V It d } • i ':: : :? FITTING �A .• s (LENGTH AS FiEOt1NED) fid•, STREETSCAPE (lxsxT) ,,'•�ti. , SENSOR CONT � PVC SUPPLY LINE Lwow E OR IRRIGATION DETAILS LATERAL LIQ NOTE: USE TEFLON TAPE ON ALL THREADED TO IRRIGATION SYSTEM (SIZE NOTED ON DRAwrNs) WIRES CONK= CONNTRWLER DATE FITTINGS SENSOR UNIT NOTED COLO PEA GRAVEL ExTENQ 2 WIfi S FROM UNIT SCH.40 PVC STREET ELBOW f A�w0V8b WVw.C.•, no. (MIN. 2 CU.FT.) NOTED VALVE TO R.C.V. 17 cn1 srroeNmw SCM. 40 PVC PIPE (I V4) IIDTEs INSTALLATION SHALL CON/ORM �MI•� TO ALL MANUFACTURER'S RECOWAUNW11011111 SCH.40 P11C STREET ELSOWB wsc�IM•Naa `—PVC MALE ADAPTOR (TYP 3 PLACES) NOTE= USE TEFLON TAPE 0• REBAR MTI. 3s"LGN! A.I.C. DESIGN GROUP, INC. T 40 145/82, 4 •M � ON ALL THREADED NOTE% USE TEFLON TAPE ON ALL THREADIM FfrrWGS �,Awpd AM LAY408CAPS� o.+•sT POC TO WATER METER www FITTING ew 14 --EXIST. WATER METER PROVIDED ALL CONNECTIONS SHALL BE m"was•w,u,Mnt,",,awaN u.nwln,w�,"r 5 • WATERPROOFED IN A APPROVED A �C 240-6600 9 BY OWNER OR DEVELOPER CONNECTOR CEL MAP 10185 CH«�$4. Pdo. TYPICAL MOISTURE -SENSOR 9 CENTRAL BY ITYPICAL QUICK COUPLING VALV I4 TYPICAL SHRUB HEAD ASSEMBLY `"""� PAR rl "I TYPICAL WATER METER HOOK - UP A.LC. iZ51-I-• NO SCALE ASSEMBLY JR-12m7m3 ,ascALE-'n SYSTEM ASSEMBLY N0x''� ASSEMBLY ' N09CAL[ Mw REFER TO PLAN FOR LOCATIONS. ;: I • MATCHUNE SEE SH tEET 8 j ❑ .. Q r _ 66 ' 48 • + + + CID ' • + $ $ 0 + 91 103 106 = + ' 67 ° ° 47 f• 87 �+ ° 102 4 r 107 . . 92 o r .� ° + + o + r _ r ° `. 101 o r ;•�� • 46 86 + ; x 108 r + + ° + + 93 ° - .• 1 - 69 + + +45 85 loo ° 109 94 LU o r ` r Q ❑ � 44 • 84 ;� 99 + + 1 10 ° o ° 95 0 + +� v + r ..r., r 71 vw ► -r' Lu � �fi�l '� rA r� • 1z I c; 1'ot' o� — 43 �rf,`� pal' pirl E H91 r4- — G' P fi oM two. • • + 96 111 � � 98 . � . + NOTE; � 72 o a ALL STREET TREES TO BE ; ' TO ACCOMMIDATE • - DRIVEWAYS, STR =' • AND OTHER UTILITIES. SEE •. r $ t Lij , 8 2 - r - w r _ o LANDSCAPE CONSTRUCTION NOTES SHEET 12. - 7 3 9 T Y ►�� LAV • -N_ �S 12 ❑ ❑ O 100, ❑ ° ❑ h + +. i •• '.81 O LU Lur r. p.Va• ❑ W 74 Yt C/l OFT 117 1 18 1 19 Luw t 0 116 �' f _ ° 115 — 0 /our 114 11 ;,, '. • a IN VANDERBIT , STREET LIGHT TYP r r � 112 rr o o • , o 0 • 75 r o _ - - _ U u _ 80 7- - z - _ ? •. ' meq- - , O 2 t p � 79 �� 1�1 OF /)F ralyohl �- 78 - C.-6789 - _ y 2 t . . ► ,' Q 77 t 2 ,, ..i DESCRIPTION OF REVISION DATE APPROV. .. 0 - 76 0 CITY OF RANCHO CUCAMONGA► TRACT 13722 o - NOTE; GROVES VII STREETSCAPE • o - SEE SFIEET 12 FOR LEGEND • ® - \ LANDSCAPE CONSTRUCTION »i>>;{:::::;<:»»>:. :.. :-:::::'.......:.:;:; ' TREE VINE AND GROUNDCOVER PLAN-- KENYON o 0 F NOTES AND DETAILS. AIR _ ow ...... ::>:.;.::.:::::.:::<.. DATE j :: »: _ �::»;»::>:::>::>:::-:»>::. � �: - APP NT , ry:�:> :€.<;:.;;:.; _ ROVED BY • 1/q �.� CITY ENGINEER R.C.E. O. 223 7 Y _ *.. __ i:.:iiii p 15 :i::Fi:.;. ._..._ - - -------- 3p 6p >:>::>ii>:� - `` DESIGN flECOMMENDED H - i:f...';}::!:i:i^F:A:++iiii::i;?:}:?•:;:$$' iiii}i::<i::: ::i::i:!::iii:�.�. � � �•. ......... ...Y .....:...... :iii}}.;;•i:i: ... _« ;. R.J.M. DESIGN GROUP INC. � A.f?T a f5 as ... PLANNING AND LANOSCAP[ARCHITR(TURE j ;i:;:...:;.::.::.......::.: 37yI LAS LUIN.AS.Sl1ITt M.MWION YRJD,CA./>fSl »x»:"......>:=>:<::.....:>:>::>::.. DRAWN 240-6600-4 S ET i �•• ,. •'_' S.G.H. PARCEL MAP 10185 OF 4 rt SCALE 1 30'-0" KEY MAP CITY MAINTAINED AREAS CHECKED DRAWING NO. Js 1251 - l_ sHEE'T co NE SEE 8 �. r- `�_ - 10� MATCHso C 4 4 w SIN � • cn + — t w . �" 15G • Z + I • 4 J -r 24 s t 38 23 20 * It ° Q4 ° fKw Ito. by C,/I 13 39 GgLV o o �- -ES TON . . . + - PLACE ; • NOTE; + + �-J G ` ----..� _ •'• , • .' SEE SHEET 12 FOR LEGEND, 0 • : LANDSCAPE CONSTRUCTION • - NOTES, AND DETAILS. i ° ❑ • r 4 40 .v '' o tJl� 4k..IZ \M►X 14 , 4 15 4 I + 41 17 ° 16 19 •. � I I OTE, 18 • LL STREET TREE O BE. ADJUSTED + 11 O ACCOMMIDATE IVEWAYS, STREE , TT + IGHTS, AND OTH UTILITIES. SEE LANDS RUCTION NOTES �. SHEET 12 �"�i �xjv ���� � • f h 42 YID• • • �, 13 • • • 12 1yp• f "OM "46410 9 - ` hO� Sal I' • - SAN Q ��- • • SERo BIT co A , o ° p� ° ° CE a o , ' w •: .000 — /PIN .. uj 11srt�� •• -T--- • W120Q —STREET LIGHT TYP. z 60Hcc w . J i y 1 ° - 2 zA p • Oo 5 7 KEY MAP CITY MAINTANVED AREAS 6 cC Q _ _ ►Z • . CL FAIRMONTWq- - O . 5� • y . Lu a . > _ o _ , O DESCRIPTION OF REVISION DATE APPROV t O - O : 0 O p • �• • CITY OF RANCHO CUCAMONGA •� .� .•.•�a • . . Q > x. Lu a ` ''-- _ _ _ ..�='• - TRACT 13722 — — — — GROVES VII , STREETSCAPE Q y TREE, VINE, AND GROUNDCOVER PLAN-VICT. PARK LANE j m APPROVED BY ` DATE Jill 2397 CITY ENGINEER R.C.E. NO. DESIGN RJM RECOMMENDED R.J.M. DESIGN GROUP, INC. 0 151 30# 60 ' ►LANN11'IG AND LANDSCAPE R' ARCHLCI'URL+, DRAWN R 240-6600-4 SHEET TH s.c.H. PARCEL MAP 10185 ?oF�-�- sCHECKED DRAWING NC. j is A i25l -1, SCALE 1"=30'-0" I ��'--- - MILLIKEN AVENUE Vo Plo-47TIAZO 4. 11 '24 � - Sru fill G +� 1z - 52 5 3 54 • ~ • • 64 63 62 61 60 59 58 ST 56 55 3:: J C. • ; , ' . Lu • • 1000 �r w • 51 Is, J + + / + - ' o ('oo'�(13 p p p 13 CAPITOL PLACE _ _ _ _ _ _ _ _ _ — 50 • w w . � > • Q w4K 17 - _> •• ' M • >, CC r r= 1, �1 0>- ■ + Q- 49 +z 0589 65 5 �I r =1 •�- + ML i `- + 0 �� I ;71 w ,�G �►, - w ow Tam anZ _._Ico op-") (� p mrwrj I , MATCHLINE SEE SHEET "" r i NOTE; •• • r ALL STREET TREES TO BE ADJUSTED . . 24'` . ; .}.2 }•24� •. , +Z4" ►{-24 '• • '• 1 TO ACCOMMIDATE DRIVEWAYS, STREET . • +24 + . . LIGHTS, AND OTHER UTILITIES. SEE • IZ LANDSCAPE CONSTRUCTION NOTES SHEET 12. i :;:iK;:i::�%;:;{:0:;;i�.:1;:�::'��:r::1C;:::Afi_:;:i!i ii::?(:.'i:.:::::::::::::.��::::w:::::::::•.: .. `J '�:i?!�i i::ii:?:iii::: ii i::;:;ii:�iiii iiii:�...:•.•:::..............:•::..5:•...........:•:•:. ...:.... FOR LEG END 12 O <>:::iii::i<i:::>:<:»::i:,:.r:;.:>:•:>:ii:�::::iii:::i::>:::.:.>:: +_. SEE SHEET 3 i A PE CONSTRUCTION DSC :..::.......:;::.:::. : • - :�:_>:+>::: :: :.r:::i:<:>:>:::>i::iii::>:::;:.: ::::i'R�:iii:i:.;:.r:i::;i::>::: ........_::::::::::::. 32 31 30 29 244 • _ NOTES, AND DETAILS. _. . ''�U GONG. Ohl i � • . - 1 � ~�__ _ � - _ �`-_---- _; NY I Z 13 - - r-- I 34 > CITY MAINTAINED AREAS r, a KEY MAP Cc • • BALTI MUR - •• E COURT •' . r-zi- o C,!) f W + 1� ON STREET LIGHT TYP. 15b z + 35 • •; W � c-5- - DESCRIPTION OF REVISION DATE APPRO%. --; CITY OF RANCHO CUCAMONGA - d � 2 , Q TRACT 13722 W' SGROVES Vn 36 > Po �JOT vniTLJI * 2 6 • • STREETSCAPE + D Cc 27 2 8 I � 0 TREE, VINE, AND GROUNDCOVER PLAN- L 0 uji DAT wl 1 + cc • w C TYR APPNGIWER ED BYR.C.E. N . 2Z39- — + III RECOMMENDED p O •` — [y - • . . - ? • DESIGN DESIGN GROUP, INC. + y 3 7 �� _�_ R.J.M. ,,: 0' 15' 30' 60' .I W SHEET FJ- DRAWN M'gTCHLIN �� - G 240-6600-4 S k PARCEL MAP 10185 _8_.1pF 14' EE SHEET7 DRAWING NO. \ cot 1„; CHECKED Im SCALE 1"=30'-0" rt ' MATCHLINE SEE SHEET 11 48 66 88 91 103 106 fzp r 47 r � 67 r 87 r 102 107 92 r ' 46 Y8z 101 r 86 - 108 �s 93 + +45 69 + � 85 100 109 94 d r W } b» "Mom , — / 44 70 O 99 110 84 0 95 �r ' ,' _-j (� 111 71 U > 43 83 96 98 �b Z Q 72 Zr w 82 m r - 73 97 - E1 b - o �� • 81 - 74 w � � • • . • • 116 117 118 119 � ' z Zr 115 — s O - 114 Q) PLAC VANDERB� T 113 5 112 r 75 _ Ca/ 80 T - rw 79 r . 78 Z DESCRIPTION OF REVISION DATE APPROV• 77 2 - � o • ____.� CITY OF RANCHO CUCAMONGA z 76 i G . i _ _ • TRACT 13722 _ GROVES VH' - - - i w ow STREETSCAPE NTE - ............. r a y SHRUB PLANTING PLAN— ENY ON - SEE SHEET 12 FOR LEGEND, --_ ---------___.__.__ _ : :v LANDSCAPE CONSTRUCTION _ f 1,611 1 ATENOTES AND DETAILS. RYPPROVEOFAl CITY ENGINEER R. .E. N 2239 7 RECOMMENDEDNT DESIGN { M WAY INC. • P C. a � a R. M. DESIGN GROUP, T. / %•-.-:::. ..... � ,';,, A� PLANNING AND LA14D6CAPE ARCNITLCTURL Of 1 1 / 1 ;? rm LAS RAW AS,SURE 211.NRi M VM10,CA.#X" '+I ' 0 15 30 60 :.;::::..;. :: >r< :::>::> :_>::: »<> ��,r..... SHEET <::>�<:: � DRAWN 240-6600-4 KZ'THV- �-� -- s�H - PARCEL MAP 10185 -9 _OF 14 KEY MAP CITY MAINTAINED AREAS CHECKED DRAWING NO. JS TAT= 1251- L SCALE 1"=30'-0" 1T r 11 • � - NE SEE SHEE MATC �\ �1 t ' I ` \ 24 ` I 3 38 2 20 22 21 1 ' 39 GALVES 1 _ TpIV PL A , 1 r _ 1 - + f 40v r I • , • IG I i 14 ?4 r • 15 j 16 i 41 19 !C1'' .•. Lam-/ , 1 42 ' XN --_. 13 12 , 'JfJ 1 i 8 00 ?' k22:00t NSE IST P Lu w - u _ NOTE; SEE SHEET 12 FOR LEGEND, LuSEE CONSTRUCTION . NOTES, AND DETAILS. 119 � - ----- - - ---- z 120 .. T 1 2 . . i I 3 1 5 6 , KEY MAP CITY MAINTAINED AREAS f - ' I Q FAIR------- " MON . . WAY . . . DESCRIPTION OF REVISIONT DATE APPROV 0 � _ __._ _ _.__ ..___-__. ._--__ •--- >, � CITY OF RANCHO CUCAMONGA r, O — _ _ - TRACT 13722 - - _ - - GROVES Vii J STREETSCAPE ca SHRUB PLANTING PLAN-VICT. PARK LANE DATE APPROVED BY /3 CITY ENGINEER— j— R.C.E. N .. 2397 Y a. DESIGN RJM RECOMMENDED 1 DESIGN GROUP, INC.IT 0 15 30 60 rLANNING AND LAMWA►L ARCNLCTURL r ►5 .. ma LAS RAMN AS,AM 29C MIEW VIM. NORTH DRAWN 240-6600-4 + T sGHPARCEL MAP 10185 l OF\-- CHECKED DRAWING NC t is DATE - SCALE 1"=30'-0" _ MILLIKEN AVENUE rA r— . 52 r 64 63 62 61 6059 58 57 56 55 54 53 . w m Lu Lu 51 cn G + + + I _ CAPITOL PLACE Q50 w j w > CC I � > cc . , ccl z z z >- ' uw 65 89 90 O $ z 49 . �I 104 105 r� cc 2ui WON _ "N ui MATCHLINE SEE SHL1.1 ' E ET 9 1 1 _ MILLIKEN AVENUE ....._............ _ 14 z , NOTE; 33 SEE SHEET 12 FOR LEGEND, s____�• •_____�• LANDSCAPE CONSTRUCTION NOTES AND DETAILS. :ii:is'?:ii:::::::::::>::>:>:>:::.>:::4:>::::?>::•»:•>::•............:::: ::• ::•::::. >:•:•$::?::iiiiii'r$'r}?:X:.:.:. 32 3 0 :::: ::::_:::::::::::::.:::.::.:::::::::::::::.::::::..::::::::::::.::::::.::::.::::.::::::::::::.:: . . 31 ......::::. ... 29 ........................ v . 73 34 'k KEY MAP CITY MAINTAINED AREAS w k 1 cl) - BALTIMORE RT CO U— — — 7, 35 Llk . . uj- � Z J DESCRIPTION OF REVISION DATE LAPPROk. •.�-, CITY OF RANCHO CUCAMONGA w 25 ; Ilk3 6 > , ' 0-� TRACT 13722 ►{ — 26 28 GROVES VII D 27 •. ', STREETSCAPE >� wl p r SHRUB PLANTING PLAN MILLIKEN TE' A APPROVED BY 22397 37 — __ r r? r CITY ENGINEER R.C.E. NO. M `� I-- a DESIGN M RECOMMENDED ti AT HL R.J.M. ► DESIGN GROUP, INC. •��?T '�' PLANNING AND LANWAPZ ARClBiRCTUR[ Q SEE SHEET o• 1s• 30' so ./ 7'tii L,Ac RAuoLAs.AdR LI,��,D,CA.fI»� �� �� NORTH RAWN 240-6600-4 SHEIT SIGH PARCEL MAP 10185 1--!OF-1-4-- MT CHECKED DRAWING NO.. is E51- L. DATE SCALE 1"=30'-0" i r�R NT LEGEND �91 l�`[ ATTACH NO. 6 •EYE SCREW TO WALL - USE NYLON EXPANDING PLUG ON STUCCO�S_ . ' OR DRILL AND ANCHOR TO MASONRY BLOCK AS REQUIRED. 2. NO. 12 WIRE - TWIST CONNECT TO EYE SCREWS - STRETCH TIGHT- 5 FEET. S 3. VINE LOCATION KEY BOTANICAL NAME COMMON NAME SIZE S QUANTITY V I:'I'' 'I'll fes(' " i ' 7-8' x 2-3 ' 18 CC CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL EC EUCALYPTUS CLADOCALYX SUGAR GUM 15 GAL 7-9' x 2-3 ' �$ 2 .._1P - = 2 3 - - o EM EUCALYPTUS MACULATA SPOTTED GUM 15 GAL 7-9 ' x 2-3 ' -- ,� 1M44 3 DIS AN`( GiI<Gi.II./t"l•fOhl. 3 Q EN EUCALYPTUS NICHOLII PEPPERMINT GUM 15 GAL & 5 GAL. 7-9' . x 2-3' 129 _ _ AS NOTED ON PLAN _ I ELEVATION VIEW - SCALE 1/2" .010-00�1�3Ft N 1[J' �C�I`f{-L I'lIX - x �' MIX EP EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM AS NOTED ON PLAN 7-9' x 2-3 ' 120 GIGo�II- 2!,K P"fy ',�• or M lit- ZX ER EUCALYPTUS RUDIS DESERT GUM 15 GAL 7-9' x 2-3' 31 1'�• �� G• Gl�ola-poW�h'�� �---'�1-(��� !N •t d�E;t-1'j" IZ. "A"T"wie, IH 11i" 1'b !xi of � l� I 1 -UMf fio bv GB GINKO BILOBA "FAIRMONT" MAIDENHAIR TREE 24" BOX 8-10 ' x 3-4 ' 48 IN�(Al.l�W WrI1+ Ar'�0Pl •6L ^vv. T N� i.l.� � �• A 36" BOX TREE1S GALLON TREE & 24" BOX TREE VINE ATTACHMENT 'JM JACARANDA MIMOSIFOLIA JACARANDA 15 GAL A 7-8' x 2-3' 21 [;B F CHMENT 24" BOX 10 ' -12 ' x 4-5 ' 1 $ KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24" BOX 9-11 ' x 3-4 ' 30 MATCHED STANDARDS LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL 7-8 ' x 2-3 ' 90 DK. PINK, PINK, LAV. kL LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL 7-8 ' 12 �OP. 70 01`6 PE PINUS ELDARICA MONDELL PINE 15 GAL 5-6 ' x 2-3 ' 72 lR� 24" BOX 8-10 ' x 4-5' 51 oa'1A� BP BRACHYCHITON POPULNEUS BOTTLE TREE' 15 GAL 7-8' x 2-3 ' 194 _ At GROW-POWER 7 GRAM TABLETS SHRUBS C&-16- vlN� l SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE A SPACING REMARKS QUANTITY _j L' .60� {1'{ I��j 1 GALLON 2-3 TABLETS 5 GALLON 6-9 TABLETS MIX 15 GALLON 12-15 TABLETS AA AGAPANTHUS AFRICANUS LILY-OF-THE-NIL$ 5 GAL.018"O.C. BLUE FLOWERS 946 11. 6"` ����• � FOR EACH � CALIPER MEASURED . 5rM ?L. �1Z X 1 " 0 AG ABELIA GRANDIFLORA EDWARD GOUCHER 5 GAL. @ WO.C. PINK FLOWERS 624 pr„� G� ��� � �Z. 14 ABOVE SOIL LEVEL USE "EDWARD GOUCHER" ABELIA 3-4 TABLETS. a"-po II 111" INSTALL PER MANUFACTURERS Q MP MYOPORUM PARVIFOLIUM MYOPORUM 5 GAL.05'O.C. PINK FLOWERS 36 RECOMMENDATIONS. r �2. t x ter► ► or C SHRUB D VINE G GROW-POWER TABLETS 0 PA PLUMBAGO AURICULATA CAPE PLUMBAGO 1 GAL.05 'O.C. FLOWERSWHITE O LT.BLUE PF PHOTINIA FRASERI PHOTINIA 5 GAL. 05'O.C. 230 LANDSCAPE SPECIFICATIONS 10. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT AND TNR CITY OF RANCHO CUCAMONGA. THE CONTRACTOR SHALL REQUEST INSPECTION 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT AT LEAST TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE a PV PITTOSPORUM TOBIRA VARIEGATED PITTOSPORUM 5 GAL.05 'O.C. WHITE FLOWERS 312 AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR TIME THE INSPECTION IS REQUIRED. � BUILDING LAWS. "VARIEGATA" O O 0 - 0 11. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILIM ON 0 1 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING Or ALL LABOR TaE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE: V PW PITTOSPORUM TOBIRA WHEELERS DWARF 5 GAL. 03 'O.C. 341 O 0 MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE 15 GAL. 8 24" BX.TREES: DOUBLE STAKED PER DETAIL t "WHEELERS DWARF" PITTOSPORUM i LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. 36"BOX OR LARGER TREE: GUYED PER DETAIL �► O ' �` <�� 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE , „ RP RAPHIOLEPIS "PINKIE" INDIAN HAWTHORN 5 GAL.03 'O.C. PINK FLOWERS 115 ` �'� PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK 12. ALL TREES SHALL BE PLANTED A MINIMUM OF 3 -0 FROM WALLS, BUILDINGS, �A 5 GAL 03 'O C PINK FLOWERS AND VERIFY ALL DIMENSIONS ON THE SITE, AND DISCREPANCY BETWEEN THE AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED IN • 'T'72 \ �� DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. O VR VERBENA RIGIDA VERBENA 5 GAL. 02 O.C. LILAC FLOWERS 239 0 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT 13. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR 813E OF FINISHED GRADE. IF 96 AREA TO BE LANDSCAPED IS NOT ACCEPTABLE AND QUALITY. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. GL SJ�Iti� O�_�_ TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY, IN WRITING, BOTH THs• 14. ALL SHRUBS AND GROUND COVER SMALL EQUAL OR SURPASS "MINES NURSERY" XC(' a(Y?,O$MA CON ,C'E'STVM SHINY XYLOSMA 5 GAL.04 '().C. 188 F•'ECOran ��) GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. STANDARDS FOR SIZE AND QUALITY. "COMPACTA" �cNl�k5.- n`, COMPACTA ' S. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, 1S. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT n MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REHM CONTRACTOR PRIOR TO INSTALLATIONVINES . AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER SYMBOL KEBOTANICAL NAM$ COMMON N1�ME SIZ REMARK$ QUANTI11 ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE, SO THAT, 16 ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 90 5� ; ^`�N� AFTER CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, TYPICAL UNLESS SPECIFICALLY CALLED OUT. �`.V' ^'� SLOPED TO DRAIN AWAY FROM WALKS. `I ��"" •tt.�i�/ff``�� SNC 11..''��,, 1� 17. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR v FP FICUS PUMILA CREEPING FIG 5 GAL R OR G FLOWERS 194 U6hIt�1V1L } ' I�I�I �1 : 6. FINE GRADIRG: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED p- SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF AN INCH IN DIAMETER SHOULD MANNER WITH A MINIMUM RADIUS 0r 3' TYPICAL. i1,.1v�y��� l �y.� �/�/ A ACH LL BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. ♦ p �� 4 I ,� 1 5�a�cL. ATTACH TO WALL Z1 18. ALL VINES SHALL BE REMOVED FROM THEIR 8TAxE8 AND TRAINED ON HALL f 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID OR FENCE PER DETAIL. O DB DISTICTIS BUCCINATORIA BLOOD RED TRUMPET VINE 5 GAL ATTACH TO WALL 8 COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SOILS 19. ALL STREET TREES SMALL BE ADJUSTED TO FIT WITH FINAL STRIW LIGHT GROUNDCOVER REPORT. AND DRIVEWAY LOCATIONS. SYMB014 KEY BOTANICAL COMMON NAPM SIZX REMARKS QUANTIT'X TO THE EXTENT FEASIBLE, ALL AREAS TO BE LANDSCAPED SHOULD BE 20. ALL VINES IN TURF AREAS SMALL E! INSTALLED IN CONCRETE VIN! COLLARS E SHRUB SPACING CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. 110 PER DETAIL. CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS Or 3:1 OR GREATER. GAZANIA "SUNRISE" GAZANIA FLATS 12 o.c. 36,227 S.F. IN ADDITION, ALL ROCKY MATERIAL IN EXCESS OF 1 INCH IN DIAMETER 21. MAINTENANCE SHALL BEGIN WHEN THE OWNER OR HIS REPRESENTATIVE HAS SHOULD BE REMOVED TO A MINIMUM 6 INCH DEPTH. ACCEPTED IN INSTALLATION OF THE WORK. MAINTENANCE SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS AND SHALL FOR TURF AND GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO CUCAMONGA. HYDROSEED MIX GROUNDCOVER SEE SPECIFICATIONS 107,330 S.F. SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO MAINTENANCE SHALL INCLUDE MOWING, WEEDING, • IRRIGATION, PRUNING, A 4 - 6 INCH DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT PER RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING Pg NO-Te AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND j Ov1bt= A ��,N DEL`Q 5CDIRE AT 101 O G. 1.000 S.F. UPKEEP. HYDROSEED MIX TURF SEE SPECIFICATIONS 28,509 S.F. O•G 4 FROM YDS. NITROGEN STABILIZED ORGANIC AMENDMlNT DERIv ,q ��Iq ��Ep F-j{�G-�N JOINT AT z0lD FINAL APPROVAL AND ACCEPTANCE Or WORK WILL BE GIVEN AT THs END or AND AT ALJ- CHAt,6E5 IN CIReCT1�. FROM REDWOOD, FIR OR CEDAR SAWDUST.15 LHS. 12-12-12 COMMERCIAL FERTILI=ER THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WH= 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. THE PLANTING PITS 10ft CONTAINER GROWN TREES AND SNRUES SMALL !E CITY OF RANCHO CUCAMONGA RESERVES THE OPTION TO EXTEND THE MAIN- EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE DEPTS TENANCE PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS ,2 SPECIFIED IF IT IS DETERMINED THAT FURTHER MAINTENANCE IS OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT r AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL IWQUIRED TO ESTABLISH PLANT MATERIALS. s �Ekyti= MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING 22. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD Or • �,1 ,r FORMULA: ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD DESCRIPTION OF REVISION CROG.�5 DIFt�,G-��I • G• 1'W \\ OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. DAT APPROV. ---� I �' � LIGHT 6 PARTS BY VObUME ONSITE SCREENED SOIL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETIONeDc-Im FIND 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT ?<*6 y�N 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. Or MIXMN" G940115 G?TqUN0C0VM OF MAINTENANCE PERIOD. C tTY OF RANCHO CUCAMONGA •.- 23. TURF HYDROSEED MIX: �� aa0' IS/ZII'ru_,L Q )/,LII THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN SEED: 906 FALCON FESCUE - ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER 106 MERIT KENTUCKY BLUE TRACT 13722 III • PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS. •,+ p,. 1 M AT APPLICATION RATE 12 LBS. PER 1,000 SQ. FT. PER 1 ,000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME CELLULOSE FIBER MULCH 1 ,500 LAB. PER ACRE. p WELL ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE GROVES VII (y 1.& Lwt'I�M- !.LING �v• DECREASED. M BINDER SOILS STABILENT 60 GALLONS PER ACRE. hy�N��� 11 G#�A�,� 12-12-12 COMMERCIAL FERTILIZER AT 300 LBS. PER ACRS. ST-REETSCAPE wt-C7 IMM. (7IT)&41-77333-`17 8. HYDROSEEDING EQUIPMENT IW71 gAdmlb 1P'. ftoz 1'1;r USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WITS24. GROUNDCOVER HYDROSEED MIXS � /�j�/ AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMO- SEED: LDS/AC. PURITY GERMINATION PLANTING DETAILS & SPECIFICATIONS cf�i� "► '� • JIG � GENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS.) GAZANIA PLENDEN3 12 706 856 >° OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND GAILLARDIA PULCHELLA 3 856 756 SOLIDS FOR EACH 100 GALLONS OF WATER. ALLYSSUM 'CARPET OF SNOW' 2 956 806 � DATE , O CONNORS LEGUME 1 986 856 APPROVED BY 2. HYDROSEEDING rim', M CITY ENGINEER R.C.E. NO. 22397 2S. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW flECOMMENDED A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY DESIGN RJM- F MOW CURB LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT MATERIAL. MULCH. R.J.M. DESIGN GROUP, INC. �4, 7r 8/S�aa 111 B. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED rte' PLANNING AND LANDSCAPE ARCHRLCTUR[ AND WATERED AS SPECIFIED. 26. ANY TREES WITHIN 3 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY 7WWLO AS.VXM2w,wW10 VOW.CA.1",I C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. NIX ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL DRAWN 240-6600-4 SHEET COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES CONTAINERS. PRIOR TO BACKFILLING, TREE PITS CONTRACTOR SHALL HAvs S.G.H. PARCEL MAP 10 185 OF A 23 i 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE CITY INSPECT DEEP ROOT CONTAINER INSTALLATION. AND AS APPROVED. CHECKED DRAWING NO. 27, ALL TREES ARE TO BE LOCATED: TEN FEET FROM ANY LIGHT STANDARD, POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIV! isI- APPROACH, FIRE HYDRANT, OR UNDERGROUND STRUCTURE (E.G., CATCH A BASINS, VAULTS); AND THREE FEET FROM ANY METER. IRRIGATION SPECIFICATIONS . 027 4. :af;rViLdste of the final site ' reviev, the Contractor shall S. Cbnntractor shaIl be responsible for the total performarne of such 4. All P.V.C. pip wast b"r the following markings:information from the "as-Wilt" prints to a sepia hylar substitution to or simile lu material equal or surpass the original in every respect. min procured frau the Architect. All work shall a. Manufacturer's nese be'in waterproof India ink and applied to the hylar by a technical pert 6. If the substitution proves to be unsatisfactory in the opinion of the 1.01 MN made expressly for use on mylar material. Such pen shall be similar Architect, Contractor shall remove such work and replace it with b. Nominal pipe size to those manufactured by Rapidograph, Kueffel & Esser, or Faber originally specified item (including installation) as part of the work A. Scope of Mork: Provide all labor, materials, transportation, and services Castell. The dimensions shall be made so as to be easily readable of this section. c. Schedule of class anergy to furnish and install Irrigation Systems as shown on the even on the final controller chart (see Section 1.03-C) . The original drawings and described herein. mmylu "as-iuilt" plan shall be submitted to the Architect for approval d. Pressure rating in A.S.T. (not required on drip tubing) 1.d2 � � prior to the making of controller chart. S. The Architect shall here the sole responsibility for accepting or rejecting any substituted item as an approved ecxaal to ecufpment and materials listed e. MW (National Sanitation Foundation) approval (not required on S. The Contractor shall dimension from two permanent points of reference, on the irrigation drawings and specifications. drip tubing) A. Permits and Fees: The Contractor shall obtain and pay for any and all building corners, sidewalk, or road intersections, etc., the location permits and all inspections as required. of the following items: 1.06 GUI%RAN= f. Date of extrusion D. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection to existing water lines. A. The guarantee for the sprinkler irrigation system shall be made in S. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings shall be followed in all cases where the manufacturers of articles used in aaoordmwith the following form. The general conditions and shall be of type and installation method prescribed by the this contract furnish directions covering points not shown in the drawings b. Connection to existing electrical power. supplementary conditions of these specifications shall be filed with the manufacturer. and specifications. owner of his representative prior to acceptance of 'the irrigation system. C. Ordinances and Regulations: - All local, municipal and state laws, and rules c. Gate valves. Do A copy of the guarantee form shall be included in the operations and 6. Bran Pipe i Fittings: and regulations governing or relating to any portion of this work are d. Routing and/or directional turns of sprinkler pressure lines maintenance manual, a. Brass pipe small be 85% red brass, American' National Standard hereby incorporated into and made a part of these specifications, and their (dimension max. 100' along routing) Institute (ANSI), Schedule 40 screwed pipe. provisions shall be carried out by the contractor. Anything contained in C. The guarantee form shall be retyped onto the Contractors letterhead and these specifications shall not be construed to conflict with any of the e. Sprinkler control valves. contain the following information: b. Fittings shall be medium brass, screwed 125 pound class. above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe mater els, f. Routing of control wiring. GIHRAIFI'EE Fpr SPRINKLER IRRIGATION SYSTEM 2.03 E ULIMICAL (Him VCLT m . workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the g. Quick coupling valves. We hereby guarantee that the sprinkler irrigation system we have furnished A. All provisions of these specifications and drawings shall take precedence. and installed is free from defects in materials and workmanship, and the other voltage electrical service required for automatic controller and work has been cmVleted in accordance with the drawings and specifications, others equipment noted on drawing for irrigation system will be prwi�kd by D. Superintendent: h. Other related equipment as directed by the Architect. ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop Be Provide approved type enclosure for meter, similar to that w rufactured 1. A superintendent satisfactory to the Owner's Representative shall be 6. On or before the date of the final site review, the Contractor shall during the period of one year from the date of acceptance and also to ! rs Electrical Products Inc. by on present on the site at all times during progress of the work. deliver the corrected and completed sepias to the Architect. Delivery repair or replace any damage resulting from the repairing or replacing of d . (213) 724x a to model as specified er of the sepias will not relieve the Contractor of the responsibility of such defects at no additional cost to the Owner. We shall make such ung Enclosure shall nc of reeshall size in cora ed static controller 2. The Superintendent shall not be changed except with the consent of the furnishing required information that may be omitted from the prints. repairs or replacements within a reasonable time, as determined by the specified thickness. drawing. Enclosure shall be zinc coated steel,cominrrosion 11 owner's Representative. Owner, after receipt of written notice. In the event of our failure to �rdancedwithh U.L. Cabinet Cabinets land Boxxes, Sectiobe protected n 13.stExterioricovers C. Controller Chartst make such repairs or replacements within a reasonable time after receipt of to be minimum 14 gauge steel and shall have 3. The Superintendent shall be authorized to represent the Contractor. written notice from Owner, we authorize the owner to proceed to have said Padlocking provisions. Stupe � 1. As-wilt dr shall De aged the Architect before controller Deadframt shall be a hinged type, 16 gauge minium, and shall not require E. Explanation of Drawings: prepared. a�PPr � charges or replacements efore upon ssema�d. at our expense and we will pay the costs and the use of installation or servicing. All darts are shall be U.L. listed. All facto installed coonductors shall be pcoonents factory F'Per• 1. Due to the scale of dr , it is not able to indicate all 2. Provide one controller chart for each controller supplied. p��= size and type to conform to NDC and U.L. requirements. Enclosure shall be ovines Pass offsets, fittings, sleeves, etc., which may be required. The furnished with a detachable sub-base with 1/2 inch diameter bolts. Mounting bolts shall not be visible outside the enclosure after 3. The chart shall show the area controlled tr the automatic controller ...r.r..,.���_..._...�.. installation on sub-base. Enclosure finish shall consist of one coat zinc contractor shall carefully investigate the structural and finished : PHp1E NO.: ,.,.,..,,._,.,�.., conditions affects all of his work and plan his work accord 1 , easel shall be the maximum size which the controller door will allow. n9 P lag Y chromate primer and two coats halted enamel paint• furnielhimq aorta- fittings,, etc., as my be required to meet such ADDFCBS: BY: 4. The chart is to be a reduced draw of the actual as-built em, of the work to be installed. Time work shall be installed in such a conditions. Drawings, are generally diagrammatic and indicative of a maximum size that will fit inside controller housing, dome sided C. All connections between electrical services and equipment shall be in rigid manner as to avoid conflicts between irrigation systems, planting and if required for readability. galvanized electrical conduit, with conduit and wiring size as required. architectural features. =2 OF ACCEPTMd: Hlf t . 5. The creat shall be a blackline print and a different odor Shall be used to indicate the area of coverage for each station, using postal 2.04 na RICAL (UN vCLTAM 2. The word Architect as used herein shall refer to the Ohex or transparent colors. authorized representative. 3. All wok called for an the draw notes or details shall De 6. W �two and approved, the chart shall be hermetically sealed A. CaYrctians between controller and sante control calves shall be merle with. furnished and installed whether drawings mentioned in the Pieces of plastic, each piece being a minimum 20 mils. 2.01 Ml1TlRIAIS direct burial AWG-[F, 6� volt wire, insulation thickness utilizing low density hi molecular weight polyethylene insulation. i � specifications. 7. These charts mall be completed and approved prior to final acceptance A. (General: Use only now materials of brands and types noted on drawings, H. Splices, where permitted, shall be waterproofed using Rain Bird, Pan-fate 4. The Contractor shall not willfully install the irrigation system as of the irrigation system. specified herein, or approved equals. Correctors or fumble heat shriNcirg tubing, and housed in a box. eoaoma shown on the drawings when it is obvious in the field that D. Operation and Maintenance Manuals: 2.02 Pin a FTTrmms for other irrigation use may be utilized for this purpose. obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such 1. Prepare and deliver to the Architect within 10 calendar days prior to A. Pressure Main Line Piping and Fittings: Sizes 2-1/2 inches or larger small C. Hire sizing shall be a minimum of #14 "UF" 600 volt underground airi�lg, obstructions or differences should be brought to the attention of the completion of construction, two hard cover binders with three rings be P.V.C. class 315 solvent weld type or (as a contractor option) rubber unless a shielded cable is used in which canoe #18 wire entry be used. Carron ep containing the following information: gasket type, unless otherwise noted on drawing. wire to be white in colo, and all others a different color. Owner's authorized representative. In the event this notification is et not performed, the irrigation contractor shall assume full B. pressure Main Line Pi and Fittings: 2 inches and smaller shall be 2.05 GME VALVIB responsibility for revision necessary. a. Index sheet stat - � A. 3 inches and � y rnY � list of equipment stating hrnname and eases ofnlocallm�narxmpfactrs Schedule 40 P V C pla9 smaller ass 5. Work of this Section which is allied with the work of other trades representative. (ung otherwise noted on Drawings): ASs!! 862 brass shall be coordinated as necessary. C. Non-pressure lines (buried): Shall be P.V.C. class 200. body, 150 pound saturated steam ratedt with screwed jointst non.-rising b. Catalog and part sheets on every material and equipment installed steml screwed bonnet, solid disc. Provide with handwheel. F. Underwriters Laboratories: Electrical wiring, controls, motors,, and under this contract. D. Non-✓pressure lines (surface): Shall be P.V.C. schedule 40. devices shall be U.L. listed, and so labeled. 2.06 VALVES c. Guarantee atateoernt. E. Road crossing sleeves: Shall be P.V.C. class 315. r 1.03 �AzB A. One piece type brass body, 130 pound claw, with 3/4 inch female threads d. Complete operating and maintenance instruction on all major F. All pipe and fittings shall eonfe to specific requirements as folld Nt opening at base, permitting operation with a special connecting device A. Material List: (coupler) designed for this purpose. 1. P.V.C. (Solvent Weld dr Rauber Gasket) 1. The Contractor shall furnish the articles, equipment, materials, or 2. In addition to the above mentioned maintenance manuals, provide the 1. Coupler threads: lug type processes specified by name in the drawings and specifications. No Owner's maintenance personnel with instructions for major equipment a. Pipe: Manufactured from virgin polyvinyl chloride compound in substitution will be allowed without prior written acceptance by the and show evidence in writing to the Architect at the conclusion of the accordance with AST✓! D 1784 or ASTM D 2241, cell classification 2. Hinge Dover: Provide with rubber-like vinyl eowner. Architect. project that this service has been rendered. 12454B, hydrostatic design stress rating not less than 2,000 p.s.i. CVALVES 2. Complete material list shall be submitted prior to performing aarrmho�rr work. Material list shall include the manufacturer, model number arhd BeEquipment to be Furnished: b. Fittings (solvent weldor thread): Standard weight, schedule 40, A. Swing check valve, 2 inches and smaller on nor"nessure lines: bronze or description of all materials and equipment to be used. side gated, injection molded P.V.C. emrplying with AMI D 1784, plastic construction, 100 pound s.w.p. female i.p.::. cell classification 134548, including threads when required. 3. Equipment or materials installed or furnished without prior approval 1• Supply as part of this contract the following tools: qu Be. ,Arntidrain valve: plastic eonatruction, with soft oampositiar, disc, of the Architect may be rejected and the Contractor required to remove a. Two keys for opening valve boxes. c. Fittings (rubber gasket): Schedule 40 injection threaded outlets stainless steel internal parts. Spring tension adjustable from 4 p.s.i. to such materials from the site at his own expense. shall be required, with stainless steel bards and support 15 .p.s.i. Valve may be an integral part of sprinkler head. b. one 36 inch sail probe, Oakfield Model 5.* . gussets. All tees and ells supported with an angle brace as•a 4. Approval of any item, alternate ur substitute indicates only that the part of fitting. .Similar in all respects to those manufactured by product or products apparently meet the requirements of the drawingsFlo-Seal, installed in full accordance with manufacturer and specifications on the basis of the information of sampler c. T10 keys for each automatic controller. recommendations. submitted. d. One quick-coupler key and matching hose swivel and globe valve for ever ten, or fraction thereof, valves installed. d. Fittings (2" through 8") slip type may be used, but must be S. Manufacturer's warranties shall not relieve the Contractor of his Y similar in all respects to those manufactured by Cal An liability under the guarantee. Such warranties shall only supplement 2. The above mentioned equipment small be turned over to the Owner at the Manufacturing Company and installed in accordance with theirs the guarantee. recommendations. 9w conclusion of the project. Before final acceptance can occur, evidence that the Owner has received material must be shown to the 2. Surfer installations Pi and fit small have additional H. Record and As-Built Draw►irngs: Architect. p �� compound for ultraviolet resistance, Schedule 40. 1. The Contractor small provide and keep up to date and complete "as- 1.04 PIiDD= DELIVERY, S1OMM AND MMMMG built" record set of blue-line ozalid prints which shall be corrected 3. P.V.C. nipples small be schedule 80 with molded threads. daily and show every change from the original drawings and A. Handlingof P.V.C. Pi and Fitto specifications and the exact "as-tuilt" locations, sizes, and kinds of exercie care in handle tinge The Contractor is cautioned pe equipment. Prints for these purposes may be obtained frau the and ' loadirng, umnloading, and storing of P.V.C. pipe Architect at cost. This set of drawings shall be kept on the site and fittings. All P.V.C. pipe shall be transported in a vehicle which allows the 1 of to lie flat so as not to subject it to undue length P 7 OESCi31PT OF REVISION DAT APPROV shall be used only as a record set. bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shall 2. These drawings shall also serve as work progress sheets and shall be CITY OF RANCHO CUCAMONGA the basis for measurement and payment for work completed. These be replaced with new piping. drawings shall be available at all tines for site reviews and shall be 1.05 SUBSPITUTIONS kept in a location designated by the Architect. Should the record TRACT 13722 blueline as-Wilt progress sheets not be available for review or not A. If the Irrigation Contractor wishes to substitute any equipment or GROVESV11to date at the time of any site reviews (refer to Section 3.02 -3 materials for those equipment or materials listed on the irrigation - Cbservation Schedule), it will be assumed no work has been completed drawings and specifications, he may do so by providing the following STREETSCAPE and the Contractor will be assessed the cost of that site visit at the information to the Architect for approval: current billing rate of the Architect. No other inspections shall take place prior to payment of that assessment. 1. Provide a statement indicating the reason for making the substitution. IRRIGATION SPECIFICATIONS Use a separate sheet of paper for each item to be substituted. 3. The Contractor small make neat and legible notations on the as-built DATEAPPROVED BY progress sheets daily as the work proceeds, showing the work as 2. provide descriptive catalog literature, performance charts and flan CITY ENGINEER dc�)� R.C.E. N 2397 actually installed. For example, should apiece of equipment be charts for each item to be substituted. installed in a location that does not match the plan, the Contractor DESIGN RECOMMENDED must indicate that equipment has been relocated in a graphic manner so R.J.M. DESIGN GROUP INC. A-47.. .v as to ascaron the original symbols as indicated in the irrigation 3. Provide the amount of asst savings if the substituted iter is n�►►+ ARA. „M" /,f o d�iS�dB DRAWN ns�..i■usus wrrrn�wMONnro c.rin T approved. 240-6600-4 legend. The relocated equipment and dimensions will then be transferred to the original as-built plan at the proper time. 4. Approval of any item as a substitution or alternate is for design SGH PARCEL MAP 10185 only, based on information or samples provided by the Contractor. CFIECKED DRAWING NO. is /L5l-L 2.04 aCMMtaM rllayslt�l ott�a B. Observation Schedule: A. >sadtflvw prawntoc: desig"d to operate an a "rsOwld pressure• pcin dplel D. Trenching and Backfill ttx%r Paving: 3. Identification e- Had with 9at�e valves and f Wei test cocks. 1. Contractor shall be responsible for notiShowing number that Shall be attached to each remote control valor, for the follow fYin9 the Architect in advance tin1. Trenches located under areas where paving, asphaltic concrete aresponds with controller i �g rvation msetirgs, according to the time concrete will be installed shall be backfilled with sand (a layer 6 be manufactured of polyurethane Behr Desopaid, ye � shall i !�- � strainers at b>,ckflar prevention ullmits ituall be 1251 class cert brass indicated: inches below the pipe and 3 inches above blade letters 2-3/4 inches yellow � color with with 40 !eb morel screen. unless othetwift ncted on clrarrirg. the PiPe) , and compacted in by 2-3/4 inches. ( CHRISTIE TAG OR EQUAL a. Pre-job confer ace - 7 � layers to 95• compaction using manual or mechanical tamping devices. 4. Ali bo�oas shall be permanently marked on tops, designating type of 2.0! � Trenches for piping shall be compacted to equal the compaction of the i � existing adlacent undisturbed soil and shall be left in a firm pan installed therein stenciled in 2 hio, yEU0W letters/nunbers b. Backflow assembly location - 48 haus in9 YEtt,ow, AD. 206H paint or approved equal. A• �IPe: felly antoml+etic operation, capable of operating the ntsmbec of unyielding condition. All trenches shall be left flush with the statiese and c. Pressures adjoining grade. The Sprinkler Irrigation Contractor shall set in 3.04 T96CH y REPAIRS type indicated an �+�• apply line installation and testing place, cap, and pressure test all piping under for to t he (TESTING; 150PSI FOR 6 HOURS) Paving Pr 1. 1111 Nmnlft )wing week' The Owner reserves the right to make temporary repairs as necessa to keep { type in a houej3ng with locking hurled cover. d. Automatic controller location - A. the sprinkler system equipment in • c >>Ihall be scanted 3n electrical pedestal. e. 2. Piping under exist operating condition. The exercise of CQ*XAL wire installation - 48 hours ing walk$ is generale dux in9 boring or this right by the Owner shall not relieve the Contractor of his hydraulic driving. Any cuttingor break by jack bole ib of under the terms of the guarantee as herein concrete necessary shall be performed breaking of sidewalks and/or r specified. 2'� � � �� f. Lateral line and sprinkler installation - 48 hours by the Contractor and paving replaced as a part of the contract cost. Permission to cut or break 3.05 NOlmn SENSIM B=p qW tM= s�rbg-leaded, packless diWhrago activated, normally closed 9• Coverage test - 48 hours sidewalks and/or concrete shall be obtained from the Architect. No Plastic body, equipped with flaw control and hydraulic driving will be permitted under asphaltic concrete paving. A. Locate in field as directed by Dwners Repns6ntatiw and'Cit capabilities wdremre ��• pressusre regulation h. Final site review - 7 days INDICATED ON PLAN. y Representative, AND AS 3. Coordinate installation of piping and wires under paved areas with Be Check the system to ensure that sensors are General Contractor. than four times over a 30 gating correctly, not less B. Elie sosemrroids 24 volt a.c. 4.5 vett mmaxian, SOO milli-amp taancinan surge, 2. when observations have been conducted -day period. adjust or relocate moisture sans �. Stainless steel construction, epoxy encapsulated to form a show made. The in writ by other than the Architect, writing of when and by wham these observations were 4. The install equipment as necessary. � Ing contractor may (but is not required to) install sleeve C. Praride dleeaec volae to permmit operation in the field without 3. No site observations will commence without as-#x:ilt dna,, noted.for future installation of water lines and wires, unless otherwise C• Any relocation of equipment required shall be within 13 feet of origirtel power at the ings. In tint location and shall be a part of the work of this Section. °ontralles<. eve•mt the Contractor calls for a site visit without as-built drawingar E. Assemblies: without completing previously noted corrections, or without preparing3.06 FIELD QLRLIIY ODNil�iQ1 2'u �aL t� ��'� �� � the system for said visit, he shall be r responsible hours, for rtamrbto pow the 1. Routing of sprinkler irrigation lines as indicated on the drawings � A. Adjustment of the Architect transportation his current billing rates per hour, portal to portal, diagrammatic. Install lines (and various assemblies) in such a manner_ A. drawing.$blr3n>klers shall be sisdLr in all resptcts to type noted in legend on costs) for inconvenience. No further site visits as to conform with the details will be scheduled until this charge has been paid and received. PeL Pose• 1. The Contractor shall adjust all sprinkler heads and valves for optian a" 1dw 2. install RD multiple assemblies in plastic lines. Performance and to prevent as much as possible any arerspray onto S. shall hem screw C. Final Observation Prior to Acceptance: assembly with its own outlet. Provide each walks and roadways. No spray is Permitted on buildings. C. 11mmode shall rise a minimum of inches. 1. The Contractor shall operate each system in its entirety for the 3. Install all assemblies 2• if it is determined that adjustments in the irrigation equipment will D. Architect at time of final observation. Any items deemed not specified herein in acoordancr with respective provide r quote Dauer Body shall be ewipped with a built-in check valve. acceptable detail. In absence of detail drawings or s proper and more ode age, the Contractot shall make by the Architect, or not in compliance with these in9 specification pertains to such planting Adjustments include ch specifications and drawings, shall be . reworked to the lets specific items required to complete work, perform such work in in nozzle adjustments sizers or degrees of arc, as required. Y changes 2.12 � � satisfaction of the Architect. complete accordance with best standard practice, with prior approval from Architect. 3. All sprinkler heads shall be set unless otherwise deli perpendicular to finished grades = gear drivenr with pop�tp sprinkler heads. Lawn and shrub type heads 2. The Contractor shall show evidence to the Architect that the Owner has 4. P V.C. pipe and fitti designated on the plans arc] at height and distance shall be a noted in legend. received all accessories, charts, record drawings, and equipment as nye shall be thoroughly cleaned of dirt, dust and frau walks, buildings, etc, as nc�ttl. moisture before installation. Installation and solvent welding required before final observation can occur. Equiwith built-in check valor methods shall be as reccmmended by the pipe and fitting manufacturer. B. Testing of Irrigation sm: 1. pped SYat D. Physical Layout; 5. On P.V.C. to metal connections, the Contractor shall work the metal 1. Test all assure 1 Be Pact circle heeds Shall hamre arc setting as noted. connections first. Teflon t Pr imus under hydrostatic pressure of 150 pounds per 1. All piping Or equipment shown diagrammatically on drawing outside threaded P, ape or approved �l shall be used on all square inch, and pram watertight. FOR A MINIMUM OF 6 HOURS . 2' tel' �'' planting areas &4411 be installed inside V.C. to P.V.C., and on all threaded P.V.C. to metal joints. possible. Ptin9 area whenever Light wrench pressure is all that is required. Where threaded P.V.C. 2• Testing of Pressure` mein lines Shall occur prior to instalLtion of A. Sprinklers shall be similar in all r Connections are required, use threaded P.V.C. adapters into which the electric f Pre re` mvalvi quick couplers or any other respects to type Hated on drawing. Pipe may be welded. might Prevent a proper test frau being mfr an equipment that 2. Prior to installation, the Contractor shall stake out all pressure pe Be Where noted, pop-up type body shall be used, with height as noted in legend supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimum 3. All piping -under paved areas shall be tested an drawing height permitted ted under hydrostatic • 3. All layout shall be by local code. Pressure of 150 pounds C• Body shall be equipped with abuilt-in check volae. �' approved by Architect prior to installation. per square inch, and proved watertight, prior to Paving. 3.03 II�ISTAid�'!ON �. 7. Quick coupling valves: Unless othtmeise indicated, locate valves within 12 inches of hardscape. 4. Sustain pressure in lines for not less than a hours. If leaks .14 !lrJIb`1�tE SENSII4; BaTiPNENP A. General: develop, replace joints and repeat test until entire system is proven A. Provide model as shown on drawing for lawn and ground carer areas. Be Backflow prevention unit and controllers: Verify exact location with watertight. 1. All plastic the Owner's Representative. P Pipe sed fitting shall be installed in oamplete accord S. All hydrostatic tests shall be made only in the presence of the with manufacturer instructions for same. F. Electrical Scpply: Architect, or other duly authorized representative of the CITY . No 1. Provide low voltage rites to each remote control valve controlled by pips shall be completely backfilled until it sensor. 2. If gasket type Pipe and fitting are used, provide concrete thrust tested and approved et writing Inas been inspected, blocks at each charge of direction and at terminal 1. 115 volt ELECTRICAL JUNCTION BOX for autanatic controllers shall be • Z, rubber points to all provided BY DEVELOPER. Length of urdta shall be as noted on drawings. gasket piping. Block in accord with pipe mamwfacturer's 6. Furnish necessary force and all t instructions. P other est equipment. 3. that shall be equipped with central bypass system. 2. Electrical service for pu>sps shall ba, provided as noted on drawing. 7 3. Lire Clemtrarmoe: All lines shall have a minimum clearance of 6 inches When the sprinkler irrigation system is completed, perform a coverage 2.15 VALVE BCD(F5 3. Low voltage wiring shall be placed in the samue ditch and along side of test in the presence of the Architect, to determine if the water Fran each other and from lines of otter trades. parallel lines shall coverage for lent not be installed directly over one another. main lines unless otherwise approved. Planting areas is complete and adequate. Furnish all A. Valve boxes shall be CHRISTV OR EQUAL FABRICATED FROM CONCRETE WITH EDGES OIPPM materials and perform all work required to correct any inadequacies Of IN PLASTIC MATERIAL MADE RESISTENT TO WEATHER, SUNLIGHT AND CHEMICAL ACTION OF SOILS. B. Trenching; 4. When more than One wire is placed in a trench, tape wires together at coverage due to deviations from plans, or where the system has beta maximum 15 feet on center. willfully installed as indicated on the drawings when it is obviously Be Valve box extensions shall be by the same manufacturer as the valve box. inadequate, without bringing this to the attention of the Architect. C. Gate valve boxes shall be round CON 1. systeExcavate trenches to required depths. Follow approved layout for each 5. Provide a 3e inch eVension loop at each connection and directional This test shall be APPROVED before any ground cover is planted. sur or approved equal. am-m boxes with flex lack cora, CHRISTIE �' change THE CITY. 8. Upon completion of each Phase of work, entire system shall be tested 2. Trench bottom shall be flet to ensure piping is supported continuously 6. use a continuous wire between controller and remote control valves. and adjusted to meet site rocuirenents. D. Remote control valve boxes shall be rectangular CDNgrRE boxes, CHRIs'ME �u on an even grade. Except as otherwise approved, do not splice wire at any point. All approved equal, with NON-HINGED LDCKABLE CAST IRON LOS. 39 approved splices shall be enclosed in an acceptable box. !• LOW vogt ltawiring under paving Shall be tested for aro tinuity, prior where lines occur under paved areas, consider dimension to be below to paving. 3_0 EcP1cYn7m the subgrade. 7. Each controller shall be provided with separate ground wire. 3.07 HAII+TP8dk10E ( I80 DAYS AFTER INITIAL C i. PROVIDE ADDITIONAL PILOT WIRE TO FARTHEST VALVE AT EACH CONTROLLER FOR FUTURE USE. ITY ACCEPTANCE 3.01 STTE 4. Provide minimum coverage as follows: G. Automatic Controller: A. The entire sprinkler irrigation system Shall be undsr full autcmatie A. All scaled dimensions areapproximate. Ttte. Contractor shall check and 1.a. PressureSm supply lines (2-1/2 inches and aller): 18 inches Install as per mnanu facturer's instructions. Remote control valves operation for a period of Owen days prior to any planting. shall be contacted to controller in numerical sequence as shown on the verify all size dimensions and.- receive Architect's approval prior to b. Pressure supply lines (3 inches and larger: 24 inches drawings. B. The Architect reserves the right to waive or shot Proceeding with work under this section. ten the operation period. 1�icn-pressure lines: 12 inches 2 Controller shall be mounted inside an electrical 3.08 ��p Exercise extreme care in excavating and work c. pedestal ENCLOSURE.Be tfng Ing near existing utilities. Contractor shall be responsible for damages to utilities which are caused d. Control wire: 18 inches e. Flushing of System: A. Cleat-up shall be performed as each tion of by his operations or neglect. Check existing utilities drag and access dirt raper be removed h portion the site work progresses. Refuse existing utility locations. legs for be browned , all walks and paving shall e. Road crowing sleeves: 24 inches 1. After all new sprinkler Pipe lines and risers are in plx* and or washed down, and any damage sustained to the work of others connected, all necessary diversion work has been completed, and prior shall be repaired and work returned to its original condition. Coordinate installation of sprinkler irrigation materials including Piper C. Backfilling: to installation of sprinkler heads, the control valves shall so there will be NO interference with utilities or other construction or and full head of water used to flush out the al be opened 3.09 �TI1G INSTRUCTIONS difficulty in planting trees, shrubs, and ground covers. 1. Buried pipe in trenches shall be center loaded only until all rervfred ' A. The Contractor shall be required to train crtYs s maim enance tests are performed. Trenches shall be carefully backfilled. with the 2• Sprinkler heads shall be installed only after flushing of the Proper operation of all major Peraomtl D. The Contractor small carefully check all grades to satisfy himself that he excavated materials j equipment. Provide written evidence of the may safely proceed before starting work on the sprinkler irrigation system. Pear, er approved for backfilling, consisting of earth, has been accomplished to the complete satisfaction of the Architect. person or persons so trained to the Architect. sn�' ay, sand, or other approved materials, free from large 3.02 pREPARATRU clads of earth or stones. Backfill shall be mechanically compacted in I. Sprinkler Heads: landscaped areas to a dry density equal to adjacent undisturbed soil A. Water Supply: in planting areas. Backfill will conform. to adjacent grades without 1. Install the sprinkler heads as designated on the drawing and in dips, , li sunken areas, or other surface irregularities. accordance with their respective detail. 1� The Over will 04 new meters. 2. A fine granular material backfill will be initiallylaced on al 2• of lines. No foreign matter larger than P 1 drawings. Iteads Shall � exceed � �� indicated on the DESCRIPTION OF REVISION DATE APPROV. 2. Sprinkler irrigation system shall be connected to water 9n 9e 1/2 inch in size will be ngs• case shall the spacing exceed the maximum recommended of connection as indicated on the drar:ings. Supp Points Permitted in the initial backfill. by time mmwcfac:turer. 3. Connections stall be made at oximate locations as. shown on 3. Architect. Contractor tremx�hes will be permitted only with approval of the J. Valve Bones: CITY OF RANCHO CUCAMONGA drawings. Contractor is responsible for minor changes caused by I. All buried TRACT 1 valves and 3722 actual site conditions. 4. If settlement Deans and subsequent adjustmlents in �iFsent shall be installed with a proper box, sprinkler heads, lawn or ting Ptru valves,r 2. Fill area under box with a minis n of 3 cubic feet of GROVES VII Plantings, or other construction are before box is installed. 3/4" gravel necessary, the Ccntractot shall make all required adjustments without STREETSCAPE cost to the Miner. IRRIGATION SPECIFICATIONS APPROVED BY DATE 3 CITY ENGINEER R.C.E. N6. 22397 DESIGNM fIECOMMENDED R.J.M. DESIGN GROUP INC, r"`B1iS/a8 n.ANNING AND LAMWA►[ARCNIT[CTUR[ J.F.p, DRAWN rmus RAMA&W IT M ROMM mo.CA.""I SGH 240-6600-4 � fjT PARCEL MAP 10185 ___-_OFA__ CHECKED DRAWING NO. is A Ae 57 -4-