HomeMy WebLinkAbout1993-L DEVELOPER/OWNER
LANDSCAPE, ARCHI T ECTURAL PLANS
PACIFIC CREST COMMUNITIES
4141 Inland Empire
Suite 345
BL UIEG RAS 'S AVE STREETSCAPE ®a
Ontario,
AM (909) 945-7800
T .RAC. T 16466
01BI AVENUE
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WD " rl//7 TRICT NO
GENERAL NOTES SHEET INDEX
FVICINIFTY MAP
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE CITY.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
WILSON
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L TITLE SHEET
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-2 CONSTRUCTION PLAN
DAMAGE INSURANCE AS REQUIRED BY LAW.
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-3 IRRIGATION PLAN
1--800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
> Lix -
s t. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-4 IRRIGATION DETAIL5
RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. gTING PLA
meq_ 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.Q.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS
L-5 PLAIV N
IT
HAVE BEEN APPROVED BY THE CITY ENGINEER.
L.6% PLANTING - -4- CONSTRUCTION DETAILS
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
WIDE FLAT AREA AT THE TOE OF SLOPE. L-7 IRRIGATION SPECIFICATIONS
9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT PL A
ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL t'05% A
CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE LE& NTING SPECIFICATIONS
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
M BANYAN • REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER
SUMMIT • COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
11. 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
INTERSTATE BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS
B EEN CITY—MAINTAINED G.G. 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
NORTH ■ ■
13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY, APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
PRIOR TO FINAL CONSTRUCTION.
14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS
MAINTENANCE RESPONSIBILITY MAP 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: LANDSCAPE ARCHITECT
PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY,
CIVIL ENGINEER
MLB
T ENGINEERING COMMUNITY WORKS
LANDSCAPE MAINTENANCE
gi ° 15'PRIVATE DESIGN GROUP
RESPONSIBILITY AREA { 4'Y EQUESTRIAN EASEMENT 600 S. ANDREASON DR.
b4'} LOT 244649 BROCKTON AVENUE
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CITY OF RANCHO CUCAMONGA
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CRYRCE. 249531 €i APPROVED BY: DATE.,
® ENGINEERLANDSCAPE MAINTENA
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GUTTER JDESIGN
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OPLAN PREPARED BY: RECO
...:;.-. 46.49 Brockton Avenue
EEI (BL UEGRASS H 177
1 i #i 2 !s fVE)STREET rn Riverside,CA 92506 O
A 13 S ccNORTH $f�Y1Q Ut^E? side. A 9OTOS H PP9
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DESCRIPTION SUPPLIER DETAIL
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INSTALL COBBLE ROCK PAVING
CUCAMONGA STANDARDS SHEET L-3
PER CITY OF RANCHO DETAIL K
2:J SLGPE 2 INSTALL 6x6" CONCRETE MOWCURB CUCAMONGA STANDARDS SHEET L-3
PER ON SITE CIVIL
PRIVATE EQUESTRIAN FENCE NOT A PART ENGINEER PIANS
PER ON SITE CIVIL
i CONCRETE SIDEWALK NOT A PART
ENGINEER PLANS
I , s PER ON SITE CIVIL
PRIVATE EQUESTRIAN TRAIL NOT A PART
�J ENGINEER PLANS
PER ON SITE CIVIL
PRIVATE PERIMETER WALL NOT A PART ENGINEER PLANS
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LMD MAINTAINED AREAHOMEOWNER MAINTAINED AREA
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IN
R4 WALL CONSTRUCTION OR SLOPE CONSTRUCTION.
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CITEDESCRIPTION OF REVISION DATEAPPROVED.2
, CIY OF RANCHO CUCAMONGA
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NO. 164 66
INLET TYPESTREEr IMPROVEMENT
9. ly. P
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6DEEP GumTE V-GUTTER LMD CONSTRUCTION PLAPPROVED fff- DATE.
ANscoPFqTY ENGfNEMkCE:r•/�-�
24953�
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PLAN PREPARED BY: EC*)AA DSGN ED
4649 Brokton kor m
UTA_TOLL FEEB Wmsiae.a 92509
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uceou+o s �Tr osomcoa;�® O DRAY4 N0._ F0/23/04MATCHLINE SEE ABOVE RIGHT DATE nil NOPROECT SHEET NO. OF
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P.O.C. 1NF=OFiMA-riON &BINKLEB LEGEND EQUIPmEur LEGEND
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1 • FLOW(GPM)
IT
METER SIZE SYMBOL MANUFACTURER/MODEL # NOZZLE RAD. PSI DETAIL NOTES SYMBOL MANUFACTURER/MODEL # SIZE DETAIL NOT =8
POTABLE Q T H TT F
WATER TYPE -
` ZONE 4: 140 PSI
y 1 SHRUB HI-POP SPRAY HEADS
STATIC PRESSURE �M IRRIGATION WATER METER 1" N/A
23 GPM �] j O RAINBIRD 1812-SAM-PRS-5 Q/T/H 4'-6' 30 0.10 0.13 0.20 'A', SH L-4 (1)
PEAK DEMAND � CALSENSE CONTROLLER MODEL ET2000-16-LR-RR W//TP-1 TP-110 AND _
Ii r RAINBIRD 1812-SAM-PRS-8 Q/T/H 7'-8' 30 0.26 0.35 0.52 'A', SH L-4 (1) LTJ LR-DOME INSTALLED IN A SB-24-SS/120V STROtVG BOX ENCLOSURE 16 STA. F/G , SH L-4
i1 I7 SOURCE AT CVWD CARLOS E� Eb EB
510F DATE INFO OBTAINED 7/05/04 p RAINBIRD 1812-SAM-PRS-10 Q/T/H/F 9',10'� 30 0.39 0.53 0.79 1.52 ;A,, SH L-4 (1) O WILKINS 50OHLR PRESSURE REDUCING VALVE (SET TO 97 PSI) 1" 'E', SH L-4 (1)
II i 'i„#•� 11, RAINBIRD 1812-SAM-PRS-12 T/H/TT/F 11 -12 30 0.87 1.30 1.74 2.60 A , SH L-4 (1) FE
97 PSI 6 ® BCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER LOCATED IN A
SYSTEM DESIGN PRESSURE _ - _
__._ __ ._.__..._...___.___-_ ___ .___.__.__ --____.__________.____...___ __..._.____________.
}$ p RAINBIRD 1812-SAM-PRS-15 T/H 13' 15' 30 1 23 1 85 'A', SH L 4 (1) COAST GUARDSHACK CGS-1, STAINLESS STEEL ENCLOSURE W/ LOCK 1 1/4' 'E' SH L 4 (1)
�C
(1) IN PLANTER AREAS, USE BOTTOM INLET ONLY. ® SUPERIOR 3100 NORMALLY OPEN ELECTRIC MASTER VALVE 1" 'H', SH L-4 (1)
1 F POINT OF CONNECTION NOTE:
MAKE POINT OF CONNECTION INTO EXISTING 12" ® CALSENSE FLOW METER MODEL FM-1B 1" 'H', SH L-4 (1)
1; `r WATER LINE LOCATED APPROXIMATELY 7' EAST OF
4' t (i BLUEGRASS AVENUE CENTER LINE. INSTALL A NEW SCH 40 PVC SLEEVING' CHART �4 NIBCO T-585-70-66 BALL VALVE LINE SIZE 'B', SH L-4 (1)
;' f 1 METER PER CVWD STANDARDS. INSTALL STATION '
PRESSURE REGULATOR NEXT AND SET REGULATED CONTROLLER 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE 9 RAINBIRD #33DNP SERIES QUICK COUPLING VALVE 3/4" 'D' SH L-4 1
PRESSURE TO BE 97 PSI REGULATED OUTPUT S"rATION SO.Fr. 1 1/2 SLEEVE 5-10 WIRES 3/4 PIPE ( )
3/� ,�' , ,' PRESSURE. INSTALL BACKFLOW PREVENTER AFTER 2 SLEEVE 11-20 WIRES 1 PIPE RAINBIRD EFB-CP-PRS-D SERIES ELECTRIC CONTROL VALVE 1" 'C', SH L-4 (1)
3 4 REGULATOR PER ALL LOCAL CODES. INSTALL FLOW 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE
, Ih I i J 2 815 SQFT. METER, THEN MASTER VALVE AND WIRE TO FLOW VALVE "
I ! , 3' SLEEVE 31-40 WIRES 1 1/2 PIPE ., ., . SCH 40 PVC IRRIGATION MAINLINE 18" MIN. COVER 1 1 2" 'i' SH L-4 1
CONTROLLER. MAXIMUM FLOW FOR POC IS 23 GPM. (GPM) SIZE " " - / ( )
1 13 I 15 Y 4 SLEEVE 41-60 WIRES 2 PIPE
POC ELEVATION IS 1536 . WATER SERVED BY HGL
6" SLEEVE 61-99 WIRES 2 3" PIPE
v
�!', �r' J �/i',® ,• '. ZONE 4. STATIC PRESSURE AT POC IS 140 P51. - -'- - -�n - 1 2 SCH 40 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 'I', SH L-4 (1)
y a•" $" SLEEVE 100+ WIRES 4" PIPE
i� 10" SLEEVE N/A 6" PIPE _______= SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 18" MIN. COVER SEE CHART 'J', SH L-4 (1)
�- NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 CA 'K', SH L-4 -
{ ®N 'N' SPARE WIRES PULLED - 'K', SH L-4 -
I I � ,� • 1.
(1) PIPING AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY.
MATCHLIN BEL
1
3/4
11 3'.,' J0 00 ; I II I 11100
L L
U R
�� _ - 3 -- -------_I��1.IL.__ ��_7 -' =Z_ -v� �. New water meter (size per plan), as required by CVWD, is required at all points of connection. The contractor shall make arrangements and pay all costs for the installaton of a new water meter.
/--�"` �I T - _ Contact the Cucamonga Valley Water District for costs and installation procedures.
I"It1 heal Typcial 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
j 1 j 314• - 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
4•
representative of the City.
-��=:�: ' t � � , � 314 `la;{ i � •�`<, .
(`"3 { 3 i � '' Backflow prevention device shall be installed in a Coast Guardshock CGS-1 stainless steel enclosure w/ lock, and shall be installed parallel to the street and screened with shrubs whenever possible.
P_Il. T i
f rl T, . This design is diagrammatic, all piping, valves, etc. shown within paved areas ore for design clarification only and shall be installed within planting areas whenever possible. Avoid any conflicts between
the sprinkler system, walls, street lights, sidewalks, utility lines and equipment, and architectural features.
H,„ I � � I 'fit •� :�, ' MAINLINE NOTE:
`1 �• I �'r � '�'' MAINLINE SHOWN AT TOP OF SLOPE
�, Contractor shall verify all conditions and dimensions shown on plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the City.
34, 3/ • `; , II + ? �• FOR CLARITY ONLY. MAINLINE IS
3/4\ �• TO BE INSTALLED AT THE TOE OF The contractor shall familiarize himself herself with all underground utilities, pipes and structures, and shall take sole res onsibilit for the repair replacement, at no cost to the Cit for an
'-
, � I IC• 3/4SLOPE CONTINUOUSLY.
._, { damage of said underground facilities.
�Tt i I •t n.� -
1 � 3 f 4 3 4
;moi 1 1,528 SOFT. - 3f4; Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimal overspray onto walks, streets, walls, etc. This shall include the selection and installation of a pressure
' I i I ;•
compensating nozzle screen PCS in all sprinkler heads at intial construction.
,/� T compe sa g ozz (PCS) P
I I
3f4
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 irrigation contractor shall field adjust the
I
,� 22 SOFt. ( Y 9 ) P Y P P P P P 9 9 J
11 3 4 t/4 �' �• �' r sprinkler system by installing a quarter circle or half 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
1 , I J+ .. �._ 18 3Y � I 3f4• '1 Cit
` MAINLINE NOTE: - I { 41 y
�. "
MAINLINE SHOWN AT TOP OF SLOPE �`
f 3 �� FOR CLARITY ONLY. MAINLINE IS : '
�.+ I {. 134• ''t - � • ,� Install two (2) spare wires 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
TO 8E INSTALLED AT THE TOE OF Io. ,� O���C� ----w., enclosure for irrigation wiring.
' I 1.a SLOPE CONTINUOUSLY. I
16/ �, irrigation system is based upon a maximum of 3 inches of water per week turf and 2 inches per week roundcover shrubs applied for 8 hours a night/ 5 days a week between the hours of
V0 O 9 Y P P (turf) P (9 / ) PP 9 / Y
f 9.00p.m. to 5:00a.m. Only one valve per controller shall operate at a time.
is 3 962 SOFT. I { ; v
554 SQFT., f
I 314 , .. . 3 �' 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 irrigation contractor shall verify
" �• ry g r _ �• ,�. the available water pressure at the site prior to the start of installation. Any changes shall be brought to the attention of the City.
�p4 i 3 i r / Automatic controller to be a Colsense ET2000-16 (stations) - LR Local Radio) - RR (Radio Rem )te) w/ TP-1, TP-110, and LR-DOME antenna installed within a Strongbox (SB) 24ss/120 volt
535 SOFt. 625 SOFT controller electrical enclosure. Mount the antenna ort (epoxy-filled) on to of the enclosure per manufacturer specifications and attach coaxial cable. System shall be operational prior to the Cit 's
314 ; � . _, _ - _ - . � It ";- � . � �: / PP P P Y P P Y
•3/4• �• j '' 12 acceptance. Actual location of the enclosure to be as directed by a representative of the City.
1 '
The contractor shall supply the conduit needed for the conductors and shall be responsible for the power hook-up for the irrigation controller. Electrical conductors and meter to be provided by
�a} 55 SOFTI. 8
3 1 i �• 1,145,SO.FT. ' I Southern California Edison. Coordinated and paid for by the Developer.
r ' q1'<, y All sprinkler heads shall b t perpendicular finish d the t b irrigated I otherwise designated th I
f 22 � �'� � - o'q�
3f4• 34• 4 , �C• I' sprin er ea s s a e se perpen icu ar to inis grade on a area o e irriga a unless o erwiseon e plans.
t � f t � II :, � :
All pop-up type sprinkler heads installed shall be installed so that the to of the sprinkler head is 1 4" above finished rade.
5 SOFtI 31
4• P P- P YP P P P / 9
314` � 23 i� i I f 3f4 314
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' -�_� � ��;• `;' I i ,.,`� •,. < ' 3 � � �, , � � � :;° / ' • PRESSURE LOSS CALCULATIONS
SCHEDULE 40
3/.4 I� ' !( �3 ` _. 5 fATION- SLOW= 23 GPM PIPE SIZING CHART
i f • �" ' t.� . ® - U5S LOSS THRU 1" WATER METER 3.40 PSI
3 4 '' " i i 4 p " 1-7 GPM 3 4" PIPE
10 8�J2 SQ FT. ,.. I 3 '\ LOSS THRU 1 PRESSURE REGULATOR 6.00 PSI /
--� LOSS THRU 1 1/4" BACKFLOW 8.00 PSI 8-12 GPM 1 PIPE
"
3/4'
LOSS THRU 1 MASTER VALVE 4.15 PSI 13-20 GPM 1 1 4N PIPE
1; { 3
r a LOSS THRU 1 FLOW METER 0.50 PSI 21-28 GPM 1 1/2- PIPE
LOSS THRU 350' OF 1 1/2" MAIN 5.28 PSI 29-45 GPM 2" PIPE
3 !' �• I , 314 ' LOSS THRU 2 GATE VALVES 2.00 PSI "
3 4• I ' �.0 TCP " 46-65 GPM 2 1/2" PIPE
+ c I / II ' I I LOSS THRU 1 RCV VALVE 8.40 PSI "
. �3.0 FL LOSS THRU 1 1/2" LATERAL LINE 0.23 PSI 66-100 GPM 3 PIPE
` 1 " 101-180 GPM 4" PIPE
i I LOSS THRU 1 LATERAL LINE 0.13 PSI
4 i 14 i LINES{
LOSS THRU 3/4 LATERAL L 2.59 PSI _ _...v. ,..
I 1
� � \'0��• � ;t,'� 314 tt � CITY
ELEVATION (GAIN) / Loss 2.60 PSI DESCRIPTION OF REVISION DATE APPROVED.
MISC. LOSS THRU FITTINGS (10%)
( 4.33 PSI
t, �, I j . f I TOTAL SYSTEM LOSSES 47.61 PSI
I CITY Off" RANCHO CUCAMONCA
I
I ' I 3f4 I ' PRESSURE REQUIRED AT HEAD 30.00 PSI
a I I %' REGULATED STATIC PRESSURE 126.00 PSI
3 4 i 1,
4
3f4 1 �� I DESIGN PRESSURE 97.00 PSI
TRACT
3 ( 4R' /' ;R \h �Q� I �, --_ _._-_- �_�- ----_-_ RESIDUAL PRESSURE 19.39 PSI
rw __ ---- -_-_- _
-..,�. r- �'F µ.ms';,f tc- Li`l ..,r�.�.
CITY REQUIRED RESIDUAL 15-20 PSI •
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I i t! 1 I ftt- _ `` �� ;f i i I\ �• APPROVED BY: DATE: �
`�v l I l I / / /' , AL Fq N ' CITY ENGINEER "a 67 r�GE: 249`33
DESIGN PIAN PREPARED BY: KLW MOVED
4549 Brockton Avon.*
�IA�.TOLL F I I Co.sid% G 97506
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n ure .. DRAtM �' (909) 369-0)00
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CFi .INE; !A30YE RICFff I I I I I 0 20 40 80 9�. '� g � ��S S« ►csur�Eiu
r CHECKED
�`Ofi L`�oQ` R.LA. NO #P2 DRAWING NO.
1r 81 041 FILE NO -
_ ORATE
i�
PROJECT SHEET NO. OF--
TO SPRINKLER - ANGLE PIPE TO
SPECIFIED DEPTH WITH 45' ELLS
°d SCH 40 PVC MALE ADAPTOR
HI-POP SHRUB HEAD BODY SET TO z N SCH 80 PVC UNION
1/4' ABOVE FINISH GRADE 3 "StvAP-TITE" WATERPROOF ROUND PLASTIC VALVE 80x & COVER! STRUCTURE OR
FINISH GRADE
g BRASS OR PVC NIPPLE CONNECTORS OR EQUAL ETCHED "QC" (CARSON OR EQUAL) HARDSCAPiNG
} ROUND PLASTIC VALVE BOX & N 3 ELECTRIC CONTROL VALVE FINISH GRADE
COVER ETCHED "IRRIGATION GATE' g PLASTIC VALVE BOX61 MIN. _J
z (CARSON OR EQUAL)1T1Z MARKED "IRRIGATION RCV' 18• MAX(CARSON OR EQUAL)
FINISH GRADE w ETCHED WITH CONTROLLER AT GRADE IN LAWN AREAS N
_ -
-I AND VALVE SEQUENCE �►-��f�
Q
MN FINISH GRADE +
2 -- I f_IjT l�T r
1 jGAE1
L VALVE - 1 1/2" OR SMALLER WITH
1 4-i STAINLESS STEEL HANDLE SIDEWALK COUPLING VALVE \- I
33 DNP QUICK I
j� MOISTURE WITH PURPNE VAL WEDGE - 2" OR LAP,GER WITH Z= E VALVE 2" OPERATING NUT ��,. SENSOR RUBBER CAP
EPDXY COATED z r_ WHERE STAINLESS STEEL
N r-, REQUIRED 2 SCREW CLAMP
VALVE 3. PIG TAIL EXPANSION MINIMUM (3) PLACES
co 3 LOOP (MIN. 24' LONG) 3/4' WASHED I
z OD CRUSHED :" >':►" "+
BRASS ANGLE f,,r. r r•'r?': < 'r'
FLOW AGGREGATE BASE ►;'pry b''• ;br,' b' +'•' vl'
3• VALVE W/UNION
aO 3 I- ,?bf::fy.
3/4' WASHED ►::''''i!rti::' s•. '::i� :4 ':i
^Bo�P Z o CRUSHED AGGREGATE
a• SCH 40 BRASS NIPPLE
**W-
� o$F oo a
SCH 40 BRASS NIPPLE - I �
SCH 40 PVC I1, I=I'<A°F . I I. " SCH 80 PVC NIPPLE 24 LONG
TNO
ARLEX 90 STREET ELL90' STREET ELL all�H �� 'o-O
CONTROL & COMMON WIRES
o�o.e
-PRESSUREMARLEX 90' STREET ELLRAL FITTINGRESSURE LATERAL LINE NIPPLE "'
TYPICAL (2) PLACES SCH 40 BRASS 90P ELL
-SCH 80 PVC 900
ANTI-DRAIN VALVE AS REQUIRED BRASS NIPPLE
3/4' WASHED CRUSHED STREET ELL SCH 40 BRASS 900
NOTE: AGGREGATE BASE SCH 40 PVC SXSXT TEE PRESSURE SUPPLY LINE PRESSURE SUPPLY STREET ELL
1. LOCATE HEAD 2' TO 8' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, LINE FITTING
NOTES: NOTES: 4 REBAR STAKE
AND EDGES OF LAWN. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 24" LONG)
2. USE TEFLON TAPE ON ALL MALE THREADS. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPiNG.
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. PRESSOR SUPPLY LINE
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. o
COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
C 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. c
4. HEAD CONNECTION AT BOTTOM INLET ONLY. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND ! NOT'. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
VALVE NUMBER. VALVE NUMBER.
_. . IlDn"Y OF RANCHO CUCAMONGA, CAIFORNIA CffY OF RANCHO CUCAMONGA* C ORNIA
CITY OF RANCHO CUCAMONGA, CARNIA
CY1'Y OF RANCHO CUCAMONGA, CAIHORNIA
PRI7VED Bl4 REMOTE CONTROL VALVE 'PATH STANDARD�n PR BY. QUICK COUPLING VALVE STANDARD PLAN
- ,lPROVED Sri - VALVE STANDARD PLAN
4 PRL1V B+ STANDARD PLAN...
E ll
HI-POP SHRUB SPRAY 539 - 3" or smaller Q _ SHUT-OFF VALVE & UNION 520 E5 _ TURD AREAS ONLY 536
v _ .- - _- , . ..-... 518 ITY ENGI DAT USE WRN STANDARD SPECIFICATION!FOR PUBLIC WORKS CONSTRUCTION 4 T ENGLCE1 DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- -
��.. .. _. _. - SHEET 1 OF 1 a' tL SHEET 1 IIF 1
TY ENMNEE DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �. TY EN DA7 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS COH57RUCTtON SHEET 1 OF 1 a •CL 4 •
a .cL 24931.
SHEET I tY 1 ¢. .CL 4 .. .... .. ........ .. _ .._... .., ._ .... _.... .. - -_ ....... ....
AlC1Ball Valve emote Control Electric Valve Cuiek Coupling Valve
12" 0hrub
24' „1 5rR°No SS 24S3/1i v STAND ALONE CONTROLLER WITH ANTENNA
COAST GUARD SHACK BACKFLOW PREVENTER
ENCLOSURE. MODEL CGS--- ASSEMBLY
NIPPLE - TYPICAL. LR DOME ANTENNA PORT >
(4) PLACES EPDXY FILLED LOCATED
❑ OUTSIDE OF BOX. •WHITE
NOTE: INSTALLATTONAOCATTON COAXIAL CABLE •BLUE
ENCLOSURE TO BE GROUNDED PER PER CITY AND CALSENSE
LOCAL CODE GROUND ROD TO BE REPRESENTATIVE.
INSTALLED INSIDE ENCLOSURE ON -4- CALSENSE CONTROLLER
NIPPLE , CONTROLLER SIDE MODEL NO. PER PLANS RFD
`-- 8' THICK X 12' WIDE � EPDXY FILLED WATERPROOF
PRESSURE
BLACK CONNECTOR
REGULATOR - CONCRETE PAD (LENGTH VARIES
SEE LEGEND BRASS WYE PER SIZE/MANUFACTURER) a CALSENSE HARNESS IRRIGATION CONTROLLER
• 120 VOLT DUPLEX a PIG TAIL EXPANSION
SLOPE T6 DRAIN AT MINIMUM FINISH
FOR MAKE AND STRAINER WITH ro SLOPE I I OUTLET (GFG), NON-SYATCHED. T[ PLASTIC VALVE BOX (CARSON OR LOOP (MIN.24" LONG)
60 MESH GRADE II II CONTROLLER TO BE WIRED ® CALSENSE TP-1 BOARD
MODEL N0.
MONEL SCREEN FINISH GRADE 8' II I I 3'-6' X 3'-e' X ®• CONCRETE 'HOT, EQUAL) WITH PLASTIC INTEGRATED
12 MIN. I I I I FOOTING INSTAL!.A MINIMUM OF 9 TERMINAL STRIPS TO LUCKING LID. PLACE AT GRADE IN WATERPROOF ALL
UNION PVC SLEEVE 2$ r ABOVE GRADE AND SLOPE MATCH CONTROLLER TURF AREAS AND 3" ABOVE IN
!te!'., f,. + \ REQUIRED FOR . I +i *• TOP TO DRAIN AT MINIMUM OF 2X. SIZE.
- � �•'«
.."44-t
^.1, .•.• ., PLANT BED. �t
44-4 !'" )' + PIPE THROUGH - ° t '' " ° NO OPEN ELECTRICAL WIRING WIRE CONNECTIONS
# ty r' k wi I PIG TAIL EXPANSION ac h
CONCRETE PAD SHALL BE IN CONTROLLER LOOP (MIN.24" LONG)
j + 1 �-IT�-
NIPPLE - TYPICAL � � COMMON WiRF,/CONTROL WIRES IN MOUNT AREA. '� FIELD WIRES
FROM WATER SOURCE II I= (2) PLACES 1 3' SCH.40 PVC CONDOR. NOTE: x
Z ALL CONNECTIONS SHALL CONTRACTOR TO INSTALL WHITE
- SCH 40 PVC MALE BE WATERTIGHT "OUTDOOR
SCOTCH LOK EPDXY FILLED is k (COMMON)
909: COMPACTION _ IT-�7 ADAPTOR 120 VOLT WIRE IN RIGID STEEL , 4SENSOWIRE
TYPE' CONNECTIONS. CONNECTORS FOR ALL FLOW
REQUIRED t I�- IID _ CONDUIT (PER LOCAL CODE) 90 SWEEP ELL NSTALL SCOTCH LOKSTIONS. F 14 BLUE
F� TO POWER SIDE OF CABINET (TYP.) ENCLOSURE MOUNT
O METER _ y I- _ �} L�10 16 NOTES NSTALLING F MEDIATEL OWEMRE�R WIRES �G ,0 0 •� o
!- - I LR-DOME ANTENNA PORT EPDXY a
TT_ T LINE TO SYSTEMS FILLED LOCATED OUTSIDE OF
11= HEAVY DUTY WEATHER - RESISTANT �� BOX. INSTALLATK)N/LOCATION 1: INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL BLACK MASTER CONTROL
PHOTO ELECTRIC SWITCH FOR SECURITY CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR 4 VALVE
ELBOW LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. PRIOR TO CONSTRUCTION. FLO X
RIGID PIPE AND RELATED FITTINGS SHALL BE PER TYPICAL ��' FLOW METE R 3/4' WASHED CRUSHED
CUCAMONGA COUNTY WATER DISTRICT STANDARDS. ( ) PLACES PIANS �' AGGREGATE TO BE
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO 2. CONTROL WORE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN '��' DIAMETER SAME PLACED TO A DEPTH OF
ELECTRIC METER PER SCE SEQUENCE OF REMOTE CONTROL VALVES METERA AS
Eaw B" IN FLOW METER AND
NOTES: CONSTRUCTION. MASTER VALVE Box.
CALSENSE CONTROLLER MODEL NO. 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH DIAMETER SAME SIZE
1. INSTALL PER LOCAL CODES. PER PLANS.
2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY REFER TO CONTROLLER BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE AS FLOW METER SIZE
INSTALLATION STD. WIRE AT THE ENCLOSURE. MINIMUM DISTANCE DOWNSTREAM OF
STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE (5X DIAMETER
3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL. BUILDING, ETC.) SECURITY LIGHT 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK OF FLOW METER SIZE)
MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. TIMER REQUIRED PER IN COLOR
PLANS. FINISH
4. ORIENT UNIT PARALLEL TO STREET. GRADE e' GROUND ROD 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE IN MULTIPLE FLOW METER/ M.V.
I I MINIMUM DISTANCE UPSTREAM OF
5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2' SCH 40 CONDUIT I I I I I I CONTROL VALVES.
8. DAlETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF FOR SECURITY LIGHT MIN. I( II 1I 2R UNINTERRUPTED PIPE (10X tNSTALLATIUNS MAXIMIZE THE
DIAMETER OF FLOW METER SIZE) DISTANCE FROM THE TEE' TO
WIRING. 120 VOLT WIRE IN RIGID 6. LR DOME ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO EACH FLOW METER TO MINIMIZE
DISIMILAR METALS. .l STEEL CONDUIT (PER
+ (LR) AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER TURBULENCE.
7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER y L C - SYSTEM PRIOR TO ACCEPTANCE
nY r Ili Vii ! a NOTES:
c
WHEN MAINLINE IS 3" OR LARGER. c 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. M
1. WATERPROOF ALL WIRE CONNECTIONS WITH EPDXY FILL.
I c 2. MAXIMIZE IMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE.
c 8. IF REQUIRED, PRESSURE REGULATOR TO BE INSTALLED ON `i
INLET SIDE OF BACKFLOW LOOP.
_ _ _ ,.
CM
i a _ c CYtY OF RANCHO CUCAMONGA! CALIFORNIA C CffY OF RANCHO CUCAMONGAs CAUFORNIA
? CM OF RANCHO CUCAMONGA# CA ORNIA � CITY OF RANCHO CUCAMONGA, CAUFORNIA
__ --.. I APPROVEDBY, P. ... STANDARD PLAN C PROVED BYH STANDARD
rI PROVED BY,. _. + .. .STANDARD PLAN PROVED Bri - .. _.. STANDARD PLAN ` CONTROLLER ASSEMBLY • ,
REDUCED PRESSURE CONTROLLER ENCLOSURE FLOW METER INSTALLATION
_ BACKFLOW PREVENTER 517 E - TYPE A 522 _ INSTALLATION - TYPE A 524 516
E ITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION [ ITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORMS CONSTRUCTION
IT ENGIF� DATE USE WITH STANDARD SPECIFICATIONS FOR PU:IIJC WORKS CONSTRUCTION ITY ENGINEER DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 a .CL ?4451. SHEET I OF I -C I- AI SHEET 1 OF 1
a .C.G SHEET 1 OF 1 kc I& 4
.....:..::
Bek flew Preventer
Controller Enclosure Controller H Master Valve/ISI®w Meter
HARDSCAPING(SEE NOTE 4)
�S
r 4 ,11�1� 'SNAP TW WATERPROOF
CONNECTOR OR EQUAL
o III;I I
Niz
IRRIGATION [Point Valve] POINTS
WIRE SER1lICE Looe (LOOP_ '_ ENOUGH WIRE TO EXTEND WIRE�` BUNDLE D' ABOVE GRADE
r TI I I! I 1. Low gallonage irrigation system. [20] 20
• j I- SPLICE BOX COVER WITH
!-I CLEAN BACKFILL - SEE _ CLEAN BACKFILL - SEE LOCKING TOP ETCHED 'S.H.'
-III SPECS. FOR MATERIAL. ` SPECS. FOR MATERIAL 2. Automatic controller. [20] 20
I -I 90% COMPACTION REQUIRED I 9OX COMPACTION REQUIRED
N
•civ _ I AT GRADE IN LAWN AR 3. Designed to water plants by watering needs. [10] 10
::M:: I I--
_ PROVIDE r MIN. OF SAND S3 I P BED
NON-PRESSURE LATERAL UNE: BEDDING AND SHADDING 0
_ - 1- SCH. 40 SNAKE PIPE IN 4. Soil moisture sensors. [14]
�I I TRENCH n I-II 5. Rain sensors. 5
APPROCrrVE D.
_ I'1
.�,,•••: [5] DESCRIPTION OF REVISION DATE
SNAKE - - - METER 6. Wind sensors. [5] 5
PRESSURE SUPPLY UNE: I
-1 I- SCH. 40/CL 315 �- I _ E R°' WIRE
ALL BOX.XCARSON R'EQUAL CITY 0 F RANCHO CUCAMONGA
PIPE IN TRENCH - - ADJACENT TO PRESSURE
SUPPLY LINE �0 7. Sensitive to slope factors. [5]
- I I-I
CONTROL WIRES - BUNDLE � -
I PRESSURE SUPPLY LINE ev.to
8. Reclaimed or recyc;ed water. [5] 0
- ! SUPPLY LINE Total Points Claimed: 65
TRACT
N 16466 TAPE AT 15' O.C. AND SLEEVE - SIZE TWICE
INSTALL ADJACENT TO
DIAMETER OF PRESSURE
SUPPLYPRESSURE NS" TYP.
- NON-PRESSURE
EE LIZ [Minimum Points Required: 60]
e" -YP. PROVIDE 6MN OF SAND INLVE - SIE�E
BEDDING AND SHADING DIAMETER OF NON-PRESSURE STREEr
I PLANS
LATERAL LINE
NOTES: 24 VOLT WIRES. TAPED AND
1. ALL SLEEVES TO BE SCH 40 PVC. BUNDLED AT 15 FT. INTERVALS LIVID IRRIGATION DETAILS
2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
2 CU. FT. PEA GRAVEL
NOTE: 3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
1. PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION. 4. PIPING UNDER PA4MENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY
STD. NO. 120 (24 1 N. TO 38" MAX DEPTH TO TOP OF PIPE BELOW
2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18' MIN. DEPTH STRUCTURAL. SECTION). �`'� �. �� �'' l LATE
5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. � n��� J Jr .-
3' AND LARGER 24' MIN. DEPrN S. USE MAXIMUM LENGTH OF PIPE POSSBLE TO MINIMIZE JOINTS UNDER 1, ``�►C '9 .t1Y ENGWEER �/��� RCF' 24953
HARDSCAPE. W1�t• 4 , --
C y DESIGN PLAN PREPARED BY: RE00M11,AEN9
CPl'Y OF RANCHO CUCAMONGA, CALIFORNIA i'=."� 46•t9 Brockton Arer.U► 1
CITY Olt RANCHO CUC.WQ C POHNU CltxiY OF RANCHO CUG ON C FO ��� � f��71 yam,/ r
PROVEDB�_. . .... STANDARD PLAN.... - B - y.T .q ... o B -... ... STA•CwiR7 PLAM 0 \J DIAL.TALL FTSE I! IDre;sida CA 82506
TYPICAL TRENCHING TYPICAI. SLEEVING F 24 VOLT SPLICE BOX s9na ure y 1-800-227-2640 DRAWN c9D9> 369-D700 SHEET
532 4 533 540 F 69-4039
aivS
•i-,,,... .-.. nA LIw°M srArsDAR9 sPEUT,cA„ons FOR ft"Wua3 caNsrRuc;roM AT!.EAST TWO DAYS
allTY EN5MER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION L DA USE M71I1 STANDARD WPECIFKAT"FOR PUBLIC WQW.S COPST�IGM SHEET 1 OF 1 0 ,E SHEET 1 OF 1 yb L-.
a .tL SLEET 1 tY 1 � ,,.... .�� � Q 2 � ! YOU DIO �l .-mai tcd®wrr,rork9d9.cem G; y
..:,.,....� ... - . .._ UNDERGROUND SERVICE ALM OF SOUTI"ERN CUJFDRNUI http'•//,�rt.corr,rori,ad9. 11%
'Qf� �. liS[il ill!► R.t A, NO
,� . O CHECKED M0 DRAWING N0.
�"rene��ir�
sleeving K Wire Splice °� �L` :. TU DATE 810104 FILE NO
PROJECT SHEET N0. OF
PLANTING LE E D
BOTANIC NAME COMMON AME SI / SPACING DETAIL U TII
ES
'i
RK — . — — , - - � __ . __ � ___ __ � . � � . � ___ Huy LANG�A African Sumac. I , .G, / J T L I
P`
T-1
}
t . t ! 9
HT L
UGA GUIN U VIA Ga� ut Tr l AL ' .G
T-2 MELALi} . °
T L`ALL PLANTING AREAS T RELIEVE 4t/ MIN. DEPTH WOOD MULCH I 24`1?5YIioHr=mERGL1HI Illy44
— 2,1 SLOPE MULCH TO BE WDCH I P MULCH H
55
SEEP TING SPECIFICATION S, SHEET L-- Pl OPG UM T I I is wrf' arf I r , 45" O.G. / H'; HT L� I
Bamboo C4` ,G,
H',°
HT L-
NAN I G TIGA 'Nana Pur urea` Heavenly
AVAI BLE FROM, ARTESIA SAWDUST
13434 S. ONTARIO, AVE. ONTARIO ` 9 �
PHONE C9 9) 947 -583/ FAX C9Q } X23-7
-� G LGSP M ,�! 51N IL7" Star Jasmine I . 24°` O.G. ' ! G'; T L
i
a }i
}
-
TEE
SONT CT R TO CENTER I MIDDLE F PLANTER. PI
AL
,
6 26
HT
fGH' LwCFORALLTREES. CONTRACTOR TCOORDI NATE PLACEMENT PHIGL 15 I I A S rin time' Indian H wthorn 60-G.
. TREES T ELL TREES WITH CI F H CUCA O.G..G, / H'; HT L-
TRACTOR -6 LANTANA warf it ' Lantana Gultiv r
RE WITH UTILITYSUB, STRUCTURE,P NTD I 3 RREATER PLANTERAREAS ONLY. CON
ES DO NOT I NTERFT VERIFY TRE
GPO U PAGIIGU yorum6-1
6 54
I ' G.G. ' / G H°, HT L-
i . .
L -OT 24
P
I . • 10
ii i r
i
{
tLEFT
i p A
e '
TA i w.s§ ,
. } .• ( I
}} 1V VC/ /400
4i .
15 3
i I
17 R C
XERISCAPE ASSESSMENT SYSTEM
POINTSi
} € p
I. LAN C [ Dint Valu CLAIMED
rs 1
B.C. 1. Water conserving plants. [ ]
t4 20
S ,
. Turf limited to (45% rest nti
Uj
I . [20]
1
. Plants grouped b t rin n e [1 ] 1
� 6i
ao� . Harscap (non—irrigated) surfaces. [1 01
1
. P r eal paving, [ ]
4
} 153
. LowUj G-) T-1
—water turf varieties. [ ]
7
iLOT
(S-6 Is
i
T 27. ulch provided in non-- round saver areas,
"waft. L U
L- rs–
1
ithwe m To n "
. Soil amendments. [
5)i •
} •.
r Tata! Points Claimed: 7
84
°- } }
i
[Minimum Points Required:
1 ]
(S
(S—
(G—
}i
X
1
A 2 7)(Si
G 1 2:1 SLOPE 19
111:45 E, ft:"
yi I
i
1
{ I 47)REMOVS LIJ
!
PLAN
TI N
S i
T--1 71
f 5YMBOL
C. rZT
15
rs–
s q T--
00
68 I e QUANTITY
(S 51ZE
LOT 22
i r
'A Revrf-tv. mr. C.YWD
1 00
w ..
1 "lei
,
,
r
i
SU a/ C� tUN GCITY
15 1 H u / GU GG 5YM GLCITY
OF RANCHO CUCAMONGA
DESCRIPTION REVISION
I
t
I
0 (S—
1 QUANTITY
1 6i 4 OR 6
TKAUT N 0
' • I .i
oil
ff`NT P LAN S
11 A
STKLET IMPORhOVEMt
r
Ir Of WORK
I LIVID PLANTING PLAN
ob DAM
APPROVED`.. l:1 sLOPE
.
} iAADSPAP, CITY ENGINEERRCE: 24953
4649 Brockton Avenue
••. QRivemide. CA 92506
(909) 369-0700
E 1-800-227-2600 SHEET
oft
lanature DRAWN
ga aPF
Fax(909}369-4039
AT t.EA x f TYV�O DAYS
I _ BEFORE DIG e—mail: ked mworkedg.eom F
pCHU R CHIn0t2
+ 0 20' ' http://www.romworkedg-com
I _ r_ LA. NO
, u urla since of sou>�leRty cw u� _CHECKED SIi 411111110DRAWING NO.
rn nn IMATCHUNE SEE ABOVE RIGHT PROJECT
SHEET . OF
NOTES: CASE t CURD MORTAR EVEN.WITH.. FLJJ SIDE UP. .... _ ...
cuRD AND WALE Toa MOR AR JOINTS To ACCENT cosBLE.
1. REMOVE NURSERY STAKES � � COBBLESTONE SIDEWALK
2 STAKES TO BE PLUMB AND
` 3. STAKET EE PERPENDICULAR �. �-} J •� . yF-
.1 .
/ TO PREVAILING WIND.
N \ J ,
r 4 4 Ate_ t
Y MINIMUM CONCRETE BED
UNDERNEATH COBBLESTONE
�v CASE 2 �i°o LDCATt
W E 542-A
PER PLAN) 3'MIN.SOIL DEPTH AT
�r G ONE HALF OF SPACING EDGE OF COBBLE
�lY- coeeLEsroNE
LIMIT OF PLANTER AREA-- \ REQUIREMENT
TOP TIE TO BE PLACED AS �� • !• • r
LOW IE POSSIBLE ON THE TIGHTLY COMPACTED 3' BERN TO FORM 4 �•
TRUNK TO 0' FOR Wil
FLEXING
-
FLEXINC OF N TREE BUT TOP OF STAKES BELOW v DEPRESSED WATERING BASIN. _y 3CONCRETE-1/7'MIN:MUY
NOT SO LOW AS TO LOSE HEAD OF TREE WHERE BED
SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS .- EXTEND 2'ABOVE r NAI. MORTARED STONE &WALE
�(�- TOP OF ROOTBALL TO ,•� 4' WOOD CHIP MULCH. CASE 3THE r.LRD TO DROP-41 MAIN TRUNK - NO WOOD CHIP MULCH SHOULD BE
13- (2) SETS OF CINCH TIES SPACED 24' FINISH GRADE - PLACED OR ALLOWED TO REMA N
DEPTH
OVER THE ROOTBALL.
APART, ATTACH WITH GALVANIZED FINISH GRADE "�! i:! 4'
SCREWS TO 8' LODGE POLES. - I �yy,.,,;�y:.:T=
2' DIA. LODGE POLE PINE STAKES N�
12' MAX WITH WOOD PRESERVATIVE STAIN. COBBLESTONE BENEATH COBBLE W//3 BAR
DRIVE A MINIMUM OF B' INTO 4'CO RETE BED CONCRETE CURD
UNDISTURBED SOIL AND POSITION B' z
2' MIN. / 4' MAX. RAD.
STAKES OUTSIDE ROOT BALL
F-
ARBOR GUARD IN TURF AREAS AND
F M PCC MON CURB CURB 3 GUTTER SEE DETAIL FOR
FRONT YARDS. I ROOT BALL PER CITY STD. 534 END CONDITION
TOP OF ROOTBALL TO EXTEND 2' EQUA -
B' xc Mow culla
ABOVE FINISH GRADE. C PER CITY STD 534
PLANT PIT TO BE (2) TIMES THE PLANTER
TIGHTLY COMPACTED J' BERM TO FORK I I WIDTH OF THE ROOT SAIF AREA COBBLESTONE
WATERING BASIN FOR RESIDENTIAL AND ' e �H�
DSC,
GROUND COVER INSTALLATIONS. LOCATE ou
OUTSIDE OF PLANT PIT.ED BERMS IN TURF SIDEWALK FV�RDSCAPE
AREAS CCEP TO BE REMOVED PRIOR TO CITY ++ACCEPTANCE.i NOTE t JOIN AT RIGHT ANGLES (T(P.)
1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL r- 3' NTN / 4' MAX. RAD. 2a�
VSPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NATIVE BACKFILL THAN
NO ORSW�*IUR3/
PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER THAN 3'
DIAMETER. NOTES: END CONDITION
2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UNDISTURBED NATIVE SOIL 1. CONCRETE CLASS 520-0-2500.
SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COYER 2. ROCK SIZES. UNLESS OTHERWISE FIPEc��,2�tL BE:
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING BOULDER& MAX. 3'
ROOT �- NATIVE BACKFILL WITH FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. COBBLESTONE& MAX. T8' . MIN. D'WITH ONE FLAT SIDE
NOTES: 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT.COBBLE$ SHALL HAVE 2/3 EMBEDMENT
ROCKS GREATER THAN 3' DIA. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 4.ALL SPACES BETWEEN STONES SHAD.BE FILLED WITH CLASS 'D' MORTAR, 1 PART CEMENT
OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE OF ROOT BALL DO NOT CRACK ROOT BALL. TO 2-1/2 PARTS SAND. 2DD0 PSI PORi146ND CEMENT CONCRETE. (NO 'DRY-PACK'IS ALLOWED)
LEGEND ARE ESTIMATES ONLY. S A SAMPLE ARFJt WPL 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO
PROCEEDIND WITH RENAWLND ROCK WORK.
NATIVE SON. UNDISTURBED 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS j 8, FINA.RESTING POSITION OF Al ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR.
SPECIFIED ABOVE. LENGTHEN THE SPACING PARALLEL TO
SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. T. ROCKS SHALL BE SMOOTH ROUNDED AND FREE of OBJECTIONABLE 0!SFIGURATIONS AND EXCESSIVE !ROH CONTENT.
1
TWICE ROOT BALL WIDTH o B. ALL C083LE STONE AREAS SWILL HAVE 6'x6'CONCRETE HEADER AS AN EDGE AT PLANTING,
_... ........ _.. _....... 8. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2X MIN. AT ALL TIMES WITHIN THE R.O.W.
CffY OF RANCHO CUCAMONGA, CALIFORNIA � C Y OF RANCHO CUCAMONGA, CALIFORNIA � MY OF RANCHO CUCAMONGA# CAIHORNIA � CI'fY 0�' RANCHO C C
U AMONGA, CALIFORNIA
APPROVED BY. / - STANDARD PLAN -.. PROVED BY. ..- STANDARD PLAN I PROVED BY. _.. _._..STANDARD PLAN rt APPROVED .. . - �. _..
DOUBLE STAKED TREE SHRUB AND GROUND COVER RIVER WASHED GRANITE STANDARD PLAN
CONTAINER PLANTING
_ 5 GAL - 24" BOX 502 _ SPACING 508 E _ _. 506 COBBLESTONES 542
CITY ENGINEER DAT I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORD!CONSTRUCTION ITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PLBUC WORKS CONSTRUCTION ITT ENGINEER DATE USL WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ITY ENGINEERDATE USL WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
D R.C.E. SHEET 1 OF 1 SHEET I OF 1
?4 5� C.G .C.E. - SHEET 1 DF 1 .C.E. SHEET 1 OF 1
Double Stake Tree Planting E31 Ground Cover Spacing Shrub Planting Cobblestone Walk
N
STORM DRAIN / BCR w E (1
1
UNDERGROUND � U
UTILITIES
4' OF COMPACTED WOOD CHIP 5' QR+? /1 U
MULCH. MI l
HARDSCAPING (CONCRETE HEADER, w SIDEWALK UTILITY U
F FINISH SOIL GRADE *TOP TIE IB BE PLACED AS LOW
CURB GUTTER, SIDEWALK, ETC.) � S,(•„ PS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD
ALLSC3 F BUTO NOTOR WIND FLEXING OF THE TREE.SO LOW AS TO LOSE SUPPORT H TREE WHERE SPECIES GROWTH
HABIT PERMITS.
I OR ALLOW THE HEAD TO DROP. MAIN TRUNK
u
12 7) METF�2 IN 5' SETS CINCH TIES
TOP OF ROOTBALL TO EXTEND Y
MIN. MIN. W E.
SPACED 24*APARTATTACH WITH u ABOVE FINISH GRADE. TAPER FILL
5' �k . CURB AND GUTTER GALVANIZED SCREWS TO Y ( ��
MIN. FROM TOP OF ROOT BALL TO F.G.
LODGE POLES.
!� 12' MAXIMUM ORIGINAL GRADE
NATIVE BACKFILL WITH NO ROCKS
n 2' DA LODGE POLE PINE STAKES GREATER THAN 3' DIAMETER
d z M { TOP OF ROOTBALL TO EXTEND WffH WOOD PRESERVATIVE STAIN.
T 2' ABOVE FINISH GRADE DRIVE A MIN. OF B' INTO UN- Y BERM TIGHTLY COMPACTED IN
SIDEWALK nDISTURBED SOIL AND POSITION r , PLACE TO FORM WATERING BASIN.
I
STAKES OUTSIDE ROOTBALL �
i f i FTi DRIVE S.L O = ORIGINAL GRADE
� APPROACH 0-0�p � FV.. Y BERN TIGHTLY COMPACTED
SHOVEL CUT EDGE COMPACTED IBASIIN..LOCATED OUTWATERING
DE OF
NATIVE SOILCURB AND GUTTER T T PLANT PR. �I I
5' S' 4 5' 1 p'� 1 p' I"
MIN. MIN. IN'r MIN. I ROOT BALL -I
UNDERGROUND
STRUCTURE eg. NATIVE BACK WITH PLANT PR TO BE (2) TIMES THE
CATCH BASIN NO ROCKS GREATER I {- WIDTH OF THE ROOT BALL
TRANSFORMER VAULT. THAN 3' DIAMETER I-I -
Roor
NOTES: y
_ BALL.
NOTES: PLANT PITTO BE (2) LAU
�
1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL TIMES THE WIDTH I,
SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CIN ENGINEER THE aDOTor BALL
2, MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LJN£.OF.SIGHT I
INTO EDGES AT GROUND COVER AREAS. CRITERIA AS APPROVED BY TRAFFIC ENGINEER.
3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND UNDISTURBED NATIVE SOIL
CE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT FACILITIES. IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY
4. PLA
TO OWNED WATER & SEWER LATERAL LINES. UNDISTURBED NATIVE SOI
REMAIN THERE. L I I I-iT
4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. NOTM-
5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERING DIVISION. NOTES: 1 7 I I. UNTANGLE
ROOT�DO NOT ROOTS BY
LOOSENING
N� ROOTS AT EDGE
B. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY 1. REMOVE NURSERY STAKES
Q ° STANDARD PLANS. 2. STAKES TO BE PLUMB AND PARALLEL
c
3. STAKE TREE PERPENDICULAR TO PREVAILING WIND.
1 1
' CI` Y OF RANCHO CUCA�[ONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CAL,I�IORN CITY OF RANCHO CUCA�ONGA CA1OINIA
CY'TY OF RANCHO CUCAtONGA, CALIFORNIA _
ci t PROVED BY. STANDARD PLAN PROVED BY.
r PROVED BY. STANDARD PLAN TREE PLACEMENT ... ... , STANDARD PLAN 4 PROVED BY. -... , I STANDARD PLAN
E MULCH INSTALLATION 509 501 E DOUBLE STAKED TREE ON SLOPE 505 CONTAINER PLANTING ON SLOPE 507
__.
TY ENGINEER IIA USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IT Y ENGINEER
CITY ENGINE DATE USL WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 .CL SHEET 1 OF 1 R.CE DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 TY ENGINEER DATE USL WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
� .C.G�* w, C.E. SHEET 1 13F 1
EMulch F Tree Placement Slope Tree Planting IcAope Shrub Planting
PLANTING NOTES: PLANTING NOTES (CONT.)'.
CONCRETE HEADER - 1/2" RADIUS
1. GENERAL - CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC EXPOSED EDGES AND FINISH PER PLAN
CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. LANDSCAPE AREAS ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS 1' IN LAWN (INSTALL AT GRADE LEVEL AT SWAL�
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REINSTALLING IRRIGATION REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HERON. 2-Tr�� rBED cRosslNGs)
8" OR $"
EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND EE NOTE�7 FINISH GRADE
SPECIFICATION. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY
THE CIN. L ••I! I a'r I�TII I I.
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, aI'Ta
PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL
AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF HERSELF WITH ALL UNDERGROUND UTILITIES, RECOMMENDATIONS SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS _. 3 RE-BAR coNlNuous
/ � � �UNLESS OTHERWISE INSTRUCTED)
PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. L L
_ DESCRIPTION OF REVISION DATE (xTY
REPAIR/REPLACE, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND p � APPROVED:
FACILITIES. NITROGEN GYPSUM
STABILIZED SAWDUST
120 LBS 1.�'L�£y�'4�C� C ITY OF RANCHO C U CSM®N GA
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUCTION WITH THE 125 LBS. GRO-POWER 'gyp y
INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE -C? N a
BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND I }- TRACT N 16466
PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. SHRUBS, AND BLEND INTO EDGES AT GROUDCOVER AREAS, PURSUANT TO CITY -I ure .�T
STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE Date
5. ALL PLANT MATERIALS HALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO NOTI. PROVIDE SCORE JOINTS AT 10'-0. O.C. AND 3/8" EXPANSION IMPROVEMENTI P!
ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL PURCHASE AND REPLACEMENT. WOOD CHIP MULCH #3 AVALIABLE FROM: JOINTS AT 20'-U' D.C. '9TH C
BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. ARTESIA SAWDUST 2 8' WIDE
MAINTAIIN ODTURF.E HEADER TO BE USED ADJACENT TO ALL CITY- ®' .�� LM D PLANTING & CONSTRUCTION
13434 S. ONTARIO AVE. 3. CONCRETE TO BE 520-C-2500 MIN. DETAILS
CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY ONTARIO, CA. 91 761 4 AS AN EDGE TREATMENT HEADERS TO BE USED SO ALL NONEDGE THARDSCAPE UMENTS TO MITSBOF WORKS'
6. DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT PHONE: (909) 947-5983 o AND BETWEEN ALL TURF AND GROUNDCOVER AREAS.
OF THE LANDSCAPE CONSTRUCTION AND/OR HIS 5U6-CONTRACTOR REPLACEMENT APPROVED / �✓
ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS FAX: (909) 923-7208 S a ' CITY ENGWEER /( G�c RCE: 2493.3
OTHERWISE: APPROVED BY THE CITY. o cMY.OF RANCHO CUCAMONGA, C OMA DESr'" PLAN PREPARED BY- RE00M ENDED
T PROVED BY, ! +f 4649 Brockton Ar°rw
AP
QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL
STANDARD PLAN DIAL TOIL FREE HEADER inn �f-7 cM _� a,°�°Ida a 825°° -r
1'80Q-227-2604 a`r (909) 369-0700 SHEET
7. QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED 534 DRAWN
ITY ENGINEER BATF USt WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PLANT SPACING REQUIRED. AT LEAST TWO DAYS Fax (909) 369-4039
,Cg, SHEET 1 !7F 1
BffaRE YC4I DYE Q
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Im DATE � MI
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SFJ2YTCf ALERT of SOUhiEIiH CAJFORNA IiSlfl fill/
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PlantingNeter Planting Notes (continued) K "X � Concrete M®weurb CHECKED � R.LIENO � D�,�6- 3-
PROJECT SHEET NO. OF
SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2' x 16' x 11' rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place, cap and inadequacies of coverage due to deviations from the Drawings, or
e. NSF (National Sanitation Foundation) approval installed within on-grade landscaped areas. Corson industries # pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the
PART 1 - GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-126 with green bolt-down cover or approved equal. Drawings when it is obviously inadequate, without bringing this to
and shall be the maximum size which the controller door will allow. 2. Generally, piping under existing walks is done by jacking, boring, or the attention of the City of Rancho Cucamonga. This test shall be
1.01 DESCRIPTION 8. All fittings shall bear the manufacturer's name or trademark. material 5. Use 10' x 10-1/4' round box for all quick coupling valves installed hydraulic driving, but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
4. The chart is to be a reduced drawing of the actual installed system. designation, size, applicable I.P.S. schedule and NSF seal of approval. within on-structure landscaped areas. Carson industries No. 910-12B and/or concrete is necessary, it shall be done and replaced by the
A. Scope of Work: Provide all labor, materiols, transportation, and services However, in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work, the entire system shall be
necessary to furnish and install the irrigation System as shown on the drawing is reduced, it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho
tested and adjusted to meet site requirements.
Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete
. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE
B. Standards: All work and materials shall comply with governing codes, safety 5. The chart shall be a block line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the some size, type, and deliver the
orders, standards, and regulations, and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. some rate of precipitation with the diameter (or radius) of throw, 3. Refer to City Standard 120 'Trench Repair' when within City streets A. The entire irrigation system shall be under full automatic operation for a
the Standard Specifications For Public Works Construction (Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure, and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven (7) days prior to any planting.
edition. 6. When completed and approved, the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions.
sealed between two pieces of plastic, each piece being a minimum 20 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the
1.02 QUALITY ASSURANCE & REQUIREMENTS mils. 3. Pipe shall be made from NSF approved, Type I, Grade II PVC 2. Spray heads shall have a screw adjustment. operation period.
compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is
A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install tines (and various assemblies) in such a 3.08 CLEAN-UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings.
B. Manufacturers Directions: Manufacturers directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01 B), all 4. Riser ni les for all sprinkler heads shall be the same size as the 2. install NO multiple assemblies in plastic lines. Provide each assembly Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
g PP P D P Y shall be removed from the site, all walks and paving shall be bloomed or washed
shall be followed in all cases where the manufacturers of orticles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down, and any damage sustained on the work of others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the some as for solvent-weld pressure main line pipe and fittings as
original condition.
Specifications. calendar days prior to completion of construction, two hard-cover, set forth in section 2.01B of the Specifications. 5. All sprinkler heads of the some type shall be the some manufacturer. 3. Install all assemblies specified herein in accordance with respective
three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
C. Ordinances and Regulations: All focal, municipal and state laws, and rules D. Brass Pipe and Fittings: 0. Sleeving: specific items required to complete work, perform such work in
and regulations governing or relating to any portion of this work are hereby a. index sheet which states Contractor's name, address, and
accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho
incorporated into and made a part of these Specifications, and their telephone number, and which lists each installed equipment 1. Where indicated on the Drawings, use red brass screwed pipe 1. Sleeving under hardscope or paved areas for mainline, lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification #WW-P-351. or control wiring shall be Schedule 40 P.V.C. or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and of the City of Rancho Cucamonga.
rules, regulations, or requirements of the some. However, when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification ¥WW - P. Vandal Resistant Controller Enclosure- moisture before installation. Installation and solvent welding
Specifications and Drawings call for or describe materials, workmanship, or item installed under this Contract. P-460. methods shall be as recommended by pipe the and fitting B Contractor
shall of Rancho
construction of a better quality, higher standard, or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received Gil accessories. charts, record drawings, and equipahe
equipment as
required by the above rules and regulations, the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: Drawings and Irrigation Detail sheet.
required before final site observation can occur.
Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections, the Contractor shall work the metal
1. Pipe: Type K, hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal, shall be used on all 3.10 SITE OBSERVATION SCHEDULE
D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals, provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC, and on all threaded PVC to metal joints. Light
the City's maintenance personnel with instructions for major 2. Fittings: wrought copper, solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho
1. Due to the Scale of the Drawings, it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required, use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings, according to
offsets, fitting, sleeves, etc., which may be required. The Contractor Cucamonga at the conclusion of the project that this service hos been 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 3. A 117 volt duplex box shall be provided with an On/Off switch, and a pipe may be solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions rendered. 16% zinc, 24% cadmium, solidus at 1125' F, and liquidus at 1145' F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply
affecting all of his work and plan his work accordingly, furnished to the controller housing. All power within the housing shall be E. Line Clearance: 1. Pre-Job Conference - 7 days
such fittings, etc., as may be required to meet such conditions. E. Equipment to be Furnished: F. GateVaives: I properly phased.
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six (6) inches from each 2. Pressure supply line installation - 24 hours
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves (1 1/2' and smaller) 4. A terminal strip shall be provided, clearly indicating the proper other and twelve (12) inches from lines of other trades, with the
conflicts between the irrigation system, planting and architectural points of connection of all appropriate wiring (station valves, master exception of the control wire sleeve(s) which shall be installed 3. Lateral tine and sprinkler installation - 24 hours
features. a. Two (2) sets of special tools required for removing, a. Ball valves shall be a 125 Ib SWP bronze valve with threaded valve, common, central control). adjacent to pressure supply line. Parallel lines shall not be installed
disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation - 24 hours
2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b. Two 2 four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation - 24 hours
specifications. C. Two 2 keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous
d. One 1 quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve (2 and larger) irrigation equipment. 1. Install as per manufacturers instructions. Remote control valves shall 6. Pressure supply line and lateral line testing - 48 hours
3. The Contractor shall not willfully install the irrigation system as every five (5) or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed. 0. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test - 48 hours
obstructions, grade differences, or discrepancies in area dimensions equipped with a 2' operating nut. approved equal.
exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller. 8. Final observation - 7 days
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3 - EXECUTION
City of Rancho Cucamonga. in the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. B. When observations have been conducted other than the Cit of Rancho
Cit of Rancho Cucamonga. 1. 120 volt power connection to the automatic controller shall be y
performed, the Contractor shall assume full responsibility for any Y 9 • 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga, show evidence in writing of when and by whom these
revision necessary. G. Quick Coupling Valves: observations were made.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes, ordinances, and union
1.03 SUBMITTALS 1. Quick coupling valves shall have a brass, two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without 'As-Built' record drawings. The
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractor shall not call for a site visit without As-Built record drawings,
A. Material list: care in handling, loading, unloading, and storing PVC pipe and fittings. All H. Remote Control Valves: without completing previously noted corrections, or without preparing the
PVC pipe shall be transported in a vehicle which allows the length of pipe
to d 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit.
1. The Contractor shall furnish the articles, equipment, materials, or lie flat so as not to subject it to under bending or a concentrated external oa size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by i. install where shown on the Drawings. Where grouped together, allow
at an int. An section of a that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve 12 inches between adjacent valve boxes. Install each CONCRETE SPECIFICATIONS
processes specified by name in the Drawings and Specifications. No Y Do Y pipe 9 D 9 9 9 9 y ( ) �
substitution will be allowed without prior written approval by the discarded, and if installed, shall be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box.
City of Rancho Cucamonga. PART 1 GENERAL
1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe, so there shall be 1. Flushing of System:
2. Complete material list shall be submitted prior to performing any irrigation drawings. install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting 1.01 Description
work. Material list shall include the manufacturer, model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees, shrubs, and ground covers. 1. After all new sprinkler pipe tines and risers are in place and
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications, he may do For concrete information refer to the Standard Specifications for Public Works
manufacturer and other information may be different, the following sob providing the following information to the Cit of Rancho Cucamonga 2. Wye strainers at backflow connected, all necessary diversion work has been completed, and
y g Y P 9 9 Y 9 y prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads, the control valves shall be Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to
is a guide to proper submittal format: for approval: screwed boy with 60 mesh monei screen and shall be similar to Bailey Sections 4, 201, 303, and 400, as well as any other sections related to the installation,
g P P safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system.
x{1006 or approved equal. per and post installation of concrete work, materials, labor, and clean-up. The
Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. Standard Specifications for Public Works Construction is available from:
Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system
P P P P P 9 P
1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. Rancho Cucamonga.has been accomplished to the complete satisfaction of the city of BI Building News r
2. Provide descriptive catalog literature, performance charts and flow The Contractor shall verify with the local governing body as to A. Physical layout: 3055 Overland Avenue
2 Automatic Controller Calsense ET1-24 -DR charts for each item to be substituted. material type and installation procedures prior to start of 1. Prior to installation, the Contractor shall size stake out all pressure J. Sprinkler Heads: Los Angeles, CA 90034
construction. Submit shop drawing for approval. P (310) 202-7775
3 Master ValveSu erior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines, routing and location of sprinkler heads.
P 1. install the sprinkler heads as designated on the Drawings. Sprinkler 1.02 Sco
approved. I. Check Valves: 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects pe
4 Etc. Etc. Etc. to installation. to those itemized.
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2' and smaller shall be 200 pound W.O.G. bronze Furnish and install all concrete work complete os indicated on the drawings or as
irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition, neoprene, or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the specified, including, but not limited to the following:
listed and should include solvent rimer, wire, connectors, valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51D. Class A. B. Water Supply: P 9
P Drawings. In no case shall the spacing exceed the maximum
boxes, etc. No copies of manufacturers literature (catalog cuts) are Type IV. recommended b the manufacturer. A. Furnish and set all reinforcing steel, bolts, and anchors.
required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply points) of Y .
2. Anti-drain valves shall be of heavydutyvirgin PVC construction with connection as indicated on the Drawings. B. Install all itrequired b other trades which are to be cost into concrete.
3. Equipment or materials installed or furnished without prior approval A The guarantee for the irrigation system shall be made in accordance with the F.I.P. thread inlet and outlet. Intrnal ems rearts shall be stainless steel 3.04 TEMPORARY REPAIRS q y
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2 Connections shall be made at the approximate locations) shown on C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where
PP rY P g the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the
may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to caused by actual site conditions. P g sprinkler system equipment in operating condition. The exercise of this right by the applicable.
expense. irrigation system. the Valcon 'ADV" or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the 1.03 Protection
4. Approval of any item, alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Supply: guarantee as herein specified.
All finished concrete work shall be barricaded to pedestrian traffic for three (3) days.
product or products apparently meet the requirements of the maintenance manual. Barricode shall be laced imediatel after concrete finishing. Contractor shall furnish,
D PD Y q 3.05 EXISTING TREES P Y 9•
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise, connections between the automatic 1. Electrical connections for any and all automatic controllers shall be place and remove all of his own barricades. Contractor shall be responsible for any
samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical points) of connection as indicated on the Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all damage to new construction and replacement or repair of the work shall be made
shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. ry 9 without added cost to the Cit
control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two Y•
5. Manufacturers warranties shall not relieve the Contractor of his h (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and 1.04 Clean-u
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on P
n t
forger in diameter, except directly in path of pipe or conduit, shall be tunneled
supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause Upon completion of all concrete work and before final acceptance, the Contractor shall
under and shall be heavily wrapped with burlap to prevent scarring or excessive
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. install in accordance with by actual site conditions. remove all tools, surplus materials, apparatus, debris, etc. from the site and the site
B. RECORD DRAWINGS: free from defects in materials and workmanship, and the work has been completed in valve manufacturers specifications and wire chart. in no case shall d inn Where a ditching machine is run close dj trees having roots smaller than two shall be left in a clean, neat condition acceptable to the City.
accordance with the Drawings and Specifications, ordinary wear and tear, unusual wire size be less than #14. 3.03 INSTALLATION tri inches a diameter, the wall g the trench adjacent to the tree shall be hand
1. The Contractor shall provide and keep up-to-date a complete record abuse, or neglect excepted. We agree to repair or replace any defects in material or trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall
set of blueline ozatid prints which shall be corrected daily, showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the some trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be �3'� q-
P P P y 9 9 D 9 P DP y P closed within twenty-four (24) hours; and where this is not possible, the side of the
every change from the original Drawings and Specifications and the acceptance and also to repair or replace an damage resulting from the repairing or some route as pressure supply or lateral lines wherever possible. %�' y '9
exact installed locations, sizes, and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall be kept shaded with burlap or canvas. �� n
purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time, as determined by the City, after 3. Where more than one (1) wire is placed in a trench, the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow 3.06 FIELD QUALITY CONTROL � Ny
This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen (15) feet. layout indicated on the Drawings and as noted. '3r!_TOLL FTSE
as a record set. replacements within a reasonable time after receipt of written notice from the City, we A. Adjustment of the System:
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three (3) feet of each 2. Provide for a minimum of twenty-four (24) inches cover for all 1 Y Signature 4-227-2600
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hordscoping. i-15-01LEASTTW
drawingprogress sheets daily as the work proceeds. showing the splice connection at each electric control valve, so that in case of 1. The Contractor shall flush and adjust all sprinkler heads for Date e�YOU 00
P 9 Y P 9 optimum performance and to prevent overs ra onto walks,
work as actually installed. For example, should o piece of equipment PROJECT: BASE LINE ROAD STREETSCAPE repair, the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four (24) inches cover for all P P P P Y .y � ur�aceourO srxncE�OF sourHr�r cwrow�u
be installed is a notation that does not match the lane the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three (3) inches or larger in diameter. roadways, and buildings as much as possible. 4� �`
must Indicate that equipment meat has been relocated inpl ra hit LOCATION: SOUTHWEST CORNER OF SUMMIT AVE. AND ETIWANDA AVE. in trench without stress or stretching wire conductors. C�+�-��
q P 9 P 4. Provide for a minimum of eighteen (18 inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will
manner so as to match the original symbols as indicated in the SIGNED: 5. All splices shall be made with Scotch-Lok 3576 Connector Seating supply lines of two and one half 2 1 2 inches or smaller provide proper and more adequate coverage, the Contractor shall
irrigation legend. The relocated equipment and dimensions will P 9 ( �)
then be transferred to the original record drawing plan at the proper Packs, Rainbird Snap-rite wire connectors., or approved equal. Make make such adjustments prior to planting. Adjustments may also
time. ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve (12) inches for all non-pressure include changes in nozzle sizes and degrees of arc as required.
lines.
3. Before the date of the final observation, the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control
be
all information from the 'record drawing* rints to a sepia lar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (18) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall
g P P y PART 2 - PRODUCTS Rancho Cucamonga. wiring. accomplished within ten (10) days after notification by the City.
similar myfor moterial. Arrangements shall be made through the city 9
for obtaining said sepia myfor or similar myfor material. All work 2 01 MATERIALS K. Automatic Controller. 7. Refer to City Standard 120 'Trench Repair' when within City streets 4. All sprinkler heads shall be set perpendicular to finished grades
shall be in waterproof India ink and applied to the mylar by a susceptible to traffic loads. unless otherwise designated on the Drawings.
technical pen made expressly for use on myfor material. Such pen 1. Automatic controlfe s shall be of size and type shown on the
shall be similar to those manufactured by Ropidograph. Kueffel & A. General: Use only new materials of brands and types noted on drawings, r{ ) yp 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
specified herein, or roved equals. Drawings. B. Backfilling:
P q 9 • specification
Esser, or Faber Castell. The dimensions shall be made as to be easily D P so that each lateral operates at design pressure. CITY
readable even on the final controller chart (see Section C). The DESCRIPTION OF REVISION DATE
original myfor 'record drawing' pian shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of irrigation System: APPROVED:
Rancho Cucamonga for approval prior to the completion of they of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated
controller chart. 1. Pressure main line piping for sizes 2 and larger shall be PVC Class materials approved for backfilling, consisting of earth, loam, sandy 1. The Contractor shall request the presence of the City of Rancho CITY 0 F RANCHO C U CAM 0 N GA
315. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power clay, sand, or other approved materials, free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing.
4. The Contractor shall dimension from two (2) permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped
reference, such as building corners, sidewalk edges, road 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per
intersections, etc., the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips, sunken square inch and prove watertight.
pope must meet requirements as set forth in Federal Specification PS L. Electric Control Valves: areas, humps or other surface irregularities. TRACT NO* 16466
a. Connection to existing water lines. 22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Note: Testing of pressure main lines shall occur prior to
b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the some size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves.
c. Gate valves. the Drawings. No foreign matter larger than one-half (i/2) inch in size will be STREET IMPROVEMENT PLANS
d. Routing of sprinkler pressure lines (dimension max. 100' 3. Pressure main tine piping for sizes 1-1/2' and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior
e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City to paving. LIVID IRRIGATION SPECIFICATIONS
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 3. Provide and install one control valve box for each electric controlg. of Rancho Cucamonga.
Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six (6) hours. If leaks
h. P 9 must meet requirements as set forth in Federal Specification PS 4. s settlement occurs and subsequent adjustments in pipe, valves,
h. Stub-outs for future connections. pipe q P sprinkler heads, sawn, Alantin rye develop, replace joints and repeat test until entire system is proven APPROVED � DATE.-
�
21-70. M. Control Valve Boxes: D g, or other construction are necessary,
i. Other related equipment as directed by the City of Rancho the Contractor shall make all required adjustments without cost to the watertight. ,, D
Cucamonga. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved 1. Use 10' x 10-3 4' round box for all ate valves. Carson Industries City. CiTY ENGINEER ,aa,--4,6, WZ/Z��� RCE: 24953
9 PP / 9 5. All hydrostatic tests shall be mode only in the presence of the '
5. On or before the date of the final field observation, the Contractor conforming to ASTM test procedure D2466. J910-12B with green bolt-down cover or approved equal. Extension C. Trenching and Backfill Under Pavia General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN PIAN PREPARED BY: RECOMMENDED
shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six (6) inches. 9 g' be backfilled until it has been observed, tested, and approved in
Rancho Cucamonga. Delivery of the se las will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings PP _ +Rive Brockton Avenue2503 n 2
9 rY P - � 1. Trenches located under areas where paving. writing. Y C
Contractor of the responsibility of furnishingrequired information shall be of type and installation methods prescribed by the 2. Use 9-1/2 x 16 x 11 rectangular box for all electric control valves. p 9, asphaltic concrete, or Riverside. G ersoe
P e q manufacturer. Carson Industries # 1419-128 with green bolt-down cover or approved concrete will be installed, shall be backfilled with sand (a layer four 6. Furnish necessary force pump and all other test equipment. DRAWN (sae) 36e-0700 SHEET
that may be omitted from the prints. equal (4) inches below the pipe and six (6) inches above the pipe) and Fax (sos)369-4039C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95% compaction, using manual or mechanical
3. Use 6 diameter x 8-3/4r deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed, perform a coverage test in TY e-moik c«tocomworks4g•com L-7 OF 8
the compaction of the existing adjacent undisturbed soil and shall be the presence of the City of Rancho Cucamonga to determine if the 1000(kilt hap://www.comworkWg.corn _
1. As-builts drawings shall be approved b the Cit of Rancho 0. Manufacturers name coupling valves. Carson Industries J 608-12 with green flex-lock P 9 water coverage for planting areas is complete and adequate. Furnish CHECKED 4 R,L A. NO ON DRAWING N0.
g PP y y b. Nominal pipe size cover or roved equal. !eft in a firm unyielding condition. All trenches shall be left flush
Cucamonga before controller charts are prepared. P D PP q al. all materials and perform all work required to correct any
e. Schedule or class T" DATE +1204 FILE NO _ J9W"{-
PROJECT SHEET N0. OF
PLANTING SPECIFICATIONS
PART 2 - EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with good 6.04 Responsibility and Coordination:
PART 1 - GENERAL horticulture practices and shall be of the size and caliper normally associated with the
2.01 Protection: container size specified on plans. Removal of all tags, labels, nursery stakes and ties A. Landscape Contractor is responsible for the erection of all signs and barriers required
1.01 Scope of Work: Keep all plant material delivered to site in a healthy condition for planting. from all plant material prohibited until the approval of the Landscape Architect or City. to prevent intrusion into the treated areas and to notify the public.
Plants shall not be allowed to dry out. Bare root stock shall be separated and
Contractor shall provide all materials, labor and equipment incidental to and heeled-in, in most earth or other suitable material until planting. Balled and D. All plant material delivered to the site showing signs of damage or disease or is
necessary for completing all work, as indicated on the drawings, as reasonably burly ed plants shall have root ball covered with moist sawdust, wood chips or P 9 9 9 B. m material m methods shall affect the landscape bloating or hythan 1d germination.
PP P insufficient in size to carry out the intent of the planting plan will not accepted and will No material or method shall render the job site unusable for more than 10 Boys from
implied, or as delineated in the Specifications as follows. other suitable material until planting. be replaced at Contractor's expense. date of application.
pp ication.
1.02 Standards: 2.02 Installation: E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 6.05 Non-Selective Herbicides:
Detailed layout of plants within the planting areas shall be performed by 5-gallon, and 15-gallon) shall have been grown in containers for at least one (1) year,
All work and materials shall comply with governing codes, safety orders,
Non-selective contact herbicide and/or non-selective systemic herbicides (as
standards, and regulations, and meet the minimum requirements of the Standard Contractor and approved by the Landscape Architect and City prior to planting. but not over two (2) years.
ions For Public Works Construction (Green Book) Latest edition. recommended by the Pest Control Advisor)
Specifications
Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions - Substitutions for indicated plant material will be permitted provided
1.03 Quality Assurance: shrubs using the following mixture: the substitute materials are approved in advance by the City, and are made at no 6.06 Selective Herbicides:
additional cost to the City. Except for authorized variations, all substitute plant materials
A. All Contractors performing Site Development work, must be licensed in Native, On-Site Soil with rock no greater than 3" in diameter shall conform to the requirements of these specifications. Selective pre--emergent herbicides compatible with seed mixtures (as recommended by the
accordance with the laws of the State of California. Gro Power Plus, 5-3-1 15 lbs/cyPest Control Advisor)
Iron Sulfate 2 lbs/cy G. Plants Not Approved - Plants not approved are to be removed from site immediately
B. Contractor shall provide the Landscape Architect and the City with a list of and replaced with suitable plants. The City reserves the right to reject entire lots of 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to be employed durin the course plants represented by defected samples.
pp P9 (To be used for bidding purposes only, verify with Agronomic Soils Test.) If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the
of construction. H. Stake all trees, as per details immediately after planting to prevent wind damage. planting areas will require control prior to removal, spray these areas per Pest Control
C. Contractor shall obtain and keep in force Public Liobility and Property After backfilling, construct a 3" earthen berm to form watering basin around Advisor's recommendations.
each plant, to allow thorough water-in and establishment. 1. Plant trees that are to be (orated in lawn or ground cover areas after finish grades
Damage Insurance, during entire course of the Construction Contract. The ore first established and allow at (east 7 calendar days prior to installation of said
amount of insurance shall be determined by City. Prior to installation of turf and ground cover, remove water basins from around lawns or ground cover to provide for thorough watering of trees. All planting holes shall el Prior to the installation of the irrigation system remove and clear all weeds and
D. Prior to start of site development work, the Contractor shall notify the
trees and shrubs. Berms in turf areas to be removed prior to City acceptance. be excavated as defined on appropriate details. deleterious materials from planting areas.
2"
Landscape Architect and City to give starting and completion dates. Contractor PART 3 - SOIL PREPARATION AND FINISH GRADING 4.03 Soil Amendments: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to depth of 1" -
s
shall also supply the Landscape Architect and City with the name and telephone below the surface of the soil. Physically remove all weeds from the site.
number of the person in charge of the work. 3.01 Scope of Work: Soil amendments shall be as recommended in the Agronomic soils report PART 7 - U,NDSCAPE MAINTENANCE
1.04 Responsibilities and Coordination: A. Provide all materials and equipment, and perform all work necessary for and 4.04 Trees Stakes:
incidental to the soil preparation and finish grading of all planting and lawn 7.01 Scope of Work
A. Permits: The Contractor shall obtain and pay for all permits and areas as shown on plans, as reasonably implied, or as delineated in the Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for
inspections required by governing authorities for the work to be performed. specifications. further information. Provide all rr:require Intoe and equipment necessary for, in incidental to, performing all
maintenance requirements as reasonably implied or as delineated in the specifications
B. Existing Conditions: The Contractor shall verify all conditions and dimensions B. Furnishing, placement and grading, of topsoil for backfilling of planters if PART 5 - GROUND COVER AND BEDDING PLANTS including, but not limited to the following:
shown on the pians at the site prior to commencement of any work under this required.
contract. The Contractor shall verify the location and depth of all undergroundMaintain all plants and planted areas.
C. Cleaning and finish grading of planters areas and planting areas.
Utilities prior to start of work. 5.01 Scope of Work: Keep planted areas free of weeds and debris.
Provide all materials and equipment and perform all work necessary for and incidental to Prune trees and shrubs.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred 3.02 Topsoil Fertilized all plants and planted areas.
for all temporary utilities such as water, electrical power and gas as required by installing all ground cover and bedding plants, as shown on plans, as reasonably implied,
or delineated in the specifications. Irrigation.
him for the construction of the project. Temporary services shall be coordinated A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. insecticide spraying.
with the City and other contractors on the job site.
5.02 Bedding Plants: 7.02 Fertilizers:
D. Survey, Reference Points, and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill, backfill in planters and mounding,
establishing all surveys, reference points and elevations required r Pon and shall be sandy textured. Silt plus clay content of this soil shall be no greater Perennials and Annuals: Provide healthy container grown plants from a recognized
than 15% by weight. The boron content of this soil shall be no greater than 1 nursery, and of the species and variety shown on plans. r Commercial fertilizers with an analysis of 5-aced Gro-Power Plus, and 12-8-8
shown on plans for proper execution of site construction. part per million as measured on the saturation extract. The sodium absorption Oro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as
E. Traffic: The Contractor is responsible for all temporary traffic barriers and ratio (SAR) shall not exceed 3.0 mil(imohos per centimeter at 25 C. in order to 5.03 Ground Cover: required by the Agronomic soils report. Available from Gro Power (909) 393-3744.
detours required by him for the construction of the project. All temporary ensure conformance, samples of the imported soil shall be submitted to an
agronomic soils testing laboratory, approved by the project Landscape Architect Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall B. Ammonium Sulfate: Granular form containing not less than tat nitrogen and f
traffic barriers and detours shall conform to all conditions required by the City for analysis prior to use. Result of testing to be delivered to City for approval. be established and well rooted in flats or similar containers. sulfur and shall be registered as an agricultural miner, with the State Department of
Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the
or governing authorities. Soil test to include analysis and recommendations.
5.04 Mulch: Agricultural Code.
1.05 Defective and Unauthorized Work: 3.03 Soil Amendments:
Mulch: Shall be of compacted wood chip fiber. 7.03 General:
All work which is determined by inspection to be defective in its construction or
deficient in any of the requirements of the plans and specifications, shall be All soil amendments shall be as specified in the Agronomic Suitobility/Fertility Maintenance shall start immediately after landscape irrigation and planting.
soils report furnished b the Contractor 5.05 Coordination:
or
remedied or removed, and replaced by the Contractor at his own expense in a P y
manner acceptable to the Landscape Architect and City. 3.04 Soil Preparation: A. Do not have plants delivered to the job site until site conditions are ready for Maintain all plants and planted areas on a continuous basis as they are installed during
planting. If planting is delayed, keep plant roots moist and place in a sheltered location the progress of the work, and continue to maintain them until final acceptance of total
1.06 inspections:
All work on irrigation system shall be complete and inspected for recommended protected from the sun, wind and other damaging elements. project. Replace any dead or dying plants as directed by the Landscape Architect and
The Contractor shall arrange for inspections by notifying the Landscape Architect, approval and, fine grading completed, prior to rototilling and prior to soil City representative.
amendment workA Irgation: Operate irrigation system on an established program to maintain all plants
City and governing authorities, 24 hours prior to time of inspection, unless . B. Soil preparation and fine grading shall be completed and trees and shrubs installed
prior to bedding plants and ground cover planting. Irrigation:
otherwise noted. Inspections shall be as listed below, but not necessarily in After rou h rades have been established, prepare all lawn and planting areas by and planted areas in a healthy condition. Irrigation system run-off shall be kept to a
this order. Only the inspection pertaining to the project scope of work will 9 9
apply: tilling or cross ripping to a depth of 12". All rock and debris more than 2" in 5.06 installation: minimum. Carnage to irrigation system resulting from maintenance and equipment
diameter shall be removed from the site, except for areas that are to be and/or maintenonce personnel, shall be restored to its original condition at no cost to
Rough Grading. sodded, in which all rock and debris more than 1" a diameter shall be Plant ground cover and bedding plants in moist soil and space as indicated on plans. the City. Fmilure of any part of the irrigation system shall be brought to the attention
of the City. No repairs other than emergency repairs shall be accomplished without
Drain Lines and Catch Basins. removed. Each plant shall be planted with its proportionate amount of soil so as to minimize root written permission from the City.
irrigations (main line pressure, coverage & system operations test).
Sail Preparation and Finish Grading. Apply , spread, and rototil in all soil amendments as recommended to a depth disturbance. Soil moisture shall be such that soil does not crumble when removing
". Water area thoroughly after rototilling is complete. incorporate evenly plants from container. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas
of 6
Plant Material (delivery & placement), at intervals not to exceed 10 calendar days.
Substantial Completion Inspection (at completion of landscape improvements) - into the top 4" to 6" the following for each 1,000 square feet of planting area: Regrade planter areas after planting, to restore smooth finish grade and to insure proper
7 Days• surface drainage. A 4" layer of mulch material shall be spread over the entire planter The Contractor may elect to remove such concentrations of weeds manually or by an
4 cubic yards of nitrolized Redwood or Fir shaving or equal. approved herbicide program.
Final inspection (after maintenance period) - 7 days.
200 lbs. of Gro-Power or approved equal. area after grade is established. Watering shall begin immediately after mulching. (Grading
The contractor shall arrange a Preconstruction job conference with the Landscopeshall accommodate the mulch) C. Pest Control: Spray all plants and planted areas at beginning of maintenance
Architect and City a minimum of seven (7) days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only 5.07 Pprogram and as may become necessary thereafter by an approved method of pest
for bidding purpose, because soil conditions may change drastically from the Protection: control, to keep all plants and planted oreas free of insects and disease. Method shall
1.07 Guaranties: time these specifications were developed to the time the actual soil conditioning Erect temporary fencing or barriers
be reviewed by the City prior to any applications. Pest Control shall include Gopher
take place. Therefore, the Contractor shall obtain his own soils analysis ata arrers to protect planted areas from damage prior to final control.
A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn rate of one per every 25,000 square feet of planted area. These soil tests shall acceptance.
shall be guaranteed from date of final acceptance of landscape construction for be conducted by an approved Agronomic soils testing laboratory approved by the PART 6 - WEED ABATEMENT D. Pruning: Prune all plants as designated and directed by Landscape Architect, at
periods as follows: project Landscape Architect and City. Copies of the soil test to be provided start of maintenonce program and continue to prune plants as directed or as may
during the Pre-construction job conference. 6.01 Scope of Work: become necessary until the end of the maintenance program.
Trees 24" box & larger 1 year 3.05 Finish Grading:
Trees 15 gal. & smaller 1 year Provide all material, equipment, and labor necessary to perform all work as indicated on Remove trash weekly. Edge ground cover tkeep bounds and trim top as
necessary to achieve and overall even appearancc
Shrubs All sizes 120 days After rototilling operations are complete, grade areas to establish finish grades plans, as reasonably implied, and as delineated in the specifications. e. Exterminate gophers and moles;
repair damage.
Ground Cover 120 days for planting. All flow lines shall be maintained and proper tolerances shall be
Bedding Plant 120 days met after settlement at the end of the project maintenance period. 6.02 Quality Assurance: PART 8 - ACCEPTANCE OF PROJECT
Lawn (sod) 120 days
Lawn (seed) 120 days from first mowing Finish grading shall leave surface of the ground uniformly smooth and free of Californiaal The Applicator of all weed control materials shall be licensed n the State of
as a Pest Control Operator and a Pest Control Advisor in addition to any 8.01 General:
abrupt grade change.
Guarantees begin after the project acceptance by City and at the end of the subcontractor licenses that are required. Upon completion of installation, a maintenance period of a minimum of 180 days for all o N WAIT
AL.TOLL FREE
180-day maintenance period. Landscape Contractor shall replace and plant all 3.06 Coordination: B. All materials and methods must conform to Federal, State, and Local Regulations. '
materials which have died within the time span stated above, at no cost and landscaped meets is required prior to final acceptance of the work by the City. The �-- _ o 00-227-2604
within 5 drys from receiving written notice from the Landscape Architect or City. Weed abatement work shall be coordinated with the installation of the irrigation 6.03 Submittal: Commencement date for the maintenance period shall commence upon written approvalSignature `i
g for all phases of planting installation by the City Public Works inspector. Maintenance (+�� LEASTTWODAYS
if dead material is not replaced and planted within the 5 day period, City may system rototilling and soil amendment work, and planting. See Weed Abatement
replace dead material with new material and charge the Landscape ila
Contractor for section). P g ( Prior to the installation of any weed control materials, the Landscape Contractor shall period shall be adequate to verify plant characteristics and establishment. a e Y OU c,
all expenses incurred.
submit to the Landscape Architect/City a list of the weed control materials and quantities A. Two inspections shall be made that affect the establishment period: The first after � ( � u"DrrfMND Sutra Air OF svumrM CA19URNA
PART 4 - TREES AND SHRUBS per acre intended for use in controlling the weed types prevalent and expected on the all plantings have been completely installed in order to approve the beginning of the O� L�
B. Construction Materials: The contractor shall guarantee all workmanship and site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the establishment period, and the second at the end of the establishment period. If
materials for all site development, fora period of one year from date of final Landscape Contractor and Landscape Architect and Cit data to demonstrate the t.
4.01 Scope of Work: P P y plantings ore not acceptable at the end of the 180 day period, due to defective
acceptance of project. compatibility of the weed control materials and methods with the intended planting and maintenance, then continue establishment until all work meets with the Specifications and
Provide all material, equipment, and labor necessary to install all trees and seed varieties present. can be opproved.
1.08 Material and Labor Releases: shrubs as shown on plans, as reasonably implied and as delineated in the
specificationsB. At termination of establishment period all plant material shall be live, healthy,
.
Upon completion of the work, the Contractor shall present to the City, signed undamaged, and free of infestation. inferior plantings shall be replaced and brought to
4.02 Products a satisfactory condition before final acceptance of work will be made. All areas shall be
copies of all Tabor and materials releases for all work performed under Site
Development. A. Nomenclature - Plant names indicated on the drawings conform the neatly raked and free of weeds.
1.09 Disposal and Clean-up: "Standard Plant Names" established by the American Joint Committee on
Horticulture. Except for names covered therein, the established custom of the
Remove all waste materials (including excavated material classified as nursery is followed.
CITf
unacceptable soil material), trash and debris generated or encountered during the B. Condition - Plants shall be symmetrical, typical for variety and species,
course of landscape construction, and legally dispose of it. During the course of sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and DESCRIPTION OF REYlSION DATE pyP
the work, remove surplus materials from the site and leave premises in a neat shall have healthy, normal root systems, well-filling their container, buy not to
and clean condition. Clean up and rernove oil remaining debris and surplus the point of being root bound. Plants shall not be pruned at anytime, and in '�/ /�
moteriais upon cornpletion of work, leaving the premises neat and clean. The no case shall trees be topped.
MONGA
site shall be cleaned upon the request of the inspector. CITY ® RANCHO
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PLANS
LIVID PLANTING SPECIFICATIONS
APPROVED Err: n �p DATEi G f
CrFf ENGINEER ��.�C�-�cux( ( `' RCE. 24953
DESIGN PLAN PREPARED EtY. REGO)1ME N ED
4649 Brockton Avonue f J
rU wilds.G 92.508Yi
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DRAB (809) 369-0%00 SKEET
Fax (909) 369-4039
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Tltil DATE 8/20/04 FILE NO L-
PROJECT SHEET N0. -OF