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HomeMy WebLinkAbout1631-L DEVELOPER OWNER OVERLAND RC 29 LANDSCAPE ARCHITECTURAL PLANS 147 E . OLIVE AVENUE MONROVIA, CALIFORNIA 91016 ( 818) 358 - 5888 TRACT 15531 LANDSCAPE MAINTENANCE DISTRICT NO . 1 VICINITY MAP GENERAL NOTES SHEET INDEX 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. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. HIGHLAND AVENUE 3. ALL WORK SHALL BE PERFORMED ACCORDING TO THE CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. FINCH AVE. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY L_1 TITLE SHEET PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT (800) 422-4133 TWO WORKING L 2 IRRIGATION PLAN DAYS PRIOR TO CONSTRUCTION. L-3 PLANTING PLAN 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE L-4 IRRIGATION CONSTRUCTION DETAILS FURNISHED TO THE CITY INSPECTOR, AND ALL SUCH RECOMMENDATIONS FROM SUCH A L-5 PLANTING CONSTRUCTION DETAILS REPORT SHALL SUPERSEDE AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-6 IRRIGATION SPECIFICATIONS 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS L-7 PLANTING SPECIFICATIONS HEATHER STREET DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. Z 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF NOT TO SCALE Q w SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT FLAT AREA AT THE TOE OF SLOPE. > 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND c Q UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS cl� Z ACCOMPLISHED, A MAINTENANCE PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS SHALL Li w COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF— RING AVE. Q OUT, FALL COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE `L = IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. 19TH STREET MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER (760) 438-0525. 12. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. CONTROLLER CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER CABINET DOOR WILL ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. THE CHART SHALL BE A REDUCED DRAWING OF THE ACTUAL AS—BUILT SYSTEM. HOWEVER, IN THE EVENT THE IS NOTBE MAINTENANCE RESPONSIBILITY MAP CONTRENNLARGOEDETOSAQSIZE CTH T WILL BEIRLEADABLE WHENWHEN THEDNG REDIU ED RHE CHARTEDUCED, ISHALLLBE A CONSULTANTS BLACKLINE PRINT, AND A DIFFERENT COLOR SHALL BE USED FOR AREA COVERED BY EACH • STATION. WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN 2 PIECES OF PLASTIC, EACH A MIN. OF 20 MILS THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR AN APPROVED EQUAL CIVIL ENGINEER: TYPE OF TAPE. THESE CHARTS MUST BE COMPLETED AND IN PLACE PRIOR TO FINAL CROUSE BEERS & ASSOCIATES ACCEPTANCE OF THE WORK BY THE CITY. s..w. saws 13. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 1700 HAMNER AVENUE, SUITE 104 BETWEEN CITY—MAINTAINED TURF AND CITY MAINTAINED SHRUB AREAS-8" WIDE x 6" DEEP NORCO, CA 91760-2957 CONCRETE HEADERS. e► BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE-8"WIDE x 6" DEEP (909) 736-2040 CONCRETE HEADERS. BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE-6" WIDE x 6" DEEP CONCRETE HEADERS. BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6" WIDE x 6" DEEP CONCRETE HEADERS. 14. PUBLICLY MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. AND 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 IMPROVEMENTS PLANS ONLY.. LANDSCAPE QUANTITIES A NOT TO SCALE I0 NON—TURF AREA 7,710 SF. COBBLESTONE AREA 1 ,310 SF. �T SIDEWALK AREA 3,421 SF. MCRATION OR NINO ON DATE APIfRo�ED` I TOTAL OF ALL AREAS 12,441 SF TOTAL ACRES TO BE CITY—MAINTAINED 0.2856 AC. CITY OF RANCHO CUCAMONGA • STREET TREES PER PLANS: BRACHYCHITON POPULNEUS 15— 15 GALLON 1°t° str"` LAGERSTROEMIA I. `MUSKOGEE' 15— 15 GALLON LANDSCAPE ASSESSMENT DISTRICT TOTAL 2 HIGH CITY MAINTAINED WALL 285 LF. TITLE SHEET TRACT NO. 15531 ry` UNDERGROUND SERVICEALERTAPPROVED elf DATE ` o V►O CITU EMGMIEER R.C.E. . 214QP „ DESIGN "", '' 20 RECOMMENDED CALL= TOLL FREE ox w i.T.R. .� N%81;7APE AFA>fTECM .y- 9—��®®D * DRAYM ,�► uwmWAM Amina $FLEET 2� a��' ILTJL ,►�N coxscr,.r.�rs 1 OF 7 _ AY BEFORE YOU DIO �0F C1►UF� CHECKED � M,�,�, �...r, ,,�soy WING NO. TWO WORKING DAYS _ s.TAL q 1��31- L c+a . SHEET__ __ OF P.O.G. INFO= CONNECT TO NEW 1-1/2" TURBINE WATER METER CPOTABLE) FOR IRRIGATION WATER. THE OWNER IRRIGATION 5PEGIFIGATION5 SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW METER. CONTACT THE NEW 1-1/2' WATER METER. AS PROVIDED BY GGWD, 15 REQUIRED AT ALL POINTS OF CUCAMONGA COUNTY WATER DIST. FOR INSTALLATION PROGEDURES. EXISTING WATER PRESSURE: 80 P.S-I. GONNEGTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE D II SYSTEM DESIGN PRESSURE: 80 P.5.1., PEAK IRRIGATION DEMAND= 32 G-P-M. INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER 015TRIOT FOR 1 Mab err AVen U e COSTS AND INSTALLATION PROCEDURES. y .� j F45 TYPICAL POINTS Of GONNEGTION CONSIST OF A NEW WATER METER. FOLLOWED BY A BACKFLOW DEVA75PERI PLANO NSOWED BY A FLOW METER TALLL ALL EQUIPPMENT PER CIITY OWED BY A STANDRDS MANDTER VALVE. ALL SPECIFICATIONS�QUIPMENT SIZED 513 5F 514 5F 6 618 5F 618 5F 505 MANUFAGTURER'S RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT IPE FROM METER TO K.P. DEVICE PER WATER 015TRICT STANDARDS T TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 40.04 49.' 4... . 2.8 BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED 1 WITH SHRUBS WHENEVER POSSIBLE. DEVICE 15 TO BE ENCLOSED IN A STAINLESS STEEL ..,_.. ,-�.., -. . .wl.wvgr.1�Y: .� ' ,` _ ";, ` / VANDAL PROOF BOX. &IZED AS NECESSARY AS MANUFACTURED BY STRONG BOX. a �4 � �=,t!� ��y, .�,r `�'. -; �'y�,,'�`,, ' r � '�� y� '� PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. ROUTE PIPING AND LOCATE #� VALVES TO AVOID CONFLICT WITH STATIONARY ELEMENTS. LOCATE ALL VALVES AND BACKFLOW r 4r rf f f r r r DEVICE IN SHRUB BED. AVOID ANY GONFLICT5 BETWEEN THE SPRINKLER SYSTEM, WALLS. 1 �' -' - STREET LIGHTS. SIDEWALK. UTILITY LINES AND EQUIPMENT. AND ARCHITECTURAL FEATURES. ell 9` I VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK. NOTIFY THE o r r CITY IMMEDIATELY If NY DISCREPANCY IS FOUND. CONTRACTOR SHALL THOROUGHLY (� I GA FAMILIARIZE HIMSELF WITH ALL 51TE CONDITIONS PRIOR TO BIDDING OR COMMENCING WORK. 1 --f-G. 40.+ 3 EXTREME CARE SHALL BE EXERGI5ED WHEN WORKING ADJACENT TO ANY STRUCTURES OR ADJUST SPRAY TO AVOID WATER ON G 5v'U� ♦ 0 UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOGATNG ALL EXISTING UTILITIES AND 1 TREE TRUNK PER ARBORI5T5 REPORT 21 i 20 �,/,`Gj I REPAIRING ANY DAMAGES CAUSED BY HI5 WORK. AT NO C05T TO THE OWNER. 1 MATCH LINE 30 /`\� THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE L ----- \i AND TO MINIMIZE OVER SPRAY ONTO WALKS. ROADWAYS AND/OR BUILDINGS. THI5 SHALL INCLUDE SELECTING THE BEST DEGREE OF ARG TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM PRESSURE FOR EACH SYSTEM. CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING SCREENS CPG5) SCREENS IF i NEEDED AT INITIAL CONSTRUCTION. WHEN VERTICAL OBSTRUCTIONS CFIRE HYDRANTS. STREET LIGHTS, TREES ETG.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS 50 AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH 51DE OF THE OBSTRUCTION 50 M.� AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL G05T TO THE CITY. INSTALL ONE SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVECRGV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WATERING. IRRIGATION SYSTEM 15 BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK CTURF) AND i 2 INCHES OF WATER PER WEEK CGROUNDGOVER/SHRUBS) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE 15 AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE 51TE PRIOR TO THE START OF N5TALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. AUTOMATIC CONTROLLER TO BE A GAL5EN5E ETI-16OR -ANT-1 INSTALLED WITHIN A STRONGBOX C55) 2455/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE CPLAN SPECIFIES PRE-ASSEMBLED ENCLOSURE MANUFACTURED BY HYDROSCAPE PRODUCTS). MOUNT THE ANTENNA PORT CEPDXY FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER r.y I 5P£GIFIGATION5 AND ATTACH COAXIAL GABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO i•j 1 GITY'5 ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A 1 REPRESENTATIVE OF THE CITY. r� �+ THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL ISE W j 30 i 2C� 28 i 27 i 2V RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL 1 i ; CONDUCTORS AND METER TO BE PROVIDED BY 5GE. COORDINATED AND PAID FOR BY THE z 1 ; DEVELOPER. J i I ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES. THE STANDARD 5PEGIFIGATION5 FOR 1 PUBLIC WORK CONSTRUCTION AND BE OF THE HIGHEST QUALITY TYPICAL OF THE TRADE. WIRING FROM THE CONTROLLER TO THE VALVES SHALL BE DIRECT BURIAL A.F-W.. MINIMUM 1 �y 14 GAUGE. U j i i RS ALL EQUIPMENT SHALL BE INSTALLED PER DETAILS. N THE ABSENCE OF DETAILS. � TYPICAL YARD DRAIN AND DRAIN PIPE rr \\ INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY STANDARD DETAIL. j -INSTALL IN ADJACENT PLANTER i V CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR ,.Q I FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. r� 1 I i ■ i 5,W. 3LL. 5 I DE51GN INTENT 15 TO PROVIDE COMPLETE IRRIGATION COVERAGE TO ALL PLANTED AREAS. AS r ° ■ ■ i ! 7.W, ;C 5 I FIELD CHANGE MAY OCCUR. CONTRACTOR 15 REQUIRED TO PROVIDE 10OX COVERAGE TO ALL AREAS. IN NO INSTANCE SHALL HEAD .SPACING EXCEED 55Z OF MANUFACTURER'S RECOMMENDED 4 _ % SPACING FOR COVERAGE. CONTRACTOR SHALL NOT KNOWINGLY INSTALL A SPRINKLER SYSTEM �•` 1 c I v ; _ a a Y WITH IMPROPER GOV£RAGE. FAILURE•TO NOTIFY THE LANDSCAPE ARCHITECT SHALL RESULT IN 4 r if . 11 4 a r 4 r �r a I THE CONTRACTOR REPAIRING/REPLAGING SAID SYSTEM AT HI5 OR HER EXPENSE. a -------- ----- - - ------------- CONTROLLER CHART IN EACH CONTROLLER SHOWING THE ,..�, II g O ,.'� PROVIDE A COLOR COATED LAMINATED -------------1�-- --------- -- -- --------------------- �'-}}- ------} ---1 ----- --------------- --- ------------ --- -----+-------------------} --{------ -----------+-- --- ------------ -- 1�-------------------- Y-------- ----- VALVE5� AND AREAS SERVED BY EACH VALVE. 12 11 t 10 8 7 � ALL PIPING AND WIRING UNDER PAVING SHALL BE SLEEVED IN A 5CH. 40 PVC PIPE. SIZE PER GHART AND PROVIDE A MINIMUM COVER TO FINISHED PAVEMENT GRADE OF 24'. -EXISTING CITY IRRIGATION MAN GROSSING-GAP OFF ON WEST SIDE OF STREET I i 1 F22 1 MO CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE A5-5UILT DRAWINGS TO THE CITY UPON 5.W- .118.38 806 5F 807 5F I B.W. 37.38 335 5F 561 5F B.W. 3G.3G 804 5F k...._`�.._h �-..:-3:! 375 5F M� COMPLETION OF THE PROJECT. DRAWINGS SHALL INDICATE ANY CHANGES FROM THE ORIGINAL -,W. 40.38 --W. 39.38 5.W. 38.3+ -.V1f. 3 7.3 7 ��_~ PLANS AND DIMENSIONS OF VALVES. QUICK COUPLERS. CONTROLLERS AND ALL OTHER _ EQUIPMENT FROM STATIONARY POINTS OF REFERENCE. �� BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS 19th Street FROM THE CITY. THE IRRIGATION SYSTEM WILL BE TESTED BY THE CITY REPRESENTATIVE IN THE FIELD BEFORE FINAL APPROVAL. INSTALL ALL COMPONENTS PER CURRENT U.P.G- AND LOCAL CODES. CONTRACTOR SHALL MAINTAIN A GLEAN AND SAFE WORKING ENVIRONMENT. DAY AND NIGHT BARRICADES MUST BE PROVIDED FOR ALL OPEN TRENCHES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UNDERGROUND SERVICE ALERT AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO TRENCHING FOR EXACT UNDERGROUND UTILITY LOCATIONS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT OF UNDERGROUND UTILITIES OR STRUCTURES WHICH ARE DAMAGED DURING THE XERISCAPE ASSESSMENT SYSTEM SUMMARY IRRIGATION EQUIPMENT LEGEND COURSE OF COMPLETING THI5 WORK. POINTS REFERENCE 5YM DESCRIPTION MANUF MODEL F51 GPM RADIUS NOTE5 IRRIGATION CPONT VALUE) CLAIMED CSHEET #/REF #) PRESSURE GALGULATION5 6 POP-UP SPRAY SPRINKLER RAN BIRD 1812-SAM-PRS-ISU-H 30 1.85 15' ADJUST A5 REQURED. 5ff DETAIL A 91EV L-4 1. LOW GALLONAGE IRRIGATION SYSTEM 20 L-2/1 ------ - . - -- ----._.._.. ---- ---- - ----- ...... - --- ---...--- - -----.__._.._..--- -----------.. ----... - -- --- ----- ------...... WATER METER # 1 - 2. AUTOMATIC CONTROLLER 20 L-2/2 ■ POP-UP SPRAY SPRINKLER RAN BIRD 1812-5AM-PR5-15E5T 30 .61 4'x15 ADJUST AS REQUIRED, SEE DETAIL A SHEET L-4 ELEVATION 3q•67 REFER TO SHEET L-6 FOR IRRIGATION SPECIFICATIONS 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS 10 L-2/3 STATIC PRESSURE 80 P•5•1. e POP-UP SPRAY SPRINKLER RAN BIRD 1812-5AM-PR5-1555T 30 1.21 4'x30' ADJUST AS REQUIRED. 5EE DETAIL A SHEET L-4 4. SOIL MOISTURE SENSORS - - ...._ _ _... ... . _ ._ ..... _ ..... _ SOURCE OF INFO; GGWD-RUSSEL 5. RAN SENSORS 5 L-2/2 a POP-UP SPRAY 5PRNKLER RAN BIRD 1812-5AM-PR5-8H 30 .7q 8, ADJUST AS REQUIRED, 5EE DETAIN. A SHEET L-4 PHONE NUMBER= C909) 987-2591 G. WIND SENSORS - - p POP-UP 5PRAY SPRINKLER RAN BIRD 1812-5AM-PR5-8Q 30 .3q 8' ADJUST AS REQUIRED, SEE DETAIL A SHEET L-4 DATE Of Nf0= 4/3/97 7. SENSITIVE TO SLOPE FACTORS 5 L-2/3 - REMOTE CONTROL VALVE # 7 5RE= 1" 8. RECLAIMED OR RECYCLED WATER - - o POP-UP SPRAY SPRINKLER RAN Bl 1812-50-PRS-SVAN 30 VARIES 8' ADJUST AS REQUIRED. 5EE DETAIL A SHEET L-4 MAXIMUM DEMAND= 27 G_r.M_ TOTALPOINTS CLAIMED: ------ --- -- - ---- -- ------- ----------- -...- _- --- -..-----.............---.........------------------------------------- ---------- ----_--------- ----------_..._..... x POP UP MICRO SPRINKLER RAIN BIRD 1812-5AM PRS XBA 1800 XS-180 10 ADJUST AS REQUIRED. 5ff DETAIL A SHEET L-4 ELEVATION OF HIGHEST HEAD: 37.37 DESCRIPTION OF REVISION DATE JAPP�O�EO .. ...................... RE55URE AT R.G.Y. 45 P.5.1. CREGULATED) , V FLOW METER DATA INDUSTRIAL 220P- 1' CGAL5f'N5f *IrM-18) NSTALL PCR MANUF. RCC.. SEE DETAIL B WET L-4 KM 40 PVC, SLEEVING Gff ART ELECTRIC CONTROLLER GAL5ENSE ETI-I6DR-ANT-1 SEE DETAIL G SHEET 4 QTY, SIZE ITEM P_5a- L055 CITY O F RANCHO C U C A M O N G A _ _. _ __ 1 1-1/2' WATER METER 0.7 1-1/4' SLEEVE 1-3 WIRES 1/2' PIPE ® QUICK-COUPLING VALVE RAN BIRD 33-DNP SEE DETAIL D SHEET L-4 -- ----- - ----- -...-----------._.._..--- - 1 1-1/2' R.P. BACKFLOW 11.80 1-1/2' SLEEVE 4-8 WIRES 3/4' _ PfrE - GATE VALVE NIBGO 1-1/2' T-585-70-" SEE DETAIL E SHEET L-4I. _ 1 1-1/2' FLOW METER 102L 2' SLEEVE 9-15 WIRES 1' PIPE IRRIGATION CONTROL VALVE RAINBIRD fF5-GP-PR5-B-51Zf AS SHOWN 5ff DETAIL F SHEET L-4, 5ET REG. AT 45 F51 1 1-1/2' MASTER VALVE 4.30 LANDSCAPE ASSESSMENT DISTRICT 1 1-1/2' GATE VALVE � IRRIGATION PLAN 2-1/2' SLEEVE 16-24 WIRES 1-U4' PRE ® IRRIGATION MASTER VALVE SUPERIOR 3100-1-1/2'. NORMALLY OPEN-ELECTRIC INSTALL IN PLASTIC VALVE BOX PER MANUF. REG. 384 L.F. 1-1/2' MAINLINE 3.7& _ 1 1' R.G.V. ASSEMBLY 4_SQ _ TRACT NO. 15531 3' SLEEVE 25-35 WIRES 1-1/2 PIPE �. DRIP IRRIGATION VALVE RAINBIRD XGZ-075 SEE DETAIL G SHEET 4 1 L.S. LATERAL LINE L055 1.86 4 SLEEVE 36 50 WIRES 2 - 2-1/2* PIPE r� R. P. BACKFLOW PREVENTER ffBGO 825-Y-BY W/5TRAINER-1-1/2" SCC DETAIL H SHEET L-4 1 ELEVAI70NGS L055 G CHANCE (10X) 6' SLEEVE 51-100 WIRES 3' - 4' PIPE ---- ® PROPOSED 1-1/2' WATER METER BY OTHERS CONFIRM SIZE AND LOCATION �o t. N _ _ . _.__ ._. ...... ....... .. . . ... .. .._. -._ .. _ .._ _ ...._._ . _.._ . _. _.-- -..... _...----- ---. .----.._ _.._..__ . _. . ._ e- / ''� APPROVED BY. DA UNDERGROUND®ISI �iP$®�(J`�® SL��MICL� Q�[El;�'V ------- 1-L2' SCM. 40 PVC MAINLINE APPROVED^ BURY MN. 18' NSTALL PER CITY 5TD 532 TOTAL SYSTEM L05AT S H A 30.70 ��P� ` �+ ' ' E 5URE 0 OPER E f DQ_ ■Id CITY ENGINEER R.C.E. NO _ 4 53 _'_-`_--_.._---- -'----._-.._.._------'----"-_------- W exp. C) _= 5GH. 40 PVC PRE/WIRE SLEEVE APPROVED BURY MN. 24' - 51ZE PER CHART/CITY 5TD. 533 cr DESIGN '�.'� STB RECOMMENDED CALL: TOLL FREE - TOTAL PRESSURE REQUIRED 60.70 5GH. 40 PYG LATERAL APPROVED BURY MN. 12' - SIZE AS SHOWN-INSTALL PER CITY STD 532 LOWC5T 5TATIG P.5-I- AVAILABLE= 80 * �v * S.T.B. d LANDSCAPE ARC HffEC M 17 �°" _._.. ..._ ___.. ........ __ _ _ __ _ . PRE SET PRES- REGUL. VALVE C45) da. P �'- 4�� RESIDUAL CFROMETER-NOT REGULATED) sT 2725 �� DRAWN -ip LANDSCA" �M SHEET O • VALVE NUMBER RESIDUAL WATER PRESSURE= 1q_3Q qrE OF CAO fj UWGA ION CONSULTANTS VALVE SIZE S.T.B. �� OF �_ I VALVE DEMAND +o CHECKED =•-- DRAINING NO. TWO MIORICMIG DAYS BEFORE YOU Db (909) 798- 498 Fa 909 907-e235 636 5F 5.F. AREA IRRIGATED 10 6..e 20M L. S.T.B. R�dl.nda C.lf10 92373 1/o CA Ifc. No. 2725, Lic. No. 488 / SHEET_- __ OF _L�__ COBBLESTONE PAVING PER DETAIL T SHEET L-5-TYPICAL 3 PLACES INSTALL WITH 0' PGG CURB BETWEEN STONE AND PLANTER AREAS Mayberry Avenue �1 Q ° 1 -STONE VENEERED MONUMENT SIGN PER DET. 5 SHEET L-5 I 1 � '. ! . I', '.. I ..... �. ._i1: ',.► t..�1 ...v. ! 0 O 0 ,t: �i. � F 7 _ Z. s *iJ a`�'7� R.O.W. 1 © QQN k DQv 1 0* `O 4044 `- - a ` I Q X15TING TREE TO B£ PROTECTED IN PLACE. REFER TO ARBORISTS ♦ ♦�� C'rt` o -'I a�� RECOMMENDATIONS FOR CARE SPEGIFIGATIONS PRIOR TO COMMENCING WORK 1 1 , 20 ♦,`Gj G' STUCCOED BLOCK WALL W/STONE D 0 /� , ,.\�\ (� COLUMNS AT 48' O.0-9116 60;. �1� --STREET TREET MATC H LINE H '. y, �r 1 I L BLOCK WALL PER ENGINEERS PLA FOOTINGS PER ENGINEERS PLAN w ° 4' WIDE 51DEWALK PER ENGINEERS PLAN STREET AND CURB PER ENGINEERS PLANS SEGTI ON A -A NOT TO SCALE I I I r I 1 I EASEMENT ARE R.O.W. I 1►+ 1 1 I I I 1 1 STUCCOED BLOCK WALL W/STONE COLUMNS- \ 1 3'0' 1 J 27 26 I 1 I I C LLJ I 30 28 z1 RS 5'-G STREET TREE $`1 I U I 1 , C�$ CATCH BASIN PER ENGINEERS PLAN 1 ��., - 2• ,,Q I DRAIN PIPE PER ENGINEERS PLAN , I . .� � ■ � � ■ � � 3=1 SLOPE-MAX. O FOOTINGS PER ENGINEERS PLAN RETAINING WALL WITH STONE VENEER PER DETAIL R SHEET L- 4 4 a a a VI / ,._______ _____ _ _ Of 5' WIDE GONG. SIDEWALK PER ENGINEERS PLAN ------------- + + + + + + + + Q © + + + + + + p © © p _ STREET AND CURBING PER ENGINEERS PLANS - - ------ -- --- - --- -- --- -------------------------------- -- ------ -- ----- -- ------ -- ------ -- ------ - ---- --- ------ --- ------ - ------ -- ----- - -- -------- -------- tLL_ !0 SEGTI ON 5 -5 145TALL A 4' LAYER OF WOOD MULCH PER 5FE05 IN ALL PLANTED AREAS NOT TO SCALE 19th Street B � I PLANTING NOTESXERISGAPE PLANTING LEGEND 1. CONTRACTOR SMALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS REFERENCE SYMBOL I QUAN.1 SIZE ( BOTANIGAL/GOMMON NAMES NOTES WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT. AND STREET TREES REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. 2. CONTRACTOR SMALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR $OIL PREPARATION. O 0 15 15 GAL BRAGMYCHITON POPULNEUS / BOTTLE TREE PLANT AT 25' O.G. PER 5TD. PLAN 501 AND DET. K + L SHEET L-5 PLANT PIT REQUIREMENTS. STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SMALL FAMILIARIZE MIM5ELF/MER5ELF WITH ALL UNDERGROUND UTILITIES. PIPE5. STRUCTURES. ETC. AND SMALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLAGEMENT. AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND ARBORISTS RECOMMENDATIONS FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE 0 15 15 GAL. LAGERSTROEMIA I. F. 'MUSKOGEE' / GRAPE MYRTLE PLANT AT 20' O.G. PER STD. PLAN 501 AND DET. K + L SHEET Ll� REMOVE DIRT PILE, TAKING CARE TO AVOID FURTHER DISTURBANCE TO UNDERLYING SOIL AND ROOTS. INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN GOMPLETED, FINAL GRADES HAVE 2. REMOVE CONSTRUCTION WASTES. TAKE AWAY ALL SLURRY DEPOSITS AND AT LEAST A 2" DEPTH OF BEEN ESTABLISHED. THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED SHRUBS UNDERLYING SOIL. REFER TO SHEET L-7 FOR PLANTING SPECIFICATIONS AS 5PEGIFIED, AND THE WORK APPROVED BY THE CITY. 3. TREAT ALL EXPOSED SOIL SURFACES BENEATH TREE CANOPY WITH PLANT HEALTH CARE BIO PAK AND PLANT HEALTH CARE MYEOR TREE TREE SAVER INJECTABLE. (AVAILABLE FROM J. HAROLD MITCHELL CO. 626-287- 5. ALL PLANT MATERIALS SMALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE O 4 54 5 GAL D1ETE5 BICOLOR / FORTNIGHT LILY PLANT AT 4' O.G. PER DETS M.N.O SHEET L-5 1106), ARGMITEGT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SMALL4. INSTALL AERATION CHANNELS (1-1/2" SIZE GRAVEL OR PERFORATED PVC PIPE) EVERY 3' ACROSS EXCAVATED BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 1 ® 37 5 GAL JUNIPERU5 G.'5EA GREEN' / SEA GREEN JUNIPER PLANT AT 5' O.G. +- PER DET5 M.N.O SHEET L-5 AREAS UNDER CANOPY AND OUTWARD TO 5' BEYOND DRIP LINE, WITH SLOTTED-CAPPED VERTICAL RISERS EVERY 4' ALONG EACH CHANNEL (FOR AIR ENTRY INTO CHANNELS). CHANNELS TO BE INSTALLED WHENEVER Co. CONTRACTOR SMALL BE R15FON5115LE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY 1 4 103 5 GAL LANTANA G. 'DWARF WHITE' / WHITE LANTANA PLANT AT 3' O.G. PER DETS M.N.O SHEET L-5 FINAL GRADE IS MORE THAN 4" ABOVE EXCAVATED SURFACE. THE AERATION CHANNELS ARE NECESSARY TO DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK. THAT IS A DIRECT RESULT OFASSURE ADEQUATE OXYGEN DIFFUSION INTO THE ROOT ZONE. 1 039 5 GAL LANTANA MONTEVIDEN56 / TRAILING LANTANA PLANT AT 0' O.G. PER DETS M.N,O SHEET L-5 5. AFTER PRESENTLY EXCAVATED AREAS HAVE BEEN FILLED TO FINAL GRADE (WITH VERTICAL AERATION DESCRIPTION OF REVISION DATE C TYY THE CONSTRUCTION AND/OR M5 5UBGONTRACTOR. REPLACEMENT ITEMS SMALL BE EXACT TUBES' PERFORATED CAPS AT FINAL GRADE SURFACE), REPEAT ITEM 3 FOR ALL FILL SOIL AREAS UNDER THE APP roVED DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 1 35 5 GAL LEUCOPHYLLUM F. 'GREEN CLOUD' / GREEN TEXAS RANGER PLANT AT 4' O.G. PER DETS M.N.O SHEET L-5 CANOPY OF THE CEDAR. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL 1 18 5 GAL ROSMARINUS 0. "KEN TAYLOR' / ROSEMARY GULTIVAR PLANT'AT 0" O.G. PER DETS M.N.O SHEET L-5 6 BEYOND LY ECO-MIN NEG (PRODUCT AVAIRANULAR AT 6 LABLE O00 FROMSF. TO TIOUSOIL SURFACE H-2 CANOPY, AND OUTWARD TO 30 CITY OF RANCHO CUCAMONGA QUANTITIES FOR PLANT MATERIALS INSTALLED SMALL BE GOVERNED BY THE INDICATED 7. INSTALL DRIP IRRIGATION WITH MICROEMITTER POSITIONED TO GIVE COMPLETE COVERAGE OF ALL SOIL PLANT SPACING REQUIRED. VINE` SURFACES BENEATH TREE CANOPY AND OUTWARD TO 5-10' BEYOND DRIPLINE, WHEREVER THERE IS S. WHENEVER 5MRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC r'-' 44 5 GAL PARTMEN00155U5 TRIGU5PIDATA / BOSTON IVY STAKED-TRAIN ON WALL AT 15' O.G. AVAILABLE SOIL SURFACE. LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS. A CONCRETE HEADER GROUND COVERS 8. REGULATE IRRIGATION FOR ONCE-PER-MONTH APPLICATION OF WATER IN SUFFICIENT AMOUNTS TO MOISTEN LANDSCAPE ASSESSMENT DISTRICT REQUIRED. PURSUANT TO CITY STANDARDS AND DETAILS HEREON. SOIL TO A 2-1/2' DEPTH. CHECK SOIL MOISTURE TO A 2-1/2' DEPTH BEFORE AND AFTER EACH MONTHLY OO NOT SHOWN 8.925 5F 4' DEPTH MULGH-COURSE GROUND SHREDDED CHIPPER MULCH IN ALL INSTALL DETAIL P SHEET L-5 IRRIGATION RUN, TO ASSURE THAT (a) IT IS SUFFICIENTLY LOW IN MOISTURE TO WARRANT IRRIGATION, AND 9. GLEAN-UP SMALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE SHRUB AREAS. AVAILABLE FROM BLUE RIBBON AT (714) G33-3000 (b) AFTER WATERING, THE SOIL HAS BEEN REPLENISHED WITH WATER TO A 2-1/2' DEPTH. PLANTING PLAN CITY. 9. HAVE TREE INSPECTED MONTHLY (PER 1993 REPORT) BY A CERTIFIED ARBORIST DURING THE REMAINDER OF TRACT NO 15531 O 10. THE FOLLOWING 501E AMENDMENTS ARE FOR BID PURPOSES ONLY. FINAL 501E AMENDMENT CONSTRUCTION: EVERY 3 MONTHS DURING THE FIRST YEAR AFTER COMPLETION OF CONSTRUCTION; AND AT XERISGAPE ASSESSMENT SYSTEM SUMMARY LEAST ONCE EACH YEAR THEREAFTER. THESE ARE MINIMUM REQUIREMENTS WHICH MAY BE INCREASED BY TYPES AND QUANTITIES SMALL BE BASED ON SOIL TEST REGOMMENDATIONS CSEE WRITTEN THE CITY. SPEGIFIGATIONS). ROTOTLL THE REQUIRED SOIL AMENDMENTS G' INTO THE SOIL AT POINTS REFERENCE _ THE REQUIRED RATES PER 1.000 5Q. FT. LANDSCAPE CPOINT VALUE) CLAIMED CSHEET #/REF #) 01NDsc, APPROVED BY# f 1 DATE e UNDERGROUND SERVICE ALERT 4 GY. NITROGEN STABILIZED SAWDUST e`�° �N T. e✓✓ � CITY ENOINEER �� .t .c .flLl1A �_ R.C.E. . Z49S3 120 LBS. GYPSUM 1. WATER CONSERVING PLANTS 20 L-4/1 1 ��P �cy�y� -v 2. TURF LIMITED TO 257. 20 L-4/2 O - orJ � +� *� 125 LBS GRO-POWER PLUS .XP. DESIGN ,.* RECOMMENDED CALL: TOLL. FREE 3. PLANTS GROUPED BY WATERING NEED 10 L-4/1 1 � �' S.T.B. d• LANDSCAPE ARCHI'TECT5 11. LANDSCAPE AREAS SMALL RECEIVE 4' OF WOOD GMIP MULCH UNDER ALL TREES AND 4. MAR05GAPE CNON-IRRIGATED) 5URFAGE5 10 L-3/5 3 �eQ o �0D SHRUBS. AND BLEND INTO EDGE5 AT GROUNDGOVER AREAS. PURSUANT TO CITY STANDARDS 5. PERMEABLE PAVING - * * DRAWN �. ' L►NnscAPE A� SHEET AND DETAILS HEREON. GRADING OPERATIONS SMALL ACCOMMODATE THE MULCH. G. LOW-WATER TURF VARIETIES s do to �P ' >QuucATTON CONSULTANTS O 4���4933 CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE GITY•5 APPROVAL PRIOR TO PURCHASE 7. MULGH PROVIDED IN NON-GROUND COVER AREAS 5 L-4/3 TqT�of cn►�F�R� S.T.B. __L-3 OF 7_ AND PLACEMENT. SHREDDED MULCH 15 AVAILABLE FROM BLUE RIBBON NURSERIES. 8. SOIL AMENDMENTS 5 L-4/4 O4 CHECKEDDRAWING NO. ' A ORANGE. GA (714) 633-3000. 0. 20, 40' 601. 10 coal. vine ffireec, suite 206 TWO WORKING DAYS IIBEFORE YOU DIG TOTAL POINTS GLAIMEDs ZCZ $,T,B, ''' (909) "2-`c. o� °s S L SHEET__ __ OF _Ll__ 24" STRONG BOX MODEL NO: SB-24SS/120V LL HI-POP SHRUB HEAD BODY SET TO Z 1/4" ABOVE FINISH GRADE3 0 FINISH GRADE m ° g NOTE: RAIN BIRD 33 DNP WITH PURPLE Z ROUND PLASTIC VALVE BOX & RUBBER CAP - SUPPLY ONE KEY ENCLOSURE TO BE GROUNDED PERo PER 12 QCV'S INCLUDING HOSE COVER ETCHED "IRRIGATION GATE" WHITE LOCAL CODE. GROUND ROD TO BE a SWIVELS. STRUCTURE OR a (CARSON OR EQUAL) BLUE INSTALLED IN ENCLOSURE. ON Z _I=III=i I I-III III=i I I- CONTROLLER SIDE. HARDSCAPING III=III=III= I I=I I i=I I "SNAP-TITE" WATERPROOF FINISH GRADE - INSTALL IN Q FINISH GRADE III=III-III I I I_I I I RED CONNECTOR OR EQUAL PLANTER BED ONLY -III=III= I I=iII BLACK I I I I 18" MAXIMUM PIG TAIL EXPANSION FINISH _ IRRIGATION CONTROLLER LOOP (MIN.24" LONG) GRADE I��1��-7I - �_ -III=III III- I I I I o o v v s s e. -1 11=1 I I- BALL VALVE - 1 112" OR SMALLER WITH 1= Z I-III= I I-III 11 I I 3'-6" X 3'-6" X 6" CONCRETE > a o e - Ill' -iii- WATERPROOF ALL MIN' I L__-1 I 2X FOOTING INSTALL A MINIMUM OF ° o 0 o e �I�I II II I STAINLESS STEEL HANDLE PLASTIC VALVE BOX (CARSON OR •• 3" ABOVE GRADE AND SLOPE -III=III=III III-III-I RESILIENT WEDGE - 2" OR LARGER WITH iv -III I I I I II I EQUAL) WITH PLASTIC INTEGRATED AWIRE S PER SM. ac _ I'• I _ 1�= - j�- I- �I I �'' '"III TOP TO DRAIN AT MINIMUM OF 2x. II I LOCKING LID. PLACE AT GRADE IN �c _ ,, III-III-I -III-III-III-III III GATE VALVE 2" OPERATING NUT -III TURF AREAS AND 3" ABOVE IN DETAIL 520 }t ac III-I PLANT BED. ap I=III=III=I• I I III=III=III= SCH 40 BRASS NIPPLE 12" -III-III III i-I I (-III EPDXY COATED III=III-III I I I=III=III=I I COMMON WIRE/CONTROL WIRES IN SCH 40 BRASS 90° ELL -I I=1 I _ VALVE - - - - - 3" SCH.40 PVC CONDUIT. -I I I I I I I I I op PIG TAIL EXPANSION a� III III I i I I III III III _ LOOP (MIN.24" LONG) 3w ac WHITE SCH 40 BRASS 90° STREET ELL III 11 II II I IIII (COMMON) SCREWS CLAMP EL 120 VOLT WIRE IN RIGID STEEL , SCH 40 BRASS NIPPLE MINIMUM (3) PLACES CONDUIT (PER LOCAL CODE) 90 SWEEP ELL Z 24" LONG II=III-I 3" 3„ III=T- OF 14 BLUE TO POWER SIDE OF CABINET (TYP.) EI I-I WIRES 00 4 REBAR STAKE =III=III=110" 1 SCH 80 PVC 90' STREET ELL 24" LONG) RED MASTER CONTROL ANT 1 ANTENNA PORT EPDXY VALVE HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF BLACK PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION - W LIGHT CONTROL AS REOUIRED PER r ; PER CITY AND CALCENSE REP. SCH 40 PVC Fes- PLANS. MARLEX 90 STREET ELL 90' STREET ELL FLOW METER Z -III-III o'o•a o'o o III=1 J _I=III=1 DIAMETER SAME r I I ELECTRIC METER PER SCE -I I-I I ° III-I NON-PRESSURE MARLEX 90' STREET ELL SIZE AS FLOW LATERAL FITTING METER SIZE CALSENSE CONTROLLER MODEL NO. L_ NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE DIAMETER SAME SIZE PER PLANS. -III-III d�p•.o� III-I AS FLOW METER SIZE REFER TO CONTROLLER I I I-I - III III. TYPICAL (2) PLACES INST�4�,CATION STD �rclE►�Y � I =11 -I I I=1 I I=1 III=1 I=1 1=1 INSTAN.L. wl?M TP-1 Papt�sGli I J ANTI-DRAIN VALVE AS REQUIRED sEcuRITY ucHT TIMER REQUIRED PER NlP. L MINIMUM DISTANCE DOWNSTREAM OF 3/4" WASHED CRUSHED UNINTERRUPTED PIPE (5X DIAMETER PSS' FINISH 111 PRESSURE SUPPLY AGGREGATE BASE NOTE: OF FLOW METER SIZE) GRADE 8' GROUND ROD 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 2" SCH 40 CONDUIT " I I I I III LINE FITTING NOTES: AND EDGES OF LAWN. MINIMUM DISTANCE UPSTREAM OF FOR SECURITY LIGHT MIN. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. USE TEFLON TAPE ON ALL MALE THREADS. UNINTERRUPTED PIPE (10X DIAMETER WIRING. I I I I I ( % 120 VOLT WIRE IN RIGID 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE OF FLOW METER SIZE) - STEEL CONDUIT (PER PRESSURE SUPPLY LINE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. • LOCAL CODE) 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. I=•♦• _ •• m 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. `i I It I !I I - - 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND - - VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY. APPROVED BY- STANDARD PLAN APPROVED BY- C CONTROLLER ENCLOSURE STANDARD PLAN p APPROVED BY QUICK COUPLING VALVE WITH METAL STANDARD PLAN o APPROVED BY- APPROVED VALVE STANDARD PLAN A HI-POP SHRUB SPRAY STANDARD PLAN B FLOW METER INSTALLATION o STAKE - FOR NON-TURF AREAS - 3" Or smaller _ 539 0_ _ 516 V) _ - TYPE A 522 0 _ 535 S _ 518 wCITY ENGINEER CITY ENGINEER DATE USE WITH STANDARD S►ECIFKATKk15 FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF I Ir R.C.E. 24953 SHEET 1 OF 1 0`R.cE. 24953 SHEET 1 OF 1 o R.C.E. 24953 SHEET 1 OF 1 Of R.C.E. 24953 SHEET 1 of 1 TO SPRINKLER - ANGLE PIPE TO STRONG BOX BACKFLOW ENCLOSURE SPECIFIED DEPTH WITH 45' ELLS #SBBC-45AL BACKFLOW PREVENTER SCH 40 PVC MALE ADAPTOR ASSEMBLY SCH 80 PVC UNION "SNAP-TITE" WATERPROOF NIPPLE - TYPICAL "SNAP-TITE" WATERPROOF a BRASS OR PVC NIPPLE CONNECTORS OR EQUAL (4) PLACES CONNECTOR OR EQUAL HARDSCAPING(SEE NOTE 4) N Z ELECTRIC CONTROL VALVE ----------- -- - 1 WIRE SERVICE LOOP (LOOP mw g PLASTIC VALVE BOX I - I ENOUGH WIRE TO EXTEND WIRE Z MARKED "IRRIGATION RCV" BUNDLE 6" ABOVE GRADE) Z - (CARSON OR EQUAL) I NIPPLE - g w ETCHED WITH CONTROLLER I I SPLICE BOX COVER WITH = �• _ _ - - - a AND VALVE SEQUENCE I I 6" THICK X 12" WIDE LOCKING TOP ETCHED "S.B" CONCRETE PAD (LENGTH VARIES _ z 6" MIN. FINISH GRADE I BRASS WYE STRAINER PER SIZE/MANUFACTURER) I I I I I I- I I-I I I- C14' III I i 1= I I=1 I I- _ ►- I SLOPE TO DRAIN AT MINIMUM WITH 60 MESH ao- MONEL SCREEN I 2% AT GRADE IN LAWN AREAS - I I-III Z 1 I UNION i FINISH GRADE 3 IN PLANTER BEDS _I III w = I I SIDEWALK PVC SLEEVE - MOISTURE CLEAN BACKFILL - SEE _ - CLEAN BACKFILL - SEE z - • ' ' •' ' REQUIRED FOR z_ - • •. . SPECS. FOR MATERIAL. _ - - SPECS. FOR MATERIAL. SENSOR °• • PIPE THROUGH WHERE _ •• II- Tr TT TTI- I- I=I I I 90% COMPACTION REQUIRED N 1= I I 90% COMPACTION REQUIRED iv III - REQUIRED �I - - - - - - II J CONCRETE PAD `dy _ = O - - -III II- -III I_ F III 3" I PIG TAIL EXPANSION NIPPLE - TYPICAL - LOOP (MIN. 24" LONG) Z (2) PLACES PROVIDE 6" MIN. OF SAND z NON-PRESSURE LATERAL LINE: =1 -I I FROM WATER SOURCE'I I I i- 12" X 18" GREEN PLASTIC METER I-I I _I - SCH. 40 SNAKE PIPE IN I -I SCH 40 PVC MALE BEDDIN AN SHADDING � - ? f BRASS ANGLE -`_ = II- ADAPTOR BOX. CARSON OR EQUAL I- TRENCH III-II I 90% COMPACTION - m _ FLOW 1 ( I I - VALVE W/UNION F1 FE. REQUIRED ao - 3" 3/4" WASHED �I I I=I •° 1 I I-I I - p D II - M . - II alp _ - - - PRESSURE SUPPLY LINE: H. 40/CL. 315 SNAKE z CRUSHED AGGREGATE �- CONTROL WIRE SLEEVE - I- I o-o• o' TO METER ` III' _ - I� .a voCp .o:w P a0a I °• I _ -I LINE TO SYSTEMS - SIZE PER PLAN INSTALL IPE IN TRENCH _ �_ I I= I P ' o.o I I' - -I - I1TI-rtTIT SCH 80 PVC NIPPLE CONCRETE THRUST BLOCK ELBOW -III=I =III- ADJACENT TO PRESSURE - CONTROL & COMMON WIRES PER CCWD STANDARDS TYPICAL (4) PLACES iv = SUPPLY LINE CONTROL WIRES - BUNDLE _ N _ AND TAPE AT 15' O.C. AND _ _ _ -II INSTALL ADJACENT TO VRIGID PIPE AND RELATED FITTINGS SHALL BE PER - _ - _ _ - - _ CUCAMONGA COUNTY WATER DISTRICT STANDARDS. -I I -_I-= _ _ _ _ PRESSURE SUPPLY LINE -III-_I = _ _ ( I- PRESSURE SUPPLY LINE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO I -III-III-I I -I I _ SLEEVE - SIZE TWICE I NOTES: CONSTRUCTION. I .i I_I- SUPP YRLOF INE PRESSURE I I III- 6" TYP PROVIDE 6" MIN. OF SAND Z24VOLT WIRES. TAPED AND I (-I I 6„ TYP L ( I i BEDDING AND SHADDING 1. INSTALL PER LOCAL CODES. BUNDLED AT 15 FT. INTERVALS -�{ �+--- BRASS NIPPLE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY I I NON-PRESSURE LATERAL SCH 40 PVC SXSXT TEE STRUCTURES OR HARDSCAPING. 2 CU. FT. PEA GRAVEL PRESSURE SUPPLY LINE 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) LINE SLEEVE - SIZE TWICE MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: DIAMETER OF NON-PRESSURE NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 4. ORIENT UNIT PARALLEL TO STREET. NOTE: 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. LO 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. rn 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 1 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF M 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH I 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. N DISIMILAR METALS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3" AND LARGER 24" MIN. DEPTH 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND .o I STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER STRUCTURAL SECTION). ,,, VALVE NUMBER. �, WHEN MAINLINE IS 3" OR LARGER. CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY. F REMOTE CONTROL VALVE WITH STANDARD PLAN r� APPROVED BY, H REDUCED PRESSURE STANDARD PLAN 0 APPROVED BY STANDARD PLAN � APPROVED BY STANDARD PLAN so APPROVED BY- STANDARD PLAN SHUT-OFF VALVE NSC UNION 520 _ BACKFLOW PREVENTER 517 1 24 VOLT SPLICE BOX 540 _ J TYPICAL SLEEVING 533 - K TYPICAL TRENCHING 532 5NGINEEI CITY ENGINEER DATE USE WITH STANDARD SPECIFICATWNS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ,5.,CITY ENGINEER DATE USE WITH STANDARD SPECB'ICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 cx Rc,E.ENGINE 4ER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY Of RAE. E 24953 DATE USE WITH STANDARD SPECIFICATKNIS FOR PUBLIC WORKS CONSTRUCTI011 SHEET 1 OF 1 ix R.C.E. 24953 SHEET 1 OF I G R.C.E. 24953 SHEET 1 OF 1 R.C.E. 24953 LEGEND 2 1 1. MULCH BED. i 3" 2. FINISH GRADE DESCRIPTION OF REVISION DATE APP��VE� 4 3. PVC LATERAL PIPE (DEPTH PER SPECIFICATION). 1 4. RAIN BIRD MODEL # XCZ-075 DRIP VALVE CITY OF RANCHO CUCAMONGA 10 5 12 3 5. WIRE CONNECTOR. 6. PILOT WIRE. LANDSCAPE ASSESSMENT DISTRICT 7. COMMON WIRE. IRRIGATION CONSTRUCTION DETAILS O 8. 3/4" CRUSHED ROCK. TRACT NO. 15531 9. RED BRICK FOR SUPPORT. ^• - , Q APPROVED BYe DATE UND(ER(GR(DUND SERVICE ALERT Q 10. 12" x 18" RECTANGULAR VALVE BOX. J CITY ENGINEER ,���iL(A� � �` � R.C.E. LZ3 6 7 8 11. PVC UNION FOR SERVICING ASSEMBLY. `Qs1N T• B 1p� DESIGN i S� RECOMMENDED CALL: TOLL FREE 12. a CAGB 1' DIA. CX�ANSION GOILS Cls' NOTE: VALVE ASSEMBLY, PIPE AND FITTINGS SHALL BE AS c; ti �� S.T.B. • LANDSCAPE ARCHIl'ECTS ®(( o OO➢ CALLED OUT IN DETAIL F ABOVE. •% DRAWN ,^t. ' LANnSWE Al CHIITECTUM SHEET 4121 4 9 8 8 * � � * IRRIGATION CONSULTANTS O APPROVED EYE G DRIP IRRIGATION _ VALVE ASSEMBLY sTq of cn\Fo���P CHECKED 10 � Street, SWU2M DRAWING NO. CITY ENGINEER DATE USE WITH STANDARD SPECIIICATIONS FOR PUBLIC WORKS CONSTRUCTKMN S•T B• X90°1 '�-7seb �`z 307- J_t=�r TWO WORECINO DAYS BEFORE YOU DIa R.C.E. 24953 S.T.B. CA Uc. No. 2723, lic. No. 4Q8 SHEET_-10 - OF _L3__ R NOTES: STORM DRAIN/UNDERGROUND 1. REMOVE NURSERY STAKES UTILITIES 2. STAKES TO BE PLUMB AND EICR PARALLEL. 3. STAKE TREE PERPENDICULAR I ^ � TO PREVAILING WIND. N Z SIDEWALK UTILITY �/ W E \av ONE HALF OF SPACING J I L I I S.L. REQUIREMENT i o S Q��f LIMIT OF PLANTER AREA m CURB AND GUTTER-," METER 10' S' \ \ UI TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3" BERM TO FORM �c MIN. MIN. Lil LOW TRUNKS TOBLE ON THE ALLOWFOR WINO DEPRESSED WATERING BASIN. TOP OF ROOTBALL TO EXTEND 2" c TOP OF STAKES BELOW \ FLEXING OF THE TREE. BUT " C 4WOOD CHIP MULCH. NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO ABOVE FINISH GRADE \ SUPPORT OR ALLOW W SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE �.i ORIGINAL GRADE C �/ NATIVE BACKFILL WITH NO ROCKS THE HEAD TO DROP. MAIN TRUNK FINISH GRADE (2) SETS OF CINCH TIES SPACED 24- APART, 4" =I - GREATER THAN 3" DIAMETER. R W SCREWS 8' LrODGEE POLES.GALVANIZED 3" BERM TIGHTLY COMPACTED IN _ _ _ _ _ _ _ _ _ I-III_ PLACE TO FORM WATERING BASIN. SIDEWALK �' z 2" DIA. LODGE POLE PINE STAKES FH0 DRIVE S.L. I- , p � = 12" MAX. I I I, I II III= � WITH WOOD PRESERVATIVE STAIN, Q I APPROACH J O \ �9i UNDISTURBED MSOIL AND POSITION DRIVE A MINI INTO -III -III- STAKES OUTSIDE ROOT BALL. I I=I III=I I I i 1I w� CURB AND GUTTER WIN=0 5' ARBOR GUARD IN TURF AREAS AND =III-1I R00T BALL ROOT BALL III=III 'III _ _ S' 10' FRONT YARDS. I I 5' 10' I� I=I I I EQU MIN. MIN. * IN. MIN. TOP OF ROOTBALL TO EXTEND 2" -II I-I1 UNDERGROUND ABOVE FINISH GRADE. I I _ PLANT PIT TO BE (2) TIMES THE i III I = _ _ _ _ _ _III PLANT PIT TO BE (2) TIMES THE STRUCTURE eg. TIGHTLY COMPACTED 3" BERM TO FORM -I I I�-I I I_I I I-I I IT-jjI I IjT-jI-II I 111j-TjI I WIDTH OF THE ROOT BALL. _ WIDTH OF THE ROOT BALL. CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND I I=1 11=T =1 1=1 I I-I 11 -III -III-III-III-III-III-III-I TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE _ I=III=III=III=III=III-I I (=III=� OUTSIDE OF PLANT PIT. BERMS IN TURF Ell I I=I AREAS TO BE REMOVED PRIOR TO CITY I I-I I -I I I-III-III-I 111-1 - -III-I 11-I I �I I I=III=I 1T=1 I I=III= iI NOTES: ACCEPTANCE. _ I-III-III-III-III-III II-III-III NOTE: * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER IF "' i i I 'I I III I III .I I 1=) I 1=) I 1=1 I 1=1 I 1=1 I I 1=1 11= 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL -- NATIVE BACKFILL WITH NO SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT _ ROCKS GREATER THAN 3" PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. jl III-III I DIAMETER. UNDISTURBED NATIVE SOIL. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st - UNDISTURBED NATIVE SOIL. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. II _ SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND IIIROOT BALL FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY \ NATIVE BACKFILL WITH NO NOTES: NOTES: OWNED WATER & SEWER LATERAL LINES. \ _ ROCKS GREATER THAN 3" DIA. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. - - - - - - OF ROOT BALL. DO NOT CRACK ROOT BALL. OF ROOT BALL. DO NOT CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE _ LEGEND ARE ESTIMATES ONLY. 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE o NATE SOIL UNDISTURBED DIVISION. o - 1 N I 1 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY o 40 STANDARD PLANS. TWICE ROOT BALL WIDTH N 1A N p O CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA NC14 C4 C4 N r, APPROVED BY. STANDARD PLAN w APPROVED BY. DOUBLE STAKED TREE STANDARD PLAN n APPROVED BY, STANDARD PLAN cp APPROVED BY, STANDARD PLAN ID APPROVED BY. O SHRUB AND GROUND COVER STANDARD PLAN K TREE PLACEMENT 501 _ 5 GAL - 24" BOX 502 _ M CONTAINER PLANTING 506 _ N CONTAINER PLANTING ON SLOPE 507 _ SPACING 508 S S CITY ENGINEER DATE USE WITH STANDARD SPECN K ATKX43 FOR ►UN IC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD S►ECN ICATKN4S FOR PUNIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECWICAT10NS FOR PUNIC WORKS CONSTRUCTION S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUNIC WORKS CONSTRUCTION SHEET 1 OF 1 W CITY ENGINEER DATE USE wTTH STANDARD SPEdfKATK1NS FOR ►URIIC WORKS CONSTRUCTION w SHEET 1 OF 1 R.C.E. 24953 SHEET 1 OF 1 � R.C.E. 24953 SHEET 1 OF 1 R.C.E. 24953 R.C.E. 24953 SHEET l OF l R.C.E. 24953 FLAT SIDE UP CURB MORTAR COBBLESTONE SIDEWALK CASE 1 _ 2r. 4 N_ G 4 4" OF COMPACTED WOOD CHIP a 3 a .0 4 c MULCH. 3" HARDSCAPING (CONCRETE HEADER, MINIMUM CONCRETE BED FINISH GRADE ATIVE BOULDER UNDERNEATH COBBLESTONE CURB & GUTTER, SIDEWALK, ETC.) CONCRETE HEADER - 1/2" RADIUS FINISH GRADE PER ENGINEERS PUN EXPOSED EDGES AND FINISH PER PLAN 8" 1" IN LAWN (IINSTALLG T GRADE LEVEL AT SWALE NATIVE STONE VENEER-USE 4"-6" STONES TO MATCH WALL COLUMNS AND PLAQUE (DET S) o g 12" 6" OR 8" a CURB & GUTTER FINISH GRADE 2' MIN. / 4' MAX. RAD. EE NOTE ALL CELLS W/REBAR TO BE 0iiiiiiiiiiiiiiiii' N w SOLID GROUTED e d _ p• �,Q... _ _ _ WATERPROOFING MATERIAL ITY HISTORIC LANDMARK PLAQUE a e °•'• � I 8"x8"x 16" PRECISION BLOCK 4 � I=III=III=III=III=III=III=I�I= � I-III III=I�I;i I I- a N PLANTER � -I i I-i i III I i I IIII i III=III=III=III-III III=III=III-I I I I III • •p I-I COMPACTED FILL SIDEWALK PER ENGINEERS PLAN 2 " TEXT PER CITY PLANNING DEPARTMENT AREA a 3 RE-BAR CONTINUOUS DRAIN PER ENG PLAN SHOVEL CUT EDGE COMPACTED I= - -i ( (UNLESS OTHERWISE INSTRUCTED) O d a C 4 NATIVE SOIL 'III-III-III- I I i - q•a?'0 ET BOULDER IN MIN 12" COMPACTED SOIL SIDEWALK HARDSCAPE o Q 0 4 O / // / JOIN AT RIGHT ANGLES (TYP.) �� �\ \\/��/�� \ 3' MIN. / 4' MAX. RAD. IA �z\��\ \�� ��\��\�� \��\��\��\ 6" PCC MOW CURB PER CITY STD. 534 r o I -III COMPACTED SUBGRADE \/��\�\\� /�\/�\/�\ �\ /\ NOTES: - 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL CONCRETE FOOTING I- 1/2. FELT EXPANSION JOINT WHERE NOTES: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 18" 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: i PER ENGINEERS PUNS - WALL AND SLAB JOIN 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND BOULDERS: MAX. 3'0" - MIN. 2'0" COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE INTO EDGES AT GROUND COVER AREAS. 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. NOTES3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PUNT. ' TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK" IS ALLOWED) NOTES: 1) .TO BE BRONZE MOUNTED ON NATIVE BOULDER 4. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION ROCKS SHALL BE SMOOTH, ROUNDED AND FREE 2 TEXT FONT TO BE FLAT FACE CLASSIC PROCEEDING WITH REMAINING ROCK WORK. JOINTS AT 20'-0" O.C. OF OBJECTIONABLE DISFIGURATIONS AND 3 SIGN FINISH TO BE DARK OXIDIZED (BRONZE) 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND EXCESSIVE IRON CONTENT. 4 SIGN INSTALLATION TO BE APPROVED BY CITY ENGINEERING DEPT. I; GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 5 SIGN CONSTRUCTION SHALL BE AS DIRECTED BY THE CITY PLANNING DEPT. 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND rn PRIVATELY-MAINTAINED AREAS. 6 BOULDER SHALL BE APPROVED BY THE CITY, PRIOR TO BRINGING IT TO THE SITE. EXCESSIVE IRON CONTENT. IT SHALL HAVE A SIZE ADEQUATE TO BURY THE BOULDER 1/3 DEPTH AND STILL 1 3. CONCRETE TO BE 520-C-2500 MIN. C., SUPPORT THE PLAQUE ON A FLAT SIDE. 0 c 7. CONCRETE CLASS 520-D-2500. 04 1 ul o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA C14APPROVED BY. STANDARD PLAN r: APPROVED BY, STANDARD PLAN APPROVED BY- T RIVER WASHED GRANITE STANDARD PLAN W P MULCH INSTALLATION 5090 Q CONCRETE HEADER 534 R STONE VENEERED RETAINING WALL S MONUMENT PLAQUE o _ COBBLESTONES 542 `n S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUWJC WORKS CONSTRUCTION W CITYENGINEER DATE USE WITH STANDARD SPECIFK ATIONN S FOR PUIRU C WORKS CONSTRICTION W CITY ENGINEER DATE USE WITH STANDARD SPECWICAT10NS FOR PVN.IC WORKS CONSTRUCTION SHEET 1 OF 1 �R•C•E. 24953 SHEET I OF I R.C.E. 24953 SHEET 1 of 1 R.c E. 24953 r I'. DESCRIPTION OF REVISION DATE APpcAr0 ? CITY OF RANCHO CUCAMONGA LANDSCAPE ASSESSMENT DISTRICT LANDSCAPE CONSTRUCTION DETAILS TRACT NO. 15531 APPROVED BY. DATE '. NJN®(Elf$GR®MN® SERVICE Qd.EP$V Esc, . CITY ENGINEER L `' R.C.E. . 24943 I' DESIGN �- "OM�AW Sm / RECOM NDED CALL: TOLL FREE � `� S.T.B. �' �• LA�i'ID9CAPE ARCFirTECTS � DRAWN ,'+ ' L IIDSCAPE ARCHrrECrU ► SHEET i IRRICA?ION CON3ULTAIA 9 � - S.T.B. L-s of 2725 O o �F��` � F CAL CHECKED DRAWING NO. TWO WORKING DAYS OZEFORE YOU D161 10 e..l vl.. ..e. suite30 -M R.dMndr C.111 92373 S.T.B. (909) 79e-7.9e Fru (9091 307-e$36 CA Uc. No. 2725• NV Lic. No. 488 SHEET_ OF I SPRINKLER IRRIGATION SPECIFICATIONS 6. When completed and approved, the chart shall be hermetically sealed between two 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 247E PART 3 - EXECUTION J. Sprinkler Heads: 1.03 Protection pieces of plastic, each piece being a minimum 20 mils. cadmium, solidus at 1125 F, and liquidus at 1145 F. All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade shah PART 1 - GENERAL 3.01 OBSERVATION OF SITE CONDITIONS 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be 7. These charts shall be completed and approved prior to the final field observation of F.Valves: installed in this work shall be equivalent in all respects to those itemized. be placed imediately after concrete finishing. Contractor shall furnish, place and remove oil of his 1.01 DESCRIPTION the irrigation system. A. All scaled dimensions are approximate. The Contractor shall check and verify all size own barricades. Contractor shall be responsible for any damage to new construction and t.Ball Valves (1r" and smaller) dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no replacement or repair of the work shall be mode without added cost to the City. A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish D.Operation and Maintenance Manuals: with work under this Section. case shall the spacing exceed the maximum recommended by the manufacturer. 1.04 Clean-up and install the Irrigation System as shown on the Drawings and described herein. a. Boll valves shall be a 125 Ib SWP bronze valve with threaded ends and shall 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior be equipped with a stainless steel handle. B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall 3.04 TEMPORARY REPAIRS n materials shall corn with governing codes safety orderscompletion f construction two hard-cover, three ring binders containing the b. Boll valves shall be similar to those manufacturer Nibco or approved be responsible for damages to utilities which are caused by his operations or neglect. Check Upon completion to all concrete work and before final acceptance, the Contractor shall remove all B. Standards: All work and mote a s ply g ng y to o ng 9 by tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in a clean, neat standards, and regulations, and meet the minimum requirements of the Standard following information: equal. existing utilities drawings for existing utility locations. The City reserves the right to make temporary repairs as necessary to keep the sprinkler system condition acceptable to the Cit 9 �1 9 � q � Specifications For Public Works Construction (Green Book) latest edition. c. All Ball valves shall be installed per detail. equipment in operating condition. The exercise of this right by the City shall not relieve the p y' , a. Index sheet which states Contractor's name, address, and telephone number, C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference Contractor of his responsibilities under the terms of the guarantee as herein specified. 1.02QUALITY ASSURANCE do REQUIREMENTS and which lists each installed equipment and material item including names 2.Resilient Wedge Gate Valve (2" and larger) with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. and addresses of manufactures local representatives. 3.05 EXISTING TREES A Permits and Fees: The Contractor shall obtain and pay for any and all permits and oh b. Catalog and parts sheets on every material and equipment item installed a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed observations as required. under this Contract. operating nut. before starting work on the irrigation system. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care c. Guarantee statement. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be d. Complete operating and maintenance instructions on all major equipment. or approved equal. 3.02PREPARATION shall be done by hand. All roots two (2) inches and larger in diameter, except directly , the path followed in all cases where the manufacturers of articles used in this Contract furnish c. All Resilient Wedge Gate valves shall be installed per detail. of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent directions covering points not shown in the Drawings and Specifications. 2. In addition to the above mentioned maintenance manuals, provide the City's A.Physical layout: scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller maintenance personnel with instructions for major equipment and show evidence in G.Ouick Coupling Valves: than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, i C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations writing to the City of Rancho Cucamonga at the conclusion of the project that this 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats governing or relating to any portion of this work are hereby incorporoted into and mode a service has been rendered. 1. Quick coupling valves shall have o brass, two-piece body designed for working routing and location of sprinkler heads. of Tree Seat, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and part of these Specifications, and their provisions shall be carried out by the Contractor. pressure of 150 P.S.I. where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap11. 11 Anything contained in these Specifications shall not be construed to conflict with any of the E.Equipment to be Furnished: 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. or canvas. above rules, regulations, or requirements of the some. However, when these Specifications 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type and Drawings call for or describe materials, workmanship, or construction of a better 1. Supply as a part of this contract the following tools: shall be as shown on the Drawings. B.Water Supply: 3.06 FIELD QUALITY CONTROL quality, higher standard, or larger size than is required by the above rules and regulations, of connection as A. Adjustment of the System: the provisions of these Specifications and Drawings shall take precedence.. a. Two (2) sets of special tools required for removing, disassembling and H.Backflow Prevention Units: 1. The irrigation system shall be connected to water supply point(s) 1 Ys adjusting each type of sprinkler and valve supplied on this project. indicated on the Drawings. D.Explanation of Drawings: b. Two �2� four-foot valve keys for operation of gate valves. 1. Backflow prevention unit shall be of size and type indicated on the irrigation 1. The Contractor shall flush and adjust all sprinkler hoods for optimum performance c. Two 2 keys for each automatic controller. drawings. Install backflow prevention units in accordance with the Drawings. 2. Connections shall be made at the approximate location(s) shown on the Drawings. and to prevent oversproy onto walks, roadways, and buildings as much as possible. 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, d. One 1 quick coupler key and matching hose swivel for every five (5) or The Contractor is responsible for minor changes caused by actual site conditions. sleeves, etc., which may be required. The Contractor shall carefully investigate the fraction thereof of each type of quick coupling valve installed. 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 2. If it is determined that adjustments in the irrigation equipment will provide proper structural and finished conditions affecting all of his work and plan his work 60 mesh monel screen and shall be similar to Bailey JIOOB or approved equal. C.Electrical Supply. and more adequate coverage, the Contractor shall make such adjustments prior to 11 accordingly, furnished such fittings, etc., as may be required to meet such conditions. 2. The above mentioned equipment shall be turned over to the City at the conclusion planting. Adjustments may also include changes in nozzle sizes and degrees of arc Electrical connections for any and all automatic controllers shall be made to electrical as required. 11 Drawings are generally diagrammatic and indicative of the work to be installed. The of the project. Before final observation can occur, evidence that the City has 3. All pressure main line piping between the point of connection and the backflow 1. Ele work shall be installed in such a manner as to ovoid conflicts between the irrigation received material must be shown to the City of Rancho Cucamonga. preventer shall be installed as required by locat code. The Contractor shall verify point(s) of connection as indicated on the Drawings. 11 system, planting and architectural features, with the local governing body as to material type and installation procedures prior 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten 1.04PRODUCT DELIVERY, STORAGE AND HANDLING to start of construction. Submit shop drawing for approval. 2. Connections shall be made at the approximate location(s) shown on the Drawings. (10) days after notification by the City. 2. All work called for on the Drawings by notes or details such be furnished and The Contractor is responsible for minor changes cause by actual site conditions. installed whether or not specifically mentioned in the specifications. A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, (.Check Valves: 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in 3.031NSTALLATION designated on the Drawings. 3. The Contractor shall not willfully install the irrigation system as shown on the a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending 1. Swing check valves 2` and smaller shall be 200 pound W.O.G. bronze construction Drawings when it is obvious in the field that obstructions, grade differences, or or a concentrated external load at any point. Any section of pipe that hos been dented or with replaceable composition, neoprene, or rubber disc and shall meet or exceed A.Trenching: 5. Rain Bird EFB-CP valves will be set per manufacturers specification so that each discrepancies in area dimensions exist that might not have been considered in damaged will be discarded, and if installed, shall be replaced with new piping. Federal Specification WW-V--51D, Class A. Type IV. lateral operates at design pressure. engineering. Such obstructions or differences should be brought to the attention of 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe the City of Rancho Cucamonga. In the event this notification is not performed, the 1.05SUBSTITUTIONS 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread to on even grade. Trenching excavation shall follow layout indicated on the Vesting of Irrigation System: Contractor shall assume full responsibility for any revision necessary. inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve Drawings and as noted. A. If the Contractor wishes to substitute any equipment or materials for the equipment or shall be field adjustable against drowout from 5 to 40 feet of head. Anti-drain valve 1. The Contractor shalt request the presence of the City of Rancho Cucamonga in 1.03SUBMITTALS materials listed on the Drawings and Specifications, he may do so by providing the following shall be similar to the Valcon "ADV" or approved equal. 2. Provide for o minimum of twenty-four (24) inches cover for all irrigation lines writing at least 48 hours in advance of testing. installed under paving or hardscaping. information to the City of Rancho Cucamonga for approval: A.Materiol list: and, •J.Control Wiring: 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch a 1. Provide a statement indicating the reason for making the substitution. Use a separate 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines prove watertight. 1. The Contractor shall furnish the articles, equipment, materials, or processes specified I sheet of paper for each item to be submitted. f. Except as noted otherwise, connections between the automatic controllers and the of three (3) inches or larger in diameter. by name in the Drawings and Specifications. No substitution will be allowed without electric control valves shall be made with direct burial copper wire AWG-U.F. 600 Note: Testing of pressure main lines shall occur prior to installation of the electric prior written approval by the City of Rancho Cucamonga. 2. Provide descriptive catalog literature, performance charts and flow charts for each volt. Control wiring installed in control wire conduit within structure shall be made 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of control valves. item to be substituted. with AWG-TW solid copper wire. Pilot wires shall be a different color wire for each two and one half (2r") inches or smaller 2. Complete material list shall be submitted prior to performing any work. Material list automatic controller. Common wires shall be white with a different color stripe for 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds shall include the manufacturer, model number, and description of all materials and 3. Provide the amount of cost savings if the substituted item is approved. each automatic controller. Install in accordance with valve manufacturer's 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. per square inch and proven watertight prior to paving. equipment to be used. Although manufacturer and other information may be specifications and wire chart. In no case shall wire size be less than #14. different, the following is a guide to proper submittal format: B. The City of Rancho Cucamonga shall have the sok responsibility in accepting or rejecting 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace any submittal item as an approved equal to the equipment and materials listed on the 2. Wiring shall occupy the some trench and shall be installed along the same route as joints and repeat lest until entire system is proven watertight. Item No.DescriptionManufocturerModel No. Drawings and Specifications. pressure supply or lateral lines wherever possible. 7. Refer to City Standard 120 'french Repair" when within City streets susceptible to 11 1. traffic loads. 5. All hydrostatic tests shall be mode only in the presence of the General Contractor and 1 Backflow Preventerfebco825-Y-BV 1.06GUARANTEE 3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together the City of Rancho Cucamonga. No pipe shall be bockfilled until it has been 2Automatic ControllerCalsenseET1- -DR at intervals of fifteen (15) feet. B.Backfilling: observed, tested, and approved in writing. 3Master VolveCloyvalI36-ACSKC A. The guarantee for the irrigation system shall be made in accordance with the attached form. " 4Etc.Etc.Etc. The General Conditions and Supplementary Conditions of these Specifications shall be filed 4. An expansion curl shall be provided within three (3) feet of each wire connection. 1. The trenches shall not be backfilled until oil required tests are performed. Trenches 6. Furnish necessary force pump and all other test equipment. with the City prior to acceptance of the irrigation system. Expansion curl shall be of sufficient length at each splice connection at each electric shall be corefully backfilled with the excavated materials approved for backfilling, Irrigation submittal must be specific and complete. AN items must by listed and control valve, so that in case of repair, the valve bonnet may be brought to the consisting of earth, loom, sandy clay, sand, or other approved materials, free from 7. When the irrigation system is completed, perform a coverage test in the presence of should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of B. A copy of the Guarantee form shall be included in the operations and maintenance manuol. surface without disconnecting the control wires. Control wires shall be laid loosely large clods of earth or stones. Backfill shall be mechanically compacted in the City of Rancho Cucamonga to determine if the water coverage for planting areas manufacturer's literature (catalog cuts) are required as submittal information. in trench without stress or stretching wire conductors. landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. is complete and adequate. Furnish all materials and perform all work required to C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the Backfill will conform to adjacent grades without dips, sunken areas, humps or other correct any inadequacies of coverage due to deviations from the Drawings, or where 3. The Contractor may submit substitutions for equipment and materials listed on the following information: 5. All splices shall be mode with Scotch-Lok #3576 Connector Sealing Packs, Roinbird surface irregularities. the system has been willfully installed as indicated on the Drawings when it is Drawings by following procedures as outlined in Section 1.05 of the Irrigation Snop-Tile wire connectors., or approved equal. Make only one splice with each obviously inadequate, without bringing this to the attention of the City of Rancho Specifications. GUARANTEE FOR IRRIGATION SYSTEM connector sealing pack. 2. A fine granular material backfill will be initially placed on all lines. No foreign Cucamonga. This test shall be occomplished before any ground cover is planted. matter larger than one-half (<) inch in size will be permitted in lite initial backfill. 4. Equipment or materials installed or furnished without prior approval of the City of We hereby guarantee that the irrigation system we hove furnished and installed is free from defects 6. Field splices between the automatic controller and electric control valves will not be 8. Upon completion of each phase of work, the entire system shall be tested and Rancho Cucamonga may be rejected and the Contractor may be required to remove in materials and workmanship, and the work has been completed in accordance with the Drawings allowed without prior approval of the City of Rancho Cucamonga. 3. Flooding of trenches will be permitted only with approval of the City of Rancho adjusted to meet site requirements. such materials from the site at his own expense. and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair Cucamonga. or replace any defects in material or workmanship which may develop during the period of one year K. Automatic Controller: 3.07MAINTENANCE 5. Approval of any item, alternative or substitute indicates only that the product or from date of acceptance and also to repair or replace any damage resulting from the repairing or 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, 11 products apparently meet the requirements of the Drawings and Specifications on the replacing of such defects at no additional costs to the City. We shall make such repairs or 1. Automatic controller(s) shall be of size and type shown on the Drawings. lawn, planting, or other construction are necessary, the Contractor shall make all A The entire irrigation system shall be under full automatic operation for a period of seven (7) basis of the information or samples submitted. replacements within a reasonable time, as determined by the City, after receipt of written notice. In required adjustments without cost to the City. days prior to any planting. the event of our failure to make such repairs or replacements within a reosonoble time after receipt 2. Final location of automatic controller(s) shall be approved by the City of Rancho 6. Manufacturer's warranties shall not relieve the Contractor of his lability under the of written notice from the City, we authorize the City to proceed to have said repairs or replacements Cucamonga. C.Trenching and Bockfill Under Paving: B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. guarantee. Such warranties shall only supplement the guarantee. made at our expense and we will pay the costs and charges therefore upon demand. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be 3.08CLFAN-UP B.RECORD DRAWINGS: PROJECT: automatic controller location is to be furnished by others. The final electrical hook- installed, shall be backfilled with sand (a layer four (4) inches below the pipe and six up shall be the responsibility of the Contractor. (6) inches above the pipe) and compacted in layers to 95% compaction, using manual Clean-up shall be mode as each portion of work progresses. Refuse and excess dirt shall be removed 11 1. The Contractor shall provide and keep up-to-date a complete record set of blueline LOCATION: or mechanical tamping devices. Trenches for piping shall be compacted to equal the from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on ozolid prints which shall be corrected doily, showing every change from the original L. Electric Control Valves: compaction of the existing adjacent undisturbed sal and shall be left in a firm the work of others shall be repaired to its original condition. Drawings and Specifications and the exact installed locations, sizes, and kinds of SIGNED: unyielding condition. All trenches shall be left flush with the adjoining grade. The equipment. Prints for this purpose may be obtained from the City of Rancho 1. All electric control valves shall be the some size and type shown on the Drawings. Contractor shall set in place, cop and pressure test all piping under paving prior to the 3.09FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE Cucamonga at cost. This set of drawings shall be kept on the site and shall be used ADDRESSED: paving work. only as a record set. 2. All electric control valves shall have a manual flaw adjustment. A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga PHONE: DATE OF ACCEPTANCE: 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic at time of final observation. Any Mems deemed not acceptable by the City of Rancho 2. The Contractor shall make neat and legible notations on the record drawing progress 3. Provide and install one control valve box for each electric control valve. driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, Cucamonga shall be reworked to the complete satisfaction of the City of Rancho 11 sheets daily as the work proceeds, showing the work as actually installed. For PART 2 - PRODUCTS11 it shall be done and replaced by the Contractor as a part of the Contract cost. Cucamonga. example, should a piece of equipment be installed in a location that does not match M. Control Valve Boxes: Permission to cut or break sidewalks and/or concrete shall be obtained from the City the plan, the Contractor must indicate that equipment has been relocated in a graphic 2.01 MATERIALS of Rancho Cucamonga. No hydraulic driving will be permitted under concrete B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has manner so as to match the original symbols as indicated in the irrigation legend. The 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-128 with paving. received all accessories, charts, record drawings, and equipment as required before final site relocated equipment and dimensions will then be transferred to the original record A. General: Use only new materials of brands and types noted on drawings, specified herein, green bolt-down cover or approved equal. Extension sleeve shall be PVC with observation can occur. drawing plan at the proper time. or approved equals. minimum size of six (6) inches. 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. 3.10SfTE OBSERVATION SCHEDULE 3. Before the date of the final observation, the Contractor shall transfer all information B. PVC Pressure Main Line Pipe and Fittings: 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Corson '' from the "record drawing" prints to o septi mylor or similar mylor material. Industries 1419-126 with green bolt-down cover or approved equal. DAssemblies: A The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance Arrangements shall be mode through the city for obtaining said sepia mylor or 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. for the following observation meetings, according to the time indicated: similar mytar material. All work shall be in waterproof India ink and applied to the 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. mylor by a technical pen made expressly for use on mylor material. Such pen shall 2. Class 315 pipe shall be mode from on NSF approved Type 1, Garde !, PVC Carson Industries # 608-12 with green flex-lock cover or approved equal. Install lines (and various assemblies) in such a manner as to conform with the details 1. Pre-Job Conference - 7 days be similar to those manufactured by Ropidogroph, Kueffel do Esser, or Faber Castell. compound conforming to ASTM resin specification D1784. All pope must meet in the Drawings. The dimensions shall be made as to be easily readable even on the final controller requirements as set forth in Federal Specification PS-22-70, with an appropriate 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within 2. Pressure supply line installation - 24 hours chart (see Section C). The original mylor "record drawing" pian shall be submitted standard dimension (S.D.R.) (Solvent-weld Pipe). on-grade landscaped areas. Carson Industries # 1419-12B with green boft-down 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own to the City of Rancho Cucamonga for approval prior to the completion of the cover or approved equal. outlet. 3.Loteral line and sprinkler installation - 24 hours controller chart. 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints. 5. Use 10" x 10-1/4* round box for all quick coupling valves instahed within on- 3. Install oil assemblies specified herein in accordance with respective detoil. In 4. Automatic controller installation - 24 hours 4. The Contractor shall dimension from two (2) permonent points of reference, such as structure landscaped areas. Corson Industries No. 910-12B with green bolt-down absence of detail drawings or Specifications pertaining to specific items required to building corners, sidewalk edges, rood intersections, etc., the location of the 4. Schedule 40 pipe shall be mode from NSF approved Type 1, Grade 1 PVC compound cover or approved equal. complete work, perform such work in accordance with best standard proctice with 5. Control wire installation - 24 hours following items: conforming to ASTM resin specification D1785. NI pipe must meet requirements prior approval of City of Rancho Cucamonga. as set forth in Federal Specification PS-21-70. N.Sprinkler Heads: 6. Pressure supply line and lateral line testing - 48 hours 11 a. Connection to existing water lines. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before b. Connection to existing electrical power. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to 1. All sprinkler heads shah be of the some size, type, and deliver the some rote of installation. Installation and solvent welding methods shall be as recommended by 7. Coverage test - 48 hours I 11 c. Gate valves. ASTM test procedure D2466. precipitation with the diarneter (or radius) of throw, pressure, and discharge as shown the pipe and fitting manufacturer. 8. Final observation - 7 daysd. Routing of sprinkler pressure lines (dimension max. 100' along routing). on the Drawings and/or specified in these special provisions. 11 e. Sprinkler control valves. 6. Solvent cement and primer for PVC solvent-well pipe abd fittings shah be of type 5. On PVC to metal connections, the Contractor shah work the metol co►nections first. 11 f. Routing of control wiring and locations of all splice boxes. and installation methods prescribed by the manufacturer. 2. Spray heads shall have a screw adjustment. Teflon tope or approved equal, shall be used on all threaded PVC to PVC, and on oilB. When observations have been conducted other than the City of Rancho Cucamonga, show g. Quick coupling valves. threaded PVC to metal joints. Light wrench pressure is oil that is required. Where evidence in writing of when and by whom these observations were made. h. Stub-outs for future connections. 7AN PVC pipe must bear the following markings: 3. Riser units shall be fabricated in accordance with the detoils shown on the drawings. threaded PVC connections are required, use threaded PVC adapters into which the i. Other related equipment as directed by the City of Rancho Cucamonga. pipe may be solvent welded. C. No site observations will commence without "As-Built" record drawings. The contractor a.Manufacturer's name 4. Riser nipples for oh sprinkler heads shoff be the same size as the riser opening in the shall not call for a site visit without "As-Built` record drawings, without completing 5. On or before the date of the final field observation, the Contractor shah deFver the b.Nominal pipe size sprinkler body. E.Line Clearance: previously noted corrections, or without preparing the system for said visit. corrected and completed sepias to the City of Rancho Cucomonga. Delivery of the c.Schedule or class sepias will not relieve the Contractor of the responsibility of furnishing required d.Prese rating in P.S.I. 5. NI sprinkler heads of the some type shah be the some manufacturer. 1. All lines shah have a minimum clearance of six (6) inches from each other and CONCRETE SPECIFICATIONS sur 11, information that may be omitted from the prints. e.NSF (National Sanitation Foundation) opproval twelve (12) inches from lines of other trodes, with the exception of the control wire f.Date of extrusion 0. Sleeving: sleeve(s) which shall be installed adjacent to pressure supply line. PoroNel lines 04 PART 1 GENERAL C.Controller Charts: not be installed directly over one another. 8. AN fittingsshah bear the monufocturer's name or trademark, materia mon, 1. Sleeving under hordsc or areas for mainline, lateral lines or control wW 1.01 Description TYY designation, DATE DESCRIPTION OF REVISION APOVEQ 11 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before size, applicable I.P.S. schedule and NSF seal of approval. shall be Schedule 40 P.V.C. or approved equal. F.Automatic Controller Assembly: For concrete information refer to the Standard Specifications for Public Works Construction (Green E] controller charts are prepared. ,I� C.PVC Non-Pressure Lateral Line Piping: P. Vandal Resistant Controller Enclosure: Install as per manufacturer's instructions. Remote control valves shall be connected to Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well C 1 T Y O F RANCHO C U C A M O N G A 2. Provide one controller chart for each controller sequence. ow controller in numerical sequence as shown on the Drawings. as any other sections related to the installation, per and post installation of concrete work, materials, 1. Non-pressure buried lateral line piping shah be PVC Schedule 40 with solvent-weld 1. Controller enclosure shah be of size or►d type shown on the Irrigation Drawings and labor, and clean-up. The Standard Specifications for Public Works Construction is available from: 3. The chart shall show the area controlled by the automatic controller and shall be the joints when installed in planting areas. Irrigation Detail sheet. G.High Voltage Wiring for Automatic Controller: maximum size which the controller door will allow. Ell Building News 2. Non-pressure lateral line piping installed under paved areas sholl be PVC Schedule 2. A backboord shall be secured to the controller enclosure housing to provide a base 1. 120 volt power connection to the automatic controller shah be provided by the 3055 Overland Avenue �+ 4. The chart is to be a reduced drawing of the actual installed system. However, in the 40 with solvent welded joints. for mounting the automatic sprinkler controller and terminal strip. Contractor. Los Angeles, CA 90034 LANDSCAPE ASSESSMENT DISTRICT event the controller sequence is not legible when the drawing is reduced, it shall be (310) 202-7775 enlarged to a size that will be readable when reduced. 3. Pipe shall be made from NSF approved, Type 1, Grade N PVC compound 3. A 117 volt duplex box shall be provided with on On/Off switch, and a 117 volt 2. All electrical work shah conform to local codes, ordinonces, and union authorities IRRIGATION SPECIFICATIONS conforming to ASTM resin specification D1784. All pipe must meet requirements receptacle. Metal conduit shall run from the 117 volt supply to the controller having jurisdiction. 1.02Scope 5. The chart shall be a black line or blueline ozolid print and a different color shall be set forth in Federal Specification PS-22-70 with on appropriate standard dimension housing. All power within the housing shall be properly phased. TRACT NO. 15531 used to indicate the area of coverage for each station. ratio. H.Remote Control Valves: Furnish and install all concrete work complete as indicated on the drawings or as specified, 4. A terminal strip shall be provided, cleanly indicating the proper points of connection including, but not limited to the following: 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements for of all appropriate wiring (station valves, master valve, common, central control). 1. Install where shown on the Drawings. Where grouped together, allow at least twelve non-pressure latero) line pipe and fittings shall be the some as for solvent-weld (12) inclines between odpcent valve boxes. Install each remote control valve in o A Furnish and set all reinforcing steel, bolts, and anchors. If pressure main line pipe and fittings as set forth in section 2.O1B of the Specifications. 0. Miscellaneous Irrigation Equipment: separate valve box. APPROVED QY1DATE I f UMDL�RGROUND SERVICE ALERT B. Install all items required by other trades which are to be cast into concrete. �nNDSc�F CITY ENGINEERA.�, / R.C.E. O. 24953 D.Brass Pipe and Fittings: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation I.Flushing of System: T equipment. C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable. Q�� �N B . tp DESIGN ' "" RE ENDED CALL: TOLL FREE 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal 1. After all new sprinkler pipe lines and risers are in place and corrected, all necessary ~c`o,`2P ��cy axe ST �,t /-f f Specification #WW-P-351. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. diversion work has been completed, and prior to installation of sprinkler heads, the .kP � S.T.E. Z LANDSCAPE ARCFFTECTS 9-( o \01 O) control valves shall be opened and full hood of water used to flush out the system. 2. Fittings shall be red brass conforming to Federal Specification #WW-P-460. a DRAWN I'iir . LOWCAn ARCHrrECTM SHEET i 4 m 2. Sprinkler heads shall be installed only after flushing of the system has been >* I �, * S"T.B. IRRIGATION coN3[JLTAN'rS �0 OF ' OE.Copper Pipe and Fittings: accomplished to the ccmplete satisfaction of the city of Rancho Cucamonga. a.a - 1.Pipe: Type K, hard tempered. s��rF OF CAI.�E���\P CHECKED 'a�� sol DRAWING NO. 11 TWO WORKING DAY* BEFORE YOU DID 2.Fittin s: wrought copper, solder 'alit type. S.T.B. (naoe) 798-749d r�� stir-e2s6 �3�' L CA Lc. No. 2726, Io) No. 468 SHEET__La__ OF __L3__ PLANTING SPECIFICATIONS PART 1 - GENERAL 3.01 Scope of Work: 5.06 Installation: 1.01 Scope of Work: A. Provide all materials and equipment, and perform all work necessary for and incidental to Plant ground cover and bedding plants in moist soil and space as indicated on pions. the soil preparation and finish grading of all planting and lawn areas as shown on plans, as Contractor shall provide all materials, labor and equipment incidental to and necessary for reasonably implied, or as delineated in the specifications. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the Soil moisture shall be such that soil does not crumble when removing plants from container. Specifications as follows. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. Regrode planter areas after planting, to restore smooth finish grade and to insure proper surface 1.02 Standards: C. Cleaning and finish grading of planters areas and planting areas. drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin immediately after mulching. (Grading shall accommodate the All work and materials shall comply with governing codes, safety orders, standards, and regulations, 3.02 Topsoil: mulch) and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. 5.07 Protection: 1.03 Ouolity Assurance: B. Topsoil imported to site for use as fill, bockfill in planters and mounding, shall be sandy Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. textured. Silt plus clay content of this soil shall be no greater than 15% by weight. The A. All Contractors performing Site Development work, must be licensed in accordance with the boron content of this soil shall be no greater than 1 part per million as measured on the PART 6 - WEED ABATEMENT lows of the State of California. saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be 6.01 Scope of Work: B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors submitted to on agronomic soils testing laboratory, approved by the project Landscape and Material Suppliers expected to be employed during the course of construction. Architect for analysis prior to use. Result of testing to be delivered to City for approval. Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as Soil test to include analysis and recommendations. reasonably implied, and as delineated in the specifications. C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction Contract. The amount of insurance shall be 3.03 Soil Amendments: 6.02 Quality Assurance: determined by City. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished A. The Applicator of all weed control materials shall be licensed by the State of California as D. Prior to start of site development work, the Contractor shall notify the Landscape Architect by the Contractor a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses and City to give starting and completion dates. Contractor shall also supply the Landscape that are required. Architect and City with the name and telephone number of the person in charge of the work. 3.04 Soil Preparation: B. All materials and methods must conform to Federal, State, and Local Regulations. 1.04 Responsibilities and Coordination: All work on irrigation system shall be complete and inspected for recommended approval and, fine grading completed, prior to rototilling and prior to soil amendment work. 6.03 Submittal: j A. Permits: The Contractor shall obtain and pay for all permits and inspections required by If governing authorities for the work to be performed. After rough grades have been established, prepare all lawn and planting areas by tilling or cross Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the Landscape Architect/City a list of the weed control materials and quantities per acre intended for use B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on site, except for areas that are to be sodded, in which oil rock and debris more than 1" in diameter in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control the plans at the site prior to commencement of any work under this contract. The Contractor shall be removed. Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and shall verify the location and depth of all underground utilities prior to start of work. City data to demonstrate the compatibility of the weed control materials and methods with the Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area intended planting and seed varieties present. }, C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for temporary utilities such as water, electrical power and gas as required by him for the each 1,000 square feet of planting area: 6.04 Responsibility and Coordination: construction of the project. Temporary services shall be coordinated with the City and other contractors on the job site. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. A. Landscape Contractor is responsible for the erection of all signs and barriers required to 200 lbs. of Gro-Power or approved equal. prevent intrusion into the treated areas and to notify the public. D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference points and elevations required by him, and shown on plans for proper The above soil conditioning ore minimal qualities only and should be used only for bidding purpose, B. No material or methods shall affect the landscape planting or hydroseed germination. No execution of site construction. because soil conditions may change drastically from the time these specifications were developed material or method shall render the job site unusable for more than 10 days from date of to the time the actual soil conditioning take place. Therefore, the Contractor shalt obtain his own application. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be by him for the construction of the project. All temporary traffic barriers and detours shall conducted by an approved Agronomic soils testing laboratory approved by the project Landscape 6.05 Non-Selective Herbicides: conform to all conditions required by the City or governing authorities. Architect and City. Copies of the soil test to be provided during the Pre-construction job conference. I Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the 1.05 Defective and Unoutho6zed Work: 3.05 Finish Grading: Pest Control Advisor) N All work which is determined by inspection to be defective in its construction or deficient in any of After rototilling operations ore complete, grade areas to establish finish grades for planting. All flow 6.06 Selective Herbicides: the requirements of the plans and specifications, shall be remedied or removed, and replaced by the lines shaft be maintained and proper tolerances shall be met after settlement at the end of the project Contractor at his own expense in a manner acceptable to the Landscape Architect and City. maintenance period. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) 1.06 Inspections: Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 6.07 Weed Eradication: The Contractor shall arrange for inspections by notifying the Landscape Architect, City and 3.06 Coordination: governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shall If in the opinion of the Pest Control Advisor, perennial grosses and weeds existing in the planting be as listed below, but not necessarily in this order. Only the inspection pertaining to the project Weed abatement work shall be coordinated with the installation of the irrigation system rototilling areas will require control prior to removal, spray these areas per Pest Control Advisor's scope of work will apply: and soil amendment work, and planting. (See Weed Abatement section). recommendations. Rough Grading. PART 4 - TREES AND SHRUBS A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious Drain Lines and Catch Basins. materials from planting areas. Irrigations (main line pressure, coverage do system operations test). 4.01 Scope of Work: Soil Preparation and Finish Grading. Allow herbicide to kill oil weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below Plant Material (delivery do placement). Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on Moms, the surface of the soil. Physically remove all weeds from the site. Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. as reasonably implied and as delineated in the specifications. i Final Inspection (after maintenance period) 7 days. PART 7 - LANDSCAPE MAINTENANCE 4.02 Products The contractor shall arronge a Preconstruction job conference with the Landscape Architect and City A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" 7.01 Scope of Work: a minimum of seven (7) days prior to the beginning work. established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery is followed. Provide all materials, labor and equipment necessary for, or incidental to, performing all 1.07 Guaranties: maintenance requirements as reasonably implied or as delineated in the specifications including, but B. Condition - Plants shall be symmetrical, typical for variety and species, sound, heathy, not limited to the following: A. Plant Materials: All trees, shrubs, ground cover, bedding plants and lawn shall be guaranteed vigorous, free from plant disease, insect pests, or their eggs, and shall have heathy, normal from date of final acceptance of landscape construction for periods as follows: root systems, well-filling their container, buy not to the point of being root bound. Plants Maintain all plants and planted areas. shall not be pruned at anytime, and in no case shall trees be topped. Keep planted areas free of weeds and debris. Trees 24" box do larger 1 year Prune trees and shrubs. Trees 15 gal. do smollert year C. Trees and shrubs sholl be growing at a recognized nursery in accordance with good Fertilized all plants and planted areas. Shrubs All sizes120 days horticulture practices and shall be of the size and caliper normally associated with the Irrigation. Ground Cover120 days container size specified on plans. Removal of all tags, labels, nursery stakes and ties from Insecticide spraying. Beddi Plant 120 days all plant material prohibited until the approval of the Landscape Architect or City. Lawn Tsod) 120 days 7.02 Fertilizers: Lawnseed)120 days from first mowing D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size tocarry out the intent of the planting plan will not accepted and will be replaced at A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Guarantees begin after the project acceptance by City and at the end of the 180-day Contractor's expense. Controlled Release Nitrogen, as designated herein, or approved substitute as required by the maintenance period. Landscape Contractor shall replace and plant all materials which have died Agronomic soils report. Available from Gro Power (909) 393-3744. within the time span stated above, at no cost and within 5 days from receiving written notice from E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15- the Landscape Architect or City. If dead material is not replaced and planted within the 5 day gollon) shall have been grown in containers for at least one (1) year, but not over two (2) B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur period, City may replace dead material with new material and charge the Landscape Contractor for years. and shall be registered as an agricultural miner, with the State Department of Agriculture in all expenses incurred. compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. F. Substitutions - Substitutions for indicated Mont material will be permitted provided the B. Construction Materials: The contractor shall guarantee all workmanship and materials for substitute materials ore approved in advance by the City, and are made at no additional cost 7.03 General: all site development, for a period of one year from date of final acceptance of project. to the City. Except for authorized variations, all substitute plant materials shall conform to the requirements of these specifications. Maintenance shall start immediately after landscape irrigation and planting. 1.08 Material and Labor Releases: G. Plants Not Approved - Plants not approved ore to be removed from site immediately and Maintain all plants and planted areas on a continuous basis as they ore installed during the progress Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and replaced with suitable plants. The City reserves the right to reject entire lots of plants of the work, and continue to maintain them until final acceptance of total project. Replace any dead materials releases for all work performed under Site Development. represented by defected samples, or dying plants as directed by the Landscape Architect and City representative. 1.09 Disposal and Clean-up: H. Stake all trees, as per details immediately after planting to prevent wind damage. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a heathy condition. Irrigation system run-off shall be kept to a minimum. Remove all waste materials (inclu(fing excavated material classified as unacceptable soil material), I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first Damage to irrigation system resulting from maintenance and equipment and/or mointenonce trash and debris generated or encountered during the course of landscape construction, and legally established and allow at least 7 calendar days prior to instollation of said lawns or ground personnel, shall be restored to its original condition at no cost to the City. Failure of any port dispose of it. During the course of the work, remove surplus materials from the site and leave cover to provide for thorough watering of trees. All planting holes shall be excavated as of the irrigation system shall be brought to the attention of the City. No repairs other than premises in a neat and clean condition. Clean up and remove all remaining debris and surplus defined on appropriate details. emergency repairs shall be accomplished without written permission from the City. materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the inspector. 4.03 Sal Amendments: B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. PART 2 - EXECUTION Soil amendments shall be as recommended in the Agronomic soils report The Contractor may elect to remove such concentrations of weeds manually or by on 2.01 Protection: 4.04 Trees Stakes: approved herbicide program. Keep all plant material delivered to site in a healthy condition for planting. Plants shah not be allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable Tree stokes shah be lodge pole pine tree stakes. See tree stoking detail on plans for further C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and material until planting. Balled and burlopped plants shall hove root boll covered with moist sawdust, information. as may become necessary thereafter by an approved method of pest control, to keep ah plants wood chips or other suitable material until planting. and planted areas free of insects and disease. Method shah be reviewed by the City prior to PART 5 - GROUND COVER AND BEDDING PLANTS any applications. Pest Control shall include Gopher control. 2.02 Installation: 5.01 Scope of Work: D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of Detailed layout of plants within the planting areas shall be performed by Contractor and approved maintenance program and continue to prune plants as directed or as may become necessary by the Landscape Architect and City prior to planting. Provide all materials and equipment and perform all work necessary for and incidental to into" until the end of the maintenance program. all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the specifications. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as following mixture: necessary to achieve and overoll even appearance. Exterminate gophers and moles; repair 5.02 Bedding Plants: damage. Native, On-Site Sal with rock no greater than 3" in diameter Gro Power Plus, 5-3-115 lbs/cy Perennials and Annuals: Provide heolthy container grown Monts from a recognized nursery, and of PART 8 - ACCEPTANCE OF PROACT Iron Sulfote2 lbs/cy the species and variety shown on plans. 8.01 General: (To be used for bidding purposes only, verify with Agronomic Soils Test.) 5.03 Ground Cover: Upon completion of installation, a mointenance period of a minimum of 180 days for all landscaped areas After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow Ground Cover: Provide ground cover of the species shown on plains. Ground cover shall be is required prior to final acceptance of the work by the City. The Commencement date for the maintenance P thorough water-in and establishment. estoblished and well rooted in flats or similar containers. period shall commence upon written approval for all phones of planting installation by the City Public works DESCRIPTION OF REVISION DATE Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. APIO�EO Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. 5.04 Mulch: Berms in turf areas to be removed prior to City acceptance. A. Two inspections shall be made that affect the establishment period: The first after ON CITY OF RANCHO C U C A M O N G A Mulch: Shall be of compacted wood chip fiber. plantings have been completely installed in order to approve the beginning of the PART 3 - SOIL PREPARATION AND FINISH GRADING establishment period, and the second at the end of the establishment period. H plantings are 5.05 Coordination: not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. A. Do not have plants delivered to the job site until site conditions ore ready for planting. If planting is delayed, keep plant roots moist and place in a sheltered location protected from B. At termination of establishment period all plant material shall be live, healthy, Undamaged, LANDSCAPE ASSESSMENT DISTRICT the sun, wind and other damaging elements. and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and PLANTING SPECIFICATIONS B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to free of weeds. TRACT NO. 15531 bedding plants and ground cover planting. UNDERGROUND SERVICE &LERT APPROVED QYs ' , DATE/ CITY ENGINEER4R.C.E. NO �Ar�Dsc,�, 24k$4 CALL, TOLL FREE � h T e ,aer STB P DESIGN RE NDE "xp s.TJL LANDSCAPE ARCHRECTS I-Q000� s � � DRAWN � � ,tet. ' LVOscAPt uRCHrfEcnM SHEET O 4 4 9 3 3 * IRRIGATION CONSULTMM I, tet. S.T.B. L-7 OF 7 _ f� sTq� 2725 O���r CHECKED } = DRAWING NO. TWO WORO�IPIO DAYS BEFORE YOU DIO OF CALF (M) m e6 '.°9ov S.T.B. CA Lie. No. 2'726, Lic. No. 466 16 .3 l SHEET_13__ OF J3__