HomeMy WebLinkAbout1674-L DEVELOPER/OWNER
LANDSCAPE ARCHITECTURA PLANS
It Steven Walker liomes
TRACT 14509 STREETSCAPE & EQUESTRIAN TRAIL
_
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7161 INDIANA AVENUE, RIVERSIDE, CA. 92504
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I�ERS
(909) 784 0840
E A EDI TRI TN . 1
�IlAI TLANDSCAPE
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 COVER SHEET L-1
LANDSCAPE ARCHITECT AND THE CITY.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. IRRIGATION PLAN L-2
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD PLANTING PLAN L-3
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 IRRIGA TION DETAILS L-4
DAMAGE INSURANCE AS REQUIRED BY LAW.
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT PLANTING DETAILS L-5
WILSON AVENUE ui 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
> Q PROJECT SITE SPECIFICATIONS L-6
6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL
RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. SPECIFICATIONS L-7
z 0 Z 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS
V uc w HAVE BEEN APPROVED BY THE CITY ENGINEER.
LEMON AVENUE Q = Q CONSTRUCTION LAYOUT L-8
Z 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT
w WIDE FLAT AREA AT THE TOE OF SLOPE.
�1 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT
HIGHLAND AVENUE ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL
CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE
OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL
REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER
COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
VICINITY MAP 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
NOT TO SCALE 1 1• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525.
12• CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
* BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS
« BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS
BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
13 MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
MAINTENANCE RESPONSIBILITY MAPPRIOR TO FINAL CONSTRUCTION. CONSULTANTS
14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
« PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
« PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
• ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. STEVEN FRENKEN
CIVIL ENGINEER
LANDSCAPE ARCHITECTURE J A. WILSON & ASSOCIATES
893 W.CUMBERLAND STREET * ITPLANTD.CA 91786223 NORTH FIRST AVENUE
PHOT\'E&FAX (9091985-4864 � 1-
��E UPLAND, CA 91786
� .2x22 (909) 985-2885
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PROJECT LIMIT UNE '
.-. 6/30/0
I y
OF CALF
Z4
w LANDSCAPE QUANTITIES
Q CORKIVOOD COURT TOTAL S.F LANDSCAPE AREA: HERMOSA AVE 3,464 S.F. SOUTH TRACT BORDER: 25,220 SQ.FT. TOTAL 28,684
(INCLUDES 12,640 SQ. FT. TRAIL)
0
- - - NET PLANTING AREA 16,044 SQ. FT.
TOTAL ACRES LANDSCAPE AREA: HERMOSA AVE .08 ACRES, SOUTH TRACT BORDER: .58 ACRES TOTAL .66 ACRES CVCArcl;
1t7
409 OF L.M.D. SHALL BE HARDSCAPE = 6,417 SQ. FT. O DESCRIPTION O F REVISION DATE APPROVED:
LANDSCAPE MAINTENANCE AREA TOTAL S.F. CREDIT FROM SIDEWALKS OVER 4' WIDE 630 SQ.FT. TOWARDS HARDSCAPE REQUIREMENT
, CITY OF RANCHO CUCAMONGA
TOTAL S.F. CREDIT FROM DRAINAGE SWALES 3,011 SQ.FT. TOWARDS HARDSCAPE REQUIREMENT
TRACT 14509
I 409 HARDSCAPE REQUIREMENT (6,417 SQ.FT.) MINUS CREDIT (3,641 SQ.FT.) = 2,776 SQ.FT. LMD LANDSCAPE PLANS
TOTAL S.F. COBBLE AREA: HERMOSA AVENUE 1 ,161 SQ. FT. O
EQUESTRIAN TRAIL SIDE � O
PROJECT LIMIT LINE TOTAL S.F. COBBLE AREA: ALTA LOMA BASIN 2,575 SQ. FT. c COVER SHEET
ALTO LOA1.9 BASIN ►� '�
TOTAL HARDSCAPE PROVIDED: 3,736, SQ. FT. E--� Z
SURFACE: 1 640 S APPROVED BY: /' DATE:!'-11p`
TOTAL S.F. EQUESTRIAN TRAIL SU F CE 2, Q FT. CITY ENGINEERG RCE: 24953
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DESIGN PLAN PREPARED BY: RECOMMENDED
TOTAL STREET TREES PER STREET: Roic�c
STEVEN FRENKEN ZZ�L
HERMOSA AVENUE - PLATANUS ACERFOLIA 10 - 15 GALLON DRAWN LANDSCAPE ARCHITECTURE SHEET
SAF 893 W.CUMBERLAND STRFFT • UPLAND,CA 91786 L-1 OF 8
EQUESTRIAN TRAIL SIDE - CERCIS OCCIDENTALIS 16 - 15 GALLONPHONF&FAX 40985-4864
CHECKED STEVEN FRENKEN R.t.A. N02622_ DRAWING NO.
TOTAL L. F. OF TRAIL FENCE: 659SAF DATE 6/30/00 FILE NO STWHOIIl j(o 7q-L
S,HT . NO . 3 OF
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1671 . 31 1671 ,6 1 16729 1 1673. 3 Ir- 1673.6 111`74 1 1 i
MATCH S.B.C.F.C. R/W 6' CONC. BLOCK WALL PER CML PLANS
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1672. 1 A-3 2,347 SQ, FT. 1672.9 A-4 2,138 SQ. FT.
o STEEL VEHICLE GATE WITH SIDE ACCESS PER STD DETAIL 1006-A 8' CHAIN LINK FENCE AND 6" X 6" MOW STRIP PER CML PLANS 1 1 4 1
26' GATE 36 27
X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x-
A-2 2,319 SQ. FT,
1 1 4 ALTA LOMA BASIN
31
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x- 1671 , 3
CONTRACTOR TO INSTALL ALL VALVE BOXES IN PLANTER
AREA OUTSIDE OF EQUESTRIAN TRAIL --
SCALE: 1 " = 20'
IRRIGATION NOTES
� i. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR
\ THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
-�� 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A
FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS
AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
_ 3. BACKFLOW PREVENTION DEVICE SFiAL.L BE INSTALLED WITHIN A STRONG BOX (SB) SBBC- 45 AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE
I6' CONC. BLOCK WALL SEE CIVIL PLANS STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
co 6' CONC. BLOCK WALL SEE CML PLANS I 6' WROUGHT `, \� / -
`D IRON FENCE /4 - 4. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
.-+ f
-774TR 3/4 3/4 _ 5. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER
15
�--- Q =- - -Z 1/4' Q` POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY UNES AND EQUIPMENT, AND ARCHITECTURAL FEATURES.
- - _
»> ch ;.,; =- 6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON FLINTS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR
�_ -
- - DIRECTION IMMEDIATELY 0 THE CITY.
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1 1/4' 2 1/2' _ -
- - - - - - - - - - - - '� 7. THE CONTRACTOR SHALL FAMILIARIZE HtMSEtF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, MID SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,
--- - _. __. - -- - -- - - - _ _ - - - - - ---- - - -- - -- - -- - - - - - - -- - - --- - AT NOCO ST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
F
CURB do GUTTER 3 CURB & GUTTER _= S. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MMMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHAH INCLUDE
A-1 1,199 SQ. FT. H ER MOSA AVENUE U E v A 5 1,600 SQ. FT. _u THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION.
1 28 =< 9. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE
23 W - IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR WOLF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO
PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.
BOUNDARY 10. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT
THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING.
11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) APPLIED FOR 8 HOURS A
_ NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
POINT 0 F CONNECTION 12. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE
AUTOMATIC CONTROLLER "A" / ELECTRICAL P.O.C. IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE
CONTRACTOR TO CONNECT TO NEW 2" DOMESTIC WATER METER. CITY
AUTOMATIC CONTROLLER TO BE A CALSENSE ET-1-12-DR-W/ANT-1 TPI-TP110 (ANTENNA PORT) TO BE INSTALLED WITHIN A STRONGBOX (SB)-24-SS/120 VOLT METERED SCALE: 1 = 20
CONTRACTOR TO INSTALL A 2" LINE SIZE GATE VALVE, A 2" REDUCED ENCLOSURE. MOUNT ANTENNA (EPDXY-FILLED) ON TOP THE ENCLOSURE PER MFG. SPECIFICATIONS AND ATTACH COAXIAL CABLE ELECTRICAL P.O.C.: 13. AUTOMATIC CONTROLLER "A' TO BEA CALSENSE ETt- 12 ( STATIONS)- DR.
PRESSURE BACKFLOW, A 1 1/4" FLOW SENSOR, ANDA 1 1/2" MASTER VALVE CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO NEW CONTROLLER LOCATION AS SHOWN. INSTALL NEW ELECTRICAL PULL BOX 1 1/2" ELECTRICAL CONDUIT (DIGITAL RADIO) w/ ANT-1 ANTENNA PORT INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT
INSTALL PVC MAINLINE TO CONTROL VALVES AS SHOWN. CONTRACTOR TO AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. SCE CO. TO INSTALL METER HEAD AND CONNECT TO STREET LIGHT CONTRACTOR CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM
VERIFY STATIC PRESSURE, METER LOCATION, AND SIZE. TO MAKE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. SYSTEM SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
EXISTING STATIC PRESSURE: 81 PSI CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL
SYSTEM DESIGN PRESSURE: 78 PSI AND CALSENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT 619 438-0525
PEAK GPM DEMAND: 36 GPM ( ) CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER.
15. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.
GATE VALVE TO BE INSTALLED
AFTER METER CONTRACTOR TO INSTALL BACKFLOW ASSEMBLY, FLOW METER 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1E" ABOVE FINISHED GRADE.
FOR SHUT DOWN OF SYSTEM AND MASTER VALVE, WITHIN PLANTER AREA ADJACENT TO WALL.
SQ. FOOTAGE
Tx-xx xX STATION NUMBER D D 0
xx VALVE SIZE
xx G.P.M. IRRIGATION LEGEND
SYMBOL MFG. MODEL NO. AND DESCRIPTION RAD G.P.M. P.S.I.
\� RAINBIRD 1812 SERIES SAM-PRS-8'-H W/ .4 PCS - 12" POP UP SPRAY 5' .4 30
a RAINBIRD 1812 SERIES SAM-PRS-B'-0-12" POP UP SPRAY 8' .26 30 �PNDSCAPE
o LOVSCAPE (PONT VALUE) PIONTS CLAIMED (SHRE
EET 1 F. 0) 0 RAINBIRD 1812 SERIES SAM-PRS-8'-H-12" POP UP SPRAY 8 .52 30
I RAINBIRD 1812 SERIES SAM-PRS-8'-VAN-12" POP UP SPRAY 8' 1.19 �,
p WATER CONSERVING PLANTS (20) 20 L-3, 1.1 30 c ' 2622
�f�
0 b RAINBIRD 1812 SERIES SAM-PRS-10'-Q-12" POP UP SPRAY 10' .39 30 ; 2 C',,
Cm
PRESSUREATURF LIMITED TO 25% (45`i+ RESIDENTIAL)(20) 20 No TURF ON PROJECT 6 RAINBIRD 1812 SERIES SAM-PRS-10'-H-12* '-H-12POP UP SPRAY 10 .79
3 CALC U LT I O N S 30 -----
C 0 N T R 0 LLE R 99A99
PLANTS GROUPED BY WATERING NEEDS (10) 10 SEE PLANTING PLANS L-3 6 RAINBIRD 1812 SERIES SAM-PRS-10'-VAN-12" POP UP SPRAY 10' .79
30 6/30/00
L WATER METER WARDSCAPE (NON IRRIGATED)SURFACES (10) 10 L-2, 12 RAINBIRD 1812 SERIES SAM-PRS-10'-F-12" POP UP SPRAY 10' 1.58 30
vI H.G.L. MEAN ELEVATION 1869' , 78 PSI LOW , 81PSI HIGH i RAINBIRD 1812 SERIES SAM-PRS-12'-Q-12" POP UP SPRAY 12' .65 30
SOURCE OF INFORMATION CUCAMONGA COUNTY WATER DISTRICT, CONTACT NAME (RICHARD) PERMEABLE PAVING (5) 0 RAINBIRD 1812 SERIES SAM-PRS-12'-H-12" POP UP SPRAY 12' 1.330
(909) 987-2591 DATE VERIFIED 10/14/99 LOW WATER TURF VARIETIES (5) O RAINBIRD 1812 SERIES SAM-PRS-12'-VAN-12" POP UP SPRAY 12' 1.3 30
WATER METER ELEVATION 1683 = 81 STATIC P.S.I. (LOW) X HIGH AT METER
REMOTE CONTROL VALVE A - 4 MULGN� PROVIDED M NON'CsROUND COKER AREAS l5) 3 L-3, 13 0 RAINBIRD 1812 SEREIS SAM-PRS-15'-Q-12" POP UP SPRAY 15' .92 30
TOTAL GPM 36Sptl AMENDMENTS (5) 5 WE ?,PECS. 8 RAINBIRD 1812 SERIES SAM-PRS-15'-H-12" POP UP SPRAY 15' 1.85 30
p e RAINBIRD 1812 SERIES SAM-PRS-15'-VAN-12" POP UP SPRAY 15' 1.23 30
p QUANTITY SIZE ITEM P.S.I. LOSS TOTAL POINTS CLAIMED 10
z 2" WATER METER 1.4 H WATTS 403-RT-RW LINE SIZE GATE VALVE
2" BACKFLOW DEVICE 11.8 MINIMUM POINTS REQUIRED 60
RAINBIRD EFB-CP-PRS-B SERIES ELECTRIC REMOTE CONTROL VALVE SIZE AS NOTED ON PIAN
1 1/4- FLOW METER 2.34 11E
Y 2" MASTER VALVE 59 PR15ATIM (POW VALLE) PONTS CLARIM (SHEET tom. ') ® SUPERIOR 3100 SERIES 1- 1/2" NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE
c
511' 2 1/2" MAINLINE 2.14 LOW GALLONAGE IRRIGATION SYSTEM (20) 20 L-2, 2.1 F DATA INDUSTRIAL 220P-FM-1258 - 1 1/4" FLOW METER INSTALL PER MFG. RECOMMENDATIONS
CITY
1 2 1/2- GATE VALVES .01 AUTOMATIC CONTROLLER (20) 20 L-2, 22 ® FEBCO REDUCED PRESSURE BACKFLOW MODEL 825-Y-BV- 200 - 2" REDUCED PRESSURE BACKFLOW PREVENTEDESCRIPTION OF REVISION DATE APPROVED:
IN
" A STRONGBOX ENCLOSURE MODEL NO. SBBC-45-AL
1 1/2 REMOTE CONTROL VALVE 3.7
E 60' 3/4" LATERAL LINE LOSS 1.4 DESIGNED TO WATER PLANTS BY WATERING NEEDS (10) 10 L-2, 23 Ap
WILKENS 500 1-1/2- PRESSURE REGULATOR CITY OF RANCHO CUCAMONGA
Q 20 1" LATERAL LINE LOSS .48
SOIL MOISTURE SENSORS (10) O
0 1 1/4" LATERAL LINE LOSS 0 CALSENSE ET-1-12-DR W/ ANT-1, TPI-TP110 - 12 STATION WALL MOUNT ELECTRIC CONTROLLER W/ CONTROLLER CABINET
A STRONG BOX MODEL N0. SB-24-SS/120V TRACT 14509
N 0 1 1/2" LATERAL LINE LOSS 0
RAIN SENSORS (5) S L-2, 2.4 L-2 24 LMD LANDSCAPE PLANS
a 5' 2" LATERAL LINE LOSS 04 WNND SENSORS (3) O
FITTING LOSS (10%) .76
SENSITIVE TO SLOPE FACTO" (5) 5 L-2, 2.3 W 2" WATER METER BY CCWD
p ELEVATION CHANGE -9' +3.9
TOTAL STEM LOSSES 20.76 RECLAIMED OR RECYCLED WATER (5) O IRRIGATION PLA N
RAINBIRD 33DNP W/ 33DK - QUICK COUPLER VALVE O 150O.C. W/ 4 KEYS TOTAL
PRESSURE REQ. O HEAD 30.0 - ,
TOTAL POINTS CLAIMED 60 LATERALS SCH 40 PVC PIPE MINIMUM SIZE 3/4 MINIMUM COVER 12" APPROVED BY: , - ,� DATE/13-A2220
TOTAL PRESSURE REQUIRED 50.76 MINIMLR'1 POINTS REQUIRED bo CITY ENGINEER RCE: 24953
E LOWEST STATIC PRESSURE AVAILABLE 78 N*w..w..n.r.� MAINLINE SCH 40 1 1/2- AND BELOW CLASS 315 PVC PIPE 2" AND ABOVE- �SIZE AS NOTED ON PLAN
E MINIMUM COVER 18" - INSTALL IN PLANTER AREA OUTSIDE OF EQUESTRIAN TRAIL DESIGN PLAN PREPARED BY: RECOM DED
a RESIDUAL WATER PRESSURE 15 PSI - -
SLEEVES SIZED 2X LARGER THAN PIPE TO BE INSERTED UNLESS OTHERWISE NOTED. RO/GRG STEVEN FRENKEN
SET PRESSURE REGULATOR 66 PSI TO BE IN SLEEVES PER DETAIL ON SHEET L-4
DRAWN LANDSCAPE ARCHITECTURE SHEET
WIRE SLEEVES SCH. 40 PVC MIN. COVER AS REQUIRED SAF 893 W CLMBERLAND STREFT - UPLAND,CA 91786 L-2 OF 8
PHONF do FAX (909)985-4964
o CHECKED
STEVEN FRENKEN R.L.A. N(3 2622I�
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DATE 6/30/00 FILE NO SIbH 03 -�
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MOW STRIP PER CIVIL PLANS
26,
GATE
X - �X x x —x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x r, x x —x— x x—
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' I 6' WROUGHT 6' CONC. 0 WALL NS _ PLANTING NOTES
IRON FENCE _
.' , -. '' 1. _ -- �,r-- __ 1. CONTRACTOR SHAM NOTIFY THE Cftt AND LANDSCAPE ARCHITECT OF SITE CONDITIONS wMCFI PREVENT INSTALLATION PER PLANS AND
SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALUNG IRRIGATION EQUIPIAE1fT, AN REPLANTING AREAS
_ ,.. a ' +' •'� WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION
_ 2. CONTRACTOR SHALL FOLLOW THE DETAILS NO SPECIFICATIONS FOR SOIL PREPARATION. PLANT PIT REOUIREMLNTS, STAKING AND BACKFILL
- REQUIREMENTS.
- 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTRIIES, PIPES, STRUCTURES, ETC.. AND SWILL TAKE SOLE
CURB do G R 3 CUR ac GUTTER –
RESPONSIBIUTY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAAMGE OF SAID UNDERGOUND FACILITIES.
H E R M OSA AVENUE y -= 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION 'MT" THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN
_FV- COMPLETED, FINAL. GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND
D _Q THE WORK APPROVED BY THE CITY.
-- - 5. ALL PLANT MATERIALS SWILL BE APPROVED FOR QU/WTY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO IINSTALLATION. FINAL
------ -- - - — — — -
BOUNDARY LOCATKNN OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION.
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY OAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,
THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE
OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CrN.
SCALE: 1 - 20' 7. QUAMTTIES SHOWN ON THE LEGEND ARE FOR ESTWTE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS WNSTALLED SHALL BE
GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
8. WHENEVER SHRUB/GROUWCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE
r LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON.
9. CLEAN-UP SHALL TAKE PLACE ON A ONLY BASIS UNLESS OTHERWISE APPROVED BY THE CRY.
RW 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED
ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6- INTO THE SOIL AT THE REQUIRED RATES
6' HIGH CONC. r 8' CHAIN LINK PER 1 I
BLOCK WALL 7 �'r--2
FENCE ��YNITROGEN STABILIZED
SAWDUST3–RAIL PVC
FENCE PLANT
LGE* � es GYPSUM
2" LANDSCAPE
125 IBS GRO-POWER PLUS
AREA
11. LANDSCAPE AREAS SPALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT MOUNDCOVER
20' EQUESTRIAN TRAIL T Eg AREAS. PURSUANT TO CITY STANDARDS AND DETAILS HEREON- GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL
"�- SUBMIT A SAMPLE FOR THE CITYS APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAMBLE FROM:
SINTRAVAIA
CONC �.N-�,�` `s�Y.-J,.,• - z a>• t nye •,s` k-,..�,y��x'�%,v:y�'r'� '�;. {':.y � ti
DITCH " CONC.
SYMBOL BOTANICAL ctrimON SIZE QUANTITY SPACINGS UPLAND, CA ,
DITCH (909) 982-6713 L-3 i3
SECTION A-A
SCALE 1" = 10' f
NDSCAp
CERCIS OCCIDENTALIS WESTERN RED BUD 15 GAL. Ib +A� PIER pt-Ar4
RW (MULTI
�sp \,� ►� FR �c'y
a
6' HIGH CONC. - 8' CHAIN LINK
��� 2sz2
BLOCK WALL FENCE -_j
PLATANUS ACERFOLIA LONDON PLANE TREE 15 GAL. a 30' OC _
3–RAIL PVC
10, 20' LANDSCAPE AREA FENCE
3
♦[ 6/30/DO
7f
CL 20' EQUESTRIAN TRAILOF
3 CONC.
V DITCH CONC.
CAS
j DITCH
o SYMWL BOTANICAL COMMON SIZE SPACWS QUANTITY
SECTION B-B
SCALE 1" = 10' ( 1 JUNIPM" C. 'SEA GREEN' SEA GREEN JUNIPER 5 GAL. 5' O.G. 120
o LEUCOPHYLLUM F. 'COMPACTA' TEXAS RANGER 5 GAL. 4' OC. 114
RW V ��
LAVANDULA DENTATA LAVENDER 5 GAL. 3' O.G. 241
6' HIGH CONC.
22' 11, 4' 9
BLOCK WALL LANTANA M. 'S ADM SUNSHINE' TRAILING LANTANA 5 GAL. b' OC. 103
c VAPIES
m ,
CITY
DESCRIPTION OF REVISION DATE APPROVED:
ISIDEWALKJ_
CITY OF RANCHO CUCAMONGA
coo CONISR
SECTION C-C NOTE: ALL WALL FOOTINGS TO BE 4' WOOD CHIP MULCH FOR ALL PLANTMG AREAS, SEE NOTE @II PER THIS SHEET. TRACT 14509
`v SCALE 1" = 10' OUTSIDE OF MAINTENANCE EASEMENT.
LMD LANDSCAPE PLANS
0
RW
6' HIGH CONI. VMS PLANTING PLAN
22 11 WALL 4' TO 9' BLOCK
r S`r'MBOL BOT�t�11CAL COR'1MON SIZE SPAGMCs QUANTITY
VARIES APPROVED BY: /I' 'Q DATE:
�! 6, PARTHENOGISSSUS TRICUSPIDATA BOSTON IVY 5 GAL. 15' OC. 21 CITY ENGINEER �� RCE: 24953
INSTALL ll) VINE PER LOCATION
E ISIDEWALKI DESIGN PLAN PREPARED BY: RECOMMENDED
a
STEVEN FRENKEN
DRAWN LANDSCAPE ARCHITECTURE SHEE 7A�
SAI` 843 H.CL\IBFRI.A`D STREFT UPLA ND,CA 91786 L-3 0 F 8
PHONE&FAXt4N141 9954%4
Sb1
o SECTION D D CHECKED STEVEN FRENKEN R.L.A. NO. �
DRAWING NO.
SCALE 1" – 10'
d sA�
• DATE x/30/00 FILE NO SlbitiQ41 1(p 7q r
or
S H7 NO. OF_____
VI
HI-POP SHRUB HEAD BODY SET TO 6
1/4" ABOVE FINISH GRADE �- "SNAP-TITE" WATERPROOF a
CFINI RAD
CONNECTOR OR EQUAL ; o
01 WIRE SERVICE LOOP (LOOP ENOUGH WIRE TO EXTEND WIRE - z ROUND PLASTIC VALVE BOX do
1-i I .1=1 1g COVER ETCHED IRRI(-ATIQN rATF"
- I -� I-_ -I I I TIS I I I=III I I=1 I I / BUNDLE 6" ABOVE GRADES Z
I Ili i I-_I I I I (CARSON OR EQUAL)
_ i I-III-I 11= I I-III-I SPLICE BOX COVER WITH " Q FINISH GRADE
N (=III I I III-III - I- LOCKING TOP ETCHED " S.B.
W " I-1 I l Iii I I- -1I II I I i i FE I I I I I I II 1I -
II
z=
-� I I ,,
I I z I-� 11= 11=1
CLEAN BACKFILL - SEE -I �- AT GRADE IN LAWN AREAS (BALL VALVE - 1 1/2" OR SMALLER WITH -
SPECS. FOR MATERIAL. • ;III 111- PLANTER
+ \ 1 STAINLESS STEEL HANDLE
CN I=) -1 1 90% COMPACTION REQUIRED I- I I-III 3" IN rLAN i ER atv� RESILIENT WEDGE - 2" OR LARGER WITH
_ I I - -III -� GATE VALVE 2' OPERATING NUT -
III I I- Z - EPDXY COATED -
? I-I NON-PRESSURE LATERAL LINE: III=) I I-III-I I=I I III=III- VAI.vE
' I- SCH. 40 SNAKE PIPE IN =1 I I
'ElI I TRENCH - --..
PRESSURE SUPPLY LINE:
I - SCH. 40/CL. 315 SNAKE 12" X 18" GREEN PLASTIC METER -�-
I I I I I I I I I I! I I I I PIPE IN TRENCH BOX, CARSON OR EQUAL
CONTROL WIRES - BUNDLE 00
=III I I_I I AND TAPE AT 15' O.C. AND
INSTALL ADJACENT TO SCH 40 PVC
--- PRESSURE SUPPLY UNE MARLEX 90' STREET ELL 90' STREET ELL - o'p0. •°o%F
Z
NON-PRESSURE
LATERAL FITTING MARLEX 90' STREET ELL
.I I I_I 6" TYP PROVIDE 6" MIN. OF SAND rp pqA c
BEDDING AND SHADDING NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE _ •j;t
• Pp '•O.p '/.i
cr
TYPICAL (2) PLACES - _-
NOTE. ANTI-DRAIN VALVE AS REQUIRED b, -
1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. NOTE: 3/4" WASHED CRUSHED 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AGGREGATE BASE
3" AND LARGER 24" MIN. DEPTH AND EDGES OF LAWN. NOTES:
2. USE TEFLON TAPE ON ALL MALE THREADS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
Z24 VOLT WIRES. TAPED AND 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING.
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE BUNDLED AT 15 FT. INTERVALS 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS.
COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
4. HEAD CONNECTION AT BOTTOM INLET ONLY. 2 CU. FT. PEA GRAVEL 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER.
J TRENCHING F 12' POP UP SPRAY HEAD C 12 VOLT SPLICE BOX A GATE VALVE
STRONG BOX ENCLOSURE MODEL NO. SBBC-45-AL BACKFLOW PREVENTER
ASSEMBLY
HARDSCAPING(SEE NOTE 4)
NIPPLE - TYPICAL
'�• .•`•(• RAIN BIRD 33 DNP WITH PURPLE C (4) PLACES
RUBBER CAP - SUPPLY ONE KEY r
i` PER 12 OCV'S INCLUDING HOSE
i'A•�• IN, SWIVELS. STRUCTURE ORWHITE- I HARDSCAPING I NIPPLE
- I- FINISH GRADE - INSTALL IN BLUEPRESSURE REGULATOR PLANTER BED ONLY EPDXY FILLED_ 6" THICK X 12 WIDE
18" MAXIMUM 'SKOTCH-LOK" WATERPROOF (SEE LEGEND FOR TYPE PEERCONCSIZE MANUFACPAD NURERGTH VARIES
IIIII REDCONNECTOR OR EOUAL BRASS WYE STRAINER / )
WITH 60 MESH 0DSLOPE TO DRAIN AT MINIMUM
BLACK PIG TAIL EXPANSION MONEL SCREEN 2%
CLEAN BACKFILL - SEE _ _ .i . A, °: UNION
PVC SLEEVE
SPECS. FOR MATERIAL. ° ' ' ° NA(�ATOM LOOP (MIN.24" LONG) - FINISH GRADE
g(MSPE COMPACTION REQUIRED ;III-II-II II-IIII- • .rWATERPROOF ALL REQUIRED FOR
-III=III= = = A PLASTIC VALVE BOX (CARSON OR WIRE CONNECTIONS r� �• ' -'� PSE THROUGH
SCH 40 BRASS NIPPLE 12" _ 1=III=III EQUAU WITH PLASTIC INTEGRATED • CONCRETE PAD
LOCKINGLID. PLACE AT GRADE IN "'C
( PROVIDE 6" MIN. OF SAND SCH 40 BRASS 90' ELL -) 11-1 11- TURF AREAS AND 3' ABOVE IN j ~I I =III-"' • 11'I NIPPLE - TYPICAL
-III - BEDDING AND SHADDING -III I PLANT BED. Z _ 1' FROM WATER SOURCE II� (2) PLACES
SCH 40 BRASS 9('l STREET ELL STAINLESS STEEL
(-I I SCH 40 BRASS NIPPLE - LOOPIG TAIL
(MIN 24"EXPANSION
LONG) WHITE -• SCH +o PVC MALE
Z MINIMUM (3) PLACES Nc (COMMON) ao =II II I 90% COMPACTION II- ADAPTOR
I (-I I � 24" LONG SCREWCLAMP x ,.. ., I REQUIRED
_ 00 4 REBAR STAKE BLUE II� -
-III CONTROL WIRE SLEEVE 11 SCH 80 PVC 90• STREET ELL (24" LONG) WIR14
ES To METER t
_ _ SIZE PER PLAN INSTALL
i
- ADJACENT TO PRESSURE I :' I :' '
-III-I I I i I� SUPPLY LINE RED MASTER CONTROL UNE TO SYSTEMS
BLACK VALVE I CONCRETE THRUST BLOCK ELBOW
-I I I-I = - - = PRESSURE SUPPLY UNE
I-III- SLEEVE - SIZE TWICE Flri PER CCWO STANDARDS TYPICAL (4) PLACES
_ DIAMETER OF PRESSURE FLOW METER IGID PIPE AND RELATED FITTINGS SHALL BE PER
i-I I CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO
6" TYP SUPPLY LINE METER SIZE W
DIAMETER SAME UCAM NGA UN WA DISTRICT STANDARDS.
DIAMETER SAME SIZE
NOTES. CONSTRUCTION.
NON-PRESSURE LATERAL AS FLOW METER SIZE 1. INSTALL PER LOCAL CODES.
LINE SLEEVE - SIZE TWICE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY
NOTES: DIAMETER OF NON-PRESSURE STRUCTURES OR HARDSCAPING.
1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE WNIMUM DISTANCE DOWNSTREAM OF 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.)
PRESSURE SUPPLY UNINTERRUPTED PIPE (5X DIAMETER MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE.
2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
3. ROUTE SLEEVING AROUND HANDICAP RAMPS. LINE FITTING
OF FLOW METER SIZEI 4. ORIENT UNIT PARALLEL TO STREET.
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY PRESSURE SUPPLY LINE MINIMUM DISTANCE UPSTREAM OF 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE.
STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW UNINTERRUPTED PIPE (10X DIAMETERDIALETIC FITTINGS
STRUCTURAL SECTION). OF FLOW METER SIZEI 6 D 5 M LAR METALS.ARE REQUIRED FOR CONNECTIONS OF
7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER
WHEN MAINLINE IS 3" OR LARGER.
K TYPICAL SLEEVING G QUICK COUPLER D FLOW METER / MASTER VALVE B BACKFLOW PREVENTER
24" STRONG BOX MODEL NO:
SB-24SS/120v TO SPRINKLER - ANGLE PIPE TO
SPECIFIED DEPTH WITH 45' ELLS
SCH 40 PVC MALE ADAPTOR
o SCH 80 PVC UNION _
SCH DO PVC UNION ((�� < BRASS OR PVC NIPPLE CONNECTORS WATERPROOF
OR EQUAL
Z LJ ELECTRIC CONTROL VALVE
ROUND PLASTIC VALVE BOX d1: ENCLOSURE TO BE GROUNDED PER 2
COVER ETCHED "PRESSURE REGU R. LOCAL CODE. GROUND ROD TO BE 3PLASTIC VALVE BOX
a (CARSON Ok EOUAL) INSTALLED INSIDE ENCLOSURE. ON m g
■ "IRRIGATION
CONTROLLER SIDE r Z (CARSON OREQUAL)PCV*
� ZZ
` FINISH DE g ETCHED WITH CONTROLLER
a AND VALVE SEQUENCE
z �
FINISH II I I • I I FINISH GRADE
GRADE II I I Q
I1 I I N-6' X 3'-6" X 6" CONCRETE
- --- MIN. II I I �- FOOTING INSTALL A MINIMUM OF - - -
- t� 2X 3' ABOVE GRADE AND SLOPE
_ TOP TO DRAIN AT MINIMUM OF 2%. MOISTURE
PRESSURE REGULATOR ��I i=III=1•I I I I I=1 I=1 1= N
STAND ALONE CONTROLLER WITH ANTENNA NOTES: NOTES:
1. REMOVE NURSERY STAKES 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SWILL BE:
2. S
ANT 1 ANTENNA PORT TAKES TO BE PLUMB AND BOULDERS: MAX. - MIN. 2'0'
COBBLESTONES: MAX.AX. 18" - MIN. 6' WITH ONE FLAT SIDE
EPDXY FILLED LOCATED 3
PARALLEL-
TREE PERPENDICULAR 2. BOULDERS SWILL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT
OUTSIDE OF BOX. COAXIAL CABLE TO PREVAIUNG WIND. 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. i PART CEMENT
INSTALLATION/LOCATION -- - - " N TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK' IS ALLOWED)
PER CITY AND CALSENSE = = 4 OF COMPACTED WOOD CHIP 4. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO
REPRESENTATIVE. MULCH. v PROCEEDING WITH REMAINING ROCK WORK.
CALSENSE CONTROLLER W E 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR.
MODEL NO. PER PLANS HARDSCAPING (CONCRETE HEADER, D 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND
CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE v EXCESSIVE IRON CONTENT. SAT sbE UP
INSTALL CALSENSE INSTALL CONDULETTE v S QR�� 7. CONCRETE CLASS 520-D-2500. CASE 1 � MORTAR
ow SCK
TP 110 W/DEEP WP "J" BOX TOP TIE TO BE PEED AS 8. HEADER.
K COBBLESTONE TO BE CONTAINED BY A 6'x6" CONCRETE 1
" LOW AS POSSIBLE ON THE a � i �) � ti .a
120 VOLT DUPLEX -----*, �" CALSENSE HARNESS 12 TRUNK TO h+QW FOR WIND TOP OF STAKES BELOW
OUTLET (GFCII fNLOET ISO LNG OW AS TO LOSE HEAD OF TREE WHERE 4 4 a 4
CALSENSE TP-1 SUPPORT OR ALLOW ��� NK 3" MI
RESET THE HEAD TO DROP. MAIN AWN TRUNK
TRANSIENT 3 MnaMAH�r �� eEn
(2) SETS OF CINCH TIES SPACED 24'
APART, ATTACH WITH GALVANIZED
PROTECTION BOARD SCREWS To 8' LODGE POLES. CASE 2 (LOCATE PER PLAN) 3E"MIN�SOIL00 AT
2' DIA. LODGE POLE PINE STAKES C099LESrOME
Z N 12" MAX. WITH WOOD PRESERVATIVE STAIN,
FIELD WIRES - I =_= I=_= I I=) I I=III-III- DRIVE A MINIMUM of 6' I =I
UNDISTURBED SOIL AND POSITION TION
-III I I III-III-III-III III-III-III STAKES OUTSIDE ROOT BALL .': •; _
ARBOR GUARD IN TURF AREAS AND I -) �I �- 3-CONCRETE B 1
III-III-III-III FRONT YARDS.
TOP OF ROOTBALL TO EXTEND 2' CASE 3I--
ABOVE FINISH GRADE. MORTARET; SIONE SWPU
SHOVEL CUT EDGE COMPACTED TIGHTLY COMPACTED 3' BERM TO FORM
NOTES: ENCLOSURE MOUNT NATIVE SOIL WATERING BASIN FOR RESIDENTIAL AND
•• 4'
GROUND COVER INSTALLATIONS. LOCATE _
1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES. LOCATION TO BE APPROVED IN OUTSIDE OF PLANT PIT. BERMS IN TURF - r: T
AREAS TO 9E REMOVED PRIOR TO CRY _II I� I
FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. ACCEPTANCE. 7 4• �p CONCRETE CURB OR SIOEMMLK
2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE CONTROL VALVES. NOTES:
,// �ES� DDIEATH ODOKE w//3 W
AWN
1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 2' MRN. / 4' MAX. RAD. CURS °c GUTTER
3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 4 a
2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
4 COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. INTO EDGES AT GROUND COVER AREAS. 1007 BALL NATIVE BIACKFIII W� P10 PLANTER
3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. - ROCKS GREATER THAN 3" DIA, AREA a a a
5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES.
4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. �� _ a °
6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO (DTR2) AND BE OPERABLE TO THE CITY YARDS NATIVE SOIL UNDISTURBED SIDEWALK HARDSCAPE
CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE.
JOIN AT RIGHT ANGLES (TYP.)
TWICE ROOT BALL WIDTH 3' MRI. / 4' MAX. RAD.
7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE, 6' PCC MOW cum PER CITY sm. 534
I CONTROLLER ASSEMBLY F MULCH C DOUBLE STAKE A COBBLESTONE
N
W E
(, U NOTES, it
S �J•2�' v 1. SLOPE IN TURF AREAS: u STORM DRAIN/UNDERGROUND
v a. BETWEEN CURB AND SIDEWALK/TRAIL - 2M.
TIGHTLY COMPACTED 3" BERM TO FORM UTILITIES BCR
b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. DEPRESSED WATERING BASIN.
* TOP TIE TO BE PLACED AS LOW v (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE
AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. 4" WOOD CHIP MULCH. '
OF TREE WHERE SPECIES GROWTH TOP OF ROOTBALL TO
ALLOW FOR WIND FLEXING OF THE TREE. µFAIT PERMITS EXTEND 2" ABOVE MIN. _
BUT NOT SO LOW AS TO LOSE SUPPORT 2. SLOPES IN SHRUB/GROUND COVER AREAS: FINISH GRADE W SIDEWALKUTILITY I
OR ALLOW THE HEAD TO DROP. AWN TRUNK a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% z
POL
b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX.
* (2) SETS OF CINCH TIES (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED =
SPACED 24' APART ATTACH WITH IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED � �
III 1111PI GALVANIZED SCREWS To 3" THAT SUCH SLOPES OVER 3:t DO NOT EXCEED 12' IN VERTICAL HEIGHT. CURS AND GUTTER METER
12" MAXIMUM LODGE POLES.
2' OII LODGE POLE PINE STAKES 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE -
TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. I-I I E I I-III III-I I IM I 1--
I 1
2' ABOVE FINISH GRADE DRIVE A MIN. OF 6' INTO UN-
DISTURBED SOIL AND POSITION I I-III I I I-1 I I-1 11-f 11 _
ORIGINAL GRADE STAKES OUTSIDE ROOTBALL. -III-III I I I=1 I I-1
_
3' BERM TIGHTLY COMPACTED I I ROOT BALL I I-1 I I- 1 1 1 SIDEWALK C
IN PLACE TO FORM WATERING _ _ Q� l' j I APDRI CH S.L. /� ('
BASIN. LOCATED OUTSIDE OF =I I - - - -_
�ll PLANT PIT. _ _ _ _ I CURB AND GUTTER
I1=1I I= I- II_I PUNT PIT TO BE (2) TIMES THE
\ROU =III-I I I-III-III-III-ILII III-III WIDTH OF THE ROOT BALL. I 5 5' , '
I I=III-III=III=III=III=III-I i III= MIN. MIN,
STRUCURE
NATIVE BACKFILL WITH I I I \ \ 3, =1 I I=1 I I- CATCHT
TBASIN 9
UN ROUN
R f I I I=1 11=1 11=f I �I 11=1
NO ROCKS GREATER �'v I i=IIF-III-III=III=) I I=I TRANSFORMER VAULT.
THAN 3" DIAMETER -111 II - RF MA OUTSIDE PUBLIC R.O.W.
ROOT BALL III-L I 6 „ S:� MAX \ k =_I I I I I�I I I El I El I I ,I I El I I I A I-;IIID,- NOTES:
PLANT PIT TO BE (2) _ ngo
1. TREE SPACING SMALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER
TIMES THE WIDTH OF NIE
11 NATIVE BACKFILL WITH NO
THE ROOT BALL I I I - ROCKS GREATER THAN 3" 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO L .oF.SIGHr
CRITERIA AS APPROVED BY TRAFFIC ENGINEER.
~
DIAMETER. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PUKE lot
X11 I-III: I I-I I�I I I I-I I�)I I=11 \ PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR.
TURF,SHRUB R U 8 A N D_G GROUND U N D C 0 V E R 2 X MINS UNDISTURBED NATIVE SOIL. 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND
_ _
III=1 I 111=1 I I-1 I<=LI 1 I I-)I I-iI + FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY
UNDTSTURB£D NATIVE SOIL -I �M I IIS 1 =1 I 1=1 I 1=1 I 1=1 I I EI I r1 I�I OWNED WATER & SEWER LATERAL LINES.
Lf W=1_L�111_I I SLI
llI I I WITHIN PUBLIC RIGHT-0 F-WAY NOTES: 5. TREES SWILL NOT BE LOCATED ON PROPERTY LINES.
NOTES: II i I=I =I II I 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
(SEE NOTES HEREON)N) OF ROOT BALL. DO NOT CRACK ROOT BALL. STREET
ESMALL DIVISION.
1 REMOVE NURSERY STAKES 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CRY
2. STAKES TO BE PLUMB AND PARALLEL
3. STAKE TREE PERPENDICULAR TO PREVAILING WIND.
J DOUBLE STAKED TREE ON SLOPE G ALLOWABLE GRADES D CONTAINER PLANTING B TREE PLACEMENT
ONE HALF OF SPACING
NOTES: LIMIT OF PLANTER AREA
REQUIREMENT
TOP OF REXTEND 2" 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE:
ABOVE FINISH SH GRADE
BOULDERS: MAX. 3'0" - MIN. 2'0"
ORIGINAL GRADE �� NATIVE BACKFILL WITH NO ROCKS COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE {'
GREATER THAN 3" DIAMETER. 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT
-I 3" BERM TIGHTLY COMPACTED IN 3. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR.
PLACE TO FORM WATERING BASIN. 4. ROCKS SHALL BE SMOOCH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND v �~
EXCESSIVE IRON CONTENT. r ti
=III I I=111-
=I III=III- BOULDER - 1/3 EMBEDDED INTO SOILj REVISED DETAIL SHEET P
-III I I -- (LOCATE PER PLAN) r ,/ J�
I-1 III-I DESCRIPTION OF REVISION DATE APP
ROOT BALL ROVED:
-III _
_ _ _ _ _ = PLANT PIT TO BE 2) TIMES THE COBBLESTONE �I� , l�_f r CITY O F RANCHO A MO N G A
I-I I- I-I I I-I I I-I I (-I I -I I-I I I WIDTH OF THE ROOTBALL. EQUA O
-III =III=III=III=III=III= 11= 11=
SEE DETAIL 'A' THIS SHEET NOTE:
1=1 11=1 I =1 11=1 11=1 I I-I 11=1 I I=_ CASE #3 TRACT 14509
EI
III=11 I [=-I I I=I I I=I I I I-III E=I I
1=III=III=I I I=III=III (=I =III ° ° 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL LMD LANDSCAPE PLANS
° ° °
° ° SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON
3-1/2" MINIMUM PLANS: SEE LEGEND FOR SPACING REQUIREMENTS.
TTII- CONCRETE BED 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR CONSTRUCTION DETAILS
UNDISTURBED NATIVE SOIL. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING iJDSCAP
FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. �P £ �, APPROVED BY: DATE:Lf j
HA VERA THE FINAL QUANTITIES ��� �E A.. FRF, cA, CITY ENGINEER ��� RCE: 24953
3. SPACING REQUIREMENTS S LL GO Q c�, ��, 2622
NOTES: OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE � c') �^y �� DESIGN PLAN PREPARED BY. RECOMM LADED
1.' UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE LEGEND ARE ESTIMATES ONLY. J
OF ROOT BALL. DO NOT CRACK ROOT BALL. RO/GRG
STEVEN FRENKEN
♦T 6/30/00 * DRAWN LANDSCAPE ARCHITECTURE SHEET
_E_=A'I ,_.E P SAF 893 W.CUMBERLAND STREET • UPLAND,CA 917M L-5 OF 8
\ PHONE a FAX (909)985-486.4
F CHECKED STEVEN FRENKEN R.L.A. No 2622 DRAWING NO.
K CONTAINER PLANTING ON SLOPE H CAt�
BOULDER PLACEMENT E SHRUB / G.C. SPACING ISAF DATE 6/30/00 FlLf NO s�Qo, tv7 - L
5 HT NO 0 --
FIRRIGATION SPECIFICATIONS
rAR T 1 - dell hl
1.01 OESC*tPTION
1. The Contractor shoo dimension kern two 2 anent
A. Scope Of trek. hviN ass 1ob0►. Matarksh. banape►totion, ( ) Pin 3 A 117 vont duplex sex Matt be provided with OR On/Off 2 Aline granular material b•ekfel will N initially
end servicee necessary to fwm+sh and instal the lrrigatdn Points of refwe nce, such N building comers, sidewalk GUARANTEE FOR IRRIGATION SYSTEMH Backflow Prevention Units
wretch, one a 117 volt receptacle. Metal conduit shd' Placed on all lines No foreign molter forger than one-
System lien tc. M• lac
etion of the
System M Mown uh the Drawings am deecrifl herein edp•s, ser intersections, • run from the 117 volt + to the ControtlK Boutin holt 1 l
h t tem we how furnished 1. Dockflow eventoon unit shill be of size and type Supply 9 ( /2) end+ in size will N permitted in lin* initial
i ab guarantee that the irrigation • pr
Own llama We hereby n0 lA
fent 1nu
0
B. standardsAM wort and Materiels Mede Comply with governing a. Connection to existing water lines and installed is tree from defects in materials end workmanship, indicated on the irrigation drawings Install boek}loM AN Power within the housing shall N property phased backfill.
{seas, tefety oilers. Standards. end regulations, and meet tin* b. Cernnectien to twisting electricalPower and the cork hot been completed in accordance with the DrownQs and prevention units in accordance with the Drawings
4. A terminal strip shots be Provided, dearly indicating 3 flooding of trenches win+ N permitted Only with approval
Specifications For Public c. Get• valve• Specifications, ordinary wear► and tow, unusual abuse, or neglect
Mnlnnur•h requirements of the Standard Sp t AOw prevention units shall have 0 the proper pants of connection of all appropriate wiring of the City Of Rancho Cucamonga
r. Rout of Sprinkler Pressure Ines (dimension MON excepted. We •gree to repair a replace any defects in mOt•r601 Or 2. Wye •trainers O beck pr
Wake C,enetruttlen (Groan Bleak) lotsst ed�tron M (station viler*, matter valor, COrmmOn, control cOntrOf
warkmonsh which may Mort Turin the Period of one yoo► from bronzed saewid boy with 60 mesh morel acrein and Mo' ( )
100 elomg routing) nD Y p 0
roved o'
r o+ replace an damage be Similar to Bailey /1008 w approved equal 1.02 QUALITY ASSl,I1tuUMCE • REQUMtE11ENTS e. Sprinkler central vow• del• of accptonc• and also to p w epi y op
f. Routing el control wiring end locations Of elf Spite* resulting from the reposing or replacing of such defects at no 0 Miscellaneous Irrigation Equipment 4 If Settlement Occurs end subsequent adjustments n pipe.
A Permits and fess The Contractor shads obtain end Pay Ie► any boxes additional Costs to the City. We shall make such repair@ or 3. All pressure main lone Piping between the point of valves, sprinkler hoods, town, planting, or oche-
f IOCKm•ntt within a reasonable time, N detK►mNh•d by
the Cit connection and the backflow prevemter @hall be InstdltC 1 Refer to the Irrigation Plans for sizes and types of construction ore necessary, the Contractor Mol make al,
and dol permits and ass observations N rewired g Quid' fav valves eD Y• r
h. Stub-auto for future connections otter receipt of written notice In the event of our failure to as required by loco, code. The Contractor Mamiscellaneous irrigation equipment.l verity required ed'}+ftmento without Cost to the City
ant directed b the Cit of make Such repos• a replacement@ within a reasonable toms after with the local gowning body as to material type and
B. Manufacturer's Oi►ections� Manufacturer'* directions end I. Other related equipment q y Y 2 All miscddloneousrr tion
receipt of written notice from the City. we authorize the City to installation procedures prior to start of construction irrigation equipment shall be as T♦rcninq end Boekfill Under Paving
Banana on hD Y
wlh • the WCr^ 9o, if
deteMN I►ewi+gt MSN N followed n *M cn000 r ec redo aero equal
Manufacturers of articles wood in this Contract fiMrnreh+ proceed to have said repore w rplacem•nt@ mods at Our expense Submit shop drawing for approval sp appy
ic
dilrW ons Cowing pointe Rat shown in the Drawings and S. On ar below Me date of the final field observation, the and we will pay the costs end chargee therefore upon demand 1. COnCf tS located con undo areas where vw►
SPociacetlons Contrectr shell deliver the Corrected and cornpl•t•d I Check Volws eq q, are low t
PART 3 - ExFC�ITIOfy eomc►•t*, a eenrnt* sees be inftdllad, shd1 be
noPioe to Ma City of Rancho Cucamonga Delivery of PROJECT: ��T (_�SQ� � bockfioled with Bond (o layer four (4) inches below the
C. Ordinances and Reguletions: AM 1•Cd. Municipal and •tote Me swies slit net relieve the Contractor of the �' t. Song check valves 2' and smelter shot be 200 pound pipe one six (6) inches show the pipe) aril compacted in
oars, and rules and r otions governing or relotn to an .responsAssity of furnishing repaired information that �yx� 1 ' W.O.G. bronze construction with replaceab+e composition, 3.01 OBSERVATION OF SITE CONDITIONS lo s to BSS c
� M Q 0 r . Yaw ormpoction, using monad or mechanical
Foliar of this wank areeV herebyotiome Inc rning ed into and made o may be eomittod from the prints LOCATION., �mnorlp 4 5W WAL5 "_ __.�jP�Yo^I neoprene, or rubber disc and Mall meet or exceed Fod•ra A All scaled diMhensiam• are approximate. The Contractor shoo' to png devices. Trenches for piping Mol be compacted
part of Mees Specification*, and Meir provbiens shall be Specification WW-v--S10, Goers A, Type Iv
carried out ►y Me Contractor. Anything contained in Mese C Controller Charts - check and verify ell size dimensions and receive approval from, � • Carnpoction of M• existing adjacent
i fl' with e1 the Cit of Rancho Cucamonga for to proceeding with work undisturbed soil and enol de left in o firm unyielding
caned cstione shots not ra eenttAnyt to conflict any SIGNED. 2. Anti Broin valves shall be of heavy duty virgin PVC y ga g condition. AN trenches shot be left Auth with the
under this Section adjoining grade The Contractor •hall not in
1. As-suit* raven MON w approved by the City of Construction with F.1 P. thread inlet and outret la^ g Or place. CSD
r atlon r iemool of Me some O< and pressure test n under vin prior t the
w nines a, M oafs pr ON un o
H o alba • d Internal ports shoo, be •toiniess steel and neoprene piping Paving p
' Iioww. when {nota Specifications and Drawings cads ter K Rancho CiMCamern40 Nfa• centroNo► shots ore prepared
deecrib* Materiels, workmanship, ar construction of a bottK ADDRESSEL` Anti-droit valve shoe be field adjustable against 8 Willi to extreme core in excavating be and wartnq neo♦ existing Peeing cork
"Ity, higher standard, or iergo arse Man is rewired by 2. Provide one contrdlor Chart for each controller drowout from S to 40 feet of head Anti-Broin valve utilities. which
Contractor Moll s responsible• la damages to
utilities whits ere eoueed b his Operations a n •ct
d r tions the evltions of {heel sequo+e• shill be SiMnlor to the Vdcon 'ADV' or approved puo y opw � 2. Genardly, piping under emitting walks it done by
Me above rules an eguN fK jacking, g, its g• Y
SPecificethens and 0►ahrinq• shell take ►►ecoesnc• . PHONE DATE OF ACCEPTANCE. Check existing utilities drawings for existing utility n born a hydraulic Irisin but whK• on
3. The chart Mol show the area controlled by the automatic i Control Wiring locations cutting or breaking of sidewalks end/or Concrete is
0. Etpler►eteen of Drawings controller and shoot be the M'7xirmum sir• which the Recss•o►y, it @hall be done and reploced b the
C. Coordinate netOMateon of aprinkto motweo►f nNadenq pipe, Contractor N e of tin Contract costs Permission to
controller Nor win SNOW PART 2 - PRODUCTS 1. Except N noted otherwise, connections between the Pal
Sa !here Mdl be no interference with utilities or alma
automatic controllers and the electric contra vowcut or break si iewepca and/or s / Concrete shot N abtoinid
t. Due to Me Scale a/ the Drawings, N i. net Ponoibh* to 4. The chart Is to be a reduced rowing of the actual 2.01 MATERIALS shill be mode with direct burial copper wire AWG-U.F. 60C Construction a difficulty in planting trees, shrubs, and from the Cit of Rancho Cucamonga. No
hroot Contra whin nstolted in contra circ Camila t ground covert y Qo hydraulic hiving
h vent the Contralti g
Will N Perrmettod undo concrete paving
may Installed system. Howew, n t • • ,
Indicate 1A •fleets, fitting. Sleeve•, etc.. which y
1: ! new mater+dt of boomer one types noted on within structure shay N mods with AWG-Ter {did coppe
l • when tin• drawing is reduced. it A Genera Use only rp ►1 f
segv•nce is Mw 0 D. The Contractor shoo carefully Cfhetk ads odes to Ntr*
required The Contractor Moo cer"y investigate it r f► r 3. Refer to City Standard 120 Trench Repair' when within
M eep I different calor wire far•
i► o Nada
N ►•odabl• when drown allied herein, er approved pods wire. Phot r N sh
Nticna effects ell of shell N aMargo•e to • Oise that r N Qo SM
M• structural end Ani@had O*n g himself that he may Neely precose before starting work on the Cit streets suet
� wk and res � s,K accordingly, furnished wee, refaced each eatomotic controller Common wires enol N white y Susceptible to traffic foods
his oro, etc.. N may N regnccorired to meet such 0 PVC Pressure Mon Lint Pipe and Fittings with a different color stripe for each automatic irrigation system
flittd S. The chart MON be a Mack line or bluelns ozohd print controller. Instok in accordance with valve D. Aeoo^nbfoes
conditions Orawinge are generally disg►an,wmatrc and 3.OZ PREPARATION
to Installed Th• work shot! end a different color shall be woes, to ndicot• Me area 1. Preesur• mom line piping for Sizes 2' and larger shot7 manufacturer's specifications and wire chart. In no case
alive tin work N 1. Routing of aprinkler eon lines es ndicgt•d on the
n«t N
be nstaMod n much a Manner N to ewlll conowts of Coverer for each *tetdn. be PVC Goss 315 @hall wire size be two than /1s Rpot
A Physical byout Drawings in dnogrommotic install Ines (and various
betwean the i►igetiorn *yatsm. Planting and architecturalateKmbirss) in such a Toner as to conform with the
foetM♦es e. Men completed and approved. the chart shill be 2. Cloys 315 pips @half be mode from on NSF approved Type 1, 2. {siring Mall occupy the some trench and shelf be t Prior air* s
to installation. the Contractor shall take
hermetically nodded between two Pieces of plastic, each G1. IVC compound conforming to ASTM resin installed Siong the same routs N pressure supply or details in the Drawings
ercompound
2. AN wk celled far an loos Drawings by notes ar details piece be" a mihiminm 20 MNI* *pecifwotion D17N All pope must meet requirements as lateral lines wherever Possible out ail prestds Supply lines, routing end location of
such be furnished and bletspod whether ar not not forth in Fedoral Specifkotion PS-22-70, with or sprinkler Moes 2. fMtaM NO Mmalt nits ow o tl
nple Plastic lines Provide
specific ily Mentioned N tin speclfncetiont 7. TROs• Shots Malt be Completed and approved prier to the :p wpriot• Standard dimension (S.D.R.) (Solvent-weed 3. Were mars Man one (1) wire is placed n a trench, the e+och oeotrmbly with its swim outlet
final lied ab ervetion of the irrigation system. Pipe) wiring shill be toped together of intervals of fiftee 2 AM among side be approved by the City of Rancho
3. 1M Contractor MOM Ret wMAuMy i►ateM this irrigation (1S) feet. Cucamonga prnor to inft000twn 3. Instars all anoarnblies
system tr shown elf the WWUNYDrowin • when N is obvisuS n M* D Operation end wwtanenc• llamas 3 Pressure mon line piping for sizes 1-1/2' and omalre specified herein n accordance
c
with respective detail. In absence of detail drawings or
B. Water SuPptY Specifications oinn t +
Add/ that e►etruttlen*, grade MMereneN, ar shill N PVC Schedule 10 with soler+{ welded pints 4. An expansion Curl shill be provided within tires (3) fee', SPK• Vo'1 g o specific Nems rpuirsd to
*Med thatCob n area dr modes i exMt s, might not A. Prepare end deliver to tela City of Rancho Cucomonge of each wwo connection. Expansion Curl Mall be Of Complete work, perform Such " n accordance with best
d w beer, gneld♦r.ed In enghas►bo Such fight obstructions within ton celeneer days prier 10 completion of 4. Schedule 40 pipe shill be mode from NSF approved Type 1, sufficient length at each splice connection of each t. The irrigotiorh system @hill N connected to warts supply standard practice with pride approval of City of Poncho
h dlfbow co Meah1 In brought to the Such
obitr *f tin• Construction, two herd-cove►. MIN ring binders Code 1 PVC Compound Conforming to ASTM flash electric Control valve, so that n cods of repair, the point(s) of connection N indicated on M• Drawings Cucwnongo
City tt Rondos ouild be
In Me event this net of Cher co nteinehg the fSMewimg infar'motnon specification D1785 All pipe must meet rewww"ants os vow bonnet may be brought to the surface without
Cry 2 Connections @nods be mods at the approximate locotion(s) 4 PVC Pipe and fittnge shots be thoroughly cloontd of
IS not performed. the Contractor Mall ao•uMa lull est loth n Federal SpKifitatiOn ►5-21-70 disconnecting tin• control wwis Control tires shall De
laid towel n tenth without sties• a *tretchnq wwe shown on the Drawings The Contractor el rla*pon•eWe for dirt, duct, and Monster{ Nfart n•totlotwn
respe"o"lty for any revisien wecsseerr a. Index sloes{ whkfn *totes Contractors name, address Y mnOr ehOngss caused by actual sit• Conditions Installation and Solvent welding ldmethods shill be as
end telephone numbew, and which lists each S. PVC solvent-sold fittings shall be Schedule 40, 11-1 NSr conductors Q
in ved conforming to ASTM test procedure 02466
netewel ! and metweol hem including Opp.o q pr C Electrical Supplyncormmended b the
1.03 SU�IIiTTALS �''�'«`
Ramie and elbeeee• of menufKturee loco'
S All ptreN shill M mode with Scotch-lark /3576 Connecta• Y Pins end fitting manufacture,
repr•sentotiwe 6. Solvent cement and Primer for PVC solvent-weld pipe Bbd Swing Pocks, Ronbwd Snop-Tile wire connectors.. or 1 Electrical Connections for an
b Cate" and Parts Shoots an eery material and fittings shall be of type and nstallotion methods approved equal. Make only one splice with each connecto y end 7M automatic
u
A. Material Met S. On PVC to meta connections. the Contractor shelf work
controllers Mall be mode to electrical point(s) of she metal connections first Teflon 1 ar ovea
��r
! Ilam neteMod anew this Centrect pr•ecrlbed by the manufacturer ohQ POek Connection N indicated an the Orowin PVC.
equipment. Qs a shale N used on of Mrsaded P P
r t mesh Ma articles. aqu VC to VC and on
1. The Contractor she w equipMn
Materials, or processes specified by Rem• In the Drool
and Specifications No substitution will be allowed C. Guarantee statement. 7. AN PVC pipe must bear the following markings 6. Field splices bet~ the automatic Controller end ell threaded PVC to Metal joint@ Light wrench pressure
without prof written epprewi by 1M City e/ Rancho d. Cwrhplste s►eretng and maintenance instructions a electric control varves will not be allowed without prior 2. Connections shall be mode at the approximate location(s)
without
ell Mellor equipment shown minor an the
esouse Drawings actual ntr for in reons Onsible for a ap {hot i. use thr Whwt threaded PVC connections
o Momutocturo'o non+* approval of tin• City of Romano I;ucomonge tsP are reque►•d, use the•oeed PVC adapters into which the
b Nominal Pipe size PMM may be Solvent welded
2Completes MI10tereel feet MSN N mibmittM Prior to 2 MMmentioned nan
In addition to e above entioed MOtonce monuels. c Schedule a Class K Automatic Contralto, 3.03 INSTALLATION.
winr
an Wert. Material list shot include the provide the Citi t maintenance Personnel with d Pressure rating n P S E Lin! f;,teoronce
Parwmn
Mwfoclwor, meas+ RnIMh►er. MI deeeription of @t instructions for major equipment end show evident• n • MSF (NotionalSonitotion ep
Foundation) provo� 1. Automatic controp ►(s) shil
el be of size and type Mown
m•tKidds and equipment to be us" Althoughwriting t• Me CRY of Rancho Cucamonga at the Cendueror. f. Dote of extru*ior an the Drawings A Trenching 1. in lines shoes hove o minimum clearance in six from
snores from each either and twelve (12) nchss from Ines
hes Nen rohdered 1 ♦ straight to
of Me project that this service Deg trench" st oph and support Pipe continuously or et Other trades, with tin• exception of the control were
MOr+ufeclwo and elder infirR►etilan may N different. the M 1K
k6swong in a gulde to Proper Sub♦nitt@ format a All fittings shd► boor tin• monufocturer's nom{ or 2 Find location of City of is char Cucamonga
shot be oD
ant to N Furnished gin bottom of trench. Loy pip{ to on even grade Trenching sae s eAnieh •hoe N nstdlod adjacent
E. Equipment trademark, material desi otion, size, pDlicobl• I P.S approved by tin• City of Rancho Cucomongo ) pent to pressure
Horn bin
D�rLm 1. Supply N • Part of MN contract M• following Cods�� schedule and NSF seal 01 epprovo+ excavation .hill follow layout militated on on the Drawings 9s supply IParallel Ines shoot N installednotinstalled3. Unless otherwise noted On the Drawings, the 120 wall and as noted directly over one another
h automatic controller location is
electrical era 10 each N ,
A Pr venter Fobco B2SY C PVC Nen-Preewre Lateral Lime Piping
for
ow e others Ton• fns electrical hook-up 2 Provide far a minimum of leanly-four (24) aches cove F. Automatic Controlhr Asserm0iy
1 Back to b• furnished b of • s P
o Two (2) Seto e/ Special tools rpue►•d far removing Y
2 Automatic CentrsMer C 000MOO ETI-OTR2 diso•Nnnblbng and adjusting each two of eprink+e hordscaping Instar shill be the responsibility of the Contractor far ods irrigation lines n*top.e under povng a
1. Non-pressure buried latero line Aping shall be PVC N Per manufacturer's instructions. Remote contra
and wove supplied on this propct Schedule 40 with edwnt-wold pmts when installed in
L Electric Control 'Vows vanes shill N
3 Mester VolvoClayva 131SACSKC-24V b Two (2) four-feat vow keys far Operation Of gots planting area. connected
3. Proved• 10► a minimum of twenty-fourtwenty-four (24) aN e�
ches core• own on theeD♦aiain,,,n to cont.oNr n nnumerrcl sspuince
Drawings
vowel
C. Two 2) keys lar each automatic controller Non- News lateral line n nstoll•d under paved 1 All electric control wolves shall be the some size and for ode pressure alMpo+y Ines of Mroo (3) aches a
Etc 2 piping IOrgo► in diameter G Nip► vo►toge wlrinq.for Automatic Controlter
4 Etc Etc E fX
I. One �1) quick coupler key and matching h000 Swow? areas shot be PVC Schedule 40 with solvent weleec type Mown on M• Drowngs
far every Own (S) W traction thereof of each type
isA • 4 Provide for o minimum M eighteen (le) inches cow fa 1. 120 volt Power connection to the automatic controller
o/ quick Couplin valve instoHod f 2 All storeelectric contra wows shill how o monad o
Irrigation submittal must N apocefnc and complete All f+ 9 ods pressure i tines of two and are holt ?+'
adjustment. pr supply ( ) shoes N provided by the Contractor.
n ore
t I @hOu10 include advent, neer. cies ar soon
home Mutt by Noted and M
wire. c•nrh•Cter•, vow, ►awes, etc. NO cepioo of 2. The above mentioned equip♦mont shoes N turned ow to tin• 3_ Pipe shoes be mode from NSF approved, Type I, Groot II
wire. c ctwo's literature (w".et wet) are ragweed es City at Me conclusion of the project Before final PVC compound conforming to ASTM resin opecifrcotior 3 Provide end instar one control volve box for loch ?. AN electrical work @hal thoriti far Iota colts.
submittal nMrnitera observation can occur, evidence that the City hos electric contra wave 5 prowde for o mninhum of twelve (121 inches for all non- ordinances, and union ouMorities having jurisdiction
etwreceived materiot must N shown to the City of Poncho D1784 All pope must meet requwermonts set forth ir. Pressure Inas
Fedora Specification PS-22-70 with an pproprwtt M Contra Volvo Boxes
H. Remote central Vlves
The Contractor may subli it subetitutiene for equipment and Cucemongo standard dwmsn•ion ratio
3 r
6 Provide for o minimum coves of eighteen (18) aches to,
e4+urss elf contra wrong 1. InstON where shown on Me Drown tMhere d
b follow et _ on►D*
oriels Meted on the 0► pr 4' x to vows Carso^ P
inlet swings y q 1 use 10' x t0 3/ round bo for all 9o,
N outlined n Section 1.05 of the i►igotdn 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 4. Except N noted n paragraphs 1, 2, and 3 of this Sectionallow
Speeifcotrens (2.016), of requirements for non-preosurs total Ione Industries /010-1Ex with green bot-down cow• or adjacent aloe o1 least {wast (ch rem is Nntrol
. approved equal Extension eleeve {hill N PVC witr 7. Rotor to City Standard 120 Trench Repair' when w+th,-, adjacent wove boxes Instill each osmate control valve
A. Honda of PVC e end fittings- Th• Contractor is _r Cit streets susceptible to traffic bods
9 PIPpipe fittings shill be the some as ter ed vont r„ Y � o Spools vow bar.
WPm f x 6 aches
cautioned to exeraoo care n handling, loodng, unfoodmg, n t forth in minima Sint o So ( )
4. Equipment ar materiel{ instaMad ar furnished without presser• mown Ione pops and fittings es se
prior sWoveo of the City of Poncho Cucem+Onga Mhoy N and storing PVC pipe and fittings All PVC pip* shall be section 2.019 of the Specifications
rejected and tin Contractor May be required to remove transported in • vcle ehiwhich allows the length of PIPS to 2 Use 9-1/2' x 16* x 11' rectangular box for all electric 8 B°tkfilein9 1. Flusnenq o/ System
such materials from the site at his ave+ awpar+N No flat so N net to ")act It to under bWndrng or a D Moss Pipe and Fittings Contrd wolves Carson Industries / 1419-128 with gresr
1 The trenches MSN not be backfilled until d1 required 1. Aha ods new rnkler Ines *nil rieers ere in
An section of a bolt-down cow or approved equal >4 PiP*
r t t. pope tests are formed Tranches shoo be caeful�
concentrated eatarmd bad • any y
Y ►a^ � y
will be discarded, end it nae and connected. all necessary diversion work has
Mat hes been Noted or deMh ► rots scrowed backfilled with the excavated materials approved for
h ern s H ed D Nen •t sprinkler
1. tMher• indicated on the Deo q u 3 Use 6- diameter : e-3/4' deep Parana plastic soler box far completed. and p♦nar to nstoototron of Spon e
5. Approval of any item, alternative or substitute indicates installed, @hall be repleced with new piping pipe conforming to Federal Specification falai-P-351 backfilling, consisting of earth, loom, sandy day, sand, hoods, the contra wefves "I N ed
only that Me product ar products apparently meet the all Quack coupling varves Carson industries / 608-12 open and full hood
raquremento Oi the Drawings end Specifications On tin* 1.05 SUBSTITUTIONS with green Rex-lock cover ar approved aqua: ar other approved motwals, fres from large clods of of orals used to flush out the •ystirn
2. Fittings Md+ be red bross conforming to Fsoero, earth or atones Backfill shill be mechanically
.t 1
beets of tin• infonmotion ar saMnplee submitted Specification /WW-P-46G � Sprinkler hoods shoo N installed only after Rushing of
A. If the Contractor wiMN to substitute any equipment Or compacted di lurbsod moo areas to o Try density til to ? r
e. Menuf•CturM't warranties MOM not relieve tin• moteriofs for the equipment or materials lifted On the 4 Use 9-1/2' x 16' x 11' rectonqulor box for all electric will adjacent undisturbed soil in es ong areas Bockfd line system hos been accomplished to the complete
E. Copper Pipe and Fittings weds conform to adjacent grades without Olps, Sunken
Contractor of his liability under the guarantee Such Drawings and Sp•cificotrons, he may do ea by providing the Contra valves nndustr within on-grow with
goo landscaped elOtittOcthOn Of the City Of Rancho Cutarnongo
wenonloo shop Wily supplement tin guarantee fallowing information to M• City of Rancho Cucamonga for or•os Carson oc OWr•s / 1419-126 with qr*•n bolt-cow^ oreos, humps ar other swfoc• inegutarities
approval
1. Pips: type K. hard tempered
cover or approves •quo'
B RECORD DRAWINGS 2fittings wrought copper, solder pmt type
1. Proved• • statement Indicating q the reason for making the 5 Use 10' x 10-1/1' round box far ON quick coupling wolves
1. TM Contractor Mao Provide and sheep up-te-date o substitution. U06 separate shoot of Poplar far each 3. ,fonts shall be sOld�ered with Solver sddel 45% sr+ve,. installed within on-etructur• landscaped areas Corson
cor"t• record set at bluehne oselid prints which shall Nem to be s ibM+itted 15S copper, 16% zinc, 2411 cadmium, solidus at 1125' F. Industries No. 910-128 with green bolt-down cover or
be eo'tected deity. Manning every shenge from the and ipuneus Ot 1145• F. approved equal
origal Drawings and Sreclficetions and the exact 2. Provide descriptive Catalog literature, performance
snot N N Sprinkler Heads
it ted SP
item to N Substituted r t• lar each t
netarled lecotiens, sizes, and tehde of equipment Ohara and foo chor F. Velws
Prints for this PwpaN may be obtained from the City of
Rancho Cucese
mengo at test The t of drawings @holt be 3. Provide Me amount of test Savings if Me Substituted 1. Ball Valves (1-1/2' and smaller) 1. All verinwler heads shoe Not the seine este, type, and
Yap{ on the elft and MON H used arMy N • record Sot tram M epprawed defier Me some rote of precipitation with the diameter
o. BON vows shoes be a 125 Ib SWP bronze valve with (or radius) of throe. p♦essure, and disc forge as shown on
2 The Contractor shell meets Rant and leglbh ROtetiOnS •n B The City of Rancho Cucamonga shall have the ed• the Drawings and/or specified n these special
M• record re" progress all doily « the work rWorielbifily n accepting ar rejecting any submittal item as acre.-n bonnie,hove
thrg tt.rm, and Sdid wedge alis: DESCRIPTION OF REVISION
Bill volved shill haw threadlad ands and shill be pupped Provisions CfTY
DATEprocoal showing the wM a ork actually installed Fon approved equal to the equipment and materials listed an the with o Stoinlsss •tat" honone
s•wnpre, should a piece of equipment be installed n e Drawings and Specifications b. Bol wolvoe shall be Similar to those manufactured 2 Spray heads shall nos• 0 screw adjustment
location that does not ~ch the Plan. Me Contractor by Nibco of approved *quo 3 Riser units shall be fObr
CITY OF RANCHO CUCAMONGA
Must indicate that equipmant hes been relocated n o 1.06 GUARANTEE C. All Bol wolvs* shale be installed per detail details
n accordance with the
detoots shown on tit drawings
graphic Mannar be N to Match ww arigind symbah N
bldiceted in the irrigation legend. The relocoted A. The guarantee far We brigotiorn system @hail be mode in 2. Resilient Wt.dge Gate Volvo (2' and lager)
uprmont and olme nsions will Men be transferred to the accordance with the ottocihed form The Genera Conditions and 4. Riser nipples ads sprinkler heads shoe be the some
eqn
looripind Supplementary retard drain pian •t the proper time Suppleentary Conditions of these Specifications Shall be a. Resilient Wedge Got* wows @hall. be apor.y, tooted Size on the riser .pining in the sprinkler body TRACT 14509
filed with the City prior to acceptance of the irrigotion coot iron and equipped with a 2" operating nutLMD LANDSCAPE PLAN
3. 00we Me date of Me And abeorvtion, the Contractor system b. Rooitiernt Wedge Gate vows shall be No 403 RT-R* S All sprinkler hoods of the some type shill 0e the some
manufacturer
Mall transfer ads nfermetien from the "record drawing' N supplied by Watts or approved equol
prints to • •pile Mylor or Simsor mow metrial B A copy of the Guarantee form shoes be included in the C AN Resilient Wedge Gots valves Mall be installed
Arrenaernents Mede be made through the city for operations end maintenance manual per detoii 0 SNYing
m iter M a material SPECIFICATIONS
t n olid is or sin+ ved areas fa mainline, SCAP
en R dsc t ar
ar
M esP � fl 1. SIoov+1r1 under op par J�
9 9
AM work shell be n water►roof Indio int end OW04 to C. The guarantee form Shalt be re-typed Onto the Controctar's G. Quick Coupling Velws.
the M)W by a teChnicai Pen Meda eMMpreeely ler Us* On letterhead end shelf centore the tobowng information lateral Ines a canted owing @hill be Schedule 40
1. ick n valves shots have a brass, two-piece body P.V.C. ar app.ovte pus 6�O JF, A FRE,{, �i� APPROVED BY:
Quick coupling
My►ar Materiel. Such pan shads w eimNor to Mooe Q
manufactured by Rapieogreph. KueMel fr Easier. or Faber designed /o working pressure of 150 P.S 1 4,) AZ n'22 ��^y ��� CiTY ENGINEER � RCE: 4553
P. Vandal Resistant ControMK Enclosure. V
Coal The dip nen•+o►►a she" be ""we es to be Amoy
►•arable even an the And controller chart (See Section 2. Quick coupling vow sholl be operobl* with o quick
C). 1M original Mylar *record drerng' pia+ shoes N the t Controller endowre {mill be Of size and type shown on -' DESIGN PIAN Piu:F'AKD BT.
Coupler key Key size and type Shoff be as shown on e Sign are
submitted to tin City of Poncho Cuca longb for •►prover Drawings tit Irrigation Drawings she Irrigation Ooto� Mics.
is t. M. bin « M. wnvaNw chart 6�30�� * STEVEN FREr�N
M comp et 2.- A bockboord shill be secured to the Controller enclosure #
Re„eMd Dat• �\� DRu+t" LANDSCAPE ARCH1TECi'URE ShiCE i
housing to provide a best for mounting the automatic s
sprinkler conterminalPHONE
l•r and terminal strip M•t�MtRD�� • lllt.AND,CA 91756 � � 8
•9� OF CAS-\ t1101vE A FAX (909)955-1564 L-6.or�._
CH CKEU STEVEN FRENKEN ILLA Sb 2622 DRA1!'W. NO.
WE RZ 00 VC01
PROJLCI .
IRRIGATION SPECIFICATIONS (continued)
J Sprinkler Heads C No site observations will Commence without 'As-Suilt" recon 1 OE Inspections 4 eubic ytsrds of nitroiized Redwood or Fir shoving or /quo' PART 6 - QED ARATEMEN7 7.03 Gema'
drawings The Contractor shot' not Coo, for a wit ors 20C lbs Of Gro-Powe' of approved •quo
Mito►1 the eprjnktr hoods Of designated Pn the without "As-Built• record &owing$ witho-t comrief„ - The Cantrocto► Sfn011 arrange for M+Spectiont by notifying the 6 01 Scope O/ NtOn Maintenance shop start kin edietely otter kendscepso brlgdfion end
Orow,ngs Sprinkle hoods to be inetalfeC in this work previously noted corrections. or w,tnout prenar,nq trio sys•e^ Londscooe Architect, City and governing authorities. 24 hours pric. Tht above will conditioning are minimal f0valititt only and fhOu+^ plOnkny
Snob be egv,vole^t in at, respects to those itemize^ for sold visto time of inspection, unless Otherwise note! Inspections sho be utee only for bidding purpose. b•covst soil conditions mcf Provide sin metria, oQuipr.*ent, end labor necoreeery to perform s'
be os listed belnw, but not necessarily in this order Oniv tum ehonge drostical;y fro- the time these specifications wt's stain to indicated on plont. as reasonably r*nDi,ed. and as Maintain see plants and plarnted room tin 0 eentlnvac/e beefs N they
inspection pertaining to the protect scope Of work wit OpD,v deveroped to the time the actual soil conditioning take pto:t delineated in the specification,
We installed dtlrkhq the ProPees Of the wont, end Car',tinv• to
2 Spacing of hoods Shot' not exceed the maximum indicote�' Therefore, the Contractor shaft obtain his own soils ono!yfis at a maintain then until final acceptance of total project. Repiece any
on the Drawings In no case sholi the spacing exceed the Rough Grod,nS rote of one per eery 25,000 square feet of planted area These 602 Ouality Amsuronce Mod or dying palontt as directed by the Landscape Architect and
maximum ►•commended by the manufacture Drain Lines and Catch Sotenf soil test* •hall be conducted by on approved Agronomic tolls City repreee"totiwe
Irrigations (main line pressure, coverage p systern oprOtio^s testing laboratory approved by the project Landscape Architect Oncl
304 ITUPORARv RFPA'0" ter C ty. Copies of the soil test to be provided during the Pre A The Applicata of alt weed Control materials shall N licenN:' A. Irrigetion Operate 1r'rigatbn systmen on on offablighee
Soil Preparation and Finish G►odirc const•uctio^ pb conferer+ce by the State of California os o Past Control Overate, one c Program to mointoin all plants and planted efface in o htalthr
The City reserves the right to retake ternporory repolrf as necetso-) Plant Moter,oi (donve'y k ploceme Pest Control Adviser in odd,tion to any subcontractor license- condition irrigation eylter^ run-off Shot' be kept to 0
to loser the sprinkitr 9yste— e0uipme't in Operating condition The Substontia' Complebon Inspection (Of COMIDietion O' Iondscoro 3 Of Finis' Grads; that re ►egvwe: rminMrioum Deme" to Irrlopation eyetem resulting ftro••-
exerc,se of this ►,gK! by the City 91101 not relieve the Contractor CONCRETE SPECIFICATiONS.. improvements) - 7 Dor maintenance end •oulerment end/ormolntonence pwoo-?*. she'
under his resons,b,l,ties undthe terms of the guarantee os here- Final Inspection (otter maintenance period) - 7 days After rotot"ling operations ore co+nplet•, grodr areas to eftcK-T, S AN Materials and method! mutt cer+hrnn to Pedro+. Slot•, o^ bo restored to its original condition at me coot to the Coo,
spec,fle• rims^ grades for planting All flow lints shall be maintained one local Rmgulot,ons
fesu•• of any pit of the irrigation Syet•m Snell N Mevq►'.
PART 1 GENERA.- The contractor shall orronge a Preconstruction job conference wl' proor toleronces shall be mot after settler•nent of the and of t••e to the attention of the City he repair* Other than emergency
05 EXIST1N11; TPEEI 1 0' DescriatiOt, the Londscopt Architect and City c minimum of seven (7) dove p••^' protea mointernonce pr,o•r $ 03 Submitto repairs shall be accomplished without written prmiesion loo^
to the beoinnino Sun'• the City
Were it y necessary to excavate adjacent to existing trees. the Finish groding Moll leave Surface of the ground uniformly srn"tr Prior to the Instololation of any wood control fnateriOfs. the
For concrete inforyhoNon refer to the Stondord Sae: ficar0^s 'c n, r ic and free of abrupt rode change Landscape Contractor shall submit to the Lerhdsocone Architmct/C'!, a weed Control Keep SO planted rent free of wood• are
Cont.ortof snow use all povs,bte core to ovoid injury to trees one Public Works Construction (Greer Book Edition Guo anise. 9 9
( Per tri! � r i O lift 0/ trio weed control mOteriet end auOntititf per OCt debet by Cultivating areas at jntrvoft not t0 exceed 1C
tree roots Excavation in areas where two (2) inch and large- Poncho Cucamonga) Re'e' to Sections 4. 2C' 3C3 one 4rC,G OF w•
roots occur Mof� De dont by hard All roots two (2) incnes pn: A Pidnt Motriofs Ali tyles. shrubs, ground cove'; bedding 3 Of Coord,noko• intended for use h controlling the recd types prtnrotMt ane cdMda days
roots in occur
shall don by hay M the pots Of as any Other Sections related t0 the tnataliat-or per or: pc" � f expected on the sts ee suppited by the Peet Contrast Advises
pipe o Condo.: ' plants and town shot, De guorontee_ from dote o fisc
inttonotton of concrete work, materials, labor. and clog' -u; T t
snob be tunneled under and shall be heavilywrapped with burloc tc occeptonct of landscape Construction for periods os foltOw- !Meed obotemrt work shall be cOo►dinof•d with the intto++olio^ c' Pest Contra Advisor shalt fWn►sln the Lonehctsae Contractor one
Stanoord Specit,cot,ons for Public Morks Cons:•,;ct,or ,s ovcro'. r the irrigation system rototili,ng and soil amendment work Orr Londecep• Architect end City dole to demonetrote the tay►potibt+ '. The Contractor may elect to remove such concentrations o'
prevent 9corring o• excessive drying where o ditching machine is
run close to trees having roots smaller than two (2) inches or fro- Trees 24• boy & large' 1 ye'. planting (Set !Meed ADOte—e•^t sectio'' of the wild Centra ImOtal Pf and methods rte the knlMder weedt manually or by on approved herbicide prograr^
diameter, the woe' of the trench adjacent to the tree snot be horny Trees 15 gal k smolle' w 1 ver planting aria Core na►ietitt prosy'.
)° Dl Building News Spray SM plants end planted rove at beginnin`
tr,mreed. making c+eo" cuts tn.ovgf Roots one (1) ince and large R• Shrubs All Sizes - 120 da vs �' 4 - EES AI1Q SMRUf?: C Peet Centra
3055 Overland Avinu. $ 04 Responsibility end Cordo nation of maintenance Program end N may become neceeeo► thereafter
' in dior"etr Sho'i D! pointed wits two Coots of Tree Set". or equc Ground Cove, � 120 dour Ogr y y
CA 90C«
Trenches odloce^; to lite Moved be closed within twenty-four (24` n lot Angeles, Bedding Plort loss, 120 dour 1 C' Scope of 0c)" by an approved method of Poet tontrOl, to keep all Pfa+tg end
(310, 2C2-777: A Landscape Contractor Is responslble for the rection of o' Planted areas free of insects and d•NOM Method shall be
hours and where this is not possible. the side of the trenr' Lown (sod` 120 oov-
adjacent to the tree shall be kept Moded wits buriori or convoy Lown (seer!) x= 120 dans from first rnOw,rq Provide all material, eouiorment Prod labor necessary to instal a' signs and (bonier! required to pr•vwrt jrtrue,p^ into the reviewed by the City Prior to any Wlicotioffe Post ContrO
✓ 1.02 Scope
trees and shrubs of Mown on peons. as reasonably impfi•d and as treated rtes and to notify trio Pub! . ehd! Include Gae►nr !antro
Of FIELD OVAL"Ify CONTRG_ Guoronteet begin after the proiect occeotonce by City ono C' delineated in the Webficot,or s
domino O"d install O,! d, including.
work COrnotrtt Os intl,cate^ n- t^' the end Of the 180-day maintenance prtoC Londscopt (* NO metrid K meMods Shelf feriaffect or landscape sh l! rano O D Pruning Pry^• ail Plante as Msignated and Wwted by
A Adjustment of the Syste'- drawnngs o• as Specified, including. but not Ifm,te^ tc f' h oiled inatitr No metria' a► metnoC enol' ranee' tf t
iot'aw^^ Contractor Mo' replace aria poo^t o'i motrio s whit nave 1 C: Prod-,;c!? 1'd' M'm Landscape Archlttcl, et Stat of maintenance Program and
died within the time span stated above. at no cost and w;ter A Nomenclature - Plait normal Indicoted on the drawings Cori ou site unutoble for more thor 10 dove from dote 0' continue to Prune plants as directed or as may Ncor'+e
The Contractor shall flush end odluft at! sprinkler heads 5 days from receiving writter notice from the Londtcor a test 'Standard Plant Nornes• established by the American Jo-'. Sppficot,o- nocessay until the end of the mainterionce prog►o^
A Furnish aria set all /ejr+tarcin stet', boils. aria crit-r
• . �. g Architect or Gt If dead mattrio' h not replace^ or- Committee on Horticulture Except for Homos coversa there.-
sectors,
here•- �
n C
} tem m f rmOnCe O"d ,C rev!^t Ov!'f0 OY antic y
ar Op u pro p
t buildings much side planted within the 5 doy period. City may replace deo- the 99tobfished custorr of the nursery is fdlowe� 6 0'3 Non-Selective Herbicides Remove trash weekly to" pound eevr to keep irh bo�hdel efnd
w k. ► w n s uc os os
o s roadways. and Dud of
D
n 9 E MstO' all item! required by other trOdel whit ore t. c►
material with now motrio and charge the Landscape Co^t•or' tern top growth as neceosory to achieve and ayordl ever
If it is determined that adjustments in the jrrigotio- l expenses for o
cos! into concrete iincurfec B Conditicts, - Plants shall be symmetrical, typical for vvrie!y Mon-sioiective contact he►biclde and/or non-Nitctjve t terr+ic
i r epp•arOnC• Exterminate gophrt and mt><Ief, repair donnagt
CConcrete
aquipf•nent Sulci provide grapy ono more adequate covrogr . mow strips. footings 10► walls 1e^cin and species. sound, healthy, ylgooue, free from ploy.! herbicides (as recorermended by the Pott Control Advlso•,
9 g pos'` disease, insect pests, ofthor eggs, and Moll hove heoltr•) PA .T e - AM"JANCF Cr PRb.E
f the Contractor Shoff make svcr odjustrnentt prior tc benches. etc , where Opplico", e 606 Selective Herbicides
plonIong Adjuttreents may also include chonges in norm E Construction Materials The controctor shot! guarantee o' normo' root systems, well-filling their container, buv no! ter
sizes and degrees of arc as 1.03 Protectlo•require" workmanship ond materials for oft site development• fee c the point of being root bound Plants shot! not be pruned a' soh Gemara
�'
period o1 one year from dote 0lino! occeptonct of Prow-ftanytime, and in no ease .tial trees be topprC enSelective Pre-or►*rge"t hef►sicidN eenhpetAte with seed miktwos (os
recommended by tree Post Contra Advisor upon eernpetlan of inateMetion, a meilnte ienee pried of a mimlmum of
' Lowering raised Sprinkler Mods by the Contractor oho All finished concrete work Shall be barricaded to pedes!, o
1 OR patriot and Labor Reieotes C Trees end shrubs shall be q►p.lnq of a rlcognited nursery K 100 toys for ON IenMcepoQ rocs N reewl►od prior to lied efececptonce ,
be occomplyhed within to, (10) days offer notihc0110- traffic to, three (3) days Borricode sho'l be placed frmed,o!e
Dy tet C�t, accordance with good horticulture practices orad encu be o' 6 0? weed Ereeicotro^ of Me Wert by M• City The Conhnhencment delta lo► Mmkn
• oteno
enc
after concrete finishing Contractor Mol' furnisr:, place O'_ r i f k h Ontroctor shot! resent to t'a the size and Caliper normally Ottocloted with the contorne- period ldnell Continence upon written approval for Mt phe•et of planting
U a completion ern o the war the C p .
remove atl of his own borrocodes Controctof Moi, be feseons . - p
D
[ An tprinktr heads fholl be set prpe!ndicvle• tc for o^ OOieoge to new construction and renfocr•^e^! o• roc^• Gr ter • City. signed Copies o' all labor and motrrio's rreoaes for a tiro specified ern pions R•movol of oil togs, lobose purine � If h Me opinion of MO feet Contra Advisor, pe+ernhlai grottos Installation by the City Pubiic waits Inspector Mesintenesnce pylae
finished odes unless otne•w,se deal nateC or• tie y , work performed undo' Site Deveiopmr'' stokes and ties from oil plant inoterio+ prohib,teo until trr end weeds existing in the planting areas Sud require control peso, she! be adequate to verity Plant eharocteristict end ostob!isnme-!
q work sho'i be mode without added cost to 'e
1 n
r opprovOl of the londscocie Architect or Cit. to remove!. SDror these coot per Pat' Contra Advisor s
Dow m ,
g t 09 Disposal and CI.On-ur retain eneot one A Two hspictler+s swell N media that affect the ellsteMis+rme•t
• Rom Blyd EFS-CP wolves wee be setpe• monufocture'� 1 04 Clean-uf period The first after aM Planting hove boon cerompively
sp•cificotion so that eacr latera! Operotes at desiq- Remove all waste motriofa (including excoveted material classifier C All plant moteriof defivred to the site Showing signs c' A Pilo► to Me httenotbn of Me Irrigefion System refmovm efnc bnetelfed h order to Spretrye the beginning of Me
fessu'c Upon COr"pfietiOn Of o+i Concrete work and before /u�ot occe.)fo '•
p the Contractor ono!' remove al tools. surplus motr�^ - as unocc•ptobie ser mot ria'), trot ond diens qe-'rot•c! O' do•*�oge or disease a is Insufficient in sire to corny out the Near' dt koros and M,ittr�ous motrio,s om planting areae eetepllenrnernt pried, one the eeeond at the end of Me
the ontr for so. f1C fiat•^ tri! lite Ond tut , to a'Of' be ,e encountered during the! course Of londscape Conftrucho-. Orr inte-t of the planting plan will not occepted and will bt oetablieMmw t period H plantings are net acceptable at Me
B Testing of Irtigatpon Svtte a c+eon, nee! condition ror- the
m e tie C ' $egol'y dispose of It During the course o' the work, remo— reploced at Contractor s stxpMse Allow herbicide to kill oft woods Rake er hoe off ON Moe end of the 16!0 day peried. duo to defective maintenance, then
tu'Plus materials from the site and feast prenists in O neo' Or' glissade to a depth Of 1' - 2 c"below the Surface Of the SContinue eetobflehment wmtl all wart! mN'.l with the
! f croon condition. C+eori u o"d remove o+' remoinrng debris onC E Size, of Plant, - Shot! be of stated On the Poor Contoine Physiceiy remove M; weeds Ire». the s+tc Spscirncatrons end can be spprove^
,• • p
The CO^hOttOr sh0� LaUts. lh! pfosenct O int City C
Rancho Cucamonga on writing at least 48 hours on advance Surplus ronottriols upon completion of work, $moving the prem-are. stock (1-gallon, 5-9ol!on, and 15-90110n) e1`1011 hove bele
of testi^•- neat and Cleo^ The site fro" be cleaned upon the request o` t• r gown to containers for of least one (1) year. but not ove. PART 7 - LANDSCAPE MAIN_T1=NANZ: S At terrv
rHnfm
ion of oOeV%hent levelled SM ►lent m erie
v
inspect- two (2) ye^'s
shed} N live. heAlthy, elnelomeped, and Mee of rh/ostotiar
7 Col Seoo• Of error► Interior plontinge shah be relpleced and brought to a
Test Of! pfossure rine►; under hydrostatic prtsaure o' 15" F Substitutions - Substitutions fa Indicottd plant motr,e Satisfactory condition before Iona acceptance of work velli be
pounes per square inch Ono prove watert,g' 2 - EXECUTIO
wii be permittee provided tri• Substitute moterieh ore Provide ail matrids, Noor and equipment nmceemery for. or moo! An area, .pall be nftetly fesk•e one Ire• of wiles
Nott Tasting Of prt•sure morn lines shall OCC - _ Protectin• ooarove•_' in advance by the City, and Ore mode at no odditis Mhcldentet to, performing oC meintMOnce reauweme^ts at
prior to Mttallol,o'n Of the electric Contrr Keep at! plaint motrio' delivered t0 s'te in a healthy Condit-0• COs! to the C,t.y Excect for outhoritmd MOfiationg O reotonobfy Implied or as delineated on the s arc,f,catfo-t
�, for planting Plants shoe' not be allowed to dry out Bore for• eubstitut• plant materials Shall conform, to the r9ou,remMiQ including but not $$mlted to the fe ;
tolit
Woo
(tock Shall be S•pooted and heeler!-fon. in Host 00-th ter Otr,f of these eco,.4icot,ors
2 Anin under paved areas shalt be tested under ou,tOble Material urtil planting Balled and Durl000ed plan!. Maintain off plants and planted reg•
hytr sto is prey ivre of 150 pounds per Square incl, or" PLANTING SPECIFICATION "' Mall have root Dol, covered w:!h 10,11 lawdus!, 0`00c! Chips c G Plast, Not Approved - Plant. pat approved ort to De ►em Ove Keep Planted area, free of w..d. end deny.!
prove- wote'tiq''t prior t0 pOv,r•; other 9uitobie Mote-so, until p+anti^.- from site irrnmediotelA Ona rtploced with suitable plorts T'r Prune trees and shrubs
PAP, 1 - (ENEki- Coly re,rw•s the rig 1 to reflect entire lots of plot. Fertilized al! plants and planted erect
c Susto!r pressure in lines for not lets then six (6 ? Q Intto+tonO recrove^ted by defected samples lorrigatto-
Ineectrcide Sprovin�
hours If I• el
oke devop0M
. rovtoce pints and repeot les' 1 ' Scope of ori
until entire system is proven wotertto , Detailed layout Of plants with,n the planting Oreas en 0' to H Stoke at' trees, 09 per details iRnrmediotely Otte, plef tin; !c
Contractor Shot' p►Ovide Off materials. labor Ord eou,n'-e performed by Cortroctor and approver! DY the Lond1i Ar-hate o- pr•sresr,, wind domag• 7 0? Fertilizers
All hydrottotic felts shall be Moet only in the presence inc,de^t0' to and nscesso•y for co•eple!'nCi a' work OR ,nd-cnre City prior to plonk'';
of the General Contractor and the City of Ronc`^� on the drowings. as reosonobiv rnpt,en o, as deirrr'r" fon - I Plant trees that art to be located in lowe" or ground covA CexnmrNd lertkitrs with r efndvrt e' 5-3-1-Gro-powr
Cucomonga No pope Moll be bockfit,ed units' it nos bee- Spec,fico!,ons os fo,,owr Soil excavated from planting holes Mo'f be amended to bark' or•os oftr finiM grade, are first setoblisheC and allow c• Plus, end 12-6-e Gro-Power Contref•? ftefeosie Nltrogr'• at
observed, tested. Ono approve^ in wf,kn�, around trees and shrubs ue,nq the fol+,ow•nC rnioi I•os! 7 Calendar day@ proof to installation of good lawns tv det,gnated here—n. of approved eubtt,tut• N r•tkl,red by the
ground cow ,to provide for thorough watering of trees A' Agroricomic molts report Avoifatf• from Gro powr, (909, 3S:h-
E Furnish Inactively force pump Ord dl Other tee' 1 0: Standards Native, On-Site Soil with rock no greeter the^ t• m dioreetr pfont,nq Holes Mal! De •wcavot•d as defined on opp'opr,ef► 374'
sou p e
Gro Power Plus 5-3-1 • 15 lbs/c . deto-!
All work and mefrials Mp11 comply with govrrnino codes safe' Iron Sulfate • 2 Obs/c• B Ammonium Sulfate 6i►afnd loo, Containingater not Nw Men ?'ti
C ern n pity end 241 sulfur end lone• be registered w eon
5 .' A Mdmt is
7 when the irrigation System is Completed, perform C orde°'s. standards, and regulations, and mroW the
.. 4 ,, SO �" fig
rif with A • c+►^ - eepiculturol. minor, wlth the State Deportment of A ieulture
, w On
n , N e i r bidding f K
courage test r. trio presence of the City of Ronchc ►equ,fr"ente of ter Standard Specifications for Put+ c � (To De used fo Dtld q pu posra only y q
Cucamonga t0 determine it the water coverogr for planttnc Construction (Green Book) latest ed,t•n• Soi's Ties: Soil amendment, sholl be as recommended In the AarOntrr"c on, on compliance with Article 2 - Ferti„le• Motrlats. Sectio•-
rope•• 1030 of the Agrlculturol Coe,
otos to corropltte and odecuate FurniM oft motrio.
water,
and perform oil work r•ourred to correct any rhodequOcte• 1 03 Oue fy Assurance After Dockliltinq. construct o 3• earthen Derr to torr*+
• fie Times Stoker
of coverage due to deviotions from the D►owings of whir basin around soc11 pion', to allow thorougr water-in or'
the! svftern has boon willfully instal!td as jnd,coted o' A All Controcto t performing Sit! Devticlo-e'nt work —us' be mstobt,thme' i
r Tree stokes Moil be lodge! pale pane tree stoke• See time sok'-
h ^ in CCOrdonCt with the lows O the State r
l , h Cis! O
r r w t O. '
the D owinga ,@rhm it is obviously r+odeauote.
deto on Dons for further informot,
bringing this to the attention of the Gtr of ROnCP-c Col.forn:- Prior to inttdlotior' Of turf and ground Cove'. remove water b0'^•
Cucoreonge This test shot' be accomplished befor► o• frons around trees and shrubs Berms in turf areas to be re-c.•e
round Cover is pfo^sec fol Controctof shot' provide the! Landscape Architect one tie C prior to city occeptonct e! �_. .��-MYER REDDING PLAN-,c
9
li V
kelp ohs! of Subco"troctas Ono Material Supp ons a err"'r.
d Upon CO—Ofel,On Of !Ain Drry1• rr,rr •he. ""ff! 1/4•0- to be employed during the course Of co^s!ruct' ��' 3 - Soi- PREPARATION AND SCOP! Of Marr
sell)" b• p•ts•r rye my 11:111it"'i feavireme.,._
C Contractor shelf ODtom ono keep in force Public Lfob,iitr p' - 3 ^` Scope of Moron Provide of, motrials and movbme+nt and perform Off worts neceasn .
l (� IsAA,letEf/Ase'.; Property Do—oor Insurance, dufinq entire Course r' fa r for Ond rnctele^tar' t0 jnstof,,nq all ground cover and bean-;
Construction Contract The arnoun! Of insurance sf^^' t'• A Provide all ►maternal, and equipment, and perfor^h Off wp s plants as (shown on plans. as reotonobiy rynpflea or delineate- ter
A The entire ,.rogation System Shoff be under fun autornot : determined by Cit, necessory fa and inc,denio to tole soil prmporot,On o-_ the tpleif,eat,e-s
Operation t0' a period of Seven (7) days prier t0 Or finish gfoding of d! planting and town areas as show' co,
plontin,, D Prior t0 start Of site develoarment work. the Co"troctor 1^ pions, as reasonably rmpl,eC or as de,inecte^ in the 5 C: BedC'"q PIOrt?
notify the Landscape Architect and Cit* to give 2!0'11^0 C' specificatforS
El The City of Roncho CucarmongO reserves the ►Iq►nt to waive O• eompletf0'n dotes Contractor shoii also supple tole Pre^niOf, and AnnuO!s Provide MOttny tpntointr grow," pian!!
r r in f soil for bockfil-r ; fro—, C recognized nursery, and of the 1pec,en Ono vOrie'y ahnwn M
Architect and City with trio parer and te'rnhone numb• n• ref B Furnishing, piocemrnt and q od q o too
r n n Y
parity the O,p! Oti0 p! O:'
if) n • f h w ri Of planters if require'" plane
pe'so- Charge q
e o the 0
3 08 CLE AN-Lff-
1 04 Responsibilities and Coordinott0' C Cleo^inq and finish grodinq of Olo^te•s areas and ato^t,r^
r
t C'
5 0' Grand COvr
,ie�' ♦. a e m h h f work ono eases Refuse a •
IV t o b ode Ps each o on 0
rlf.1 R/Lts% der' lhglf be removed plrorm line site. Oil wolks On" A Permits The Contractor shall Obtain and nov fn• O1i Offs . r�
j Povinq Mall be bloomed or wosrntd down, and any dOmoge Sustained Or Ono inspections required by governing outhorities for the wc• 3 02 Topsci' Ground Cove Provide ground cover of Me species thaw^ On poo
re shot be reposed to its original cond•ko•, to Dt perform•' Ground cover shaft be estobts^ed and well rooted M flats r
the work of atti
A Existing on-site soils listed as .acceptable' undo• .S to Simplot, cortoiners
3 09 FINAL SITE OBSERVATION PRiOR TO ACCEPTANCE B Existing Conditions The Contractor shall vef,f) Grading' specihcot,o-
conditions Ono dimensions Mown on the pions at the vote r+',c
A The Contractor shelf operate each syeterrn in its entirety foe to commencernent of any work under this contrera The E Topsoil imported to site for use as fill, backedl in plo^ty-
the City of Rancho Cucormongo of time of fjnol obtervokor Contractor sholf verily the location and dent' Of o and mounding. shalt be Bondy textu►ee. Sift plus cloy eo^te, ' Mule" Shelf be of Cornriocted wood chip fiber
Any items deemed not acceptable by the City Of Ranch: underground utilities prior to ltor! Oft w:'• of this soil Mol! be no greater than 151 by we,Q" Trr
Cucarnorig0 Shan be reworked t0 the Complete e0t,af0CtiOr Or boron Content of this soil Mo!' be no greater than 1 pa's pt 5 C, COOrO,rat o^
the City of Poncho Cucomongc C Temporary Utilities The Contractor shall Oppl� to, and r, million as measured on the saturation txtract The sot-i -
all cost incurred for all temporary utilities such os wet• absorption ratio (SAR) shod not exceed 3 0 MRlirmohos pe A Do not have plants delivered to the job site until S-te
n I wee and Os as required b him for ire Centimeter at 25 C In order t0 insure conformance, somp,e• cond:tiOns Ore r•ody for planting N planting is defoye' CRY
B The Contractor shall Show evidence to the City of Ranh: «tet Ca pp a q q y DESCRIPTION OF REVISION
Cucomori that the! City hos received all occessoies. shorts. construction of the project Temporary services Mo'' be Of the imported soil Moll be submitted to on ogronOrnic so- keep Dlont roots moist and prone! in o shmfmog- Iowlern DATE APPROVED:
record drawings, and equtpronent as feoutred before final site coordinated with the City and other contractors at,' the j0• testing laboratory, approved by the protect Londscopt protected from tee! sun. wind aria otnr damaging MemMt�
i• observation Car) Occur Lite Architect for analysis prior t0 use i Result of testingto be B Soil
r CITY 0■
delivered to City for approvo So, test to include o o v. _ preparation o"e fine grading snarl be eeswynp,eted and trees RANCHO CUCAMONGA
310 SITE OBSERVATION SCHEDULE D Survey, Raft-once Points. end Elevations The Contraclev and recorermemdoticons and Shrubs installed prior to bedding pfonts and ground cove
responsible for establishing off Surveys reference oc'"ts a,, plontlnc
A The Contractor shoal be respontible for notifying the City or elevations required by horn. and shown on Plans for prat• 303 Soil Amendme"tf TRACT 14509
Rancho Cucamonga Mn advance for the following observotio' execution of site conttfuct,0' S.OC ►nttOtlakO'
meetings, according to the time ind,cotec All Soi! ormendrments shall be as Specified in the Agronery
E Traffic The Controctor is responsible for Oft tarrnpMO', Suitobility/Frtility toils report furnished by the Contract:- Plant ground cove* aria pedaling ptonts in mals! tai, and taact aI LMD LANDSCAPE PLANS
indicated on plans
1 Pre-Job Conference - 7 do" traffic barriers and detours required by him for t^•
construction Of the project All temporary traffic borrfe'a 304 Soil PreperOtio'
2 Pressure supply line instoflotion - 24 hours and detours shall Conform to Off conditions required by the Each plant Shot, be planted with Its proportionate amount of Sol
Cie or governing outhorities so as to minimize root disturbance Soil moisture shall be tucr �PNpSCAP SPECIFICATIONS
City 9 9 An work on irrigation Sy9ter*n shote De eexmplmte aria inspected 111 that *oil does not crumble when remoyin plants from contame
3 lateral line and Sprinkler installation - 24 hours recommended approval and. line q►oernq cpmplet•d, prior tc
1.05 Defective and Unauthorized Mor ► ol tillin Ona prior to soil Ormendment war- . P. F �i
4 Automatic contrdrr Mstallotfon - 24 hours q D RegrOOe planter otos oft► planting. 10 reetofe smooth rims Gj� F, RF
y Atter you Dees have Deen estoblishee. *.pore alt lows on APPROVED BY: -P`/ .J
All work which is determined D inspection to De defective in it_--- grade end to rnsufe proper Surface drainage A 4' layer of muse' ,�F. 2622 F (^� DATQ:
5 Contra wire instoftotion - 24 hours construction a deficient in any of the ►eoutrements of the PIC—- p D motrio shalt be piece over the entire p,ontr oto after ger V Ui C' ENGINEER
p planting areas by tiling a cross ripping to 0 depth or 12•. A' gf RCE: 24953
and specifications, snap be remedied or removed, and repiacee r' rock and debris more tnon 2 m diameter Chani be r•enoved fray" ter in establ,shsd watering shall begin immediately after murChinY
• .,, (Grod,ng ,hall accommodate the mulcf-;6 Pretflufo supply line and lateral line testing - 48 hours the Contractor at his Own expense in a manner OCcep:ob'e tc, t site, except for areas that are to be sodded, in which On roc• g,gnat a DESIGf; PLAN PREPARED Si'(31 RE riU
Landscape Architect and C,t, and debris more the 1' in diameter Man be removtC /�
* C/ /
7 Cavragr teat - .a hour! Protect,ar b���t� STEVEN FRENKEN
Renews
Apply , Weed. and rototil in all soil amendments as Renewal DRAWN LANDSCAPE ARCHTTECTURE SHIP
111 Frhol observation - 7 days to a depth of 6'. water oreo thoroughly after trototilling it Erect temporary fencing or barriers to protect planted areas loo-
1 j
complete Mcorpaote evenly into the ton 4• to 6' the fot,owi"c domage prior to final acceptance 9T ` �( ? SER A?4"S!R?ti?i • UPLAND,CA 91756 L—
D,• IMAmn obfrvotions have beef conducted other then the City o' for each 1,000 square feet of planting ores F OF CA (90)985-4864 of C::!!5_
Poncho Cucamonga. Show evidence in writing of when and by firrnor- CHECKS:. • DRAW"-- N0.
Msec observations were moot � R.L.A. N�
- - DAM «o oo Fu wIL
PROJECT SHI . NO . fi� DF
•
I
57.8' 48.1' ( '
66.7' 48.1' 47.1' 54.7
55.6'
50
°- 10' 10' 7.8' 15-0' 10' 10' 1' 1�.9' 13.5' 10' 10' 16.7' 9.5' 10' 10' 8.1' 154 10' 10' 7.1' 9.6� 10' 10' 7 11x3' 10' 10' 6 1 10' 10' 5' 10' 2
TYP. NP. TYP. TYP. TYP. TYP. TYP. TYF. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.
Seo' y
MATCH S. C.F.C. R/W 6' CONTBLOC WALL R C L PLAN
till
N) tD pp d ^ d M O0 '- co
M tc) Q> N
cD, cp 4o6 O C6 06 pp � rn rn aoN rn rn V
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yv�R WAsHEt7 WR/►NITE �obbLESTONES MTD - -
i �pyll7flt�✓ t.JITN b" CONCRETE yEADER-. coNe-arETE V. Czu1TEA- PEML cism PL/WS 5 R�►L VG fwENC.E PCI- GIT VTD DETAIL. � J
DRAI►.1 INItrT AND 'Ji�IA►lE P Y ;LO r=Q�tESTlt;lsv�1 TRAIL PEI2. GITy `►rp
PEIL c,IvIL PLAN', 14yTA�I PEP- c Iry OTD. DETAIL Sy2 CAtLw 3 VeTAIL 1004 5,EE bEcTlt� AA ON CIVIL p_yIy1rIN h 4:AMcKETE v c-,aTrFL-
pLArAcS — -4 DE cop%-%VO I> &K^AJITLC
STEEL VEHICLE GATE WITH SIDE ACCESS PER STD DETAIL 1006-A 8' CHAIN LINK FENCE AND 6" X 6" MOW STRIP PER CML PLANS
26' GATE
/�` /��—x- x x---x x x x x x x x x x x x x x X x— x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x.
ALTA LOMA BASIN
i -
MOTE : r1EA"URE ME-NTS, ARE FROM E>7hE
OF WALL, -m EVbE of coNcRETF AT
IZCXK c01_mlgLf5,T0NE SCALE: ' 1 " 20'
22' 76' ---� 44' 51' 40' 38'
5.5' 5.5 5.5' S.5 10.7' 10' 10' 6' 20.7' 11' 11' 11' 6' 5' 8.4' 10' 10' 1 1' 6.9' 10' 10' 13.2' 10' 10' 10' 8' _-
1 TYP. i TYF. I i i I TYP. { TYP. i TYP. TYP.
i� ' 6 CONC. BLOCK ALL SEE CIVIL PIANS
a 6 CONC. BLOtCKALLS E CIVIL' P S I 6' W UGHT "� " _
ori v r-i � IRON ENCE0O r7 n d -
-- 00c6 f\ - - - — -- — —
`ems
/ -
- - - -- - - -- - - -- - --- -- _�, - - - - - - - - - - -- - - - - - - - - _ - __
CURB do GUTTER M CURB do GUTTER =
\ Z
694.c~ptd` HERMOSA AVENUE
=U
_Q
_X
�-BOUNDARY
1FENtE � WAI.t_ DET19tLS NOT PEP- TIftS 'fE
T
IRoN FENCE REQu4otEy I► 6" X �•" co�ucRETE SCALE: 1 = 20'
E
r+v��
-BOULDER LEGEND
BOULDERS TO BE BLACK AND WHITE GRANITE (LOCAL SOURCE)
TOTAL OF 30 LOCATIONS
TYPICAL BOULDER LOCATION TO INCLUDE
1 18x1808
1 24x24x18
1 36x36x24
icy
2622
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i 1
6/30/00 7f
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DESCRIPTION OF REVISION DATE APPROVED.
Q
CITY OF RANCHO CUCAMONGA
TRACT 14509
LMD LANDSCAPE PLANS
CONSTRUCTION LAYOUT
APPROVED BY: DATE'
�i CITY ENGINEER
'' c6.0t RCE: 24953
c
E DESIGN PLAN PREPARED BY RECO ND
Q RO/CRC
STEVEN FRENKEN
DRAWN LANDSCAPE ARCHITECTURE SHEET R
SAF x4,w' CL',4BFRI.AND STREFT ' UPLAND.CA 9178h L-8 OF 8
Cn
PHOI\'F&FA.\ (909)9rc4R(a
Ln
STEVEN FRENKEN R.L.A. No 2622— /
CHECKED DRAWING N0.
SAF DATE 6/30/00 FILE NO SI]s(HODI l b
s QCT NO. O'f_______