HomeMy WebLinkAbout1855-L DEVELOPER/OWNER In
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LANDSCAPE A9C T - C -- ,,. RAL PLA \ S
DAY CREEK
SOUTH SIDE OF HIGHLAND, WEST OF DAYCREEK BOULEVARD
INVESTORS
567 SAN NICOLAS DRIVE, SUITE 340
FOR NEWPORT BEACH, CALIFORNIA 92660
PARCEL MAP NO 15781 Phone 949.718.6200
Fax 949.718.6212
Contact: Mark Draper
LANDSCAPE MAINTENANCE DISTRICT NOI 2
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 L 1.O - TITLE SHEET
LANDSCAPE ARCHITECT AND THE CITY.
2 AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L 2,0 - LANDSCAPE IRRIGATION PLAN
3 ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L 3.0 - COBBLE LAYOUT/PLANTING PLAN
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L 4.0 - IRRIGATION AND PLANTING DETAILS
DAMAGE INSURANCE AS REQUIRED BY LAW. L 5.0 - IRRIGATION AND PLANTING SPECIFICATIONS
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L 6.O - IRRIGATION AND PLANTING SPECIFICATIONS
1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
210 6 AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L 7.0 - IRRIGATION AND PLANTING SPECIFICATIONS
Highland Ave Highland Ave RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS
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
Fireth St WIDE FLAT AREA AT THE TOE OF SLOPE.
9, UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT
Q� ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL
`m Dove Tree r CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE
y OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
,gym Mn/ tesla X _� GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL
h/`pb/Yp9@ REPAIRS, REPLACEMENT,
PTOFINALHECITY
SR OR CLEANING DADJUSTING ACCEPTANCE OF NECESSARY
THE WORK BY TN IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER
COVERAGE, REQUIRED
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
Ab
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e�Sf L 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525.
�bVXj" �`' sb CL o 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
T N * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS
o * 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
0 BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
CD_V 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.
MAINTENANCE RESPONSIBILITY MAP 14 PURL*CLPLANTININI ACCORDANCE WITH Y—MATANED TREES SHALLBCITY STANDARD E INSTALLED PEPLANS FOLLOWING CRITERIA: CONSULTANTS
* PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
+ ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
+ ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT CIVIL ENGINEER
+ PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
-- -- -- — CUMMINGS CURLEY AND ASSOCIATES MDS CONSULTING
ROBERT CURLEY ED LENTH
------------------- 1-2 7447 NORTH FIGUEROA STREET, SUITE 310 17320 REDHILL AVENUE, SUITE 350
-----`----- —________ -- Underground Service Alert LOS ANGELES, CA 90041 IRVINE, CA 92614
SECTION 421V4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
_ — NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
1I _ FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-900-642-2444
` 1 TWO WORKING DAYS BEFORE YOU DIG
LANDSCAPE QUANTITIES� C CU A�
EDISON O O
EASEMENT
� PM 15781 �
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DRC 2001 -00638
DESCRIPTION OF REVISION
DATE clrY
APPROVED:
_ T
TOTAL S.F. OF NON-TURF LANDSCAPE AREAS: 5274.373 sq ft.
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TOTAL S.F. OF HARDSCAPE AREAS: 1761 .638 sq ft. Q
TITLE SHEET
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TOTAL S.F. OF ALL AREAS: 7036.011 sgft.
DAY CREEK VILLAGE
TOTAL ACRES: 0. 16 ACRES
STREET TREES: 8 LAGERSTROEMIA INDICA MUSKOGEE ON HIGHLAND L.M.D. DRC 200100638 AND ROW 2002-01425
HIGHLAND AVE WEST OF DAY CREEK BLVD
STA16+80 TO STA 19+40
L. M . D. MAINTENANCE AREA Z
APPROVED BY: ATE.
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PLAN PREPARED BY:
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�T CHECKED ROBERT CURLEY R A N 3583 DRAWING N0.
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cA� RLC DATE FILE NO 1855—L
PROJECT SHEET N0. OF
Irrigation controller d in fully enclosed
Strongbox meter pedestal, Mo a B-24-SS-120NOLT
15' "----- 9'-10" 46' 1" 7'1 8" 37-
_%[T
2' 3� _
- HSA
+ , LIMIT F WOPo( 2"
10 10" 1r (ELV,1p, , D A
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3A 2A IA
340 SOFT. 84 SOFT. - - - - - - - - - - - - -
L2.0 - - - - - - - - - - - -
FwAy
Source - Cucamonga County Water District 909-987-2591 NO
Potable water supply
90 - 80 PSI available +/- 5 PSI
1 1/2" Meter to be installed by CCWD IRRIGATION DESIGN IS BASED UPON A MINIMUM OPERATING PRESSURE OF
RAYMOND 80 PSI WITH A MAXIMUM DEMAND OF 10.00 GPM AT THE POINT
Obtained 09/06/02
) OF CONNECTION.
System designed for 10 GPM, 80 PSI max
Contractor to verify prior to installation AVAILABLE CITY STATIC WATER PRESSURE IS: 80-90 PSI.
WATER COMPANY: CUCAMONGA WATER DISTRICT
PHONE NUMBER : (909)987-2591
IRRIGATION LEGEND CONTACT : RAYMOND ON 09/06102
SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. COMMENTS
CITY OF RANCHO CUCAMONGA
15 RAIN BIRD SHRUB SPAY HEAD 1812-PRS-SAM-5H 30 0.41 5' USE PCS SCREENS FOR RADIUS ADJUSTMENT PRESSURE CALCULATION FORM
RAIN BIRD 11 M1812-PRS-SAM-50 30 0.10 5' USE PCS SCREENS FOR RADIUS ADJUSTMENT WATER METER SIZE: 1 1/2"
RAIN BIRD M1812-PRS-SAM-5T 30 0.13 5' USE PCS SCREENS FOR RADIUS ADJUSTMENT ELEVATION 1481.4'
STATIC PRESSURE HIGH: 90 LOW: 80
SOURCE OF INFORMATION CUCAMONGA WATER DISTRICT(RAYMOND)
• RAIN BIRD BUBBLER 1806-1404 w/PA-80 ADAPTOR 09 ---06 90 02 25x1
REMOTE CONTROL VALVE 1" RAIN BIRD EFB-CP
Lz o ® MAXIMUM DEMAND 10.00 GPM
3 CCWD WATER METER 1 1/2" WATER METER. 24 GPM @ 80 PSI AS PER CCWD (909-987-2591) - HIGHEST GPM 10.00 HIGHEST ELEVATION OF HEAD 1484.1'
L20 ® CALSENSE CONTROLLER MODEL ET2000-8-LR-RR-W/TP1,TP110 AND LR/RR-DOME INSTALL AS PER DETAIL WITH CALSENSE & ENCLOSED IN STRONGBOX SB-24-SS/120V
QTY. SIZE ITEM PSI LOSS
NIBCO GATE VALVE NIBCO T-585-70-66 INSTALL AS PER DETAIL 1 1 1/2" WATER METER .5
1 1 1/4" PRESSURE REGULATOR 4
RAIN BIRD REMOTE CONTROL VALVE EFB-CP-PRS-D; SIZE AS SHOWN ABOVE INSTALL AS PER DETAIL 1 1 1/4" R.P. BACKFLOW DEVICE 9
1 1 114" FLOW METER .25
'�' FEBCO BACKFLOW PREVENTER 825Y-BV-1.25 1 1/4" REDUCED PRESSURE BACKFLOW PREVENTER INSTALL AS PER DETAIL WITH COAST GUARDSHACK ENCLOSURE MODEL NO. CGS-1 AS PER MANU. SPECS 1 1 1/4" MASTER VALVE .70
1 1 1/4" GATE VALVE(S) 2
Q RAIN BIRD QUICK COUPLER RAIN BIRD 33DNP QUICK COUPLER INSTALL AS PER DETAILS 139' 1 1/4" MAIN LINE (139') .78
1 1" R.C.V. ASSEMBLY 2.5
SUPERIOR MASTER VALVE 1 1/4" MODEL 3100 NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE INSTALL AS PER DETAILS 225' LATERAL LINE 1.45
FITTINGS LOSS (10%) 2.12
0 WILKINS PRESSURE REGULATOR 1 1/4" PRESSURE REGULATOR INSTALL AS PER MANU. SPECS ELEVATION CHANGE 2.24
® CALSENSE FLOW METER 1.258, BRASS FLOW METER INSTALL AS PER DETAIL TOTAL SYSTEM LOSSES: 25.54
PRESSURE TO OPERATE HEAD: 30.00
PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER INSTALL AS PER DETAIL TOTAL PRESSURE REQUIRED: 55.54
LOWEST STATIC PRESSURE AVAILABLE: 80.00
PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER INSTALL AS PER DETAIL RESIDUAL WATER PRESSURE: 24.46
PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE TWICE THE SIZE OF THE SLEEVED PIPE OR AS SHOWN INSTALL AS PER DETAIL
IRRIGATION NOTES - CCWD SUPPLIED NOTES
1. NEW WATER METER(SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL &TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS
XERISCAPE ASSESSMENT SYSTEM SUMMARY POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST
ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE NORTH
POINTS REFERENCE SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER SCALE: 1" = 20'-0"
INSTALLATION PROCEDURES. COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.
I. LANDSCAPE [POINT VALUE] CLAIMED (SHEET#1REF.#)
1. Water Conserving Plants [20] 20 L3.0/1 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A 9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE
PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, TO THE FARTHEST REMOTE CONTROL VALVE (RCV)ON EACH BRANCH. PIGTAIL EACH
2. Turf Limited to 25% (45 Residential)[20] 20 L3.0/ria FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR
3. Plants Grouped by Watering Needs [10] 10 L3.0/2 PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, IRRIGATION WIRING.
4. Hardscape (non-irrigated) Surfaces [10] 10 L3.0/3 MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE
5. Mulch Provided in Non-Ground Cover Area [5] 5 L5.0 EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK
6. Soil Amendments [5] 5 L5.0 (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)APPLIED FOR 8
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY
TOTAL POINTS CLAIMED: 70 STAINLESS STEEL ENCLOSURE, MODEL NO. CGS-1 AND SHALL BE INSTALLED PARALLEL ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
[MINIMUM POINTS REQUIRED: 60] TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT
4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS DESCRIPTION OF REVISION DATE cirY
APPROVED:
11. IRRIGATION [POINT VALUE] AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER
AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL
1. Low Gallonage Irrigation System [20] 20 L2.013 SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND BE BROUGHT TO THE ATTENTION OF THE CITY. CITY 0 fC
RANCHO CUCAMONGA
2. Automatic Controller[20] 20 L2.0/1 ARCHITECTURAL FEATURES. LANDSCAPE IRRIGATION PLAN
3. Designed to Water Plants by Watering Needs [10] 10 L2.0/3 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000- 3 (STATIONS) -LR(LOCAL
4. Wind Sensor[5] 5 L2.013 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT RADIO) W/TP1, TP110 AND LR/RR DOME INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 DAY CREEK VILLAGE
5. Sensitive to Slope Factors (5] 5 L5.0 THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT
REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND DRC 2001 -00638 AND ROW 2002-01425
TOTAL POINTS CLAIMED: 60 ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN
[MINIMUM POINTS REQUIRED: 601 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. HIGHLAND AVE WEST OF DAY CREEK BLVD
UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF STA 16+80 TO STA 19+40
REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID THE CITY.
UNDERGROUND FACILITIES. APPROVED BY: DATE: � ��
13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND �AND3 , CITY ENGINEER {GG; RCE: rJ 4953
u r ger
7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. g ti
OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND ��� i. �,� DESIGN PLAN PREPARED BY: RECOMMENAIED
THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE PAID FOR BY THE DEVELOPER. .� DRA C u M M L G s C u R
COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL
14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE ' y -e�e
DRAWN s s o c T E s I
CONSTRUCTION. +► . ,.,. * � . . . . &,;,1„i�� ;: SHEET, • �a�.�.,• ► � . "
AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 12„ Da^ °" ""m a:.m'. " ' """` L 2.0 of 7
15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE sl1 rF of cA�,FCACHECKED ROBERT CURLEY R.L.A. NO 3583 DRAWING NO.
TOP OF THE SPRINKLER HEAD IS 1/4"ABOVE FINISHED GRADE. RLC DATE FILE NO 1855-L
SHEET OF
(17)Phormium 'Jack Sprat'
5-Gal (6) Rosmarinus o. 'Huntington Blue'
osmannus o. unting on ue 5-Gal
(8) Rosmarinus o. 'Huntington Blue' 12)Hemerocallis 'Red'
5-Gal
1-
ntevidensis (16)Phorml Sprat'
1-Gal 5-Gal
(22)Lantana montevidensis
1
1-Gal
-Gal
15' 9'-10" 6' 1" T-4"
LIM11 F WORK o.
2"
0 0 1r-r
2
0
t
J
(21)Lantana montevidensis 6" Concrete Header
1-Gal (typ sym)
8"-18"0 River Cobble (9)Lagerstroemia indica 'Muskogee' (33)Hemerocallis 'Red' DRI VEwAY EN
Natural Color 24"-Box 1-Gal I TR'gNCE
(typ sym) (15)Lantana montevidensis
1-Gal
I I
6 Concrete Header
(typ sym)
PLANTING NOTES - City of Rancho Cucamonga PLANTING LEGEND Refer to sheet L2.0 for Irrigation Plan
BOTANICAL COMMON ESTIMATED
XERISCAPE ASSESSMENT SYSTEM SUMMARY
1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF WE CONDITIONS W14CH PREVENT INSTALLATION PER SYMBOL NAME NAME SIZE SPACING QUANTITY POINTS REFERENCE \
PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION P
I. LANDSCAPE [POINT VALUE] )
CLAIMED SHEET#/REF.# `\
EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION '
2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT Lagerstroemia indica 'Muskogee' Crape Myrtle 24"-BOX 20' O.C. 8 1. Water Conserving Plants[20] 20 L3.0/1 `\
REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 17y 2. Turf Limited to 0% (45 Residential)[20] 20 L3.0Ina
3.CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, 3. Plants Grouped by Watering Needs (10] 10 L3.0/2 \
ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY4. Hardscape (non-irrigated) Surfaces [10] 10 L3.0/3
DAMAGE OF SAID UNDERGOUND FACILITIES. O Hemerocallis Red Day Lily 1-Gal 12" O.C. 61
5. Mulch Provided in Non-Ground Cover Area [5] 5 L5.0 `
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
L3.0 0 Lantana montevidensis Lantana 1-Gal 12" O.C. 79 6. Soil Amendments (5] 5 L5.0
SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE j ® Phormium 'Jack Sprat' New Zealand Flax 5-Gal 18" O.C. 33 TOTAL POINTS CLAIMED: 70
BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. ox� Rosmarinus o. 'Huntington Blue' Prostrate Rosemary 5-Gal 48" O.C. 22 [MINIMUM POINTS REQUIRED: 60]
S.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE L3.0
OF THE CITY PRIOR TO EXCAVATION. 2 Stover Seed Company (800) 621-0315 - Dryland Erosion Mix Hydroseed
Mulch: 2,000 pounds per acre.Wood fiber or clean paper free of impurities. II. IRRIGATION [POINT VALUE]
6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS Binder. Environ-mend Binder 160 pounds per acre.Add slowly to tank to
BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS avoid clumping. 1. Low Gallonage Irrigation System [20] 20 L2.0/3
SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS Pro-plant Fertilizer: Starter fertilizer(15-15-15)at 400 pounds per acre. 2. Automatic Controller [20] 20 L2.0/1
OTHERWISE APPROVED BY THE CITY. Incorporate additional elements as needed by sal test.
Seeding Rate: 60 pounds per acre. 3. Designed to Water Plants by Watering Needs (10] 10 L2.0/3
T.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT Best to sow in the fall under no irrigation. 4. Wind Sensor[5] 5 L2.0/2
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. rL3.0 5. Sensitive to Slope Factors [5] 5 L5.0
0 0 0 8"-18"0 w/One Flat Side Decorative Cobble Paving City Standard Detail, 542, Case no. 1
6.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE 4 TOTAL POINTS CLAIMED: 60
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND \ ' [MINIMUM POINTS REQUIRED: 601
DETAILS HEREON.
v�J NORTH
•.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. Q
a SCALE: 1' = 20'-0"
10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND Q
QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SIDEWALK D
SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT.
a
4 CY. NITROGEN STABILIZED SAWDUST
PLANTED AREA
120 IBS GYPSUM
125 IBS GRO-POWER PLUS
11.LANDSCAPE AREAS SHALL RECEIVE 4"OF CITRUS MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO
EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS
SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY S APPROVAL PRIOR TO 148Z.O (V)
PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM:
O O I
EARTHvvoRKs HYDROSEED DRYLAND EROSION y CITY
DESCRIPTION OF REVISION DATE APPROVED:
NORCO,CA SEED BLEND
(909)270-0088
;SII CITY OF RANCHO CUCAMONGA
° 1474.0 (v) COBBLE LAYOUT/PLANTING PLAN
J 2:
1
M DAY CREEK VILLAGE
DRC 2001 -00638 AND ROW 2002-01425
1'-0" HIGHLAND AVE WEST OF DAY CREEK BLVD
22'-0" 4'-6" '-0"
EDISON STA 16+80 TO STA 19+40
HIGHLAND AVENUE VARIES EASEMENT APPROVED BY: DATE: O
�cur cy� 1R Q CITY ENGINEER < RCE: 24953
EXISTING ROW VARIES 140!-50' W� � DESIGN PLAN PREPARED BY:
RECOMMENDED
u C U M M
RA I G S C U R
D
L Y
TYPICAL LANDSCAPE AREA CROSS SECTION 'A-A' DAWN 5 s E s SHEET
12 -03 DRA a s K yam ur w". "+... L 3.0 OF 7
(NOT TO SCALE) �'
8r �\r CHECKED ROBERT CURLEYR.L.A. NO 3583 DRAWING N0.
O
ATF F CALL\ �
RLC DATE FILE NO 1855-L
SHEET OF
NOTES:
i l ^ 1. REMOVE NURSERY STAKES
NOTES: f,R rMr ANTENNA PORT
STrRM DRAIN/ 1I ( Y 1 2 STAKES TO BE PLUMB ARID EP3,10 L[� LO_t_E'_' --
-CATCH BASIN
/ UNDEQROUND / � ^ 1 PARALLEL 1. SLOPE IN TURF AREAS: OI SIDE ^F x COAXIAL CA3L'
UT Lr_S ` 3. STAKE TREE PERPENDICULAIR a. BETWEEN CURB AND SIDEWALK/TRAIL - 219ALLA rl XC-T CN OF�-- -
I }/ !I '� TO PREVAILING WIND. b. BEHIND SIDEWALK/TRAIL - 2X TO 5:1 MAX - aN SFN -
/ J r (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 1MLL cra4 =-•:'a _
N PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. 4' OF COMPACTED WOOD CHIP is • 'A-SENSE
MULCH. vi.D C_ orp Pt A.5
r 2 SLOPES IN SHRUB/GROUND COVER AREAS:
N E o. BETWEEN CURB AND SIDEWALK/TRAIL - 2X FNRDSCAPING (CONCRETE HEADER,
t S L
ONE Fi11LF OF SPACING ` 1 ) b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX CURB k GUTTER, SIDEWALK, ETC:) FINISH SOIL GRADE
V (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 21 WILL K PERMITTED _"- r-- r,_SENSE HAGNESS
L&W OF PLANTER AREA REQUIREMENT J S IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL PROVIDED ,AD Va OVo_£x --•--�+I �-
- THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. _ O E -,I Ii ON jM'.TTMN_„Ir
12 T2 cc x.EC CF SENSE TP-1 5:ARC.
Ow�POSSIBLE ON Lp� �pR Tt70 K PLACED jE 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE -�
/ I , V N V N 0( OF TREE. y
1 5• # �-^'�Rg AN0 GLITTER INS WNID � 6 �� 6Y CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER.
j M V NOT SO LOW AS TO LOSE HEAD OF TREE WHERE
THE HEAD TO DROP. WIN TRUNK
SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. +
ffTT..�� �r TD�N E EC1R CA- YPv'N
2 SETS OF CINCH TIES SPACED 24Um I ' h V ARE "IE'0 WOES !
- - - - - - - - -
��-- - - - (SC)REWSATO 8'' LODGE POLES. � I -III I---I � � � �_rP•._ :..! _.,� I �., r� I
_ APART.
�W I I
EWt`�t z --
-_-_r __ .. - _...--+ _ _..� ..•c--N--- 2 Du. LODGE POLE PINE STAKES
.••,"' ,' DRWE S L. -- ,C �\ ,.= 12 WITH WOOD PRESERVATIVE STAN.
-
DRIVE A MINIMUM Of B' INTO SHOVEL CUT EDGE COMPACTED
- - - NATIVE SOIL =NCLCS�RC' %40'',_N
Z�'- ' sTuc�
UNDISTURBED SOIL AND POSITION -
"� ARBOR GUARD IN TURF AREAS AND
FRONT YARDS.GUARD ;C,-ES
TOP of ROOTBAl TO EXTEND 2' � D
/-JNDERGPOUN9 TAiG�TttY COMPACTED ' BERM TO FORM \FINISH GRADE. COVER 3,• , NSTAL:,00ESt CC A7CJJ. a PER M'C. C, 01D NSTRI;CT-TINS AND PER LOCAL
STRUCURE e PRICKS _CCA 'oN T; Bf A-Paovfr ► F! !• THE :-� 'INSPECTOR.
TRANSFORMER VAULT WATERING BASIN FOR RESIDENTIAL AND •URF' \ A/ vl:l R
GROUND COVER NSTALLAnDNS. LOCATE •� OUTSIDE PUBLIC R.O.W.
OUTSIDE OF PLANT PIT. BERMS N TURF �' MAX. \ 2 CON•ROL W:RE s�JtiENC£ TO '•�t4ESPIDI'JO TC Orr ALAN'S D'�GN
MEAS TO BE REMOVED PRIOR TO CRY �.. NOTES. SEO,�ENCE 'JF REMOTE C:CTROL VAI_AE,
NOES ACCEPTANCE �- 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL
= NOTE: \ \ 3 RLN ONE Ex Rn APE CO.OR OPANG'I TO FARTHEST RCV Of, EACH
y TREE $oACk1G SHA_L CONFORM TQ PLANS APPRDVEp BY THE CITY ENGINEER SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. ^r cIG_A:_
1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL RRANCr HE MA h.NE 'OF JruRE ,SE EPC-+ ORA, E
2, ASL TREES IN TARE R.0 W ARE SUBJECT -C LINE OF SIGHT SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON TURF. SHRUB AND GROUND COVER 2x 4N, 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND WRQ A- -..0 ENCLCS,PE
{I DR,'LP!A AS goon VEE. gY TRFFF,C ENG;NEEP, PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. -- ----- INTO EDGES AT GROUND COVER AREAS.
3 MA11TAI': 5 FEET FROM CE^+'ER OF 'REE -0 EDGE OF ALL UNDERGROJND 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4 CCMVON AADL TO 3E *,'-E AI.� CCN'Y _ +APE 'c 9E RED OG 3LACK
F :I_T'�ES. IN +4;'D MAINTAIN 5 --POV :'EN-EP JF 'Pr' TO A'._ :.:T.L,`! 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR �N �^''X•'
_ SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT.
OwrEO WHIR SEINE:; LATERA LINES WITHIN PUBLIC RIGHT-OF-WAY 5 N� :>FLCES SHALL BL MAL- BL'WE_N CD,TR;_EG AN_ REN.^*'
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
A TREES SHA. NO- BE tCCATEC ON DROPER"r �INES FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. ROOT BALL (SEE NOTES HEREON) rCN QG_ 'd AL E
NATIVE BACKFILL WITH NO
I 5 S-REE- -PEFS APE SLBJCCT TO 'NSPECTIOh AN) ACCED'A-NCE 9" THE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL OLIANTMES I ROCKS GREATER THAN 3' DIA 6 LQ JN" AhTEN%A POST '0 3E CC)NN-"'=C -C L^�A_ RADIO
c',CINEEQ VG CI',5'.N OF PLAIT MATERIALS. PLANT QUANTITIES INDICATED ON THE _ L Ati 9" �' AgLE T=. THE G-' a[ ;c,�: n_ COMA' Ea
6. S'REC 'PPE=5 `.II-1 8E PLAN"ED AND STAKED ,CCGRC'NG 10 THE Cf^ LEGEND ARE ESTIMATES ONLY. c IJ =7Q c;__v-A CE
5 a h:JA P_ 7t?ti S NATIVE SOIL UNDISTURBED j j A v,_A: C::I'_
73 xi ALL E E." "S i A'__ BE GP^ N FO vF= GTA CCJr
TWICE ROOT BALL WIDTH
--- - CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ,� [D „ --- STA.OwrD tiµ
=.>�aaJEf 9,. - I _.------- - : S AG,DARD 0.ew APPROVED BY: ' STANDARD PLAN o APPROVED BY: CONTROLLER A'i'_S Y
SHRUB AND GROUND COVER DOUBLE STAKED TREE STANDARD.UW T•APPROVER DT' APPIR3VE° 'Y'
STAImMD PLAN n STANDARD PLAN
TREE PLICFMENT ALLOWABLE GRADES MULCH INSTALLATION INSTALLATION - TYPE A , 524
_ SPACING 508 5 GAL - 24 BOX 502 541 509 - s
S[I-• fN,.I.£fP IT, ENW+.EER yTE 1fSK WITH STAHDAIIO SPEC'rICAT,OIE TDR PUBLIC rTORW(S CONSTR1/CrNIN t
DA'EI USE w*T, STr HDARE' SP[C,r'GA•IONS rOR PUBLIC WORKS CONSTRJCT.C., CITY ENGTNEER DATE U!WITH STANDARD spECIFRATme F'aR PUDLIC WORTS CONSTRUCTION s CITY ENGINEER BAT USE WITH %TANOAD!►EcwrATTDN! FOR PIBUC womm CONSERUCTm S CITT ENGINEER DA USE WITH STANDMD SPECIITCATIONS FOR KRIM W'ORRS OOSTWXYtON s CRY ENGINEER DATE USE WITH STANDARD 7PEt7FICAT,OIO nP1 PLIRIC WIDOWS CONSTRUCTION SlCE 7F ,
�• RCE. 24953 SET I I w R.C.E. 24953 SHIM I OF I Ila RCE 24953 �T I OF I R-E 24953 acEr I of 1
ENC_C5�2E M„DE'_ _CS � ac1J6L"
r
P OT
s �ti 4J VC MASE A„A. _-R•
TPP! AL-
N •.L C
I
3C UNION
4' PLACES
- ,i LA
W 9 T'TE WATERPROOF { .
DVC NIPPLE CONNECTORS JR EQUAL
n I z l ELECTRIC CONTROL VALVE r _--_ ^\ / INCH TO�R AWAY BRaA OW w 00"4-0-GSANCK
o ; I e•LAYER�MUL(yr •AIBe iNUB-ow low s!T>9
m S 1 I r-PLASTIC VALVE TIO WARl15CAPING(SEE NOTE 4) I I I I NIPt':E %.^ti'Sr�c ��-. y�'� �� W1NIs+BDR 61RROf
ARCED lRR!GAT!ON RKY" r-
z z GaSON OR £oUAL i r., �.a,.• a.•.>'N.
R WT, C `. ! 5 THICK X 12' WIDE
` F.•`ISA�S /
S , _ CHER W, ONTROLLER _ E (�ENGT+ vARIE
a I 1
PRESSURE ASS WYE PF S,ZE`M4N Fq:^PER)
o AND VALVE SEQOENCE _11 - - - - - - (REGULATOR I � __-� j I CONCRETE
°AD _
6• M7V. -c!NISH CRA DE - ISEE FOR M KEN AND; "uv. `R�_AINER. WITH �X ( SLOPE TC CRaN A' V'N!MiIM
n < -III I I-I I-_I I- N
[ITI I I I-III-I I- !MODE_ NO s, 6P ME
^� Ix
I I_I-1 III-� 11_I-1 IIT-�I 1 r MGNEL SCREEN 1 - FLASH GRADE T
SIDEwA K -1 I I I I-_III ; -III I MI I I JN10N . IcRED ,
_I-I III _I-I III i - pip: -�RJJG"
y = _ -III = CLEAN BACKFILL - SEE " .III - CLEAN BACKFILL - SEE I �J•�• �Jii
SPECS. FOR MATERIAL. - - SPECS. FOR MATERIAL �O��E S DA, -
I 9oX COMPACTION REQUIRED 90X COMPACTION REWIRED I -
_I_I I I N _I-I I I -- - _,, -L1- NIPP_E - -Y'PICA-
PIG TAIL EXPANSION NI r M WATER 5'JURc_
-L LOOP (MIN 2A- LONG) ( -III I I- -III 11- RO ' - 21 PLACE
2 ! ( p I-I I BEDDING AND SHADDINc D = I-I I 11 _-' 1 I_ 7 i-SCH 40 DVC VALE
NON-PRESSURE LATERAL UNE: 1-!1 90% COMPACTION i I � i- ADAPTOR
_ I r _
FLOW ( c SCH. 40 SNAKE PIPE IN „I '
--�, � ; i-
VALVE W/UTNON -III _ � -1 I I I I- TRENCH �, I�REO_RED � >✓.: _
3 3/4' WASHED _I-1 I I I-_ l Ell ,T
.o Z N CR;;SHED AGGREGA-E _ -III . ...................... . .. . . . ............• I I-I I �K uE ERS; - _
PRESSURE SUPPLY UNE: - +
_ _ ! LINE TO S"5'E`uS
r- dw{P otiAep �I SCH BO DVC NIPPLE -III-I III _ III-I 11 I SCH. 40/CL. 315 SNAKE \
a- _ _ PIPE IN TRENCH \
SC" 80 PvC UNION I-1 I I SIZOETPER PIAN IROL WIRE SNSTALL -1 I I I-1 I i �RIGIC P'PE ANC RELATED FITTINGS SHALL BE aER�_ELBOYI' WX7•MWK
- -III-I III ADJACENT TO PRESSURE =III-1 CJCAIV NGA ^OUNTI WATER DIST?'C' STANDARDS TVP' A," (a, PLACES rWI4Rerlsrw�* 'as�+�►eu
I _ _ _ _
CONTROL dK COMMON WIRES _ UPPLY UNE _ - CONTROL WIRES - BUNDLE i T
N TAND CON RA_TOP SHALL VERIcv W CCw aR!OR TO rwlderTTWIetrnt
I-1I I . .. -I1 S I-III _ I-I I INSTALL ADJACENT D.C.OTO NOTE
CONS air-Oh UQ�"'WY�
_- -- -
I I ( - PRESSURE SUPPLY UNE -I I MI I-I I I I ( I PRESSURE SUPPLY UNE INSTAL_ PEP LOCAL _-ODES, ��� A •'R nwrw al•FACCS
DIAMETER UOFZPRESSURE I I II III 1- I I I B•I -I 1-1 I I PROVIDE 6' MIN. OF SAND 2 TE ANT IS BE
- Q4 ,
_ _ I EDF F MINIMUM C- 2a
ES OR HANSTAAED nIRN]AowVAIlAADRBDLANo
6 TMP I BEDDING AND SHADDING 3 - T ACTURE (IE. wA L, eul''.0 NO, ETC) BIOIE
3QA55 N;PP .TEE MOUNT TEST COCKS ON OPEN OR NON-STRUCT.jPZ SIDE. I +ACi1E•eN01'IOPeNO1BWWLTO,( yMla�-.rarQrL*rsr++f.
SCH ISO P`✓D SXSXT
;.TEE
I NON-PRESSURE LATERAL 4 ORIENT UWT PARALLEL "0 S•REE'. 40MIGNOtLAW"
PRESSURE SUPPLY UNE I �� ^558L i URTr3:ON'AM ON4LWLFNe1F"
j NOTE UNE SLEEVE - SIZE TWICE 5 SCREEN L N7 W'Tr• _ R',1BS WHENEVER P., I E. a W*,L•t.AO1 W'V Vf'W0C aRea VALVP A!PRPS7CRFCOBM9F54TDIG
DIAMETER OF NON-PRESSUREAr,FAE A3 07 .RR<J'4.P-M
1 TNS-ALL CON-ROL VALVES A MINIMLV OF 12' =RDA STRUCTURE$ OR HARDSCAPNO NOTES: I 8 DIALETIC FITTINGS ARE ?EO'J!REp FOR CONNECr'ONS CrF A,� y, -� A•p-•y .y,Lr
2. 'NSTALL VALVES 'N PLANT BEOS WHEREVER DOSSIBLE NEXT '0 SIDEWALKS 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL UNE NOTE. DIS'WI,AR uETAL5
3. PLACE VALVE BOX AT RIGF• ANGLES TO STRUCTURES OR HAP.CSCAPING 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PIGTAIL AND LOOP CONTROL WIRE AT BO' CHANGES IN DIRECTION. 7. VALVE PER STD, 5'8 REDu'RED BEFORE BACKrLOW PREVENTER
4 PLACE AGGP�GATE PRIOR -C INSTALLATION OF VALVE BOX. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 16' MIN. DEPTH I WHEN MA NL YE IS 3" CP LARGER.
5. ATTACH PLASTIC DEN`ICAT,CN -AG WITH APPROPRIATE CON-ROLLER AND 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3' AND LARGER 24' MIN. DEPTH 8 'F RfQU!RED. PRESSURE REGULATOR TO BE NSTALLFD ON
VALVE NUMBER. STD. NO. 120�24' MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW INLET SIDE OF BACK=LJN LOOP
�• - - - STRUCTURAL S CTION).
CITE OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF R_NCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
REMOTE CONTROL VAL\ E 't1•ITH _ ,NORAD .FN ar STANDARD►LAM oAPPRDVED BY, STANDARD PLAN nFaD.Ea 3` � � 1T"r-wr AA�.7 T► vAt[+AM'Vlh
P.a.I)I;i'ED PREti IRE B�CKFLOK- HI-POP SHRUB SPRAY
SHUT-OFF VAIN'E & UNION- 52C TYPICAL SLEEVING 533 TYPICAL TRENCHING 532 _ PRFT''EVTER - `C�'PE A 1� 539
C.'+ C•.C:•CC" DA'E •Js[ w-TH BTANDAAL riceFIGT10NS rOP •uetK WON" CDMSTDUC'IOu S'EE- OF t !R:z F INFER DATE' V$E WITH SIAHCAAD SPECIr,CATIMS FOP vVPUC WJFWS COHSTW,Ct.0.1 :"T vay-re. DATE JBF.:R'y:ru4AIt VP'•CA•,�u rr►.A .ry,C c+!`RrT1C+ W�,d.
E TY ENGINEER DATE AIR tlllll DTANDARD lPECWICA710N!►0R PAIDLK:WKMRtf COISTRUCTON SHEET 1 ff l CITTE ENGINEER 3 DAT USE WITH STANDARD WWWTCATIOIS FOR POWUC WORKS CONSTRUCTION SHEET 1 DT 1 jR'E LHECT I D' A:!
cE 24953 -
UPDATED D4/15/03 PER PRELJMINARY DETAILS --------------
PROVIDED BY ARCHITERRA J5 c c :•, •tR } `
STRONG WDK MODEL WG
2455"20,
in
O PLASTIC VALVEBOx A COVER STRUCITURE0!1 A • < a A-• I
S m ETCHEv'OC ICARSpN OR fOUAU� }MPO$ AP NG
Z I-
ROUND PLASTIC VALVE BOX t AT GRADE N LAWN AREAS I 1 I I NOTE
`S Arvxu YID F a0 La`-' I I
1"TE u' COVER ETCHED 'IRRIGATION GATE' I r ABOVE oRAJE a"ve \ M r , 11I CASE 2 -SCAM,AEP -a4Et•��»A .MI ENCLOSt1RE10BE0ROlRaED°ED
BLUE Z ( ) j I 3'04 33AL D�AT
ANO 3H1 TACDvEv s1y�A5 __ B'YAx sTO sal , LOCAL CODE GRDUND RCC TO BE
EWF
CARSON OR EQUAL \ ,kr�rE PLR PtAAI;
I FDdSH GRADE -- \ CooacsTovE/ 'I INSTALLED NSi'.1E_NCtOSWE Of,
COhTRpI.EN S:DE
EPDXY FILLED WATERPROOF < FMVf5F1 GRADE , IL
RED CONNECTOR E -)----- \v G -1
C-.- - I ANIS+
�� 33 CWP OVICK OKADE T�X 3 6'%E'CONCRETE
PIG TAIL EXPANSION COUPLING VALVE I _;LL 1-im mom+H 8'
IRRIGATION CONTROLLER LOOP (MIN.24- LONG) will.P%JR-,E � i M N FOOTING RAFTA.L MRMMJM
L VALVE - 1 1 2' OR SMALLER WITH ' R11E9Ea�� c( I CASE S -.J s-�-2a•--{ 6.4+- I ,`:' OF 3•ABOVE CARD_AND SLOPE
/ \' 'P %„ o: TOP-O DRAM.A•M MACAO OF 2%
STAINLESS STEEL HANDLE , ( STAEV. SS C.A.M.STEEL - r, ` 2. 0cmN VnPE/Oh-ROLM�RES N !
PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL SCPEV.C.A.M. y
EQUAL) WITH PLASTIC INTEGRATED WARE CONNECTIONS ,C LIENT WEDGE - 2' OR LARGER WITH I MWIYM_M,�: S i ! �x�y
LOCKING LID. PLACE AT GRADE IN a r TE VALVE 2' OPERATING NUT v ( _ _ T \ T SCH 40 pvc CONDU"
TURF AREAS AND 3' ABOVE IN A r Aw = EPDXY COATED 1 _G
PLANT BED. c! ALX3R=3a'E BgSE�'. -` V COrr_RETT DEP��"I�ITE DUM I L
1 COBBLESTONE- CONDUIT+PER
IN Qt so DEG
SVoEEP
VALVE BEHEA CCBRJ II,'►3 iV
PIC TAIL EXPANSION m I �RDOE x CA6NET EL rc v WATER TIGHTCDW*CTiQNS ON
LOOP (MIN.24' LONG) 'E ••r y1HIlE Ura. x.r ow. All ELECIRCAL COWfl IONS
NOTE COMMON I 3CH 4D BRASS N'PeLE IN. ,r'•,,., I .lA .-cL118 R 0.r[:ER�SEE TXT/4L +
( ) XS;1c ;c '- 6 PCC N9w :JRB
ODNIRACT IR TO INSTALL ! SCH 40 BW SS NIPPLE
FOREPOxALLROW METER
F 14 BLUE 3' 3' I '•4'- - _ --+.tj-. ° __ c'RrC W1114, rlJRt
PEk =!"':TC 531 / END ^()AlLl7T,pN
WIRE CONNECTIONS. _ -- ----
PEQ Yr' 3- S3a
IIISTALL NIMEDIATELY AFTER MIRES ' :S�',. ,.. 1 I y Ill: J - 'rs r� _ %': HEAW 0,11'I'WEATHER•IES'SrANT IhRR OOAIE FhTEMM POR-EPDXY -
_ ,, v �tht-r I DNOTO0.ECTRKSWTCI FORS R ED LOCATEDOI'SDEOFBOX
INSTALLING FLOW -JF---t I APr. �- -�-�.___ �''/ COB3_Es J,.E I
METER. REO < o
_.... .•AATSiPE LIGFIT CONTROL AS REOU'REC PER o�tNS E - I -NSTA_LA"100,'LOCATION PEA
BLACK SEE E.Et71'AL°,Ahc FOG 6,^,DT>,'y1A- ^ rr:AND CA_tEt:SE REP
MASTER CONTROL -D^.M BO PVC 10` *\\ti-SCH 40 BHA"0'7r E!"1 I � a • ' ! 'NCORMA''Ot. � E
�l VALVE STNEE'Eu _ EC's METER PER SCc
P Ass!)E WMPLY �.. SCF+40 BRASS WO• ` __.. J_-. �. FSK n FR
'- P>P •...� SDS .'_ rt An.--- YnF cA,c PEA PL"RE'rRcu^vRD►I�T-^'al..
uAE F!loco STTIEET ELL CITY
DIAMEIER SAYE 3/4' WASHED CRUSHED �• �_ �.,, . , �,. A.� E,IsTINa LRE_,..r RIs7AL;.F-Y,r,� ANoAacs {I DESCRIPTION OF REVISION DATE APPROVED:
SZE �-PRES3URE SVPPOV LINE �-44 gEBAR S-A KE
MET AS FLOW OVA,AGGREGATE TOR �e ' 1I
PETER 9ZE �D TO A DEPTH OF jp � I ?A'LONG I I DR weLr SECURE'♦i,IGAtT TRAEv AEQL11gED I
�IEO .'%�b NOTES. EvD :.D.i01-1QF1 PER Dt.MS.SEE ELEC-a�AL CITY 0 RANCHO CUCAMONGA
dAMEIER SAIF 9ZE PASTER VALMVE AM - I '�P PEP*FOR VEEt E'_-Q CA L IT r�y+aRr+AOo
AS FLOW PETER SIZE _ ! NOTE CONCRETE CLASS:2C-7-2SY 24`
I PLAC:AG TE PRIOR TO'NSTALLATION OF VALVE BOX• 2 RO:K SIZES. VNIMS :THCRATSE SPECED A+AL.W_ FN SH
SCJ-.DER$ .IN 3'0"- WN 2 C' G1ieiR 1�VOLT W RF N RIC,ID
MINIMUM DISTANCE DOWNSTREAM OF CCPD.ESTCNEs K ,S' - MIN r'w:TH oNE UT SLK $TEE C,QFpt'TP'R
UNINTERRUPTED PIPE (5% DIAMETER : WvLom ALL sPAm, S `; »A2 i . Lock CODE
IRRIGATION AND PLANTING DETAILS
OF FLOW METER SIZE) 3/4- WASHED CRUSHED
IN MULTIPLE FLOW SENSOR /M.V. NOTES: AGGREGATE BASE n 2-,n P.M. P-C 200. Ps •OR7_4%1 CEI.E'rr xwCA^r :r0 DR A.tK's •wowED) ` ••
MINIMUM DISTANCE UPSTREAM OF INSTALLATIONS MAXIMIZE THE DISTANCE I e ;Q�IFo mow , . �•,�0 ^C°A°E e TME cm 06-U'DO. PaoP TO n _� VILLAGE/
UNINTERRUPTED PIPE 10X FROM THE 'TEE" TO EACH FLOW METER 1. PLACE AGGREGATE PRIOR TD INSTALLATION OF VALVE BOX' - DAY CREEK Y ( L- L-A G E
r scN,,ooND.n FOR -�--_---
2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. R r NAl AFsn c S•x, - w ROCKS •o S[•n+r 2T Rn THE HE c r H9PTC-R SECURITY-UG IT w MNKt
DIAMETER OF FLOW METER SIZE) TO MINIMIZE TURBULENCE. T ROCKS su R svO:T Ac- ArC FxEt x oelFrn vtl�srtA+AnHs .Ne ncEss'f►y ^GNr ScEELECrR'A3N1S - D'.''CCONDUTTTop CANTgOI
3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. CIN OF RANCHO CLICAMONGA, CALIFORNIA - - FOR MOIREWlFDP'u'D/, VAC.'EVV,RWNG
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 1." __ __---" _ J S A_l COPA._ S ONE A•EAA ti.l + E S•.S'C0%CRC`F.•EL4¢� A n, �eE.T-_uM.H,
(1GIEi
5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. APPA'"En 3 QUICK COUPLING VALVE WITHIN VALVE j STAhDAWL:KAN� B. eo:xs.:.�'E S-CQ D 'OL.Ow':AAD( WERE S_0►ES DK' 4•: wrrA-,.ix M, .T 4..'arts W^.tA -.E P Dr DRC 2001 -00638 AND R 0 W 2002 -01425
i. WATERPROOF ALL WARE CONNECTIONS WITH EPDXY FILL
"' 2. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND I BOX-FOR NON-TURF AREAS 535 CITY OF R aNCHO CUCAMONGA, CALM'OP.N IA
VALVE NUMBER. ^' - .- - - - - --- -- - - - -- - - CITY OF RANCHO CUCAMONGA, CALIFORNIA
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g P[E 2A959 i CONTROLLER ENCLOSURE
1 `----- -- ---- ----.(_. _.."__J !APPH l\�U 6.' iTANDgacPW.
Fdl CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA _ _(.OB_BLE�:���ES _ S = _1••,�PE A 522 STA 16+80 TO STA 19+40
,APPROVED BY: STANDARD PLAN APPROVED B'n VALVE STANDARD PLAN _a`L 7A Tr! S.EF- .Ort '
EHGIKEa JSC r^H$TANO.RD SPCCK�cA+ROK rOR rJrFIC MOIUCS CyFSrRVCTrDN~
FLOW METER INSTALLATION rF IN:E
518 yl - 3 or smaller 518 I'ENIGINA E D.-E ��� E..�,a,�_Y oN:::�: �_K.�.�r-tc1� SHEET,DF,
APPROVED BY: DATE: �!O✓�
CTTY E7GREER DA UR WITH STADAD SIrOrtICATI0t13 RSR PUBILC WORKS DOISTRUCTM SHEET 1 Is 1 CITY
E 24953 DATE UK'�'T�RD SPECWICATIOM FOR P1aK rrOM CONSTNUCTION BEET I a 1 DS Ape CITY ENGINEER RCE: 24953
IN 0.CE
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cog a RECOMM DED
DESIGN PIAN PREPARED BY:
/ DRA C U M M L 0 S C U R
DRAWN A s s o c A T. `E s I SHE
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1 DRA a ARM . Ar Ram a, UT»i»Sn 2"311 . Rv M L 4.0 OF 7
aT,rF OF CAL1f \' CHECKED ROBERT CURLEY R.L.A. NO 3583 DRAWING NO.
RLC DATE FILE NO 1855-L
SHEET OF
CiTY OF RANCHO CUCAMONGA 4. The Contractor shall dimension from two (2) permanent points of reference, such as building GUARANTEE FOR IRRIGATION SYSTEM G. Quick Coupling Valves:
PLANTING AND IRRIGATION SPECIFICATIONS comers, sidewalk edges, road intersections, etc., the location of the following items:
We hereby guarantee that the irrigation system we have furnished and installed is free from defects 1. Quick coupling valves shall have a brass, two-piece body designed for working pressure of 150
a. Connection to existing water lines. in materials and workmanship, and the work has been completed in accordance with the Drawings P.S.I.
b. Connection to existing electrical power. and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair
SPRINKLER IRRIGATION SPECIFICATIONS c. Gate valves. or replace any defects in material or workmanship which may develop during the period of one year 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as
d. Routing of sprinkler pressure lines (dimension max. 100' along routing). from date of acceptance and also to repair or replace any damage resulting from the repairing or shown on the Drawings.
PART 1 - GENERAL e. Sprinkler control valves. replacing of such defects at no additional costs to the City. We shall make such repairs or
f. Routing of control wiring and locations of all splice boxes. replacements within a reasonable time, as determined by the City, after receipt of written notice. In H. Backflow Prevention Units:
1.01 DESCRIPTION g. Quick coupling valves. the event of our failure to make such repairs or replacements within a reasonable time after receipt 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install
h. Stub-outs for future connections. of written notice from the City, we authorize the City to proceed to have said repairs or replacements backflow prevention units in accordance with the Drawings.
A. Scope of Work: Provide all labor, materials, transportation, and services necessary to fumish 1. Other related equipment as directed by the City of Rancho Cucamonga. made at our expense and we will pay the costs and charges therefore upon demand.
and install the Irrigation System as shown on the Drawings and described herein. 5. On or before the date of the final field observation, the Contractor shall deliver the corrected and 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh
completed sepias to the City of Rancho Cucamonga. Delivery of the sepias will not relieve the PROJECT: monel screen and shall be similar to Bailey#1008 or approved equal.
B. Standards: All work and materials shall comply with governing codes, safety orders, standards, Contractor of the responsibility of furnishing required information that may be omitted from the
and regulations, and meet the minimum requirements of the Standard Specifications For Public prints. LOCATION: 3. All pressure main line piping between the point of connection and the backflow preventer shall
Works Construction (Green Book) latest edition. be installed as required by local code. The Contractor shall verify with the local governing body as
C. Controller Charts: _SIGNED: to material type and installation procedures prior to start of construction. Submit shop drawing for
1.02 QUALITY ASSURANCE & REQUIREMENTS approval.
1. As-builts drawings shall be approved by the City of Rancho Cucamonga before controller charts ADDRESSED:
A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all are prepared. 1. Check Valves:
observations as required. _PHONE: DATE OF ACCEPTANCE:
2. Provide one controller chart for each controller sequence. 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification
all cases where the manufacturers of articles used in this Contract fumish directions covering 3. The chart shall show the area controlled by the automatic controller and shall be the maximum WW-V--51 D, Class A, Type IV.
points not shown in the Drawings and Specifications. size which the controller door will allow. PART 2 - PRODUCTS
2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and
C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations 4. The chart is to be a reduced drawing of the actual installed system. However, in the event the 2.01 MATERIALS outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable
governing or relating to any portion of this work are hereby incorporated into and made a part of controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Valcon "ADV" or
these Specifications, and their provisions shall be carried out by the Contractor. Anything be readable when reduced. A. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equal.
contained in these Specifications shall not be construed to conflict with any of the above rules, approved equals.
regulations, or requirements of the same. However, when these Specifications and Drawings call for 5. The chart shall be a black line or blueline ozalid print and a different color shall be used to J. Control Wiring:
or describe materials, workmanship, or construction of a better quality, higher standard, or larger indicate the area of coverage for each station. B. PVC Pressure Main Line Pipe and Fittings:
size than is required by the above rules and regulations, the provisions of these Specifications and I. Except as noted otherwise, connections between the automatic controllers and the electric
Drawings shall take precedence.. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring
plastic, each piece being a minimum 20 mils. 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde 1, PVC compound conforming installed in control wire conduit within structure shall be made with AWG-TW solid copper wire.
D. Explanation of Drawings: to ASTM resin specification D1784. All pope must meet requirements asset forth in Federal Pilot wires shall be a different color wire for each automatic controller. Common wires shall be
7. These charts shall be completed and approved prior to the final field observation of the irrigation Specification PS-22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). white with a different color stripe for each automatic controller. Install in accordance with valve
1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., system. manufacturer's specifications and wire chart. In no case shall wire size be less than#14.
which may be required. The Contractor shall carefully investigate the structural and finished 3. Pressure main line piping for sizes 1-112" and smaller shall be PVC Schedule 40 with solvent
conditions affecting all of his work and plan his work accordingly, furnished such fittings, etc., as D. Operation and Maintenance Manuals: welded joints. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure
may be required to meet such conditions. Drawings are generally diagrammatic and indicative of supply or lateral lines wherever possible.
the work to be installed. The work shall be installed in such a manner as to avoid conflicts between 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound conforming
the irrigation system, planting and architectural features. completion of construction, two hard-cover, three ring binders containing the following information: to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal 3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals
Specification PS-21-70. of fifteen (15) feet.
2. All work called for on the Drawings by notes or details such be furnished and installed whether a. Index sheet which states Contractors name, address, and telephone number, and which lists
or not specifically mentioned in the specifications. each installed equipment and material item including names and addresses of manufactures local 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion
representatives. procedure D2466. curl shall be of sufficient length at each splice connection at each electric control valve, so that in
3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it b. Catalog and parts sheets on every material and equipment item installed under this Contract. case of repair, the valve bonnet may be brought to the surface without disconnecting the control
is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions c. Guarantee statement. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and installation wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors.
exist that might not have been considered in engineering. Such obstructions or differences should d. Complete operating and maintenance instructions on all major equipment. methods prescribed by the manufacturer.
9P P 9 1
be brought to the attention of the City of Rancho Cucamonga. In the event this notification is not 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, Rainbird Snap-Tiile
performed, the Contractor shall assume full responsibility for any revision necessary. 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance 7. All PVC pipe must bear the following markings: wire connectors., or approved equal. Make only one splice with each connector sealing pack.
personnel with instructions for major equipment and show evidence in writing to the City of Rancho
1.03 SUBMITTALS Cucamonga at the conclusion of the project that this service has been rendered. a. Manufacturers name 6. Field splices between the automatic controller and electric control valves will not be allowed
b. Nominal pipe size without prior approval of the City of Rancho Cucamonga.
A. Material list: E. Equipment to be Furnished: c. Schedule or class
d. Pressure rating in P.S.I. K. Automatic Controller:
1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name 1. Supply as a part of this contract the following tools: e. NSF (National Sanitation Foundation) approval
in the Drawings and Specifications. No substitution will be allowed without prior written approval by f. Date of extrusion 1. Automatic controller(s) shall be of size and type shown on the Drawings.
the City of Rancho Cucamonga. a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of
sprinkler and valve supplied on this project. 8. All fittings shall bear the manufacturers name or trademark, material designation, size, 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga.
2. Complete material list shall be submitted prior to performing any work. Material list shall include b. Two (2) four-foot valve keys for operation of gate valves. applicable I.P.S. schedule and NSF seal of approval.
the manufacturer, model number, and description of all materials and equipment to be used. c. Two (2) keys for each automatic controller. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic
Although manufacturer and other information may be different, the following is a guide to proper d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each C. PVC Non-Pressure Lateral Line Piping: controller location is to be fumished by others. The final electrical hook-up shall be the
submittal format: of quick coupling valve installed. responsibility of the Contractor.
type q 9
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints when
Item_ No. Description Manufacturer Model No. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. installed in planting areas.
Before final observation can occur, evidence that the City has received material must be shown to L. Electric Control Valves:
1 Backflow Preventer Febco 825-Y-BV the City of Rancho Cucamonga. 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with 1. All electric control valves shall be the some size and type shown on the Drawings.
2 Automatic Controller Calsense ET2000-24 -LR-RR solvent welded joints.
3 Master Valve Superior 3100 RCV 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
4 Etc. Etc. Etc. 3. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound conforming to ASTM 2• All electric control valves shall have a manual flow adjustment.
A. Handlin of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, resin specification D1784. All pipe must meet requirements set forth in Federal Specification
9 PP g 9 I .
3. Provide an install on control valve box for each electric control valve
Irrigation submittal must be specific and complete. All items must by listed and should include loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle PS-22-70 with an appropriate standard dimension ratio.
d ec
solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturers literature (catalog which allows the length of pipe to lie flat so as not to subject it to under bending or a concentrated
cuts) are required as submittal information. external load at any point. Any section of pipe that has been dented or damaged will be discarded, 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.018), all requirements for
and if installed, shall be replaced with new piping. non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line
3. Equipment or materials installed or fumished without prior approval of the City of Rancho pipe and fittings as set forth in section 2.01 B of the Specifications.
Cucamonga may be rejected and the Contractor may be required to remove such materials from the 1.05 SUBSTITUTIONS
D. Brass Pipe and
site at his own expense. Fittings:
A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials
4. Approval of any item, alternative or substitute indicates only that the product or products listed on the Drawings and Specifications, he may do so by providing the following information to 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal
apparently meet the requirements of the Drawings and Specifications on the basis of the information the City of Rancho Cucamonga for approval: Specification #WW-P-351.
or samples submitted.
1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of 2. Fittings shall be red brass conforming to Federal Specification #WW-P460.
5. Manufacturers warranties shall not relieve the Contractor of his liability under the guarantee. paper for each item to be submitted.
Such warranties shall only supplement the guarantee. E. Copper Pipe and Fittings:
2. Provide descriptive catalog literature, performance charts and flow charts for each item to be
B. RECORD DRAWINGS: substituted. 1. Pipe: Type K, hard tempered.
1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid prints 3. Provide the amount of cost savings if the substituted item is approved. 2. Fittings: wrought copper, solder joint type.
which shall be corrected daily, showing every change from the original Drawings and Specifications DESCRIPTION OF REVISION ___TDATE cITY
and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any 3 Joints shall be soldered with silver solder, 45 % silver, 15% copper, 16% zinc, 24% cadmium, APPROVED:
obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site submittal item as an approved equal to the equipment and materials listed on the Drawings and solidus at 1125° F, and liquidus at 1145° F.
and shall be used only as a record set. Specifications. CITY OF RANCHO C U CA M 0 N GA
F. GateVahres:
2. The Contractor shall make neat and legible notations on the record drawing progress sheets 1.06 GUARANTEE IRRIGATION AND PLANTING SPECIFICATIONS
daily as the work proceeds, showing the work as actually installed. For example, should a piece of 1. Ball Valves (I%n and smaller) DAY CREEK VILLAGE
equipment be installed in a location that does not match the plan, the Contractor must indicate that A. The guarantee for the irrigation system shall be made in accordance with the attached form. The
equipment has been relocated in a graphic manner so as to match the original symbols as indicated General Conditions and Supplementary Conditions of these Specifications shall be filed with the a. Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall be equipped with a DRC 2001 -00638 AND ROW 2002-01425
in the irrigation legend. The relocated equipment and dimensions will then be transferred to the City prior to acceptance of the irrigation system. stainless steel handle.
original record drawing plan at the proper time. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. HIGHLAND AVE WEST OF DAY CREEK BLVD
B. A copy of the Guarantee form shall be included in the operations and maintenance manual. c. All Ball valves shall be installed per detail. STA 16+80 TO STA 19+40
3. Before the date of the final observation, the Contractor shall transfer all information from the APPROVED BY: 1 - DATE: /��
drawing" prints to a sepia lar or similar mylar material. Arrangements shall be made C. The guarantee form shall be re-typed onto the Contractors letterhead and shall contain the 2. Resilient Wedge Gate Valve (2" and larger)
record d g p p y y g ANDSc CITY ENGINEER RCE. 24953
. � Ap
throw h the ci for obtaining said sepia mylar or similar mylar material. All work shall be in following information:
g ty a. Resilient Wedge Gate valves shall be @ coated and equipped with a 2 operating nut. d ti� DESIGN PLAN PREPARED BY: RECOMMENDED
waterproof India ink and applied to the mylar by a technical pen made expressly for use on mylar g epoxy >� 9 � fr
material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel S Esser, or b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved equal. "a DRA C D M M L c s C D R
Faber Castell. The dimensions shall be made as to be easily readable even on the final controller c. All Resilient Wedge Gate valves shall be installed per detail.
chart (see Section C). The original mylar "record drawing" plan shall be submitted to the City of , DRAWN ` ,^ , 5, .5 , o ` A.M. ,E. , ; , ', . SHEE
r * DRA Tr saa..
I completion f e controller chart.
Rancho Cucamonga for approve prior to the comp etlo o th
a sw K eros a**a.��■ w n� w°I� L 5.0 of 7
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sl �� CHECKED ROBERT CURLEY R.L.A. NO 3583 DRAWING NO.
�rF of CA��f�`e� RLC DATE FILE NO 1855-L
SHEET OF
M. Control Valve Boxes: 3.03 INSTALLATION 3.04 TEMPORARY REPAIRS CONCRETE SPECIFICATIONS
Quick
1. Use 10" x 10-314" round box for all gate valves. Carson Industries #910-12B with green A. Trenching: The City reserves the right to make temporary repairs as necessary to keep the sprinkler system PART 1 GENERAL
bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) equipment in operating condition. The exercise of this right by the City shall not relieve the
inches. 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even Contractor of his responsibilities under the terms of the guarantee as herein specified. 1.01 Description
grade. Trenching excavation shall follow layout indicated on the Drawings and as noted.
2. Use 9-112" x 16" x 11" rectangular box for all electric control valves. Carson Industries # 3.05 EXISTING TREES For concrete information refer to the Standard Specifications for Public Works Construction (Green
1419-12B with green bolt-down cover or approved equal. 2. Provide for a minimum of twenty-four(24) inches cover for all irrigation lines installed under Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well as
paving or hardscaping. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible any other sections related to the installation, per and post installation of concrete work, materials,
3. Use 6" diameter x 8-314" deep round plastic valve box for all quick coupling valves. Carson care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots labor, and clean-up. The Standard Specifications for Public Works Construction is available from:
Industries # 608-12 with green flex-lock cover or approved equal. 3. Provide for a minimum of twenty-four(24) inches cover for all pressure supply lines of three (3) occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the
inches or larger in diameter. path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent BI Building News
4. Use 9-112" x 16" x 11" rectangular box for all electric control valves installed within on-grade scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller 3055 Overland Avenue
landscaped areas. Carson Industries # 1419-12B with green bolt-down cover or approved equal. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of two and one than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, Los Angeles, CA 90034
half(21/2") inches or smaller making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two (310) 202-7775
5. Use 10" x 10-114" round box for all quick coupling valves installed within on-structure coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four(24)
landscaped areas. Carson Industries No. 910-12B with green bolt-down cover or approved equal. 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. hours; and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded 1.02 Scope
with burlap or canvas.
N. Sprinkler Heads: 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. Furnish and install all concrete work complete as indicated on the drawings or as specified,
3.06 FIELD QUALITY CONTROL including, but not limited to the following:
1. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with 7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads.
the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or A. Adjustment of the System: A. Furnish and set all reinforcing steel, bolts, and anchors.
specified in these special provisions. B. Backfilling:
1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to B. Install all items required by other trades which are to be cast into concrete.
2. Spray heads shall have a screw adjustment. 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be
p y ) prevent overspray onto walks, roadways, and buildings as much as possible. a
carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable.
3. Riser units shall be fabricated in accordance with the details shown on the drawings. sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall 2. If it is determined that adjustments in the irrigation equipment will provide proper and more
be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may 1.03 Protection
4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or also include changes in nozzle sizes and degrees of arc as required.
body. other surface irregularities. All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade shall
3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days be placed imediately after concrete finishing. Contractor shall furnish, place and remove all of his
5. All sprinkler heads of the same type shall be the same manufacturer. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than after notification by the City. own barricades. Contractor shall be responsible for any damage to new construction and
one-half(1/2) inch in size will be permitted in the initial backfill. replacement or repair of the work shall be made without added cost to the City.
O. Sleeving: 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on
3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. the Drawings. 1.04 Clean-up
1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shall be
Schedule 40 P.V.C. or approved equal. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, planting, 5. Rain Bird EFS-CP-PRS valves will be set per manufacturers specification so that each lateral Upon completion of all concrete work and before final acceptance, the Contractor shall remove all
or other construction are necessary, the Contractor shall make all required adjustments without operates at design pressure. tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in a clean, neat
P. Vandal Resistant Controller Enclosure: cost to the City. condition acceptable to the
B. Testing of Irrigation System: PLANTING SPECIFICATIONS
1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation C. Trenching and Backfill Under Paving:
Detail sheet. 1. The Contractor shall request the presence of the City of Rancho Cucamonga in writing at least PART 1 - GENERAL
1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, 48 hours in advance of testing.
2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting shall be backfilled with sand (a layer four(4) inches below the pipe and six (6) inches above the 1.01 Scope of Work:
the automatic sprinkler controller and terminal strip. pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove
Trenches for piping shall be compacted to equal the compaction of the existing adjacent watertight. Contractor shall provide all materials, labor and equipment incidental to and necessary for
3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. Metal undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the
conduit shall run from the 117 volt supply to the controller housing. All power within the housing the adjoining grade. The Contractor shall set in place, cap and pressure test all piping under paving Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. Specifications as follows.
shall be properly phased. prior to the paving work.
3.a All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per 1.02 Standards:
4. A terminal stripshall be provided, clear) indicating theproper ints of connection of all 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where square inch and proven watertight prior to paving.
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an cuffing or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced b i of orders stars
appropriate wirin (station valve master I I Y 9 9 rYY All work and materials shall comply with governing codes safety dards and
s s aste valve, common centra control).9 ( ) p Y 9 9 tY
the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace joints and regulations, and meet the minimum requirements of the Standard Specifications For Public Works
Q. Miscellaneous Irrigation Equipment: shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will be permitted under repeat test until entire system is proven watertight. Construction (Green Book) latest edition.
concrete paving.
1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the City of 1.03 Quality Assurance:
3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. Rancho Cucamonga. No pipe shall be backfilled until it has been observed, tested, and approved in
2. All miscellaneous irrigation equipment shall be as specified or approved equal. writing. A. All Contractors performing Site Development work, must be licensed in accordance with the laws
D. Assemblies:
of the State of California.
avoid injury to trees and tree 6. Furnish necessary force pump and all other test equipment.
1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and
(and various assemblies) in such a manner as to conform with the details in the Drawings. 7. When the irrigation system is completed, perform a coverage test in the presence of the City of Material Suppliers expected to be employed during the course of construction.
PART 3 - EXECUTION Rancho Cucamonga to determine if the water coverage for planting areas is complete and adequate.
2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. Furnish all materials and perform all work required to correct any inadequacies of coverage due to C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during
3.01 OBSERVATION OF SITE CONDITIONS deviations from the Drawings, or where the system has been willfully installed as indicated on the entire course of the Construction Contract. The amount of insurance shall be determined by City.
3. Install all assemblies specified herein in accordance with respective detail. In absence of detail Drawings when it is obviously inadequate, without bringing this to the attention of the City of
A. All scaled dimensions are approximate. The Contractor shall check and verify all size drawings or Specifications pertaining to specific items required to complete work, perform such Rancho Cucamonga. This test shall be accomplished before any ground cover is planted. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and
dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding with work work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. City to give starting and completion dates. Contractor shall also supply the Landscape Architect
under this Section. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to most and City with the name and telephone number of the person in charge of the work.
4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. site requirements.
B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall be Installation and solvent welding methods shall be as recommended by the pipe and fitting 1.04 Responsibilities and Coordination:
responsible for damages to utilities which are caused by his operations or neglect. Check existing manufacturer. 3.07 MAINTENANCE
utilities drawings for existing utility locations.
5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape A. The entire irrigation system shall be under full automatic operation for a period of seven (7) days
C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal prior to any planting.
with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. joints. Light wrench pressure is all that is required. Where threaded PVC connections are required,
use threaded PVC adapters into which the pipe may be solvent welded. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period.
D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed
before starting work on the irrigation system. E. Line Clearance: 3.08 CLEAN-UP
3.02 PREPARATION 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (12) Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be
inches from lines of other trades, with the exception of the control wire sleeve(s) which shall be removed from the site, all walks and paving shall be bloomed or washed down, and any damage
A. Physical layout: installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one sustained on the work of others shall be repaired to its original condition.
another.
1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
location of sprinkler heads. F. Automatic Controller Assembly:
A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga at
2. All layout shall be approved b the Ci of Rancho Cucamonga prior to installation. Install as per manufacturer's instructions. Remote control valves shall be connected to controller time of final observation. An items deemed not acceptable b the Ci of Rancho Cucamonga shall
Y PP Y City 9 P Y P Y City 9
in numerical sequence as shown on the Drawings. be reworked to the complete satisfaction of the City of Rancho Cucamonga.
B. Water Supply: B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has received
G. High Voltage Wiring for Automatic Controller: all accessories, charts, record drawings, and equipment as required before final site observation
1. The irrigation system shall be connected to water supply point(s) of connection as indicated on can occur. DESCRIPTION OF REVISION DATE CITY
the Drawings. 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. APPROVED:
3.10 SITE OBSERVATION SCHEDULE
2. Connections shall be made at the approximate location(s) shown on the Drawings. The 2. All electrical work shall conform to local codes, ordinances, and union authorities having CITY OF RANCHO C U CAM 0 N GA
Contractor is responsible for minor changes caused by actual site conditions. jurisdiction. A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for
the following observation meetings, according to the time indicated: IRRIGATION AND PLANTING SPECIFICATIONS
C. Electrical Supply: H. Remote Control Valves:
1. Pre-Job Conference - 7 days DAY CREEK VILLAGE
1. Electrical connections for any and all automatic controllers shall be made to electrical point(s) of 1. Install where shown on the Drawings. Where grouped together, allow at least twelve (12) inches
connection as indicated on the Drawings. between adjacent valve boxes. Install each remote control valve in a separate valve box. 2. Pressure supply line installation -24 hours DRC 2001 -00638 AND R 0 W 2002-01425
HIGHLAND AVE WEST OF DAY CREEK BLVD
2. Connections shall be made at the approximate location(s) shown on the Drawings. The I. Flushing of System: 3. Lateral line and sprinkler installation - 24 hours STA AVE W TO STA CREEK
Contractor is responsible for minor changes cause by actual site conditions.
19+40
1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion 4. Automatic controller installation - 24 hours APPROVED BY: DATE: � ✓Y-
work has been completed, and prior to installation of sprinkler heads, the control valves shall be *o ,&NDSCAP,, CITY ENGINEER i RCE: 24953
5. Control wire installation -24 hours Ur ek 'Qc
opened and full head of water used to flush out the system. kN0 DESIGN PLAN PREPARED BY: RECOMMEN D
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a o n� DRA C U M M IL G• 5 C U R
2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the 6. Pressure supply line and lateral line testing -48 hours ` /
complete satisfaction of the city of Rancho Cucamonga. ,
DRAWN s s o o . , E S I
7. Coverage test -48 hours # . . '"��"'"" ra w"""'°"`aw . , SHEET
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J. Sprinkler Heads: 8. Final observation -7 days sr1T X01 CHECKED ROBERT CURLEY R.L.A. NO 3583 DRAWING NO.
F pF c►.t-IFS RLC DATE FILE NO 1855-L
SHEET OF
A. Permits: The Contractor shall obtain and pay for all permits and inspections required by 3.02 Topsoil: PART 5 - GROUND COVER AND BEDDING PLANTS PART 7 - LANDSCAPE MAINTENANCE
governing authorities for the work to be performed.
A. Existing on-site soils listed as 'acceptable' under'Site Grading' specification. 5.01 Scope of Work: 7.01 Scope of Work:
B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the
plans at the site prior to commencement of any work under this contract. The Contractor shall B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Provide all materials and equipment and perform all work necessary for and incidental to installing Provide all materials, labor and equipment necessary for, or incidental to, performing all
verify the location and depth of all underground utilities prior to start of work. Silt plus clay content of this soil shall be no greater than 15% by weight. The boron content of this all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the maintenance requirements as reasonably implied or as delineated in the specifications including,
soil shall be no greater than 1 part per million as measured on the saturation extract. The sodium specifications. but not limited to the following:
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure
utilities such as water, electrical power and gas as required by him for the construction of the conformance, samples of the imported soil shall be submitted to an agronomic soils testing 5.02 Bedding Plants: Maintain all plants and planted areas.
project. Temporary services shall be coordinated with the City and other contractors on the job site. laboratory, approved by the project Landscape Architect for analysis prior to use. Result of testing Keep planted areas free of weeds and debris.
to be delivered to City for approval. Soil test to include analysis and recommendations. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of Prune trees and shrubs.
D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all the species and variety shown on plans. Fertilized all plants and planted areas.
surveys, reference points and elevations required by him, and shown on plans for proper execution 3.03 Soil Amendments: Irrigation.
of site construction. 5.03 Ground Cover: Insecticide spraying.
All soil amendments shall be as specified in the Agronomic Suitabilit (Fertility soils report furnished
E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by by the Contractor Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be 7.02 Fertilizers:
him for the construction of the project. All temporary traffic barriers and detours shall conform to all established and well rooted in flats or similar containers.
conditions required by the City or governing authorities. 3.04 Soil Preparation: A Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled
5.04 Mulch: Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils
1.05 Defective and Unauthorized Work: All work on irrigation system shall be complete and inspected for recommended approval and, fine report. Available from Gro Power (909) 393-3744.
grading completed, prior to rototilling and prior to soil amendment work. Mulch: Shall be of compacted wood chip fiber.
All work which is determined by inspection to be defective in its construction or deficient in any of B. Ammonium Sulfate: Granular form containing not less than 21 % nitrogen and 24% sulfur and
the requirements of the plans and specifications, shall be remedied or removed, and replaced by the After rough grades have been established, prepare all lawn and planting areas by tilling or cross 5.05 Coordination: shall be registered as an agricultural miner, with the State Department of Agriculture in compliance
Contractor at his own expense in a manner acceptable to the Landscape Architect and City. ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code.
site, except for areas that are to be sodded, in which all rock and debris more than 1" in diameter A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting
1.06 Inspections: shall be removed. is delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and 7.03 General:
other damaging elements.
The Contractor shall arrange for inspections by notifying the Landscape Architect, City and Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area Maintenance shall start immediately after landscape irrigation and planting.
governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to
shall be as listed below, but not necessarily in this order. Only the inspection pertaining to the each 1,000 square feet of planting area: bedding plants and ground cover planting. Maintain all plants and planted areas on a continuous basis as they are installed during the progress
project scope of work will apply: of the work, and continue to maintain them until final acceptance of total project. Replace any dead
4 cubic yards of nitrolized Redwood or Fir shaving or equal. 5.06 Installation: or dying plants as directed by the Landscape Architect and City representative.
Rough Grading. 200 lbs. of Gro-Power or approved equal.
Drain Lines and Catch Basins. Plant ground cover and bedding plants in moist soil and space as indicated on plans. A. Irrigation: Operate irrigation system on an established program to maintain all plants and
Irrigations (main line pressure, coverage & system operations test). The above soil conditioning are minimal qualities only and should be used only for bidding purpose, planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Damao!
Soil Preparation and Finish Grading. because soil conditions may change drastically from the time these specifications were developed Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall
Plant Material (delivery & placement). to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own Soil moisture shall be such that soil does not crumble when removing plants from container. be restored to its original condition at no cost to the City. Failure of any part of the irrigation system
Substantial Completion Inspection (at completion of landscape improvements) -7 Days. soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be shall be brought to the attention of the City. No repairs other than emergency repairs shall be
Final Inspection (after maintenance period) - 7 days. conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface accomplished without written permission from the City.
Architect and City. Copies of the soil test to be provided during the Pre-construction job drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is
The contractor shall arrange a Preconstruction job conference with the Landscape Architect and conference. established. Watering shall begin immediately after mulching. (Grading shall accommodate the B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals
City a minimum of seven (7) days prior to the beginning work. mulch) not to exceed 10 calendar days.
3.05 Finish Grading:
1.07 Guaranties: 5.07 Protection: The Contractor may elect to remove such concentrations of weeds manually or by an apprrnred
After rototilling operations are complete, grade areas to establish finish grades for planting. All flow herbicide program.
A. Plant Materials: All trees, shrubs, ground cover, bedding plants and lawn shall be guaranteed lines shall be maintained and proper tolerances shall be met after settlement at the end of the Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance.
from date of final acceptance of landscape construction for periods as follows: project maintenance period. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as
may become necessary thereafter by an approved method of pest control, to keep all plants and
Trees 24" box & larger 1 year Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. PART 6 - WEED ABATEMENT planted areas free of insects and disease. Method shall be reviewed by the City prior to any
Trees 15 gal. & smaller 1 year applications. Pest Control shall include Gopher control.
Shrubs All sizes 120 days 3.06 Coordination: 6.01 Scope of Work:
Ground Cover 120 days D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of
Bedding Plant 120 days Weed abatement work shall be coordinated with the installation of the irrigation system rototilling Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as maintenance program and continue to prune plants as directed or as may become necessary until
Lawn (sod) 120 days and soil amendment work, and planting. (See Weed Abatement section). reasonably implied, and as delineated in the specifications. the end of the maintenance program.
Lawn (seed) 120 days from first mowing
6.02 Quality Assurance: Remove trash weekly. Ede round cover to keep in bounds and trim to growth as necessary to
PART 4 - TREES AND SHRUBS tY iY 9 9 P P 9 rY
Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance achieve and overall even appearance. Exterminate gophers and moles; repair damage.
period. Landscape Contractor shall replace and plant all materials which have died within the time 4.01 Scope of Work: A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest
span stated above, at no cost and within 5 days from receiving written notice from the Landscape Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are PART 8 - ACCEPTANCE OF PROJECT
Architect or City. If dead material is not replaced and planted within the 5 day period, City may Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on required.
replace dead material with new material and charge the Landscape Contractor for all expenses plans, as reasonably implied and as delineated in the specifications. B. All materials and methods must conform to Federal, State, and Local Regulations. 8.01 General:
incurred.
4.02 Products 6.03 Submittal: Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped
w w I I m for B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site A. Nomenclature - Plant names indicated on the drawings conform the Standard Plant Names areas s required prior to final acceptance of the work by the City. The Commencement date o the
development, for period of one year from da f final n f project. established b the American Joint Committee on Horticulture. Except for names covered therein Prior to the Installation of any weed control materials, the Landscape Contractor shall submit to the maintenance period shall commence upon written approval for all phases of planting Installation by
too a acceptance ce o o ect
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Landscape Architect/Ci a list of the weed control materials and quantities r acre intended for the Ci Public Works Inspector. Maintenance period shall be adequate to verify plant
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the established custom of the nurse is followed. P Architect/City q City P Pe q fY
nursery
1.08 Material and Labor Releases: use in controlling the weed types prevalent and expected on the site, as supplied by the Pest characteristics and establishment.
B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape
Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and free from plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, Architect and City data to demonstrate the compatibility of the weed control materials and methods A Two inspections shall be made that affect the establishment period: The first after all plantings
materials releases for all work performed under Site Development. well-filling their container, buy not to the point of being root bound. Plants shall not be pruned at with the intended planting and seed varieties present. have been completely installed in order to approve the beginning of the establishment period, and
anytime, and in no case shall trees be topped. the second at the end of the establishment period. If plantings are not acceptable at the end of the
1.09 Disposal and Clean-up: 6.04 Responsibility and Coordination: 180 day period, due to defective maintenance, then continue establishment until all work meets with
C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture the Specifications and can be approved.
Remove all waste materials (including excavated material classified as unacceptable soil material), practices and shall be of the size and caliper normally associated with the container size specified A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent
trash and debris generated or encountered during the course of landscape construction, and legally on plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited until intrusion into the treated areas and to notify the public. B. At termination of establishment period all plant material shall be live, healthy, undamaged, and
dispose of it. During the course of the work, remove surplus materials from the site and leave the approval of the Landscape Architect or City. free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition
premises in a neat and clean condition. Clean up and remove all remaining debris and surplus B. No material or methods shall affect the landscape planting or hydroseed germination. No material before final acceptance of work will be made. All areas shall be neatly raked and free of weeds.
materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned D. All plant material delivered to the site showing signs of damage or disease or is insufficient in or method shall render the job site unusable for more than 10 days from date of application.
upon the request of the inspector. size to carry out the intent of the planting plan will not accepted and will be replaced at Contractor's
expense. 6.05 Non-Selective Herbicides:
PART 2 - EXECUTION
E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the
2.01 Protection: 15-gallon) shall have been grown in containers for at least one (1) year, but not over two (2) years. Pest Control Advisor)
Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be 6.06 Selective Herbicides:
allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute
material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, materials are approved in advance by the City, and are made at no additional cost to the City. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest
wood chips or other suitable material until planting. Except for authorized variations, all substitute plant materials shall conform to the requirements of Control Advisor)
these specifications.
2.02 Installation:
6.67 Weed Eradication:
G. Plants Not Approved -Plants not approved are to be removed from site immediately and replaced
Detailed layout of plants within the planting areas shall be performed by Contractor and approved by with suitable plants. The City reserves the right to reject entire lots of plants represented by If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting
the Landscape Architect and City prior to planting. defected samples. areas will require control prior to removal, spray these areas per Pest Control Advisor's
Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the recommendations.
P 9 9 H. Stake all trees, as per details immediately after planting to prevent wind damage.
following mixture: A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious ciTY
1. Plant trees that are to be located in lawn or ground cover areas after finish grades are first materials from planting areas. DESCRIPTION OF REVISION DATE APPROVED:
Native, On-Site Soil with rock no greater than 3" in diameter established and allow at least 7 calendar days prior to installation of said lawns or ground cover to
Gro Power Plus, 5-3-1 15 lbs/cy provide for thorough watering of trees. All planting holes shall be excavated as defined on Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" -2" below the CITY OF RANCHO C U CAM O N GA
Iron Sulfate 2 lbs/cy appropriate details. surface of the soil. Physically remove all weeds from the site.
IRRIGATION AND PLANTING SPECIFICATION S
(To be used for bidding purposes only, verify with Agronomic Soils Test.) 4.03 soil Amendments:
DAY CREEK VILLAGE
After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow Soil amendments shall be as recommended in the Agronomic soils report
h water-in and establishment.thorough n . DRC 2001 -00638 AND ROW 2002-01425
4.04 Trees Stakes:
Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. HIGHLAND AVE WEST OF DAY CREEK BLVD
Berms in turf areas to be removed prior to City acceptance. Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further STA 16+80 TO STA 19+40
information.
APPROVED BY: DATE U-2
PART 3 - SOIL PREPARATION AND FINISH GRADINGthe ti
�o %_ANoscAPE CITY ENGINEER {.,Gu RCE: 24953
Curl&y 1p
3.01 Scope of Work:
�0 DESIGN PUN PREPARED BY: RECOMMEND
A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil
n C U M M I C 5 C U R
DRA Y
preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably !r DRAWN A S S 0 C A T E S I SHEET
L • • • • A L •
implied, or as delineated in the specifications.
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t :.� .� A�i * 111Q M••1 H/�1 81�4t.013.t�IIY.}k.ILDOwwM A/1 •
B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. °w' *Alling "'°� =�`o "'N' """' � 7.0 of 7
C. Cleaning and finish grading of planters areas and planting areas. ,� CHECKED ROBERT CURLEY R.L.A. NO 3583 DRAWING N0.
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qlE OF CAS+F� RLC DATE FILE NO 1855-L
SHEET OF