Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1991-L
DEVELOPER OWNER ANDSCAP A.RCHIT CTURA P ANS GRANITE BIOMES 2 PARK PLAZA, SUITE 700 TRACT16100IRVINE, CA 92614 (949) 250-9229 EAST SIDE DAY CREEK BLVD . STA ., 71 + 50 TO 75 + 00 NORTH SIDE OE WOLFSON DRIVE BETWEEN BROOKSTONE PEACE AND DAY CREEK BLVD , LANDSCAPE MAINTENANCE DISTRICT NO . 10 VICINITY MAP GENERAL NOTES SHEET INDEX W F_ 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 THE CITY. a v PROJECTN 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. p LOCATION 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD VICINITY MAP SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 0 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY o DAMAGE INSURANCE AS REQUIRED BY LAW. N INTEc E,pLATE 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT CREEK a ���C 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-1 TITLE SHEET w L-2 CONSTRUCTION PLAN WILSON AVE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-3 IRRIGATION PLAN RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-4 PLANTING PLAN a Q L-5 IRRIGATION CONSTRUCTION DETAILS 15 W 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-6 PLANTING CONSTRUCTION DETAILS X HAVE BEEN APPROVED 8Y THE CITY ENGINEER. W L-7 IRRIGATION SPECIFICATIONS TZ 3 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, /AD ALL SLOPES SHALL HAVE A 1 FOOT L-8 PLANTING SPECIFICATIONS WIDE FLAT AREA AT THE TOE OF SLOPE. L-9 ELECTRICAL/LIGHTING SPECIFICATIONSIT o 210 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-10 ELECTRICAL/LIGHTING DETAILS L-11 ELECTRICAL LIGHTING PLAN o ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL W NOT TO SCALE CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L-12 LMD WALL PLAN o o� OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW U GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL o REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER Lio COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. Z BASE LINE ROAD Q 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. v 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. o W U 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: a_ * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS w BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS w BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS o BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS Li 13. a MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, z } PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP ,4. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. LO * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. w * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. Z CIVIL ENGINEER: LANDSCAPE ARCHITECT: ELECTRICAL ENGINEER: 6 THATCHER ENGINEERING STB LANDSCAPE ARCHITECTS LDB INCORPORATED arwwc o 345 5TH STREET, SUITE B 15 SOUTH 5TH STREET 3051 EDINGER AVE. Z vi REDLANDS, CA 92374 REDLANDS,- CA 92373 TUSTIN, CA 92780-7204 (909) 748-7777 (909) 798-7490 4 (949) 733-8038 0 Z 0 La aI cwt F c 0 0 w co w o 4` z a 3 LANDSCAPE QUANTITIES A E410 hNfwr /2 / z> or z C_1 ICA U u Li 0 N TOTAL LANDSCAPE AREA: 14,456 SF. o tiNON-TURF PLANTING AREA: 8,388 SF. ° 3rd ` HARDSCAPE AREA 4 SIDEWALK WIDTH); 2,112 SF. My o 2 HARDSCAPE AREA (SIDEWALK OVER 4 AND COBBLE): 5,752 SF. DESCRIPTION OF REVISION DATES 3 a PRECENTAGE HARDSCAPE OF TOTAL LANDSCAPE AREA: 40% 4Z w z • ':, CITY-MAINTAINED RETAINING WALL: 886 LF L-1- CITY O F RANCHO C U CAM 0 N GA $? o DECORATIVE LIGHTS: 3 O � 0 U i r � TOTAL OF ALL AREAS: 6,568 LF }- TITLE SHEET TOTAL ACRES: �-- TRACT 16100 Ld DAY CREEK BLVD. D W r 4s r , EAST SIDE DAY CREEK STA. 71 +50 TO 75+00 r T- �fs y Lim f ,r CERCIS CANADENSIS 2-15 GALLON NORTH SIDE WOLFSON DRIVE GEIJERA PARVIFLORA 2-15 GALLON BETWEEN BROOKSTONE PLACE AND DAY CREEK U LANDSCAPE MAINTENANCE AREA PYRUS BETULAEFOLIA 10-15 GALLON c NA— SEE SHEET L-2 FOR CONSTRUCTION PLAN WASHINGTONIA ROBUSTA 4-16' BRN TRNK �`, APPROVED BY: DATE: ?493 / Q-Of aN CITY ENGINEER /� ((,U �( Ln SEE SHEET L-3 FOR IRRIGATION PLAN WOLFSON DRIVPLM I SEE SHEET L-4 FOR PLANTING PLAN ► E IN W. r0�o� RECOMM g CERCIS CANADENSIS 2-15 GALLON lI9R. �,/, CR SEE SHEET L-11 FOR LIGHTING PLAN �& GEIJERA PARVIFLORA 5-15 GALLON m APE ARCHITECTS SEE SHEET L-12 FOR WALL PLAN ' 05 ��l�y�j °�"'" LUflXXB "� `� �nON �» FRAX I N U S OXYCAR PA 8—15 GALLON i �r app 15 South 5th Street Redlands, California 92373 L-1 OF 12 NOT TO SCALE 9TH OF ��' CQ`, CHECKED w 909 798-149D Fm� 909 307 8235 SWM NO. yl,q16; STB -! ckuG st4fon aroh. ,No. 463 1991-L PROJECT SHEET N0. OF -rtef EDISON EASEMENT - -------------—---- -------------- ------------------- - i 1--- R�i i ! , j LIHIT OP WORK - ' - 5' TO 10'+ I L ; VARIES - ;-- Pnlv�r� PERIMETER I , I BLOCK WALL I PER ENDS WALL PLANS I 4 VARIES I 116' 5' TO IO'+ 20-4 j I ! 3 RMI i I ,-5. DAY GREEK 2 f BLVD. I I i 10' WIDE MEANDERING PAD r 1 8 PEDESTRIAN TRAIL PER ENG'S. I ! TVP. " STREET IMPROVEMENT PLANS it l -4 33'-11 18-1' SECTION AA _ DAY CRXE-K BLVD,,,•, LAYOUT 4 STAKING CONSTRUCTION NOTES x.T.S. I I s L BASE PLANS WERE PREPARED FROM COMPUTER DISKS PROVIDED BY THATCHER ENGINEERING. 10 SIDEWALK PER CIVIL talG'S STREET IMPROVEMENT PLANS j{ tJ2 COMMUNITY TRAIL PER CIVIL ENG'S STREET IMPROVEMENT PLANS I_ i Uj fi i j 14'-2" 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN51ON5 IN THE FIELD PRIOR TO U3 STREET LI644T5 PER CIVIL EN16 5 STREET IMPROVEMENT PLANS z PROCEEDING WITH ANY WORK, ANY DISCREPANCIES POUND SHALL BE IMMEDIATELY REPORTED ® BLOCK WALL PER CIVIL ENDS WALL PLAN, fli v,4 rE vwj& Q ii I I 16 TO THE LANDSCAPE ARCHITECT FOR AN OPINION ON HOW TO PROCEED. Op,RETAINING WALL PER CITY STD. PLAN 604- SHEET L-12 LMD MENT 2 ! 1 WRITTEN DIMENSIONS ARE FOR WOEANCE ONLY AND MAY VARY PLUS OR MINUS. R/w ' 4 -3" _ RETAINING WALL PER CITY STD. PLAN 604- SHEET L-I2 v IE I z GONTIRMTOR TO AD.IUST DIM�IONS A5 NECESSARY TO MEET Ma D CONDITIONS. 25' - --�----0 TO 15' f G DOWN DRAIN PER CIVIL ENG'S GRADING PLAN 2' ne V'vr5, g 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED ONES. PERIMETER STORM DRAIN INLET PER CIVIL ENO'S STREET IMPROVEMENT PLANS IE_ MOCK WALL G) 4. CONTRACTOR SHALL STAKE ALL ELEMENTS IN THE FIELD AND HAVE SAID STAKINO APPROVED 10' TO 25' ± 7-4 8 COBBLE HARDSCAPE PER CITY 5TD. PLAN 542 SHEET L-b PER ENDS HALL PLANS BY THE CITY PRIOR TO FINAL IN5TALLATION. NOTIFY THE CITY A MINIMUM OF 4 o HOURS O i 30'-6IN ADVANCE OF THE NEED FOR ANY INSPECTIONS. ® CONCRETE HEADER PER CITY STD. PLAN 534 SHEET L-6 VARIES 10' i 10' TO 15_+ PAD U) E: L m +� DECORATIVE PER ELECTRICAL ENG. 5EE SHEET L-9 THRU L-11 (SEE FLAW 0 II ELECTRIC SERVICE PEDESTAL PER ELEGTICAL ENG. SEE SHEETS L-1 THW L-11 II - 3'-8" / z ij VARIES W 4' TO 8'+ I ! 16'-1 DAY GREEK �% j n ! ! BLVD. 2______ r 2-i/2 RETAINING WALL 0. STA.-11+10 TO-12+5.3PER S w X / / r = ;II I 10'-4' _ \\ G 10' WIDE MEANDERING 8-5 3-8" STREET TRAIL IVEtxrRPi SECTION BB O - DAY GREEK BLVD. Ij i I 0 N.T.S.12'- " _ 1 I j '-3" TYP. 4 A o A 15'_'c7'-9» 8 3 Q Li d - - -- LMD pn_1✓ATE z y_7' LMV PERIMETER EASEMENT BLOCK PER ENGL NALL PLANS i ! 5'-6" ib' TO 23' + 2' m I G I' S' 400VARIES W { 1 12'-1 12'-5" 7'-11' - /i II' TO 18' f PAD � - i a ii % ?113'-1 ' 4'-4* - ' /,- R1Y4 \/ \\, �O�BL_.E W(CURB i " i 6.5 j \ \/ 2-1{2' RETAINING HALL o t0'- 1 -2 22 9 ii ` j 3' fi//� PER ENG'S WALL PLANS z RM V woLPSox i o 11'-2 DRIVE 2 = G iii I 3 11 4-7"i /� I 12' i i \ iii 1 I -10 i LI IT \r. (� �: i 4' 12'-11 ,\ 4'-7" RAW 't 5' SIDEWALK PER EN6'S 12-1 . » , STREET IMPROVEMENT PLANS SECTION CC 6_9 II i I i '-1"18' 10°7- / �12-2 4'-2" z I; I I Ii I 15j4" 1 5'-2 WOI.FSON DRIVE it I I I I 6'_9 I7.-2» 0'-10'� 4p- -2" - - 4 8'-3 15'-3 13'-4 18'-11,.i( 1-20 Lj - � l " 3' 10 7,-2» 8'-4" » g'_1 f8.., 21' ` o 14-9 3-8 �- il -4" 12 4' _ 2- S REVISIONS 55'-10 06-10 3-9' W 6'_g" -10 T -8 2- _0((DD _5• _ _ i' I ' � � DESCRIPTION OF REVISION DATE CITY i CITY OF RANCHO CUCAMONGA `= CONSTRUCTION PLAN ' ` DRIVE TRACT 16100 ' Ln :::-�.; ► _ OLFSoN EAST SIDE DAY CREEK STA. 71 +50 TO 75+00Of ------� -r_ W I NORTH SIDE WOLFSON DRIVE - ---- ---- _------------ BETWEEN BROOKSTONE PLACE AND DAY CREEK i -- -----—�; ---------------------------_-____------------------_----- APPROVED BY DATE: ___--_- T. CITY ENGINEER ____ _�__ __ _______ - - - ----- yaN 6U fp ----------------------- 0 20 40 GO ��, � cy ---- RCE: 24953cn 0 y �, DESIGN ,�. — RECOMMENDED z - CR & LANDSCAPE ARCHMOTS UNDERGROUND *ERVIC($ ALERT * (D r7 * DRAWN � ,�. L&NDSWE ARCEHICTM SHEE . IRRIGATION CONSULTANTS 2725 \V., CAD D 15 South 5th Street ; C'�'C�®® qTF OF Lk� Redlands, California 92373 L-2 OF 12 0 REFER TO SHEET 6 FOR CONSTRUCTION DETAILS CHECKED ` 909) 798-7490 Fax (9W) 307-8235 DRAWING N0. s STB CA Lac. N2725, NV Lk. No. 466 sotblan( h.com 1991—L TWO WORKMiO DAYi 8MM YOU NO PROJECT OF XERISCAPE ASSESSMENT SYSTEM SUMMARY PRES%RE CALCULATIONS PRESSURE CALCULATIONS IRRIGATION NOTES 50H 40 PVC 5LEEVIN(5 CHART POINTS REFERENCE WATER METER # 1 11-1/2' WATER METER # 1 1-1/2" - , + " IRRIGATION (POINT VALUE) GLAIMEIX5HE:ET #/REF #) ELEVATION 1824.2 ELEVATION 1824.2 NtL^L I-1/2'WATER METER,�PROVIDED Y GYWD,15 REQUIRED A7 ALL POINTS OF 1-1/4 SLEEVE 1-3 WIRES 1/2 PIPE STATIC PRESSURE 10241.2 P.S.l. STATIC PRESSURE 105-117 P.S.I. COW611ON•TIE OONTRAGTOR SHALL MAKE AND PAY ALL COSTS FOR THE Z = 1-I/2' SLEEVE 48 WIRES 314"PIPE 1. LOW GALLONAGE IRRIGATION SYSTEM 20 L-3/ Q11 SOURCE R INFO: GVWD-MJGO SOURCE OF INFO= 105-In U60 INSTALLATION OF A NEW WATER METER,INCLUDING HOT TAP AND SERVICE LINE. -�n EDISON EASEMENT 2. AUTOMATIC CONTROLLER 20 L-3 (?H PHONE NUMBER: (50g) 961-2581 PHONE NUMBER: (clog) 961-2511 CONTACT THE UJGAMON6A VALLEY WATER DISTRICT FOR G05T5 AND INSTALLATION PROCEDURES. 2" SLEEVE 14-15 WIRES I" PIPE 3. DESIGNED TO WATER PLANTS 13Y WATERING NEED5 10 L-3 DATE OF INFO: 11L1L�_ DATE OF INFO: 11LIL4.3 TYPICAL POINTS OF CON�N�-C�TION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE 4. 501L MOISTURE SENSORS - - REGULATOR(IF REQUIRED)FOLLOWED BY A BACKFLOW PREVENTION DEVICE, 4 2-V2' SLEEVE f6-24 WIRES 1-I/4' PIPE 5. RAIN SENSORS 5 L-3 '® REMOTE CONTROL VALVE # II SIZE: 1-1/4' REMOTE CONTROL VALVE # 10 51ZE: I-II4 FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER VALVE.ALL EQUIPMEINT 51ZlrD 3" SLEEVE 23-35 WIRES 1-1/2' PIPE 6. WIND SENSORS - - MAXIMUM DEMAND: IT G.P.M. MAXIMUM DEMAND: 30 OP. PER PLAN. INSTALL ALL EOJIPH34T PER CITY 5TANDARD5 AND SPECIFICATION5, ?. 5EN51TIVE TO SLOPE FACTORS 5 L-3 Q ELEVATION OF HIGHEST HEAD: 1651-6 ELEVATION OF HIGHEST HEAD: 16214.70 KANWACTURER'S RECOKIENPATIONS ANO LOCAL LI 1T OF WORD 4' SLEEVE 36-50 WIRES 2-2-1/2'PIPE e. RECLAIMED OR REGYGLED WATER T BE AS DIRECTED ON Y A REPRESENTATIVE5�T TM LOCATION OF THE EQUIPMENT 6' SLEEVE 51-100 WIRES 3' - 4' PIPE TOTAL POINTS GLAIMED:-,(p-O BACKFLOW PREVENTION DEVICE 15 TO BE INSTALLED WITHIN A COAST 6UAR05HAGK 065-3 QTY. SIZE ITEM P.5.1, L056 CITY. SIZE ITEM P.S.I. LOSS ENCLOSURE AND SHALL BE INSTALND LED PARALLEL TO THE STREET A %REEINED 1 IRRIGATION EOUIPMENT LEGEND I I-I/2" WATER METER .5 1 1-1/2' WATER METER 1.6 NTH%fW5 WHENEVER POSSIBLE. 5YMDESCRIPTION MANUF MODE- P51 GPM RADIUS NOTES 1 1-1/2" PRE55URE REG. 25 1 1-1/2' PRESSURE REG. 5.0 R/W 1 1-1/2" R.P. BACKFLOW 1150 1 1-1/2" R.P. BACKFLOW 11.50 THE DESIGN 15 DIAORAMMATIG,ALL PIPING,VALVES,ETC.5HOWN WITHIN PAYED (( p POP-UP SPRAY SPRINKLER RAIN BIRD ►812-5AM-PR5-50 30 .1 5' ADJUST A5 REQUIRED,SEE 5TV.PLAN 534 SHEET 5 1 1-1/4" FLOW METER 416 1 1-1/4" FLOW NET ER 416 AREAS ARE FOR DEVON CLARIFICATION ON Y AND SHALL BE INSTALLED IN PLANTING 11 1 1-1/2" MASTER VALVE 2 1 1-1/2" MASTER VALVE 2 AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETHEEN THE SPRINKLER SYSTEM,H^IALLS, POP SPRAY SPRINKLER RAIN BIRD 1812-SAM- 5H-5H 30 2 5' ADJUST A5 REQUIRED,SEE STD.PLAN 534 SHEET 5 I 1-1/2" CATE VALVE -10 1 1-1/2" GATE VALVE 175 STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. \7 POP-UP SPRAY 5PRINKLER RAIN BIRD 1812-5AM-PR5-EVAN 30 VARIES 5' ADJhT AS REQUIRED,SEE 5TV.PLAN 534 SHEET 5 321 L.F. 1-1/2' MAINLINE 231_ 15 L.F. I-I/2" MAINLINE 1_ k l SLEEVING ER GOBBLE CONTRACTOR SHALL VERIFY ALL GONDITT01N5 AND DIMIN510N5 5HOWN ON O Po'-UP SPRAY 5PRINKLER RAIN BIRD 1612-SAM-PRS-60 30 26 6' ADJUST A5 REQUIRED SEE 5TV.PLAN 531 SHEET 5 1 TOT R.G.V. ASSEMBLY LINE Y -32 I I-V4" LATE ASSEMBLY _- 9_ PLANS- 1 I HiARDSGAPE TYPICAL. ! TOTAL LATERAL LINE L055 3.2_ I TOTAL LATERAL UNE Lo55�_ D 5GI REPAANGIES SITE PRIOR BE REPORTED Ti�P� DIRECTION INIMEDIATEI.Y TO THE GIT(. ( MMIar-ZMENT OF ANY HORK ALL SEE SHEET 2 FOR 15 POP-UP.PRAY SPRINKLER RAIN BIRD 1612-SAM-PR54H 30 32 6' ADJUST AS REQUIRED,SEE 5TV. PLAN 534 SHEET 5 53 LF 3/4' LATERAL LINE 14 LF 3/4" LATERAL LINE GOBBLE LA T. • POPaJP SPRAY SPRINKLER RAIN BIRD 1612-SAM-PRS-6F 30 1.04 8' ADJUST A5 REQUIRED SEE STD.PLAN 534 SHEET 5 5 LF V LATERAL LINE 56 LF I' LATERAL LINE THE CONTRACTOR SHALL FAMILIARIZE HIM5ELFMER5E.F WITH ALL UNDERGROIW UTILITIES, I 6 LF 1-1/4' LATERAL LINE 6 LF 1-II4" LATERAL UNE PIPES AND 5TRUGTURE5,AND 5HALL TAKE 5OLE RESPONSIBILITY FOR THE REPAIR /REPLACDANT, O POP-UP SPRAY 5PRINKLER RAIN BIRD 1612-5AM-PRS-&VAN 30 VARIES 6' ADJUST AS REQUIRED,SEE 5TV.PLAN 534 SHEET 5 35 LF 1-1/2' LATERAL LINE AT NO C05T TO THE CITY,FOR ANY DAMAGE OF SAID LWEREROUND FACILITIES. I C POP-UP SPRAY 5PRINKLER RAIN BIRD 1612-5AM-PR5-10H 30 .14 10' ADJUST A5 REGiUIRED,SEE 5TV.PLAN 531%M 5 1 L.5. FITTINGS L055(10%) .32 1 L.S. FITTIN65 LOSS(10%) .45 _ CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM 0 POP-UP SPRAY 5PRINKLER RAIN BIRD 1612-5AM-PR540VAN 30 VARIE5 10' ADJUST A5 REQUIRED,SEE 5TV. PLAN 534 SHEET 5 ELEVATION CHANGE (+23.61) 10.30 ELEVATION CHANGE (+23.0 10.3 COVERAGE WITH MINIMAL OVFRSPRAY ONTO WALKS,STREETS, WALLS ETC.THIS SHALL k 6 POP-UP SPRAY SPRINKLER RAIN BIRD I6I2-5AM-PR5-11•-42H 30 1.3 12' ADJUST AS REQUIRED,SEE STD.PLAN 534 SHAT 5 INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE%PEEN TOTAL 5Y5TEM L05MS 3-1.54 TOTAL SYSTEM LO55E5 43.31 (P65) IN ALL 5PRINKLER FEAD5 AT INITIAL 0O*RXTIO . L 0 POP-UP SPRAY SPRINKLER RAIN BIRD 1612-SAM-PRS-V-IZVAN 3O VARIE5 12' ADJUST A5 REQUIRED,SEE 5TV.PLAN 534 WET 5 PRESSURE 70 OPERATE: HEAD �0_ PRE55URE TO OPERATE HEAD 3_ WHEN VERTICAL 085TRUCT10N5(FIRE 14YCPANM STREET LICHT5, �22 S.F F FLOW METER GAL5EN5E 1-1/4'(CALSENSE #FM-1.258) INSTALL PER MAP. REG.,SEE STD. 516 SHEET 5 TREES ETC)THAT INTERFERE NTH THE SPRAY PATTERN OF THE SPRINKLER HEADS D TOTAL PRESSURE REQUIRED 614.014 TOTAL PRESSURE REQUIRED -0.31 z L0157 57ATlG P.5.1. AVAILABLE: 105 LOWEST STATIC P.S.I. AVAILABLE: 105 50 AS TO PREVENT PROPER COVERA6E THE IRRIGATION CONTRACTOR ELECTRIC CONTROLLER GAL5EN5E ET2000-12-LR-RRw/TPI,TPIIO AND LR-DOME SEE 5TV PLAN 522 SHEET 5 e LL FIELD ADJUST THE SP NgZR SYSTEM BY INSTALLING A QUARTER s INSTALL IN STRONG BOX 58-24-55-12OV. PRE SET PRES. RE6UL.VALVE D- PRE SET PRES. RE6UL. VALVE CIRCLE OR HALF CIRCLE 5PRINKL.FR HEAD ON EACH 51DE OF THE I 1 RESDUAL HATER PRESSURE: CITY REQUIRED RESIDUAL: 1551MAL HATER PRESSURE: -200PPSI CIITYI REQUIRED RESIDUAL: 15-20 PSI OB6TWC.71ON 50 A5 TO PROVIDE PROPER COVD06E.ALL AD.J<151MENT5 a PRESSURE REGULATOR WILKEN5 500 5EE 5T V. PLAN 511 SHEET 5 SHiALL BE MADE AT NO ADDITIONAL G05T TO THE CITY. z 't-m-I _ C� OUICK-GOUPL.IN6 VALVE RAIN BIRD 33-DNP SEE 5TV. PLAN 535 SHEET 5, INSTALL AT 150'O.G.MAX. NOTE: z INSTALL ONE SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE -j U " HERE PRESSURE EXGEED510 P.5.1 AT THE VALVE THE CONTRACTOR SHALL 5ET THE FARTHEST REMOTE CONTROL VALVE(RV)ON EACH BRANCH.PIGTAIL EACH ORANGE WIRE AT 1T-C m GATE VALVE NI$GO 1-I/2 T�85-70-66 SEE STD.PLAN 518 SHEET 5 ( ) i Q 1 11 I VALVE'S PRESSURE REGULATOR TO 60 P.5.1. ENCLOSURE. INSTALL TERMINAL 5TRIP5 IN ENCLOSURE FOR IRRI6ATION WATERING. IRRIGATION CONTROL VALVE RAINBIRD EF8-PRS-0-51ZE AS SHOHN SEE M. 520 SHEET 5 IRRIGATION SYSTEM SYSTEM 15 BA5ED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND z IRRI6ATION MASTER VALVE SUPERIOR 3100-1-I/2',NORMALLY OPEN-ELEGTRJG INSTALL IN PLA5TIG VALVE BOX PER MARP.REG. .r„J i ii i 2 INCHES OF WATER PER H^EEK( )APPLIED FOR 6 HOURS A NI644T/5 DAYS R I�I N P.BACKFLOW PREVENTER FEBGO 6AN 25-Y-SV W/5TRAINER, 1-I/2' 065-W/LOCK SEE 5TV.PL51"1 SHEET 5 A H^IEEK BETYEfN THE HOURS OF 4:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER � ( 1 1111 f 1111''1 I ISHALL OPERATE AT A TIME. ® WATER METER BY GVHD CONFIRM SIZE AND LOCATION PROP05ED 1-1/2' 1Lt1 �- THE SYSTEM 15 M516NED FOR THE MINIMUM OPERATING PRES5URE AS 5H'IOWN AT EACH POINT z iii 1 I 1-1/2' 56H 40 WC,MAINLINE APPROVED BURY MIN. 16' INSTALL PER CITY 5TO 532 t�, 8 35 SF 11�J 1 1 OF 9 IRR16CONNECTION. A ON CONTRA(TORMUM VEMAW OF SHALL VERIFY THE AVAILABLEHATERWATER (5 AS SPECIFIED.THE PRESSURE AT THE SITE PRIOR 5GH. 40 PVG PIPE/WIRE SLEEVE APPROVED BURY MIN.24' - SIZE PER GHiART/CITY STD. 533 TO THE START OF INSTALLATION.ANY GHANff5 SHALL BE BROU611T TO THE ATTENTION OF THE 114 ___ tHt SCH.40 PVC,LATERAL APPROVED BURY MIN. 12' - SIZE AS SHOWN-INSTALL PER CITY 5TV 532 CITY. Ln Lj I AUTOMATIC CONTROLLER TO BE A GAL505E ET2000- 12(STATIONS) -!R(LOCAL RADIO)-RR y KqM TPIHO AND LR DOME INSTALLED WITHIN A 5TRONG BOX(513)2455/!20 VOLT PIPE 54ZE LEGEND CONTROLLER/ELECTRICAL ENCL05URF.MOUNT THE ANTENNA PORT(EPDXY FILLED) Uj 2 STATION NUMBER it 314 ON TOP OF THE ENCLOSURE PER MANJFAGTU;TR 5PECIFICATION5 AND ATTACH COAXIAL GABLE. cc + + VALVE SIZE 12 I• SYSTEM SHALL BE OPERATIONAL PRIOR TO THE UTY'S ACCEPTANCE VALVE DEMAND ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A 636 5F S.F.AREA IRRIGATED -NH3 I-I/4" REPRESENTATIVE OF THE CITY. THE CONTRACTOR 5HALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE Ql a AH # RESPONSIBLE FOR THE POWER HOOK-UP FOR THEIRRI6ATION CONTROLLER.ELECTRICAL 0 I u I CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY TME DEVELOPER. 0 ( III III 6 ALL SPRINKLER HEADS 5HALL BE SET PERPENDICULAR TO FINISH GRADE OF 11 I I THE AREA TO BE IRR16AT EP UNLESS OTHERWISE DES16NAlEP ON THE PLANS. L ALL POP-UP TYPE 5PRINKLER HEADS INSTALLED SHALL BE IN5TALLED 50 3 THAT THE TOP OF THE SPRIWILM HEAD 15114'ABOVE FINISHED 6RADE. W ! Q a Illl II � a Z 1111 II w IIlI 11 � mi � Ili 1 SLEEVING UNC ER GOBBLE APE z TYPICAL. SEE SHEET u L-2 FOR COBBLE LAYOUTI a G k k z I I�1 ' � �' `•1 � G 137Ld 0 372 S.F. iQ 111+ Ul 8 RM 979 S.F. U1J z i Ll it RK 0-- 3 ra 5LEEVIN6 UNDER GOBBLE HARDSCAPE .. ,} o 1 TYPICAL. SEE SHEET L-2 FOR �0 --- GOBBLE LAYOUT. R/W i i' j a 1,419 S.FLLJ y M j 5LEEVING UNDER GOBBLE HAR05CAPE I �- • ti 1 0 y l►M i TYPICAL. SEE SHEET L-2 FOR _ 1 •' y 1 n COBBLE LAYOUT. ' , _ - w r 1 REVISIONS W w MAINLINE fF AND ._, '` - WIRE SLEEVING MAINLINE AND --' 158 1 8 �.l� DESCRIPTION OF REVISION DATE APPR. CITY F. 2WIRE SLEEVING ,:.� 1,4 1 23 S + S.F. I z 6 723 S.F. CITY OF RANCHO CUCAMONGA I ` ► 24 PI TER TO RP F 4 i i ICE PER WATER D15TRyi IRRIGATION PLAN w IRRIOATION MAINLINE A�THE HARDSGAPE STAtNDARvS. R j VE TRACT 16100 Lj OR GRAPHIC GL A RITY ONLY. ACTUAL EQUIH't"ENT SON EAST SIDE DAY CREEK STA. 71 +5 0 TO 7 5+0 0 =; I SHALL BE PLACED IN LAN05c tnrp L,F -Ti-:----- ---------- -- -_-_-PARKWAY-6ONn;ZA6T'OR TGA COORDINATE r r NORTH SIDE WOLFSON DRIVE w • . I 1 _ _ W/CITY FOR EXACT CONTROL LER LOCATION BETWEEN B R O O K STO N E PLACE AND DAY CREEK - -- _ 5CALE: 1"=20' r 11N - Y o tANDSCgpF APPROVED BY DATE�� 7� -------__----_-__ - - - (G(�c NT. e0 �p CITY ENGINEER RCE: 24953 0 20 40 60 - /c�(G ti ��, DESIGN ,�. RECOMM NDED o CR LANDSCAPE ARCHRECTS UNDERGROUND 8ERVION ALERT 7k iarrnsct,>PB nl�c;x�civss SHEET REFER TO SHEET 5 FOR IRRIGATION DETAILS lv 7 DRAWN , tRRIGATuth CONSULTANTS Mu rou�EIs 3�q 2725 ��P CADD 15 South 5th Street 12 LO IRRIGATION SPECIFICATIONS rF of�A�tF°� _ Redlands. California 92373 H_-3 (�F REFER TO SHEET 7 FOR IRRIG O CHECKED 1409, 798-7490 Fax (9014) 307-8235 DRAWING N0. `_JIB G Lie. Ngb72,S, NV Uc. No. 466 T"WOFIAL!"DAY* YOU ON s an arch.com 1991-L min PROJECT SHEET NO. OF Pz.ANTINO NOTES �'LANTINC LEGEND —�'' I. CONTRACTOR SHALL NOTIFY THE GIN AND LANDSCAPE ARCHITECT OF SITE CONDITIONS XERISGAPE SIZE/ EDISON EASEMENT --' REFERENCEI 5YMB0LIMAKI SPACINM BOTANICAL/COMMON NAME5 ( NOTE5 WHICH PREV�:NT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE ` I RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND + REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. STREET TREES 2. CONTRACTOR SHALL FOLLOW TNI= DETAILS AND 5PECIFIGATION5 FOR SOIL PREPARATION. 1-1 lilT,OF WORK _ PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REOUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIM5ELF/HER5ELF WITH ALL UNDER6ROUND UTILITIES, O PIPES,5TRUGTURES,ETC. AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 5 15 GAL CERC15 CANADENSI5/EASTERN REDBUD PLANT PER 5TD. PLAN 505 SHEET 6 i + REPAIR/REPLACEMENT, AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND 2510.0. 1 , _ FACILITIES. 0 ' 4. NO PLANTIN6 SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE ' R/W INSTALLATION OF THE 5PRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL 6RADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAYE BEEN PROPERLY GRADED AND PREPARED + AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. O 1 15 GAL. 6EIJERA PARVIFLORA/AUSTRALIAN WILLOW PLANT PER 5TD. PLAN 505 SHEET 6 A + 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LAND50APE 20' O.G. + ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL + BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. + i 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY J� DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT 15 A DIRECT RESULT OF THE CONSTRUCTION AND/OR HIS SUBCONTRACTOR REPLACEMENT ITEMS 5HALL BE EXACTJ -+. 10 15 GAL. GINKGO BILOBA/ 'FAIRMOUNT'/MAIDENHAIR TREE PLANT PER STD. PLAN 505 SHEET 6 DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHMN15E APPROVED BY THE CITY. 3510.0. 7. OUANTITIE5 SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL (10) - 15 GAL PYRUS BETULAEFOLIA QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED DANGER PEAR PLANT SPACING REQUIRED. 8. WHENEVER 5HRUB/6ROUNDGOVER AREA5 ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LAN05CAPE AREAS, A CONCRETE HEADER PECOTIVE L1614TIN6 PER ELECTRICAL ENC,. + 15 REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. SEE SHEETS L-9 THRU L-II TYPICAL GL5 CAL PYRU5 BETULAEFOL.IA/DANCER PEAR PLANT PER STD. PLAN 501,502 SHEET 6 1 9. GLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY TH � 10 1 E O 2510.0. W/WASHINGTON ROBUSTA/MEXICAN FAN PALM 1 , CITY. N O 10. THE FOLLOWING SOIL AMENDMENTS ARE FOR BID PURPO5E5 ONLY. FINAL 501L AMENDMENT (4) I6' BRN TRK WA51-1IN6TONIA ROBUSTA D TYPES AND OUANTITIE5 SHALL BE BASED ON 501L TEST RE4,OMMENDATION5(SEE WRITTEN w + MEXICAN FAN PALM SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT - THE REQUIRED RATES PER 1,000 50. FT. O 4 16' MIN WASHINGTON ROBU5TA/MEXICAN FAN PALM PLANT PER STD. PLAN 501, SHEET 6 Q Z ' 4 CY. NITR46EN STABILIZED SAWDU5T BRN TRK kV PYRUS BETULAEFOLIA/DANGER PEAR 120 LB5. 6YP5UM 25'O.G. 125 L55 6R0-POWER PLUS z i 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND 5HRUE35 5 SHRU65,AND BLEND INTO EPOE5 AT 6ROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON.6RADIN6 OPERATIONS SHALL ACCOMMODATE THE MULCH. 32 5 GAL 6REVILLEA NOELLII/N.C.N. PER STD. PLAN 507,SHEET b (5' O.G) u CONTRACTOR SHALL 5UBMlT A SAMPLE FOR THE CITYS APPROVAL PRIOR TO PURCHASE U- ` (324) I GAL HEMEROGALLIS HY$RID m DAY LILY AND PLACEMENT. WOOD CHIPS #3 15 AVAILABLE FROM: ARTE5IA 5AWDU5T,(909) 941-5963 O 33 5 GAL LANTANA G. RADIATION /LANTANA PER STD. PLAN 501,SHEET 6 (5' 0.0) z 1 00 - AO 15 5 CAL DIETES VECATA/FORTNIGHT LILY PER STD. PLAN 507,SHEET 6 (5'0.r,) : 00 00, _ XERIS AIBP ASSESSMENT SYSTEM SUMMARY O O 12 5 GAL LEPTOSPERMUM S.RUBY GLOW'/NEW ZEALAND TEA TREE w � POINTS REFERENCE PER STD. PLAN 501,SHEET b (5 O.G� LANDSCAPE (POINT VALUE) CLAIMED (SHEET #/REP ) La � I. WATER GONSERV INC PLANTS 20 L-4/ A V I NE5 N(35) G*AL MAGFADYANA UN6U{5-GATI 2. TURP LIMITED TO 25% OR LESS 20 L-4/ B Li "V t a CAT'S CLAW O � 35 I GAL MAGFADYANA UNGUIS-CATI PER STD- PLAN 506, SHEET b (15 0.0) X + - 3. PLANTS GROUPED BY WATERING NEED 10 L-4/ O (SELF A7TAGHIN6- TRAIN 70 WALL) w NOTE: VINES ARE 5HOWN ON INSIDE OF WALL w �r FOR GRAPHIC CLARITY ONLY. VINES TO BE 4. HARDSGAPE (NON-IRRIGATED) SURFACES (GOBBLE) 10 L-4/ O M PLANTED ON OUTSIDE-TYPICAL GROUND COVERS Q + top 5. PERMEABLE PAVING - - C' 6. LOW-WATER TURF VARIETIES - NOT SHOWN 71404 4" DEPTH COURSE 6ROUND WOOD CHIP#3 MULCH IN ALL INSTALL PER DETAIL 509 SHEET 6 (313) I GAL TRAG44EL05PERMUM JASMINOlDES 1. MULCH PROVIDED IN NON-GROUND COVER AREAS 5 L-4/ O SHRUB AREAS. AVAILABLE FROM: i - STAR JASMINE ARTESIA SAWDUST,ONT.,GA(909) 947$983 a { 8. 5011- AMENDMENTS 5 L-4/ UD U I TOTAL POINTS CLAIMED: -10 A� 324 194 16AL HEMEROCALLI5 HYBRID `DWARF RED'/DAY LILY v F. 2' O-G. o 1 i 3 y SEE 5TD. PLAN Sob,50'1 AND 508 SHEET 6 ,,`,,,, 9b 382 56AL NANDINA DOME5TICA 'NANA'/HEAVENLY BAMBOO i S.F. 2' 0.0. (145) 5 6AL PHORMIUM TENAX SEE 5TD. PLAN 506,501 AND 506 SHEET 6 U ;. JACK SPRATT FLAX O 136 553 5 CAL PHORMIUM TENAX ',AGK 5PRATT"/JACK 5PRATT FLAX 5F. 2'0.0. SEE STD. PLAN 506,AND 508 SHEET 6 0 a 221 1,113 5 6AL RFAPHIOLEP15 INDICA 'BALLERINA'/ INDIAN HAWTHORN 6.0. 3' O.G. SEE 5TD. PLAN 506,507 AND 508 5HEET 6 m 02J 5 GAL 6REVILLEA NOELLII 0 I i 326 1,302 16AL TRAGHEiMU 05PERM JASMINOIDE515TAR JASMINE 5F. 2'0.6. SEE 5TD. PLAN 506,50-1 AND 508 SHEET 6 I x (12)5 GAL LEPT05PERMM-"5. Q ! 1 RUBY 6LOW TEA TREE/ ;' s 41 1,173 16AL R05MARINU5 OFFICINAL15 'KEN TAYLOR'/N.G.N. L ! ` x (33) 5 6AL LANTANA GAMARA F. 51 0.0. SEE 5TD. PLAN 501 AND 508 SHEET 6 � LJ x /` ! O 3,644 RIVER WASHED GRANITE COBBLESTONE SEE 5TD. PLAN 542 SHEET 6 w :, S.F. �a X RM z i (15)GAL DIETES VEGATA '� .,.�. o ! ' FORTHT LILY (L a NIG 12K o s z � (124) 5 6AL R05MARINU5 OFFIGINAUS r i �� ,�, � PLANTING NEAR H,ARDSGAf'E 1 3 Z r � ,• R/W a SHRUB SPACING RELATIVE TO ROGKSGAPE: 5CALE: ! 20' o I i - �' • \.' SHRUBS MUST KEEP THEIR DISTANCE (1/2 THE MATURE GROWTH O.G. SPACING) FROM I i - 15 CAL.GERG13 GANADEN5I5 (10) 15 CAL GINKGO BILOBA . '�� i x ! x ,,-' 1 SIDEWALKS,WALL-, CURBS, ETC- PLANTING TO CL05E TO THESE ELEMENTS WOULD s (5) I EASTERN REDBUD 'FAIR IOUNT'MAIDENHAIR R i - I o EQUIRE PRUNING, WHICH THE CITY WANTS TO AVOID FOR MANY REASON5. NEXT TO 0 20 40 60 ROCK50APE FIELDS WHERE THERE IS ROOM, THE PLANTING OF SHRUBS 15 ENCOURAGED w I lz (7) 15 6AL 6EIJERA PARVIFLORA / T - ' )�� ` 50 A5 TO OVERGROW THESE GOBBLE AREAS. A5 THERE 15 NO STANDARD DRAWING w ! + AUSTRALIAN WILLOW `` m� -f- _ -= FOR TH15, _ •-' LINE OF 51 T THE FOLLOWING EXAMPLE 15 GIVEN. A 50.G. SPACING PLANT .�FiOVL.D NOT BE � ! + •; •'- - c-~' - - PLANTED CLOSER THAN 12"-16" FROM THE CONCRETE HEADER. _ ! , �.' " c X` r =�'• , TREE SPACING RELATIVE TO ROCKSCAPE: I ••• I _'\- _•'•' %1_% A TREE SPECIES THAT REQUIRES 6' CLEAR PLANTING AREA MUST STILL MAINTAIN HALF THAT DIAMETER'S DISTANCE (49 FROM ANY IMPROVEMENTS THAT COULD BECOME a i I ,'+ + •.� _ . F -�� ! DYSFUNCTIONAL IF DAMAGED BY ROOTS. AGAIN, TH15 V40L .D APPLY TO 51DEWALK5, REVISIONS z 5 INDICA ,�`� = WALL5,CURBS AND THE LIKE. ALT4OU6H ROGK5GAPE AREAS COULD BE DISRUPTED BY z IND THORN ��''� �� - ROOTS, THE FUNCTION OF THE ROCK WOULD NOT 0HAN6E OR BECOME THE SAME LEVEL . . r% PROBLEM A5 WOULD THE OTHER PUBLIC, IMPROVEMENTS NOTED A5 NEEDING w • a` r - '. , ,�. - ' PROTECTION. MERE P055I8LE. TRESS .,WOULD HAVE THE RECOMMENDED CLEAR I + 's a- " - '•• i -` PLANTING AREAS RECOMMENDED ON THE CITY'S TREE LIST. WHERE PLANTING AREAS ! ,•. . t _ ARE REDUCED BY ROGKSCAPE TO A DEGREE WHERE THESE STANDARDS CANNOT BE +- - { + FOLLOWED, THEN IN THE INTEREST OF PROVIDING TREES WE GAN GOMIPROMI5E ON THE CLOSENESS OF TFSE TREES TO ROGKSGAPE. TREES WHICH REQUIRE 8' CLEAR PLANTING AREAS MAY BE PLANTED WITHIN 2' OF ROGKSCAPE (AND I1-5 CONCRETE o LINE OF1516HT - 1 '�!' HEADED, PROVIDING /HERE ARE NO WALKS,WALLS OR STREET CURBS WITHIN THE NEXT DESCRIPTION OF REVISION DATE CITY APPR. $ 2' BEYOND THIS POINT. TREES WHICH R REQUIE A MINIMUM OF V CLEAR PLANTING GAN A 3 AL50 BE PLANTED WITHIN 2' OF THE ROCK50APE, BUT MUST STILL RESPECT z CLEARANCES FROM THE SAME ITEMS. CITY OF RANCH0 C U C A M 0 N G A I ' (96) 5 6AL NANDINA DOMESTIGA TREES REQUIRING A MINIMUM.2 PLANTING AREA SHOULD NOT BE PLANTED CLOSER THAN � !', JUST TO AVOID TOUGHING THE ROCK50APE AND HEADER . , HEAVENLY B RIVE PLANTING PLAN D :? -- OLFSON TRACT 16100 EAST SIDE DAY CREEK STA. 71 +50 TO 75+00 n w --� _— �- >>N - --------- - NORTH SIDE WOLFSON DRIVE ---------------------------- _ - _- -! BETWEEN BROOKSTONE PLACE AND DAY CREEK U __ _- ----- ------ 1 ANDSCgpf APPROVED BYDATEL 7 0 a T. 8�� CITY ENGINEER_ tCE_U C lr ------ RCE: 24953 U ` I&/0 ti �� DESIGN ,,. RECOMMENDED Z ui�D®iQAOVM SERMS ALERT CRLANDSCAPE ARCHRECTS SHEET T REFER TO SHEET 2 FOR COBBLESTONE LAYOUT PLAN P * * DRAWN IAMMMIC Ascxi�rEcr W 7 ."q► IRRIGATION CONSULTANTS o sj 2725 CADD /" 15 South 5th Street v� REFER TO SHEET 6 FOR PLANTING DETAILS q� of ca�.,��`� Redlands, California 92373 L-4 OF 12 227-1400 CHECKED 4 gQ9)798-7490 Fgax�y909) 307-8235 D RAW I N G N O. REFER TO SHEET 8 FOR PLANTING SPECIFICATIONS STB C,1 lac. Ns�tblan2darch Lk. 466 TY10•ORKNW DAYS IWVU YOU D!0 99 —L d 0 PROJECT SHEET NO. OF 24"� STRONG BOX MODEL 0V cn IF+------- SB-24SS/120V HI-POP SHRUB HEAD BODY SET TO 1/4" ABOVE FINISH GRADE g LU m v NISH GRADE WHITE NOTE: RAIN BIRD 33 DNP WITH PURPLE Z I- BLUE ❑ RUBBER CAP - SUPPLY ONE KEY ROUND PLASTIC VALVE BOX & ENCLOSURE TO BE GROUNDED PER PER 12 QCV'S INCLUDING HOSE COVER ETCHED "IRRIGATION GATE" LOCAL CODE GROUND ROD TO BE INSTALLED INSIDE ENCLOSURE. ON SWIVELS. STRUCTURE OR 2 (CARSON OR EQUAL) RED : CONTROLLER SIDE. HARDSCAPING c9 ? BLACK EPDXY FILLED WATERPROOF FINISH GRADE -PLANTER BED ONLY 18* IN Q FINISH GRADE ��I= IRRIGATION CONTROLLER CONNECTOR =TTI-1 I f=t I I �_=� ,{�MA"IMU LOOP (MIN 24AN LONG) GRADE PLASTIC VALVE BOX (CARSON OR i t I I I I !I EQUAL) WITH PLASTIC INTEGRATED 8 11 1 i 3' X 3'-6" X 6" CONCRETE v�voo 1 BALL VALVE - 1 1/2" OR SMALLER WITH Z -III LOCKING LID. PLACE AT GRADE IN MIN. 11 I FOOTING INSTALL A MINIMUM OF A & o STAINLESS STEEL HANDLE -III- TURF AREAS AND 3" ABOVE IN WATERPROOF ALL I 1 • 2 3' ABOVE GRADE AND SLOPE -I I!-I I!-I( ( I I !-III-IIN w_� �_� PLANT BED. WIRE CONNECTIONS x L. I I,. io TOP TO DRAIN AT MINIMUM OF 2X. �- _ RESILIENT WEDGE - 2" OR LARGER WITH a �� ( TE VALVE 2" OPERATING NUT 1 PIG TAIL EXPANSIONk �c I�,;! {- t_ _ _ _ » EPDXY COATED LOOP (MIN.24" LONG} I - z _III 00I-I 11=I 1�j-j• I I I=I I=I I = SCH 40 BRASS NIPPLE 12 I I!_!I f (I I{_- I-i I I=III _ -1 I I�I I-1 t t I I-III-III-I I COMMON WIRE/CONTROL WIRES IN SCH 40 BRASS 9(P EH !I I ( I !- VALVE " 3SCHAO PVC CONDUIT. i I I I NOTE: it f--i 11-I I I i-�Tl-f I I o° x SCH 40 BRASS 90P STREET ELL STAINLESS STEEL CONTRACTOR TO INSTALL >c WILLIE SCOTCH LOK EPDXY FILLED (COMMON) 120 VOLT WIRE RIGID STEEL � SCH 40 BRASS NIPPLE - SCREW CLAMP CONNECTORS FOR ALL FLOW CONDUIT (PER LOCAL CODE) 90, SWEEP ELL z " MINIMUM (3) PLACES 3" 3" SENSOR WIRE CONNECTIONS. BLUE TO POWER SIDE OF CABINET (TYP.) 24 LONG INSTALL SCOTCH LOKS OF 14 IMMEDIATELY AFTER WIRES " 07 I INSTALLING FLOW METER. % o , • 10 l6 SCH 80 PVC 90• STEET ELL t24- LON )STAKE • ANTI ANTENNA PORT EPDXY c RED a °�� o� o HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF F BLACK MASTER CONTROL PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION _ PER CITY AND CALCENSE REP. " c ,•a VALVE LIGHT CONTROL AS REQUIRED PER 17:111 % rQpP ArP I M a �0`N PLANS. I ENS. o'.o• SCH 40 PVC /' FLOW METFaR 3/4" WASHED CRUSHED I I I I • MARLEX 90' STREET ELL 90r STREET ELL f Vii•• ':• DIAMETER SAM AGGREGATE TO BE PLACED TO A DEPTH OF ELECTRIC METER PER SCE NON-PRESSURE RALFITTING SIZE AS FLOW s" IN FLOW METER AND I I I �a°•b I��j c MARLEX 90r STREET ELL METER SIZE MASTER VALVE BOX. CALSENSE CONTROLLER MODEL NO. I ` 1 I� _I •. •ob.o (=1 LATERAL FITTING -1 I DIAMETER SAME SIZE PFai PLANS. o:P �� ° d°.�:o; _ NON-PRESSURE LATERAL UNE SCH 80 PVC NIPPLE AS FLOW METER SIZE REFER TO CONTROLLER =)I I I _ I r=1 TYPICAL (2) PLACES MINIMUM DISTANCE DOWNSTREAM OF INSTALLATION STD. I UNINTERRUPTED PIPE (5X DIAMETER SECURITY LIGHT L-J ,, v ANTI-DRAIN VALVE AS REQUIRED OF FLOW METER SIZE) TIMER REQUIRED PER c PLANS. FINISH 3/4" WASHED CRUSHED GRADE 8' GROUND ROD AGGREGATE BASE S NOTE: IN MULTIPLE FLOW METER/ M.V. I I I 1 PRESSURE SUPPLY CURBS, HARDSCAPING. MOW STRIPS, MINIMUM DISTANCE UPSTREAM OF 2" SCH 40 CONDUIT 8" UNE FITTING NOTES: Lf 1. LOCATE HEAD 2" TO 6" FROM WALKS. INSTALLATIONS MAXIMIZE THE 1l I1 AND EDGES OF LAWN. UNINTERRUPTED PIPE (10X DISTANCE FROM THE "TEE" TO FOR SECURITY LIGHT MIN. I I I I I I 2� 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. USE TEFLON TAPE ON ALL MALE THREADS. DIAMETER OF FLOW METER SIZE) WIRING. 120 VOLT WIRE IN RIGID 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. o EACH FLOW METER TO MINIMIZE . STEEL CONDUIT (PER PRESSURE SUPPLY LINE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE TURBULENCE. ;; ,ti LOCAL CODE) 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. NOTES: 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. Q 1. WATERPROOF ALL WIRE CONNECTIONS WITH EPDXY FILL. c�a 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 2. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. I I � � VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA ' N N N APPROVED IiY srANDARD PIAN APPROVED BY: , , STANDARD Purr r APPROVED BY: CONTROLLER ENCLOSURE sraNDARO PLAN �p APPROVED BY: , STANDARD PIAN NIo APPRovED L31f: , III-POP SHRUB SPRAY FLOW METER INSTALLATION QUICK COUPLING VALVE WITH METAL VALVE �A"°'�D `'`^" F _ 539 N - 516 - TYPE A 522 STAKE - FOR NON-TURF AREAS 535 - - 3" or smaller 518 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �j CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET t OF t CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF I w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 r CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR. PUBLIC WORKS CONSTRUCTION SHEET t OF t � RC.E SHEET t OF 1 R.C.E. RGE R.C.E. C 1 TO SPRINKLER - ANGLE PIPE TO HARDSCAPING(SEE NOTE 4) » " SPECIFIED DEPTH WITH 45' ELLS COAST GUARD SHACK BACKFLOW PREVENTER SNAP-TITE WATERPROOFct ENCLOSURE. MODEL CGS--- ASSEMBLY CONNECTOR OR EQUAL SCH 40 PVC MALE ADAPTOR ( NIPPLE - TYPICAL •.:'•' •' :• ;• :• .• • WIRE SERVICE LOOP LOOP �, SCH 80 PVC UNION "SNAP-TITE" WATERPROOF (4) PLACES _ _ _ ENOUGH WIRE TO EXTEND WIRE P CONNECTORS OR EQUAL _ - ___ _ ___ BUNDLE 6» ABOVE GRADE) c Q PVC NIPPLE Z ELECTRIC CONTROL VALVE I-III I I-III-I I (- c i I I III I I-I I I-I I V SPLICE BOX COVER WITH m g PLASTIC VALVE BOX - LOCKING TOP ETCHED "S.B." c 0 3 -i I I!I III-�I I- W _I-I III-1 l I _ Z MARKED "IRRIGATION RCV" I I NIPPLE -III I I=III- Z? ( I Q (CARSON OR EQUAL) w ETCHED WITH CONTROLLER 6" THICK X 12" WIDE I-I I I w: CLEAN BACKFILL - SEE ca Ck n PRESSURE CONCRETE PAD LENGTH VARIES _ _ �N I SPECS. FOR MATERIAL AT GRADE IN LAWN AREAS n. AND VALVE SEQUENCE I I ( LL REGULATOR PER SIZE/MANUFACTURER) Z -III = CLEAN BACKFILL SEE -III I I- 3 IN PLANTER BEDS Z p 6" MIN. SEE LEGEND _ BRASS WYE SLOPE TO DRAIN AT MINIMUM = SPECS. FOR MATERIAL d _ 909 COMPACTION REQUIRED FINISH GRADE FOR MAKE AND( _ __ STRAINER WITH ao I 2% I-I I I 90% COMPACTION REQUIRED clr I-) I I c MODEL NO. = ` 60 MESH p _ a 12 MONEL SCREEN r FINISH GRADE a -) I I I I- ~ -III I NON-PRESSURE LATERAL LINE: I 1 1_ U SIDEWALK UNION PVC SLEEVE PROVIDE 6" MIN. OF SAND z I=I - SCH. 40 SNAKE PIPE IN ` . ,• . • , -I I BEDDING AND SHADDING TRENCH c REQUIRED FOR -) I I -) I I '�' PIPE THROUGH _ : a CONCRETE PAD I-I I I I I 12" X 18" GREEN PLASTIC METER PRESSURE SUPPLY LINE: r + I _ I N2PPPlACESTYPICAL _III I I-I I M -III -I 1 SCH. 40/CL 315 SNAKE F N ? i� _ _ _ _ _ BOX. CARSON OR EQUAL � 3" PIG TAIL EXPANSION z FROM WATER SOURCE ( �- SCH 40 PVC MALE PIPE IN TRENCH ao j LOOP (MIN. 24" LONG) _ - I I-I • • . • • . • I I I= CONTROL WIRE SLEEVE -I III- _ 4_ c I{-- ADAPTOR I-III SIZE PER PLAN INSTALL I-III I I-I CONTROL WIRES - BUNDLE ( .. I I 90% COMPACTION 7_ m _ ..- c g FLOW BRASS ANGLE REQUIRED ,I I- 111 _ _ - ADJACENT TO PRESSURE ( VALVE W/UNION �- - -III-I _'.'.'_'.'.'.'.'.'. . .' . . . . . . . . . _ _ III -III-I = AND TAPE AT 15' O.C. AND Q aD 3" �--- I 1 I +_ - I-III . • . . . _ • . . . =I SUPPLY UNE I-III- I-I I PRESSURE D SUPPLY JACENT TLINE c opP Z 3/4 WASHED I I-I - - 4 CRUSHED AGGREGATE O METER �J = -_ -I - - 1=1- _ PRESSURE SUPPLY LINE -III-I I (-I I III-III-III= " o•o-d 'a �= UNE TO SYSTEMS -( I ( (-I (-I -( ( SLEEVE SIZE TWICE ( ( I I �,I -`I ( - - PROVIDE 6 MIN. OF SAND < I !-III- I-III= 11-1 I I- 6 I-III_ :a4 SCH 80 PVC NIPPLE DIAMETER OF PRESSURE b I BEDDING AND St-(ADDING SCH 80 PVC UNION RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW I I �_� " SUPPLY LINE 6 TYP. c CUCAMONGA COUNTY WATER DISTRICT STANDARDS. TYPICAL (4) PLACES CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO ( c CONTROL & COMMON WIRES � /24VOLT WIRES. TAPED AND NOTES: CONSTRUCTION. LINESLEEVE - SIZE TWICE �, o BUNDLED AT 15 FT. INTERVALS -- 1. INSTALL PER LOCAL CODES. DIAMETER OF NON-PRESSURE I c LATERAL UNE NOTE: t° 2 CUFTPEA GRAVEL 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. . . cli STRUCTURES OR HARDSCAPING. NOTES: » » CITY OF RANCHO CUCAMONGA, CALIFORNIA 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL. BUILDING, ETC.) 1. ALL SLEEVES TO BE SCH 40 PVC. 2. PRESSURE SUPPLY LINE: 2 1/2 AND SMALLER 18 MIN. DEPTH I F BRASS NIPPLE MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3" AND LARGER 24" MIN. DEPTH �, APPROVED BY: 4. ORIENT UNIT PARALLEL TO STREET. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STANDARD PLAN SCH 80 PVC SXSXT TEE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. B 24 VOLT SPLICE BOX PRESSURE SUPPLY UNE 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. rn In 540 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 1 , , , - NOTES: 8. DIAL ETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF STD. NO. ,20 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW N CITY Y O F RANCHO C U C,AM O N GA, C,ALI F O R N IA � CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. DISIMILAR METALS. STRUCTURAL SECTION). �;APPROVED Err: Rc�• SHEET t OF t STANDARD PLAN 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. TYPICAL TRENCHING W 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. w WHEN MAINLINE IS 3" OR LARGER. 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER 532 REVISIONS t I 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. o HARDSCAPE. N N 8. IF REQUIRED, PRESSURE REGULATOR TO BE INSTALLED ON w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AID W INLET SIDE OF BACKFLOW LOOP. a R.C.E SKEET i OF 1LA VALVE NUMBER. N CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA G CITY OF RANCHO CUCAMONGA, CALIFORNIAIc h APPROVED BY: REMOTE CONTROL VALVE VVITIIAND` ° P`"" APPRovEO REDUCED PRESSURE STANDARD PLAN �,APPROVED BY: STANDARD PLAN �, BACKFLOW PREVENTER 517 :�; TYPICAL SLEEVING 533 _ SHUT-OFF VALVE & UNION 520 5 _ cn g5. CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUMX WORKS CONSTRUCTION G� CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF t iil CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY C Rc.E SHEET 1 OF t R.C.E. a RC.E DESCRIPTION OF REVISION DATE APPR. ` 4 CITY OF RANCHO CUCAMONGA IRRIGATION CONSTRUCTION DETAILS TRACT 16100 EAST SIDE DAY CREEK STA. 71 +50 TO 75+00 C11 NORTH SIDE WOLFSON DRIVE BETWEEN BROOKSTONE PLACE AND DAY CREEK 0 UNDERGROUND SERVICE ALERT � DATE APPROVED BY : �� 7 o CITY ENGINEER ___ _________________ RCE: 24953 T. DESIGN RECO MM NDED CALL= TOLL FREE e. 10 (0_1 CR 9 fin®©� i �' �- • � o a DRAWN LANDSW=OMM SHEET c CAD D 15 South 5th Street s, �p Redlands, California 92373 L-5 OF 12 pF 2725 Redlands, CHECKED Sus) 798-749p0 Fgax so9) 307-8235 DRAWING N 0. N TWO WORKING DAYS BEFORE YOU DIG STB CA I,e. %?71darc .co No. 466 1991-L 1 d PROJECT SHEET NO. OF R NOTES: N 1. REMOVE NURSERY STAKES ( t 2. STAKES TO BE PLUMB AND , l STORM DRAIN / BCR PARALLEL. W E UNDERGROUND 3. STAKE TREE PERPENDICULAR v UTILITIES TO PREVAILING WIND. \aG I ( 5 5' N MIN. v � E * \ v�' ) LU SIDEWALK UTILITY W TOP 11E TO BE PLACED A5 LOW v Z0 � ' AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD r S•L- OF TREE WHERE SPECIES GROWTH i ALLOW FOR WIND FLEXING OF THE TREE U v S 711 I BUT TANOT SO LOW AS TO LOSE THE HEAD 0 DROP.SUPPORT HABIT PERMITS. OR MAIN TRUNK TIGHTLY COMPACTED 3' BERM TO FORM METER 10 5 V! TOP TIE TO BE PLACED AS � DEPRESSED WATERING BASIN. / w LOW AS POSSIBLE ON THE * (2 SETS OF CINCH TIES / TOP OF ROOTBALL TO EXTEND 2" MIN. MIN. TRUNK TO ALLOW FOR WIND SPACED 24' APART ATTACH WITH �� ( ABOVE FINISH GRADE. TAPER FILL ' THE TOP OF STAKES BELOW > 4' WOOD CHIP MULCH. \\\ �� FROM TOP OF ROOT BALL TO F.G. 5 * CURL AND GUTTER FLEXING OF E TREE. BUT GALVANIZED SCREWS TO 2 TOP OF ROOTBALL TO NO WOOD CHIP MULCH SHOULD BE ORIGINAL GRADE NOT SO LOW AS TO LOSE HEAD OF TREE WHERE LODGE POLES. EXTEND 2' ABOVE MIN. NATIVE BACKFILL WITH NO ROCKS SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. 12' MAXIMUM FINISH GRADE PLACED OR ALLOWED TO REMAIN THE HEAD TO DROP. > MAIN TRUNK OVER THE ROOT13ALL GREATER THAN 3' DIAMETER. (2) SETS OF CINCH TIES SPACED 24" 2" DA LODGE POLE PINE STAKES FINISH GRADE _ APART, ATTACH WITH GAWANIZED TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, 3' BERM TIGHTLY COMPACTED IN R W SCREWS TO 8' LODGE POLES. r ABOVE FINISH GRADE DRIVE A MIN. OF 6' INTO UN- -I I PLACE TO FORM WATERING BASIN. SIDEWALK �' � J DISTURBED SOIL AND POSITION -III=i 12" MAX. 2' OL4, LODGE POLE PINE STAKES STAKES OUTSIDE ROOTBALL111- Q� ` DRIVE 0S•L. , 10 = DRIVE AA MINIMUM OFWITH WOOD 6' N, ORIGINAL GRADE 3' BERM TIGHTLY COMPACTED I �_ I T2- APPROACH p y IN PLACE TO FORM WATERING0 + I- Q % UNDISTURBED SOIL AND POSITION BASIN. LOCATED OUTSIDE OFIl�= CURB AND GUTTER g STAKES OUTSIDE ROOT BALL = _ - - �-�j *PLANT, . NT YARDS. ��j , ARBOR GUARD IN TURF AREAS AND I!=11! f ROOT BALL }. ROOT BALL MIN. MIN I50 5' . MIN. 10•10'.-41TO OF ROOTBALL TO EXTEND 2' 411 I I I II�, w UNDERGROUND ABOVE FINISH GRADE - I I I I 1 PLANT PIT TO BE (2) TIMES THE I=I - - I_ _ _ _ �� PLANT PIT TO BE (2) TIMES THE STRUCTURE eg. TIGHTLY COMPACTED 3' BERM TO FORM NATIVE BACKFILL WITH -1" WIDTH OF THE ROOT BALL WIDTH OF THE ROOT BALL CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND NO ROCKS GREATER T i I I I� ( - I , Q TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE THAN 3' DIAMETER I » I�I I=III I I I- I I-I I=1 I I I I w OUTSIDE OF PLANT PIT. BERMS IN TURF - RVOT BALL LAREAS TO BE REMOVED PRIOR TO CITY i _ _PLANT PIT TO BE (2 NOTES: ACCEPTANCE I�- � {-I I.]I F I F I I-I I I I- I INTI `�TIMES THE WIDTH 0 = -I i - E1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER TME R00T - NATIVE BACKFILL WITH NO 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT I- (= ROCKSIAMGREATERTHAN 3' m CRITERIA AS APPROVED BY TRAFFIC ENGINEER. - UNDISTURBED NATIVE SOIL. _ I- �---�T- Ln 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND I I I-,I rt-ll I I UNDISTURBED NATIVE SOIL FACILITIES. IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY z OWNED WATER & SEWER LATERAL LINES. UNDISTURBED NATIVE SOIL � �j �- I-I ,-11 V) 4. TREES SHALE. NOT BE LOCATED ON PROPERTY LINES. ROOT ' I NATIVE BACKFILL WITH NO 1 I f- I- NOTES: NOTES: af 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 1 ROCKS GREATER THAN 3' DIA I 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE aw OF ROOT BALL DO NOT CRACK ROOT BALL. OF ROOT BALL DO NOT CRACK ROOT BALL ENGINEERING DIVISION. NOTES: z LU to 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY 1. REMOVE NURSERY STAKES 'O r_ O'j OfSTANDARD PLANS. NATIVE SOIL UNDISTURBED 2. STAKES TO BE PLUMB AND PARALLEL of N 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N N I 1D w cO TWICE ROOT BALL WIDTH Of a R CITY OF RANCHO CUCAMONGA, CALIFORNIA w CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA ti APPROVED BY: STAN OAOiD PLAN APPROVED'�` , , STANDARD PLAN ip APPROVED BY: ^APPROVED STANDARD PIAN APPROVED �: STANDARD PLAN DOUBLE STAKED `I REE �`' ° P"'" CONTAINER PLANTING CONTAINER PLAN'T'ING ON SLOPE TREE PLACEMENT DOUBLE STAKED TREE ON SLOPE 506 507 0 501 5 GAL - 24 BOX 502 505 �' �' IT CITY ENGINEER N w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION , CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION M R.C.E +�T 1 i R.C.E. SHEET 1 of 1 qR.C.E. SHEET 1 OF 1 i t R.C.E. SHEET 1 OF 1 W R.C.E. SHEET 1 OF 1 - - w a MORTAR EVEN WITH FLAT SIDE UP 0 CASE 1 0 CURB CURB AND WALX TOOL MORTAR JOINTS TO ACCENT COBBLE. 2X COBBLESTONE SIDEWALK o Ld 4 1 ; .'41 Q ... �. a 4 4 4 v 4 4 4 4 O w ,. 3' MINIMUM CONCRETE BED 0 4 OF COMPACTED WOOD CHIP UNDERNEATH COBBLESTONE MULCH. CASE 2 BOULDER PER STD 542-A HARDSCAPING (CONCRETE HEADER, EDGE OF COBBLE ONE HALF OF SPACING CURB & GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE COB» (LOCATE PER PLAN) 3• MIN SOIL DEPTH AT u REQUIREMENT CONCRETE HEADER - 1/2 RADIUS I{ -( n LIMIT OF PLANTER AREA EXPOSED EDGES AND FINISH PER PLAN 12" 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 1 I r •. ` I-T o CROSSINGS) 3-1/2' MINIMUM IN PLANT 13E -'- CONCRETE BED 6" OR 8" Ln EE NOTE FINISH GRADE CASE 3 _ 2 MAX. MORTARED STONE SWALE N I-III-� I AwAv 1I �� II �'11 I �i_III_-� � �• .. .a..•O . E�TE• CONCRETE CURB COBBLESTONE wo_ BENEATH COBBLE W/f3 BAR v ,•A•A Z OJ` SHOVEL CUT EDGE COMPACTED ' (I' ' 4• • III I- 3 RE-BAR CONTINUOUS 0 _ 2' MIN. / 4' MAX. RAD. � NATIVE SOIL I I I UNLESS OTHERWISE INSTRUCTED) CURB & GUTTER SEE DETAIL FOR o -r I!r r I-r I e' PCC MOW CURB IZ iATIO END CONDITION PER CITY SIO. 534 0 EQUA PE z z 4 4 6" PCC MOW CURB PER CITY STD 534 vi z PLANTER COBBLESTONE S AREA HARDSCAPE n -4 4 4 z o NOTES: a 4 NOTE: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SIDEWALK HwRDSCAPE "i 3. Jo 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. RIGHT ANGLES (TVP.) _ 2, MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 3' MIN. / 4' MAX. RAD. EXISTING CURB 24 0 SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON OR WALK w PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. W 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. NOTES: NOTES: END CONDITION � 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION 1. CONCRETE CLASS 520-0-2500. o SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT 2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL I SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING TO REMAIN THERE. JOINTS AT 20'-0* O.C. BOULDERS: MAX. 3'0' - MIN 2'0• FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 2. 8" WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY- COBBLESTONES- MAX. 1a' - MIN. 6' WITH ONE FLAT SIDE MAINTAINED TURF. 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT o 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. CONCRETE TO BE 520-C-2500 MIN. 4. ALL SPACES BETWEEN STONES `;HALL BE FILED wITL CLASS 'D' MORTATt 1 PART CEMENT z OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, To 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (No 'DRY-PACK' IS ALLOWED) LEGEND ARE ESTIMATES ONLY. AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, 5. A SAMPLE AREA, MIN. 40 M FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO REVISIONS w PROCEEDING WITH REMAINING ROCK WORK. F 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS o AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. 6. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. o SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO cc"I 0 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. w 04 1 8. ALL COBBLE STONE AREAS SHALL HAVE 6'x6' CONCRETE HEADER AS AN EDGE AT PLANTING. W a ,O B. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2X MIN. AT ALL TIMES WITHIN THE R.O.W. CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA cqT APED B SHRUB AND GROUND COVER STANDARD �'N APPROVED STANDARD �"" APPROVED BY: SIANaNm MAN �APPROVED BY: RIVER WASHED GRANITE SAND PLAN SPACING 508 �ss MULCH INSTALLATION 509 CONCRETE HEADER in 534 COBBLES`1'ONES 542 SS DATE 4 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - DESCRIPTION OF REVISION DATE CITY 4i CRY DATE USE WITH STANDARD SPECIFICATIONS FOR PUt1LIt WORKS CONSTRUCTION SWEET 1 OF 1 R.C.E. SHEEP 1 OF 1 CITY ENGINEER DAIS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 � �EErI�NEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF 1 AP P R. � z CITY OF RANCHO CUCAMONGA 0 PLANTING CONSTRUCTION DETAILS TRACT 16100 w z LU EAST SIDE DAY CREEK STA. 71 +50 TO 75+00 NORTH SIDE WOLFSON DRIVE BETWEEN BROOKSTONE PLACE AND DAY CREEK _ Q UNDER,OlROU ND SERVICE ALERT APPROVED BY DATE: pn, � CITY ENGINEER -------- RCE: 24953 0 CALL, TOLL FREE � T//. DESIGN x• RECOMMENDED g T4. C R g�pIn ..61LA VDSCAPE ARCHffSM Ln •�• �E eSHEE ISA or * DRAWN 15 South 5th> x co SNS<rxxstreet C) 2725 �Q Redlands, California 92373 L-6 OF 12 0 OF CAL�Fo�� CHECKED `� 798-7490.rox (W9) _ DRAWING NO. TWO WORKING DAYS BEFOR9 YOU DI© STB c�A)L� 1��7?,5, cI%.Co No ass .n arcCom 1991-L PROJECT SHEET NO. OF SPRINKLER IRRIGATION SPECIFICATIONS 5. The chart shall be a block rine or bluerine ozarid print and a different color shop be 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01 B), all requirements for P. Vandal Resistant Controller Enclosure: E.Line Clearance: 3.07MAINTENANCE used to indicate the area of coverage for each station. non-pressure lateral fine pipe and fittings shat be the same as for solvent-weld PART 1 - GENERAL pressure main line pipe and fittings as set forth in section 2.018 of the Specifications. 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and 1. All rines shall have a minimum clearance of six (6) inches from each other and A The entire irrigation system shall be under full automatic operation for a period of seven (7) Irrigation Detail sheet twelve. (12) inches from fines of other trades, with the exception of the control wire days prior to any planting. 1.0iDESCRIPTION 6. When completed and approved, the chart shall be hermetically sealed between two D.Brass Pipe and Fittings: sleeve(s) which shop be installed adjacent to pressure supply rine. Parallel lines shag pieces of plastic, each piece being a minimum 20 mils. not be installed directly over one another. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. A. Scope of Work: Provide all labor, materials, transportation, and services necessary to fumish 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal 2. A backboard shag be secured ri the controller enclosure housing to provide a base D � 7. These charts shoo be completed and approved prior to the final field observation of Specification WW-P-351. for mounting the automatic sprinkler controller and terminal strip. FAutomatic Controller Assembly.and instep the Irrigation System as shown on the Drawings and described herein. � r 3.08CLEAN-UP the m'g°t100 ���' 3. A 117 volt duplex box shag be provided with an On/Off switch, and a 117 volt B. Standards: AN work and materials shag comply with governing codes, safety orders, M 2. Fittings shall be red brass conforming to Federal Specification JWW-P-460. receptacle. Metal conduit shall run from the 117 :alt supply to the controller instal as per manufocturer s instructions. Remote control valves shall be connected to Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed standards, and regulations, and meet the minimum requirements of the Standard fl.Operation and Maintenance onuals: controfier in numerical sequence as shown on the Drawings. from the site, all walks and vin shag be bloomed or washed down, and an damage sustained on e9 eqhousing. AN power within the housing- shall be properly phased. paving y g Specifications For Public Works Construction (Green Book) latest edition. housing.Pipe and Fittings: the work of others shall be repaired to its original condition. 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior 4. A terminal strip shall be provided, clearly indicating the proper points of connection G•High Voltage Wiring for Automatic Controller. 1.02QUALITY ASSURANCE & REQUIREMENTS to completion of construction, two hard-cover, three ring binders containing the 1.Pipe: Type K, hord tempered. of all appropriate wiring (station valves, master valve, common, central control). 3.09FiNAL SITE OBSERVATION PRIOR TO ACCEPTANCE following information: 1. 120 volt power connection to the automatic controller shop be provided by the A Permits and Fees: The Contractor shag obtain and for an and all permits and all 2.Fittings. wrought copper, solder joint type. Contractor. pay Y Pe � Q. Miscellaneous Irrigation Equipment: A The Contractor shop operate each system in its entirety for the City of Rancho Cucamonga a. Index sheet which states Contractors name, address, and telephone number, observations as required. at time of final observation. Any items deemed not acceptable by the City of Rancho and which fists each installed equipment and material item including names 2. All electrical work shall conform to local codes, ordinances, and union authorities and addresses of manufactures local representatives. 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 169: zinc, 24Y 1. Refer to the ir6gotion Plans for sizes and types of miscellaneous irrigation Cucamonga shall be reworked to the complete satisfaction of the City of Rancho B. Manufacturers Directions: Monufocturer s directions and detailed drawings shag be cadmium, solidus at 1125 F, and Cucamonga.f nidus at 1145 F. equipment having jurisdiction. . Catalog ansees on every material anequipment item installed W followed in at cases where the manufacturers of articles used in this Contract famish bCt � d parts � td directions coverin ints not shown in the Drawin s and Specifications. under this Contract. H.Remote Control Valves: g p° 9 F. GATE VALVES: 2. All miscellaneous irrigation equipment shall be as specified or approved equal. B. The Contractor shag show evidence to the City of Rancho Cucamonga that the City has c. Guarantee statement received all accessories, charts, record drawings, and equipment as required before final site C. Ordmonces and Regulations: AN local, municipal and state laws, and rules and regulations d. Complete operating and maintenance instructions on all major equipment 1.Bat Valves (1 and smaller) 1. Install where shown on the Drawings. Where grouped together, allow at least twelve observation can occur.governing or relating to any portion of this work are hereby incorporated into and made a PART 3 - EXECUTION (12) inches between adjacent valve boxes. Install each remote control valve in a art of these Specifications, and their provisions shop be carried out b the Contractor. 2. In addition to the above mentioned maintenance manuals, provide the City s separate valve box. 3.10SITE OBSERVATION SCHEDULE P D D Y a. Ball valves shop be a 125 Ib SWP bronze valve with threaded ends and shag maintenance personae! with instructions for major equipment and show evidence in Anything contained in these Specifications shag not be construed to confect with any of the be equipped with a stainless steel handle. 3.01 OBSERVATION OF SITE CONQfTIONS writing to the C' of Rancho Cucamonga at the conclusion of the project that this pts I.Flushin of System. above rules, regulations, or requirements of the same. However, when these Specifications g b. Ball valves shall be Nibco T-585-70-60 or roved gA The Contractor shag be responsible for notifying the City of Rancho Cucamonga in advance service has been rendered. PP and Drawings cog for ordescribematerials, workmanship, or construction of abetter equal. A All scaled dimensions are approximate. The Contractor shah check and verify all size for the following observation meetings, according to the time indicated: quality, higher standard, or larger size than is required by the above rules and regulations, q dimensions and receive approval from the Ci of Rancho Cucamonga or to oceedin 1. After at new sprinkler pipe lines and risers are in place and connected, alt necessary E.Equipment to be Furnished: c. Ag Ball valves shall be installed per detail. PP City 9 g diversion work has been completed, and prior to installation of sprinkler heads, the 1. Pre-Job Conference - 7 da the provisions of these Specifications and Drawings shall take precedence.. � with work under this Section. control valves shall be opened and full head of water used to flush out the system. Ys D.Explanation of Drawings: 1. Supply as a part of this contract the following tools: 2.Resilient Wedge Gate Valve (2 and larger) B. Exercise extreme core in excavating and working near existing. utilities. The Contractor shall 2. Pressure supply fine installation - 24 hours Gate valves shag bcoated and equipped ' be responsible for damages to utilities which are caused by his operations or neglect Check 2. Sprinkler heads shall be installed only after flushing of the system has been 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, a. Two (2) sets of special tools required for removing, disassembling and a. Resirient W� be with a 2existin utilities drawin s for exisUn utility locations. accomplished to the complete satisfaction of the city of Rancho Cucamonga. 3.Laterol fine and sprinkler installation - 24 hours sleeves, etc., which may be required. The Contractor shay carefullyinvestigate the adjusting each type of sprinkler and valve supplied on this project operating nut 9 g 9 dY P � y rb. Two 2 four-foot valve keys for operation of gate valves. b. Resirient Wedge Gate valves shall be No. 403 RT-RW os supplied by Watts Q structural and finished conditions affecting all of his work and plan his work or areal rat• C. Coordinate installation of sprinkler materials including pipe, so there shah be no interference 4. Automatic controller installation - 24 hours ti c. Two �2) ke for each automatic controller. PPr eqaccordingly, famished such fittings, etc., as may be required to meet such conditions. ?� c. Ag Resilient Wed a Gate valves shall be installed detail. with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. J. Sprinkler Heads: a d. One 1 quick coupler key and matching hose swivel for every five (5) or 9 Per Drawings are generally diagrammatic and indicative of the work to be installed. The 5. Control wire installation - 24 hours work shall be installed in such o manner as to avoid conflicts between the irrigation fraction thereof of each type of quick coupring valve installed. d G.Quick Coupring Valves: D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed 1. Instal the sprinkler heads as designated on the Drawings. Sprinkler heads to be W system, planting and architectural features. before starting work on the irrigation system. installed in this work shop be equivalent in all respects to those itemized. 6. Pressure supply rine and lateral fine testis 48 hours a 2. The above mentioned equipment shag be turned over to the City at the conclusion PPtY g - 0 2. All work called for on the Drawings b notes or details such be famished and of the project Before final observation can occur, evidence that the City hos 1. Quick coupling valves shall have a brass, two-piece body designed for working o g Y received material must be shown to the City of Rancho Cucamonga. pressure of 150 P.S.I. 3.02PREPARATION 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no 7. Coverage test - 48 hours Z installed whether or not specifically mentioned in the specifications. case shall the spacing exceed the moximum recommended by the manufacturer. 3 2. Quick cou fin valve shag be rable with a uick cou ler ke Ke size and a APhysical layout 8. Final observation - 7 d m 1.04PRODUCT DELIVERY STORAGE AND HANDLING P 9 q P Y Y tYP aYs M 3. The Contractor shop not willfully instep the irrigation system as shown on the shall be as shown on the Drawings. 3.04 TEMPORARY REPAIRS `^ Drawings when it is obvious in the field that obstructions, grade differences, or 1. Prior to installation, the Contractor shall size stake out all pressure supply Goes, B. When observations have been conducted other than the City of Rancho Cucamonga, show o discrepancies in area dimensions exist that might not have been considered in A Handling of PVC pipe and fittings The Contractor is cautioned to exercise care in handling, pa � H.Backflow Prevention Units: routing and location of sprinkler heads. The City reserves the right to make temporary repairs as necessary to keep the sprinkler system evidence in writing of when and by whom these observations were made. engineering. Such obstructions or differences should be brought to the attention of loading, unlooding, and storing PVC pipe and fittings. AN PVC pipe shot be transported in in operating condition. The exercise of this right ht b the Ci shag not relieve the o 9 9• 9h equipmentoper 9 9 Y City the City of Rancho Cucamonga. in the event this notification is not performed, the a vehicle which allows the length of pipe to fie flat so as not to subject it to under bending 2. All layout shall be approved b the Ci of Rancho Cucamonga ior to installation. Contractor of his responsibilities under the terms of the guarantee as herein specified. 0 Contractor shah assume full responsibility for an revision necesso or a concentrated external load at any point. Any section of pipe that has been dented or 1. Backflow prevention unit shall be of size and type indicated on the irrigation Yo PP Y City 9 Pr Po g Dee C. No site observations wig commence without As Built record drawings. The contractor V) ty Y ry' damaged will be discarded, and if installed, shat be replaced with new piping. drawings. Install backflow prevention units in accordance with the Drawings. shall not cuff for a site visit without As-Built' record drawings, without completing � B.Water Supply: 3.05 EXISTING TREES previously noted corrections, or without preparing the system for said visit LU a 1.03SUBMITTALS 1.05SUBSTiTUTIONS 2. Wye strainers at backflow prevention units shag have a bronzed screwed boy with Z 60 mesh monel screen and shag be similar to Bailey #1008 or approved equal. 1. The irrigation system shall be connected to water supply points) of connection as Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care CONCRETE SPECIFICATIONS G A. Material rist: indicated on the Drawings. to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur A. N the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and S ifications, he do so b rovidin the following 3. AN pressure main fine piping between the point of connection and the bockflow shat be done by hand. At roots two (2) inches and larger in diameter, except directly in the path . 1. The Contractor shall furnish the articles, equipment, materials, or processes specified 9 may y P g g 2. Connections shag be mode at the approximate locations shown on the Drawing*- of i or conduit, shall be tunneled under and shall be heavily wrapped with burls to prevent PART 1 GENERAL N mformafiort to the City of Rancho Cucamonga for opprovaM preventer shag be installed as required by Local code. The Contractor shat verity PPr ( ) 9 p. h DPe P P by name in the Drawings and Specifications. No substitution will be allowed without with the local governing body as to material type and installation procedures prior The Contractor is responsible for minor changes caused by actual site conditions. scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller a prior written approval by the City of Rancho Cucamonga. to start to construction. Submit oho drawing for oval. than two (2) inches in diameter, the wag of the trench adjacent to the tree shag be hand trimmed, 1.01Description a 1. Provide a statement indicating the reason for making the substitution. Use a separate P 9 PPr x heet of paper for each item to be submitted C.Electrical Supply: making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coots W 2. Complete material list shat be submitted prior to performing any work. Material rise sheet pap LCheck Valves: of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and For concrete information refer to the Standard Specifications for Pubric Works Construction (Green W shop include the manufacturer, model number, and description of all materials and 1. Electrical connections for any and all automatic controllers shall be made to electrical where this is not possible, the side of the trench adjacent to the tree shat be kept shaded with budop Book Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well equipment to be used Although manufacturer and other information m be 2. Provide descriptive catalog literature, performance charts and flow charts for each of connection as indicated on the Drawings. or canvas. as any other sections related to the installation, per and post installation of concrete work, materials, �_ P may 1. Swim check valves 2 and smaller shall be 200 and W.O.G. bronze construction point(s) g labor, and clean-up. The Standard Specifications for Public Works Construction is available from: o different, the followingis a nide to proper submittal format: item to be substituted. 9 Pop, pec 0 g �°P with replaceable composition, neoprene, or rubber disc and shall meet or exceed 3. Provide the amount of cost savings if the substituted item is approved. Federal Specification WW-V--51D, Class A. Type N. 2. Connections shat be made at the approximate location(s) shown on the Drawings. 3.06 FIELD QUALITY CONTROL IX item No.Desc6ptionManufacturerModel No. 9 The Contractor is responsible for minor changes cause by actual site conditions. BI Building News B. The Ci of Rancho Cucamonga shop have the sole responsibility in accepting or rejecting 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread A Adjustment of the System: 3055 Overland Avenue o 1 Backflow Preventerfebco 825-Y-BV City 9 Po ty D 9 J 9 3.031NSTALLATION Los Angeles, CA 90034 a an submittal item as an approved equal to the equipment and materials risted on the inlet and outlet. internal parts shall be stainless steel and neoprene. Anti-drain valve 310 202-7775 0 2 Automatic Controller CalsenseET1- -DR Y PPro D shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve 1. The Contractor shag flush and adjust at sprinkler heads for optimum performance ( ) o 3 Master Valve Cloyval136-ACSKC Drawings and Specifications. shall be similar to the Vacon 'ADV' oraPPr oved equal. ATrenching: and to prevent oversproy onto walks, roadways, and buildings as much as possible. Q� 4 Etc.Etc.Etc. 1.02Scope o 1.06GUARANTT:E J.Control Wirin • 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe 2. If it is determined that adjustments in the irrigation equipment will provide proper o Irrigation submittal must be specific and complete. All items must b risted and g to an even grade. Trenching excavation shall follow layout indicated on the and more adequate coverage, the Contractor shall make such adjustments prior to Furnish and install at concrete work complete as indicated on the drawings or as specified, 0 9 Dec P Y 9r 9 Yo q 9 1 P Z should include solvent, mer, wire, connectors, valve, boxes, etc. No coVies of A The guarantee for the irrigation system shag be made in accordance with the attached form. Drawings and as noted. planting. Adjustments may also include changes in nozzle sizes and degrees of arc including, but not rimited to the following: _ D The General Conditions and Supplementary Conditions of these Specifications shall be filed 1. Except as noted otherwise, connections between the automatic controllers and the 9 9 I Y 9e e9 manufacturers literature (catalog cuts) are required as submittal information PP ry electric control valves shall be made with direct burial copper wire AWG-U.F. 600 as required• v with the City prior to acceptance of the irrigation system. PPe 2. Provide for a minimum of twenty-four 24 inches cover for at irfi ation fines A Furnish and set all reinforcing steel, bolts, and anchors. o volt. Control wiring installed in control wire conduit within structure shall be made ty ( ) 9 3. Equipment or mater�ols installed or furnished without fora oval of the C of with AWG-TW solid copper wire. Pilot wires shah be a different color wire for each installed under paving or hardscoping. 3. Lowering raised sprinkler heads by the Contractor shat be accomprished within ten v Pr approval dY 8. A copy of the Guarantee form shall be included in the operations and maintenance manual. opp B. Install at items r aired b other trades which are to be cast into concrete. D Rancho Cucamonga may be rejected and the Contractor may be required to remove automatic controller. Common wires shag be white with a different color stripe for (10) days after notification by the City. eq Y o such materials from the site at his own expense. C. The guarantee form shall los re-typed onto the Contractors letterhead and shat! contain the each automatic controller. Instalt in accordance with valve manufacturers 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply rines following information specifications and wire chart In no case shah wire size be less than #14. of three (3) inches or larger in diameter. 4. Ag sprinkler heads shag be set perpendicular to finished grades unless otherwise C. Concrete mow strips, footings far walls, fencing, posts, benches, etc., where applicable. W 4. Approval of any item, aRemative or substitute indicates only that the product or designated on the Drawings. products apparently meet the requirements of the Drawings and Specifications on the GUARANTEE FOR IRRIGATION SYSTEM 2. Wiring shall occupy the some trench and shall be installed along the some route as 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply rines of 1.03 Protection C° basis of the information or samples submitted pressure supply or lateral fines wherever possible. two and one half (2-1/21 inches or smaller 5. Rain Bird EFB-CP-PRS valves wig be set per manufacturers specification so that each o lateral operates at design pressure. We hereby guarantee that the irrigation system we have furnished and installed is free from defects AN finished concrete work shop be barricaded to estrion traffic for three 3 days. Borricode shall W 5. Manufacturers warranties shall not rerieve the Contractor of his riabili under the 3. Where more than one 1 wire is laced in a trench, the wirin shall be to together 5. Provide for a minimum of twelve (12) inches for all non-pressure fines. Ped Y X tY in materials and workmanship, and the work has been completed in accordance with the Drawings ) P 9 Deal o9e B.Testing of irrigation System., be placed imediately after concrete finishing. Contractor shag furnish, place and remove all of his c guarantee. Such warranties shop only supplement the guarantee. and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair at intervals of fifteen 15) feet. own bor6cades. Contractor shag be responsible for an damage to new construction and LO 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. Po Y 9 or replace any defects in material or workmanship which may develop during the period of one year 1. The Contractor shall request the presence of the City of Rancho Cucamonga in replacement or repair of the work shat be made without added cost to the City. Z B.RECORD DRAWINGS: from date of acceptance and also to repair or replace any damage resulting from the repairing or 4. An expansion curl shall be provided within three (3) feet of each wire connection. , replacing of such defects at no additional costs to the City. We shat make such. repairs or Expansion curl shall be of sufficient length at each splice connection at each electric 7. Refer to City Standard 120 "Trench Repair when within City streets susceptible to writing at least 48 hours in advance of testing. a 1. The Contractor shag provide and keep up-to-date a complete record set of blueline control valve, so that in case of repair, the valve bonnet may be brought to the traffic loads. 1.04 Clean-up o Pr P P PI replacements within a reasonable time, as determined by the City, after receipt of written notice. In pa y g 2. Test all pressure limes under hydrostatic pressure of 150 pounds square inch and W ozorid prints which shat be corrected daily, showing every change from the original the event of our failure to make such repairs or replacements within a reasonable time after receipt surface without disconnecting the control wires. Control wires shag be laid loosely o q U n cam fetion of all concrete work and before final ecce tones, the Contractor shall remove all Drawings and Specifications and the exact installed locations, sizes, and kinds of of written notice from the City, we authorize the City to proceed, to have said repairs or replacements in trench without stress or stretching wire conductors. B.Bockfilfing prove watertight Pa P P toots, surplus materials, apparatus, debris, etc. from the site and the site shall be left in a clean, neat ,- equipment Prints for this purpose may be obtained from the City of Rancho mode at our expense and we will pay the costs and charges therefore upon demand. condition acceptable to the Ci W 1. The trenches shall not be backfilled until all required tests are arced. Trenches Note: Testis of pressure main lines shat occur prior to installation of the electric P City. Cucamonga at cosi This set of drawings shah be kept on the site and shag los used 5. At splices shag be mode with Scotch-Lok X3576 Connector Scaling Packs, Rainbird eq Pert 9 Pr Pr o only as a record set. PROJECT: TRACT NO. 16100 Snap-Tile wire connectors., or approved equal. Make only one splice with each shall be corefully backfilled with the excavated materials approved for backfilling, control valves. Z connector searing pock consisting of earth, loam, sandy clay, sand, or other approved materials, free from o 2. The Contractor shall make neat and legible notations on the record drawing progress LOCATION: DAY CREEL( BLVD• NORTH OF WILSON large clods of earth or stones. Backfill shall be mechanically compacted in 3. AN piping under paved areas shat be tested under hydrostatic pressure of 150 pounds o sheets daily as the work proceeds, showing the work as actually installed. For 6. Field sprices between the automatic controller and electric control valves will not be landscaped areas to a dry density squall to adjacent undisturbed soil in planting areas. per square 'rich and proven watertight prior to paving. a Backfill will conform to adjacent grades without dips, sunken areas, humps or other o example, should a piece of equipment be installed in a location that does not match SIGNED: allowed without prior approval of the City of Rancho Cucamonga. fl the plan, the Contractor must indicate that equipment has been relocated in a graphic surface irregularities. 4. Sustain pressure in fines for not less than six (6) hours. If leaks develop, replace z joints and repeat test until entire system is proven watertight. N manner so as to match the original symbols as indicated in the irrigation legend. The AppRE$$�; K. Automatic Controller. Z relocated equipment and dimensions will then be transferred to the original record 2. A fine granular material backfill will be initially placed on all lines. No foreign a drawing plan at the proper time. PHONE: PATE OF ACCEPTANCE 1. Automatic controllen{s) shall be of size and type shown on the Drawings. matter larger than one-half (1/2') inch in size will be permitted in the initial bockfill. 5. All hydrostatic tests shag be made only in the presence of the General Contractor and the City of Rancho Cucamonga. No pipe shad be backfilled until it has been ct o 3. Before the date of the final observation, the Contractor shoo transfer at information PART 2 - PRODUCTS 2. Final location of automatic controller{s) shall be approved by the City of Rancho 3. Hooding of trenches will be permitted only with approval of the City of Rancho observed, tested, and approved in writing. .aZ from the record drawing prints to a sepia mylar or similar mylar material. Cucamonga. Cucamonga. z Arrangements shah be made through the city for obtaining said sepia mylaror 2.01 MPS 6. Fumish necessary force pump and all other test equipment. -3: 4. I similar mylor material. Ag work shah be in waterproof India ink and applied to the 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each f settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, mylar b a technical n made ex for use on mar material. Such n shah automatic controller location is to be furnished by others. The final electrical hook- lawn, planting, or other construction are necessary, the Contractor shall make all 7. When the irrigation system is completed, perform a coverage test in the presence of y y pe expressly YI Pe A General Use only new materials of brands and types noted on drawings, specified herein, required adjustments without cost to the Ci the C' of Rancho Cucamonga to determine if the water coverage for land areas `n be similar to those manufactured by Ropidogroph, Kueffel & Esser, or Faber Castell: or approved equals. up shall be the responsibility of the Contractor. eq 1 City. City 9 all planting W The dimensions shall be made as to be easily readable even on the final controller is complete and adequate. Famish all materials and perform all watC required to chart (see Section C). The original mylor 'record drawing' plan shah be submitted 8. PVC Pressure Main Line Pips anal Fittings L Electric Control Valves: C.Trenching and Backfill Under Paving: correct any inadequacies of coverage due to deviations from the Drawings, or where W to the City of Rancho Cucamonga for approval prior to the completion of the the system has been willfully installed as indicated on the Drawings when it is o 1. All electric control valves shag be the same size and shown on the Drawings. 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be obviously inadequate, without bringing this to the attention of the City of Rancho W controller chart 1. Pressure main fine piping for sizes 2' and larger shall be PVC Class 315. type installed, shag be backfilled with sand (a layer four (4) inches below the pipe and six Cucamonga. This test shall be accomplished before any ground cover is planted. D 4. The Contractor shag dimension from two 2 anent points of reference, such as 1 2. All electric control valves shat have a manual flow adjustment. (6) inches above the pipe) and compacted in layers to 95% compaction, using manual o ( ) Perm Po 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde , PVC j or mechanical tomping devices. Trenches for piping shall be compacted to equal the 8. Upon completion of each phase of work, the entire system shall be tested and Q building comers, sidewalk edges, road intersections, etc., the location of the compound conforming to ASTM resin specification 01784. At pope must meet cam tion of the existing adjacent undisturbed soil and shah be left in a firm adjusted to meet site r wrements followingitems: requirements as set forth in Federal Specification PS-22-70, with an appropriate 3. Provide and install one controt valve box for each electric control valve. Por 9 I 1 eq ea ' PecREVISION S standard dimension (S.D.R.) (Solvent-weld Pipe). unyielding condition. At trenches shall left flush with the adjoining grade. The a. Connection to existing water rines. M. Control Valve Boxes. Contractor shag set in place, cop and pressure test all piping under paving prior to the Z 0 b. Connection to existing electrical power. 3. Pressure main fine piping for sizes 1-1/2' and smaller shall be PVC Schedule 40 with pawing work. UJ UJ c. Gate valves. solvent welded joints. 1. Use 10' x 10-3/4' round box for all gate valves. Corson Industries J910-12B with d. Routing of sprinkler pressure lines (dimension max. 100' along routing). green bolt-down cover or approved equal. Extension sleeve shall be PVC with 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic drivin , but where an cuttin or breakin of sidewalks and or concrete is necesso , e. Sprinkler control valves. 4. Schedule 40 pipe shag be made from NSF approved Type 1, Grade 1 PVC compound minimum size of six (6) inches. g y g g ry o f. Routing of control wiring and locations of all splice boxes. conforming to ASTM resin specification D1785. At pipe must meet requirements it shag be done and replaced by the Contractor as a part of the Contract cost T g. Quick coupfng valves. as set forth in Federal Specification PS-21-70. 2. Use 9-1/2' x 16' x 11' rectangular box for all electric control valves. Carson Permission to cut or break sidewalks and/or concrete shall be obtained from the City Industries 1419-128 with green bolt-down cover or approved equal. of Rancho Cucamonga. No hydraulic driving will be permitted under concrete � h. Stub-outs for future connections. 9 PPr eq pavia ng i. Other related equipment as directed by the City of Rancho Cucamonga. 5. PVC solvent-weld fittings shag be Schedule 40, 11-1 NSF approved conforming to o ASTM test procedure D2466. 3. Use 6 diameter x 8-3/4 deep round plastic valve box for all quick coupring valves. CITY 5. On or before the date of the final field observation, the Contractor shop deliver the Carson Industries # 608-12 with green flex-lock cover or approved equal. 3. Refer to City Standard 120 `french Repair when within City streets susceptible to DESCRIPTION OF REVISION DATE APPR. � corrected and completed sepias to the City of Rancho Cucamonga. Delivery of the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type traffic loads. Z sepias will not relieve the Contractor of the responsibility of furnishing required and installation methods prescribed by the manufacturer. 4. Use 9-1/2' x 16' x 11' rectangular box for all electric control valves installed within - 0 information that may be omitted from the prints. on-grade landscaped areas. Cason Industries # 1419-126 with green bolt-down DAssembries CITY OF RANCHO C U C A M 0 N G A :� 7Ap PVC i must bear the following markings: cover or approved equal. o C.Controger Charts: P g g 1. Routing of sprinkler irrigation rines as indicated on the Drawings is diagrammatic. a.Manufacturer s name 5. Use 10' x 10-1/4' round box for all quick coupring valves installed within on- install rines (andvarious assemblies) in such a manner as to conform with the details n 1. As-builts drawings shag be approved by the City of Rancho Cucamonga before b.Nominal pipe size structure landscaped areas. Corson Industries No. 910-128 with green bolt-down in the Drawings. IRRIGATION SPECIFICATIONS U) controller charts are prepared. c.Schedule or class cover or approved equal. p > g . Install NO multiple assemblies in plastic fines. Provide each assembly with its own TRACT 16 100 f d.Pressure ratio in P.S.I.P.S.i. 2. Provide one controller chart for each controller sequence. e.NSF (National Sanitation Foundation) approval N.Sprinkler Heads: Of f.Date of extrusion 3. Install all assemblies specified herein in accordance with respective detail. In EAST SIDE DAY CREEK STA. 71 +50 TO 75+00 3. The chart shah show the area controlled by the automatic controller and shall be the 1. All sprinkler heads shoo be of the same size, , and deliver the some rate of U maximum size which the controller door will allow. ?ri, type absence of detail drawings or Specifications pertaining to specific items required to NORTH SIDE WOLFSON D R I V E 8. AN fittings shag bear the manufocturer s name or trademark, material designation, precrpitotion with the diameter (or radius) of throw, pressure, and discharge as shown complete work, perform such work in accordance with best standard practice with 4. The short is to be a reduced drawing of the actual installed system. However, in the size, applicable I.P.S. schedule and NSF seal of approval. on the Drawings and/or specified in these special provisions. prior approval of City of Rancho Cucamonga. BETWEEN B R 0 0 K S TO N E .PLACE AND DAY CREEK U event the controller sequence is not legible when the drawing is reduced; it shag be C.PVC Non-Pressure Lateral Line Piping: 2. Spray heads shall have a screw adjustment. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before /G I W enlarged to a size that wig be readable when reduced: installation. Installation and solvent welding methods shall be as recommended by APPROVED BY D ,C /� DATE: c 7/ v 1. Non-pressure buried lateral fine piping shall be PVC Schedule 40 with solvent-weld 3. Riser units shall be fabricated in aa:cordance with the details shown on the drawings. the pipe and fitting manufacturer. T F CITY ENGINEER T,��e'Cf(3- (/t _____T_-_T__T_ RCE: 24953 0 joints when installed in planting areas. N e�wry DESIGN .4 *4 RECOMMENDED Z 4. Riser nipples for all sprinkler heads shall be the some size as the riser opening in the 5. On PVC to metal connections, the Contractor shall work the metal connections first. Cl ti % ' g 2. Non-pressure lateral fine piping installed under paved areas shat be PVC Schedule sprinkler body. Teflon tape or approved equal, shat be used on all threaded PVC to PVC, and on all " ,"o, d C R _� 1CA1E ARCMECT$ � m 40 with solvent welded joints. threaded PVC to metal joints. Light wrench pressure is all that is required. Where -' �• V' UNDERGROUND BERVICB ALERT LANDSCePB ARCEHEC URB 5. All sprinkler heads of the some type shop be the some manufacturer. threaded PVC connections are required, use threaded PVC adapters into which the DRAWN IMGsBON CONSULTAM SHEE a ew,Tau rent 3. Pipe shag be made from NSF approved, Type 1, Grade H PVC compound pipe may be solvent welded. * �� conforming to ASTM resin specification 01784. All pipe must meet requirements 0. Sleeving: CADD f 15 South 5th Street 1-4400) set forth m Federal Specification PS-22-70 with an appropriate standard dimension �l9 2725 ��P Redtanda, California 92373 t -7 O F 12 0 227-2600 ratio. 1. Sleevingunder hordsca or ed areas for mainrine, lateral rines or control wiring TF OF Lk4 CHECKED D RAW I N G NO.Pe P� 9 CA �W) 798-7490 Fax (909) 307-8235 c° shall be Schedule 40 P.V.C. or approved equal. STB4 , No 2725, c lie. No. 468 ro stblan arc .cam 1991--1. TWO woman airs MPM row oN n PROJECT SHEET N0. OF PLANTING SPECIFICATIONS PART 1 - GENERAL PART 2 - D(ECUTION PART 5 - GROUND COVER AND BEDDING PLANTS C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants 2 01 Protection: 5.01 Scope of Work and planted areas free of insects and disease. Method shall be reviewed by the City prior to Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be any applications.. Pest Control shall include Gopher control. 1.T Scope of Work ncidental to in allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable Provide all materials and equipment and perform all work necessary for and istalling Contractor shall provide all materials, labor arid equipment incidental to and necessary for material until planting. Balled and burls plants shall have root ball covered with moist sawdust, all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the D. Pruning: Prune all plants c designated and directed by Landscape Architect, o start e completing all work, as indicated on the drawings. as reasonably implied. or as delineated in the P 9• PPS P maintenance program and continue to prune plants as directed or as may become necessary Specifications as follows. wood chips or other suitable material until planting. specifications. until the end of the maintenance program. 1.02 Standards• 2.02 Installation: 5.02 Bedding Plants: Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as AN work and materials shall comply with governing codes, safety orders, standards, and regulations, Detailed layout of plants within the planting areas shall be performed by Contractor and approved Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of necessary to achieve and overall even appearance. Exterminate gophers and moles; repair and meet the minimum requirements of the Standard Specifications For Public Works Construction by the Landscape Architect and City prior to planting. the species and variety shown on plans. damage. PART 8 - ACCEPTANCE OF PROJECT (Green Book) latest edition. Soil excavated from planting holes shah be amended to backfill around trees and shrubs using the 5.03 Ground Cover. following mixture: 8.01 General: 1.03 Quality Assurance: Ground Cover. Provide ground cover of the species shown on plans. Ground cover shall be A AN Contractors performing Site Development work. must be licensed in accordance with the Native, On-Site Soil with rock no greater than 3" in diameter established and well rooted in flats or similar containers. Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas caws of the State of Catifomia. Gro Power Plus, 5-3-115 lbs/ry 5.04 Mulch: is required prior to final acceptance of the work by the City. The Commencement date for the maintenance Iron Sulfate2 lbs/cy period shah commence upon written approval for all phases of planting installation by the City Public Works B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors Mulch: Shall be of compacted wood chi fiber. Inspector. Maintenance period shag be adequate to verify plant characteristics and establishment and Maternal Suppliers expected to be employed during the course of construction. (To be used for bidding purposes only, verify with Agronomic Soils Test.) Pa P C. Contractor shall obtain and keep in force Public Liability and Property Damage Insuronce, After backfilling, construct a Y earthen berm to form watering basin around each plant, to allow 5.05 Coordination: A Two inspections shall be made that affect the establishment period: The first after all in and establishment plantings have been completely installed in order to approve the beginning of the thorough water- during entire course of the Construction Contract The amount of insurance shag be A Do not have plants delivered to the job site until site conditions are ready for planting. If establishment period, and the second at the end of the establishment period. If plantings are determined by City. not acceptable at the end of the 180 da eriod, due to defective maintenance, then continue Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. planting is delayed, keep plant roots moist and place in a sheltered location protected from P Y P D. Prior to start of site development work, the Contractor shag notify the Landscape Architect Berms in turf areas to be removed prior to City acceptance. the sun, wind and other damaging elements. establishment until all work meets with the Specifications and can be approved. and City to give starting and completion dates. Contractor shag also supply the Landscape B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to B. At termination of establishment period all plant material shall be rive, healthy, undamaged, Architect and City with the name and telephone number of the person in charge of the work. PART 3 - SOL PREPARATION AND FINISH GRADING bedding plants and ground cover planting. and free f infestation. Inferior plantings shag m replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and 1.04 Responsibilities and Coordination: free of weeds. 3.01 Scope of Work A Permits: The Contractor shall obtain and pay for all permits and inspections required by 5.06 Installation: z governing authorities for the work to be performed. A Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grading of of planting and lawn areas as shown on plans, as Plant ground cover and bedding plants in moist sol and space as indicated on plans. w B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on reasonably implied, or as delineated in the specifications. U Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. the plans at the site prior to commencement of any work under this contract. The Contractor shag verify the location and depth of all underground utilities prior to start of work. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. Sol moisture shall be such that soil does not crumble when removing plants from container. o Z Contractor shall apply for and all cost incurred for all C. Cleaning and finish grading of planters areas and planting areas. Regrode planter areas after planting, to restore smooth finish grade and to insure proper surface 3 C. Temporary Utilities: The Co pp y pay temporary utilities such as rooter, electrical power and gas as required by him for the drainage. A 4 layer of mulch material shall be spread over the entire planter area after grade is construction of the project Temporary services shag be coordinated with the City and other 3.02 Topsoil: established. Watering shag begin immediately after mulching. (Grading shall accommodate the N contractors on the job site. , , , , mulch) 0 A Existing on-site soils listed as acceptable under Site Grading specification. Ln z D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all 5.07 Protection: o B. Topsoil imported to she for use as fill backfid in planters and mounding, shag be sandy a, surveys, reference points and elevations required by him►, and shown on pians for proper oP mporf P LU LU execution of site construction. textured. Silt plus clay content of this soil shall be no greater than 15% by weight The Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. 0- boron content of this soil shall be no greater than 1 part per million as measured on the a z E Traffic: The Contractor is responsible for oil temporary traffic barriers and detours required saturofm extract. The sodium absorption ratio (SAR) shall not exceed 3.0 milGmohos per PART 6 - WEED ABATEMENT AN temporary traffic barriers and detours shall centimeter at 25 C. In order to ensure conformance, samples of the imported soil shag be by him for the construction of the project conform to all. conditions required by the City or governing. authorities. submitted to an agronomic soils testing laboratory, approved by the project Landscape 6.01 Scope of Work Architect for analysis prior to use. Result of testing to be delivered to City for approval. 1.05 Defective and Unauthorized Work Sol test to include analysis and recommendations. Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably implied, and as delineated in the specifications. a X Li AN work which is determined by inspection to be defective in its construction or deficient in any of 3.03 Soil Amendments: 6.02 Quality Assurance: the requirements of the plans and specifications, shag be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the Landscape Architect and City. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished z by the Contractor A The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses 0 0 1.06 Inspections 3.04 Soil Preparation: that are required. The Contractor shag arrange for inspections by notifying the Landscape Architect, City and All work on irrigation system shall be complete and inspected for recommended approval and, fine B. All materials and methods must conform to Federal, State, and Local Regulations. governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shag o be as listed below, but not necessarilyin this order. Only the inspection pertaining to the project grading completed, prior to rototilGng and prior to soil amendment work 0 " r spec► P� 9 Pr 1 6.03 Submittal: U scope of work will aPPIYCK After rough grades have been established, prepare all lawn and planting areas by tiling or cross o Rough Grading ripping to a depth of If. All rock and debris more than Y in diameter shag be removed from the Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Drain Lines and Catch Basins. site, except for areas that are to be sodded, in which all rock and debris more than 1' in diameter Landscape Architect/City a list of the weed control materials and quantities per acre intended for use Irrigations (main time pressure, coverage & system operations test). shall be removed. in controlLng the weed types prevalent and expected on the site, as supplied by the Pest Control Soil Preparation and Finish Grading. Advisor. Pest Control Advisor shag furnish the Landscape Contractor and Landscape Architect and � Plant Material (delivery & placement). Apply , spread, and rototg in all soil amendments as recommended to a depth of V. Water area City data to demonstrate the compatibility of the weed control materials and methods with the Substantial Completion Inspection (at cam letion of landscape improvements) - 7 Days. thoroughly after rototilGng is complete. Incorporate evenly into the top 4' to 6 the following for intended planting and seed varieties present. Final Inspection (after maintenance period - 7 days. each 1,000 square feet of planting area: u 6.04 Responsibility and Coordination: U 0 0 CK or The contractor shall arrange o Preconstruction job conference with the Landscape Architect and City 4 cubic yards of ower or appRedwoodroved eqq Fr shaving or equal. ual. A Landscape Contractor is responsible for the erection of all signs and barriers required to Li a minimum of seven (7) days prior to the beginning work. a 200 lbs. of Gro-Power or prevent intrusion into the treated areas and to notify the public. af LJ 1.07 Guaranties The above soil conditioning are minimal qualities only and should be used only for bidding purpose, rn because sol conditions may change drastically from the time these specifications were developed B. No material or methods shall affect the landscape planting or hydroseed germination. No A Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own material or method shag render the job site unusable for more than 10 days from date of o 000 square feet of looted area. These soil tests shag be application. w cf from date of find acceptance of landscape construction for periods as follows: soils analysis at a rate of one per every 25, q p V) conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Trees 24' box & larger 1 yearArchitect and City. Copies of the sol test to be provided during the Pre-construction job conference. 6.05 Non-Selective Herbicides: Trees 15 gal. & smaller 1 year L Shrubs AN sizes 120 d 3.05 Finish Grading: Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by t;�e 3_ Pest Control Advisor) Li Ground Cover 120 days o Beddin Plant 120 Boys After rototilGng operations are complete, grade areas to establish finish grades for planting. All flowUJ Lawn sod) 120 days lines shall be maintained and proper tolerances shag be met after settlement at the end of the project 6.06 Selective Herbicides: IXIX maintenance period. Lawn seed) 120 days from first mowing 0 Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Guarantees begin after the project acceptance by City and at the end of the 180-day Finish grading shag leave surface of the ground uniformly smooth and free of abrupt grade change. Control Advisor) 0 maintenance period. Landscape Contractor shag replace and plant all materials which have died o within the time span stated above, at no cost and within 5 days from receiving written notice from 3.06 Coordination: 6.07 Weed Eradication: 0 0 the Landscape Architect or City. If dead material is not replaced and planted within the 5 day d period. City may replace dead material with new material and charge the Landscape Contractor for Weed abatement work shah be coordinated with the installation of the irrigation system rototilling If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting req prior these areas Pest Control Advisors o and soil amendment work, and planting. (See Weed Abatement section). areas will require control or to removal, spray per z all expenses incurred. recommendations. z B. Construction Materials: The contractor shall guarantee all workmanship and materials for PART 4 - TREES AND SHRUBS all site development, for a period of one year from date of final acceptance of project. A Prior to the installation of the irrigation system remove and clear of weeds and deleterious d 4.01 Scope of Work: materials from planting areas. 0 0 Ln 1.08 Material and Labor Releases: Provide all material, equipment, and labor necessary to install of trees and shrubs as shown on plans, Allow herbicide to Will all weeds. Rake or hoe off all dead weeds to a depth of 1' - 2 below as reasons implied and as delineated in the specifications. the surface of the soil. Physically remove all weeds from the site. o Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and olY " PiCif materials releases for all work performed under Site Development. 4.02 Products PART 7 - LANDSCAPE MAINTENANCE 0 Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names' w A established by the American Joint Committee on Horticulture. Except for names covered 7.01 Scope of Work W 1.09 Disposal pail Clean-up: Remove all. waste materials (including excavated material classified as unacceptable soil material). therein, the established custom of the nursery is followed. Provide all materials, labor and equipment necessary for, or incidental to, performing all 0 trash and debris generated or encountered during the course of landscape construction, and legally o dispose of it. During the course of the work, remove surplus moterids from the site and leave Ld B. Condition - Plants shag be symmetrical, typical for variety and species, sound, healthy, maintenance requirements as reasonably implied or as delineated in the specdications including, lou# vigorous, free from plant disease, insect pests, or they s, and shall have health normal not limited to the following: N premises in a neat and clean condition. Clean up and remove all remaining debris and surplus 'g°f P e99 y' materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned root systems. well-filling their container, buy not to the pont of being root bound. Plants upon the request of the inspector, shag not be pruned at anytime, and in no case shall trees be topped. Maintain all plants and planted areas. z Keep planted areas free of weeds and debris. Q C. Trees and shrubs shag be growing at a recognized nursery in accordance with good Prune trees and shrubs. REVISIONS z horticulture practices and shag be of the size and caliper normally associated with the Fertilized all plants and planted areas. container size specified on plans. Removal of all tags, labels, nursery stakes and ties from Irrigation. ail plant material prohibited until the approval of the Landscape Architect or City. Insecticide spraying. w x D. AN plant material delivered to the site showing signs of damage or disease or is insufficient 7.02 Fertilizers: o in size to cant' out the intent of the planting plan will not accepted and will be replaced at Contractors expense. A Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15- Agronomic soils report Available from Gro Power (909) 393-3744. a gallon) shag have been grown in containers for at least one (1) year, but not over two (2) years. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur DESCRIPTION OF REVISION DATE CITY and shag be registered as an agricultural miner, with the State Department of Agriculture in AP PR. g F. Substitutions - Substitutions for indicated plant material will be permitted provided the compliance with Article 2 - 'FotnT¢er Materials.' Section 1030 of the Agricultural Code. substitute materials are approved in advance by the City, and are made at no additional cost o CITY 0 RANCHO C U C A M 0 N G A to the City. Except for authorized variations, all substitute plant materials shall conform to 7.03 General: 0 o the requirements of these specifications. Maintenance shall start immediately after landscape irrigation and planting. �('j��(`! G. Plants Not Approved - Plants not approved are to be removed from site immediately and PLANTING 11 r�.J SPECIFICATIONS replaced with suitable plants. The City reserves the right to reject entire lots of plants Maintain all plants and planted areas on a continuous basis as they are installed during the progress UJ UJ represented by defected samples. of the work, and continue to maintain them until final acceptance of total project Replace any dead or dying plants as directed by the Landscape Architect and City representative. TRACT 16100 Ld Ld H. Stake all trees, as per details immediately after planting to prevent wind damage., z A Irrigation: Operate irrigation system on an established program to maintain all plants and EAST SIDE DAY CREEK STA. 71 +50 TO 75+00 I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. established and allow at least 7 calendar days prior to installation of said lawns or ground Damage to irrigation system resulting from maintenance and equipment and/or maintenance NORTH SIDE WOLFSON DRIVE cover to provide for thorough watering of trees. AN planting holes shall be excavated as personnel, shall be restored to its original condition at no cost to the City. Failure of any part BETWEEN B R 0 0 K STO N E PLACE AND DAY CREEK = defined on appropriate details. of the irrigation system shag be brought to the attention of the City. No repairs other than Ld emergency repairs shall be accomplished without written permission from the City. �� a_ 4.03 Sol Amendments APPROVED BY i� DATE: UNDERGROUND SERVICE ALERT T B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at �rIDSl;gp£ C11Y ENGINEER __-- ---------------- RCE: 24953 0 Sag amendments shag be as recommended in the Agronomic soils report intervals not to exceed 10 calendar days. o The Contractor may elect to remove such concentrations of weeds manually or by an ` �� T. 8U� �y DESIGN RECOMMENDED 3 CALL, TOLL FREE 4.04 Trees Stakes approved herbicide program. �' (�/emp- CJ CR 3ADSCAPE / Tree stakes shag be lodge pole pine tree stakes. See tree staking detail on plans for further " ' $ DRAWN SWE A x coivsrnxe�s SHEET 0 15 South 5th Street g� OQ OQ� information. '� * CADD 12 0 Redlands, Califomia 92373 L-8 OF 19 `rl 2725 P �� o 9I�r OF �`�1 CHECKED DRAWING N 0. 909) 798-749�0 yF�oxy�(y909) 307-8235 STB G tic. tandldrl mtto. 4s6 1991-L a TWO WORKING DAY$ BEFORE YOU DIA PROJECT SHEET NO. OF ELECTRICAL SPECIFICATIONS applicable codes and standards. The contractor shall stud the dimensions 1.2 SUBSTITUTIONS 3.2 SYSTEMS AND EQUIPMENT TESTING Boxes used in the utility site system, covers shall be marked Electrical, PP • y A. Request for substitution of light fixtures requires the prior approval SECTION 16010--GENERAL REQUIREMENTS q 9 q P PP Control systems for outdoor lighting, dimming systems for indoor lighting, Telephone, or CATV as appropriate. Concrete boxes shall be install on a of proposed manufacturers and verify that the equipment will physically master controls for lighting systems, and emergency power systems 6" crushed rock base. The contractor shall coordinate the finished fit in the spaces intended. This is to be accomplished prior to bid of of the engineer. The contractor shall furnish the engineer with (8) copies Part 1-GENERAL of the intended fixture catalog sheets and allow the engineer (15) days (whether integral In fixtures, by inverter/battery sets, and/or generators) elevation with the specific conditions of the installation. In general the the project. If there is a problem discovered relative to the dimensions review time. The engineer reserves the right to refuse the submittals. shall be thoroughly tested during installation, and these systems shall be contractor shall attempt to locate boxes such that they are as visually of proposed equipment, the contractor shall contact the engineer and 1.1 GENERAL REQUIREMENTS develop a solution prior to the bid. If this condition is not met for an B. Fixtures submitted for substitution shall re of the same general tested at the completion of construction in the presence of the owner, unobtrusive as possible. P P Y A. It Is the responsibility of the contractor to obtain and thoroughly review reason then the contractor shall be responsible to work within the quality as those specified. The engineer reserves the right to make this architect, and engineer. C. Boxes where exposed to weather shall be weatherproof and rain tight and P determination. An special characteristics of the specified fixture shall be construction drawings and specifications that pertain to this project where allowed limitations as indicated on the drawings b utilizing substitude Y P P shall be fabricated of minimum 14 gauge sheet steel and hot-dip galvanized g y g included in the proposed substitution such as special lenses, reflectors, requirements for electrical construction exist in other drawings and equipment in order to fit with the existing dimensions. P P P specifications the contractor shall include these in the bid. 3.3 GROUND TESTING after fabrication. Covers are to be properly Basketed and set withg ballast, etc. It is the responsibility of the contractor to assure the integrity of the stainless steel screws. Covers are to be stainless steel or brass. Visible B. In cases of remodel construction, the contractor shall make himself B. The contractor shall furnish and install all material, labor, and equipment grounding system throughout the project and it is mandator that the adequately aware of the existing conditions on the b site relative to C. In the case of for pole mounted fitures there may exist point g g y g p j Y covers are to be left with a clean factory finish. q y g j° necessary for a complete and operable electrical system. entire s tem be thoroughly tested. It is also mandator that the main any retro-fit switches, circuit breakers, etc., that are required. It is the requirement submittal of site photometry which shall depicta p C. The electrical drawings which constitute an integral part of this contract, g y y D. Boxes located outdoors In landscape or in traffic areas, shall be precasted b point light level summary on centers approved b the engineer, and intended 'n neral layout of the electrical service ground but be tested by a licensed electrician utilizing with concrete as manufactured by Brooks or Qutkset. The covers of these responsibility of the contractor to determine ghat specific equipment will Y P g Y PP Y g are schematic and they are me ded to indicate a ge Y methods and equipment that are acceptable b members of the trade. A be required for the installation and include all such equipment in the bid. indication of the minimum maintained average footcandle level for the electrical system. The actual field conditions of construction, including the P y boxes shall be appropriate to their specific location. Boxes used in the ro osed system. This submittal shall be made concurrent! with the work of the other trades Involved in the construction, will dictate the written record of this testing shall be made by the contractor indicating utility site system, covers shall be marked Electric, Telephone, or CATV C. The contractor shall be responsible is coordinate with the electric P P Y Y the time and date of the test, the name of the person conducting the as appropriate. Concrete boxes shall be installed on a 6" crushed rock utility to provide equipment that is satisfactory for their requirements. submittal of the manufacturers catalog sheets If required by the engineer, exact methods and materials to be used. The contractor is responsible test, the equipment and method used, and this record shall be kept by base. The contractor shall coordinate the finished elevation with the and r is the responsibility of the contractor to account for this to adequately review the plans and work of the other trades to assure the contractor and made available to the engineer upon request for a requirement relative to the timing. 9 P 4 specific conditions of the installation. In general the contractor shall that the work is properly coordinated with others. P g 1.2 QUALITY ASSURANCE SECTION 16000 -- ELECTRICAL SPECIFICATIONS period of (3) years following completion of the construction. attempt to locate boxes such that they are as visually unobtrusive as All service and distribution equipment shall be approved by a testing 1.3 QUALITY ASSURANCE possible. 1.2 CODES STANDARDS, AND PERMITS laboratory recognized by the code enforcing authority and bear the A. Lighting fixtures shall be manufactured by a recognized manufacturer 3.4 VOLTAGE ADJUSTING approval label of that laboratory with a permanently mounted and engraved and bear the approval label of a test lob recognized b the code A. The construction of the contractor shall be in accordance with all E. Boxes are located in wet areas shall be installed with conduits in boxes A. The contractor shall be responsible to coordinate testing of the main PP Y P Y 9 PP 9 Y applicable codes and standards of governing agencies. As a minimum such that they are protected from intrusion of water. Furthermore, if placard. Additionally, all service and distribution equipment steall have enforcingagency. Additionally, p service utilization voltage. In the case of 208Y/120 volt systems the there is a possibility that water can enter buildings or equipment b 9 Y• y, this label shoal conform to the specific construction shall comply with the current adopted edition of the National voltage shall test at 117 volts +/- 3 volts on each phase to neutral. P y gY permanently placed on it a permanently engraved placard nameplate location of tnStailation such as damp" or wet'. Electrical Code, State of California Title 24. State Building Standards, entering into conduits owing to grades and elevations, the contractor indicating the name of the manufacturer, the manufacturers serial number, B. Where fixtures are Installed on a surface of low density materials in the case of 480Y/277 volt systems the voltage shall test at 270 Y Occupational Safety and Health Administration (OSHA) requirements, State shall make the engineer aware of this field condition prior to completion the voltage, phase, and ampacity of the specific equipment. the shall be approved for such installation or be s volts +/- 7 volts on each phase to neutral. This testing shall be y PP paced a minimum of for California Title 17 and to all local codes having jurisdiction. In the " " of the installation so as to allow the engineer to take appropriate 1 inch from the surface. The contractor is responsible to field verify this conducted with a main service load of 25% by turning on lighting and P 1.3 SUBMITTALS P y case where codes have different level of requirements, the most stringent actions and protective measures. requirement. ' regulation shall apply. air conditioning equipment during the test. The actual voltages h each The contractor shall submit 8 copies of the manufacturers shop phase after adjusting and as determined in (3) separate tests shall be ( ) P P C. Where fixtures such as open strip fluorescence are installed in B. The contractor shall obtain and pay for all permits and inspections that recorded and reported to the engineer in written form. 2.7 OUTLET BOXES drawings for each main electrical service, distribution board, switchboard, architectural features such as coffers, valences, and the like, the are required for completion of the construction. Obtain certificates of A. Outlet boxes shall be installed with extensions and rings properly panel board, load center, transformer, motor control center, and any contractor shall install the fixtures such that the lamps are not visible B. In the case of 208Y/120 volt services where the main disconnect exceeds approval as required by authorities and submit to the architect for final coordinated for the surrounding finishes. The final installation shall render other service and distribution equipment. Prior to any fabrication, from view. If this condition cannot be met based on field conditions, 2000 amps or 480Y/277 volt services where the main disconnect exceeds acceptance of the electrical work. 1000 amps the voltage testing shall be conducted with a recording all outlet boxes flush and even with the finished surface. In all cases manufacturing, or ordering of equipment, the contractor shall have copies the contractor shall notify the engineer allowing sufficient time for C. The contractor is responsible to secure all inspections required by the these boxes shall have a finished appearance acceptable to the owner, approved b the engineer in his possession. governing agency and will be held responsible for an work that is not voltmeter indicating a 24 hour record of the actual voltages on all phases PP Y 9• P corrective action before the completion of the installation. g g g y p y architect, and engineer. D. All fixtures shown on the drawings are to be furnished with all during the first 24 hour period that the facility is to operation. The " 9 accepted. contractor shall coordinate the time and date of this requirement with the B. The minimum size for outlet boxes is 4 square by 1.5" deep. 1.4 SCHEDULE AND DELIVERY necessary mounting devices and accessories. In all cases the contractor owner, architect, or engineer. and submit the results of the testing to the C. Where outlet boxes contain wiring of different voltages, the contractor The contractor is responsible to obtain approvals and secure delivery is responsible to install fixtures with proper and appropriate structural 1.3 WORKMANSHIP shall provide approved barriers within the boxes. Where switches are of all contractual related works (i.e. drawings, equipment, etc... in engineer, This testing shall verify utilization voltages as indicated in support. The contractor shall be responsible to use experienced personnel who are „ " shown adjacent to one another on the drawings, these switches are to conformance with the construction schedule. E. Lamps shall be provided for all fixtures. Where specific lamps are Section A. above. P P P fully competent and familiar with proper Installation techniques and with be installed in multiple ganged boxes and the finish rings are to be indicated in the drawings C. In the case of sub distribution transformers the contractor shall be these lamps shall be provided. Where general the manufacturers' recommendations relative to the products that are responsible to assure proper secondary voltage with the some testing coordinated with standard available cover plates. An exception is where PART 2-PRODUCTS specification of lamps are given they shall be General Electric or a" used. As a minimum, a standard apply to these personnel shall be manufacturer approved dimmers are shown that will be provide with their own cover plates techniques described in Section A." above. pp by the engineer prior to purchase. equivalent to that of a licensed electrician. The contractor shall be fully and/or heat sinks. In this event these will be Located in separate outlet 2.1 MAIN SERVICE EQUIPMENT F. The contractor shall exercise care when handling and installing responsible for the work methods and safety of these personnel. In the boxes of appropriate size such that the finished centerline of adjacent Unless indicated otherwise on the drawings, the main service equipment fixtures to protect finishes and lenses and other visible components. The 3.5 GFI AND GFCi EQUIPMENT TESTING P P acceptance or rejection of the finished installation, no allowance will be A. All GFI circuit breakers and GFI convenience outlets shall be thoroughly cover plates are symmetrical about a horizontal common axis. shall be a freestanding, deadfront, deadrear, sheetmetal assembly with owner, architect, and engineer reserve the right to reject any damaged made for the lack of skill on behalf of )the personnel. tested during installation and at the completion of the project. D. In the event that outlet boxes are to be used to support fixtures the factory applied paint finish. The contractor is responsible to verify size or flawed materials and products. B. If the main electrical service includes GFCi protection, then the contractor contractor is responsible to install boxes with adequate structural of pull section, and other utility requirements, with the serving utility 1.4 CONSTRUCTION REVIEW shall test this equipment in the presence of the inspector at the integrity to allow for the support of the fixture. If the contractor and provide the required equipment. The equipment will utilize fuses or PART 2-PRODUCTS The engineer reserves the right to visit the job site for the purpose of requires any assistance, he shall notify the engineer of the situation circuit breakers as shown on the drawings unless the contractor obtains determiningthat the work of the contractor is in general compliance with completion of the project. n shall es the responsibility of the contractor and allows ado uate time for the engineer to resolve the structural g p to notify the Inspector when this test will be performed and allow the q 9 the written permission of the engineer to utilize alternative configurations. 2.1 HIGH INTENSITY DISCHARGE FIXTURES the intent of the construction documents. However, the engineer assumes problem prior to the completion of the installation. If there is no short circuit rating indicated on the drawings, the Ballast for the fixtures shall be: no responsibility or liability relative to inspections or approvals of the inspector at least (3) working days to make arrangements to be present. p y y p pp contractor shall coordinate the required rating with the serving utility. Mercury Vapor -- Constant wattage autotransformer (CWA) work completed or in progress during such visits. 2.8 CONDUCTORS If the utility indicates, in writing, a short circuit rating less than that Metal Halide -- CWA SECTION 16100--BASIC MATERIALS AND METHODS A. The contractor shall be responsible to install oil conductors used on the shown on the drawings then the contractor may provide for the lesser High Pressure Sodium -- high power factor or CWA 1.5 SCHEDULE OF WORK project in compliance with Article 310 of the NEC. In the event that requirement but he is responsible to submit to the engineer a copy of Low Pressure Sodium -- high power factor A. The contractor shall be responsible for the scheduling of his work to the contractor receives approval from the inspector to utilize insulation the written verification provided by the utility. The main, and oil subfeed For outdoor applications, the minimum starting temperature rating PART 1-GENERAL PP 9 P 9 meet the required completion date and shall also coordinate with other types other than those shown on the drawings he shall pay particular breakers and switches are to be identified with a permanently affixed shall be at least -20 degrees F. The ballast shall be manufactured by contractors so that the overall project can be accomplished on schedule. attention to ensure that these conductors are properly sized. engraved phenolic nameplate and all switches and breakers are to be a recognized manufacturer and bear the label of an approved test lob 1.1 QUALITY ASSURANCE "off". g PP service entranceconductors, to subfe switchboards,B. When product submittals are required as defined in subsequent sections The contractor is responsible to assure that all material and equipment B. Conductors used as se ed s lockable off Any equipment shown outdoors shall be rated for wet appropriate to the location of the fixture. Ballast will be considered of this specification, the contractor shall allow (15) calendar days for P panels, transformers, and other equipment, where the wire sizes are #6 location. Where fuses are shown in the main service, the contractor shall fault if the noise emitted exceeds that of other fixtures of the same delivered to the Job site are new and in proper usable condition. All y the engineer to review the submittals of the specified products. If the and larger shall be installed with the wire size, insulation class, and provide one set of spare fuses in each size to the owner at the type installed on the job and will be replaced at the directive of the contractor is seekinga substitution of an products, he shall allow an materials and products used are to be inspected and may be rejected if voltage rating indications on the insulation visible without touching the conclusion of the work. P y P found to be defective or flawed. It shall be the responsibility of the g g g engineer. The engineer reserves the right to refect lamps that show additional (15) calendar days for review time. The contractor is contractor to assure that this element of the specifications is conductors from the front of the connections. noticeable color shifts. responsible to arrange these lead times such that they do not delay the satisfactorily completed. The owner, architects, and engineers reserve the C. Where conductors of multiple phases are pulled through the some 2.2 PANEL BOARDS AND LOAD CENTERS completion of the project. right to reject any materials or equipment that deem to be flowed or conduit to feed more than one equipment they shall be color coded. A. When the drawings indicate the use of panel boards then they shall be 2.2 FLUORESCENT LIGHT FIXTURES defective (n the finished project. C. Immediately upon the award of contract the contractor shall coordinate these colors shall be permanent and consistent for the entire run. The included. Otherwise load centers may be used. All panels used on a Fluorescent fixtures shall contain "P" rated ballast with "A" sound with the suppliers of intended materials and products to be used in choice of colors is the option of the contractor except that grounds particular job shall be of the some manufacturer. If there is no indication rating unless specified otherwise, they shall be manufactured by a construction to verify that delivery of these materials and products will shall be green and neutrals shall be white. as to the number of spaces that is to be provided on the panel then it recognized manufacturer and bear the label of an approved test lab 1.2 PRODUCT AND EQUIPMENT VERIFICATION g PP not Impact the completion dote of construction. A. The contractor shall be responsible to check all products and equipment D. The contractor may gather runs of conductors based on field decisions, shall be a full size 42 spaces panel. Circuit breakers shall be full size appropriate to the location of the fixture, and be certified by Certified . but shall comply with the applicable code requirements. breakers, tandem type breakers are not to be used. All panels shall bear that is specified in the drawings when it is received at the job site to YP P Ballast Manufacturers Association (CSM). The ballast shall be considered 1.6 SUBSTITUTIONS E. Conductors 12 AWG and smaller shall be solid. Conductors 8AWG and assure that It is in fact compatible with the electrical plans based upon # # the label of a code enforcing authority approved test laboratory, and shall faulty if the sound emitted exceeds that of other fixtures of the some Products are specified in the drawings by manufacturer and part number larger shall be stranded. The minimum wire size to be used is #12 AWG. have affixed by the manufacturer a permanently engraved and attached type on the job and will be replaced at the directive of the engineer. the enclosed manufacturers instructions including any instructions or yl, j P 9 shall be used in the construction unless the contractor receives prior information laced on the products and equipment. the minimum Insulation rating shall be 600 volts. nameplate indicating the panel rating. Additionally, there shall be affixed unless specified otherwise the lens shall be acrylic plastic. For fixtures written approval for substitution. In the event that the contractor wishes P F. In no event may aluminum conductors of ##6 AWG and smaller be used. to the anel a phenolic engraved nameplate B. In the case of service and distribution equipment the contractor shall P P g p ate indicating the panel name located in wet or damp locations the ballast shall be low temperature to seek approval for substitutions he shall submit the manufacturers' verifythat the nameplates agree with the approved shop drawings relative Where the drawings indicate the use, of copper conductors, then only and voltage/phase (i.e., "l,1-208Y/120V-3 PH"). A typewritten circuit with a rating of 0 degrees F or lower. Power factors shall be at least. shop drawings or cut sheet to the engineer allowing at least (15) days to voltage, phase, bus ampacity, short circuit and/or AIC rating, and copper conductors may be used. In cases where the contractor utilizes schedule shall be prepared and mounted in a plastic cover in the panel. 9 unless specified otherwise. review time. The engineer reserves the right to approve or deny the enclosure type. aluminum conductors, the contractor shall be responsible to install these B. Circuit breakers shall be molded case, quick make, quick break, with trip substitution request. C. In the case of sub distribution transformers the contractor shall verify conductors such that he guarantees the some quality of the system as indicator, and interrupting rating shall equal the rating of the load 2.3 INCANDESCENT LiGHT FIXTURES if he had installed copper conductors. All conductors used in fixture center or panel. that the nameplates agree with the specified voltage to voltage rating, Incandescent recessed light fixtures shall be provided with internal 1.7 SUBMITTALS troughs, stems,ond ballast compartments shall be insulation type thermal protection to protect Impedance, heat rise, enclosure type, and sound rating. p p tett from contact with insulation and from Immediately after award of contract and before ordering any products or THHN/THWN. 2.3 OTHER EQUIPMENT overlain materials, the contractor shall submit the required submittals of products D. In the case of lighting fixtures, the contractor shall verify the fixture is ping. The contractor shoal verify that the fixtures are so equipped q P rated for the specified lamp, the specified input voltage, the specified G. Type SE, style SER cable is constructed with XHHW conductors primarily used Other equipment which includes transformers, disconnect switches, motor upon receipt and shall verify that the maximum lamp wattage as for the review of the engineer as indicated in subsequent sections of this as panel feeder in multiple unit dwellings. SER may be used in wet locations control centers, transfer switches, inverters, generator sets, dimming indicated within the housing agrees with the wattage indicated to the specification. The review by the engineer of these submittals is for E. In the case of motors the contractor shall verify the proper input voltage volts. P• y g g panels, custom control cabinets, and motor starters, shall bear the label drawings. Any deviations shall be brought to the attention of the engineer. checking the conformance with the design concept of the project. and phase, FLA, recommended fuse size, and installation application, of a recognized test lab, and have nameplates as indicated in B. above. H. NMC (Nonmetallic Sheathed Cable) is primarily used in residential wiring as 2.4 LIGHT PALE ASSEMBLIES 1.8 AS-BUILT DRAWINGS based upon the attached nameplate. branch circuits in one and two family dwellings, multifamily dwelling and other structures, except as prohibited in NEC Section 336-4 PART 3-EXECUTI0N In general, the finish on light pole assemblies shall match that of the During the progress of the work the contractor shall maintain an accurate PART 2-PRODUCTS fixture. The engineer reserves the right to reject unmatched material. record of the installation of the system on "as-built" drawings which will 2.9 CONNECTORS 3.1 EQUIPMENT INSTALLATION Poles shall be handled carefully at the job site and any scratches shall be submitted at the completion of the construction. All entries of these 2.1 CONDUIT GENERAL A. Copper conductors for wire sizes ##10 AWG and smaller shall be spliced In all cases the contractor shall install service and distribution be repaired. Any damaged poles are to be replaced if rejected. Aluminum drawings are to be accurate and shall include all deviations from the A. All conductors and wiring are to be installed in conduit unless the utilizing spring-lock connectors, in particular. Scotchlock" by 3M or equipment in such a manner that the equipment is reasonably protected base covers ore to be installed on all poles such that there are no contract drawings. The final submittal shall be in reproducible format. drawings clearly state that conduit is not required and that the use Wing Nuts by Ideal. The contractor is responsible to assure that all from adverse conditions and damage. Main service equipment that is I exposed anchor bolts and nuts. All poles are to have factory fabricated 1.9 CLEANING of an approved cable Is permitted. Conduits are to be concealed in all splices are completed in a secure and permanent fashion, maintaining shown outdoor shall be installed on a concrete pad at least four inches hand holes and contain brazed-on ground lugs. All exposed parts of electrical equipment shall be completely and finished areas. The conduits shall be continuous terminating only in the integrity of the connection without faults or shorts. In cases where thick, and at a finished elevation above the water level (which shall be thoroughly cleaned and free from cement, plaster, paint, etc. All junction boxes, panels, approved wireways, etc. Where metallic conduits the conductors may be affected by adverse conditions the contractor at or above the elevation of man doors into the structure). When the PART 3-EXECUTION scratches are to be refinished in an acceptable manner. establish grounds, they shall be installed such that continuity shall be shall take special precaution to protect the conductors such as by main service equipment is not located on or adjacent to a structure, the P maintained. wrapping connectors with an appropriate tape. finished elevation of the pad shall be field verified to be above anticipated 3.1 LIGHTING POLE BASES B. Where nonmetallic conduit is used in construction, the contractor shall B. Copper conductors for wire sizes ##8 AWG and larger shall be made with water levels and the pod shall be set four inches above the finished A. The pone base details shown on the drawings are for use in average soil 1.10 WARRANTY AND GUARANTEE include a ground conductor in the run whether or not shown on the approved split bolt connectors. These types of uninsulated connections adjacent surface. All main service equipment shall be bolted to the pad conditions. Concrete used in the bases shall be Portland Cement and The contractor shall guarantee the entire electrical works are working drawings and the conduit shall be sized accordingly. shall be thoroughly protected with applied insulation such as 3M ##2200 or floor on which it is located• have a 28 day compressive strength of 3,000 PSI. Structural steel properly without defect within one year from the date of acceptance or ##2210 vinyl mastic insulating pads. reinforcing bars shall have a minimum tensile strength of 60 KPSI. The of the work. An defect related to the contractor's work during the 2.2 RIGID NONMETALLIC CONDUIT RNMC C. Aluminum conductors when used shall employ as few splices as possible. 3.2 GROUNDING Any g ( ) contractor shall review the specifications in the architectural section to warrantee period shall be at the contractor's expense. RNMC may only be used underground or In or below concrete stabs when This means that the contractor shall be responsible to show suitable A. The main service ground bus shall be grounded In compliance with the determine if there are any special requirements for finishing concrete used for conductors of 110 volts or higher. Conduit shall be polyvinyl reason for any splices within a run. The location of these splices as requirements of the code enforcing authority and by the following methods: bases that extend more than 6 inches above grade. In the absence of 1.11 UTILITY COMPANY SERVICES chloride schedule 40, electrical conduit, rated 90 degrees C. Only installed by the contractor shall be indicated in the as-built" drawings. 1. Metallic cold water pipe -- 250-50(o) other specifications these bases shall be set plumb, patch any voids nt ll coordinate with the utility company to approved electrical fittings may be used. Where run in concrete maintain Aluminum conductors shall be terminated or spliced with swage type 2. 20 feet of ##4 bare copper wire - 250-50(c) with a smooth finish, grind any projections to a smooth finish, final A. As required, the contractor she Y P Y a minimum of 4" of cover on ail sides, and convert to rigid galvanized aluminum compression terminals, and shall be accomplished in strict 3. If metal frame building to the structural frame -- 250-50(b) finish smooth and uniform. install temporary power during construction. All costs associated with steel stubout of concrete. Any conduit and fittings Installed for the use adherence with the instructions of the manufacturer of the material. installation of temporary power are to be included in the bid. B. The resistance measured from the main service neutral bus to the B. Where light pole assemblies include components set perpendicular to II shown of a utility company shall meet the requirements of the utility company connections shall be protected as indicated in B above. ground shall not exceed 25 ohms as measured with dry ground conditions. the pole, these members are to be set plumb with respect to right B. All voltage, phases, and ampacity of the electrical service she be s o for such installations except that in the case of conduit for high voltage D. Connections made in outdoor locations shall be insulated with 3M 2200 on the drawings. Other information indicated on drawings relative to P g g # C. The secondary side of transformers shall be grounded per section 250-30. angles. Light fixture poles shall be set within 1 degree of plumb. utility company requirements is preliminary, and is subjected to change feeders (600 volts or above) the contractor shall take special precaution or ##2210 vinyl mastic insulating pads to protect from moisture. D. Non metallic conduits shall contain a ground conductor per 250-122. to provide safety to persons excavating around and about the installation. E. Flexible metal conduits shall contain a ground conductor equal in size 3.2 FIXTURE SUPPORT by the utility company. The contractor is fully responsible for the use of it Is the responsibility of the contractor to provide for this protection but PART 3-EXECUTION any information that is not in the form of a final construction drawing P y P P to the largest conductor Fixtures that are supported from T-Bar grids are to have supplementary issued by the utility company for final use on the project. Prior to the it is recommended that one or more of the following methods be utilized: support consisting 2 #10 AWG steel wires connected to the fixture bid of the project, the contractor shall coordinate with the utility the conduit; concrete or concrete slurry three or more inches deep on Where specifications appear in the architectural portion of the concrete encasement of at least two inches of concrete on all sides of 3.1 TRENCHING / EXCAVATION SECTION 16600--LIGHTING FIXTURES securely at diagonall corners and fastened securely to the structural company and determine exact materials and equipment required by the top of conduit; three or more inches of sand on top of conduit and specifications that pertain to trenching and backfilling, the contractor is PART 1-GENERAL system of the building. utility company order to complete their installation final services. redwood planks run continuously on sand; a warning tape manufactured responsible to review these specifications and comply. In the absence of this cost shall be included in the bid. If this information is not available for direct burial placed six inches above the conduits. other specifications, the contractor shall: 1.1 EQUIPMENT to the contractor prior to the bid, costs can be estimated and shall be 1. Comply with the NEC relative to the minimum depths of Lighting fixtures as indicated in the drawings shall be furnished by the specified as "estimated" in the bid. Under no circumstances will the 2.3 RIGiD METAL CONDUIT (RMC) I conduits, and shall comply with any utility company requirements contractor, except as indicated in the "SUBSTITUTIONS" section that contractor be relieved from his obligation to provide for the utility hot di Steel RMC shall be mild steel., Inside and outside, relative to these depths.dipped galvanized P follows. The contractor is responsible to coordinate with the manufacturers company requirements whether or not they shown on the drawings. Furthermore, the contractor shall not be eligible for an additional and ail couplings and connectors shall be tapered pipe thread. running 2. Maintain a minimum of 12 inches separation between: 0-600 volt of specified fixtures and assure that submittals for approvals and g y threads and split couplings are not permitted. feeders; and over 600 volt feeders; and low voltage (telephone, alarm, subsequent orders and delivery dates will not conflict with the job charges to the owner relative to utility company requirements. B. When used underground the conduit and fittings and couplings shall be communications, CATV, other Class 2 conductors, etc.); and non g g ) schedule. The contractor shall apply the following procedure to the PART 2-PRODUCTS moisture protected. Topecoat CT' protective spiral wrap with electrical installations (water, gas, drains, sewers, etc.). This ordering of light fixtures: recommended primer treatment. condition shall apply to joint trench situations and to conditions where 1. If the contractor is planning to request substitution of light fixtures trenches cross. he shall discuss this in detail with the engineer before the bid. At that Zns. 2.1 PRODUCT AND MATERIALS 2.4 ELECTRICAL METALLIC TUBING (EMT) 3. Each layer of backfill shall, be compacted to a minimum density time the engineer will inform the contractor if there are any restriction A. All products and materials used in the project shall be new and delivered EMT shall be mild steel, electrical) welded and galvanized per ANSI of 90% and the to 6" shall be compacted to 95% maximum densit OF the job site in the original packaging. y g P P P Y• to substitution of particular fixtures. However, no approval of substitution DESCRIPTION Or REVISION DATE CITY B. All materials used and furnished for which UL Standards have been #C80.3. In damp locations fittings shall be gland compression type It is the responsibility of the contractor to provide verification that this will be made until all conditions of the "SUBSTITUTION" section that APPROVED' established shall be listed and bear the label of Underwriters malleable iron. In dry locations fittings shall be all steel, zinc plated, this condition is accomplished. follows are met. screw set type. 4. Upon completion of backfill and compacting the contractor shall 2. The contractor shall maintain complete and accurate documentation of laboratories, Inc. leave the site in the some condition that it was at the communications with the suppliers. C. Prior to ordering any lighting fixtures, service and distribution equipment, 2.5 FLEXIBLE METAL CONDUIT (FMC) commencement of the work. This requirement includes replacement of 3. The contractor shall request fixture submittals for the approval of the transformers, wiring devices, dimming cabinets and systems, and/or FMC shall be steel or aluminum with UL listing. Fittings shall be steel or any damaged landscape materials, asphalt, concrete, other pavements engineer within (5) days of notification of the award of contract and CITY OF RCUCAMONGA emergency power equipment, the contractor shall submit manufacturers' malleable iron threaded. and finish materials, fences, lawns, trees, etc. Additionally, the shall verify that the submittals have been received by the engineer, catalogs and/or shop drawings to the engineer for approval. this contractor shall be responsible for any damage to other installations and allow for (15) days review time. requirement is required to check whether or not the contractor truly 2.6 PULL AND JUNCTION BOXES such as sprinkler lines, and the like. If the contractor feels that 4. The confirmed order for the purchase of the fixtures shall be placed specify proper drawings, equipments, part numbers, and manufacturers, A. Boxes are to be installed in all conduit runs in sufficient number to meet damage to other installations is unavoidable then it is his responsibility within an adequate time period to allow for the timely delivery of the etc... . Eight (8) copies are required to be submitted for review. The the requirements of codes, special requirements of utility companies, to bring this to the attention of the engineer prior to any specific fixtures. If there is to be a delay in the delivery the contractor shall ELECTRICAL P contractor will be notified when the review is completed and at such requirements of providers of special equipment and s systems. and to allow work to allow the engineer to designate corrective procedures. time, the contractor may order material and products. q P Pys g g P make every reasonable attempt to inform the engineer of the delay for efficient and convenient installation of conductors. It is the at the soonest possible time. As a minimum, the contractor is to PART 3-TESTING AND ADJUSTING OF ELECTRICAL SYSTEM responsibility of the contractor to locate these boxes and size them 5. Upon completion of the trenching and backfill the contractor is secure a confirm delivery date from the manufacturer at the time of DAYC REE K B0 U LEVAR D according to code requirements. Boxes shown on the drawings are to be responsible to remove any excess dirt, rock. and other debris from ordering and follow up on this delivery date periodically until the order 3.1 INSULATION RESISTANCE TESTING installed as shown but do not necessarily indicated ail boxes necessary the job site. I is received by the contractor. /� It is the responsibility of the contractor to assure the integrity of the for any installation. Boxes Installed to outdoor or wet locations shall be 5. In the event that there is to be a delay in delivery the contractor is TRA '{ (�CT 1 V 1 00 insulation in all wiring. It is recommended that ail wiring be tested as it of the type approved for the purpose. SECTION 16400--SERVICE AND DISTRIBUTION EQUIPMENT to make available to the engineer all of the written records pertaining is installed, however, this is a mandatory requirement for all wiring at B. Boxes installed indoors shall be coded with gauge steel, galvanized on to the order. 277 volts, 480 volts, and of higher voltages. This testing is to be all surfaces. with removable covers and secured with machine screws. PART 1- GENERAL conducted by a licensed electrician utilizing methods and equipment that they shall be adequately supported by mechanical connection to the // are acceptable by members of the trade. structure of the building. They shall be located such that they are readily 1.1 EQUIPMENT APPROVED BY DATE: `� r0Y' accessible for maintenance purposes. All junction boxes in branch circuits A. The service and distribution equipment shown on the drawings do not CITY ENGINEER hrw RCE NO 24953 shall be marked on the cover with the circuit identifications. indicate the names of specific manufacturers. This equipment shall be I I manufactured by recognized manufacturers and shall comply with all FE 11 DESIGN LIGHTING DESIGNERS RECOMMENDED QRt. �� L' L/ Q.D. ELECTRICAL ENGINEERS tIEt"15 DRAWN E DIB 3051 EDINGER AVE .TUSTIN, CA 92780-7204 SHEET . 9-30-06 '° - LDB INC. TEL, (949) 733-8038 L-9 OF. 1 2 r, •r r i; , -t' .� i ^, Gr _ry.. r' star k ,.t' t'r, i �.. '} Th without i i l'E YG+^� �`rq F�E't?TRICP� �' CHECKED INCORPORATED FAX: (949) 733-805$ DRAWING NO. LDB, Inc. w,arrorits that theT,ie dr,iwings hove been prepared pUrSLK1?1t. tO 0"DrOpt".0tir eiig�nee, �'q, pre-et�ures and stand.i.ds; and this vtarronty ii, ail !:eu of i,V ,,,.th4i,� warranties. e-,< r_._s o, ir!i�.,iel. ," �f .i,Wor' nal wi h ut lin"i.ta.i n, t 4,.s �I a i„g_ are �O� c intended ,c r f a_ -ni K'. r.. -g aA,s: ry's `",= risk 'l lnd ,^r ,..�i" , rd errors cr} mission C!. j sl outd exercise Suct) ca,.,Uo� i in this r��ijj rd oS thL de rr- :�pP,o ,ri1J,ie: CAI' draw'ing, ore not inte.7d d o k,.. free ,rcirl oil errcar� Gi oi.. s.. ,n;y ar}, u i assume, ri_t<. � �u_ " s d d o �_ Y A.E.A. $ � 004 LDB NO: 24044 1 991 L i . PROJECT SHEET OF I ' I SITE DRAWING NOTES Ito vAc � N . •. •• •: '. •, • •• GENERAL LIGHTING & MISC, WIRING CU COPPEk E EMERGENCY POWER SITE LIGHTING WIRING SHALL BE u 8 TH N/TNWN-CU. UNLESS OTHERWISE NOTED. MINIMUM 3/4" PVC SCHEDULE 40 P� O ® n O EQUIPMENT IDENTIFIER 0 CE{LING (A- SWITCH CfRCUIT) WIRING CONCEALED N UNDERGROUND CONDUIT INCLUDED A GREEN GROUND VdIRE. SIZE PER NEC TABLE 250-95. �l TOLE LIGHTING FIXTURE IDEN- 4 WALL ® DOWNLlGHTCEILING OR WALL EMT ELEC. METALLIC TUBING ® TEIER (X= FIXTURE TYPE —.__ WIRING CONCEALED N EA VOLTAGE DROP SEE TMS Si BEET EE-3 FOR 'CONTROL WIRING SCHEMATIC - OUTDOOR LIGHTING' 2 Y• C�UANTITY q�l GROUP) ® EXIT CHANDELIERS FLR• OR UNDERGROUNDTB TELEPHONEBACKBOARD • SIDEWALK eDETAIL REFERENCET TEF AT AT ELECTRICAL SERVICE PEDESTAL FOR FUTURE USE. M T AT P T (X= DETAIL tt, Y- SHEET tt) FLOURESCENT DOWNLIGHT -- _ - EXPOSED WIRING WP WEATHERPROOF INSTALL (2) 2' C.O. S UB OUT OF CONCRE OUND ION OUTDOOR LIGHTS DRAWING NOTE ! OUTSfDE WALL LIGHT PI-2,4 CfRCUT IDENTIFICATION AL ALUMINUM SEE TMS SHEET. OFF m 12=OOAM BA E � DRAWING REVISION (PANEL PI,CKTS 2 >~ 4) CO CONDUIT ONLY 1 10 u*o->5BATHROOM WALL LG44T 3#2THW- WIRE E CONDUIT LV LOW VOLTAGE ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTNG OF WIRING, OUTLET, AND © ROOM tt IDENTIFIER CU-1.25" (3 CONDUCTORS COPPER AN ALL NIGHT EQUIPMENT TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION. 3 EO EARLY OFF FLOURESCENT LIGHT tt2-AWG,TNW INSULATION RECEPTACLES � +—: FLOURESCENT LIGHT t-I/4" CONDUIT) 5 MINIMUM OF 1' CONDUIT FROM ELECTRICAL SERVICE PEDESTAL TO FIRST LIGHTING FIXTURE OR PULL BOX. ( I POLE SINGLE RECEPTACLE (+15') SMOKE DETECTOR -'56,— OUANTITY OF CONDUC- TORS N CONDUIT, PANVELBOARD(OR BREAKDOWN I I DUPLEX RECEPTACLE (+15') Q THERMOSTAT (+48') (BOND WIRE EXCLUDED) ALUM BASE COVER COMBINATION OF CN?CUIT BREAKERS SHOWN) PROVIDE THE OWNER WITH ONE tl> SET OF COMPLETE ELECTRICAL 'AS BUILT' AT THE COMPLETION OF THE JOB. (4) ANCHOR BOLTS (3)tt3 TIES FOR TOP RECEPTACLE, 208 OR 240V• � FAN 0 FAN/LIGf-IT —� STUB-OUT CONTROLLER(OR BREAKDOWN 6' AG 2 5' OF POST BASE DUPLEX RECEPTACLE Qv TELEVISION ANTENNA OUTLET —� STUB-UP OR DOWN OF COIL CONTACTS SHOWN) n7 ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHA RECQUREMENTS. T TIME SWITCH \\✓✓ O PHOTO CELL 120V. NTERMATIC ttK4321 MOUNT INSIDE OF FINISHED GR ;• .. FINISHED GRADE (� SPLIT WIRED CELS FAN —E PRIMARY FEEDER Y O MOTOR ELECTRICAL SERVICE PEDESTAL IIII Illl lUl illll I III IUlilll YI RECEPTACLE (T= TELEPHONE) ®8 COMPLETE JOS SHALL BE GUARANTEED FOR A PERIOD OF ONE WYEAR AFTER THE DATE OF ACCEPTANCE BY TOGGLE SWITCH SPST 12OV. 15AMPS. ♦ TELEPHONE OUTLET y� UTfI ITY METER O 24' MIN. � QUAD (4) RECEPTACLE —' — BOUNDARY LINE Cf (WN=WATTNOUR,KVAR, ETC) OWNER, ANY WORK. MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED CONDUIT AS LIGHTING CONTACTORS 20AMPS• RATED NO. 120VAC. COIL l ® FLOOR RECEPTACLE DISTRIBUTION ABBREVIATIONS SQUARIr-D u8903-LG40 INDICATOR OR PILOT LAMP AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. O 1 REQUIRED A CEILING RECEPTACLE Q JUNCTION OR PUL _L BOX AFCf-CB ARC-FAULT CIRCUIT NORMALLY PEN HBUTTON SWITCH PROVIDE THE OWNER WITH ONE N SET OF COMPLETE ELECTRICAL 'AS BUILT' AT JOB COMPLETION. TIME SWITCH 120VAC. MOTOR DPST NTERMATIC UET1040 tt3 TIES XO a 12" O.0 INTERUPT- CIRCUIT N SERVICE PEDESTAL. « REFER TO ST12UCTLR 3"O-EA2 SWITCHES Q TRANSFORMER BREAKER PUSHBUTTON SWITCH ®p ALL ELECTRICAL EQUIPMENT$, BREAKERS, AND TIME SWITCHES DIRECTORY SHALL BE PROPERLY LABELED ON CALCULATIONS 4 tt5 VERTICALS NORMALLY CLOSED ELECTRICAL SERVICE PEDESTAL DOOR. SINGLE POLE SWITCH I m EACH CORNER DISCONNECT SWITCH FBO FURNISHED BY OTHERS(+46", A= SWITCH LEG tt> Q' ERS � CONTACTS NORMAL.CLOSED CONTROL WIRING SCHEMATIC DOUBLE POLE SWITCH (DPST) (A• AM' RATING AND POLE) FMC FLEX. METAL CONDUIT II CONTACTS NORMALLY OPEN ELECTRICAL SERVICE & PL IMC NTERMEDIATE METAL ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING OF WIRINGAND NTS, OUTLETS, THREE-WAY SWITCH (SPDT) JIMSERVICE CENTER CONDUIT COIL (RELAY) EQUIPMENTS TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION. OUTDOOR LIGHTING FOUR-WAY SWITCH (DPDT) LFC LIQUIDTIGHT FLEXIBLE CIRCUIT BREAKER OTHE ,�_ PANEL OR LOADCENTER CONDUIT WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FLQNS14NG OF ALL LABOR, MATERIALS, � MOTOR SWITCH °\, DISCONNECT OR TOGGLE TRANSPORTATION, TOOLS, FEES, AND PERMITS REQUIRED FOR INSTALLATION OF A COMPLETE AND OPERATING ALARMS NEC NATIONAL ELEC. CODE SWITCH (3P= 3POLES) ELECTRICAL SYSTEMS. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT NTENDED TO SHOW EVERY DETAIL. DIMMER SWITCH FUSE SPRING WOUND TIME SW CO MANUAL PULL STATION NL NIGHTLIGI•-IT (UNSWITCM-�D) �u 13 ALL WORK SHALL COMPLY WITH THE APPLICABLE RULES OF THE 1999 NATIONAL ELECTRICAL CODE, NATIONAL PULE BASE FIXTURE O $ ® BELL (Ci-SME) TRANSFORMER RMC RIGID METAL CONDUIT rYYY� FIRE CODES, STATE CALIFORNIA TITLE 24 AND LOCAL ELECTRICAL CODES AS ADOPTED BY THE GOVERNING NTS KEY OPERATED SWITCH F HEAT DETECTOR RNMC 920D NONMETALLIC =I�-- UFER GROUND MUNICIPALITY. 20.25 16.50 PILOT LIGHTED SWITCH FLOW SWITCH CONDUIT 14 a CONDUCTORS SHALL BE INN STALLED CODE APPROVED RACEWAYS. IMC AND RMC MAY BE USED INDOORS HINGED • STRUCTURAL CALCULATIONS PREPARED BY LANGSTON 0 PUSHBUTTON SWITCH NMC NONMETALLIC CABLE ° ° HAND-OFF-AUTO SWITCH ' ---. --,_, TDP AND ASSOCIATES ON FILE AT THE CITY. © SENSOR SWITCH ° AND OUTDOORS. EMT MAY BE USED N INDOOR DRY LOCATIONS. TAPE WRAPPED IMC OR SCHEDULE 40 $0 OCCUPANCY SWITCH PVC (WITH CODE SIZED GROUND WIRE SHALL BE USED BELOW GRADE OR N CONCRETE SLAB. TRANSITION FROM BELOW GRADE PVC SHALL BE TAPE WRAPPED IMC OR RMC. FLEXIBLE STEEL CONDUIT MAY BE USE i METER N ACCORDANCE WITH UL-1, USED ONLY FOR LG14TNG FIXTURE CONNECTION, SHORT MOTOR CONNECTION � UTILITY AND CAP STUB-UP SUCH THAT TE TO MAINTAIN A COMFORTABLE NATURAL FEEL FOR RESIDENTIAL ENVIRONMENT, LAMP SUPPLIER MUST PROVIDE CORRECT LAMP COLOR OR FOR THE EQUIPMENT REQUIRING VIBRATION ISOLATION. LENGTH IS LIMITED TO 72" MAXIMUM A GROUND •>< TEMPERATURE PER SPECIFICATIONS. NO FIELD CHANGES SHALL SE MADE WITHOUT CORRECTION($) SUBfMTTED TO AND APPROVED BY THE SECTION TEST TOP OF CAP IS FLUSH BUILDING OFFICIAL. ORDER LIGHTING FIXTURES 5 WEEKS N ADVANCE BEFORE NSTALLATION. LDS, NO. WILL NOT BE RESPONSIBLE AND APPROVE WIRE IS (REQUIRED N ALL FLEXIBLE CONDUIT. CONCEAL ALL CONDUITS UNLESS OTHERWISE NOTED. BLOCK WITH FINISHED GRADE FOR SUBSTITUTION OF LIGHTING FIXTURES. THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED N ACCORDANCE WITH N.E.C. ARTICLE 250• GROUND PUP SECTION I TURF OR PATH THROUGHOUT RACEWAY SYSTEM SHALL BE CONTINUOUS. 3 GROUND COVER LIGHTING ' L FINISHED GRADE G H I N GFIXTURE I XTU R E SCHEDULE OVERSIZNG OF WIRE AND CONDUITS ACCOUNTS FOR VOLTAGE DROP AND FUTURE USE. 0 _._ f._._.. — — - -- '— M MOUNTIN 48 - - _ - DRIVEN 1/2" X I$' NIPPLE SYM DESCRIPTION G. PART LAMP AMPS G EXTERIOR EQUIPMENT, OUTDOOR J-8OXES AND RECEPTACLES ARE WEATHERPROOF. ALL COVERS SHALL INSTALL ` 0 $ RIGID GAVANIZED CONDUIT G.E # N UP POSITION WHEN OPEN v A LOON. METAL HALIDE 14FT. POLE LUMEG #iOOMH-DM550-562-GTA/240- MXR 100/G 0.55 GONGRETE ui •: ',' v ' O LIGHT ALUMINUM BASE DOVER, HS MED 3200 K BASE, DETAIL 18 SITE UTILITY DISTRIBUTION FOR ELECTRIC SERVICE IS TO BE NSTALLED PER CONSTRUCTION DRAWINGS PROVIDED 240V. G-10 1 /2-DEG-RD6TX-Jr5, 5ET 240 /OLT SEE THIS SHEETCONDUT AND ENGINEERED BY THE UTLITY CONSULTANT. IS5ELEGT BYGITY. CAP 0- CONTRACTOR RESPONSIBLE FOR ANY AND ALL INSPECTIONS, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND NSPECTIONS THAT ARE IRE-("RED FOR COMPLETION OF THE CONSTRUCTION. I `- CUSTOMER ? UNDERGROUND STUBS SECTION NTS 20 ALL EXPOSED PARTS OF ELECTRICAL EQUIPMENT SHALL BE COMPLETELY AND THOROUGI-LY GLEANED AND FREE FROM CEMENT, PLASTER, PANT, ETC... ALL SCRATCHES ARE TO BE REFNISI ED N AN ACCEPTABLE MANNER. LOAD LINE LOCATOR DETAIL d.,4 + CIRCUIT SCHEDULE O ALL LIGHTING FIXTURES SHALL BE NEW AND INSTALLED WITH THE NECESSARY FITTING AND MOUTNG ATTACHMENTS °- FOR COMPLETE NSTALLATION. FINI&4ED GRADE SLOPE CONCRETE PANEL PI VOLTAGE 120/240 22 ELECTRICAL CONTRACTOR SHALL INSTALL ALL POWER, CONTROL WIRES, CONDUITS, AND OUTLETS FOR IRRIGATION AWAY FROM EQUIPMENT .-� BES CONCRETE PRODUCTS ttC9E TYPE _ SERVICE PEDESTAL PHASE = 1P. ,3W BUSSIN(5, 1OOA. EQUIPMENT. REFER TO IRRIGATION DRAWINGS FOR CONTROL SCHEMATICS. WITH CD9 (SOLO CONCRETE LID WITH LIFT HOLE) ELEC. SERVICE PEDESTAL MARKING ON COVER IS 'ELECTRIC" MOUNTING - FREESTMID I N6 NEMA-5R MAIN I OOA-2P A. I .G 10 KA I G. 23 E (DELTA) IS VOLTAGE DROP. NTS TIOELS(888) 783-5055WIGH) GKT. AMPS / L I ISE AMPS / LINE GKT. ELEVATION J-1 BOLTS NO• Eau I PMI=NT QTY. BRKR BRKR Eau I PMENT QTY., No. (TYPICAL) AMP5 LI L2 Ll L2 AMP5 OUTDOOR L16HTING « 5 120 2 1 15 CONTROL WIRE 1 2 3 240V. 20 2 0 4 FINISHED DAE 5 O O 6 ELECTRICAL SERVICE PEDESTAL q O O 8 q O O 10 NUMBER OF METALLIC 24' W. X 16 I/2" D. X 48" H. i tI O O 12 SYMBOL NON-METAL-LIC,CONDUIT GIRL. �. GOPPER TEL = (800) 860 - 6157 CONDUCTORS GONDUIT BOND Y11RE CONDUIT AMP5 WIRE PUP tt USP20-F100-112-TB-SD-STAINLESS STEEL CONDUIT AS REQUIRED, SHOWN SUBTOTAL 2 2 I O PHOTOCELL, TEST SWITCH ON PLANS FOR FUTURE PHASE 4 POLE RELAYS-20 AMPS AT PHASE LINE. TOTAL 3 2 0.5 KVA +25% 0.5 KV ( L.C.L ) 2 I" #5 I° 15 14 120/240V. IPP.3W. - 100 AMPS. FUSE SWITCH 42,000 A I.0 x ;1a � r Yom' MIN N. fEDER 3 AMPS 1 KYA TOTAL EEDER 5I ZE PHOTOCELL ``�� -,�� .,,,'� ��� ,�`������,� t� ,��. 20 12 REFER TO "CONTROL WIRING 5GHEMATIG - OUTDOOR LIGHTING" 5EE THIS SHEET Lr/� 30 10 LANDING LUGS K)OA-2P LIGHTING CONTACTOR (2) 2" C.O. 4 " T I" #8 I" r� 40 10 S.MU.D. 2" C.O. wl•-I STUB-OUT STUB-OUT 6' GRAVEL FOR DRAINAGE 777 (2) 2" C.O. FROM PEDESTAL BUSSMANN a TO LIGHT SPARE FOR SE LL1, 60 10 JJN IOOAF. P► FUTURE `I PULL BOX DETAIL "'777T7� b 111.25 #8 I".25 100 8 NTS 7 1.25" #8 1.25" 200 6 SEE -_p 1# 8 CU-3/4' TO DRIVEN GROUND ROD �BOX D TAL DESCRIPTION OF REVISION DATE CITY APPROVED: 4441 448 1.25_, #S 1.25 400 2 TO RE-BAR T• E CONNECT H 600 I NOTE, L SERIES CONNECTED RATNG OF BREAKERS MAY BE USED. CITY OF RANCHO C boo o �� ALL OF BREAKERS MUST BE SAME MANUFACTURER AND U.L LISTED. SERIES CONNECTED SHORT CIRCUIT CURRENT 1000 00 RATING FOR THAT VOLTAGE. ELECTRICAL P LAN 2. FIELD MARKED ON ALL EQUIPMENT. SHALL READ 'CAUTION SERIES RATED SYSTEM 42.000A AVAILABLE IDENTIFIED REPLACEMENT COMPONENT REQUIRED. ' DAYCREEK BOULEVARD SINGLE LINE DIAGRAM TRACT 16100 NTS APPROVED BYDATE: 7A� CITY ENGINEER RCE NO 24953 FESS, DESIGN LIGHTING RGNERS RECOMMENDED D.D. ELECTRICAL ENG ENGINEERS p 83 5 rn DRAWN [DIB TUOSTIN, CCA 51 92 80-7EDINER 204 SHEET LDB INC. TEL: (949) 733-8038 L— 1 0 OF 12 n } - r a �Y r• r f •.t F.r INCORPORATED FAX: (949) 733-8058 „ s ► e • s been pursuant t pr o,riatc e:t: r�c�r Tar= 'ro<;edures and star dares; and this warrant is in lieu of jail ,, ,her wo.rcaintiei. express ..r implied. In pa t.i.ul. ..,,d wit. ou= limitation, these i rowings ore 'rgFCfC7R�GP�' �� CHECKED DRAWING N0. LC•8, Inc.. ,+•a.ro.,t... tt.o. these drawing_ h<�vE� b�tr prepared �i�. s..io;a. ,u aI, c� ;, y fa � �OF CAL�F� t, t •ss': c s r e h; r`4' r d:' r•: =a '7 r (`r , r iss;' tt(l sh ?d 6,--c1 8 su,:,ll caution in this r'eg;ird as tris dsCrn u roprial-, �. drawings ars r;<at inter ded to he ,.o ,Tort; .�li errors or c ,i� sins, and users a.,..�a.n.. the �. �f ir, .ast. Y .,.za .d�i�:. ergs �.,d c>r a.� acan a _ .ou ex _ r I~ I A.E.A. 810 04 LDB NO: 24044 1 991 L PROJECT SHEET OF a 72- 73- DAYCREEK Bt VD EXISTING STREET LIGHT (TYPICAL 2 TIMES) :�• .y + -{. r '�.' °,.. 7 t. ., - 77 - 'y'71 i '•i. .i h hirT'-3F�; ,' .< .,4; _ ..,.'t � � .. .,;t p' � j+`a, .>._1r.. — .5,:;. .s�' ���� �:� t� ',4. w, i,..: I., i •2: t^�'' .,�:� y' ,ek '$ 1 '5..,+ ,r'-f, ar_.,f '+rl.�� `� t�.. d��;•. ,4., .d t�^ ` i,rl;. PI-I,3 or ..,° p:._ y,t Y, �.t,y 1.1, •,�.. �}.L ; ., %1 i.t.`r'`i. +. 3 , << t. 3 c 3 -^q 3e 'f 4:.4 ,!f'°• './r �� 'vti+r� � ii"T is E "VJ.� t l� J� �„�ty�. �..1,..i � j��,:_ 1, •i� i f t-..� Y h:.i fR Y'1'� �+.�: d• k 24 ELECTRICAL SERVICE PED STAL 8 Pi _ •.` 12O/24OV. P�t 3W. ' 100 AMPS MAIN. I r; A SCALE: 1' = 20'-0" 14. FN, QQADE PEDESTRIAN WALKWAY LIGHT SCALE: 1/2" = 1'•0" DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA ELECTRICAL P DAYCREEK BOULEVARD TRACT 16100 APPROVED BY DATE: CITY ENGINEER RCE NO 24953 w Q¢oFESSz DESIGN LIGHTING DESIGNERS RECOMMENDED t- AGO/� / D.D. ELECTRICAL ENGINEERS 3051 E DINGE R AVE . DRAWN 0. 8395 TUSTIN, CA 92780-7204 SHEET EXP. -30-06 LDB INC. TEL: (949) 733-8038 L'- I 1 OF" 1 _ _ _. ;+ _ q ,.., �, :,., ;.1, r;, CHECKED INCORPORATED FAX. ( 4 ) 733-8058 A . * ATE D 9 9 t �, r + n e g,neeii ,n acre and stor �de•rds and this wc>rrant is. ;n lieu of u.; oUler fi:orrunties, e,<pr .ss irnpl+i d_ porticul , Qrd 7dithoui, 14-natation, thcFs drQ'�t�i'lgs 0-ee fG?R�CP\`�P HECK DRAWING NO LDS, Inc. w=o+ronts that thes-e drawings: herr_ been grepor�ed p�_r,,,ont Ire o�Pro� rt_ .. ._, n� p,_tee � a y i SOF CA �E d' '•v 's^c::. ,3 y._. ss r he rsb r, .7 ,;ire' r.i' ^+" r fir^ i7 � trl�i c, i',' .r,cisr sU�vR caution in this re oed os thc-y d!'ern :; }.1ropriate C{r� 'i;iij� Ctr'E (1_it intended t0 c"_ fffir ,rOi?7 Qi e+ru:s Or C> ,�_, .!1 i7ilt3 USt',w C? _,1.1 i1G the i..... . { i;l u...; .�:cr,,do d e r, b nd ornission o .. -s'hoLt� E?t� � �I � � .— 'E. 8/10/04 LDB N0: 24044 _ 1 99 1 1- PROJECT SHEET OF a ----''` O PROPOSED I NACE�ACCE55 a . .. X, AN BSEP �// PCC V-GUTTER - 10 - - (o O JV EAST=MENT APPURTEN C5 PE 0. p V '�G ti G ti G V' IIv1PROVEMENT PLAN R g2 y �� ham, �� o. t-kk - - h�. �`� . �' _ ,,l�V , / 52�� ::: - ... - S,4'�st - -SDN �. . .oe. . - - - - - ... _ :_� � -_. . .�SXi�� - - �, :. - - - - F��� - / RJV Pt €g P4AN `�u,�ham' `` h�' '" `°``'h���; -' �5�� 2 ��.`�,� a A fl A �A��' vo - ___ fi ' . F .. . . .. . . . . . .. . . . . . . . . . . . . . 74'17'44"E 1063.05.'. Ill -S` - .. .. . . - . . �� _ _ _ . . ' �/ .� / , 3. • .9.'iL illI 0? S S . . .. �` ' DAY CREEK . . - / / / 5 . . , . .p.26'�F ;� F - . O 5 �G S g _ _ BOULEVARD 9111. // .l U 1,0§ .,_ •. . :. �i -- :.... ... 2:.I (MAX) 4 . . .. .� c�`a Fc g - -� �� .. R/W r 5 . . -_.__._._ _ _ . . . . . . . . �` _ .. •.... • .. . . . . . . . . . . .. . . (1.gJr __ . . . . , . . . V . . . . .. . . .. . 4T 2'MIN WHEN P f 6 .. ' • .. . . .. . .. . . . . . . . . .. . . . . . . . . . .. . . . . . . . . _ _-._._.. . . . . . . .. . . . . .. . .. . . . 2-rI ' . .. . . .. . . .. . . -- _ _ .. . . .. . . . . �L H>5 __ 4� /' . . . .. . w . / ,� ,------,- . . . . ), ___-- _/ � _ . . . . . . . . . . . . . . . . . . .. . 7 `��. 1 .,� -- _ - PERIMETER . .. . . / O -- ...___ CK WALL PER _R . / i% . . . . . . . . . . . . . . .. .Qw 4. . ... .. 1850) _ __ r °. ............ . ..... . . .. . . . fl` D� _-_._.-_.__-____ I ..:_ I �51 P PLAN D PERI M h' r- P / . �,�_ ......... 1*5....... ...... 11:1*�.. ,., . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - __ _�:�, - -.11...1,F1. �..--r--p- . . . . . .. . . .. . . . . . . .. . . . . . _- ... ... . . .. . . . . . . . . ... .. / .. . .•. - _. . . ..._ _ / l , , 5 . . _ _ _ - / �' / / / - * ��W P AF .. . - ~`y �� ___ . . 6, __ - tom" �' .. ... , , , , ,, F NV• ul - ,� -.** V. 'k f i •l V, pR,,J'^`F ...rY b� I H .� / / --a ./ . . "l-,-,.. _� ,I -,__ . . *`-'. wA:� ?+�;y� �?5: , rpm e�! Q*, ' ' del It , 1 . /.Lo '. (/ 5 / 7tf- -; ..... ..•"��,� ,�•. E���, �, �;... PAD�.' : / se �� nYP PAD 44.7 / \.w � ' :;�� I.... :, \ . �,; I ., / / / ,`;V� \ \ 14LT ii'RMff,i. 7!n..� .;, .•••• . \ .� �• // PROPOSED / 4 I . /O:_�A8 22 N PAD 44r:S r s� • -- / WALL 'M' PER �/ CURB GUTTER FLOWLINE A5 SHOWP P /, "� / / P��' DETAIL SHEET 6 M(P) �; PER 5T, IMP. PLANS \ `1 / ,. f \ -. - ' - ...~... ` PAD 44.2 I . fi. . Q * ly�D�/( F �' � " II : o �� 3F � /� -� SECTION A/2 PROPOSED 6.0' /. . / 5 3 / i \ PERIMETER ' I ' 43 , 2 �S �` / : NT5 BLOCK WALL PER // .. GFS ` - `.� �/ / .. . l •G PE•RJM � � D `h /` ` j I - RET. WALL PER I r 5EP PLAN W ET t : I DETAIL SHEET 7 . . . . . 11 �#, . /.�l 0 : .� l l' qLC _..... �� \:hl \ f /�� aq. ?�� -- ' \ 1/) 111f : 2 : �' ' ' ' ' WOLF50N PAD / O /'! .: q 41.5 \ / ``___,W-----•--- 1 / `S, .,,A. �/ --,► PA 49.6 Ve 1 3 s . -111 ,� ` . . 0, i. x - �,: . op I - L1 is G \ : . // / \ 28F \ `..- I._ FLOWLINE A5 5HOWN _ h3• F \ _` 1 MI • O 42.25FL PAD.43.0 I ` . ... P . . . __- i' Q I '�- . -`--- G I �/ �� A --�/ �P o {FXV A�Ci 1�� �o /. 51 J I 6I �r \\ I 3 25;'' ' / C < • . ��` l•4FC . ' :1 !!1 h �PROP05ED RET. / / ..... . J. WALL 'M' PERS 15F� i9j, ' U) � ,��, ` i _.• ` . � I . \ 11 WALL (MAX 2.5') DETAIL SHEET 6 (LYP) A t I , .08' 0 I �i �, ;R r , .,,...: M,'11., :.•'' / �,:. / _ � ctl �O \ : �`� °�4 " , ,4s ; PROPOSED RET. // F� A - I I WALL (MAX 2.5) 1 i 4:R 4TC , 4 . . .. .': ., * � � :_ ��. / a. _ so 7FL scJ .° i- .�%-- - " - 1 N I DANCE COUR � PROP05ED' �` - . ..b.. . . . .. . .. .. .. Zv �� yy : I .• 4 _ _- o CURB GUTTER Ak .. . . . . . . . . . . . . . . I . .. 2. ,� S 76.12'28"W \ A 6°1.• ,,._...T . __ -- 3 . -1 'b AQ n - ,• ''' PAD 42.5 ''• ' • . I �r(V �O PROPOSED " WATER '. - PER 5T, IMP. PLANS /� 1 g _a 1 l - s�--� _ k 3 �p , ' • . . a�' �c` PER SEP. WATER PLANS w SECTION B/2 / . . . .�. .. . . lLgsr v _._ _ _ +� \�_ 1 1 (n'P. I R :. _ _ _ _ \ . . /G .r- . IQ: NT5 ��v .. . . . . / / 1 ) /. F N,•39• ` a 00 s �� n . . . . . .. - •1•.Q0 4 \ ' / ��_ BACKFILL WITH NATIVE 501L 40 SF Irl' . `�` / 2 6 ° .: > C �ii I'' .. . . . . .. . . .. . . .. . O 2 p / 6s �`�`' -`_` /;. O C O' I 'o ~� G \ AC OF WALL . . . . . : 11 u. `�. w PFRIMET� (,/� V. , I \ FILTER FABRIC I N\ I. . .. .' l �` / qLL R • '_ W.,,., • .✓� p�G O (MIRAN 14ON z. ' • . . . F ! �' •. \ 8. / I I OR EQUAL) 3 1 2:1 . . jIt // CU 0.� �aj0 `�--""~ 38 73 3 T 5 :: ] : . : D/ - ... \ 8 I 1 1 \/// 12"W X 12"H ti'. ' .Jl l` J ti... „� 2F .9 F I 3J4" GRAVEL .' i / L 3 PAD 9.5 ' �'' % / ..t 2 PAD 45.7 // BACKFILL w �,1� .V \ / / / 4---�1.OFL �}.l.7FL cv / 2 NIn \� - �v / 2 j5/3 ��h0 z 3F 6oF i \/ ,.. i� ' �.� � 'a .� \\ \\// a 3 / I �� / .�. / 2 � � . . 9. I FL O . ! w 8,9 TC I �p�� •:. •• \ ' c \/ �. a �- G PAD 41 .9 ,� w- . • 3� v FG ��� I �3 y� ".. \ / � �_..:, `C�' ''o � P D 41'.9 �,� .�' �o I - �_�� a d... /\ DIA PVC PERF. PIPE. . .. . . , . ./. / O S 3 �,., . -n I .. ... .. . . .. . . . . .. - // c� 3 - /\\ I G . . . .. . .. 4 .. . . -1 ii -. 4- G .. .. -.4 G�.. 1\1 172 i CONSTR T L RET 30-7.. I P�' /'_ .w / / / -\ COLL PER CITY 5TD�604N5TRUCTAINING : WALL PER, ITY 5TD. G04 3 3 �V I--------- �// ; ' °- //j. / `� ` SHEET.L 12) STEP WALL AND (SEE SHE T L 12) STEP WALL AND M 0.4FL ''.. (./8 /. .... .. . FOOTING' S NEEDED 1010 " . .•/ . . . /. ,�.. FOOT1G A5 NEEDED. J�-'A .�...�.... A r ^ :r- .... - �.:. . I j� a // / / ' w wp 3!z i I - � . _,- r ° �� � M �' � 2.06% � .. `�s ��` I � \\ � v cl �� IN . 93 �� _ _ "CQ 1,UCT 139 LF RETAINING � �9� �.� a' �'� �/ s S a6'93 ( CONSTRU•-T_J-47 L '�AWING . . .. . . . td� rl� \// j' '. \ /. 8u 0 of • // �' WALL PER CITY 5TD. G04. . . . . .. . . z �, ,o ` 4 \�/\\/ . ..■,��N • . �! ��� �` 9• �P�' WALL PER CITY Siff)_CCJ4 .,� : (SEE SHEET L 12) STEP WALL AND -, Ik• �1F I. " . 'v- � i 3 3 C n /�< it (SEE SHEET L 12) STEP WALL x FOOTING A5 NEEDED p� 3 '. - ' / / J•• • `. � FOOTING A5 NEEDED ___ _.. 58 �l - 3 I I / 6 � t j�;�:Ls- _ __� _ ,_ _..____--- - ___n - -N r - - I BACKFILL DETAIL / / / \ `` p,6. 2_ 4/ Vp _. - .. _ 39'GS w _� _ L __ r . - 16' f 2' 9. g\ C� O 9 • .. N • .. • F O '� -1 --1 _ 2 6 NT5 / / �. 30,6A�. . A m / .D.% `�.. .�,�h� � �-,_, F� �= 30' 30 cn _�- PAD 35.•4 I. . 33 25 G �. . . . . F R42: 1 1 3 �, • ' • • . . . 4" DIA PVC DRAIN cv" N �9 W . . . . . � m - / .. PER BACKFILL DETAIL• nj 6 ,.. Z 9 N� ...I.- �� . . 33 9 ' ' .AO pFL sr� \, .o . I ` bs / c G �p�Q .Fgi ConlcR�tg t AGER, F/8 D6 �. . ";" � -� 6pF O ( ---� "`� 50 _ - .. . 40 - ... G O „I p .1i STS. DWG.53q Q1-1 {�,. � 11����i : I 0. � i • y. / / �, 3 ,oc S O 1,�,�P .d •. a _ - �.�._.. . _ ��' c A\ O I� - 11 Ir. N 76 12 28 E' ` �I- 33 . 9g F c 9 S V Ad s 33: / -7 J / �w G 60 g u� F °� `�'2 .�.• • .03' •�5�9- FG S SCALE: I"=20' / Cis "� �V 3: I (MAX) .�` g ,o p, �' . S �2. I% . . . / / - G .O ,-%,w S 1 . . r-i- �� / o ^ �,� - - - ="y - - - - - - - �1_71L7 - - - - - - - - - ,10 . c. , . �. . . �o �A,, 2:1 N••74'17'55"E�' 220.0 O 20 40 GO �N � �� 11 -_, p 1 3/ r',9 ` F' .... ,-_,` TOPO 5URVEY DATE: 9-2G-03 �, k w. CK OF ,(2g' •7 Y - 2/0 ONNECT 4" PVC w__.-. _ 29 92 }. a i ` w � CATCH F3A51N ROP05ED LMD 294 2S rFTj,1, -- _ _` - - _- _ �'--. _ 32�� ._ / - . - NOTE THAN ( ) VERTICAL P P05ED CURB GUTTER PER'5EFd' �� __.. ~� - N O RO c� _ PROPOSED 5•.D. 1�r� _ rn M `� O �, � rn : 2: I SLOPES LE , __ FEET NOT SHOWN ._ 2 . _ u5 d * CATCH BA51 N pp. . O i�;i . . . . rn • . . . . - Off, 2 `�`) --"I '�� .�C�. 5�6� m . ...•.- 15TING EOP 'n -t� ST. IMP. PLANS FOR TRACT 16100 ,y� ,� %� N . V• �C)' 1) (n.J, 4-- / PER 5EP PLAN �j N cD c ,o C� - - l .. .- • • -Nom. . .. . ..�:'. __ - - - - - -- --- -- _- �_. _ _ __ - _.,_ _.° _ O / r _ _` - yv•. =__- PAVE ENT PE> 5 . . . . . . . . . • N n� �• . L-- _ _._ GE OF M essi Q �, . _m__, / WO FSON DRIVE _ _ _ TCHER ENGINES GCITY Of RANCHO CUCAMONGA: _,�_ , . T. IMP. PLAN INTERNE TE'•• 'j' e�' �N,y Ij __ 1 __:. ¢4 �._ ' Iii .._ .' .. . . . . . . .. . - FOR Eli & ASSOCIATES INCA. N �, M IN .. _-,.,_ . 4$ / , , ,` _ - _ _ �- __ (/ s� 345 5TH STREET, SUITE L3. tcn IN Z LMD WALL PLAN _ _ -. _ y _ _ _ - .__, -__ _ ____ ___ ___ ____ __ ___ -_ �_ ____ __ ___ ___ ,__._ - __- _ -._-_- _-- -_ ___ _ D$, CA. 92374 0. 99&4 " _._ __ ___. v ___ - cv/ F.� •I. '�-4 ro - - ~- -- - -- _w _ --__. ___ _._ _ ___. ___ _ _.___ _.._.._ __._ ___ _._.. _ _ _ _._ _ __. __. _- �_ - _ _____ _,_ . __._ .__._ �_ ___ _ _r_ __.__ _._._ -.__. (9 9) 7777 (9 9) 48-777 31 I I o0 /' . __ - TRACT 6 �_ _ .. ,... } r 0 748 FAX 0 '�( � _ 6k�. yCIVIL V, '. "= - -`- _ PQ5 RB IE GUTTER TO BE INSTALLED ___ __ _ .--- ____ __ _ _ _-_ --- �_ _- _- --- T _ -- -_C4VIL ENGINEERING - iir Llllt� y _ ' :_ - -- ` _ --- ____ -:�. "X .•; x __-__. _ _- . . . . . . . ATF F O� / //,'/ : ;• ; ,. : _ __ p _ FOR EDi INT. _ --� >♦Ir cru SURVEYING- �� r_ ED CU _ _.__. _ •y. -- ___ _- T .___ _.___ __.. _ __ •. -- ER IMPROVEMENT PLANS � �' �� �•'� CAO oX 7 _ _ 1. _ _ - - __ ' 1'.1 oc ..- ,L ...„...,�. 71.1 _ . �, . - heR.C.I 9 Ex . Dec 3 I , 2005 / ,1.. G .p. __. .- r 3 ' ti M vin . Thatc P .. a ,y .. ,- `-�..._.[ .• 7:' -•.:,. .1 . '�. ..• 1-1 _,-.._�_% . . . . . . . .. . . . . �• 2 r :.. a _ _. _ .,.; .. ;. -T E APPROVED BY: DA h 1 _' _ / 7J ,:.' >\/ 1 , - - -;: