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HomeMy WebLinkAbout1686-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS MR . KEN WUH SUMMIT GLEN INC . FOR STREETSCAPE ON 1028 WESTM I N I STER AVE. AVEML)e K �� MVA X lCK11 IC NORTH OF CI 111 AA AIT A \ /III r_% V ENUE- ALHAM B RA, CA 91803 I f_\ V L. . I — — 626/300 - 3398 TRACT LANDSCAPE MAINTENANCE DISTRICT NO. 7 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. 07 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L—� C S � WILSON 24TH ST. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TITLE I LE 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-2 IRRIGATION AND PLANTING PLAN PROJECT J DAMAGE INSURANCE AS REQUIRED BY LAW. 00 LOCATION 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-3 PLANTING ,IRRIGATION DETAILS 11 SUMMIT AVE. 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 6• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-4 DETAILS AND NOTES V j RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-5 SPECIFICATIONS 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HIGHLAND AVE. HAVE BEEN APPROVED BY THE CITY ENGINEER. 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT W WIDE FLAT AREA AT THE TOE OF SLOPE. Ci3 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT C1 O ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER N.T.S. COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. VICTORIA ST. 10- APPLICATION 0 OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE Q E A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE1 — DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 438 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE MAINTENANCE 8 WIDE X 6" DEEP 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 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. E INSTALLED PER THE MAINTENANCE RESPONSIBILITY MAP 14. PURL* PLANTNIN I ACCORDANCE WITH Y—MAITANED TREES SHALLBCITY STANDARD PLANS FOLLOWING CRITERIA: CONSULTANTS * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. TOXICITIES* ANY UNUSUAL * ALL PUBL C TREESARESUOBJECT TO INSPECTION NUTRIENT I NAND BACKFILL ENGINEERING IDIVISION. DETERMINED BY THE CITY INSPECTOR. LANDSCAPE ARCHITECT CIVIL ENGINEER MAItVTENANCE RESPONSIBILITY AREA * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ED SIRIBOHDI CROUSE/BEERS & ASSOC. 320 NORTH STO N EMAN AVE. U N IT B 17000 HAM N ER AVE SUITE 104 ALHAMBRA, CA 91801 NORCO , CA 91760 SHEET L-2 626/308 - 0502 909/736 -2040 o OT 4 LANDSCAPE QUANTITIES N.T.S. r"CA117 o O O I IT LOT 3 4054 TOTAL S.F. OF NON—TURF LANDSCAPE AREA 4 J TRACT 420 — 1 TOTAL S.F. OF ROCKSCAPE AREA _— 2,558 $ 3261 DESCRIPTION OF REVISION DATE CITY TOTAL S.F. OF SIDEWALKAPPROVED. LOT 2 TOTAL S.F. OF ALL AREAS 5819 _ wl TOTAL ACRE 0.13 �-' '� CITY OF RANCHO CUCAMONGA NU O O 3 8l-VE A'S� /! E ar TOTAL AL STREET TREE 28 TITLE SHEET � l �-+ LANDSCAPE ARCHITECTURAL PLAN FOR or I Botanical Name Common Name Size Quantity V i gL�'R.Rsis AVENUE Rhus Lancea African Sumac 15 GAL. 28 TRACT 14120-1 S[�u T-AVENUE ... _ — APPROVED BY: ' DATE: sCMg CITY ENGINEER t/' �_) rZW RCE: 74953 � DESIGN F. � _�-E.., A � RECOMMENPM v n �!�� -+ `� �D SIRIBOHDI 10-31-02 DRAWN LANDSCAPE ARCHITECT SHEET �•� 320 N. Stoneman Avenue Unit B Alhambra. CA 91801 L_� 5 626/ 308-0542 OF CA��� CHECKED DRAWIN R.LA '2721NO t ES DATE �/-20'40 FILE NO b� NO. _ SHEET OF FLOW SENS012 1� ' A-2 X81 �.R. I to �CKf LOW FPE1�'ENTEP, -- 2 2 Plk 55U PE RI=GU LATO R gl_�JE�7R XERISCAPE ASSESSMENT SYSTEM SUMMARY 190.c. TO RN EY AVENUE I" uva-r>✓� Nt�T� � � POINT CLAIMED REFERENCE q+bo — — �io+o0 — — X1,00 � I. LANDSCAPE (POINT VALUE) 15+00 14+00 6025 T yIr y'll 1. WATER CONSERVING PLANTS (20) 20 1/L-2 4/1 Iy11 - -- 4' _ _ C im 2. TURF LIMITED TO 45% (20) 20 2/L-2 _ _ _ - res ? _ 3. PLANTS GROUPED BY WATERING NEEDS (10) 10 3/L-2 _ �. r.�, ,�.�. r r. •r. ,..K. r- �. ..�., -�• ..1.. 4. LOW-WATER TURF VARIETIES (5) 5 4/L-2 r N 3/4 "� 3/4` 3/4" 3,4 5. SOIL AMENDMENTS (5) 5 1/L-3 1p l TOTAL POINTS CLAIMED: (MIN. POINTS REQUIRED: 60) 60 A-5 it. A-4 qOZ It. A-6 qq A-1 A- PROPERTY WALL I MA157 R C6NTKOL- II. IRRIGATION (POINT VALUE) 'so4eq sq �5Taq.ft. 3 looq scl.ft. VA LV Z 4. 0. 14• 19• 3• EOUSTRIAN FENCE S�oTAT10N AUToMgTIG 1. LOW GALLONAGE IRRIGATION (20) 20 1/L-2 (REFER TO CIVIL ENS. PL, 1l�1gGATrON CONTRd-LBFt 2. AUTOMATIC CONTROLLER (20) 20 2/L-2 3. DESIGNED TO WATER PLANTS BY WATERING 10 3/L-2 rI NEEDS (10) CONTRACTOR TO SUMN(E ALL MAINLINE AND 4. FLOW SENSORS (10) 10 4/L-2 AND CONTROL KRF5 TPAT PA-%UNDER HAFOSCAPIN6 TOTAL POINTS CLAIMED: 60 (MIN. POINTS REQUIRED: 60) t IRRIGATION PLAN x SCALE: 1 " = 30'-0" TM MATMAL LEGEND PLANTING AREA 1 2 3 4 STATION PER EACH VALVE SYMBOL NUMBER— Al Q H VARIES MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS CITY STD. DETAIL N0. 16180 SF O VALVE SIZE— �" CALSENSE 8 STATION MODEL ET-1-8 DR TP 110-TP-1 WITH ANT 1 ANTENNA PORT IRRIGATION CONTROLLER INSTALL 522 15.0 aRAINI3IRD 1$06-5AM- RQg-6- W1 PA'8o AnApT P, 1.0 30 2 FT. INSIDE A STRONG BOX ENCLOSURE, MOD. NO. SB-24-SS/120V —GALLONS RAIN BIRD 1812-SAM-PRS-8Q,H, VAN .20,.40,.70 30 6 FT. 539 - PER MINUTE NOTE : CONTRACTof� TO MINIMIZE OVERGrIRRf TWKGUGH U5E Or pC'S GaCR CNS AS t1IR1aCTEP 9`( CIT`( 516 T-585-70-66 (1 1/2" OR SMALLER) 2" USE WATTS 403-RT-RW SERIES 516 M❑ P.O.C. T' WATER METER, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE O CALSENSE CALSENSE FM SERIES (1 1/4") VALVE DESIGNATION GUIDE FEBCO 825-Y-A-BV 1" R/P BACKFLOW PREVENTION ASSEMBLY W/STRONG BOX ENCLOSURE, MOD. NO. SBBC-45-AL 517 WILKINS 1-1/2- WILKINS SERIES 500 WATER PRESSURE REGULATOR m N/A 120 VOLT ELECTRICAL POWER PROVIDED BY SCE, VERIFY ACTUAL LOCATION IN FIELD/DEVELOPER TO PAY WATER METER INFORMATION O RAIN BIRD 33DNP QUICK COUPLER VALVE 535 ALL FEES. POINT OF CONNECTION TO EXIST. ( WATER APPROVED (LATERAL LINE) PVC PIPE SCH.40, SIZE AS SHOWN, MIN. 12" COVER 532 RAIN BIRD EFB-CP PRS-B SERIES BRASS REMOTE CONTROL VALVE, SIZE PER PLAN 520 METER. THE CONTRACTOR SHALL INSTALL WILKINSSERIES #500 AND SET PRESSURE TO 83 P.S.I. SUPERIOR 3100 NORMALLY OPEN DIAPHRAGM GLOBE VALVE(MASTER) SIZE 1-1/4" 520 APPROVED (MAIN LINE) PVC PIPE SCH.40 FOR 1-1/2" AND SMALLER; CLASS 315 FOR PIPE 2" OR LARGER 532 SIZE AS SHOWN, MIN COVER 18" SYSTEM MAX. DEMAND 21(-G.P.M. SYSTEM MAX. PRESSURE DEMAND P.S.I. AVAILABLE WATER PRESSURE 195 SOURCE: RANCHO CUCAMONGA WATER 909)987-2591 O INFO. FROM: RICHARD OAXAZA DATE:11/ 1 /fort XERISCAPE POINT CALLOUT IRRIGATION NOTES 1. ALL LATERAL LINES SIZE NOT SHOWN SHALL BE 3/4" DIAMETER 2. LOCATE IRRIGATION CONTROLLER BEHIND SIDEWALK. FINAL LOCATION SHALL BE - -- DETERMINED BY THE CITY REPRESENTATIVE. 3. AUTOMATIC CONTROLLER SHALL BE CONNECTED FROM 110 V. POWER. POWER TO BE SUPPLIED BY SCE. 3LUEURASS STREET L154-IT (TYP.) ,fA NLE" AVENUE _ _ _ _ 21 NAN DOM 1'7 NAN DOM _ _ _ 24 ROS. OFF. ROCK5CA (T"(P) _ q+oo 22 NAN 0+00 DOM 20 ROS. OFF. 6 11 12 13+00 I'1 NAN DOM 1400 + 28 RHU LAN + ± + F;X +tr It 14 TU CURB (TYP) ± 14 TUL VI ,.. ,rte.ir,• . .' ..�. .:' - ' - yo} 'SC. - - COUNTY OF CITY OF ROPER TY WALL + + + + + + + + + + ' -'x~;:., r'a <_, _ .� - - - - -- -- SAN BERNARDINO RANCHO CUCAMONGA R/IN _ /W BOULDER (TYP.) L I 33 LAV AUG15' TYP. 33 SAL GRE A ANOSCAPE -- - - - - 11 EASEMENT _QP€F� L EGO!UEST. 1 L 1 I& TUL V I O - PLAN �J' ' S b PRIVATE EQUESTRIAN TRAIL CONC. CURB (TYP.) SIDEWALK 3'1 PAR. TRI. 4 LAN 'DWARF YELLOW' ------------ L—.4 LO 1 LOT 2 LOT 4 P.E. = 1557. 1 P = 1 4 LOT 3 P.E. = 15 78. 0 E 56 .2 P.E. = 15 73. 1 Typical Street Section A—A - AVE. NO SCALE X 4 PLANTING PLAN- x SCALE: 1 " = 30'-0" OF IFV790N DATE cffy VED PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY REMARKS SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY REMARKS CITY OF RANCHO CUCAMONGA TREES VINE IRRIGATION and PLANTING PLAN A PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 37 015' O.C. o RHUS LANCEA AFRICAN SUMAC 15 GAL. 28 020' O.C. GROUNDCOVERLANDSCAPE ARCHITECTURAL PLAN FOR SS LOG aaAss A Hr4li tit-�t�- SHRUBS ROSEMARINUS OFFICINALIS ROSEMARY 1 GAL. 44 ®6, O.C. TRACT 14120-1 F L_ LANTANA 'DWARF YELLOW' LANTANA 1 GAL. 14 ®EACH VINE POCKET PROSTRATUS, APF'f10Y®BY DATE 0�11 O LAVENDULA AUGUSTIFOLIA ENGLISH LAVENDER 5 GAL. 33 04 O.C. ROCKSCAPE PER CITY STANDARD DETAIL N0.542 CASE N0. 1 SCdp CITYENC►� "L - �� RCE 49�5� ? E 0. z 7.9 DE90N ® NANDINA DOMESTICA NANA 5 GAL. ®2 O.C. a 3 ED SIR 77 IBOHDI ES i V n .i Lrt�l\LSIi t1r SALVIA GREGGII RED NCN 5 GAL. 24" » �%�• E ARCHITECT � 55 ®4 O.C. BOULDER 1- 36 DIA., 1-30 DIA., 1 -24 DIA. io-3i-o2 DRAWN 320 N. Stoneman Avenue Unit B SHIEFF-T WHE1&E WUI.DEMS ARE *MOWN, ONE OF EA.SIZE Xoc4e, SHALL M U5ED. � ,� ES Alhambra. CA 91801 TULBAGHIA VIOLACEA SOCIETY GARLIC 5 GAL. 30 ®2 O.C. o" LAGATtoNS13URIt:D p1=R CITY M5P6c-ra}c. -,za 626/ 308- 5 L-2 OF 5 ALL PLANTING AREAS TO RECEIVE 4 THICK OF COARSE CHIPPER MULCH. l � CHECfC® R.F OF CA��� ,, Q p �AN���Q E3 Expires 10-31-02 a '� G SHEET—OF— TO SPRINKLER - ANGLE PIPE TO 24" STRONG BOX MODEL No: STRONGBOX ENCLOSURE BACKFLOW PREVENTER SPECIFIED DEPTH WITH 45' ELLS SB-24SS/120V MODEL SNO. SBBC-45-AL ASSEMBLY SCH 40 PVC MALE ADAPTOR 4' THICK MULCH LAYER HI-POP SHRUB HEAD BODY SET TO O NIPPLE - TYPICAL SCH 80 PVC UNION "SNAP-TTTE" WATERPROOF 1/4' ABOVE FINISH GRADE (4) PUKES BRASS OR PVC NIPPLE CONNECTORS OR EQUAL FINISH GRADE RAIN BIRD 33 DNP WITH PURPLE ELECTRIC CONTROL VALVE RUBBER CAP - SUPPLY ONE KEY NOTE: WHA N PER 12 QCV'S INCLUDING HOSE ENCLOSURE 10 BE GROUNDED PER S SWIVELS. STRUCTURE OR BLUE PLASTIC VALVE BOX LOCAL CODE. GROUND ROD TO BE NIPPLE ? MARKED "IRRIGATION RCV' _I =_ HARDSCAPING INSTALLED R INSIDE ENCLOSURE ON (CARSON OR EQUAL) -I I-III-III III-III- EPDXY FILLED WATERPROOF W ETCHED WITH CONTROLLER FINISH GRADE - INSTALL IN FRED 6" THICK X 12" WIDE a 9 _I I IE (�-III II I CONNECTOR OR EQUAL a� AND VALVE SEQUENCE _ PLANTER BED ONLY K CONCRETE PAD (LENGTH VARIES Z 7:11 I-I I rI I I I I I=1 I I= PIG TAIL EXPANSION BRASS WYE STRAINER PER SIZE/MANUFACTURER) 6" MIN FINISH GRADE -I I I=I I I I I=III 18" MAXIMUM FINISH II I I IRRIGATION CONTROLLER LOOP (MIN.24" LONG) WITH 60 MESH ap SLOPE TO DRAIN AT MINIMUM M t -�� _ MONEL SCREEN ZX I ' -) I�I I III GRADE FINISH GRADE Z I i . ,i.;).�i.��.;► I I I I 3'-6' X 3'-6' X 6' CONCRETE PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL UNION SIDEWALK IIIA I I I I-III ' ♦ • MIN. I I I I Zz FOOTING INSTALL A MINIMUM OF EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS >r PVC SLEEVE , -III III -III-I I I�-III III-III-I �I '�'jITT 3' ABOVE GRADE AND SLOPE LOCKING LID. PUCE AT GRADE IN k `;!` ! ` ! REQUIRED FOR Z MOISTURE I 1=1 I T =I =III=� I I:111-1 11= - TOP TO DRAIN AT MINIMUM OF 2x. ' r. .°. SENSOR 1= I-III- I I 11=1 I=1 1= TURF AREAS AND 3" ABOVE IN '` '"'� ?! •`"! _ '! ` !:' PIPE THROUGH - � "! '• � % e° REQUIRED SCH 40 BRASS 90° ELL PLANT BED. CONCRETE PAD a WHERE SCH 40 BRASS NIPPLE 12" _ I_III=1 _ NIPPLE - TYPICAL -III I I I I I (I I�I I-1� COMMON WIRE/CONTROL WIRES IN PIG TML EXPANSION ac III-III 11 11-I I-I I I ,� 3E 3" PIG TAIL EXPANSION 3' SCH.40 PVC CONDUIT. LOOP (MIN.24' LONG) �c � (SITE ) FROM WATER SOURC - (2) PLACES LOOP (MIN. 24" LONG) j SCH 40 BRASS 90° STREET ELL STAINLESS STEEL ON zM SCH 40 PVC MALE z ( SCH 40 BRASS NIPPLE - SCREW CLAMP 120 VOLT WIRE IN RIGID STEEL I 6" BLUE OD I SIOX COMPACTION I I- ADAPTOR FLOW 1 BRASS ANGLE 24" LONG MINIMUM (3) PLACES CONDUfT (per LOCAL CODE) 900 SWEEP ELL OF 14 !> REQUIRED ' ID _ 1 VALVE W/UNION TO POWER SIDE OF CABINET (TYP•) WIRES - �f. E• I - - ND 3" 3/4' WASHED °D SCH 80 PVC 90' STREET ELL 4 REBAR STAKE 10" 16 RED - `: - '`a•°o'P _i CRUSHED AGGREGATE k24' LONG) ART I ANTENNA _ MASTER CONTROL METER ' ' • ' ' 4V HEAVY DUTY WEATHER - RESISTANT FILLED X. __PORT EPDXY BLACK VALVE ;'• •w; i.; LINE TO SYSTEMS !`d pF 'd'.°o�F p 8 FLFi o f� PHOTO AS REEOUIRED PER ELECTRIC SWITCH FOR ® PER CITY AND CALCENSE�REP. FLOW METER D1A11E7FR SAME PER CCWD STANDARDNCRETE THRUST S CK TYPICAL (4) PLACES SCH BO PVC NIPPLETNON-PRESSURE 0' STREET ELL 90H 40 PVC STREELL PLANS.SIZE AS FLOW CONTROL & COMMON WIRESMETER SIZE IGID PIPE AND RELATED FITTINGS SHALL BE PER UREWAEIETER SAME SM CUCAMONGA COUNTY WATER DISTRICT STANDARDS. -_-- --- _.:____, ING MARLEX 90' STREET ELL �� ER MO� NOMAS FLOW METER SIZE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO -- -- PER PLANS. LATERAL LINE SCH 80 PVC NIPPLE REFER TO STD NOTES: CONSTRUCTION. TYPICAL (2) PLACES TO CONTROLLER 1. INSTALL PER LOCAL CODES. ANTI-DRAIN VALVE AS REQUIRED SECURITY LIGHT MINIMUM DISTANCE DOWNSTREAM OF 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY BRASS NIPPLE TIMER REWIRED PER UNINTERRUPTED PIPE (5X DIAMETER STRUCTURES OR HARDSCAPING. Pte. FINISH OF FLOW METER SIZE) SCH 40 PVC SXSXT TEE NOTE: 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) PRESSURE SUPPLY LINE 1. LOCATE HEAD 2' TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, PRESSURE SUPPLY GRADE I I I I B' � R00 MINIMUM DISTANCE UPSTREAM OF MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: AND EDGES OF LAWN. LINE FITTING FOR SECURITY 40 CONDUIT MIN. UNINTERRUPTED PIPE (IOX DIAMETER 4. ORIENT UNIT PARALLEL TO STREET. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. USE TEFLON TAPE ON ALL MALE THREADS. WIRING. I I I I 1 2% 120 VOLT WIRE N RIGID OF FLOW METER SIZE) 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. PRESSURE SUPPLY UNE ,. STEEL CONDUIT (PER a3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE ':� 0 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. LOCAL CODE) COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. •' DISIMILAR METALS. , 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. b 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER o 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY. a ,., WHEN MAINLINE IS 3" OR LARGER. a VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA b CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA •APPROVED BY, STANDARD PLAIN n APPROVED BY, REDUCED PRESSURE STANDARD PLAN n APPROVED BY- REMOTE �ON1�pOT >�.*1� FLOW METER INSTALLATION REM CONTROL AL WITH STANDARD PIAN APPROVED BY STANDARD PLAN �o DROVED BY STANDARD PLAN 11 ED BY STANDARD PLAN _ 516 _ BACKFLOW PREVENTER _ E I-POP SHRUB SPRAY Q� COUFVNG oA'V9 w1TS ��' CONTROLLER ENCLOSURE 617 SHUT-OFF VALVE & UNION 620 _ 539 � _ STAK9 - FOR NON-TM ARRAs _ - TYPE A 522 CITY ENGINEER DAT USE WITH WITH STANDARD wrwiwms F'OR PUBLIC WORKS CONSTRUCTIONs CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 LITY ENGINEER S CITY ENGINEER S SHEET 1 EF 1 DATE USE WITH STANDARD SPEti1FICJ.TgNS FOR PUBLIC WORKS CONSTRUCTION DAT USE WITH STANDARD SPECIFICATONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER SHEET 1 OF 1 CE. SHEET 1 OF 1 SHEET 1 OF 1 .CE. SHEET I. DF lAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION --- � C.E.CSHEET I OF I RCE 249 3 RC.E. 24953 � L.E qw NOTES: R ^ 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND STORM DRAIN/UNDERGROUND 1111111171M PARALLEL UTILITIES BCR 1. SLOPE IN TURF AREAS: TO PREVAILING WIND. 3. STAKE TREE PERPENDICULAR o. BETWEEN CURB AND SIDEWALK t v N b. BEHIND SIDEWALK/TRAIL - 2%SAIL - 2X TO 5:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE �IjPERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL W E MIN. 2. SLOPES IN SHRUB/GROUND COVER AREAS: Z SIDEWALK UTILITY o. BETWEEN CURB AND SIDEWALK/TRAIL - 2X b BEHIND SIDEWALK TRAIL - 2X MIN. TO 3:1 MAX. - , J ONE HALF OF SPACING SIDEWALK/ TRAIL_ S.L. - � I 1 A _ = I OCC SIONAL SLOPE VARIATIONS OF UP TO 2:1 WI PERMITTED I-III-III- S UMIT OF PLANTER AREA REQUIREMENT V j ( )IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED N THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. III-I III-I I_ TOP TIE M BE PLACED AS TIGHTLY COMPACTED 3' BERM TO FORM CURB AND GUTTER METER _ LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN. UI 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE I- T eLJ� TDP OF STAKES BELOW * * MIN. MIN. W BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. 4" WOOD CHIP MULCH. Z� -III I I III NOTN 50 LOW AS TO L WIN HEAD OF TREE WHERE TOP OF ROOTEALL TO � N I-I I I SUPPORT OR ALLOW SPECIES GROWTH RABAT PERMITS. EXTEND 2" ABOVE CLEAN BACKFILL - SEE THE HEAD TO DROP. MAIN TRUNK FINISH GRADE SPECS. FOR MATERIAL. (2) SETS OF CINCH TIES SPACED 24' 1ty I=I 90% COMPACTION REQUIRED APART, ATTACH WRH GALVANIZED II SCREWS TO 6 LODGE POLES. R W - O - Z UI -III I I- 2" DLODGE POLE PINE STAKES SIDEWALK � � Z I-I 12" MAX. WITH WOOD PRESERVATIVE STAIN. FH NON-PRESSURE LATERAL LINE: DRIVE A MINIMUM OF 6' MATO - - _- DRIVE S.L. SCH. 40 SNAKE PIPE IN L94DISTURSED SOIL AND POSITION = J ' APPROACH STAKES OUTSIDE ROOT A _TRENCH VN- - ARBOR YARDS. IN TURF AREAS AND I Boor BALL - E U 5FRONT 5 CURB AND GUTTER 5' 10' 10' PRO III PRESSURE SUPPLY UNE: - 0 SCH. 40/CL. 315 SNAKE TOP OF TO ��D 2 MIN. MIN. >fc IN. MIN. U/�/0 PIPE IN TRENCH = PLANT Orr nD BE (z) TIMES ,HE UNDERGROUND COV TIGHTLY COMPACTED 3' BERM TO FORM = _ - - WIDTH OF THE ROOT BALL STRUCTURE Nl9. £R J. WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. LOCATE TRANSFOCATCH RMER VAULT. TURF 5:1 Mgrs OUTSIDE PUBLIC R.O.W. -III-I CONTROL WIRES - BUNDLE OUTSIDE OF PLANT PIT. BERMS IN TURF I I I I- - I-I MAX. INSADJACENT O DTAPE AT 15' O.C. AND AREAS TO BE REMOVED PRIOR TO CITY TALL _ - ACCEPTANCE. NOTES: -I NOTE:PRESSURE SUPPLY UNE t II 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER NATIVE BACKFILL WRrH NO TURF, ND CO2X I.i III I=III ROCKS GREATER THAN 3' SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHr SHRUB AND GRO -� 6' TYP PROVIDE 6' MIN. OF SAND DIAMETER. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. VER BEDDING AND SHADDING 3. AT ALL LOCAL RESIDENTIAL/LOCAL UNDISTURBED NATIVE SOIL 2• WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR / OCAL RESIDENTIAL INTERSECTIONS PLACE 1st SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND WITHIN PUBLIC RIGHT-OF-WAY ROOT a NATIVE BACKFILL WITH No NOTES: FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY (SEE NOTES HEREON) 1 ROCKS GREATER THAN 3' DLA 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OWNED WATER & SEWER LATERAL LINES. NOTE: OF ROOT BALL. DO NOT CRACK ROOT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. LEGEND ARE ESTIMATES ONLY. a 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH NATIVE SOIL UNDISTURBED d ENGINEERING DIVISION. 01 3" AND LARGER 24" MIN. DEPTH 0 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY i TWICE ROOT BALL WIDTH ,o n STANDARD PLANS. CITY OF RANCHO CUCAMONGA, CALIFORNIAN CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ,p APPROVED ri, STANDARD PLAN 0 APPROVED BY, DOUBLE �� Rep�l�l STANDARD PLAN r,'COVED BY- STANDARD PLAN ep APPROVED BY' SHRUB AND GROUND COVBR STANDARD PLAN n APPROVED BY- i/DOUBLE TREE STANDARD PLAN n��D DYE STANDARD PLAN TYPICAL TRENCHING 6�2 _ 5 GAL - 24" BOX 602 _ CONTAINER PLANTING 60Q _ SPACING 608 TREE PLACEMENT 601 � ALLOWABLE GRADES S S - s 641 CITY ENGINEER DATE USE SIN STANDARD �� FOR M,g� r10�S � CITY ENGINEER DATE USE WITH STANDARD SPECIFlCATKONS FOR MNBIIC WORKS CONSTRUCTION CITY ENGINEER DATE IRE WRH STANDARD SPECR'ICATIONS f'OR PUMJC WORKS CONSTRUCTION CITY ENGINEER S SKEET 1 1 SHEET 1 OF 1 DATE USE WITH STANDARD SPECIFlCATONS FOR ►UBIK: WORKS CONSTRUCTION W CfTY ENGINEER DATE IRE WITH STANDARD SPECRICATIONS FOR RIBIK: WORKS S CRY ENGINEER .CE. ,C,E, ,C,E, SHEET 1 OF 1 .0 f. SWEET 1 OF 1 Nr .C.E. CONfSTRUCTION SHEET 1 OF I � C.E. DATE USE WITN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 LA CURD MORTAR. pLvS►N FLAT SIDE UP, C004LE! Ss't To I•, CASE 1 w/Cu IRS SIDEWALK pPyovE MNMT . . .. • v JNaN?S Tb R'EVE4 r MNNMUM CONCRETE BED coset_ES 4" OF COMPACTED WOOD CHIP ' UNDERNEATH COBBLESTONE MULCH. CASE 2 (LOCATE BOULDER _ MIN, SOL DEPTHHARDSCAPING (CONCRETE HEADER, PER PLAN)CONCRETE HEADER - 1/2' RADIUS EDGE of COBBLE AT CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE EXPOSED EDGES AND FINISH PER PLAN OOBBIESTONE 1IN LAWN (INSTALL AT GRADE LEVEL AT SWALE W'rBED CROSSINGS) ..` 12" 6N EE NOTE FINISH GRADE BED Nt CASE 3 - 24' r � r,.�►�.►. 2" MAX� MORTARED STONE SWALE Z , N I i�l I 1=1 I I �-k� I I�I I ISI .• �.E>><IN - - I=1 11=1 11=1 11=1 11=1 11=1 1=IJ= I `• ` I=I I I I III TTT ITT' MPACTEDDESCRIPT o�v ole REVISM Dam �' ;:► 7 .,.. 4' CONCRETE BED CONCRETE cuRe 3 RE-BAR CONTINUOUS NI�,DNE eETNEATH COBBLE W//3 BAR 'I I I-I I I-III- (UNLESS OTHERWISE INSTRUCTED) � SHOVEL CUT EDGE NATIVE SOIL AFPfTOVIR) 2' MIN. / 4' MAX. RAD. CURB GUTTER a a CITY OF RANCHO CUCAMONGA PLANTER AREA NOTES: PLANTING AND IRRIGATION DETAILS .4 a 4 C e 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SIDEWALK HARDSCAPE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. LANDSCAPE ARCHITECTURAL PLAN FOR JON AT ROfr ANGLES (TYP.) 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 3. MN. / 4' MAX. RAD. INTO EDGES AT GROUND COVER AREAS. f V A 1/CA 11 IC 6" PCC Mow CURB PER CITY STD. 534 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. BUR(qltpiz!4d- --- NOTES: 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. TRACT 14120-1 1. ROC(S M UNLESS OTHIERWRSE SPECIFIED, SHALL BE: NOTES: BOULDERS: MAX 3'0' - MIN. 2'0' 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION C088UMTDNB: MAX Ir - MAIN. r WITH ONE FAT sm JOINTS AT 20'-0" O.C. L BOULDERS POLL HAVE 1/3 EMBEDMENT, COBBLES 94ALL HNWE 2/3 EMBEDMENT 2. 8' WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 3. ALL SPACES IIETWEEIN STONES SHALL BE FRlm WITH CLASS' MORTAR. I PART CEMENT SC V�® DATE i To 2-1/2 PARTS SAND, 2000 PSI PORTLAND cE11ENT CONCRETE (No bWY-PAN3c' N5 ALLOWED) AP CITY ENMECIl i 7` ���� ui!{� RCE N0.04.53 4 A SAMPLE AIWA WITH N. 40 4 S HOCK WORK.K APPROVED BY THE CRY INSPECTOR. PRIOR TO �� 'O 2,9 C GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND �L PRIVATELY-MAINTAINED AREAS. 3. CONCRETE TO BE 520-C-2500 MIN. S. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. !� 6. ROCKS SHULL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND I CONTENT. `' ED SIRIBOHDI 7. CONCRETE CLASS 520-0-2500. u LANDSCAPE ARCHITECT CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA a o-3>-oz � n e ,} Dwawly 320 N. Stoneman Avenue Unite ShEFT n APPROVED BYE STANDARD PLAN ,p APPROVED BYE 1DTVIQID ���'fQT�?tA /'11D L1TiFBTB.7 STANDARD PLAN BYE STANDARD PLAN �y Alhambra. CA 91801 R[VER SIA llA�1: 1 T 1 GRANITE J} 626/ 308-05 L-3 pE 5 CONCRE'T'E HEADER 694 � MULCH INSTALLATION COB$L13STONES 642 _ 609 qlF OF C A`\E°�� � . 11r 112 1 CITY E]NCiINELITR DATE IRE WITH STANDARD SIPMIFICAT10NS FOIA PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CSE DIGI EER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 � I CITY C .ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOIA PUBLIC WOIM3 CONSTRUCTION SHEET 1 OF I 7793 Q N� CE Expires 10-31-02Es 5 I /„- Dote to I(/ SHEET OF 7PLPLANTING NOTES SPECIFICAT IONS CONTINUE FROM SHEET L-5 V, 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS 7.03 Generali D. Pruningr Prune all plants as designated and WHICH PREVENT INSTALLATION PER PLANS A z L S ND SPECIFICATIONS. CONTRACTOR SHALL BE directed vl by Landscape Architect, at start of RESPONSIBLE FOR REMOVING ,AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING Maintenance shall start Immediately after maintenance program and continue to prune plants 3 w AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION landscape Irrigation and planting, ns directed or as may become necessary until the SNAP-TITS WATERPROOF S m CONNECTOR OR EQUAL z end of the maintenance program. HARDSCAPIN - N HARDSCAPING(SEE NOTE 4 ROUND PLASTIC VALVE BOX dt 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, Maintain all plants and planted areas on a WIRE SERVICE LOOP (LOOP �`' COVER ETCHED "IRRIGATION GATE" PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS, continuous basis as they are Installed during the Remove trash weekly, Edge ground cover to ENOUGH WIRE TO EXTEND WIRE z (CARSON OR EQUAL) ��ia�.. Y� Sri. Tq... ?r�a<'-1r- Z progress of the work, and continue to maintain keep in bounds and trim top growth as necessary <} i. <..i •<. < ,, < . BUNDLE 6" ABOVE GRADE) c� 1i f�.<. !a-�. 3 CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, them until final acceptance of total project, to achieve and overall even appearance. }� ` �' <' � < RADE PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR AND Replace any dead or dying plants as directed by Exterminate gophers and molest repair damage. - - - - SPLICE BOX COVER WITH REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOING FACILITIES. the Landscape Architect and City representative. _ LOCKING TOP ETCHED "S.B' PART 8 - ACCEPTANCE OF PROJECT I-III I-III-III- 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTI❑N WITH THE A, Irrl ati n: Operate Irrigations s m on an -I I - -- - • INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVEestablished program to maintain all plants and 8.01 Generali (�I I III-III '° BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND AICEPARED AS planted areas In a healthy condition. Irrigation _ I I-III AT GRADE IN LAWN AREAS BALL VALVE - 1 1/2" S SMALLER WITH 3 IN PLANTER BEDS STAINLESS STEEL HANDLE SPECIFIED, AND THE WORKS APPROVf~D BY THE CITY, system run-off shalt be kept to a minimum. Upon completion of Installation, a maintenance I-) I I II Damage to Irrigation system resulting from period of a minimum of 180 days for all landscaped RESILIENT WEDGE - 2" OR LARGER WITH 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE maintenance and equipment and/or maintenance areas Is required prior to final acceptance of z - I I - CLEAN BACKFILL - SEE GATE VALVE 2" OPERATING NUT SPECS. FOR MATERIAL. EPDXY COATED ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE personnel, shall be restored to its original the work by the City, The Commencement date z _ 90% COMPACTION REQUIRED SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION, - I i condition at no cost to the City. Failure of any for the maintenance period shall commence upon � I I � part of the Irrigation system shall be brought to written approval for all phases of planting VALVE 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED the attention of the City, No repairs other than Installation by the City Public Works Inspector. PROVIDE 6- MIN. OF SAND LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE emergency repairs shall be accomplished without Maintenance period shall be adequate to verify I-I I BEDDING AND SHADDING 12" X 18" GREEN PLASTIC METER LANDSCAPE CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE written permission from the City. plant characteristics and establishment. -III _ BOX. CARSON OR EQUAL EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE 3' 3" CITY. B. Weed Controls Keep all planted areas free of A. Two Inspections shall be made that affect the '`1 °0 weeds and debris by cultivating areas at Intervals establishment period, The first after all -III . . . ' . . . . 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY, FINAL not to exceed 10 calendar days. plantings have been completely Installed In order -III-I III- _ QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED The Contractor may elect to remove such to approve the beginning of the establishment _ CONTROL WIRE SLEEVE PLANT SPACING REQUIRED, concentrations of weeds manually or by an period, and the second at the end of the I-IIIGe- SIZE PER PLAN INSTALL approved herbicide program, establishment period, If plantings are not - ADJACENT TO PRESSURE �d p;p is n,v 8, WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC acceptable at the end of the 180 day period, due -III-I I I- SUPPLY LINE i o-� d' LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS C. Pest Control: Spray all plants and planted to defective maintenance, then continue I-I I -I REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON, areas at beginning of maintenance program and as establishment until all work meets with the - _ may become necessary thereafter by an approved Specifications and can be approved. -I _ - - _ = PRESSURE SUPPLY LINE ar:ary io o 'o.o 9. CLEAN-UP SHALL TAKE PLACE ❑N A DAILY BASIS UNLESS OTHERWISE to keep all plants and I !6- SLEEVE - SIZE TWICEAPPROVED BY THE CITY, method of pest control, p p DL4METER OF PRESSURE planted areas free of Insects and disease, B. At termination of establishment period nil plant I I � I SUPPLY LINE Method shall be reviewed by the City prior to any material shall be live, healthy, undamaged, and TYP. Z24VOLT WIRES. TAPED AND 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSED ONLY. applications. Pest Control shall Include Gopher free of Infestation, Inferior plantings shall be BUNDLED AT 15 FT. INTERVALS FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST control. replaced and brought to a satisfactory condition NON-PRESSURE LATERAL 3/4" WASHED CRUSHED RECOMMENDATIONS (SEE SPECIFICATIONS), ROTOTILL THE REQUIRED before final acceptance of work will be made, All LINE SLEEVE - SIZE TWICE 2 CU. FT. PEA GRAVEL AGGREGATE BASE SOIL AMENDMENT 6' INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ,FT. areas shall be neatly raked and free of weeds. NOS: DIAMETER OF NON-PRESSURE NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4 CY. NITROGEN STABILIZED SAWDUST 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 120 LBS GYPSUM 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 125 LBS. GRO-POWER PLUS 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. b 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 11. LANDSCAPE AREAS SHALL RECEIVE 4' OF WOOD CHIP MULCH UNDER, ALL STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND • TREES AND SHRUBS AND BLEND INTO EDGES AT GROUND(❑VER AREAS, n STRUCTURAL SECTION). VALVE NUMBER. PURSUANT TO CITY STANDARDS AND DETAILS HEREON, GRADING OPERATIONS SHALL d CITY OF RANCHO CUCAMONGA, CALIFORNIA °' CITY OF RANCHO CUCAMONGA, CALIFORNIA b CITY OF RANCHO CUCAMONGA, CALIFORNIA ACCOMMODATE THE MULCH, CONTRACTOR SHALL a SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT, ap APPROVED BY- STANDARD PLAN w APPROVED BY STANDARD PLAN m APPROVED Br. STANDARD PLAN SHREDDED AVAILABLE IS MULCH F M L L BLE R❑ c INTRAVAIA ROCK AND SAND CO. 909-982-6713. VALVE TYPICAL SLL�EVIrTG 533 t _ 24 VOLT SPLICE BOX 540 _ - 3" or smaller 618 CITY ENGINEER �� USE WITH STANDARD SPECIFK ATKNIS FOR PUBLIC WORKS CONSTRVCTION SHEET 1 OF I W CITY ENGINEER DATE VSE WITH STANDARD SPECIFICATKNIS FOR PUKJC WORKS CONSTRUCTION 5 CITY ENGINEER DATE � WMH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIDN R.cE, 24953 K R.C.E. 24953 SHEET I OF I R.C.E. 24953 SHEET I OF I STAND ALONE CONTROLLER WITH ANTENNA ANT I ANTENNA PORT EPDXY FILLED LOCATED CONCRETE CURB OUTSIDE OF BOX, INSTALLATION&&CATION COAXIAL CABLE /� / SEE DETAIL 542 PER CITY AND CALSENSE w RQ4 r,v„ N07ES REPRESENTATIVE, PRESSURE CALCULATION `w, { CALSENSE CONTROLLER MODEL NO. PER PLANS NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS WATER METER SIZE 1��. INSTALL CALS>=1E II REQUIRED AT ALL POINTS OF CONNECTION, THE CONTRACTOR SHALL `- INS19 . GONDULETTV MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OFA F-- -P. ^-,-j ` ' 110 W1 v"p WP`J'IWX NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT STATIC PRESSURE HIGH 135 LOW 12°> ;��r. ' 'F �'��'C 120 VOLT DUPLEX-► CALSENSE HARNESS FOR COSTS AND INSTALLATION PROCEDURES. ' 1 OUTLET (GFCI) � JJ� � 'M ,�"°�� TYPICAL PSOURCE OF INFORMATION C,/�L.SEN�E- TP POINTS OF CONNECTION CONSIST OF A NEV WATER METER, ` 'TKNNSIEW'T FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY CUCAMONGA WATER DISTRICT (RICHARD OZXAZA) RESET ftOTWCTIGN 8bA1YD BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, PHONE NUMBER FOLLOWED BY A MASTER VALVE, ALL EQUIPMENT SIZED PER PLAN, 909/987-2591 INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, FIELD Y011gg„y MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL DATED OF INFORMATION L❑CATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. _I1/'112001 BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG _ �� . BOX (SB) SBBC-45 AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED REMOTE CONTROL VALVE A 5 SIZE 1 PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER MAXIMUM DEMAND 14 G.P.M. COBBLESTONE A- ti PLANTING ENCLOSURE MOUNT POSSIBLE, � �� � c, c"� � � � t� WALL AREA BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE ELEVATION OF HIGHEST HEAD PRESSURE AT RCV '3p P.S.I. > NOTES, STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. fA IPP A. 1. INSTALL CONTROLLER PER MFG, PRINTED INSTRUCTIONS AND PER LOCAL CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN PRIOR TO CONSTRUCTION, PAVED WITHIN ED AR A E S ARE FOR DESIGN CLARIFICATION ONLY AND SHALL QUANTITY SIZE ITEM P.SI, LOSS BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY 2, CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, 15' SEQUENCE OF REMOTE CONTROL VALVES, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL WATER METER J. 3. RUN ONE EXTRA WIRE (COLOR, ORANGE) TO FARTHEST RCV ON EACH FEATURES, BRANCH OF THE MAINLINE FOR FUTURE USE, PIGTAIL EACH ORANGE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON 1-1/4'PRESS, REGULATOR(FALLOFF) 3.00 WIRE AT THE ENCLOSURE, PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR, DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO 1'R.P, BACKFLOW DEVICE 13,00 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE THE CITY, CONTROL VALVES, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL 1-1/2'FLOW METER 0.80 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE b (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO 1-1/4'MASTER VALVE 0,50 SYSTEM PRIOR TO ACCEPTANCE, THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES, COBBLESTONE AND CONC. CURB AT PARKWAY m 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE, CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND 1-1/2' GATE VALVE (S) 3,00N.T.S Of VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO b CITY OF RANCHO CUCAMONGA, CALIFORNIA WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION 1~RCV ASSEMBLY 4.0 APPROVED BY- AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN CONTROLLER ASSEMBLY STANDARD PLAN (PCS) IN ALL SPRINKLER BEADS AT INITIAL CONSTRUCTION, /►/V�1 INSTA_LI.ATION - TYPE A 524 {.W 1-1/2'MAIN LINE 6r4, W CITY ENGINEER DATE USE WrTH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, MR.c.E. 24953 SHEET 1 of 1 250 IY'LATERAL LINE LOSS &,1215TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, TBE IRRIGATION CONTRACTOR SHALL FIELD ADJUST 5 .I THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF 0' 3/4'LATERAL LINE LOSS CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION S❑ AS TO FITTINGS LOSS (10 %) 3.2 PROVIDE PROPER COVERAGE, ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. ('*.6, X ,433 = 150) ELEVATION CHANGE (+ -) 150 INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON TOTAL SYSTEM L❑SSESI 26.0 EACH BRANCH PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATI❑N WIRING, IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PRESSURE TO OPERATE HEAD 30 PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) APPLIED FOR 8 HOURS A NIGHT/5 NIGHTS A WEEK BETWEEN THE HOURS OF 9100 P.M. TO 5100 A.M. ONLY ONE VALVE TOTAL PRESSURE REQUIRED(&:� + 15.0)= 71,3F✓ PER CONTROLLER SHALL OPERATE AT A TIME, DESG'RIPTIOIV OF FEV19101y DATE CV1� THE SYSTEM IS DESIGNATED FOR THE MINIMUM OPERATING PRESSURE AS LOWEST STATIC PRESSURE AVAILABLE I25 SHOWN AT EACH P❑INT OF CONNECTION. THE MAXIMUM DEMAND OF CITY OF RANCHO CUCAMONGA GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR PRE-SET REGULATED PRESSURE CIF REQUIRED) SQ P,S,I. SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20P,S.I. THE ATTENTI❑N OF THE CITY, PLANTING and IRRIGATION DETAILS AUTOMATIC CONTROLLER TO BE A CALSENSE ETI- S_ (STATIONS) -DR SET PRESSURE REGULATOR T090 P,S,I, CONCTRACTOR TO FIELD ADJUST (DIGITAL RADIO) WANT-1 ANTENNA PORT INSTALLED WITHIN A AS NECESSARY LANDSCAF ARCHITECTURAL PLAN FOR STRONGBOX (SB) 24 SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE, MOUNT THE ANTNNNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOUSRE L/A A 11 CV A 1/CA 11 IC PER MANUFACTURER PRIDR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATIONS OF THE ENCLOUSRE TO BE AS DIRECTED BY A 8ILAJ16tMASS REPRESENTATIVE OF THE CITY, A V. TRACT 14120-1 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE APPROVED BY DAM-/ C � CONDUCTORS AND SHALL BE RESPONSIBLE OF THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER , ELECTRICAL CONDUCTORS AND METER TO SC CITY 9lIC�ER vy RCE y1,tID ApB _ � Llfil\ � 24953 BE PROVIDED BY SCE COOR TED AN PA FOR Y TH 0 U2tyA D PAID ❑ B E DEVELOPER, 'o• 279 � DESIGN J, X14 ED SIRIBOHDI 7rIDED ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO - FINISH 3 � 94 LANDSCAPE ARCHITECT GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS, 10-31-02 DRAWN 320 N. Stoma. C Avenue Unit B n... ES ,,e CA 91801 ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED J �2,>:� ! z, 626/ 308-0502 L-4 OF 5 GSO RADE, OF THE TOP OF THE SPRINKLER HEAD IS 1/4' ABOVE FINISHED r'lF OF CAU����\ CkUC.�C ) .t+ �w DRAWM NO 17.7 7"3 &Z0.010 Expires 10-31-02ES - - IC/ SHEET OF A Trenching: � Binding Nees 4.02 Prodccb carpound confortrirg a AS1M ruin specification D17B4. N pope noel nest requirements a ad forth in Fdrd Spedficotion PS-22-70, with an appropriate 3055 Overlord Avenue ley pipe to an wen grads. Trenching aeorotim clad follow, tryout li died on the Los Angeles, CA 90034 A Nomenclature - Plant names indicated on the 6 owil conform the'Standard Plant Nares'eebbided by the Amercm Joint Committee m dArdard dhrthenion S.D.R) (Solvernt-weld Phpe). 1. Oig trenehea atrolght aid support pipe wntinuaudy m tootbom d trrhelh. (310) 202-7776 IioRiculure. Except for nomas covered thrnin, the edobfshed custom d the nursery 's folbwed. SPRINPI R RVATION SP£GfIGiT� 3. Prsesuro main time piping for sues 1-1/2'and a of doll be PVC Schelde 40 with sohent welded)Dkrb. Drowings and as noted. PARE i - GENERAL 2 Provide for a ndnkmxn d t"rAy-four(24) indwe cow fa•d krigo6on Ines h sic d adr pavig or hadscaprng. 1.02 4. Schedule 40 pipe shill be mods from NSF approv Type 1, Grode i PVC compound confonnirg to ASAI redo spseRleo6on D1785. N pipe must meet Scope B. Conation - Plods shad be eymrn ySterl typical for vIV.* orhd tpeeies, enol tithe p t of be fres ham plant pl rets no puts, n tihat rydi 1A1 DESCRIPTpN ,*lrements a set forth n fwdrd Speeificotion PS-21-70. and dill have healthy, nand root systems, wed-fNfirng sneir oontarer, buy not to the point d being root board. Plants doll not be pruned at anytime, 3. Preside for a minimum d -four 24 inches cover fr d d owlinp specNied, ire a ft but not Invited to the follow,in¢ and in no ooee slid trees be topped. twenty ( ) prexuxe soppy Ines d tfwet(3)indhor a kxger in iliometer. Punish and instal d oa,crete .orh rxamplete a kwdeatd m int a a A Scope d Mort I�i d labor, nets bae"to%, and makes voeeesaq to furnish and ketol ss krigd% Syden a sheen an int Drakgs 5• PVC solvent-weld IRNrgs shat be Schedule 40, 11-1 NSF approved corf inn,, to ASTM test procedure D24K 4. Provide for a miinkrnnn d end described herein. eightmen (18)inches cow tor d preescm soppy Anes d two and one hili (21/2' inches a emnoNer A Fumleh and est d reinfoncinq sled, !halts, and anc�hora. C. Trees and shnbe the to growing at o rocognized nwaaery in aeardanoe nrith good hatieviture prottita and shad be d ifs s@e and oolpr nhorrnoly b Solvent cenent and prknr fr PVC solvent-wall pips abd Rtingt the be d type and kntoAotim metlade Pimalbed by the manufacturer. with tM oontomer size specified on plan. Removal d dl toga, lwbels, nursery Jokes ad ties from d plant material prohibited add tM B. Stadardc N work and mxdaiob shol compy with gover 6 oodes, so" orders, standords and reguldlow, aril most the mhki our, requiminsrds d 5. Provide fr a ninimum d twelve (12) inches for oil nm-promm foes. B. katal! d itsrns required by other trades which ore to be cost into eonasle. approval d the tmdscape Architect or City. Us Standard Specifications Far Palade Worts Corebvction (Green Book) kneel edition. T.N PVC pips must bar Uhe following manixings: 6. Provide for a minrimum cover d awry plan�g Plan will nil eighteen (18) ihcho for all control whing. C. Cahade mar strips, footings for wab, fencing, posts, benches, etc., whene oppwdcoble. D. N plant material ddvered bo the sib dhowkg signs d domdge a ilsedse a le insufficient in sine b cud ss iwtent d the tA2 QUAUfY ASSURANCE d REQUIREMENTS a Manuhrium s none 1.OJ Prolactin accepted and wr7 be replaced at Controcta's expense. b. Nominal pipe size 7. Refer to City Standard 120 'french Repak'when within City efroets suecepb'ble to traffic loads. A Permits and Fest The Cadrodor did obein and pig for cry end d permits and d dowvdthm a re*lred. a. Scneeve ra Jae N finished concrete work shad be bonlaodd b E Sizes d Pkarb - Shal be a staled on t e Plan. Container stock 1 d Pressure "ting ih anon & Contractor did furrieh, place oil remove d of ban'cadess C�ontracttorshall be responsr'be fa a nplocemrd in cadoiners for d bort me (1) yea, but and ow two (2) yeas. (-� �� � is-geAon) shad taus bow+grown B. Marsifoehnsr's Dkectici Marsriachrers dnecfam ale debFed dnowkgs shad be fobwed in aN eases when Ue mariketwo d artielee cod In this a NSF (Nation! Sousion fuxnnddtiom) appovd or repair of the work shad be mode dUaut added cost to the C' . �� fumisn dkeetions f. Date d extrusion 1.The trencfww clad not be baickfiAd add all regalred leets are pefomsd. trenches dnaG lar cardu9j bosdtfAled with se eceowted nnateroie approved for M' covering Points not shown len the Drawings and Specifications. bockPdfarg, consisting d earth, loom, sally clay, sond, or other approved rtaterials, fres from large cods d earth or stance. BockfAl shall be mechonpcoly F. Substlu iom - Substhftim for indicated plant materld wil be pennItted provided flaw,snbetittde rtPatellats ane approved in 6. N fittings clad bear the nnwufocha t name r trademark material designation, size, applicable LPI adneduAe and NSF sed d appovd. compacted in landscaped areas to a dry dor ' equal to adjacent undisturbed woil in planting aeon. Boakf* wig conform to adjacent grades without dPm. sunken 1.04 Clean-up advance by the City, and am mods at nor aditional cast to the City. Except fa authorized variations, d substitute plant matrtale C. Ordnanar ad Regulationx N bed, nenicipal and slate laws, and Anes and ngnlatiova 9"ling ir raking to cry potion d this work ars hereby areas, humps or other surface irregularBes shad conform b the retyinenenh d!these specifications. ihwnporoted into and mode w pat d these SpecificotioiW ad thele prdvisarts shod be corisd oat M the Cadmcior. Anything corhbored n these Upon completion d d connate wort and before find aoceptarvice, the Contractor del remove all tools, scxplis mdriola apporahn, debris, etc. iron the G PVC Non-Preerxe Labral line Piping nitialy pbosd m ail Anes. No foreign matte larger thou one-tall (i/2) inch in size will be pemnitted in the initid Appoved - Fiords not appoved ane to be renavmd tram site iorheuAotely and repkaed with wuitabk plorits. The City 5pedficatiors shod not o a Part b txxnf S with arty d tle above rube, shall be , a requirements C Uva some nytinkr, alnn Nese those dtias 2 A fine granular material backfill cell bei site and the site doll be bit in a coon, root aonditbn acceptable a the City. G. Plants Not and Drawings call fr or dncribe motr!ao woilanariVip, or construction d a better quolty, higher stordad, or lager sin Nm b required by the above 1. Non-pressure burled Mrd Fnne piping shot be PVC ScMdnle 40 with solventt wild jokds when ksldld in plantig axes. backed. resrves the right to reject wdim bb d plants represented by defected samples. ruiw and regulations, the provisions d Nese Specifiootioro and Drawings dud type precedence.. PLANfANG SPECIFICATIONS H. Stake d tress, a per detail brinodkitey after pkxdtvq to prevent rod domoge. D. E�bratim d Drawkgr, 2. Ilan-pvesnve laird Ane pipkrg kstnAed rdr paved asa etwA las PVC Schedule 40 wi8n solvent wsided joinla. 3. Fboding d brutnu wAI be pemNhd oMy rRh appovd d the qty d Rancho Cucamonga PARE 1 - Gt]iERAL t. Dhs 10 Ura Scots d Uva Drarkvge, I le red poeebb to ndhcdte at offsets,1Rtlng atsevw, claw, wlieh mq las required. The Cahtroctr that oandtAy 3. Pipe siva be meds from NSF appia, Type 6 Orode 1 PVC oompond connfomdng to ASTM nein spseNicatIm Di784. N pipe mut meet requknmenb est d wd'usbrerds without cost a Ne be excavated defined m appropidte detdh. 9 d cow asa after finish gado ore fird esAoDAdned oil allow d lead 7 4. K settlemernt occurs and subsequent adjuetmenb In pips, valves, sprinkbr heads lawn. pkmtirg r othw wmtrvcHon ore the Cadraetor shad "oke 1.01 scope d Work: oabrdor days prior b kstaflatim d sad lawns or ground cover to provide for thorough watering d trees. N planting hobs shot Yvvertigote t e sbuctvxd and fawshed cold% o fecting d d his rate ad plan his work oceordnvgy, furnished such fittings, etc, a may be required b inrth n Fderdl Spedficotion Ps-22-70 w,nh on appropriate abondad dmsns m "tie. �� 1 r"h Contractor did provide ad materlals labor and e*Apment Inncidents to ad dor all nseesary eanpleUrg work a khdkeed m the drawings, a rwsandby mot such conditions. Drawings am generally drogrammotic and indicative d the work b be istalled. The work shot be installed in such a manner a to C.Trenching and Badcfid Under Pott wed, or a delineated in the Specification a follows. 4.03 Sol Amendments: avoid conf6eb between the krigation system, plantin and ardnNectural feahnes. 4. Except a noted in poravoplis 1. 2, and 3 d this sectio (2.018), d mquiminenb for non-peswre latero! Ine pipe ad Rtthgs shd be the some a fr 9 sxshient-well pressxe main line pipe and fittings a sol forth in section 2.018 d the Specificatias , 1. Trenches Woted u dr area where Sol amenftwits shot be a ism insnded In se Agronomic sale repot 2 N work edea for on the Draw,krge lad odes a detols such las fumishhrd old irshded wfneser a not specNkaAy nsntiorhed n Urs spxificatias. 1.02 Standardr pwvkg, asplaita ooncrets, a concrete sill be imkalled, alai! lar boekfiNd with sant (a !oyes lav(4) inndnat lacier the pips 0. Bums Pipe and Fltings: and six 6 inches above the and co n to 95X an, ud marnud a mecthorhicol devices. Treineho for ahoN be pipe) mpocted layers eompocY mi louping piping 4.04 Trees Stake: Nd krigalim sysMr Drawings Tod, own* governing cadre, ad* orders, standards, and regukdiors, ad mot the minimum 3. Tis Contractor shot not wiNfu instill se a shown m Ue wMn I b clavian n Us tick sat obstnhctims, dlfferrnces, N wok ad mwteriab shot nAh r dsaapancies n ace dimension exist that might nil have bon corsidei in agirovirig. Such obstructio s or diffren es should be bra M to the 1. Where inlicabd m the Drawings, ore fed brow screwed pipe ca lion irhg to Federal SpecAmtbn INM-P-351. �.ng gam• mpaciito d the ezietin�ja�and pressure test d l be�in o inn or gilding pavingan�N trarchee clad be oft flesh rilh For Public Works Construction Green Book Idol edibm. Tine rtako shot be the ad' m The Controator dhd set in DLPin9 D�9 D� Pa'^n9 negalremerdW d tie SAandad ( ) � D��terse stapes. see tree staldrg detd m plan for fiathrr infortrhotion. attention d Ne qty d Rancho Cum.,* . In the surd this notifxption is not performed, the Contractor shod oasume fol responsibility for any revision 2 Fittirge shot be red brow oondormil, to Federal Spr?fication iWW-P-460. 2. Generally, piping oder adelinq waft b dos by jocldnq, boring, or hyd"uk &ft but share any cutting or breaking d sidewalks and/or eonaele is 1.03 Quality Aeeuronce: PART 5 - GROUND COVER AND BEDDNO PLANTS necessay, I shod be dons and replaced by the Contractor a a part d the Contract cost Permission to cut or brook sidevii and/or concrete shill be 1.03 SUBMITTALS E Copper Pipe and Fittngr obtained from tM City d Rancho Cucamonga. No hydrouk driving wig be permitted under concrete poiN. A N Contractors prfonri, Site Deelopment work, must be Famed in aocerdance with the bas d tie Stab d Co forma. 5.01 scope d Wit A Metrial bt 1. Pipe: Type K, hard tsrnpend 3. Refer to City Standard 120 ?reach Repan'when within City sbmeb susceptible to traffic bads. B. Conhocto ehd provide the Landscape Architect and the City with a old d Subconhoeto s and Mohrfo! Supplem @)gwted to be oil* during t e Pnovldr d rrateiiah and equipment ad psifam d work rvocam I fr and kvcklydd to 1 wWig d Fou d cover and beddkg Course d constructor. plants, a elm on s, a , or defineated in the ons. 1. 1M Conlraebo►shad lavish 11s aUdat, s*Apm+ennt. netertak, a pmeeeeea egteNied by name in tle Orv.4rwq.axil SpeelNa6ons. tb aubsNhdion will be 2. �� wm,gnt coPDr, �►1�Anes• D.AwrnhbAes: Plein reasonably' irtvpFed epeeirxab aliened nithout rrRten t e d ncho pular approvd by Gly Ro Cuuarranga. C. Contractor shod obtain ad laeep in force PubFk LiobNRy ad Property Damages Insurance, during entire course d the Cirs6hxtion CmhoeL The wnooant 5.02 lleddirg PWonb 3 Joints dial be soldered with saw soldr 451 evr 1 SX 10% 241 Dopper, dune, cadmium, eoAdue et 11251 F, and d 11457 F. 1. d Ines a k,dcated m Ue b tela!Ano ark varohn oeeen,btea in d irnurarae shxst be determined Perenniah and Mnudr Provide condairer 2. Conpbte wratri Int did be submit prior b performing any work. Mate, id did Include the mmwfacturer, model cumber, and s Rdetkq spanker ngs. Drawings dhogromxnatk ( ) such o manner a b conform with by City. hsaRhy 9row,n plants from o recogrired rxxsry, and d the species and variety alhonrh m dwcviptim d d se ddorls in the Draw,irgs. pons. wateriab and men! F. GotWolves equip a be axed. Although nnorxulacturr aril eller irfomhation be d�tfrerent. the lea b submittal fomat D. Prior to stat d cite work the Cadraetir dud int Architect ark may kllowvrg 9� p� deve4opmerht rhotify lendacape qtY to 9hi'e da�^9�Completion dotes. Coxdraatir 2. Metall NO owemDAes in Arse. Provide each will its own ouNet. shot also tie Architect and with tie name and 5.D3 Ground Cover own No. Done Idiom YanAochnar Model No. 1. Bol Mdvss(11/2'ad smiler) l> 0es°"'� riPPIY Landscape City tekghore number d the preen in ground cover d the species shorn on plans. Ground tour shall be setabds! and wet eroded in Hots r diarge at the wok Ground cover: Provide 3. d iratol oweeemDAee specl'ied herds n acoondance wAh respective decd, n aloerae d detol drawings a Speelfieatias peRapnihq b specific items regwined to 1.04 RepeonstbAitiw ad Ccordmation: aimAo wrdoiners. 1 Back Pvsventer Febco 8Y5-Y-BV a Bol who shad be a 125 b SOP bnomze vale with threaded ends ad Ad be epulppd wM a Makdeo steal hands. Complete work perform such work in omrdance with bot standard practice with prior approval d City d Rancho Cucanwnga. 5.D4 Mulch: 2 Automatic Controller Colse nse ETt-8 -OR b. Bol wMs shall be Nbw T- 585-70-66 or A Permits The Contractor dad obtain and ford and ' Mulch: Shall be d compacted wood chip fiber. aDPr'r'ed � authortiea for the coat to be Pap pwmNs rspectiamt regclred lad 4overmm9 pfeAormed 3 Morbr Vale Superior 3100 RCV c. N Bol valves shad be installed per 6". 4. PVC pipe and fittings ,hal be throughly coined d dirt, dust, ad moidune bolas installation. kstdAation ad solvent welding methods shoN be a 4 Etc. recomrterkd by the pipe and fitting manufacturer. B. Existing Cori low.. The Contractor dad verify all conditions and drrensim shown m t e piano at the site prior to oortnrs om nent d a y work under 5.05 Coomfinotion: 5. On PVC to metal connections the Contractor A Do not have def mred to the sib until eke cadlimrs ahaN wok tho metol connection flus! Team tape a approved egad. shall be used m d threaded PVC b PVC, this wnt"ct The G>ntroctor dud verily the bcalim and depth d dl unddground utilities prig to tat d nark Pksks Ath � �Y�P��A• I Pbntm9 b�y'd, �D i� roots 2 ResRent Wd9r Cent vont (Y and lager) . h*% subs, mut be spedfk ad congbts. N lame mat by bbd wind should incksdt sehiwd primr, woe, Darnecim , voles, bo w, ste. No and on d threaded PVC to metal ' 'ts. ht wrench s all that s . yam Lig p,esae required. Whhere threaded PVC connectias are required, use threeded PVC adopters . moist enol ih i kilo whidh Ue be P� a shsilersd location from she sun. end ad other elements. capio d monufercturer't Atratuxe (catalog ata) ore nputned a eufanittal wnfornatan. a Resident Wedge Ooh when that be epoxy watt and egdppd with a r operatnq nut. pipe may sohront welded. C. Temporary Ub'Aties: The Contractor alae!! appy for ark pay d cat neared for d twrpaary ab'Abes such a war, el.etr;wt power ad gar a f d0R10gimg 3 a rthahriob iwdolld b. RW d Wedge Gate valves slid be No. 403 RT-RW a supplied by Watts or approved equal. City ad other cardrocton on the ' ski E*lpnent a fumiehed wNhout pion appall d to Cly d Rancho Cucarnmige may be rejected ad to Cu ill-lir may be a N Resident Wed Gate valves "I be installed E Lin Clearance requ,d by him for the oonetruxtan d int project. Temporary srvkes dhd be coondndted rich tM )ch B. Sol piepa toil and fors grading dal be an0eted and trees ad drubs ivdaNed to required to remove such materials from the sits at his own opens. ger pr detail. G. Qulek CotupFrg Ydvss control coke shop ora i o�� odd slaw, (6)irsfia iron each Fm Pndlt Anes(shot i t!tlhaste ohm In d other b the exception d the D. om on, lonsf ce Pont enol io of sit The Contractor i reeponaibb fa setdbAshirg all survsyw, rnfereince P� �� Dib� �� oowa pointe ad ebvotiom ,quhed bl him, aril Db^tx+9' 4. Appova d wry item, ohte native or eAetilute iniladw ony that the product or products apparrdly mut the req,lromsnb d the Drarkngs and )aced pratsuro suPPy ilxecty dawn m plan fa proper execution d site construction. 5.06 kstddotion: Specification on the basis d the itormation or sanpka submitted. 1. Quick coupling valves slid leve o brow, two-piece body desgrhed for working pressure d 150 P11. F. Autoratic Controdr ti Traffic: The od det ur le all con or fad temporary baffle baby th ark detours ring au by him for Ue comatrvctbn d the project N tsmpaory may' traffic toanbr aril detou, doll conform to d conhdltions required by Ue Cly a governing aulMrfies. Plant 9rourk cow and �g phbrda in moil toil enhd snpoee a kndedted m pias. 2. Quick wupling valve shd be operable with a quick coupler key. Key size and type did be a sham on the Drowinga Istal a per manufacturv's iatrwtions. Ranee control vdm shah be comsetd to controller in nwxrericd asgeenoe a drown on the D"winge. 1.05 Defective ad tkwutlbrfzed Wort Each pod shot be plaited with Is poporfionale arioa+t d ad so a b minimize rad disturbonee. Sol motstum and be such 5. YaxAoehaer's warramtias !load red redeye se Cmtractar Unit soul d hie soder tM . Such woad sial tlhe does not crumble when nb from container. 1 AobiMy °men °^h' �'"'°^t �°^� H. Backflow P,rerhtiorh !kite: �+m9 Pb B. RECORD DRwANGS: 1. Bock% prevention unit did be d she and type ndcatsd an the krga% drowli Istoll backflow pevention units in occordonee w1h the C. Ifgh Voltage Mtiring for Automatic Controlbr be coat .hierh b determined aOw4n9a• be nsmeofed a rrraved, andMreploc» Ubieto defective in Is ooretrnrctiorh or Oelicird in any d the ,aimeme,hb d the plan and epecficotions, and Regade planter rias otter planting, b testae araoN finish 1. 120 colt 'n geode and to teams pope etwfoa drakrage. A 4'krysr d mwAch 1. The Contractor shall provide and big up-to-dab a carnpide neCad est d bkefene Dodd prods whnch ehaA be aorneeled dolt'. d+oring svey shags from 2.Wye strdners d bacMbw preverdkil nits shah have a bronzed aeraw,ed P p to the automalit caiboAer shill be parked by the Controctr. motrid !troll be boy wlh 60 mesh maer screen and shah be skrhAar b tbiley f 1008 a wpProvd �• (Cradig dal occomnhodate ) pkmtr area otter geode le edoblhhed. Watering clad begin irnmedatey otter muthkhq. ds original Drawings and Specifications and the exact installed batios, sizes, and kkds d equipment. Prints for the purpose may be obtained from the CIy 2. N slecbicd work dud conform to local codes, adina, , ad union ovUarftiw having juriediction. Controcta at hb om expense in a maser acceptable to the Londwope Mehlect and Cly. d Roncho Cuoarwrge at coal. This ed d drawigs clad be kept w the site ale shod be ustd only a a record set 3.MI ismue man Anne piping between the pad d conation and the bockfbw proventer shot be I nto!!ed a,.at* d by local coda The Contractor shot verify 5.07 Protection: 2.The Contractor shad mate root ale lagbe notation on the recant drawing pogrew sheet day a the work proceeds, showkg the work a o*x*tell with the bed governing body a to mate id type and installation procedures prior to start d construction. Submit shop drawkg fa approrol. H. Rtmote Control Valves: 1.06 kapections: Erect temporary fencing or bailers to protect pleaded area from damo9e Drier b find oeeeptmoe. For ese, should a place d equipment be irst0ed in a location Nat does not match fM plan, t Contractor must irhxtcote that equipment ha been L Check Voles 1. Imtd where dawn on the Drawings. Where grorped bgether, allow at Most twelve(12) Inches between adjocwd valve boxes. InloA each rannde ewxbd valve TM Contractor shot Ings for impectlms by rdiflirng the Landscape Aidieet qty ale goveiiA9 authoritke, 24 hours prior to tons d inspectlon, Loose PART 5 - WEED ABATEMENT rolm in a graphic manner so a to match to original srnbols a ndaahwd n the irrigation legrd. T1s relocated equipment ad diensiors wi then be in a separate solve box. ado wise noted. Inspection shot be a Fated below, but rat necew1yi n this order. Only the inspection perbinir to the project ,cape d work ell 5.01 scope d Work trarsfered b the orlgind record drawing plan d t e paper times 1.Swag check valves 2'and ender shah be 200 you nd W.O.G. b"mrs oonstnxibn wft replaceable con ipoeRbn, neoprene, r r ober dee and shot meet or apply: aced Federal Spedfiatim WW-V--510, Clow A, Type N. L Flushing d System: Provide d material,equipmoK mid labor necessary to perform d work a indcatd on plans, a reasonably knpled, ark a 3. Before Us date d t e foal observation, the Contractor dell ban afmr d tufa nnotlon from t e 'record drarkg'prints to a sepia mylor or similar myla Rougih Grodxg. d*xia ed in the specification_ rwbrim Arragoimhb she be made Nrouglh to dly for obtaining said sepia mylor or eknlor mylar material. N work shot be in waterproof nota ink ale 2. Anti-draft valves diol bs d heavy duty virgin PVC oomtraction with F.I.P. thread not and ouDet Ito, pats did be stainless deal ant neopre. 1.AMr d new splinter pipe Anes ale rism am n place ale cmneeted, d necessary dosiin work hos been comhpbtd, and prior to kstallaUm d spiklm Dron lino ale Catch Bake. applied to the mylor by a bdmicd pan mode ep e y for use on myla material. Such pen shall be simwkr to those manufactured by Rapidog"ph, Kueffel t Anti-droin valve dol be fold adjustable against drowou from 5 to 40 fed d head. Anti-drain vale shot be simian to the Volcon 'ADV'or approved equal. heads, to curt, valves shill be system. Hptione (main fine pressure, cove, !system aerations lad). Quality opened and full hood d water wed to flesh out Ue 6.02 Assurdrxe: Eater, a Faber Costal. The dimensims si d be mode a to be cooly neadobb sum on the foal controller dart (see Section C). The wigind mylor 'record Sal Preparation mid Finish Grading. drowkg' plan What be rbmdtbed to the City d Randho Cuca onga for eppr- prior b the wmpkMin d the controller chat. J. Control Won¢ 2. Spkhkler hods del be inetafled only alta k*Mftg d t e system has been occonpdst to the con, a matbloctim d the dty d Rancho Cucamonga. Plant Moteniol (delivery dx plocemrd). A The Appdcda d d reed conte vaterlals shad be loensed by the Stabs d CoMo"ia a o Ped Cam"Operator ad a Pest Substantial Completion Inspection (at oompletidn of landsome knpayoneli a) - 7 Days. Control Advisor n oto% to any subcontractor lim was that ae required 4.1M Cmtroctr shad dnhension from two (2) penmohwd pont d refrnc�e, such a bu" owners, sidew,olk edges, rood kntersectbis dc., the beatim d 1. Except a noted alherwles comectim bdwsen the.dmhdtic controllers and the Wwbk control valves shall be mode with direct burial copper wire AIIG-U.F. J r Het>tfr B. N materials ad methods must conform to Federal, Stab, and Locd the items. 100 roll. Control ruing ietaAed n control wire owdult within structure shill be mode with AWG-TW solid copper wire. Pilot wines did be a dirferrd calor woe Final irwoection (after mdntenance period) - 7 days. R°qul°b°ns. foNowmg for each aatortotic controller. Common wow aha be white with a different color stripe for each automatic controller. Install in accoidor ce with solve 1. Install t e sp Inkfei heads a duignated on the D"wings. SprfMder heads to be kutaAed len this work dol b•eq iwbnt In d respects to those lloin . 6.03 SubmRW. a Connection b edeting rote hlrse nharhufaeturmr's epeeffications and rine !chart n no core shat vire dze be leu thou f 14. The wnbactor dol avenge a Precontnutim job wntrerae wMh se lwnidwcape Arcihftec ark qty a ninin,cam d seven (%) Jaye Prix b Ue Nsgkming b. Connection to W696N WWb!Cd power. work Prior to the imtollation d ary wad control mat"Id. Uo Landoic Contractor shah stbmwT to the Landw�pe Mditect/(2ly a c. Gate voles. 2. "did occupy t e sane trench and shdA be rolded clang t e eine route a pesrie supply or latero) Ines whoever poasible. 2. spacing d heads shol nil exceed the maximum ndcated on the Draw,kga n no core alae the spoekg exceed the maximum ,commanded by she 1.07 Cunronties bt d the reed control mhohriols and quantities per axe intended for use n corhtralirg the roved types Prevalent and expected an the sib, a s ppliied by the Ped Control Advis r. Ped Control Advisor dhoti furnish the Landscape Contractor and larvdscope Architect and City data to demonstrate the canpdhbnTity d the weed control materials ad methods with the d Roofing d epnirlder presrxrs few (dwnensim rthmc 100' clang rootiq). 3. Ante, nae Upon ore coking ehhd be toped together at intrude d fifteen (15) feet 3.D4 TEMPORARY REPAIRS A Plaid Materiae N tree, dwnbs, ground Dour, bedding planta cod lawn shad be guoradnd from data d Real acceptance d lard9cope construction ideinde0 planting and seed wrleties present. f. Routing d wnb wiring and bcatioi d d spice bawl. (1) wire o placed n a tsench, tis fa periods a follows: 9. Qxlck coupling vdves The City reserves the right to ands Ismael my repairs as noway to keep Us spinidle syetemh Kflpmmt n operati g can#%,. The as else d this h. Slab-outs for future connectiom. 4. M epondm oat and be provided altlin throe (3)feet d each wire connection. Epomim cul shot be d sufficient length at each sake connhection at each the Trees 24' box t 1 6.04 Reepmsletty ark Coo�rhotim L Other related squir erA a 6fected by the City d Iloncho Cucamonga electric contra! valve, so that n uses d repair, t e valve bonnet may be brought to the surface without dneonneddrg the control wines. Control wiree clad be CR7 shod nil ,leve the Contractor d his responsibilities under the tams d the 9ua"ntee a heroin specified. Trees 15 gal. R s�kvr 1 yeew A aigm ad bawler required b preverd intnsionn lento 1hs treeted knid loosely n trench wfNoat street or drmlching wine conductors. 3.05 EXiStRJC TREES Shrube N saes 120 days mm and to notify the publi for 8w,erection d d S On a bdae Uhe Job d the final let abeewvrrtiom, the Cadroetr dal dolor the oorreeted ark completed wpbs b 1M CIy d Ronhcha Chrconhdrhga. GrwM Greer 120 days WVVY d the "pies ell rat,leve t e Contractor d the responfility d fuumlshimg required information that may be omitted from the prints. 5.N apAces shot be made with Switch-Lao 13576 Connector Swing Packs, Rainbird Snop-TM woe cornet{ors., or appvved equal. Mohs oriy one spike with Where I b necessary bo excavate adjoerd b existing base, t e Contractor*4 xw d pow% care to avoid injury to tzws and bus roots. Excavation n aea Bedding Plant 120 days 8. No nnotriol a nhefhods dsA dice!Uhe lordscape planting or hydroeeed 9wmindim. No matrid r nethxk shad rernder Hach rxmnctor seaFrg pods whore two (2) inch and larger roots occur steal be done by hand. N foots two (2) inches ad larger in demeter. except directly in the path d pipe or condut, �n (�) 120 d� t job ate unsable for mon than 10 days from date d application. C Centrale pronto 6. Field WpFces betreen se awiornattc oadroAer anted ekhctrc oxxhtrd valhea w>f red be allowed witinoud par appowl d Ue Cry d Ilarhefno Cucamaga. shah be tuineled under ora shot be hneeviy wrapped wTh burlap b pnevrd scornkg a eccessivs drying. Wtnsne a ddching mochhx is run clew to tinea havirhq lawn (seed) 120 dogs from fi,t moiling 1. Ae-bulb drowings shot be apple by Us qty d Il to Cucannongo before wnbolr daub ae prepared. rode smaller than two (2) edea n diameter, the wet d the trench od)axxiM to the tme shod be hand trimmed, making dean cuts tMaph. Roos one (1) inch 6.05 Nm-Selective Herbicides 2. Pfvvide me controller chart fa each wnholer oquerce. K.Automatic CorfioAer and lager in diare, t shod be panted wh two coats d Tine Sed, a y t.enty-tour (24) haat and where of antees bilin wfta tied wet °theptime by qty anted d tM cod d se 1 / �ri,K herbicides (a rsarmrended by t e Pest Conbd Adviser) equal. Tranches adjacent to tree should be closed within cedar mokdrerbe tom• Ladscope Conbactm shod replace and plant this b not poesPole, the aide d the lurch djdcertt to the tree chat be kept drooled will burlap a canvoa ol ngteriols which have Jed wittin Ue time spm stated above, at ro cat cord .Ifirh 5 days fmm receiving written notice from Ue Landscopc Architect Nm-selective aortae! herbicide ark a non-sekxfive a City, t dead nnaterol is nil ,placed and planted within the 5 dig period, City may replace dead material with new material and Jorge the 1. Automatic oadroNer(a) doll be d she ark type elhowh m Be Drankge. 3.06 FIELD QUALM CONTROL Ladse>pe Contractor for d sxpenw incurred. 6.06 Selective IbrbickiW 1 live dart dud sham Uhe ace oontrdNd lad the autmhatic ooitroNer ark dhd be she mwxkmrm Woe witch the dorfioAer door will alar. 2. Find location d ou a otic corutrolsi shall be am,ovmd by t e qty d Rancho Gxart»mgo 4.T1s xchar:b te o reduced droning d Ue acted irnbAed system. however. ih Ue event ere oorrbdAer asquence le rob ltgble sten Ue drarkq le A Adjuehrhent d the 9yetem: 5dsetive p,-einergerd Ihsrbicides oompasble wIh cod mbrhaea(a neoomrtenked by ss Pest Cmtxol Addeo►) reduced, I dhol be riarged to a size that all be readable when reduced. 3. IAios ofherrise rhottd an Us Drowkvga, Ue 120 volt dechieal power b eocih automatic txxrtraler khatbn b b be funishhed by ass,. The find ekoctrkat 1.Tte Contractor dwA bush ink adjust d aprkhMer hoods it optimum prfortnace and b powd ovrspuhy onto coda, modhwaya, ad buAdirgs a nwch a � Yaterlalc The 000itraetor shad quormtes d wrcmahsMp enol meMtalr for d elle drwbpnherht. for a pwfod d oar 6.07 Weed Erodicotion: 5. lie chart Whorl be a bode ie a bkueAne ozdd print and o o#fferent txlor shad be ustd b khdcofe Ue ace d coverage for each etaUon. Rook-up dhd be the roporsibAity d Ne Contractor. P �� d Dray yea from Job d 6. When oompided and approved the dart dad be lone" eealed belween two pica d plastic, each piss being a minimnan 20 mis. L Electric Control Vahex 1.06 Moterid aril Labor Rebases opinion pisuennial goeew ark wads edesnvg in Ue planting area ell re*be oahtrd 2. K I b deternnkned that odjustrnmb in the irrgaUon egwipnent will provide paper ark nae adr*uab oorrage, the Cmhoda clad mdxe such oejustrrerds pular l n the due Pse!Control Advbor, 7. These dart shd be completed and usppoved prior b the find Bek obeenation d Uo krgoto system. 1.N slectrie control valves did be ss sane mire and type shown on the Dr>whgs. b planting. Adjustrrhente may deo include chargee in rank eaa and degrees d arc a rpu rod. 0�pimp d tho work the Carhtracior clad pasent b Ue City, sigrned ougiee d at kbor and materials releases for d work porfofnhed cshder Slee A�to�'moi d ft�� �em � ��of�nwW deletela;s xndrlds from plonting aeon D. Operation ale Moirdenonce Manuals 2. N dectrfc control valva did hove a manual Ion odjuttmerd. 3. Lowah mind spinkim hheads by the Contractor did be oocompAsned within ten (10) days ager nallfi ation by the City. 1.09 Dbposal ale Clem-up 1, Prepars ark dearer b the qy d Rornchho Cuuoamanngo within bin oalerndar days pier b 000nnpletian d oxws6vetion, two herd-cover. ares ring birds, 3. Provide aid ketal ore control vale box for each electric cadrol calve. 4. MI ep►nlder hods shall be sd perpendicular to frilled grades unleu otherwise designated on the D"wh . Alar hwtieide to MR d weeds. Rake or ha off d dad weeds to a d 1' - 2' below t surface d the mol. containing the following inf°motior M. Control Valve Boxes. 5. Rain Bird EFB-CP-PRS valves rill be set pr monufactune,specification so that each latm operobe d design preasun. �d la ad legally dispose d I. During the aof N�r � surplus rndteiiab the sh per nos n Physically repave d weeds from the oke. a neat and dem condition. Coon up and remove d rancinii debris and surplus noMiols upon conpkHion d work Moving the premises not ad PART 7 - LANDSCAPE MkWrD MNCE B. T d dean. The dh shot be olmaned upon the request d the inspector. a irhdex Jed which ebabs Comtracbr9 mars, gdd,w, and telepfrahs iwsabr, and Which Isla ewdn inloled eoRlpnhent ad irhoteral Ism khekudrg nurse cool 1. !let 10'x 10-3/4'roxxd tax ford 9abe vrzhvw. Caen kkuetrba X910-128 wish green bok�own Dove►a approved egad. Extmebm sleeve dhd be PVC � �m� 7.01 Scope d Wort addresses d manufactures local representatives b. Catalog and pate sheets on wry material and equipment Lem indaded mar this Contract .ith mkimk,m da d ah (6) inc�ee. 1.TM Contrdebr dhd rpueet the pwr+ce d the City d Rancho C PARE 2 - 0(Eg1TTON Lama,ga n wetting d lest 46 hou,n adwnce d!seting. c. Guarantee statement. d Complete operating and r lot toi we* instructions on d ma 2. Use 9-1/2'x 16' x 11' rectangular box for d doeb Dorib valves Carson krdusbin f 1419-12B with grow bolt-don corer or approved equl, 2. Ted d pressure Anes oder hydostotic Kamm d 150 2.01 Protectiom: d nahrala, labor and equipment neoeeeay for, a Yheidentd b, prfexmirg d nwekdrhaae,*lwrrente a Fr Pwm� Per square inch aril Prove ndertight Keep d plant material denim to sb n a hodt by condition for pbwikq. Plants rival nil be damd to dry oil. Ban root stock shad be sepnaated n 1 impTed a a deFreated in the spedfication ineludmg, but not FmNed a the fd-rirg. 2 I n additiorh b Us above no boo d nail baona moms ds, provide the City's maintenance psismnd with iatructice fr major equipment wd show evidence n 3. Use r dlameter x 8-3/4'deep round Oat*vale box for d quick cwping valves. Casan ndushles f NS-12 with Wes flex-lock cover or approved equal. ale heeled-n, in mod earth or other suitable material un4T planting. Bold o d burbpped plants slid have root bol aoverod with moist aawdud• wood Montan d plants and planted area. 1.The Contractor clad request the plow.,, d the Cky d Rancho Cucamonga n writing at lend 48 hours n advance d tiding. dips or other wltable materiel udd planting. wtting to the City d Rancho Gxammge d the wnchisim d the project Nat tis service ha been midoed. 4. Use 9-1/Y x 16' x 11' recto" box fr d dKbic control!valvas kstaAed within on-grade kxndseaped area. Cason Imdustlf 1419-128 with green �p�ad d d w,esds and debuts. bolt-down car a approved equd. 2. Ted d perm Arno under hydrostatic pressure d 150 ponmde Per squaw, inch and prove watrsgh 2.02 kstaAason: FerbTized at pone .d planted area. E Equipment b be Fvnishsd• DeboFed kxyout d pbrhb wllhin the 5. Un 10'x 10-1/4' rusk box for d quick mcplig calves W~ within mlhucbae ladscaped ones. Cars" irhdushfas No. 910-128 wish grasp boll-dorm Note:Testig d peseae man Ares shot occur prior to ixstdlaNm d the electric cadrd valves planting meas slid be performed by Con6oetor ark appaed by the Landscape Arditct ale City prior to planting. irsswtci sprayi . 1. 5nsppxy a a part d fhb contract the fdbwirg tools• 4. Use 9-1/r x 16' x 11'rectangular box for d Wscbk control valves installed within m-gods landernped want. Cars" ndustrfo f 1419-128 with green 3. M piping ender poved area shot be torted udr hydrwtdic peon d 150 pouds Per square kah ad pine^welistlgh prim bo pwkg. Sol ecavatd iron plonsng holes shah be oinei d to back around treat and dxubo wig the foAanng nilturr 7.02 Fertitizrer e. Two (2) side d spedol toob ro9uh for rwroviig dfeeorrnbli ark adjusting each type d epAnidr and valve egp! an thA pojxt. bolt-down cover or approved equal. Is. Two (2) four-foot valve teys fr operation d gate val 4. Sudor pressure n Anes for not less than six (6) hours. N bolt develop, replace joints and ,peat iwrt until rdirs system b proven watertight Native, On-Site Sol with rack no greater than 3' n doi eter A Ca..rvoroial fwfflm. with an wdyab d 5-3-1-LRo-Power PMw, and 12-8-6 Gro-Port ControNd Relow Nibop, a c.Two (2) heye fa each automatic controller. 5. Iia, 10'x 10-1/4' red box for d gick cooping valves histaNed wlhkh on-slnxetum krdseaped woos. Cason I idust, No. 910-128 with boll-dawn Gro Power Pon, 5-3-1 15 b/q d. One (1) pick coupler toy and matelIg hose wfrd fr way this (5) or hoc% Nowt d each type d quick coupAng vdve hstaAWd N. Sprkider Ileads. 5.N hydrostatic into *4 be mode only n the plow d to General Contractor ad tM green hherein, a approved eubattube a ,gklred lad the Agrarhonnic Wads repot Avaibbe from Gro Power (909) ha been observed, tasted, ale ern writ' d Randa Couemhonga. No pope sisal be bockfAled until I lean Sulfate 2 lbs/ry 393 3744. approved ' irg. 2. The above nsntim equipment dud be tend ow to t e Cly d tts cwck*n d the project Before find obervatim cam occur, evidence shat Uo qy 1.N spkider(sods dial be d Use sane else,typs, and deur Us same rote d pus ipkatim with the dkwstem(or rodkee) d throve, peeeue, and dedim 6. Furnish (To be usd for bidding purposes,any, wffy wIth Agimomic Sole Test) 6. Mrroniun Sulfdc Granular form cm Wring nil lees tha 211 nitrogen wk 24X sulhur ad shot be n"Istrsd a an Iwo ,ew+ed matrid mount be ahnow,n b 1M City d Raheho Cuconhonga a ehowin on Ue Drorkgs ark/a epeeified n Nate epecid pros sion. tusroe pump and d oUer lad equipment Anter boz*Mlmg, construct a 3' earthen bum bD forts the Att cul comer, wM the Stab Departnmri d Agriculhm n oarpdanc�e nIh Amide 2 - 'Ferbdrzer Materials,' Section 1030 d 7.WFen the irigation system b wrtplebed, perform a coverage fiat in the pexnce d tle City d Rancho Cucamago b determine I tie war coverage for waterkg even oroud each plod, b allow thoravgtn cooter-in and attoDFdrnerd. tie Agricuhtadl Code. 1.04 PRODUCT DELNERf, STORAGE NO HANDLMG 2. Spray!heads dhd hove a anew odjustnhent. planting areas is complete and adequate. Furnish d materials ad perfornn d work required to oorred my inadequacies d coverage due to deviations from the Prior to installation d turf and ground cover, rrnove nater basins from around bees and daubs. Same in turf arta to be removed prior to qty 7.03 General: A Hanndli g d PNC pipe and fF kw. The Contractor o cwdlmed to esrelee were n Iendlhg bolig, wiloodi g, and sting PVC pipe and 1ktlngs. N PVC 3. %K uits and be fabricated n a000rd"ce wNh the adds shown an tha Drawings, or where the among las been wN hall e o wet a h dcoled on the round a when I b otvviousy rhodequate, withohl fringing thio to the attention d oeceptona. h9r Ue Cay d Rancho Cucorrarga. Thin teat dad be ocoompAshed before cry ground coves le pkmted. ��r�dal day ' pipe ehaA las transported in a vehicle rhidh dor, tle bngUh d pipe b Fe flat to ore not to rubjed I to under banding a a concentrated exterhd food at PARE 3 - 901E PREPARATION Af0 FMlSH f2bhDttG �after la^dscape"ri4°tn°n ole planing. rry pont Any section d pipe that has bon denied or domaged wil be Glom d ad N installed, shot be rspbced with new piping 4. Idser nipples for d sprkidr head shall be the owns dze a the river opening n the spnkbr body. 8. Upon mmOobw d each photo d Work the entire system shill be tested and adjusted to mod eke mqukements. Mointairh d plants and plated awe on a continuous boob a they are instalbd durkg the pogreo d the work, ark i Z SUBSTITUTIONS 5 N sprinter heads d the same type shah be tht cone mordnchaer. 3.07 MNNfDi4K E .01 Scope d Work oorrtina b maintain Uem uhtA find acceptance d tocol project. Replace ivy decd or dying pkxds a directed by Uhe A N the Canbactor wlehse to rbetihre cry sgipnsnt or midrlals fr Us equipment or nhdrble Fsbd m Us Drawings and SpectRatlons, he mq do so by 0. S�hg: A The wtfire i ' A Provide o , on plo ad realsord, ad perform d yak~scenery for and kecdsrhtar b the ad prvridkg the fotow,inq information to the qty d Ronda Ctaarrnonga fa approrat: rrngwtion eydem shill be render full automatic operation for o period d!conn ('/) Jaye prior b cry planting. ansa a Whown on plum, a reoeoinoby impFed, a a ddnedted in Ue specifiodtiom. p'wp°ras0"ad flesh grddirg d d Plamti^9 ark khwn l.wndscape Architect enol City repreeerhtatire. pra9� b ��d plant! ark planted ores n a hwithy trig Operate irrigation system on an edoblished 1. Provide a statement ' 1. Slowing under hardeeape or paved area for mokike lateral Free or eonbd wIr4 shad be Schedule 40 P.V.C. or approved equal. B. The City d Rancho Cucmanga reserves se right to waive or Wxxbrh the operation period. B. Fund!!", Pbceno, and grading, d topsoil for bockf* d pkmtrs if required. condition. Irrigation system nn-off shd be kept to a minimum. Damage to irrigation oystem rwutig from moirdenmce wet avdiafirg the reason for making tie wbetItusm. Use a sW,.ts Jed d paper for soch Icon to be ebmithd. 2 Provide descriptive oatdog Abfdturn, poiloma, charts and flow, charts for each Rom to be subRfllilry. P. Vada Rwbtdnt CadroNer Enc�hoeuam accompds wtf�t�wmTtenIpermission from the City. 3.06 CLEAhI-l1P C. Cleaning and finish Fadi g d pia Am anew and planting seas, opt u and a rriomtena ll per o ght shot be tidied to its ity. red ompohn al res coat ori the City. Failure d e Pat 3. Prdvidt Us .vaunt d Dat satngs N to subs"Mi f flwn 1w,approved. 1. Contndler wabrm chat be d aiu ark type dhow+on 1M ligation Drawige ad irrgatim Dstat ahhett brought fo ee f weeds d sd �yby area literals not axeed 10te Clean-up dhd be mode a each person d work pograssw. Rehrse ark excew dot slvaN be ,mood from Us eke, ail rdks and 3.02 Topsol: 2. A backboard sial be owtN to the controller encbrae waded down. and arty damage sustained on the work d others shall be repaired to b original condition. fig shot be boomed a B. The qty d Abncho t' gar e1haA have tls sole raspenebFRy n acaepthg r re)setlng cry WnbrniNd Ilam a m approved pad b tls e*xlpnrsnt ark �d^9 b p� a Dat fa nhouxdkg she avdorrnatk Wpriider oadraNer and ennirnd drip. A Exsting on-sIW cols idea a 'acceptabb' ushder'SM Grodkg' tpecfiation. conndar oloya � d planted area free d weeds and debre "deride Ailed on the Draw ad specifications 3.09 fINA1 SITE OBSERVATK)N PRIOR lO ACCEPTANCE B. RpsoN imported b eche for oto a fill, fxsckfit n planter lend nhoundmq, aha be Windy textued. Silt phs clay conitennt d thle eel shill be a The Gmboctr may Bled to remove wxh cancentratiane d weeds mawualy a lad an aPP►oved herbicide program. 'nge 3. s 117 volt ow box theA be pervaded with ro an/OH ewitdh, aka 11T volt rexptocle. Yetd conduit shot run from the 117 volt wppy to tM controller greater than 15% by weight The baron content d file sol shad be no greotr than 1 pat per mwTfan a meosix, on Ue saturation extract The C. Ped Control: Spray oil pbda and planted wear at begkming d maintenance pogrom ark ha»eg. N poser wlhhin the hnausirg ehoN be prapry placed. A The Contractor shah operate each system in te for the 1.06 Gt1ARAHTEE the City d Rancno sntirwiy �'d Raaho Cuoamongd at tone d flrnd obeeraatim. Wry IsnnW deemed not ouxeptnrbk by �� ratio (�) dhd � exceed 3.0 mdlinaha per centimeter at 25 C. in oder to entre wnfamance, samplee d the • Wil A 1M quamtw for Uhe k%wgofion sydem clad be mode in ax�adona nIh Ue alboched form. TM General Ca+dtima and Suppoinenlap Candxtlom d sso 4. A bolsi strip shot be presided, clearly inaath to proper ponb d wnnecsm d d appropriate nknq (statim vdves, nadr vane, carman, co'b �monga shall be reworked to the complete satsfation d Ne City d Rancho Cvcanango. defne,d to City for approwl. Sol tat tt ialude and rcammetie prof toting to be A TN guaa tee be fed with the Cay prix to oeeeoole i o the krlgation t at control)• B.The Contractor clad show, evidence to the dad to ebCit f to an agronomic sale mala kbo�o' approved by the project landseape Archhect for araysis prior to uee. Roup d � � 3PEC�CATi0Al8���Er L�4 Gly d Rancho Cucwmorgo that se Gly Ice rexxived d ocoessories, darts, record drawing!, end egclpnernt a B. A copy d t e Guww*n firm shat be inckvded 'n the oprd i m and montenrorite manual. Q. tdsxeNaneocn krgason Fgaipmerht required before find site observation txn aeon. 3.03 Sol Amendments: 3.10 STfE OBSERVATION SCHEDULE N sol aniendrrhenb aha be a speclld in Ue Agronomk Sulablity/FerUky ads repent haridhed lad the Cantraeta _ 1. Refr to she irrigation Plars for else amid typor d mi oollmeaxs irrgatio, squlp fent. A The Contractor!hall be reeporslble for notffyng se Cy d RcNd Cuewmrgo n advance for Ua folowirg obwvo% meetings, oarordlig to the time 3A4 sal Pndinietiort I VfS'ION DATE APPROVED G lTs gnxoronbe form dhd te re-typed onto the Conbaetor'a Irtterhewd and dwd wxdain the foAow4rg khfavnasorr. knderzled: GIsRIVffFE FOR AtfiG+uTION SYSTElI 2 AN m sceAmeo s irrigation eguipmrd *4 be a epecNitd a approved equal. PART 3 - EXEICUDON 1. Pre-,bb Conference - 7 days N wok on irrigation system and be ownpbb ale khepected for,conmsrhded appvwl ad, fin gradkg omgktd, Prior to nddAlahg and prier to wN oo hent" nLaadto Nat Ue ir;9°tia"'dmh w leve ,ed.k iwear ed `f",from � n materiae ark wrlam We a .d Be .�lea deem w°f'` CITY OF RANCHO CUCAMONGA xxanxplebd in acoordance with tha Draninge ark Specification, ordnory wwr aril bar, unused abuse, a negbct exxxpted We agree b ,par or replace cry 3.01 t'7BSER1rAT10N OF SITE CONDITIONS 2. P,esu, supply Fne imtdatim - 24 haus dsfecta in nobriol or worlvronship which may develop during to period d one yea from dote d acceptance aid moo bD repair or replace ay donage After rough grades hove bon edablisl , Prepare d law+ad planting wws by bTrg r afar ripping to a depth d 1Y. N rock and debris mom than ,salting from the ,polring or ,placing d such defects d no additional cab to the Cly. We clad make such repairs or npbcenenb within a momiabo A AN soled dhiwta one an cpp airkrhate. The Corkoctr Who!check ad verly aN size dimensions and rwalve appvwt iron the City d Rancho Qcamongo 3. lntee Flint ad spririder installation - 24 hours 2' in dwmeter dad be ,mored from the site, except for areas Uat ae to be sodded, n which oN rock aid debris more than 1' n oiometei shot be Uma, a determirhed by the City, after rocefpt d written noses. n the evwd d our failure to mils such repairs or replaces ds within a ,oeonobb time oke P�b proceeding with work ulcer fhb Section. ,moved. neesipt of written notice horn Ne CRY, " auHarize Ne City bo Proceed to have sold npo'ns or ,placernente mode at ov expense and we wn1 pay Ne eoeb 4. Mdomatic wdroNr kxetatoUm - 24 ham LANDSCAPE SPECIIFICATIONS end charges therefore upon drrxx . B. Exercise ex lar, cam n exawtirg ad wording near acting utiitiee. The Centroetr dhd be ,epmsble for damages to uklNiee which ane card by his Apply , spread, and roebl n d mol anend i ai a rows mill bD o depth d 6'. Water am thonoughy after reloading is complete, kximporah PROJECT: TRACT 14120-1 W)&EY AVE STREE15CAPE operations or neglect Check existing utT+tin drawings for oxMN utility locations. 5. Control wine installation - 24 hours evrhy kilo the bop 4'to 6'the following for each 1,000 square fad d planting ww C. Ccordmah katallation d sphnkk+ molim ifncladrig pips, so two del be no Imhrhrena with utiftin r other constnutim or difficulty n planting bees, 6. Prmaie supply iln and patral Inc testing - 48 hours LANWCAP AR HI I CC I URAL PLAN f-Vrd LOCATION iIORTH Of SIhMlAT NVE. shrubs, ad ground hover. 4 cubic yiwds d oltroAzed Redwood or Fr L CID 7. Coverage test - 48 hour 200 be, d G"-Power a of g a egad. D. The Contractor shot arefuly deck d gado to satiny himseff that he may safely proceed before darting work an the inigabon ey stem. p1q. All - 6. Fra oberwlim - 7 day. �aeon. � LVE L A A 11 CV A 1 ADDS 3.02 PREPARATION tine that• �ws a de eio epeld to tte time the actual mi conditioning tate place. T1he,fior, the Contractor dad obtain his own sols analysis at � I" 'A�" � T rte? quaNtiee oyy aid dauld be nuwd m►ir for btddkq phspew, eeeaes sol wnditiom msy elange okodkaNy from Ue PHONE DATE OF ACCEPDLNCE: A Physical layout + knave been rxxhduxted oUher than Ue qty d Racho Cueomnmgw, Whom evidenhce in wrMng d wien end lad whom thsee obaervotiorn wane "M"d by the P"i� lardscapeuo ect and�Ciy. Copies d the ad ted to be provided dung the Pre-wnatrexGon Jobwconvference. T 14120-1 1. Prior to insMtotim, t e Contractor she she sWe out d pass ure sappy Fuse, routkg and knootiom d sp ill No hoods. C. No alb observatio s will cornmence rlhout 'Ae-Built'record drawings. The contractor dad nil ad for a db viol! witinad M-Butt',cod d 3.05 Finish Glading PART 2 - t'ltODt1CT5 2. N layout shot be appoved by the qy d Rancho Cuoonango par b istalbtion. moat �+pbng previoesy noted corrections, or without preparing the system for said visit V� < 1 ' - DATE /� . �J CONCRETE SPECIFTCATKINS bee mettaafer settlemetr dtOn w�id o thepr je t�ma t Period got"for plwntlnq. N dor Ams shod b. m,akddmd ad Irapa boleranc�w %�S��`p .� RCE 24953 AD6werat !Ase any res matrkdr d brads enol typo noted m ufradrhga, pteNted Iereli, a xynraed s*uals. & Mtr6er�' �'� �v CITY J ��, ������� �! PART 1 GENERAL FWO gelding ahol Wove surfs e d tie ground uiFamy'moot! and free d abnpt grade cha ger. oro. 2 79� '- DESIC�NI E D S I R IB O H D I B. PVC Rewire Mon Line Rpe and Fltirq� 1.The krgation eyehm Whdl be oareetd b war axxpply point(!) d wrseetia, a irhdcated m Be Drahnhga 1'01 Douldion 3.06 Coordination: 1 n LANDSCAPE ARCHITECT 1. Plum maim ern piping for elan r ad lager that be PVC pose 315. 2 Canneetiome dhd ere mode d ne appoximate Iocotiorn(s) dwown m the Draninge. The Cadnxta le r.epasnbb for anima dhonges coasee by clad aiM cadltiom. Fa oanci nformalfon refer to Us Stallard SpecNfea6a» for Public Works Construction (Croon Book Edam pr she qty d Rmhdho Cuamorga). oda to Weed aedenw, work loll be ondnnated w41h t e I ntaFotbi d the 2. Close 315 pipe shall be made from an NSF T 1,Gordo 1, PVC Sections 4, 201, 303, and 400, a wet a cry other sections related to the instdation, lnlgabon sywtem rototlAknq ad set m+e+dnent wok and planting. 10-31-02 DRA 320 N. Stoneman Avenue Unit B Alhambra. CA 91801 per ad pod inatatbtion d oonerete cork moerids, labor. and (see weed Abotrrent asction). ors �T °pefO'1°d � G ETeetrkd$appy; awn-up. The staneard SpecN'aatiahs for Public user!! conatructim is owFobk from: � / LO'/JD � �i 26 308-0502 �_ � 5 PART 4 - TREES AiO SHRUBS �`�"`11 �� 1. ETeetricd oareet;ohe fo►cry and at arhhmhatie corbaAwe drat bt nhode b eleetreol pokd(s) d oarheetion a irnilaated m Ue Drorkga For wfncreh information refs b Ue Stordard Specircotions for PhbAe Nbrks Conetnuctiorh (Gnwh Book Edition per se ay d Raheho Cucdmtrnga). Rdr b 'Tl,4 ! ���' i%��� .r 5eetimt 4, 201, 303, ad 400, a well a ape other sections related to the ndollation, per ad pod installation d concrete work materials, labor, and 4.01 So"d Work: lF OF C A��F�Q� DRA WN�Ki clean-up, The Stallard specifications for Public Works Construction le available from: Provide d materiel, equipment, and lbs necessary to khetot d trew and sloubs a shown on plow, a rwsonaby implied ale a deNnedsd in the Ei /�-Z"-Oil Expires 10-31-02 1aP '5 _ specification' MTee fY LO SHEET OF