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HomeMy WebLinkAbout1969-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS CITY OF RANCHO CUCAMONGA 10500CIVIC CENTER DRIVE CARNELIAN STREET RANCHO CUCAMONGA, CA 91730 OOO ' S/0 PHONE (909) 477-2700 BETWEEN VIVERO ST EET AND 1 FAX49O9) 77-27464 CONACT: JERRY DYER OR CURT BILLINGS GENERAL FUND LANDSCAPE MAINTENANCE VICINITY MAP GENERALNOTES SHEET INDEX L-1 TITLE SHEET L-2 CONSTRUCTION PLAN L-3 CONSTRUCTION PLAN GENERAL NOTES: L-4 CONSTRUCTION DETAILS 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 9. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING L-5 IRRIGATION PLAN e� �, _ , PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE CRITERIA: �+ -+ 5+ cl I �` p ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L V IRRIGATION PLAN �, lsuxn r nru� 4 � • • BETWEEN CITY—MAINTAINED TURF AND CITY-MAINTAINED SHRUB 3 ` u ' 2 C TY ENGENCRIN ER PRIOR O COMMENCING ANYACHMENT PERMIT SHALL BE NWORK. THE AREAE.8"WIDE X I DEEP CONCRETE HEADERS L-7 IRRIGATION D ETA I LS � AI • • BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- SSSTTT�w SMA Sr 3. Alr!WORK SHAL!BE PERFORMED ACCORDING TO CURRENT BETWEEN -8 WIDE X I DEEP CONCRETE HEADERS L••g PLANTING PLAN n CITY STANDARDS AND THE CURRENT STANDARD BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE MAINTE- ���,° -' r # �• SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. NANCE-6'WIDE X 6'DEEP CONCRETE HEADERS BENEATH META!FENCING ADJACENT TO CITY-MAINTENANCE- L-9 PLANTING PLAN Ar b Ater 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR 6'WIDE X W DEEP CONCRETE HEADERS � � I i ' � • ' � � � WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC , LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED • 10. MEANDERING PATH AND ACCESS ROAD LAYOUT,WHERE L-1 O PLANTING DETAILS BY LAW. SHOWN IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO LAYOUT SHALL BE MADE IN THE FIELD,AD ADJUSTED AS EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE Ar UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO PUBLIC WORKS INSPECTOR,PRIOR TO FINAL CONSTRUCTION. + '� ` • a 1 r + WORKING DAYS PRIOR TO CONSTRUCTION. si ° �`-' ■�' ' 11. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE �•■+y -am, °f 8. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT FOLLOWING CRITERIA Sur PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION K a ` a x ' FROM THE INSPECTOR THAT ESTABLISHMENT IS . PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. a ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD 60 '— e � y y DAYS SHALL COMMENCE. SAID MAINTENANCE SHALL ( • PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN —�— ,. + CON�LUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY nt COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH INSPECTOR ANY UNUSUAL TOXICITIES OR NUTRIENT s U,YC +A 77 p . e CITY ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS SHALL INCLUDE WEEDING,IRRIGATION,PRUNING,RAISING TREE DETERMINED BY THE CITY INSPECTOR. ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND ALL PUBLIC TREFS ARE SUBJECT TO INSPECTION AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER ACCEPTANCE BY THE ENGINEERING DIVISION. CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT }w IREPAIRn " NECESSARY TO KEEP THE IIRRIGAI T ON S�TEM N GOOD ADJUSTING PLANS ONLY. L „ ,t„ 1;,. , WORKING ORDER WITH PROPER COVERAGE,REQUIRED PRIOR i . w TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. s u ON 7. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. �`` , v •�' RECOMMENDATION. 8. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER Z 760-438-0525. PROJECT LOCATION N.T.S. MAINTENANCERESPONSIBILITY CONSULTANTS LANDSCAPE ST - ARCHITECTURE r SITE PLANNING DISRUPTION OF EXISTING IRRIGATION/LANDSCAPE to THIS PROJECT IS CONNECTED TO,OR WILL DISRUPT,AN EXISTING CITY-MAINTAINED LANDSCAPED AND IRRIGATED AREA- - 10621 Church Street PRIOR TO ANY NEW CONSTRUCTION,A JOINT INSPECTION AND DOCUMENTATION OF THE CONDITION OF EXISTING AREAS Suite 106 D SHALL OCCUR WITH THE CONTRACTOR,CITY INSPECTOR,AND A CITY MAINTENANCE REPRESENTATIVE. AFTER THIS MEETING, AND AT THE START OF THE NEW WORK,THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EXISTING Rancho Cucamonga LANDSCAPE,AND SHALL MAINTAIN ALL AREAS SHARING THE SAME CONTROLLER AND/OR METER UNTIL THE MAINTENANCE CA 91730 PERIOD FOR THE NEW CONSTRUCTION INDICATED ON THESE PLANS 13 COMPLETE(AS DIRECTED BY THE CITY INSPECTOR). t9091 4$4-2800 A FOLLOW-UP INSPECTION OF BOTH NEW AND EXISTING AREAS IS REQUIRED PRIOR TO THE CITY'S ACCEPTANCE OF THE NEW LANDSCAPE MAINTENANCE AREA. THE EXISTING IRRIGATION SYSTEM SHALL BE ADJUSTED AS NEEDED TO ADEQUATELY WATER THE ALTERED AREAS, ` ' ' FaX (909) 484-2802 DISTRICT AREA AND ANY DAMAGED PLANTINGS REPLACED TO THE SATISFACTION OF THE CITY ENGINEER ACCESS TO THE EXISTING - IRRIGATION CONTROLLER CABINET WILL NOT BE ALLOWED WITHOUT THE CONSENT OF,AND SUPERVISION BY THE CITY. THE Richard Krumwiede CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE MAINTENANCE DEPARTMENT FOR CABINET ACCESS. OESIGN GROUP CA Lie.#2834 AZ Lia #29115 = NV Lie. #446 a LANDSCAPE QUANTITIES . G-0 CA-11fp/]� CARNELIAN STREET(SOUTH of IfIVERo sT) GIM SIZF. a TREES DESCRIPTION OF REVISION DATE APPROVED Brachychiton populneus Bottle Tree 28 15 gallon Platanus racemosa Caldomia Sycamore -21+I'% 15 gallon CITY of RANCHO CUCAMONGA Existing Trees 28 Q-� CARNELIAN STREET #: O SHRUB AREA 35,485 SQ.FT. LANDSCAPE IMPROVMENTS u COBBLESTONE MEA 5W80.FT. BETWEEN VIVERO STREET AND 1000' S/0 .'� DG PATH AREA 760 SQ.FT. VIVERO STREET DG VEHICLE ACCESS ROAD AREA 9,898 SQ.FT. TITLE SHEET TOTAL AREA 43,731 SQ.FT. APPROVED BY: DATE: TOTAL ACRES 1.1 ACRES � AoSCAPE 4 CITY ENGINES RCE No. 2495 um • � y�a OM a 9cy DESIGN ARCHITERRA DESIGN GROUP RE EN (� .•04•• JDD LANDSCAPE ARCHITECTURE to SITE PLANNING 10621 CHURCH STREET, STE. 108 19 DRAWN RANCHO CUCAMONGA.CA 91730 SHEET L_1 -31 J D D (909)484-2800 FAX: (909)484-2802 5��-=`•off .� ' • N.T.S. �q 8`• 0�`P CHECKED DRAWING NO. rF OF Cai� JAE DATE 5/10/01 R!A NO. 2832 1969 ADG # 0415 SHEET OF it x= r ==syyssssys== r s= / ssys==' r sys=ssys=;ss= / PAOIF r =s•=s=s==xysyyx====s= � r �,•l _ _____ .j l sy=yy==== r Uj 2 OO 10- 7740(] G 9 W • 00 8 e-T __ UJ PA S 1 Rv r G 3 00 U PA 1 X00 PA PA .• 9 13 •••. may, _ � :::::::.. :: - �� T `C 5 4 P Colo O Ski �r ° W.Y. �? ,,�1' :.PA IT OF WORK 13 12 P5 11 �/ �1 1� O� 4 �1' 7 ,y BOULDER NOTE: PA 6 CONTRACTOR TO RELOCATE EXISTING ,•''� 2 BOULDE S T NEW LOCATION AS SHOWN • � 14 q�vp 6v�V r 50.0 oF'DiA. -$- �s 14 S• • OO s,• � Y~ ,O CONSTRUCTION NOTES CONSTRUCTION LEGEND o Oak 1 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN ITIS 8'LAYER OF STABILIZED DG wl ORGO BLOCK(800)473728. SEE DETAIL D,SHEET L-4. OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE 2 6'LAYER OF DG. SEE DETAIL C,SHEET L-4. O� BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE FOR ATTENTION NECESSARY HE LANDSCAPE AN V CAPE ARCHITECT. DUE TO A FAILURE OOTR ACTOR SHALL H NOTIFICATION.SSUMEFULL RESPONSIBILITY 3 COBBLE STONE. SEE DETAIL A,SHEET L-4. ALL4 6'CONCRETE MOW CURB. SEE DETAIL 8,SHEET L-4. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND 5 EXISTING BOULDERS SEE NOTE ABOVE. UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST URE S NT F SAID UTILITIES. AN REPLACEMENT O H INCURRED DUE TO DAMAGE D EME EXISTING DRIVE APPROACH LIMIT OF RK 8 S O 3. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS 7 EXISTING UTILITY / REQUIRED. REFER TO IRRIGATION PLANS. 8 EXISTING CURB 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS g EXISTING GUTTER p REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. EXISTING PLANTER AREA NOTE: 5. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE 10 EXISTING SIDEWALK PLANTER AREA TO REMAIN,CONTRACTOR TO AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. i 1 EXISTING STREET LIGHT PROTECT IN PLACE PLANTER AREA. 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT 12 EXISTING PERIMETER WALL CHANGES AND SHARP TRANSITIONS. 13 EXISTING FIRE HYDRANT 7. ALL CURVILINEAR WALKS,CURBS,HEADER BOARDS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING 14 EXlSTINQ SIGN-AGE TO REMAIN,PROTECT IN PLACE. THAT PHASE OF WORK IS -COr1stRj2r.7_L0n4 NoTi FiC T104 staN_PEI? C 1TY sTa. 409 DESCRIPTION OF REVISION 8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE DATE JAPPROVED o DESIGN ELEVATION SHALL TAKE PRECEDENCE. HATCH LEGEND CITY of RANCHO CUCAMONGA 9. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP.. $CAPE 6' LAYER OF STABILIZED DO w/TURF BLOCK a�o�a� thw/�a0�0.114 CARNELIAN STREET ; 6' LAYER OF DG � � LANDSCAPE IMPROVMENTS 7'3na a, * BETWEEN VIVERO STREET AND 1000' S/0 COBBLE PAVING ��� a.�c Q�.Q VIVERO STREET Underground Service Alert rF OR Cp�� CONSTRUCTION PLAN PROVED BY: - - DATE: s// /4( • Call: TOLL FREE CITY ENGINEER2,L RCE No.2495 PLAN CROSS REFERENCES DESIGN ARCIr n— C-81ONGROUP RE N 1 ••80� NING JDD LANDSCAPE ARCHITECTURE ' FOR NOTES AND LEGENDS, SEE THIS SHEET • 10621 CHURCH SSITE TREET,SUITE 106 422-4133 FOR DETAILS,-SEE SHEET L-4 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET L-2 FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS JDD (909)484-2800 FAX: (909)4a4-2802 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 SCALER"=20' CHECKED DRAWING N0. JAF DATE 5/10/04 RLA NO. 2832 1969 ADG # 0415 SHEET OF e � ' r .. 4, r 4 '• t* • „ N.I.C. w PA . --- — . �} r r ------------ N 9 STREET ■ 880+00L!! • CAFIN GLIA_ _ �`T00 _ --______- - --------- to3'-3' r _ 78 i- o - � �� Ty . T. - LIMIT OF WORK U)TP o$ o_-_--- ------ W a 3 LIMIT OF WORK r ' UJ s a Z r - 9 t' -v aw/ _. r (Rou.ED CURB) 9 PA 4G? _ _ - - w�4 PA - PAUj r = - 3 ` t2 ` r Cl/�j�T PA IMT of w°FtK o� woR L - k _ r 4 r 4 r _ 10 CONSTRUCTION LEGEND 1 6"LAYER OF STABILIZED DO w10RCO BLOCK(800)473.6726. SEE DETAIL D,SHEET L-4. 2 6"LAYER OF DG. SEE DETAIL C,SHEET L-4. 3 COBBLE STONE. SEE DETAIL A,SHEET L-4. 4 6"CONCRETE MOW CURB. SEE DETAIL B,SHEET L4. 5 EXISTING BOULDERS TO BE RELOCATED PER PLAN. 6 OMIT 7 OMIT a0 EXISTING CURB 9� EXISTING GUTTER 10 EXISTING SIDEWALK 11 EXISTING STREET LIGHT 12 EXISTING PERIMETER WALL 13 EXISTING FIRE HYDRANT 14 EXISTING SIGNAGE TO REMAIN,PROTECT IN PLACE. DESCRIPTION O F REVISION 0 ._f,Q,9S'T9Vf.TIoV _NQT1fl CArIOA) 616W Pt ft CITY STO 409 DATE APPROVED HATCH LEGEND �pNDSCAPIe � CITY of RANCHO CUCAMONGA 1:2adv w,@a° 9�,► 6" LAYER OF STABILIZED DG w/TURF BLOCK CARNELIAN STREET 3 LANDSCAPE IMPROVMENTS LAYER YER OF DG * e °a° * s-�' �0 44 BETWEEN VIVERO STREET AND 1000' S/0 Date ��Q VIVERO STREET COBBLE PAVING �rF OF C pL���Q Underground Service Alert ® CONSTRUCTION PLAN g _ APPROVED BY: - - DATE: • Call: TOLL FREE � 2J _ � o.2405'2� CITY ENGINEERRCE `��il,� •� DESIGN AC ESIGNGRO UP REC1 800 PLAN CROSS REFERENCES LANDSCAPE ARCHITECTURESITE I E NING 10621 CHURCH STREET, SUITE 108 422-4133 FOR NOTES AND LEGENDS, SEE SHEET L-1 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET FOR DETAILS, SEE SHEET L-4 J D D (909)484-2800 FAX (909)484-2802 L-3 TWO WORKING DAYS BEFORE YOU DIG FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 SCALE:1°=20' CHECKED , DRAWING NO. TING PLAN SEE SHEET L-9 JAF DATE 5/10/04 RLA N0. 2832 1969 FOR CORRESPONDING PLAN , ADG # 0415 SHEET OF i i SET DECOMPOSED GRANITE COBBLESTONE --2%INR.OA RAT SIDE UP FLUSH WITH ORCO BLOCK. i°PCC MOW CUflB CASE 1 PER CITY STD.534 MORTAR T00L MORTAR JOINTS SIDEWALK 1/Y-1' TO ACCENT COBBLE OR CONCRETE COBBLESTONE \r HEADER HARD9CMORTAR EVEN +Mill CURB N D WALK - I 2 XMINIMUNDERNEATH CONCRETE TBED ON UNDERNEATH COBBLESTONE NCRETE HEADER'1!Z'RADIUS zr BOULDER ®EXPOSED EDGES d FINISH PER PLAN CASE (LOCATE PER RM E MIN.SOIL COBBLE AT SIDEWALK OR CURB EDGE OF oOBBLE 1'IN LAWN (INSTALL AT GRADE LEVEL AT SWALE .,_ _ :._ _ •_= COBBLESTONE I CROSSINGS) ,. :. a. v ,c' 'o.. :�: •: b:: : .:. tr OR 8r END CONDITION .� t. FINISH GRADE > :. ;:4 EE NOTE 1 2 3 ..•:'.� •:, .: =�. .=°-s4- ":p .-�a. gib•_.. ... . 3 v2 MINIMUM 6'a -Q. s...-Q.. d.6• . 6_ ¢. ¢.Q ¢-Q 4_w 3 ..".. . Me CONCRETE BED T ♦ ::�d��+.s: v d:y _•."dy�V":: ti dy�l'.7 y�d:yA�O .` IT &sa+ i 3;C d:V btv- d:o K 24,It p K CASE l j rMAIL N MORTARED STONE SWALEDEPT •�, RE-BAR CONTINUOUS q (UNLESS OTHERWISE INSTRUCTED) 3 4 3 COBBLESTONE CONCREFE 9 CONCRETE BED VU 3 MR OUB vLEGENQ: BENEATH COBBLE SEEABOVE DETatl C1� ORCO TURF STONE BLOCK UNIT FILLED TO TOP OF RINGS WITH CLEAN STABILIZED DECOMPOSED GRANITE a CURB d GUTTER FOR EN CONDRK)N 2'MIN.14'MAX RAD. •-. COMPACTED. STABILIZED DECOMPOSED GRANITE AVALIBLE THROUGH GAIL MATERIALS(909)279-1095 COLOR DYE 3 4 RIGHT GOLD(DARK BROWN). LEGEND: 2. 3'THICK COMPACTED DECOMPOSED GRANITE(90%)w!STABILIZER,FOR LARGE ACCESS TRUCK. V PCC Mow CURB PER PA • % CITY STD.534 '.;.. ; O FINISH GRADE'ADJACENT PLANTING OR TURF AREA 3. 6'WIDE X 6'DEEP CONCRETE MOW CURB EDGE RESTRAINT WITH#3 REBAA SET IN MIDDLE CONTINUOUS. :�; = ;. •=;: '.:; ;:"'t'=. PROVIDE TOOLED TOOLED SCORE JOINTS MAX.10'O.C. a roun.14 W.RAD. .'• _:.:.• .+ _ Q CONCRETE MOWSTRIV. SEE DETAIL.Q SHEET NOTES SIDEWALK HARDSCAPE NOTES: O 3'THICK LAYER OF 314'CRUSHED AGGREGATE GRAVEL PAVING. 90%MIN.COMPACTED NATIVE SUBGRADE. 1. CONCRETE CLASS 520-0-2500. JOIN AT RIGHT ANGLES(TYP4 1. PROVIDE SCORE JOINTS AT 10'-0'O.C.AND 318'EXPANSION O COMPACTED NATIVE SUB GRADE 2. ROCK SIZES.UNLESS OTHERWISE SPECIFIED,SHALL Be JOINTS AT 20'0'O.C. COBBLESTONES: ES:MAX=Nun. IL 2. W WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND COBBLESTONESt nGA1Y-MIK b"WITH ONE flAT SIDE O#3 RE-BAR CONTINUOUS. SHA & BOULDERS SHALL HAVE 14 EMBEDMENT,COBBLES LL HAVE N EMBEDMENT. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'O'MORTAR.1 PART CEMENT PRIVATELY MAINTAINED AREAS. TO 2-1/2 PARTS SAN(2000 PSI PORTLAND CEMENT CONCRETE.(NO'DRY-PACK IS ALLOWED) 3. CONCRETE TO BE 520 2500 MIN S A SAMPLE AREA.MIK 40 SQ FT,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO & PROCEEDING W..H REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. J. ROCKS SHALL BE SMOOTH.ROUNDED ANFREE OF OBJLICTIONABLE DISFIGURATIONS&EXCESSIVE IRON CONTENT. 0. ALL COBBLESTONE AREAS SHALL HAVE x K CONCRE HEADER AS AN EDGE AT PLANTWQ a ROCKSCAPE SHOULD FOLLOW GRADE W WERE SLOPESEXIST AND MAINTAW A 2%MIN.AT ALL TIMES WITHIN THE R.Q.W. RIVER WASHED GRANITE COBBLESTONES „ CONCRETE HEADER GRAVEL PAVING w/ MOWSTRIP TURF BLOCK w/ CONCRETE CURB mummmommom #542 SCALE: N.T.S. #534 #534 SCALE: N.T.S. SCALE: SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE: SCALE: SCALE: SCALE: SCAAE Um w/o a 9�y v W n gna -1-31 3 -04 Date 9T OF C DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA CARNELIAN STREET LANDSCAPE IMPROVMENTS BETWEEN VIVERO STREET AND 1000' S/O VIVERO STREET CONSTRUCTION DETAILS PROVED BY: - - DATE: dI CITY ENGINEER / .rr RCE No. 24953 DESIGN ARCHITERRA DESIGN GROUP REC D �In❑ LANDSCAPE S EPlARCHITECTURE NG 10621 CHURCH STREET,SUITE 106 SCALE: SCALE: SCALE: SCALE: ,CA 91730 DRA DDN (9s)488-2 00CUCFAX_ )484-2 02 SHEET L-4 CHECKED DRAWI G NO. JAF DATE 5/10/04 RLA NO.2832 1 9 ADG # 0415 SHEET OF i �r XERISCAPE ASSESSMENT SYSTEM SUMMARY PROPOSED MAINLINE NOTE: ,_:_____'• * TRCONTRACTOR TO PLACE MAIN LINE WITH IN PLANTER ACT 15724 LANDSCAPE IMPROVEMENT` ■ AREA. SHOWN FOR GRAPHIC CLARITY ONLY. ''_ ••• ■ REFERENCE CLAIMED CONTROLLER NOTE: ___'_ __._- .• r POINTS (Sheet T I CONTRACTOR TO INSTALL NEW CONTROLLER AND CONCRETE PAD TO REPLACE EXISTING CONTROLLER. AUTOMATIC 11. IRRIGATION(Point Value) IRRIGATION CONTROLLER TO BE PEDESTAL-MOUNTED, MAKE AND ,,______ • 1. Low gallonage irrigation s stem. 20 20 L-1111.1 MODEL AS SPECIFIED ON IRRIGATION LEGEND. SALVAGE a,a=== r 9 9Y ( ) EXISTING CONTROLLER AND CABINET TO CITY YARD, CHRIS GILLI. == ,== 314• r 2. Automatic controller.(20) 20 L-1/11.2 ,a= �" ■ •''• �[� = saa:a: ___' 314' 11/d' 314' ■ 3. Designed to water plants by watering needs.(10) 10 L-1111.3 TYPICAL SLEEVING NOTE' wA,"� 0j: W O 4. Soil moisture sensors.(10) - - CONTRACTOR TO SLEEVE ALL NEW MAIN LINE,CONTROL WIRES, ::_ _' ' ■ 5. Rain sensors.(5) 5 L-1/11.4 AND LATERAL LINES WHERE EVER THEY CROSS UNDER =-a•===='`a• 11/4' 1. 314' �A 1114• HARDSCAPE. __ 8. Wind sensors.(5) - __" __ -- = a ,a-• °� 1• 31q' 314" 3J4' 314• so `" . / so 2 !-1/11.5 ,y r 7. Sensitive to slope factors.(5) 5 - - O -1 8. Reclaimed or recycled water.(5) - �', ala' . _- _ ais „ / " / / r Uj __' 314' �. 3/4' / / '� / / ■ T 3/a' 314 / ♦ ♦ / / / B-2 32■ .Y Total Points Claimed: - 60 3�� 1. 1/a•: ___ _ °� �) : �- 1' ud 2 / / 0, 11/2" ■ (Minimum Points Required: 60) ��. ___,:____ 3/40 Ive ♦ 10 ♦ so of 0 B-13 35 77400 = 1 io ,• , ♦ ♦ B-3 17 11/2" - - -'" U.� Off, _____ ,• � ♦ ♦ 1" 76+00 _ r (� O� _______ Ila ,a' �/ r._---- G _ = a 1114' ♦ ♦ ♦ ♦ ' ♦ B-12 20 "��V� - ■ Uj 11/41 , S ♦ 10 11/40 ■ 112B-4 28 �/� ■ a 314 �4 �4' " • 1,11' 11/4" ' V •S; .4 ==4, 314' 9 g ♦ • ♦ ♦ B-11 34 `_ �/ A-8 27 ----� 3r4• Q 3rd• ♦ 11/2" •�` 1/4" 314' S .:= 314° ♦ ♦ 3l4 314 ■ 9 ♦ 314' 314' 1' 314' 314' 1112' �4 , , 314' O -14° 314' 9 .- `, A-5 32 314 y4, 314' 314• 314 ♦ ♦ i •I u 3!4' 1112' 1 ■ 3/4' ♦ QQ 11/2 314 314• 314' d■ , 314' 314 ♦ ��:, 314' M'�'--� � . �,/� 0 a�:=` ♦ ® " _,�` 31a' Iva 31a• 31a° XER. REF. II.3 "' ■ P 1 ® s t ® ♦ 4'' 3/4' y y ♦ 11/4' / _ �R8 314' 3r4' XER. REF. II.5 4.,,, t va' 40 ♦ B-3 12 iyG 1, 4' 0 �IIa ■ Y ' lR� 314• � ,,, �s 0 �, °'' , 0 1 1° 314' 1 = "0 � ' _ ~4. 11/4' i , / 314' 1' � - s ,•.• .•- 1114' � � � ,: ,,1' � , � .i &! s iii�,,•� 1 . :ii a "'" -.. 1114&'Y;• 1114 , ♦ , B-10 35 1114 a' r / �1 91 �' `� A-9 34 L/ .••• sz' -0 Iva• 11/2" ara" •••' O !'O � 31a' O Cei 314 s9 A '• 1 4 1 2 B$u 3 � 1' • 314' 112 �� ` A-3 37 �� ;t; '` 1• 11/2 3r 11/2" �� ,,,• �, ala° " B-9 34 ' iva' 3I°' �. M�-� Q VyORK A-8 34 1114 s a' io 0 � f 1/2° � 314 � p3re i �. � � :. �-• f/4" A-4 35 3 ` 1114 3 4' 4, / s� 112 .e''• ard' iol ♦ 1" , ' ♦ A-7 27 t4• 1 314' � 314' 31a 3r4 .40 1s B-8 21 4 9y• Q� n' 314 �► 4 11/4° 00 EQUIPMENT MODE DESCRIPTION x IRRIGATION NOTES. IRRIGATION LEGEND �2t� EXISTING 2 WATERMETER '•° EXISTING BACKFLOW 'y •4' 314 ®�14 V4' 1. BACKFLOW PREVENTION DEVICE SHALL BE COVERED WITH A COAST GUARD SHACK MODEL/CGS-SS SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS Q.P.M. P.S.I. ( � EXISTING MASTER VALVE ENCLOSURE. � o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 0.20 30 EXISTING FLOW SENSOR 2. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN WILKENS 500 SERIES 2 PRESSURE REGULATOR CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY �' RAINBIRD 1812 SAM PRS EVAN POP-UP-SPRAY HEAD 5' 0.37 30 ' c. CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. • RAINBIRD 1812-SAM-PRS-BH POP-UP-SPRAY HEAD g 0.50 30 04 NIBCO T-113 LINE-SIZE GATE VALVE � 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO )1( RAINBIRD 1812-SAM-PRS-BF POP-UP-SPRAY HEAD 8' 1.00 30 ® RAINBIRD EFB-CP-PRS-D REMOTE CONTROL VALVE, SIZE AS SHOWN. COMMENCEMENT OF ANY WORK ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TOTHE CITY. O RAINBIRD 33DNP QUICK COUPLERS EVERY 150 O.C. 4 RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' 0.70 34 /�/ 4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES PIPES AND XER. REF. CALSENSE ET2000-40-LR-RRw/ 40 STATION PEDESTAL MOUNT CONTROLLER WITH IN A !`/4 �T STCITRUCTURES, AND ANY DAMAGE L TAKE SOLE SAID UNDERGROUND RESPONSIBILITY LITYFACIOR THE REPAIR/REPLACEMENT,AT NO COST TO THE IG RAINBIRD 1812-SAM-PRS•100 POP-UP-SPRAY HEAD 10' 0.40 30 II.2&II.3 TP,TP110 LR DOME STRONGBOX ENCLOSURE SB-24SS/l 20V 0 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 0.80 30 �B CALSENSE ET2000-40-LR-RRw/ 40 STATION PEDESTAL MOUNT CONTROLLER WITH IN A rY0/Q/� 5. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH TP,TP110 LR DOME STRONGBOX ENCLOSURE SB-16S3 / '\ MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL APPROVED CL. 315 PVC EXISTING MAINLINE, SIZE AS SHOWN, MIN. COVER 18" - USE CONSTRUCTION. - - PRAY HEAD 10' 0.80 30 CL. 315 PVC FOR 2"AND LARGER. i 1812-SAM PRS-10VAN POP-UP-SPRAY RAINBIRD 00 6. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPI .` PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12" 1.30 30 " APPROVED CL.315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"- USE CL. 315 PVC SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER FOR 2"AND LARGER. L ADJUSTMENTS SHALL RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE AL O TTOTHE CITY. APPROVED SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN, MIN.COVER 12" BE MADE AT NO ADDITIONAL COS A s. LIMIT OF WO K � RAINBIRD 1812�AM-PRS-I2VAN POP-UP-SPRAY HEAD 12' 0.70 30 EXISTING VALVES NOTE: ( 7, INSTALL ONAE!(11)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE == = APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, CONTRACTOR LVES AND REWIRE PLACE A SPLICE#14 GAUGE DIRECT EXISTI WIF�81=� SCONTROL TRIPS W VALVEENGL ( C ON RRIGBRANCH. TION. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, INSTALL TERMINAL it RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 UNLESS OTHERWISE NOTED / PLUS(4)SPARE WIRES AND CONNECT TO NEW CONTROLLER. 81 IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK TURF)AND 2 INCHES OF m RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAY A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5.00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. RAINBIRD 1812-SAM PRS-1 SVAN POP-UPI-SPRAY HEAD 15' 0.90 30 EXISTING VALVES NOTE: 91 THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. K RAINBIRD 1812-SAM-PRS 220-SS POP-UP-SPRAY HEAD 22' 0.81 30 CONTRACTOR TO PLACE A SPLICE BOX TO PICK UP THE EXISTING (18) THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY VALVES AND REWIRE WITH(18)#14 GAUGE DIRECT BURIAL WIRES THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL -16- RAINBIRD 1812-SAM-PRS 22H-SS POP-UP-SPRAY HEAD 22' 1.61 30 PLUS(4)SPARE WIRES AND CONNECT TO NEW CONTROLLERS. BE BROUGHT TO THE ATTENTION of THE CITY. 10. AUTOMATIC CONTROLLER TO BE A(CA'LSENSE ET2000-LUR w[II TP 110 w1LR1RR ANT.ANTENNA PORT RAINBIRD 1812-SAM-PRS 220-SS POP-UP-SPRAY HEAD 22' 3.22 30 (NSTALLED ANTENNA PORWITHIN (EPDXY-FILLED)ON TOP OF THE ENCLOSUEL PER PLAN RE PER MANUFACTURER SPEC F A K)NS AND AEECTRICAL ENCLOSURE. MOUNT TTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. DESCRIPTION O F REVISION DATE APPROVED 11. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE CITY o f RANCHO C © PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. �pNgSCAPde q 12. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. °�RSA' r11 wi�a��cy�� CARNELIAN STREET 13. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER v HEAD IS 114'ABOVE FINISHED GRADE. 3 W -� LANDSCAPE I M P ROV M E NTS * far BETWEEN VIVERO STREET AND 1 000' S/O new ae 97-1 VIVERO STREET sA .. P J► Date UndergroundAlert �rF OF CINX IRRIGATION PLAN Service e PPROVED BY: Q . • , DATE: �!7 REFERENCES CITY ENGINEER J�W&d RCE No.2495 0 o Call: Toll FREE VALVE SIZING KEY PLAN CROSS REF ARCHITERRADESIGN GROUP DESIGN jDDLANDSCAPE ARCHITECTURE RECOMWp 1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET •' 10621 CHURCH STSITE REET,SUITE 106 >, VALVE # 1 10•-GPM 4�2-4133 FOR DETAILS, SEE SHEET L-7 PRAWN RANCHO CU0 FAX: (A, )4 4-2 SHEET , 3/4" VALVE SIZE FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS JDD (�9)484-2800 FAX: (909)4842802 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-1 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-8 SCALE:1"=20' CHECKED DRAWING N0. JAE DATE 5/10/04_ RLA NO. 283211969 ADG # 0415 SHEET OF . L . O lo r, O - ' 4' : / y 3(4 3/44' 314' N.I . • / V4„ / 314' 31 4•J 7 -- / V4. 11/4 y f^ r r r i 116rwrrrr STRE 81+00 rB-14 31 B-1" _ _ �}-0-0- _ -------- 37 1/2" 11/2 CARNELIAN _ 00 _ �~ T • _ 78+00 -- - LIMIT OF WORK U)7_?4D_ _ ---- UU / LIMIT OF WORK •. • 4 4 ' r � � ..+ - / (ROLLED CURB) ; -_ tis ■i,. 3(4' 3i4' 4' sya a r 314 314 r O • �„ : � � � � 3l4' Y m 0r r '' ••■ 0 U / 4• ax as ag 314' y■ 11/4' 'j �x „_ p 34' aimp / ., moi - ��- - - - - - ' 3J4' A-1 Q 31 ; / •, - - - -' 1' 3/4- y RK 11/2" L1M/�-O � •.� /4 1V4' 1• r s �° r L��►1T Or W r' WOE 1Yi T YV k 314' 4' r � r r r � .. •.■■■■■• as A-10 25 Q � � 3 � u2" M .A A-2 32 TYPICAL SLEEVING NOTE: EXISTING VALVES TO BE REPLACED POINT OF CONNECTION NOTE: CONTRACTOR TO LOCATE EXISTING 4 VALVES AND • :' CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY 1/2° CONTRACTOR TO SLEEVE ALL NEW MAIN LINE CONTROL WIRES AND WIRES TO CONTROLLER AND REPLACE. : DOWNSTREAM OF EXISTING 2"DOMESTIC WATER METER(BY LATERAL LINES WHERE EVER THEY CROSS UNDER HARDSCAPff. OTHERS).NEW 11/2' PRESSURE REGULATOR, EXISTING BACKFLOW AND EXISTING MASTER VALVE.REFER TO UTILITY PLANS FOR MORE INFORMATION. EXTEND PRESSURE MAINLINE TO VALVES AS SHOWN. EXISTING STATIC PRESSURE: 111-125 P.S.I. SYSTEM DESIGN PRESSURE: 78 P.S.I. MAXIMUM G.P.M. DEMAND: 38 G.P.M. CONTROLLER NOTE: CONTRACTOR TO INSTALL A NEW CONTROLLER AND CONCRETE PAD TO REPLACE EXISTING CONTROLLER AND PAD. AUTOMATIC IRRIGATION PRESSURE LOSS CALCULATION IRRIGATION LEGEND EQUIPMENT MODE DESCRIPTION CONTROLLER IR IG PEDESTAL-MOUNTED, MAKE AND MODEL AS ;1�1; EXISTING 2'WATER METER SPECIFIED ON IRRIGATION LEGEND. SALVAGE EXISTING CONTROLLOR AND CABINET TO CITY YARD, CHRIS GILLI. PROJECT: Camelian Street, South of Vivero Street BY: JDD EXISTING BACKFLOW STATIC PRESSURE HIGH: 125 PSI LOW: 111 PSI SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. SOURCE OF INFORMATION: Raymond EXISTING MASTER VALVE Y... SUPPLIER: Cucamonga Valle Water District o RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' 0.20 34 PHONE NUMBER: (909) 298-6900 -�� EXISTING FLOW SENSOR VALVE STATION/GPM: STATION: B-1 GPM: 37 RAINBIRD 1812-SAM-PRS 6YAN POP-UP-SPRAY HEAD 5' 0.37 30 WILKENS 500 SERIES 2' PRESSURE REGULATOR • ITEM: P.S.I. LOSS: RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' 0.50 30 N NIBCO T-113 LINE-SIZE GATE VALVE �( RAINSIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD I! 1.00 30 ® RAINBIRD EFB-CP-PRS-D REMOTE CONTROL VALVE, SIZE AS SHOWN. WATER METER 2" @ 37 GPM 1.10 PRESSURE REGULATOR: 11/2" @ 37 GPM 4.00 RAINBIRD 1812-SAM-PRS-8YAN POP-UP-SPRAY HEAD 8" 0.70 34 RAINBIRD 33DNP QUICK COUPLERS EVERY 150 O.C. BACKFLOW DEVICE SIZE: 2' @ 37 GPM 13.00 /G RAINBIRD 1812-SAM-PRS•100 POP-UP-SPRAY HEAD 10' 0.40 30 CALSENSE ET2000-40-LR-RRw/ 40 STATION PEDESTAL MOUNT CONTROLLER WITH IN A MASTER VALVE: 11/2' @ 37 GPM 1.49 TP,TP110 LR DOME STRONGBOX ENCLOSURE SB-24SS/120V GATE VALVE(S): 2 2" @ 37 GPM 2.00 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' 0.80 30 CALSENSE ET2000.40-LR-RRw/ 40 STATION PEDESTAL MOUNT CONTROLLER WITH IN A MAINLINE (CL. 315): 2" 1011 L.F. @ 37 GPM 11.22 TP,TP110 LR DOME STRONGBOX ENCLOSURE SB-16SS AUTOMATIC VALVE SIZE: 11/2" @ 37 GPM 3.71 RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 LATERAL LINE SIZE 3J4" 31 L.F. @ 8 GPM 1.69 - APPROVED CL. 315 PVC EXISTING MAINLINE, SIZE AS SHOWN, MIN. COYER 18'- USE 1" 15 L.F. @ 15 GPM 0,55 + RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' 0.80 30 CL. 315 PVC FOR 2"AND LARGER. 11/4" 14 L.F. @ 24 GPM 0.38 v RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 1? 1.30 30 - - - APPROVED CL.315 PVC MAINLINE, SIZE AS SHOWN, MIN.COVER 18'- USE CL. 315 PVC 2" 8 L.F. @ 37 GPM � FOR 2"AND LARGER. O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 34 3 APPROVED SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN, MIN. COVER 12- * RAINBIRD 1812-SAM-PR&12VAN POP-UP-SPRAY HEAD 12' 0.70 30 DESCRIPTION O F REVISION APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, DATE APPROVED IRRIGATION HEAD PRESSURE: 30.00 JF RAINSIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 16 1.90 30 UNLESS OTHERWISE NOTED SYSTEM LOSSES SUBTOTAL: 69.10 CITY o f RANCHO CUCAMONGA FITTING LOSSES (10°10 OF SUBTOTAL): 8.91 m RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 34 �pN9 ELEVATION LOSSES/GAINS (ELEV. X .433): 0.0 RAINSIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 16 0.90 30 ado �um0g � TOTAL SYSTEM LOSSES: 69.10 RAINBIRD 1812-SAM-PRS 220-Ss POP-UP-SPRAY HEAD 2z 0.81 3o v aw CARNELIAN STREET AVAILABLE PRESSURE (LOW): 111.00 3 0 DEFICIT OR (+) RESIDUAL PRESSURE: (+)20.00 .V- RAINBIRD 1812-SAM-PRS 22H-S3 POP-UP-SPRAY HEAD 22! 1.61 30 *- � T * LANDSCAPE I M P ROV M E NTS NOTE: CONTRACTOR TO SET PRESSURE REGULATOR AT 91 PSI AND FIELD RAINBIRD 1812-SAM-PRS 220-SS POP-UP-SPRAY HEAD 22' 3.22 30S=fie -=off- BETWEEN VIVERO STREET AND 1 000' S10 ADJUST AS NECESSARY. Date 9TF'�'j. �P 0F C p� � VIVERO STREET pQ► Underground Service Alert IRRIGATION PLAN •' . APPROVED BY: o , DATE: o Calf: TOLL FREE CITY ENGINEER RCE No.2495 VALVE SIZING KEY PLAN CROSS REFERENCES DESIGN ARCHITERRA DESIGN GROUP REC M ED 1-800 LANDSCAPE ARCHITECTURE ,� •� JD ioa21 CHURCH STSITE REET, 422-4133 VALVE # 1 10 GPM FOR NOTES AND LEGENDS, SEE SHEET L-5 DRAWN CA SUITE 106 RANCHO SHEET FOR DETAILS, SEE SHEET L-7 JDD (9 484-2800 FFAX: (09)8 2-8°02 L-6 TWO WORKING DAYS BEFORE YOU DIG VALVE SIZE FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 SCALE:1"-20' CHECKED DRAWING NO. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 JAF DATE 5/10/04 RLA NO. 2832 1969 ADG # 0415 SHEET OF i BRASS WYE STRAINER 24' STRONG BOX MODEL No, STAND ALONE CONTROLLER WITH ANTENNA COAST GUAF�SFIACK ENCLOSURE WITH 60 MEQ SB 24SS/120V. LR-DOME ANTENNA PORT MODEL NO.OGS MONEL SCREEN EPDXY FILLED LOCATED ASSEMBLY PREVENTER a o COAXIAL CABLE OUTSIDE OF BOX I NSTALlAT10NlLOCATION NOTE: PER CITY AND CALSENSE NIPPLE-TYPICAL :51 NO PLASTIC VALVE BOX d ENCLOSURE TO BE GROUNDED PER REPRESENTATIVE r. - .. ,. - • .. .. (4)PLACES 4,- COVER ETCHED'IRRIGATION GATE' LOCAL CODE.GROUND ROD TO BE CALSENSE CONTROLLER. I 1 (CARSON OR EQIIAla INSTALLED INSIDE ENCLOSURE,ON CONTROLLER SIDE. MODE!NO.PER PIANS E a"ri INISH GRADE INSTALL CALSENSE INSTALL CONDULETTE Wl FINISH TP 110 DEEP WP 7 BOX 1 fl THICK X 12'WIDE u UNION—�. CO SRETEANUF�R VARIES PRESSURE REGULATOR SLOPE EI DRAIN AT MINIMUM tae " 10 X S 8'X 8'CONCRETE 120 VOLT DUPLEX ® HARNESS _ I=— �' ' FOOTING!INSTALL A MINIMUM OUTLET(GF{) $ —III I I--III _I i OF 3'ABOVE GRADE AND SLOPE TERMINAL STRIPS TO MATCH BALL VALVE-1 1/Y OR SMALLER WITH •- I•° •2 e m TOP TO DRAIN AT MINIMUM OF tae CONTROLLER SIZE. SEE LEGEND FOR MODEL 1 STAINLESS STEEL HANDLE N0.AND BRAND. °. . RESET _ 12"1 1 FINISH GRADE m NON-SWITCHED 2 3 =T I I=1 1dads 4 REQ SLEEVE FOR RESILIENT WEDGE GATE VALVE-EPDXY W COMMON WVC CONDUIT WIRES IN WHEN LL 13 TRIPPED, TRANSIENT TP-1 CLEAN BACKFILL. - SEE COATED,7 OR LARGER WITH?OPERATING .- 9CH 40 PVC CONDUIT. IT SHALL NOT INTERRUPT TRANSIENT PROTECTION BOARD SPECS FOR MATERIAL. GH _ �''^-� n^ 9OX COMPACTION REQUIRED I i a• :%i!as f •' r CONCRETE PAD NUT VALVE 120 VOLT WIFE IN RIGID STEEL g• POWER TO CONTROLLER. �` II I (pE ( CCqqpp�� NO OPEN ELECTRICAL WIRING FROM WATER SOURC NIPPLE-TYPICAL 0 POWER SIDE OF�GABINET. 9�D SPS)) -III I— (2)PLACES SHALL BE IN CONTROLLER WATERTIGHT CONNECTIONS ON MOUNTAREA i I-- SIM COMPACTION SCH 40 PVC MALE ALL CONNECTIONS SHALL BE -11 I I I •8 REQUIRED ADAPTOR 3' 3' ALL ELECTRICAL CONNECTIONS CONNECTIONS. ENCLOSURE 4TRENCH - f NON-PRESSURE NAKPIPLATE LINE: SCH. 40 SNAKE PIPE IN WATER TIGHT"OUTDOOR TYPE' TO METER__ i FLOW �• 18' 10 I PRESSURE SUPPLY UNE: _ • i HEAVY DUTY WEATHER RESISTANT LR RR DOME ANTENNA PORT LOCATED NOTES _ SCH 40/CL 31 SNAKE ,• . OUTSIDE OF BOX. 1. INSTALL CONTROLLER PER MFQ PRINTED INSTRUCTIONS AND PER LOCAL I I I I I of PIPE IN TRENCH LINE TO SYSTEMS PHOTO ELECTRIC SWITCH FOR SECURI f LIGHT CONTROL AS REQUIRED PER PLANS INSTALLATION/LOCATION PER CODES LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR — CONCRETE THRUST BLOCK ELBOW SEE ELECTRICAL.PLANS FOR ADDITIONAL ® n FORA > E 14A I CHRIS ATI (90�205 8600 PRIOR TO CONSTRUCTION. {—I FOR ANTENNNA INSTALLATK) 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN t— — CONTROL WIRES - BUNDLE PER CCWD STANDARDS TYPICAL(4)PLACES • r• INFORMATION• ' a' SEQUENCE OF REMOTE CONTROL VALVES _ AND TAPE AT 15' O.C. AND IJ-4- ELECTRIC METER PER SCE I FIUN ONE EXTRA WIRE(COLOR ORANGE)TO FARTHEST RCV ON EACH —III — I I�I INSTALL ADJACENT TO RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY CALSENSE CONTROLLER MODEL No. BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE -I(I—I — — — I PRESSURE SUPPLY UNE WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH PER PLANS REFER TO CONTROLLER _ WIRE AT THE ENCLOSURE OCWD PRIOR TO CONSTRUCTION. • INSTALLATION STANDARDS ti 4.COMMON WIRE TO BE WHITE AND CONTROL.WIFE TO BE RED OR RED I,,I�'!' I if Tl'P. _ PROVIDE Ir MIN. OF SAND OR NOTES '. : S. NSPPLIICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE BEDDING AND SFw D01NG O S SECURITY LIGHT.TIMER REQUIRED 1. INSTALL PER LOCAL CODES PER PLANS SE g ECTAL CONTROL 2 EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'FROM ANY PLANS FOR MORE INFORMATION tl L R DOME ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO STRUCTURES OR HARDSCAPINO 3(4'WASHED CRUSHED 24' g GROUND ROD (DR)AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER MEN EN UNIT IS NEXT TO A STRUCTURE E. .) AGGREGATE BASE p WALL,BUILDING#ETCFINISHSYSTEM PRIOR TO ACCEPTANCE. MOUNT TEST DOCKS ON OPEN OR NON-STRUCTURE SIDE dTADE ' " ' " 2a• 120 VOLT WIRE IN RIGID 1. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE NOTE: 4. ORIENT UNIT PARALLEL TO STREET. NOTES` • STEEL CONDUIT(PER 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX S . • .• /, LOCAL CODE) 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 11Y' MIN. DEPTH Q DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 2 INSTALL CONTROL VALVES A MIN.OF 17 FROhL STRUCTURES OR HAI�9CAPIN(i • ° •� 1 Jr AND LARGER 2d MIN. DEPTH DISIMIUIR METALS & INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS T.VALVE PER STD.518 REQUIREDC BEFORE BACKFLOW PREVENTER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE IST OR LARGER S. PLACE AGGREGATE PROS TO INSTALLATION OF VALVE BOX. S. ATTACH METAL VALVE IDENTIFICATION TAG NTH APPROPRIATE CONTROLLER AND 2'SCH.40 CONDUIT FOR VALVE NUMBER SECURITY LIGHT WIFDN4 SEE ELECTRICALPLANS --- PVC CONDUIT FOR CONTROL FOR MORE INFORMATION. VALVE W IRM REDUCED PRESSURE BACKFLOW CONTROLLER ASSEMBLY W/ PRESSURE REGULATOR VALVE CONTROLLER ENCLOSURE INSTALLATION TYPICAL TRENCHING SCALE: N.T.S. #517 SCALE: N.T.S. #518 SCALE: N.T.S. #522 SCALE:E: N.T.S. #524 SCALE: N.T.S. #532 IDID 'SNAP-TITS'WATERPROOF EQUAL FOR PLASTIC VALVE BOX d COVER STRUCTURE OR t CONNECTOR SENSOR OONNEG HARDSCAPING(SEE NOTE 4) ETCHED YXY(CARSON OR EQUAL) HARDSCAPING 4'LAYER OF MULCH Hl-POP SHRUB HEAD BODY SET TO TIONS. MULCH TO TAPER AWAY FROM HEAD U4'ABOVE FINISH GRACE WIRE SERVICE LOOP(LOOP AT GRADE IN LAWN AREAS MULCH ENOUGH WIRE TO EXTEND WIRE _y AND GROLINDCOVEH AREAT ABOVE GRADE IN S 1•• Nrrs�_.s_-�_-�_ _=_r.^r BUNDLE 8'ABOVE GRADE) 7r 4 FINISH SOIL GRADE ,::::: icr�c�_%ctr�•At'�cs�*`''�:��� r"ru�o•�cr SPLICE BOX COVER WITH FINISH GRADE LOCKING TOP ETCHED*SAV ;• •• ►• N • • •• I I ZD 33 DNP QUICK EAS COUPLING VALVE T IN PLANTER AR WITH PURPLE RUBBER CAP CLEAN BACKFILL•SEE STAINLESS STEEL SPECS.FOR MATERIAL. SCREW CLAMP 90%COMPACTION REQUIRED MINIMUM(3)PLACES n 2 � 314'WASHED CRUSHED PROVIDE 9'MIN.OF SAND �° AGGREGATE BASE • + 12'X 18'GREEN PLASTIC METER BEDDING AND SHADDING •••►°•'• •• ••i•a••• BOX,CARSON OR EQUAL c. .. '•.•.....' ..•••• SCH 40 BRASS NIPPLE m •••....•..•••• •• .. ••• I SCH 40 BRASS NIPPLE 2M LONA • CONTROL WIRE SLEEVE_ SIZE PER PLAN.INSTALL ••.. ADJACENT TO PRESSURE SCH 40 PVC iv :•..... ..•. SUPPLY UNE &tARIEX 9D'STRIFE 90'STREET Eli .... . . . .... ..... SCH 80 PVC 90' SCH 40 BRASS 9D'ELL LATERAL FITTING MARLEX 90'STREET ELL ............. ............ PRESSURE SUPPLY LINE STREET ELL NON-PRESSURE LATERAL LINE SLEEVE.SIZE TWICE PRESSURE SUPPLY SCH 40 BRASS 90' TYPICAL A PLACES DIAMETER OF PRESSURE LINE FITTING STREET ELL SUPPLY LINE. ANTI-DRAIN VALVE AS REQUIRED 24 VOLT WIRES.TAPED AND TYP PRESSURE SUPPLY LINE 4 REBAR STAKE (2Y LONG) NOTE BUNDLED AT 15 FT.INTERVALS ( !.LOCATE HEAD T TO ET FROM WALKS,CUflB3,HARDSCAPINO,MOWSTRIP& AND EDGES OF LAWN, 2 CU.FT.PEA GRAVEL NON-PRESSURE LATERAL L USE TEFLON TAPE ON ALL MALE THREAD& UNE SLEEVE'SIZE TWICE NOTE &INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING DIAMETER OF NON-PRESSURE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX FEATURE AS PER THE IRRIGATION PLAN. NOTES LATERAL LINE 4.HEAD CONNECTION AT BOTTOM INLET ONLY. 1.ALL SLEEVES TO BE SCH.40 PVC. L EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS, 4 PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOAD&REFER TO CITY STD.Na 120 0 MIN.TO 3C MAX.DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTIOlt QUICK COUPLING VALVE WITHIN TYPICAL SLEEVING VALVE BOX- FOR NON TURF AREA HI-POP SHRUB SPRAY 24 VOLT SPLICE BOX SCALE: N.T.S. #533 SCALE: N.T.S. #535 SCALE: N.T.S. #539 SCALE: N.T.S. #540 SCALE: bQ'�p$CAp� v rc4Umw�� a 90 aura 1-31-04 W ad_ Date Q 9r� O F C p``�OQ. DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA CARNELIAN STREET LANDSCAPE IMPROVMENTS BETWEEN VIVERO STREET AND 1000' S/0 VIVERO STREET IRRIGATION DETAILS PROVED BY: DATE: I!r CITY ENGINEER .-/t0-t&c&A RCE No. 24953 DESIGN ARCHITERRA D SIGN GROUP RECOM E LANDSCAPE mn SITE PLANNING ARCHITECTURF 10621 CHURCH STREET,SUITE 106 SCALE: SCALE: SCALE: SCALE: DR DQ (99009 484 800 FACHO AXXN SHEET 90)484-2802 L-7 CHECKED; DRAWING NO. JAE DATE 5/10/04 RU N0.2S321969 ADG # 0415 SHEET OF _= El . D ° p ■ El + o 0 •==s. ° p El o 0 0 0 =ss'' D p ° o K o ,,.• WAR s: ° OF _:: p o 0 3 = 19 S-4 Er : s 0 _______• " ` p 77400W S XER. REF. I.3 11 -2 _ 715+00 ul fee_- - S-1 ■ Uj 50 a XER. REF. I.5 �� G °\ ° T-1 _ r.-- 1 18 ■ ..• V U10 10 S-4 MULCH NOTE 32 ._�:• S-1 S-a V CONTRACTOR SHALL INSTALL A 4'LAYER OF SHREDDED MULCH 1N ALL ;.=" ° ° ° �/ 13 3-4 SHRUB AREAS(1-1J2'IN GROUNDCOVER AREAS). MULCH SHALL BE WOOD p ° D �/� j.2 Q FIBER MATERIA!AS MADE BY INTRAVAIA ROCK AND SAND,UPLAND,CA, ,:�" S-a ° o off+ (909)982-6713(OR EOUA!. SUBMIT SAMPLE OF ANY ALTERNATIVE D 15 6 G MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR OWNER'S "`" ° 1 .�' `S-5 28 ° ° ° o REPRESENTATIVES APPROVAL. .,;r' D D o o ° ° o D / %140 0 0 0 XER. REF. I.4 D o ° ° o ° 0 ° ■ • D D D _ ° ° ° ° D 15 S-4 S-a 25 p D p 0 a o' ° o ■ 25 T-2 T-1 0 0 0 o O to 15 5 15 4 o . of S-6 ''• ° ° • ° 0 0 0 ►° 5 O D S-1 , 32 30 . ' D ° o , „ . VT F WORK S-4 / y f - , , � ... tM13 D ♦ `moi r P ��- S-4 El L1 0 0 S-1a 11 / 0 ° 4 D r r . 1p 70 T-1 Q S-2 26 15 S-3 D 00 `d EXISTING TREE NOTE: 132 ,,���• D �2 EXISTING TREES ARE TO BE PROTECTED IN PLACE. XERISCAPE ASSESSMENT SYSTEM SUMMARY ° PLANT LEGEND *TRACT 16116 LANDSCAPE IMPROVEMENT• SYMBOL REFERENCE CLAIMED CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QUANTITY POINTS (Sheet#J a.4) I. LANDSCAPE(Point Value) ' TREES 1. Water conserving plants.(20) 20 L-8/1.1 • T-1 Brachychiton populneus Bottle Tree 15 gallon 20'o.c. Standard 23 2. Turf limited to 25%(459'o residential).(20) 20 L-8/1.2XER. REF. 1.1 T-2 Platanus racemosa California Sycamore 15 gallon 35'o.c. Standard 14 + 3. Plants grouped by waterrg need.(10) 14 !-8fl.3 XER. REF. I.2 ' ng 4. Hardscape(non-irrigated)surfaces.(10) 10 L-8/1.4 � Existi Trees 14 ' 5. Permeable paving.(5) - - O / �k► SHRUBS 6. Low-water turf varieties.(5) ° ) S-1 Phormium tenax'Vadegatum' NCN 5 gallon 0 o.c. 133 7. Mulch provided in non-ground cover areas.(5) 5 LV.5 00 ti"� S-2 Juniperus c.'San Jose' NCN 5 gallon 6 o.c. 78 8. Soil amendments.(5) - - 'l D S-3 Grevillea Lanigera Wooly Greviilea 5 gallon 1Y 0.0. 133 Total Points Claimed: 65 LIMIT OF WO p S-4 Phormium tenax'riny rim' NCN 5 gallon Y o.c. 279 (Minimum Points Required: 60) PLANTING NOTES: / 8-5 Ribes vibumifolium Evergreen Currant 5 gallon 10'o.c. 0 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND O S-6 Berberis thunbero'Crimson Pygmy Japanese Barberry Cultivar 5 gallon 30'o.c. 685 p SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. S-T Juniperus c.'Torulosa' Hollywood Juniper 15 gallon 1 Yo.c. 0 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGRO(JN D FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. DESCRIPTION OF REVISION 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL.LOCATION DATE APPROVED OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. CITY o f RANCHO C A S. CONTTHAT ISA DIRECT RESULT OF THE CTOR 18 RESPONSIBLE RALL REPAIRS LANDSCAPE CONSTRUCTION N AND/OR HIEPLACEMENT S SUB-CONTRAC OANY DAMAGED R REPLACEM NT ISCAPE AREAS BTEMS SHALL BELIMIT EXACT� , Lp�Q $C A um pE 4 DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. a�V wiea��0y= CARNELIAN STREET 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE ' GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. w LANDSCAPE I M P ROV M E NTS S. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE yna LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. * BETWEEN V I V E RO STREET AND 1000' S/O ~od- VIVERO STREET 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. Date Underground Service A I e rt 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED �T F OF C PX PLANTING P LAN ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 8'INTO THE SOIL AT THE REQUIRED RATES PER t,000 SQ.FT. APPROVED BY: •: DATE: 6 7 •. o • 4 CY.NITROGEN STABILIZED SAWDUST Call: TOLL FREE 120 LBS GYPSUM cGu �G� RCE No.2495r 125 LBS GRo-POWER PLUS CITY ENGINEER PLAN CROSS REFERENCES 11. LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND MND INTO EDGES AT GROUNDCOVER DEE��N/J DD ARCH ITE.RRA DESIGN GROUP REC M 1 -800 AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR LANDSCAPE ARCHITECTURE SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: . SITE PLANNING FOR NOTES AND LEGENDS, SEE THIS SHEET • 10621 CHURCH STREET,SUITE 108 EARTHWORKS SOA.AMENDMENTS DRAWN RANCHO CUCAMONGA,CA 91730 SHEET L_ 422-4133 FOR DETAILS SEE SHEET L-10 NORCO. CASAVEN�,E FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS JDD {909)484 2800 FAX: (909)484-2802 TWO WORKING DAYS BEFORE YOU DIG (909)538-3321 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 SCALE:i"=20' CHECKED DRAWING N0. JAF DATE 5/10/04_ RLA NO. 2832 1969 AOG # 0415 SHEET OF r <A C, 34 O 'Q MULCH NOTE T-2 p p p SHRUB AREAS 0 1/2'IN GROUNDCOVER AROEASS).REDDED MULLCH SHALL BE ALL 15 4 13 p , FIBER MATERIAL.AS MADE BY EARTHWORKS,NORCO,CA,(909)538-3321. N.I.C. p p SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE r o AND/OR PLACEMENT FOR OWNER'S REPRESENTATIVE'S APPROVAL. S•1 0 o p p p p t S-4 � -- 36 - -- _ 15 5 " 81+00 -�• _ ------- - S-7 �TREET -+- "'� 6 r t�1 E N _ 79+00 -- -- _------ S-1 S-2 CAR V IA - - - r 5 51 78+00 —�+ S-4 S-4 LIMiT OF WORK I (n 7j 0#00____--• -- _ T-2 S-4 3 20 r 15 1 17 S-6 OF WORK � U! 16 umnr Uj ■ r S_4 S-6 r 4 26 Ul (ROLLED CURS) _ o � O Occ, s. � ♦ o ° • 61 ° S-1 40 o _ r a ,O . . ♦ 7 $-5 I an+�s o o e r ° ♦ � - 0 > r OFkK S-4 s ♦ ;...:. O� O °1 ° s ♦ IIV►t� O� 23 �Q r O ° , 39 ° 12 31 S-6 r - S-4 S-6 4 32 12 S-6 13 EXISTING TREE NOTE: EXISTING TREES ARE TO BE PROTECTED IN PLACE PLANT LEGEND SYMBOL CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS QUANTITY TREES T-1 BrachycNton populneus Bottle Tro 15 gallon 20'O.C. Standard 5 -I- T-2 Platanus racemosa California Sycamore 15 gallon 35'ox. Standard 5 i Existing Trees 14 XER. REF. I.1 SHRUBS ( ° 1 S-1 Phonlum tenax'Vadegatum' NCN 5 gallon 0 O.C. 59 T3-2 Juniperus C.'San Jose' NCN 5 gallon B'O.C. 54 p S-3 Grevillea Lanigera Wooly Grevillea 5 gallon 10'O.C. 24 S-4 Phormium tenax'Tiny Tim' NCN 5 gallon 3'0.0. 185 S$ Ribes viburnifolium Evergreen Currant 5 gallon 10'O.C. 7 0 S-6 Berberis thunbergi'Comson PI Japanese Barberry Cultivar 5 gallon 3W O.C. 162 S-7 Juniperus c.'Torulosa' Hollywood Juniper 15 gallon 10r O.C. 6 DESCRIPTION O F REVISION DATE APPROVED �.pNQsUmPE , CITY of RANCHO CUCAMONGA wiega 9�y a a CARNELIAN STREET v � � 3 LANDSCAPE IMPROVMENTS igna BETWEEN VIVERO STREET AND 1000' S/O �rF A�`�oQ► VIVERO STREET U F C Underground Service Alert PLANTING PLAN APPROVED BY: - • DATE: 5 1 Call: TOLL FREE CITY ENGINEER -Ctk RCE No.2495 PLAN CROSS REFERENCES ® DE !LGN ARCHITERRADESIGNGROUP RECO eITY/JDD �DSSI E PLANNING ARCHITECTURF 1 -800 FOR NOTES AND LEGENDS, SEE SHEET L-8 • 10621 CHURCH STREET,SUITE 106 ' 4,22-4133 FOR DETAILS, SEE SHEET L-10 DRAWN RANCHO CUCAMONGA,CA 91730 SHEET FOR SPECIFICATIONS, SEE BOOK SPECIFICATIONS JDD (909)4842800 FAX: (909)484-2802 L-6 Two WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 SCALER'-20' CHEF KED 5/10/04 DRAWING N0. DATE RLA NO. 2832 ADG # 0415 SHEET OF STORM DRAINNNDERGROUND UTILITIES NOTES` N BCR 1.REMOVE NURSERY STAKES E.STAKES TO BE PLUMB AND PARALLEL E �+ vS.STAKE V�PPw��� TOO PREVAILING WWD._ N S v �. ( SIDEWALK UTILITY ^ v l w� U E 8.L W TOP TIE TO BE PLACED AS LOW v v TOP OF STAKES BELOW HEAD ti TIGHTLY COMPACTED 3'BERN TO FORM AS S eP�P ALLOWFOR WIND FLEXING ON THE TT ETREE 01 ,�SPECIES GROWTH DEPRESSED WATERING BASIN. CURB AND GUTTE 1 d 8 BUT NOT SO LOW As TO LOSE SUPPORT i AIN TRUNK ... r WOOD CHIP MULCH. OR ALLOW THE HEAD TO DROP TOP OF ROOTBAU TO " EXTEND r ABOVE OF CINCH TIES FINISH GRADE TOP OF ROOTHALL TO EXTEND E'roP D OFT R E BELOWWHERE AGED 2d APART.ATTACH ABOVE FINISH LVE BACIffEL V�d1EH NO ROCKS HEAD OF TREE WHERESPECIES GROWTH HABIT PEFUTS. GALVANIZED SCREWS TO 3' MAIN TRUNK Ir MAXIMUM LODGE POLES. ORIGINAL GRADE GREATER THAN JIDIAMETER APART_ _ _ _ _ _ (�SETS TA CINCH TIES SPACED 2Y r BERN TIGHTLY COMPACTED IN ATTACH WITH GALVANIZED DIA.LODGE POLE PINE STAKES SIDEWALK n d SCREWS TO f LODGE POLES. TOP OF ROOTHALL TO TEND Z"WITH WOOD PRESERVATIVE STAIN, r 2'DN LODGE POLE PINE STAKES r ABOYE FlNISH GRADE DRIVE A MIDI OF V INTO UN• APPROACH Fli DRIVE $,L_ a9 r WITH WOOD PRESERVATIVE STALK � STAKES R OUTSIDE EDSOIL AND fTK)N PLACE TO FORN WATERING BASIN d UUNDISTURRBEDD SSMAMINIMUM OF ND PPOOSITION3'BE RMTIGHTLY COMPACTED STAKES OUTSIDE ROOT SALE IN PLACE TO FORM WATERING ROOT BALL 5' CU GUTTE FRAON�T ARBORGUARDIN TURF AREAS AND 441INMGRWND 1D' IN.LOCATED OUTSIDE OF qrr IANT PR. WIDTH OF THE ROOT BALL.TOP Of ROOTBALL TO EXTEND T . . PR TO BE(2)TIMES THE ROOT BALL ABOVE FINISH GRADE. TIGHTLY ODMPACTED i"BEAM TO FORM STRUCTURE e% WATERSIG BASIN FOR RESIDEIVTIALAND NATIVE BACKFILL WITH PLANT PIT TO BE(r TIMES THE CATCH BASIN�, GROUND COVER[INSTALLATIONS.LOCATE NO ROCKS GREATER WIDTH OF THE R00T HALL TRANSFORMER VAULT. OUTSIDE OF PLANT PIT.BEAMS IN TURK THAN T DIAMETER �Qq AREAS TO 8E REMOVED PRIOR TO CITY A W NATIVE BACKFILL WITH NO ACCEPTANCE NOTES PLANT PA TO BE(4I{/I�A11[1 * 11. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER — TTHE WIDTH OF E ROOTBAIl.. ROCKS GREATER THAN 3' THH ES DIAMETER 2 ALL TREES 1N THE R.O.W.ARE SUBJECT TO UNE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER UNDISTURBED NATIVE 901E 3 PTARK NAY TREE AT A MAIN.��FROMIDENTIALBCR OR INTERSECTIONS PLACE i T UNDISTURBED NATIVE SO 4 MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND Roc�icESCAREWATELLRWrrtiAHNNOr DIA NOTES UNDISTURBED NATIVE SOIL. OWNEDTWA�IN ADDITIO MAINT �FTOM CENTER OF TREE TO ALL UTILITY 1 t.UNTANGLE MATTED ROOTS BY ROOT AQ ALL ROOTS AT EDGE d81�$ llJA°1 OF ROOT BALL DO NOT CRACK ROOT BALL NOTES: 5 TREES SHALL NOT BE LOCATED ON PROPERTY LINES, NATIVE Sort uNDlsruRBED 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTM OF ROOT HALL.DO NOT CRACK ROOT BALL 8 STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. (_ TWICE ROOT S,ALL WIDTH 1.REMOVE NURSERY STAKES LEL 7.STRE�ET7_TREE�&g4S){p,�L BE PLANTED AND STAKED ACCORDING TO THE CITY r L STAKES TO BE PLUMB AND ARTOPARAPR STANDARD PlAN3. 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND. DOUBLE STAKED TREE TREE PLACEMENT _ 5 GAL - 24" BOX DOUBLE STAKED TREE ON SLOPE CONTAINER PLANTING CONTAINER PLANTING ON SLOPE SCALE: N.T.S. #501 SCALE: N.T.S. #502 SCALE: N.T.S. #505 SCALE: N.T.S. #506 SCALE: N.T.S. #507 NE HALF OF SPACING LIMIT OF PLANTER AREA — REQUIREMENT e'OF COMPACTED WOOD CHIP MULCH. _ HARDSCAPING(CONCRETE HEADER CURB d GUTTER,SIDEWALK,ETC.) IN SH GRADE 1r v v SHOVEL CUT EDGE COMPACOki TED NATIVE SON. NOTE: NOTES: 1•ALL SHRUBS AND GROUND COVER TO BE RANTED AT EQUAL t.PRIOR TO PURCFWSEMLACEMENf OF THE MULCH,THE CONTRACTOR SHALL SPACING(TRIANGULAF4 UNLESS OTHERWISE INDICATED ON SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL PLANS SEE LEGEND FOR SPACING REQUIREMENTS. 2.MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 2 WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR INTO EDGES AT GROUND COVER AREAS. SIMILAR UMITATK)NS,ALL SHRUBS AND GROUND COVER 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 4.PLACE NO MULCH WITHIN A W RADIUS OF THE CROWN OF A WOODY PLANT. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3L SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. SHRUBAND GROUND COVER SPACING MULCH, INSTALLATION SCALE: N.T.S. #508 SCALE: N.T.S. #509 SCALE; 0 SCALE: 0 SCALE: ��NpSCAPE a49�y ? D� Igna u n� e r at® �P OF C DESCRIPTION OF REVISION DATE APPROVED CITY of RANCHO CUCAMONGA CARNELIAN STREET LANDSCAPE IMPROVMENTS 1 BETWEEN VIVERO STREET AND 1000' S/O VIVERO STREET PLANTING DETAILS PROVED BY: - . DATE: 7 CITY ENGINEER RCE No. 24953 ARCHITERRA DES GN GROUP DESIGN LANDSCAPE ARCHITECTURE LANDSCAPE Jon SITE PLANNING 10821 CHURCH STREET,SUITE 108 RMCHO CUCRAONG&CA 91730 SCALE: SCALE: SCALE: SCALE: DRA DD (909)484-2800 FAK (90 9)484-2802 SHEET L-10 CHECKED DRAWING NO. JAE DATE 5/10/04- RLA NO.2832 1969 ADG # 0415 SHEET OF