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HomeMy WebLinkAbout2259-L UP"' EVELOPER/OWNER A I q LANDSCAPE ARCHITECTU A 1`110111111 LL PmLANS CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 BASELINF ROAD IMPROVEMENT PLAN 909-477-2740 EE111111111111111 CONTACT: MR . ROMEO VI A T R mE TER AVEN E T 600 GENERAL FUND VICINITY MAP GENERAL NOTES SHEET IN EX S OF OCri S U 0 LF L- 1 TITLE SHEET L-2 CONSTRUCTION PLAN PROJ-ECT SITE GENERAL NOTES: L-3 CONSTRUCTION DETAILS 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND L-4 IRRIGATION PLAN THE CITY. BASELINE RD 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-5 IRRIGATION DETAILS 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. -6 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE L PLANTING PLAN AS REQUIRED BY LAW. Uj © 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK, NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO L-7 FLANT NG DE�TAILbo"'% Q m WORKING DAYS PRIOR TO CONSTRUCTION. < In z w Iw 6, SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF Y W w SLOPE. _ 7. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS 0 < ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(60 DAYS,SEE SPECIFICATIONS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER E%f aw` I mF� I C Am 0 w wl m IU` N 0 bw% MEFEH TU cC p VERIFICATION OF LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING,WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE d1l EMEW& 0 our u I uNs " Em" " "LET NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP THE wl IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY, I- 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. 9. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760-438-0525. 10. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS U�( �{ T • BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8'WIDE X 6"DEEP CONCRETE HEADERS OH BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS • BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS 11. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY, APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. 12. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: FOOTHILL BLVD • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. ® PRIOR TO THE COMMENCEMENT OF ANY PLANTING,APPLY SOIL AMENDMENTS PER TEST RECOMMENDATIONS IN THE SPECIFICATIONS, • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 0 QeAA N.T.S. M A I A A 9w% wm` r% DO% L A W A 3 P101 A U b NNN'Uowl " E" "Mr% 1 ` 11LITNT/ MAH U`V1 W U AIMED"' ATEPKm& L' ENEHAL N '0`TE0% /AlInIN'TE'L b Awl 0 N A IL I ill UuNZjULTANTZ:) RECYCLED WATER GENERAL NOTES PIPING Lo ING M A N D S C A P E CIVIL ENGINEER: 1. ALL PIPING INCLUDING DRIP SYSTEM I UST BE PURPLE AND MARKED RECYCLED WATER. 2. ALL VALVE BOXES MUST BE PURPLE AND MARKED RECYCLED WATER,THE COMPLETE BOX TOP AND BOTTOM, ARCH ITECTU RE 3. ALL SHUT OFF VALVES,CONTROL VALVES,REGULATOR VALVES,STRAINERS AND ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED OR CITY OF RANCHO CUCAMONGA TAGGED RECYCLED WATER DO NOT DRINK ON ONE SIDE AND IN SPANISH ON THE OTHER SIDE. 4. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED, I I 105®® CIVIC CENTER DR. 5. IRRIGATION CONTRACTOR MUST SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION. RANCHO CUCAMONGA CA 91730 6. CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. 7. QUICK COUPLERS TO BE ACME THREAD TYPE AND MARKED RECYCLED WATER, 10221 -A Trademark Street TEL (909) 477-2740 8. QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. C A, 91730 9. ABSOLUTELY NO HOSE BIBS OF ANY KIND HOOKED UP TO RECYCLED WATER. R a n C h 0 Cucamonga, J EAM OF BACKFLOW AND A ACME Tel [9091 484-2800 CONTACT. ROMEO DAVID 10, ON LANDSCAPE LINE INSTALL TEMPORARY RP BACKFLOW DEVICE PER CVWD STD. DRAWING#111 WITH A STRAINER UPSTR 0- THREAD QUICK COUPLER FOR RECYCLED WATER 2FT• DOWN STREAM OF LAST ELBOW,IN A PURPLE VALVE BOX MARKED RECYCLED WATER, Fax (909) 484-2802 ¢ 11, THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES SHALL BE 1 OFT,AND THE VERTICAL DISTANCE SHALL BE 1 FT. h 12• IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC WATER LINE, RECYCLED LINE MUST BE SLEEVED AND EXTEND 5FT.ON BOTH SIDES OF PIPE, 13, SUBMIT 1-HARD COPY AND 1-PDF COPY OF IRRIGATION PLANS TO CVWD WITH STD.DRAWING#402 AND THIS GENERAL NOTE ON THE TITLE PAGE,AND SHOWING A MINIMIUM OF 1OFT,SEPARATION FROM IRRIGATION TO POTABLE SERVICES. Richard Krumwiede w � PLER INSTALLED. CA Lic. #2834 AZ Lic. # 29115 � 114, TYPE K 5. ABSOLUTELY NOPER LOOPED BRASS IRRIGATION SYSTEMS, NE SERVICE ONE SYSTEM. NV REGULATOR AND ACME THREAD QUI K NV Lic. #446 W 16, PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. 17. PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF IRRIGATION. CONTACT: J a S I F P E LAY a _W _ _ _ �- — BASELINE ROAD- 0•y� *SIGNS TO BE INSTALLED ONLY IF RECYCLED WATER IS ON LINE CA LJ— Y 04 LIMIT OF WORK AO 0 '�!-........ ........ '��........ " ..... ........... ;;; p'+ ;::::;;;;;;;;;;;;;;;; `' ::::::::.::::::::.:::::::..::::::::.:.::::::::....................................................................... L CVWD AND 4,0W% wl ALL IRRIGATION EQUIPMENT AND INSTALLATION PRACTICES SHALL ADHERE TO A40 ALL o ;,.......:...:.....:..:..:........:....................................... ti �'ti�+.�''► ti'`'ti .' k`''''`'a�''�. '`'.*' ,'''+ '`'''ti''{''�'�'�,'`ti''k �.°t*r*ti.'' 4 it ' " ""' �hlk . 't0'�LIMITOFWOR�','"'4�'aSIA '`k '"k.`'ti'`.yk "'+ti"' ..:'��%"'+ ""'+ ' ''�w"`."''.'�a"ti.'.:'."'"'a''a'tia'Mti'�..'ti,''''a..''t'+4'�r J THE 1 SPECIFICATIONS. M'`hf•S'v3+' S CURRENT RECLAIMED WATER NOTES, STANDARD DRAWINGS AND CITY l..l A 1 THE CITY S I t > (� ATE APPROVED Cj �y Otooto R � REAMIkMMAM C =M== CwonMM0 == Ap1kM &M En otoo LAN US%C A P"I U A N T I T I E%E3% r 11munu U AM nun LMD AREA 1-t 4_4 *1& AWl U BANE_., L1wN_E` R"'hu"ll"' F"AKw`1K; WA '_wy'v m BASELINE ROAD QTY. SIZE East of Rochestervenue to as LMD Lan Sca e summary caN m TOTAL SQUARE FOOTAGE 6,713 SF TOTAL ACRES 0.15 Acres TITLE SHEET di AREA 4,279 SF CIO IRRIGATION AREA 2,512 SF �,P��S CA pi APPROVED C O. 53672 o COBBLE AREA 988 SF 7. DESIGN �p, �.Kru m�,��@ 9� RE M NDED BUS STOP PAD AND SIDEWALK AREA(OVER 4') 779 SF SIDEWALK AREA(UP TO 4"IN WIDTH) 2,434 SF LV �''� ARCHITERRA DEIGN GROUP y R a SITE PLANNING _ `w n JLF LANDSCAPE ARCHITECTURE �. gnature TREES Si7 31 �o CIO DRAWN RANCHO TRADEMARK02CAMONGA, CA 911730cu SHEET Magnolia g.'St.Mary' St.Mary Southern Magnolia 19 EA 15 gallon R ® t JGG (909)484-2800 FAX: (909}484-2802 —1 OF 7 � 2834 U e`^( Det � RL/�NO. r)TZ7WTNG NO. Q N. , N DATE 08/11/09 JOB,NO. 0926-5 T� Q F G p�`Fq o JRC N Q 0 Sheetco PROJECT No. I o CL < 0 >r. > < ><:LU UU U) Uj 4 —BASELINE ROAD [-- - C) 0 351-011 301-011 661-011 261-011 491-011 481-011 1291-011 401-011 1331-011 cc: LIMIT OF WORK 0 M &NN I 1w A& ---------------- - -- ---------------------------------- "S, &XXNNI%N%xNXXXXXI%&I Sx.,&V i'i i I 13 EXISTING 13 RELOCATED CC R STREET SIGN STREET SIGN X R S 0 7, 7 TR TYP ... .... U_ _P ) "' TR RTP PA_ 3 0 % PA NM, LL �j............ ................... ..... . . . . . . . . . . ....... ...................................----------------_--_--- IL ------ A&I ........... INQ ) 8 C2— 7 12 10 11 6 1 10 6 11 2 4 9 7 1 10 6 8 11 10 1 8 3 1 3 2 1 10 8 5 6 3 2 7 8 LIMIT OF WORK oe 00 % CON N%,'*o3`TR"' mum CTI 0'N NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION, 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 3. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED PND SC AAF AREAS AS REQUIRED, REFER TO IRRIGATION PLANS. UM 4 CID 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER Cy 13 SUBCONTRACTORS. CP ro C-) (CPO 0 5. ALL CURVILINEAR WALKS,CURBS, HEADER BOARDS,AND WALLS SHALL HAVE A Signure CONTINUOUS SMOOTH CURVE WHERE APPLICABLE, ALL FORMS MUST BE INSPECTED U-3111 0 AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK, 674 Dat 4� OF CIN CONOSTRUKeDT10"' N LEGEND (D CONSTRUCT 6"WIDE CONCRETE MOWSTRIP. SEE DETAIL B,SHEET L-3. PROVIDE AND INSTALL COBBLE PAVING, SEE DETAIL A,SHEET L-3. PROVIDE AND INSTALL LANDSCAPE BOULDERS. SEE DETAIL C,SHEET L-3. SIZES ACCORDING TO THE FOLLOWING LEGEND: A-24 + CITY B-18 DESCRIPTION OF REVISION DATE APPROVED C-14"-16" NEW IRRIGATION WATER METER. REFER TO IRRIGATION PLAN,SHEET L-4. CITY OF RANCHO CUCAMONGA EXISTING FIBER OPTIC LINE TO REMAIN,VERIFY LOCATION AND PROTECT IN PLACE, 1� A 5'-0"WIDE CONCRETE SIDEWALK PER CITY'S STREET IMPROVEMENT PLANS. W"r BANEL"wINE" KUAD PARK"WAT EXISTING STREET LIGHT TO REMAIN,PROTECT IN PLACE. (D (D EXISTING CONCRETE CURB AND GUTTER TO REMAIN, PROTECT IN PLACE. East of Rochester Avenue to 600' Z5 3:m EXISTING 8"WATER SERVICE LINE PROTECT IN PLACE, REFER TO IRRIGATION PLAN,SHEET L-4. 0.0. 10 EXISTING PERIMETER WALL TO REMAIN, CONSTRUCTION PLAN U --round t"%erv'ce Alert mm nder, b I Co Co EXISTING CABLE LINE TO REMAIN,VERIFY LOCATION AND PROTECT IN PLACE, �m *t APPROVED BY'. DATE: I I c) o 0 cc cc CONCRETE BUS STOP PAD PER CITY'S STREET IMPROVEMENT PLANS, CITY ENGINEER RCE No. 53672 cm Calk TOLL FREE mm DESIGN REOCONDED t� EXISTING STREET SIGN TO BE REMOVED AND RELOCATED PER CITY'S DIRECTION, p P L A INJ C"% r RON S' S P R" E F E w R E N C E S (D 13 EXISTING ARCHITERRA DESIGN GROUP ca m JLP LANDSCAPE ARCHITECTURE 0 10' 2®' 40' 80' SITE PLANNING co Ca 1 -800 FOR NOTES AND LEGENDS, SEE THIS SHEET DRAWN 10221—A TRADEMARK STREET SHEET co co IIICONSTRUCTIRANCHO CUCAMONGA, CA 91730 FOR ON DETAILS, SEE SHEET L-3 (909)484-2800 FAX: (909)484-2802 JGG -2 OF 7 02 422-4133 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-4 CnECKED RLA NO. 2834 DRAWING NO. < o- FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 Co cl a� ,p M TWO WORKING DAYS BEFORE YOU DIG FOR CONSTRUCTION SPECIFICATIONS, REFER TO CITY SPEC'S BOOKLET V = 20' 08/11/09 0926-5 L_ C> JRC DATE JOB NO. z PROJECT Sheet CASE 1 MORTAR EVEN WITH FLAT SIDE UP CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. Zap COBBLESTONE SIDEWALK e e® a 4 s6 ..q 3"MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER PER STD 542-A 3"MIN.SOIL DEPTH AT BOULDER SIZE AND EDGE OF COBBLE LOCATION PER PLAN COBBLESTONE CONCRETE HEADER-1/2"RADIUS ° EXPOSED EDGES AND FINISH PER PLAN 1"IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 1/2"POLY-FOAM 3-112"MINIMUM 2"IN PLANT BED CROSSINGS) EXPANSION JOINT CONCRETE BED 6"OR 8" FINISH GRADE CASE 3 6" 24" 6" SEE NOTE 2 MORTARED STONE SWALE FOR D.G.OR COBBLESTONE 2"MAX. F.S.SHALL BE FLUSH WITH • s, DEPTH ®�®v TOP OF CONCRETE HEADER a 4 • p 1!2 RADIUS 4" I I;III—III a• a M a 4"GONCRETE^BED CONCRETE CURB � ®I I®I I ♦ ® 1-6 ." • .:q•,•a - COBBLESTONE BENEATH COBBLE W1#3 BAR f ® ♦P a 2'MIN.14'MAX.RAD. ""I® ®� ®III ` #3 RE-BAR CONTINUOUS • "� ¢ Cr `"d 6"PGG MOW CURB CURB&GUTTER SEE DETAIL FOR (UNLESS OTHERWISE INSTRUCTED) END CONDITION ADJACENT HARDSCAPE PER CITY STD.534 s"PCC MOW CURB UNDISTURBED NATIVE SOIL REFER TO PLAN PER CITY STD 534 PLANTER we COBBLESTONE AREA HARDSCAPE SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES(TYP.) &MIN.!4'MAX.RAD, 24 EXISTING CURB NOTES: OR WALK END CONDITION NOTES: NOTES: 1,CONCRETE CLASS 520-D-2500. 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS 2,ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: 0 1,PROVIDE SCORE JOINTS AT 10'-0"O.C.AND 3/8"EXPANSION JOINTS AT 20'-0"O.C. SHOWN,PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE BOULDERS:MAX.3'0"-MIN.1'6" �' 2.8"WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY MAINTAINED BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. COBBLESTONES:MAX.18"-MIN.6"WITH ONE FLAT SIDE C,I 3.BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENT TURF. 2.1/2"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D'MORTAR.1 PART CEMENT TO 2-2t1 PARTS SAND,2000 PSI (0 3.CONCRETE TO BE 520-C-2500 MIN. 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER,SEE CONSTRUCTION PLAN. PORTLAND CEMENT CONCRETE.(NO"DRY-PACK"IS ALLOWED) 0 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS AS AN EDGE 5.A SAMPLE AREA,MIN.40 SQ,FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH N TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND 4.90%COMPACTED SUB-GRADE. REMAINING ROCK WORK. GROUNDCOVER AREAS. 6,FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR, 0 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. LO 8,ALL COBBLE STONE AREAS SHALL HAVE 6"x6"CONCRETE HEADER AS AN EDGE AT PLANTING. cv 9,ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 25 MIN.AT ALL TIMES WITHIN THE R.O.W. CO N CITY RANCHO CUCAM , CALIF R I N CITY ANC CC OA, CALIFORNIA a CITY O RANCHO C CAON , CALIFORNIA N APPROVED BY: (0 BY: STANDARD PLN APPROVED BY: STANDARD PAN STANDARD PIANI\ WASHED GRANITE _Ui CO L 42 Ld CONCRETEA 534 LU BOULDER PLACEMENT 542-A > W CITY ENGINEER CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 LU R.C.E. 24953 a RC.E. 24953 SHEET 1 OF 1 � R.C.E. 24953 SHEET i OF i A U m1w NG U`OEB L E A"V I N G CNu" FIETE " EAD"NE " Lr% E rm% Bx/ r/-Xv im lim NINE ffmmmmmIIIIIIIIIIIII SCA L LN.T.S. SCALE: N.T.S. GAL : GAL 7 SCALE: SCALE: SCALE: �PNp SGgpF w um►rvi�, a4� m 0w 0 gnati e 1 1D to 1 M Dat -Q�. OFN�`��Q. C CITE' DESCRIPTION OF REVISION DATE APPROVED CITY Or� RANCHO CUCAMONGA a ROAD PARlk'7WA _1 B A S E lm.4 'w N Ew oU me m East C est ' � o m NX C" O 4"ONS TR UC TION DE TA lyLr S m W .E 10 0 CO APPROVED • DATE, CO CC co CITY ENGINEER RCE N O 7 wo DESIGN RE OMMENDED aARCHITERRA DESIGN GROUP R a) JLP LANDSCAPE ARCHITECTURE 61�n izi SITE PLANNING ca DRAWN 10221-A TRADEMARK STREET SH ET BS L : SCALE: ALE: GAL RANCHO cucAMONGA, CA 9130 co U CITY (909)484-2800 FAX: (909) 484-2802 OF 7 2834 mm CHECKE �zLA NO. 517WT177 173. Q Q 08/11/09 0926-5 2:2 541 JRC DATE JOB NO. ao PROJECT Sheet x 0 ac: s BASELINE ROADI f NOTE:CONTROLLER ' AUTOMATIC IRRIGATION CONTROLLER TO BE CALSENSE PEDESTAL-MOUNTED, TYPICAL VI MAKE AND MODEL AS SPECIFIED ON IRRIGATION LEGEND, INSTALLATION MAINLINE0 LOCATION APPROXIMATE AND TO BE COORDINATED WITH CITY'S REPRESENTIVE. TOR TO SLEEVE ALL MAIN LINE AND CONTROL MAINLINE SHOWN ON PLAN IS DIAGRAMMATIC,CONTRACTOR CONNECT TO POWER AT METER PEDESTAL, IRRIGATION CONTRACTOR SHALL HERE EVER THEY CROSS UNDER COBBLE OR IS TO INSTALL MAINLINE IN PLANTER AREAS, PROVIDE AND INSTALL BATTERIES IN CONTROLLER FOR BACKUP POWER, SEE TAIL J, L-5. z x LIMIT OF WORK SEE P.O.G. ENLARGEMENT BELOW IN 3o ® fie x ® ' ,�1 .1- = m T�11/2" CC 1 /411 mo 0 1A11 711/2" s •: ::::::>. 3/4 � . . MR AR AR `,� wr 3f4 AR13/4 ::.: . ... 3f4 . . . ::.. :3/...: /4;.: /4 3/4 , :.. :: :::: :.. / :... 314 / AM AR AM AW 14 ::::. I ... _...... 3/.4...::::r...:. ................... ..:...... <:.. .:.<. ,::::::::::..:....... /411 0 3 "�'`."�"�'�'^�"�"�'''`�'++'�'+.:�'"+�'"�"+'`�'�0'+.'�'+'�,'�'�"�"�'��'�"�"�"+"�':�"�O'�"+w"�'�"�'�"�'�'"�"�,"��"�'�"�''��,'�"+'�'�'�''�'"��,"��"�'�'�,"�'��'�"��.'!�'��.'O''�'�.'�'�'�."�'�'�,'�.O•''�''..'�.'�''�'�.'�'�''�'�'`�'"��','�'"�''�'�,''+"�"'�'�'�."'�'"�''�''�'"�O'�'`�''��,''�'"+'"�'�'�.'�,'�`�''�.'�'�"�''�''�'�'��,'�'�'�.'�.''�'�'�''�0'�'�''�.'�.:��.'�'�',�.'�.''�'�.'�.'�.'�.'�'��'�.'�'�'�."�'�.'�"��.'�,'+':�'�,�,'�''�''�''�'�'�''�'�,'.�'`�'�,'��.'�.�''�'�'*�'��.''�.'+�'�''�'�.''�''�''�'�,�.'�'',�.'`,'�.'�'��'�'w.0'�'�''��,�.�. �.,'�'..'�'a'�'�''��'�.'�.'+�''�'�'�'�'*�''�''�'�'�'�'�'�''�''�''�'b'�.'''��,"�'+�''k'�''''�''�'�'�.''�''�'�.'�'*�''�''x�,'�''�'�','�'�'�'.'�0�"w''�'�'�.:�'�'+'�"�'�'�'+�00'+��''�"'��'�'�. w LIMIT Ile °$ POINT OF CONNECTION NOTE: y CVWD TO MAKE POINT OF CONNECTION ON NORTHSIDE OF EXISTING PREOI SSURE REGULATOR ON 8"SERVICE LINE AND INSTALL A NEW 1 " { 112 ' x LANDSCAPE WATER METER.CONTRACTOR SHALL EXTEND NEW TYPE"K" COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL 11/2"STRAINER, 11/2" "n PRESSURE REGULATOR PRESSURE, 11/2"BACKFLOW PREVENTER 1"FLOW C } I R% IU`%ATI01r\j1 NU'0-%TEzr3 I h H I G"M T ION N L E(0 3" E I"N' DMETER,11/2"MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. 1L u ° ° EXISTING STATIC PRESSURE: 135 P.S.I. No LAH"' EM ENT 1. NEW WATER METER(SIZE PER PLAN)IS REQUIRED AT ALL POINTS OF CONNECTION,THE CONTRACTOR SHALL MAKE ARRANGEMENTS SYM, MANUFACTURER MODEL NUMBER DESCRIPTION RADIUSG,P.M, P REFER TO DETAIL M SHEET L-5 SYSTEM DESIGN PRESSURE:S,I, SU E. 62 P.S.I. H THE CUCAMONGA VALLEY WATER DISTRICT(CVWD),WHICH WILL PROVIDE THE WATER METER UNIT ITSELF(PAID FOR BY THE � CITY).ALL OTHER COSTS FOR THE INSTALLATION OF THE METER, INCLUDING HOT TAP AND SERVICE LINE,SHALL BE PAID BY THE 11/2"STRAINER MAXIMUM G.P.M. DEMAND: 24 G.P.M. CONTRACTOR.CONTACT THE CVWD FOR COSTS AND INSTALLATION PROCEDURES. 2 MAINLINE 11/2"PRESSURE REGULATOR RAINBIRD 1812-NP-CAP-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' 25 30 NEW 11/2"WATER LINE SIZE GATE VALVE 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED), RAINBIRD 1812-NP-CAP-SAM-PRS-BH POP-UP-SPRAY HEAD g' S0 METER WITH 2" FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE.ALL EQUIPMENT 30 SERVICE PER CVWD 11/2"REDUCED PRESSURE SIZED PER PLAN, INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND STD. 103 BACKFLOW DEVICE LOCAL CODES,ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY, V RAINBIRD 1812-NP-CAP-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' 1,19 30 QUICK COUPLER HOT TAP PER 3, BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS-2(SIZE 1 THROUGH 6)STAINLESS STEEL CVWD STD 123 1"FLOW METER ENCLOSURE WITH LOCK,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. 11/2"MASTER VALVE EQUIPMENT z M S LINE SIZE GATE VALVE k THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES, ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND M 11/2"LANDSCAPE WATER METER PER CUCAMONGA VALLEY .�� SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE.AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS, WATER DISTRICT WI "SERVICE LINE STREET LIGHTS,SIDEWALK, UTILITY LINES AND EQUIPMENT AND ARCHITECTURAL FEATURES, 2 EXISTING 04 WATTS 403 RT-RW LINE SIZE GATE VALVE PRESSURE REGULATOR c E 2 MAINLINE EXTENDING TO 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY VALVES AS SHOWN ON PLAN WORK.ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. S WILKENS WYE-S-YS-150 1 1/2"STRAINER EXISTING `---ELECTRICAL METER ENCLOSURE 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL WILKENS 500-HR 1 1/2"PRESSURE REGULATOR 8"WATER LINE 8 STATION CONTROLLER TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES, FEBCO 825-Y 1 1/2"REDUCED PRESSURE BACKFLOW DEVICE 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY INSTALLED IN A COAST GUARD SHACK ENCLOSURE,MODEL#CGS-2 ONTO WALKS,STREETS,WALLS,ETC.THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING CALSENSE FM-1 B 1"FLOW METER PNS SC AAMC NOZZLE SCREEN(PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION, SUPERIOR 3100-RW SERIES 1 1/2"NORMALLY OPEN MASTER VALVEUuIN4THuLLER VAUVES �p Ur�w���q� 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER G CALSENSE ET2000e-8-LR/RRe TP1-TP110 8-STATION ELECTRIC CONTROLLER,INSTALL WITHIN STRONGBOX SS-1 SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO w m ENCLOSURE AND WITH LR/RRe DAME, INSTALL CONTROLLER AND METER w PROVIDE PROPER COVERAGE,ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. � �12 23 �' ENCLOSURES SIDE BY SIDE USING SSE-NPS-BASE 9. INSTALL FOUR(4)SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE gnatu STRONGBOX MPS-16A-10K METER ENCLOSURE ®® w� 7 -10 (RGV)ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, INSTALL TERMINAL STRIPS IN ENCLOSURE FOR 390 862 ft en Da IRRIGATION WIRING. `�'�. RAINBIRD EFB-CP-NP-HAN-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN, Date 10, IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK SEE PRS-D NOTE BELOW 2 12 24 T� 0 F C Ik, 13 1 (GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE NELSON 7645 3/4"QUICK COUPLER VALVE WITH PURPLE LOCKING COVER AND ACME THREADS, VALVE PER CONTROLLER SHALL OPERATE AT A TIME. PROVIDE(1)KEY#7641 AND(1)HOSE SWIVEL, SPACE 150'O.C.MAX, 1 f f PP894 Sq ft 11, THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION.THE MAXIMUM APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"-PURPLE RECLAIMED WATER DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED,THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE PIPE,MARKED"DO NOT DRINK" AT THE SITE PRIOR TO THE START OF INSTALLATION.ANY GRANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY, APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN,COVER 12'°-PURPLE RECLAIMED WATER 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000e-8(STATIONS)-LR/RRe,W/TP1,TP110 AND LR-DOME-RRe INSTALLED WITHIN A PIPE,MARKED"DO NOT DRINK" STRONGBOX CONTROLLER ENCLOSURE,SB-16SS WITH CALSENSE OPTION(ONE CONTROLLER)OR SB-22SS WITH CALSENSE OPTION (TWO CONTROLLERS)AND A SEPARATE METERED ENCLOSURE MPS-A16-10K.ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE _____= APPROVED SCH,40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE CITY,THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE OPERATIONAL NOTED-PURPLE RECLAIMED WATER PIPE,MARKED"DO NOT DRINK" PRIOR TO THE CITY'S ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY, SLEEVE ALL PIPES WHERE EVER THEY CROSS UNDER COBBLE OR HARDSCAPE CITY 13, THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER APPROVED HOOK-UP FOR THE IRRIGATION CONTROLLER, ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER, REGULATOR (PRSmD) NOTE: C1 Y OF RANCHO CUCAMONG ca 14, ALL SPRINKLER HEADS SHALL BESET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES ASNECE R �Y DESIGNATED ON THE PLANS, NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE, 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4"ABOVEP A FINISHED GRADE, BASELINE Ru"AD ARKWA 'wy' S Step e ' QR 6i 6i �Q counderground Service AlertL Uo IRRIGATIONPLAN cc o� cu ®i IV CS FE-31 Cal1. • CITY ENGINEER THE IRRIGATION SYSTEM IS DESIGNED FOR TEMPORARY RCE N R FLANUHUoS rr1m'EFErm­%ENU"ES No. 53672 "VAUVE %10103% IZ I N G KEYUSE OF POTABLE WATER AND WILL BE SWITCHED TO DESIGN RECOMMENDED cu 1 -800 a ACHIT A DESIGN GAUP RECLAIMED WATER AT AL I 0 10' 20 0 $Q JLP LANDSCAPE ARCHITECTURE y4e � SITE PLANNING FUTUDRAWN _ 2 2 422-44133FOR IRRIGATION I L� 10221 A TRADEMARK STREET SH T CONTOLL VALVEFORRANCHO ® GPM CUCAMONGA, CA s1730 CORRESPONDINGI FAC (ao9}484-2800 pax: ( 09}484-2802 ® OF cn a VALVE SI ® " f ZONE SQUARE I I L® TWO INC DAYS YOU DIG sq. FOOTAGE R��A No. 2834 aQ FOR IRRIGATION - 1 _ 20 JCDATr: 08/11/09 JOB NO, 0926-5 PROJECT eetShNo. ENCLOSURE MODEL PER BACKFLOW PREVENTER V) IRRIGATION LEGEND SHALL TO SPRINKLER-ANGLE PIPE TO NAP TITS"WATERPROOF RAINBIRD 1812-NPCAP a BE STAINLESS STEEL ASSEMBLY SPECIFIED DEPTH WITH 45 ELlS SAM PRS(PURPLE CAP) 6"-12"DIAMETER CLEAR LU COAST GUARD SNACK CONNECTORS OR EQUAL NIPPLE-TYPICAL H 40 PVC MALE ADAPTOR SET TO 1/4"ABOVE FINISH GRADE OF SOIL. MULCH PER CITY < SIZE DEPENDENT DENT QN 4 PLACES STANDARD,TAPER Z CARSON MODEL 1220-12 BACKFLOW DIMENSION O WHITE CH 80 PVC UNION ELECTRIC CONTROL VALVE WITH 14"x 21"VIOLET I LAVENDER BLUE RESSURE REGULATOR FINISH SOIL GRADE AWAY FROM HEAD J WITH LID MODEL 1220-4 AND PIPE SUPPORT PER CVWD VG NIPPLE RAINBIRD:EPB-GP-NP-HAN-PRS-D m STAINLESS STEEL BOLT. NIPPLE-TYPICAL - I" STD.DWG.305. Z DOVER ETCHED"IRRIGATION GATE" (4)PLACESo ¢� CARSON MODEL 1220-1214"x21" < a%°m e m e e r i e°e•ii`°`°%°°'s°®e°e`m`°m`°®ee®•mi°is•°m®•••r•m a m®A°%:`P m°°Bm°°%ae°I mr"Ime'rg•e"B a°"%a°°e<a°`•;°®%aa`P•aas°°me°%•as°i°gr"B°ae O°se"/°a;im•r°m•e`eq°qqr°�a®` m" m I RED IOLET/LAVENDER WITH LID MODEL "°'•'�'ae "°°'�\\°°•0•• 9•mr c> a {CARSON OR EQUAL) I NIPPLE %^ %:ti %�%a %1,•%1,s,° �a;1,:%® °1:°°:°®8�m1°°.•::�1:°•a Z a a 1220 4 WITH STAINLESS STEEL BOLT '%°%°%% ,®®�°,e°m,;,mg B e°,®,®„• - I BLACK w 6°'THICKXI2"WIDE M z (OR APPROVED EQUAL) "`°` •;°•,°°°• .••• %:•: FINISH GRADE °°;.ewememe m •®r.r .m m m e::a::::.:a:: °..a..°a•.°.°..°°• ••°.•..°r.°•.::°°,°.°.•m•.•°°.°.°.°.° I _ I CONCRETE PAD(LENGTH IRRIGATION CONTROLLER WATERPROOF ALL WIRE z w AND ETCHED WITH CONTROLLER ••° °°°°°°°°°° VARIE5 PER SIZE/ CONNECTIONS CD AND VALVE SEQUENCE AI I I-1 I I PIPE SUPPORT I MANUFACTURER)SLOPE TO z rc I IWE I I - PER CVWD - z CARSON MODEL 1220-1214"X 21" PIG TAIL EXPANSION - 6 MIN. _ I STD.DWG.305. I DRAIN AT MINIMUM 2°l° LOOP MIN.24"LONG c�, ¢ /-FINISH GRADE II-III-II ___ ( ) USE WATTS B-6400-SS III-III- VIOLET/ WITH LID MODEL BALL VALVE FOR 1fz°-1 1�2° I-III-1 12"I FINISH GRADE 1220-4 AND STAINLESS STEEL BOLT. I) I I I II I I I I II III-I I UNION PLACE AT GRADE IN TURF AREAS RESILIENT WEDGE-2"OR LARGER WITH I((-)I I= PVC SLEEVE AND 3 ABOVE IN PLANT BED. - SIDEWALK 2"OPERATING NUT Ed I I I '�X ®4 TA '®0 A® PA REQUIRED FOR WATTS 403 RT-RW(2"-6") III-�I I �� ®� �� ® i PIPE THROUGH PIG TAIL EXPANSIO z -III III- IG TAIL EXPANSION �_ I I-III= CONCRETE PAD LOOP MIN.24"LONG I LOOP(MIN.24"LONG) z Z RECYCLED WATER GATE VALVE � ( ) cv WARNING TAG EPDXY COATED III-I VALVE z NIPPLE-TYPICAL � I�I III- RECYCLED WATER -III-I SEE NOTES I I- - FROM WATER SQ E - NI PLACES SCOTCH LOK EPDXY FILLED -I „ III WARNING TAG -III=III I I-I z CONNECTORS FOR ALL FLOW (( 3 III "' SIGH 80 PVC NIPPLE -III-I I I(-III- SENSOR WIRE CONNECTIONS. :.c WHITE _I I i (SEE NOTES) (MINIMUM 2"LONG) 90°!°CQMPA - SCH T PVC MALE INSTALL SCOTCH LOKS (COMMON} �� = BRASS ANGLE VALVE W/ ADAPTOR BLUE z FLOW ( ANGLE VALVCHAMPION AM IOUNION =1(I=1 3" 3 III-I I- REQUIRED INSTALLING FLOW METER. F 14 \ I(I= MODEL 300(1"-2") -III=III III-I I - al I 1=III=I III-III _ - WIRES , 3" III-_ SCH 80 NIPPLE-6"LONG SCH 40 PVC =I I=III I I=) I= TO METER ti , °:Ap /4 WASHED ° 1�I a•re Aas° qo,Gr ( � CRUSHED AGGREGATE TXT 90 ELL -- "T" RED • 0 I-I I opaQ° MARLEX 90 STREET ELL LINE TO SYSTEMS -III mi q CH 80 PVC NIPPLE °�"�-- I RIGID PIPE AND RELATED FITTINGS SHALL BE PER BLACK MASTER CONTROL VALVEp° a0° -III-I ga:pAaQ g••°•'ApQI I I=I I r CUCAMONGA VALLEY WATER DISTRICT STANDARDS. ELBOW F�dW ! °+ SUPERIOR MODEL I o{�°o° _III-I I °•Q° ppm° I I-I CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO TYPICAL(4)PLACES ° 3100 RW(1"TO 3") -III(= CH 80 PVC UNION -III=I ar,° III=III= CONSTRUCTION. °° MAINLINE DIA, 3/4"WASHED CRUSHED I-1 I -III-III I=1 I(=1•••°•.•• ,a°� °•� I I II�II I I(I a FLOW METER SAME AS METER SIZE POAEED TO A DEPTH OF ONTROL&COMMON WIRES MARLEX 900 ELL , °Oo."ef -III-III o a4° C; N NOTES: 6"IN FLOW METER AND NON-PRESSURE III-� N MASTER VALVE BOX. - ----- LATERAL FITTING I-III-�-_ - -I�I-I I(= 1. INSTALL PER LOCAL CODES. MAINLINE DIA. =III-III-III-I I I 1=1 I I-I 11=1 SAME AS FLOW NON-PRESSURE LATERAL LINE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'°FROM ANY METER SIZE MINIMUM DISTANCE DOWNSTREAM OF C? STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE(5X DIAMETER o 3/4"WASHED CRUSHED r 3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC.) OF FLOW METER SIZE) o BRASS NIPPLE NOTES: AGGREGATE BASE MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. MINIMUM DISTANCE UPSTREAM OF N SGH 80 PVC SXSXT TEE RESSURE SUPPLY LINE NOTE: 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PIPE(10X NOTES: C? 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. 0 11NSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. 0 1,LOCATE HEAD 2"TO 6"FROM WALKS,CURBS,HARDSCAPING, 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. o DIAMETER OF FLOW METER SIZE) o �n 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 0 0 6 21NSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. a MOW STRIPS AND EDGES OF LAWN, NOTES: N 3PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 2.USE TEFLON TAPE ON ALL MALE THREADS. 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. cv 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. N 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER 4PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. �D COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. C? VALVE NUMBER INSIDE VALVE BOX. u) 0 2. IN MULTIPLE FLOW METER/M.V.INSTALLATIONS MAXIMIZE THE DISTANCE o 6.ALL VALVES MUST HAVE RECYCLED WARNING TAG(PURPLE)CHRISTY'S PURPLE o 8. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2" 0 FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. . ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 0 4.HEAD CONNECTION AT BOTTOM INLET ONLY. MODEL NO.ID-MAX-P2-RC009.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. 7 o VALVE NUMBER TO WIRE INSIDE VALVE BOX. 0 N 3. MASTER VALVE AND FLOW METER MUST HAVE RECYCLED WATER TAGS . ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS(CHRISTY'S PURPLE MODEL NO.ID-MAX-P2-RC009) N N (CHRISTY'S PURPLE MODEL NO,ID-MAX-P2-RC009) N ATTACHED TO VALVES,ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. LID CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY O NC O CUCAMO G , CALIFORNIA N CITY OF ANCHO C CA ONGA, G LI O NIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY O RANCHO CUCAMONGA, CALIFORNIA ° PPR 7VED BY: ISOLATION VAL V STANDARD PLAN h APPROVED BY; APPROVED BY APPROVED BY: STANDARD PLAN REDUCED PRESSURE BACKFLOW h REMOTE CONTROL VALVE WITH APPROVED BY '� ° STANDARD PLAN ® F LOW T I N TALLAT I O N STANDARD PIAN STANDARD PLAN ° POP-UP SHRUB Y A - 3 or smaller 518 W W ° W PREVENTER - TYPE A 517-A 516 W SHUT-OFF VALVE & UNION so 39 ITY ENGINEER DAT SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.G.E. 53672 SHEET 1 OF 1 W CITY ENGINEER PATE W CITY ENGINEER DATE USE WI1H STANDARD SPECIFI4"ATIONS FOR PUBLIC WORK5 CONSTRUCTION 51 CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 Cr R.C,E, 53672 SHEET 1 of 1 W R.C.E. 53672 SHEET 1 OF 1 W R.C.E. 53672 SHEET 1 OF 1 A 111 11 F-4 Lill 1 0 a I if U m 0 F"' ' III EAD LIN` E SIZE BALL VAL`V1E BACIII(FLOW PRE" "ENTER FLU*`W METER "' EMU"TE Ctp%"NTRfIPNL "VAL"v"E POP ` P SHF11 I' D H SCALE: N.T.S. ALE: N.T. CALN.T.S. SCALE: N.T.S. AL N.T.S. 18' METERED ENCLOSURE HARDSCAPING(SEE NOTE 4) STRONG BOX MODEL NO. FRONT VIEW MPS SERIES --''�-TOP ENTRY BOX MODEL NO. I4 4,;, 44 ,4 CARSON MODEL 910 10"ROUND NOTE: LR/RRe DOME ANTENNA SB-SS-SERIES 4 ®, a a®•V 9,,® 4 ®® 44 44 4 PURPLE BOX WITH LID ETCHE STRUCTURE OR METER Ta FACE STREET PORT LOCATED OUTSIDE OF CALSENSE CONTROLLER BOX.INSTALLATION/LOCATION Mt�DELONOs}PER PLANS _ "QCV"AND STAINLESS STEEL BOLT. HARDSCAPING 101 BY CITY REPRESENTATIVE. C E N TE FINISH GRADE VERIFY DIRECTION PRIOR I AT GRADE IN TURF AREAS - 6"MIN, NOTE: TO MOUNTING ANTENNA ----COAXIAL CABLE I I ENCLOSURE TO BE GROUNDED PER CALSENSE HARNESS -I 3"IN NON-TURF AREAS 18"MAX. LOCAL CODE. , CALSENSE TP110 II III i 1' 120 VOLT DUPLEX OUTLET(GFCI), CALSENSE TP-1-40 I NON-SWITCHED ITH N IIRRIGATTIONCONTROLLDER OFF CONTROLLER SIZE. S, FINISH _ I III CLEAN BACKFILL-SEE ® t�p,P ► ENCLOSURE � -III SPECS.FOR MATERIAL. GRADE NO OPEN ELECTRICAL WIRING I III IIII-III- I SHALL BE IN CONTROLLER „ (v I I I III-� I I I I 90%COMPACTION REQUIRED LOCKING PURPLE CAP MIN. 3 X 3 X 6 CONCRETE MOUNT AREA. FINISH 8 f- -III I I®III- N -III I I� NELSON QGV WITH ° COMMON/CONTROL WIRES �- FOOTING INSTALL A MINIMUM MIN. w ► •••« ®• •® OF 3 ABOVE GRADE AND ° THICK CONCRETE c) MODEL 7645(3/4" 1) .® -ZO SLOPE TOP TO DRAIN AT a-` .4 , 4 4 .,41 gF03TABOVE GRADE RIND u'LIU �., _ I- -I I BEDDING ANDISHOADDING }} (( RADE 2° I IPROVIDE 6" NELSON#7641 SWIVEL. I -_III®�® •d�® ___ ®4 MINIMUM OF 2%. AND(1)HOSE SWIVEL. �, �",. SLOPE TOP TO DRAIN AT CLEAN BACKFILL SEE e ° STAINLESS STEEL - �t i I I T .=`t T= MINIMUM OF 2%. - -III SPECS.FOR MATERIAL - I ��I I-I I III 11-III®III I I -_ I-1 I I=III I I I I =III=III-I I I� N _® 90°!°COMPACTION REQUIRED 120 VOLT WIRE IN RIGID STEEL II SCREW CLAMP _I° - ` ® 111 III I I -I I III-t!I-I i I® CONDUIT(PER LOCAL CODE) I-)I I=III I I I I=)I I=III=I I "SCH 40 CONDUIT FOR MINIMUM(3}PLACES TO IRRIGATION CONTROLLER III-III I I I I III-I I I�I I h COMMON/CONTROL WIRES -III I h. II I II II 3/4°'WASHEDENCLOSURE 120 VOLT WIRE IN RIGID STEEL 90°SWEEP ELL "6' � I-I XL NON-PRESSURE LATERAL LINE: •- I=I III® -III CONTROL WIRE SLEEVE a CRUSHED P a t CONDUIT(PER LOCAL CODE 120 VOLT WIRE IN RIGID STEELT AGGREGATE BASE _ t q'� ) (TYP.) CONDUIT(PER LOCAL CODE) 90 SWEEP ELL "6' PURPLE SCH.40 SNAKE PIPE IN _ SIZE PER PLAN INSTALL TO POWER SIDE OF ENCLOSURE TO METER ENCLOSURE (TYP.) -III I I TRENCH ADJACENT TO PRESSURE 4 441) 20" NOTE: I I CSI ®III--"I III- SUPPLY LINE SCH 40 BRASS NIPPLE ALL CONTROLLER CABINET SHALL BE ALL CONNECTIONS SHALL BE WATER TIGHT 8 GROUND ROD ®III I®III .!.••.•.• PRESSURE SUPPLY LINE: I_ SIDE VIEW PRE-ASSEMBLED,TESTED AND INSPECTED "OUTDOOR TYPE"CONNECTIONS. _ • `''' ``'' `'' • '' ` '•• `'•• • ' r.� PURPLE SCH.40/CL.315 SNAKE ®�I I�I PRESSURE SUPPLY LINE SCH 40 BRASS NIPPLE IN THE FIELD BY CALSENSE. ENCLOSURE MOUNT II I I- PIPE IN TRENCH SLEEVE-SIZE TWICE 24 LONG III.-�-III. I I ®I I I I III®III- DIAMETER OF PRESSURE NOTES: I-III I II I ''II I SUPPLY LINE -IIII _ CONTROL WIRES-BUNDLE 6"TYP. 1, INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION �, AND TAPE AT 15'O.G.AND Lm ELECTRIC METER PER SCE TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. I-III I I INSTALL ADJACENT TO NON PRESSURE LATERAL rn 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE O CONTROL VALVES. -'I II -�• I I PRESSURE SUPPLY LINE LINE SLEEVE-SIZE TWICE SCH 40 BRASS 90° ELL ® 3. RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE I --I I I I III-'I I DIAMETER OF NON-PRESSURE N MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, I I-III-� I III LATERAL LINE 01 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. F PROVIDE 6"MIN.OF SAND o SCH 80 PVC 900 SCH 40 BRASS 900 I II I 6 �P' NOTES: o STREET ELL STREET ELL 0 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. BEDDING AND SHADING N N m 6. LR/RR DOME ANTENNA PORT 10 BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 1. ALL SLEEVES TO BE SCH 40 PVC, PRESSURE SUPPLY #4 REBAR STAKE LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 2.EXTEND ALL SLEEVES 12'"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. LINE FITTING 24"LONG SYSTEM PRIOR TO ACCEPTANCE. ( ) FINISH 8" 8'GROUND ROD 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. 0 o GRADE MIN. 2% 0 8. CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET,IT IS TO BE WIRED'HOT'. o 0 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 N PRESSURE SUPPLY LINE � , ., ., 9. INSTALL RECYCLED WATER DECAL(CHRISTY'S PART NO.ID-4100 4 3/8"x 3 1/2")ON CALSENSE NOTE: 0 (24"MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). ev CONTROLLER BOX, N N N 2"SCH 40 CONDUIT ti® 10.IF METER AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE SSE-MPS-BASE 1.PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION, N 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. R1 NATE: T _ ITI® ENCLOSURE THRU CALSENSE. 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. N 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. FOR LIGHT WIRING _ 0 2.PRESSURE SUPPLY LINE:21/2"AND SMALLER 18"MIN.DEPTH 7.COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE ���I - I I 11.ALL CONTROLLER CABINET SHALL BE PRE ASSEMBLED TESTED AND INSPECTED IN THE FIELD Q - I 1-I I 1=1 I I�I�I BY CALSENSE. Q 3"AND LARGER 24"MIN.DEPTH o 12.IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE N N ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART#EX-TA-ET-2-PRW. 4 CITY O RANCHO CUCAMONGA, CALIFORNIA �, MODEL#:ssE D R Ncu r' APPROVED BY: STANDARD PLAN cu LO CITY t,DF GO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY O G CUCAMONGA, CALIFORNIA 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA ° ICK COUPLING VALVE APPROVED BY: STANDARD PLAN APPROVED BY: CONTROLLER ASSEMBLY STANDARD PLAN (0 APPROVED BY: STANDARD PLAN (0 APPROVEDBY: UL1QUICK STANDARD PLAN 36 LLJo CLO INSTALLATION -TYPE A 524 TYPICAL TRENCHING 532 ° TYPICALSLEEVING 533 WI CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CD 522 (A) W W R.C.E. 53672 SHEET 1 OF 1 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER PATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER C' R.C.E. 53672 SHEET 1 OF 1 R.C.E. 53672 SHEET 1 OF 1 W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 RCE 53672 SHEET 1 OF 1 i _% E TR` ENCHING DETAIL `NLEEVI10`G " ETAIL ,W,g,UICK'r CO[J' PLER V`ALVE METER EINJ1CLOO"" IR C""""""i N T R"ON L L E R SCALE: SCALE: N.T.S. CALE: N.T.S. SGAL : N.T.S. SCALE: N.T.S. ! i)SC A pF r CID SCH 80 PVC UNION t4® ,Y4 UM IV/ 'Q `` Water Meter: Size 11/2" Ix SCH 80 PVC UNION cc � CARSON MODEL 1220-1214"X 21" z a PURPLE WITH LID MODEL 1220-4 CARSON MODEL 1220-1214"x21 .� W to Z m AND STAINLESS STEEL BOLT. LU VIOLET/LAVENDER WITH LID MODEL Elevation: - COVER ETCHED"STRAINER" z m 1220-4 WITH STAINLESS STEEL BOLT. ,fit INSTALLATION PRACTICES SHALL W (CARSON OR EQUAL) w z COVER ETCHED"PRESSURE REGULATOR" Static Pressure: High 142 Low 135ADHERE TO CVWD AND THE CITY'S 10 0 z (CARSON OR EQUAL) C Source Of Information: CVWD-T M NSON Ins _V.zw t 4 m FINISH GRADE - FINISH GRADE Phone Number: 909"987"2591 NOTES,CURRENT RECLAIMED WATER co Date Of Information: 07/31/09 ,� Da =I I II I II I II I II I II I I� S P V C M MV TF Q F Remote Control Valve: 4 Ii I II I I II I II I' Maximum Demand: 24 G.P.M. RECYCLED WATE III-I z -III WARNING TAG _ I-II Elevation of Highest Head: STRAINER WILKENS I-III (SEE NOTE III= M: WATER METER,CVWD STANDARD PRESSURE REGULATOR -III- S: STRAINER,STD,DWG.NO.517-C t Size Item P.S.I. Loss WYE S-MEND D 6") ` PR: PRESSURE REGULATOR,STD.DV/G.NO.519 RECOMMENDED �=I�I III- y' - GV: GATE VALVE,STD.DWG.NO.518 PIPE FROM I-I BF: BACKFLOW,STD,DWG.NOS.517-A&517-B II METER PIPE TO BACKFLOW ®)I I III- PIPE TO BACKFLOW QC: QUICK COUPLER,STD,DWG.NO,536 11/2 Water Meter 1.20 3" 3" PREVENTOR PIPE FROM I�1 I II i I 311 3'- I Ii I ,I I PREVENTOR FM: FLOW METER,STD,DWG.NO 516 11 METER I MV: MASTER VALVE,STD,DWG.NO.516 11/2 Strainer 0.20 II�I11= I III=1 11/2" Pressure Regulator(Fall-Out) 5,00 FLOW FLOW--- - 11/211 R.P. Backflow Device 12.00 3" I I=I 1-III 3 -III=I 1 I 1 I-III-I I 1 11 Flow Meter 3.24 CITY III-I I 1=_ 11/2° Master Valve 0.67 APPROVED ^o A°aa a°r I-I I-I 1 I - = 2 11/2°' Gate Valves 0.20 z � -I i I-III ° III-III- ( ) CID II-III-I 0•aoAsp I-III-III= 357' 2'° Main Line 1.70 -III-III AYE aa�oo o�,o III-III NOTES: _ _ 11/4 R.C.V. Assembly1.76 CITY OF RANCHO CUCAMONGA I` • -I I I-II IEE I I- -)1 1-)I I=III= 1. QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW, 69' 3/411 Lateral Line 3.014 it-I I-I I-1 i 2. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES i n � H_'hAkgS'ELw' wNw_"n R AD PAR"2'KWAY ' 3/4"WASHED CRUSHED MUST BE 10 FEET AND THE VERTICAL DISTANCE MUSTBE 1 FEET. _ 7 11/4 Lateral Line 0.06 `° ° ° USE WILKINS MODEL 500 HR(1-3") AGGREGATE BASE 3, IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE,THE RECYCLED WATER LINE 5' 11/2 Lateral Line 0.08Aff AM �m MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE. Fittings LOSS (10%) 2.9$ - 0 4, IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS TO PASS UNDER CD NOTES: A SIDEWALK,TYPE K COPPER MUSTBE USED AND EXTEND AT LEAST 1 FOOT PAST THE SIDEWALK Elevation Change (+3/4"WASHED ") I aD AGGREGATE BASE HED "' 1.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. BEFORE POLYYETHYLENEING TO WRAP.PVC,TYPE KCOPPER MUST BE COVERED WITH CHRISTY'S PURPLE Total System Losses: 32.13 o Rochester e to Z m 2.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. Y NOTES: 0 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. IF THE MAINLINE TURNS 90 DEGREES FROM THE WATER METER,CUCAMONGA VALLEY Pressure to Operate Head: 30.00 0 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE ELBOWS E B 1. ENSURE A MINUMUM OF 6"CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED ` 5. TO PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND TO AVOID HIGH WATER PRESSURE DAMAGE TO PVC FITTINGS. m00 AGGREGATE. VALVE NUMBER INSIDE VALVE BOX. Tota) Pressure Required: 62.13 IRRIGATION DETAILS m 2. STRAINER CAN BE PAINTED PURPLE WITH RUSTOLEUM#1961 A5 PER CUCAMONGA VALLEY � 6.ATTACH RECYCLED WARNING TAG(CHRISTY'S PURPLE MODEL NO,ID-MAX-P2-RC009) co WATER DISTRICT. S ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. Lowest Static Pressure Available: 135.00 a� Pre-Set Regulated Pressure (if required): 80.00 ° a o ° DATE: Ww ITY CUCA N , LI IA Residual Water Pressure: 17.87 7 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY CALIFORNIA ° APPROVED BY: Cp STANDARD PLAN N APPROVED BY: STRAINER I-- APPROVED BY: STANDARD PLAN POINT OF CONNECTION (P.O.C.� STANDARD PLAN City equried Residual Water Pressure. 15- 20 DESIGN RE MMENDED 2c °Ll "7_ PRESSURE REGULATOR VALVE 519 FOR NEW LANDSCAPE\�ITEs �6 A HIT RA DESIGN GROUP °, / �� CITY ENGINEER DATE T ARCHITECTURE(''�u a R.G.E. 53672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY ENGINEER CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ,J L LANDSCAPE+ A R tar ryng I ftT'ECT U R E R.C.E. 53872 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. 53672 SHEET 1 OF i SITE f LAN I V I I V l�S DRAWN 10221-A TRADEMARK STREET SHEET u u S T F1 A I arm' E R R' E E";S m F-1 E R E G" mum L A T 0 R% 1AL003% RAM P`R` ESSLJRE LOSS CALU" ULATIO' N RANCHO CUCAMONGA, CA 91730 CITY/FAC (9091 484-2600 FAX: (909)484-2602 - OF M N SCALE- N.T.S. SCALE: N.T.S. ALN.T.S. ALE: N.T.S. CHEC 7 SLA No. 2834 J C DATE 08/1.1/09 JOB No. 0926-5 ` a>CIO oQ o co00 PROJECT Sheet o - f H } K K { I } 3 €, .j 0. ..................... ..... LLj }; X,LUI —BASELINE ROADI­___ rF s y f S-1 T-1 S-2 S-3 S-2 S-1 S-1 S-2 —T-1 S-1 S-1 T-1 S-2 S-3 S-1 T-1 S-1 S-3 S-3 S-2 S-1 16 15 3 11 16 11 23 25 17 15 3 25 34 15 6 7$ 33 34 15 7 33 21 21 77 33 I IT OF WORK f �"�'k"�"k"��''�''�"�''�rr�''�'`'r'+�''a.'^��''�''�'.'�"':`''.ti,'"4''�''S."`w'"'.'"�'�.''.�,''�'�''S'�.'�''� '','�+•'�'�'''�'�''N"�''�. ''�'+,'�'�''�''�k'''�''�•�','k.':�'�'�. �a'+._________________________________________.._ - __ ... -- _ } '`�''`''t'�'''�''�''�''�'k''°'+'��'''�'�'4''a''�'.'a'' t''+,'�''a''a'�'�'k''�'h'.4"+►'''�'�''�*",`'w''�'�'�"'�'�'�.''"'�'�''�'�"�','�'''".'' . . . . . . . <.; .; .::::>:.:;.: .;:...;:.. .;..;:.: :....;;: :::: x #ice i::s, r LIMIT r. ry } EXISTING UTILITIESf CONTRACTOR TO VERIFY LOCATION OF EXISTING �r UTILITY LINES AND PROTECT IN PLACE. PLANTING NOTES : PLANTING LEGEND . 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS THAT PREVENT SYMBOL QTY THIS INSTALLATION PER PLANS AND SPECIFICATIONS, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING SHEET COMMENTS RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. TREES 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT -{- T-1 Magnolia g. 'St. Mary' St.Mary Southern Magnolia 15 gallon 20'o.c• 1 g Nursery selection to have REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 8'to top of first branch 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES,STRUCTURES, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 4, NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SHRUBS SPRINKLER SYSTEM HAVE BEEN COMPLETED AND TESTED, FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING 0 S-1 Trachelospermum jasminoides Star Jasmine 5 gallon 24"o.c. 224 AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO S-2 Berbers t. 'Crimson Pygmy' Crimson Pygmy Barberry 5 gallon 30"ac. 194 INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE 0 S-3 Nandina d. 'Nana' Dwarf Heavenly Bamboo 5 gallon 24"o.c. 91 OF THE CITY PRIOR TO EXCAVATION, � 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS PNpCqp��/ 9 BEYOND THE LIMIT OF WORK THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- um CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS COro ®� OTHERWISE APPROVED BY THE CITY. PHOTO SUBMITTAL NOTE- ALL PLANT MATERIAL,INCLUDING TREES,SHRUBS,AND VINES,SHALL BE INSPECTED AND APPROVED BY LANDSCAPE 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY,FINAL QUANTITIES FOR PLANT ARCHITECT,VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE, PHOTO SUBMITTALS SHALL INCLUDE NURSERY ign lure MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO -a! .o REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO eQ t $. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE SHIPMENT OF MATERIAL, SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO(I.E. PERSON, Dat ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS MEASURING TAPE,ETC.). TREES SHALL BE NOTED WITH HEIGHT(FROM FINISH GRADE IN CONTAINER)AND CANOPY AND DETAILS HEREON. HEAD SIZE. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 0 F C A�-`� HOURS PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. QUALITY OF NURSERY STOCK, 10, THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT, APPLIES TO ALL SHUB BEDS, 4 CY.NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM 125 LBS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND CITY INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON, GRADING DESCRIPTION OF REVISION DATE APPROVED OPERATIONS SHALL ACCOMMODATE THE MULCH. " 7NE-C-ITY WILL FOUVIPE 4"SHREPPIP WOOD 610P MIX04 71494j" 0V9 50PLIER. 7- CITY OF RANCHO CUCAMONGA ._- MLIVEXY _..R _ -. ... cp o Im ca BA3EL1rNE ROAD PARIK7WAI B� ADDITIONAL NOTES: ®d NO ROCKS LARGER THAN 3"WILL BE ALLOWED IN THE BACKFILL FOR ALL PLANT MATERIAL. East of Rochester ' �m ®o LiW M� --round Service Alert under, PLANTING PLAN U c O CC CC ® APPROVED BY-® . 4 O Uj Call: TOLL FREE N-% IA OL I rom f"% CITY ENGINEER RCE No. Iq 7 - tHDESIGN RE MENDED UL L F All N U t I y Rn C G ARCHITERRA DESIGN GROUP CU 1 -800 TREES SHRUBS SECTION 0 10' 0' 40' 80' JLP LANDSCAPE ARCHITECTURE co.C.n. FOR NOTES AND LEGENDS, SEE SHEET THISSHEET SITE PLANNING DRAWN 10221-A TRADEMARK STREET SHPT 4 22-4133CALL-OUT CALL-OUT DETAIL I I L-% RANCHO cucAMONGA, CA 91730 V U SYMBOL SYMBOL LETTER 909 484-2800 FAX: 909 454-2802 PLAN,FOR CORRESPONDING CONSTRUCTION L- JGG c c - OF SIZE QUANTITY SHEET I IRRIGATION - R�A No. 2$34Q" TWO WORKING GAYS BEFORE YOU DIG (gal./box) NUMBER INCi FOR .ISPECIFICATIONS, 1 20 JRC DATE 0$/1. 1/09 Toy NO. 0926-5 PROJECT Sheet No. of 8 NOTES: R 1, REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. STORM DRAIN/ CATCH BASIN 2. STAKES TO BE PLUMB AND UNDERGROUND BCR STAKE TREE PERPENDICULAR UTILITIES TO PREVAILING WIND. N HARDSGAPING(CONCRETE HEADER, CURB&GUTTER,SIDEWALK,ETC.) 5' MIN. �_ SIDEWALK UTILITY W E 4"OF COMPACTED WOOD CHIP c� ONE HALF OF SPACING MULCH. S.L. ��� REQUIREMENT FINISH SOIL GRADE I S Q���\�05 _ _ _ LIMIT OF PLANTER AREA CL U 12" METER 10' S' TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3"BERM TO FORM MIN. MIN. w LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN. TRUNK TO ALLOW FOR WIND 5' CURB AND GUTTER FLEXING OF THE TREE.BUT TOP OF STAKES BELOW MI NOT SO LOW AS TO LOSE HEAD OS GROWWHERE TH HABIT PERMITSTOP OF ROOTBALL TO 4 WOOD CHIP MULCH. SPECIE . SUPPORT OR ALLOWEXTEND 2"ABOVE _ NO WOOD CHIP MULCH SHOULD BE f Ac" THE HEAD TO DROP. Q MAIN TRUNK FINISH GRADE PLACED OR ALLOWED TO REMAIN z CM0 R ' BART, OF CINCH TIES SPACED 24" OVER THE ROOTBALL. ART,CONVEX SIDE AGAINST TREE FINISH GRADE AP SIDEWALK �+�, z TRUNK.ATTACH WITH GALVANIZED w SCREWS TO B'LODGE POLES. 00, FH DRIVE S•L• as, �\\�• � 12 MAX. �2"DIA.LODGE POLE PINE STAKES I APPROACH p �� ;� WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF 6 INTO 2 DISTANCE EQUAL TO THE SHOVEL CUT EDGE COMPASOIL CTED tc DISTANCE EQUAL TO THE UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL. NATIVE ON CENTER SPACING ON CENTER SPACING 5' 5' CURB AND 5' 10' 10' ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB MIN. MIN. GUTTER MI MIN, TOP OF ROOTBALL TO EXTEND 2" DISTANCE EQUAL TO THE ON CENTER UNDERGROUND TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. SPACING OF SPECIFIED SHRUB, STRUCTURE eg. TO FORM WATERING BASIN FOR UND COVER PLANT PIT TO BE 02 TIMES PLANT PIT TO BE(2 TIMES THE UNLESS SPECIAL CASE AS DESCRIBED TRANSFORMER VAULT. INSTALLATIONS.ONS LOCATE E OUT DE WIDTH OF THE ROOT ALL.NO ( WIDTH OF THE ROOT BALL. IN NOTE 4,BELOW. OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN NOTES: 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL NOTES: TO CITY ACCEPTANCE. OVER THE ROOT BALL. NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 0 FL k 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND 2. ALL TREES IN THE R.Q.W.ARE SUBJECT TO LINE OF SIGHT NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON INTO EDGES AT GROUND COVER AREAS. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. ROCDIAKS GREATER THAN 3" PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND �, 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR FACILITIES.IN ADDITION MAINTAIN 5'FROM CENTER OF TREE TO ALL UTILITY ARBOR GUARD IN TURF UNDISTURBED NATIVE SOIL. SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER OWNED WATER&SEWER LATERAL LINES. AREAS AND FRONT YARDS. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE. OOT BALL FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY t NATIVE BACKFILL WITH o NOTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES o a 5'FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. NO ROCKS GREATER o 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE o THAN 3"DIA, 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE OF ROOT BALL.DO NOT CRACK ROOT BALL. N N CON LEGEND ARE ESTIMATES ONLY. ENGINEERING DIVISION. 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY NATIVE SOIL UNDISTURBED 0 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING O o o STANDARD PLANS, o U, c, SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO N o SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. N CD N tD N CITY O RANCHO CUCAON A CALIFORNIA Q ITY A , LI I Q CITY RANCHO CCAO A, CALIFORNIA N CITY RANCHO UCA ON A, CALIF NIA a CITY C CUAO A, CALIFORNIA N N N O fV r" APPROVED BY; STANDARD PLAN I­ APPROVED BY: STANDARD PLAN (D APPROVED BY: DOUBLE T/`1\ T STANDARD PLAN /''� 0 (-•` h- APPROVED BY: STANDARD PLAN APPROVED BY: SHRUB GROUND C STANDARD PLAN MULCH INSTALLATION TREE PLACEMENT 1 0 W CONTAIN PLANTING `(�! ACING 508 w 509 W 5 W 5 L - 2 " !\ a/® ® 506 6 � i j CITY ENGINEER PATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C!) Cn > W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. 24953 SHEET i OF 1 > CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 X R.C.E. 24953 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 LU R.G.E. 24853 SHEET t OF 1 X R,C,E, 24953 t� R.C.E. 24953 A m skin Ufam"n' LANkIlEgn' oil oil FL I H R U S A I N G TR_" EE PLACEMEN"I'm Tffn-""' EE PUNNTINC."I S H rhm% U B"" LA N T I N G" a %.; all SCALE: N.T.S. MINI SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Uj Q J 0 � o Q£ ot. 0- PROPOSED PROPOSED Azi LANDSCAPE EXISTING PERIMETER WALL EXISTING .- STREET CURB n . re as 51-811- I-QII-61-811 5I PLANTER PROPOSED SIDEWALK L A _ � SCALE: SCALE: SCALE: SCALE: 1/4" — 1 D SC A F w� um CO ca � cp m Igna pre 31-'.O e to ,h DateDESCRIPTION OF REVISION DATE. CITY APPROVED Cl Y F RA CH, CUCAMONGA d-j -2" -sr 0� A p A W A 7 BA E LIN.E UAD AR]i oa East of RlWchester N � PLANTING DETAJE�N m G} V/ X r tQ N � Gt OWS SCALE: SCAL ° 11 SCAL : AL : DATE: 0 CID CC CITY ENGINEE RCE No. 53672 Wo � Q DEsz�N RE MENDED ARCHITERRA DESIGN GROUP N � JLF LANDSCAPE ARCHITECTURE c SITE PLANNING DRAWN 10221-A TRADEMARK STREET S , ET cc m RANCHO CUCAMONGA, CA 91730 CITY (909)4842800 FAX: (909)484-2802 OF ca Q ECKED RLA NO. 2 DRAWING NO. a N ¢ 08/11/09 0926-5 4 N JC DATE JOB NO. Qcn O b PROJECT Sheet No. 7 Of 0 a� ►► ►► ►► ►► ►► ►► t r . w ► �� w w .. W w - �z« w W �- -.. _ w - -p _ w d W TV q 12-4- p2 p w 41' w __" 4,« w w w �� T. LI E 4 1 - w _. -. .,. -. w �,�w �". , n" .. .w . .. _ ._.. ESI T. ,4. EXIST. FIB—OPT« LINE w _ w �,p _-_- PROTECT IN 'L�, E ► 1 „, .» .-. �»«.„ .. .. • p.•. .,. . 7-7 � p OPT FIB sR EXIST. TEL. LIME FIB 7777-7:7777=! FIB OPT EXIST. PROTECT I - " FI 7P FIB-OPT P 308 ......_ �,.._..•,,�.,.-... ,....�-_ -^^^•` .....,w. ,.,�-,. .—..- ..-, v...,... .. 5 .. _ - 3_ LO -m -FIFO la •,a a ., t 1` FIf1 QP T m 'T�® a. QR1.g' a, `$,f6�OPg ! M& MENNNE 111m= :PA% ...... ,,..�...� a. _ ..• ..�>' 'aTiQ -0•. a , R � U �. _ . r - FIB C7P7. -- FIB °. �.^ uj _... " 1a - . o FIB OPT ^' r _ cd r ,— ._ EXIST. WALL WO zLD ► g�1 r' '� �. ► N �. ° ►► ..� " �. ►► ► 4 4 3 `°t FE NEL R �t ►► ►► ►► 0ROAD M3 LINE ROCHESTER AVE SE G t „ 4C �� ww w w �•w 1 1 _ - _ - r.M _ _.._.� -_ ._.�.. . .. ..-_, ,. . . .. . ... 277) +_0..fit, �. 2 1 _ FIB OPT »---•�.. �..,,.,�- .�-m"'" Ft&-OPT — F B,t�PT ,.:I . FIB-OPT ,... , t j 0 FIB-OPT, FM-OP r FiB.oPI �, 7 Asa FeB—OPT FIB-c P`r . m,. a., .: a OPT► FIB-OPT C 3 C -a FIB P .- ^ .. FIB-OPT .K �{. CST) C FEB-OPT — � �{. 0 Cf) LL C! h. 9 W '+ 5 `� 00 g'R � � 4 4 3 cq 4 4 T S2 ca N •; Q�� 4 t cv _ z U 0 RCOAD t 4 4 4 4 + wQU r t N N as a11NOW z No. 53672 co cv No. 2563 'A 'm 13 A 44w w Exp. 06-30-11 Exp. 06-30-11 • 6" ® ® I 1 CONSTRUCT " THICK P.C.C. SIDEWALK, WIDTH PER PLAN 1 �,`F PER CITY STD. DWG. NO. 103. & CONSTRUCT 3" THICK, A.C. SID ALK, WIDTH PER PLAN. 2% _•.... GRADE _ x @¢ uvSWp ay O +.-, .��_.+au •.v+.�..«Y°•�f. 9 IllSIGN PER PLAN1- _ ►► 3 RELOCATE �..�, -r- t 4�--- PROTECT IN PLACE. EXIST. V�@ CURB & GUTTER 5 SA CUT REMOVE PORTION OF A.C. BERM. r- B ADJUST PULL OX TO GRADE AS NEEDED. Ion All 7 FILL DIRT AND COMPACTED TO 907 I (APP OX. 0 C.Y. IMPORT.) DATE #PpRavm. _. —..— �— .. . . N.T.S. SCI O OF SIO -_w --- w - w R/W CAMUNGA VARIES . ® TO 11.6" cffy ur n own i — � - P LAN - l �! SCALE: 199-40 ROAD WE U14L EXISTING a I ambloxv" BLOCK ALL PARKWAY LANDSW �`• 4' 1 r BENCH � ROCHESTER TO DAYCREEK BLVD LJ 2 VARIES SEE LANDSCAPE SEE PLAN PLAN i-- iAPPROVED BY: RCE*- 53L72 — 2% 2% CRY ENGINEER 2 d- SLOPE c� PLAN PREPARED BY: DEM Xz •,,� _ _ t 4 f a m �a, -- _ ��-.� � VA NCH CUCAMONG -- -ry t �., ITY A �w 1000 i DRIVE t t� �; . EXIST RANCHOU AMO , A 17301 k„ DRWN A OF cI �a ..._ __ ° 4 CURB & GUTTER MV CID FILL DIRT 4 EXIST. CURB GU RDRAWM NO. au 7 , . T.SIGMA! ERE NEEDED a. � 9®9� MIN. cOMPAC11ON 2259 cn 4 4 4 2 All 4 c7 I N.T.S. 6 7 I N.T.S. OJECT H ---