HomeMy WebLinkAbout1788-L DEVELOPER/OWNER
C ARCH EC URAL PLANS
LANDS APE IT T
CITY OF RANCHO CUCAMONGA
SM BERWRDINO ROA D_ PARKWAY 10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
PHONE (909) 477-2700
WEST OF HEwvv6wu , AVENUE FAX (909) 477-2849
GENERAL
FUND PARKWAY
VICINITY MAP GENERAL NOTES SHEET INDEX
PROJECT SITE GENERAL NOTES: L-1 TITLE SHEET
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING L-
2 CONSTRUCTION PLAN
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE CRITERIA:
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
• BETWEEN C IDEX6"DEEEDTURFAND HEADERS L-3
L-3 CONSTRUCTION AND PLANTING DETAILS
W 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE AREAS -8"WIDE X 6"DEEP CONCRETE HEADERS
CITY ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE- L-� IRRIGATION PLAN
< NANCE -8'WIDE X 6"DEEP CONCRETE HEADERS
SAN BERNARDINO 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTE-
RD CITY STANDARDS AND THE CURRENT STANDARD NANCE -6"WIDE X 6"DEEP CONCRETE HEADERS L-5 PLANTING PLAN
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. • BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-
<,
pE 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR 8"WIDE X 6"DEEP CONCRETE HEADERS
L-6 IRRIGATION DETAILS
8 WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK
r. L-7 IRRIGATION SPECIFICATIONS
BY LAW. LAYOUT SHALL BE MADE IN THE FIELD,AD ADJUSTED AS
FOOTHILL BLVD NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE
W z 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO L-8 PLANTING SPECIFICATIONS
EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND FINAL CONSTRUCTION.
Q 0 UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO
WORKING DAYS PRIOR TO CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
FOLLOWING CRITERIA:
z S. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC
SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN
p SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY
Cr Q = ON THE PLANS. INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS
�U_ 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED DETERMINED BY THE CITY INSPECTOR.
z WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND
> STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE ACCEPTANCE BY THE ENGINEERING DIVISION.
CITY ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT
PLANS ONLY.
S. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 7 WIDE
FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE.
A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911
9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT JAMES FREI
PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION
FROM THE INSPECTOR THAT ESTABLISHMENT IS B. GENERAL TELEPHONE (800)483-3000
ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD
(TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200
SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,
N.T.S. FALL COLOR, FLOWER COLOR,OVERALL PLANT HEALTH,AND D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591
WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. 9641 SAN BERNARDINO ROAD
MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION, RANCHO CUCAMONGA, CA 91730
PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
MAINTENANCE RESPONSIBILITY MAP GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS ARE E. METROPOLITAN WATER DISTRICT (909)593-7474 CONSULTANTS
NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE
ALSO INCLUDES ALL REPAIRS, REPLACEMENT,CLEANING, AND F. COMCAST (909)983-9895
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN DUPONT ST.
GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED (PORTION OF RED HILL)
PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. ONTARIO,CA 91762
MARKS CABLEVISION 800 566-2757 L A N D S C A P E
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MA ( )
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD.#120 ARCHITECTURE
RECOMMENDATION. RANCHO CUCAMONGA,CA 91730
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 SITE PLANNING
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE.
760-438-0525. FONTANA, CA 92336 10630 Church Street
Suite 106
MAINTENANCE RESPONSIBILITY AREA Rancho Cucamonga
CA 91730
(909) 484-2800
Fax (909) 484-2802
— — — SAN BERNARDINO ROADLU Richard— — —
9 ' ! CA Lic. #2834 AZ Lc. # 29115
Z' NV Lic. # 446
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LANDSCAPE QUANTITIES
J_ CX3C0
W
O
MAINTENANCE RESPONSIBILITY AREA V
SAN BERNARDINO AVENUE DESCRIPTION OF REVISION DATE APPROVED
—SAN BERNARDINO ROAD— - - - —SAN BERNARDINO ROAD - 3441TOTAL S. F. OF NON-TURF LANDSCAPE AREAS — CITY of RANCHO CUCAMONGA
0 TOTAL S. F. TURF AREA
t1658 TOTAL S F HARDSCAPE AREA
5099 TOTAL S. F. OF ALL AREAS
w .12 TOTAL ACRES O ' SAN BERNARDINO ROAD PARKWAY
z WEST OF HELLMAN AVENUE
TOTAL STREET TREES
38 LAGERSTROEMIA INDICA TUSCARORA U
TITLE SHEET
Nosc�P APPROVED BY: DATE : � 'L�.�;r
CITY E
Kr�mw� NGINEER ' C�i1 RCE N0 . 24953
o'
y 90
: a s� DESIGN ARCHITERRA DESIGN GROUP NDED
4 aw DEA LANDSCAPE ARCHITECTURE
SITE
F -- - 10630 TOW CENTE RING DR.,STE. 128
OZ * DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
DEA (909)484 2800 FAX: (909)484-2802 L-
N.T.S. T� [WeFo� ` CHECKED DR ING NO.
OF CA�� JAF DATE 03-16-01 RLA NO.2834 -�-
ARCHITERRA 0065-5 SHEET OF
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FLAT BRIE UP
KPER w sitSTD SDI MDIITAR OO�ESTl7NE BIDEWALK
1?-1• t- 2%MFLOW. OR CONCRETE
BBLESTONE HEADER
DSCAPE E- 4MORTAR EVEN
CMN_ Cly - W.+CURB
AND WALK
3DEFINJMCONCRETEBED� UNDERNEsTH COBBLESTONE
BOULDER
_ (LOCATE PER PLAN) 3 MIN SM OW TH AT
EDGE OF COBBLE
SIDEWALK OR CURB
CRETE
HEADER-1?RADIUS
•EXPOSED EDGES a FINISH PER RAN
=CowlQNSTALL AT GRADE LEVEL AT SWALE Ort
•) CROSSINGS)
31?MIIMIRMI SNE a •• .
CONCRETE BED FINISH GRADE
Ir sr s T
DODO rMAX MORTARED STORESWALE t� EXISTING WALL 6 d RE-BAR CONTWOM EXISI7NG WALL
COBBLESTONE (UNLESS OTHERWISE INSTRUCTED)
CONCRETE CURB
C CONCRETE BED W'03 BAR
BENEATH COBBLE
4
2 NEN r r MAx.RAD CURB a GUTTER FORE CONDIABOVE TION
ax)
NOTES LEGEND
r PCC"c"PER - - - : 1. PROVIDE SCORE JOINTS AT 10`0 O.C.AND W EXPANSION �+^
CITY STD YJI 1. BOULDER PER CONSTRUCTION PLAN.RECESS AT LEAST 113 OF BOULDEfl'S �y.. CURB CURB
JOINTS AT 2(746 O.C. DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE
2 r WIDE CONCRETE HEADER BETWEEN CITY-WMINTAINED TURF AND
PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT
3 MIN r r Nwc RAD !. -!- �• ,•! ' GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND
n
PRIVATELY MAINTAINED AREAS.
LOCATIONS PRIOR TO MSTALLAnON.
Nom SIDEWALK HARDSCAPE a CONCRETE TO BE 520 2500 MIN 2 UP'POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ASUTTMG BOULDERS.
1. CONCRETE CLASS IIID O.291111L JOIN AT R09 ANGt ES(TYP)
2 ROCK S¢FS,UNLESS OTHERWISE SIN"IED,SHAtI BE XIS NG SIDEWALK
BOULDERS MAX 30•=MIN 7-0` 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE ITER EXISTING SIDEWALK LF
ODBBLfSTONES VAX 17-NII R WITH ONE FLAT SIDE CONSTRUCTION PLAN,
A BOULDERS SBFT HAVE TO ES SHALL B COBBLES TH CL HAVE 83 RTAR 1 ENTPAR 4. o COMPACTED SUB GRADE.
1 ALL SPACES BETWEEN STIES SHALL BE FILLED WITH CIASS'D'MORTAR I PART CEMENT LL
T02.1/2 PARTS SAND 2000 PSI PORTLAND CEMENT CONCRETE (NO'DRY-PACK'ISALLOWEDI
S A SAMPLE AREA,MIN.40 SO FT SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO
a PROCEEDING WITH REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BYTKCR1'INSPECTOR
7. ROCKS SHALL BE SMOOTH ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS 6 EXCFSSIVE IRON CONTENT
a ALL COBBLESTONE AREAS SHALL HAVE T a S'CONCRETE HEADER AS AN EDGE AT PLANTING
D ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND NMINTAIN AN MN AT ALL TINES W74NI THE R 0 W
RIVER WASHED
GRANITE COBBLESTONES CONCRETE HEADER BOULDER BY PAVING TYPICAL SECTION AA TYPICAL SECTION BB
P� wz SCALE: N.T.S. 542 SCALE: N.T.S. 534 SCALE: N.T.S. A - SCALE: N.T.S. SCALE: N.T.
S
>� NOTES
STORM DRAINRMDERGROUND I PENN E MURBERv S"x B
UTILITIES E STAKES TO BE PLUM AND
q ^ PARA LLE L
` B.STAKE TREE PERPEM09CIHAR
", TO PREVAILING WIND
` - M
W SIDEWALK w E
z_
S.L.
REQUIREMENT
E HALF Of SPACING
I
LIMIT OF PLANTER AREA r OF COMPACTED WOOD CHIP
CURB AND GUTTE METER 10'_L 5' v 6TD'EGP"R
Y COMPACTEDTBERM TOFORMz::) MULCH
tw TOP OFBTAIWSBELOW SSED WATERING BASIN. NARDSCAPMO(CONCRETEHEALIER.
* MIN 1 HEAD OF TREE WHERE `i
SPEC IE9 GROWTH HABIT►ERIN". CURB a GUTTER.SIDEWALK.ETC.) INISH GRADE
WIN TRUNK TOP N R'ABOVE L TO v D CHIP MULCH.
EXTEND R ABOVE
{E�SETS OF ATTACH
G LVACEDEI• FINISH GRADE
APART,ATTACH WITH GALVANIZED
SCREWS TO�'LODGE POLES 12'
Z Y DA.LODGE POLE PHIS STAKES
WITH WOOD PRESERVATIVE STAIN.
SIDEWALK CY J DRIVE A MINIMUM OF B'INTO
QFH = III I I NDISTURBE D SOIL AND POSITION
DRIVE S L O L) STAKES OUTSIDE ROOT BALL
APPROACH El 0d y ARBOR GUARD IM TURF AREAS AND VV
FRONT YARDS -URB AND GUTTER-- TOPOF ROOTBALL TOEXTEMDt• Jt T5' ABOVE FINISH GRADE O }(� 1
MIN MIN S lO O' TIGHTLY COMPACTED J•SERMTO FORM ROOT BALL T
WATERING BASIN FOR RESIDENTIAL AND QUA
UNDERGROUND OUTSIDE of OF vLANTSPITT��RMSSIN TURF LOCATE PLANT PIT TO BE(2)TNAES THE
SHOVEL CUT EDGE COMPACTED
STRUCTURE Bg. AREAS TO BE REMOVED PRIOR TO CITY -- - - WIDTH OF THE ROOT BALL NATIVE SOIL
CATCH BASIN ACCEPTANCE
TRANSFORMER VAULT.
NOTES- ( 1 k7,
* 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER E ,` IE 1 T T NOTE:
�`" .� 1 NATIVE BACKFILL WITH NO
2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OF.SIGHT ROCKS GREATER THAN a NOTES
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. TBAu I DIAMETER 1 ALL SHRUBS AND GROUNDOOVERTOBEPLANTEDATEOUAL
3. AT ALL LOCAL RESIDENTIALILOCAL RESIDENTIAL INTERSECTIONS PLACE 1St F 1 � NATE ITH BACMLL WNO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 1 PRIOR TO PURCHASErRACEMENT OF THE MULCH,THE CONTRACTOR SHALL
L ROCKS GREATER THAN r 00 PLANS SEE LEGEND FOR SPACING REQUIREMENTS SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL
PARKWAY TREE AT A MIN. OF 25'FROM BCR OR ECR. UNDISTURBED NATIVE SOIL
2 MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND ( I I�I I I I�kl 2 WHERE RANTED ADJACENT TO WALLS WALKS,CURBS OR INTO EDGES AT GROUND COVER AREAS
FACILITIES IN ADDITION MAINTAIN 10'FROM CENTER OF TREE TO ALL UTILITY TIE I) I Ill' I tI I SIMILARLIMTATIOW.ALL SHRUBS AND GROUNDCOVER
E 1(E Ok I IE LIE IE 'IC Tit IE NATIVE soN UMr118TURBED NOTES: 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION
OWNED WATER a SEWER LATERAL LINES r Ir Ir it ti .Ir it IC .Ir It .I _11 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. L TWICE ROOT BALL WIDTH I OF ROOT BALL DO NOT CRACK ROOT BALL FROM SUCH UMTS SEE LEGEND FOR SPACING REQUIREMENTS 4 PLACE NO MULCH WITHIN A B'RADIUS OF THE CROWN OF A WOODY PLANT.
6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE r 3.SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
ENGINEERING DIVISION. OF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE
7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY LEGEND ARE ESTIMATES ONLY
STANDARD PLANS.
SHRUB/
TREE PLACEMENT DBL STKD TREE 5 GAL - 24"
BOX CONTAINER PLANTING GROUND COVER SPACING MULCH INSTALLATION
SCALE: N.T.S. 501 SCALEN.T.S.
_ : 502 SCALE: N.T.S. 506 q SCALE: N.T.S. 508- � � -�:� _ SCALE: N.T.S. 509
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Date
Q`.j►
'lF OF Cll,
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
SAN BERNARDINO ROAD PARKWAY
WEST OF HELLMAN AVENUE
CONSTRUCTION AND PLANTING DETAILS
APPROVED BY: - DAT E r4vi
CITY ENGINEER �uv RCE NO . 53
DESIGN ARCHITERRA DEAN GROUP LADED
v GPD LANDSCAPE ARCHITECTURE
SITE PLANNING
SCALE: 10621 CHURCH STREET,SUITE 106
SCALE: - Y SCALE: SCALE: DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
err
(909)484-2800 FAX: (909)484-2802
DEA L-3
CHECKED DRAWING NO.
1AF pq� 03-t2-0� RLA N0.2834 � —
ARCHITERRA 0065-5 SHEET OF
fi N r'Fv
CONTROLLER NOTE:
CONTRACTOR TO INSTALL A CALSENSE CONTROLLER MODEL NO.
ET-1-12-DR W/TP-1,TP-110 W/ANT-1, ANTENNA PORT INSTALLED
WITHIN A STRONGBOX MODEL NO.SBBC-24SS-120V ENCLOSURE
W/ELECTRIC METER SOCKET FINAL CONTROLLER/PEDESTAL 1
LOCATION PER CITY INSPECTOR. CONTROLLER PROGRAMMING 31 CONTRACTOR TO PLUG VALVE FOR FUTURE
WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. CONTACT1951 SQ. FT. 11/2a USE TO HELLMAN AVE.
CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT
MIT OF WORK LIMIT WORK
2075CORTEDELNOGAL „///,//„/ ///////////////,//,///i///////////////////,,,,,///, ,/,////,,,/////i//,////,////////////////////i////////,/////////. 'NAT ,/
1 SUITE P
1 CARLSBAD, CA 92009 _ - - 00
1 (619)438-0525 - - - - - - - - - _ _ _ - - - - %
1
SAN BERNARDINO ROA00
' I 00
lop
r WIRE sLFEVE 00
rte) 00
! r r r r r VAVLE 90X /
1 :M:Ml:�!:M:MC]Fl »Tjf(_yj:» yC �� H�- - - - - - rr - - - - - - - 1:"- :"K*6: C 7K_'M: =F . . . . . . . . . . . . . _ j�� - - - _M/ 1 00
/
W 1 e"PIPE SLEEVE 314" 3rr 314' 314',0&7 yr yr :»_.«M:»
- - _ - -
311" /
1 3 1" t(},
100
:.�_ - i r c al q c00
I 34" 311" 34' S1' 34" 3l1" 1" 1" 11,1 1111" 11/4' 1114" 1" I" 311' 3N'I i 00/
wliff eoX W 1 00
Q 10 00i
O z i
1 I POINT OF CONNECTION NOTE: FUTURE IRRIGATION NOTE:
1 CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY CONTRACTOR TO TERMINATE AND TAG(5)CONTROL W 1 00
DOWNSTREAM OF NEW 1 1/2"DOMESTIC WATER METER(BY BOX FOR FUTURE USE TO HELLMAN AVENUE. /
WIRES,(1)ORANGE WIRE AND(1)COMMON WIRE IN VALVE /
1 > 04
1300 CCWD). CONTRACTOR TO INSTALL A 2"PRESSURE REGULATOR,
2"REDUCED PRESSURE BACKFLOW DEVICE, 11/2*FLOW METER, <
//
�'f /'o „ „ „//i„////,///,/,//,/,/,///////,////////////,/// ////// /////// 1 1R"MASTER VALVE,(2)2"GATE VALVES AND EXTEND PRESSURE ,//////i/////////////////////////////„/,,,,/,/,,,/,,,,,,,/,,,,,,,�,,,,/////////////////////// ,/,/ ////. •/ /�
W LIMIT OF WORK MAINLINE TO VALVES AS SHOWN, REFER TO UTILITY PLANS FOR LIMIT OF WORK z
V MORE INFORMATION. Q
z EXISTING STATIC PRESSURE: 80 P.S.I.
SYSTEM DESIGN PRESSURE: 64 P.S.I.
Q MAXIMUM G.P.M. DEMAND: 31 G.P.M.
'CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM -J
O DESIGN PRESSURE OF 80 PSI. CONTRACTOR TO RELD ADJUST W
REGULATOR AS NECESSARY.
218 3
1008 SQ. FT. 11/2"
LIMIT OF WORK LIMIT OF WORK
IRRIGATION NOTES:
_ IRRIGATION LEGEND
' S A BERNARDINO ROAD I 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS RECUIRED AT ALL POINTS OF CONNECTION.
1 1 THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER SYN. MANUFACTURER MOM NUMBER DESS RMUS (; P Y PSI
1 METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
m l r r r 1
r �r !r r MIRE SLEEVE I 1 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR ° RAINBIRD 1812-SAM-PRS-5H POP-UP SPRAY HEAD 5 .20 30
Ld - - - - - - - - - - - - - - - - - -c�«:«:Nctia:«:�► - 0�:«:w. :»:.« - - - - - - - - -- - - - - - - - - - -:M:�>�:«_�i�t - - y: zw:«:w >+c:wa - �>��:«:W."C :«:WAK:-M:«:W_NK�«�:» �cw:»��_ MFR ),FOLLOWEDBYBACKFLOW PREVENTION DEVICE,FOLLOWED BYAFLOW METER, FOLLOWED BY
t 112"
Z - - - &4• at yr _ 6"PIPE SLEEVE ; w MASTER
ENT ZED PER PLAN INSTALL ALL EQUIPMENT PER CITY STANDARDS AND Rl1)N81RD 1812 SAM PRS�VAN POP UP SPRAY HERO 6' 40 30
y4' 314 3 4" MA ER VALVE All EQUIPMENT SI
Z SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES ACTUAL LOCATION OF THE
1" { ., 1" dl; - ii` 1 EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE Of THE CITY.
X13/1, - I I Ili/" 1" 314' 3," - - -
NOTES
�{ 31 311' 3/4" I 1 = 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(38)MC-_ AL ALLMMM
U 1 1 ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER E. 1. CONTRACTOR To INSTALL PCS SCAa EONS wHFFR REOUIFIED TO ASST THE
RA"70 PFIDYME
Q I Q 1 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALK$ AS MUCH AS p S�_
1. THIS DESKiN IS DNGRAMMATIC,All PIPING,VALVES,ETC.SHOWN WIT},1M1 PAVED AREAS ARE FOR DESIGN
SEE DETAIL K,SHEET L-5.
1Q CLARIFICATION ONIN ONLY AND SHALL BE INSTALLED PLANTING AREAS WHENEVER POSSIBLE AVCV P,NY
1 Q CONFLICTS BETWEEN THE SPRINKLER SYSTEM.WALLS,STREET LIGHTS,SIDE WALK,UTILITY LINES AND 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PFWA TD START OF
O I ; EQUIPMENT,AND ARCHITECTURAL FEATURES. CONSTRUCTION.
1 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSM SHOWN ON PLANS AT THE SITE PRIOR TO
1 COMMENCFMIE NT OF ANY WORK, ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY
1 1 TO THE CITY.
W // iI 6. THE CONTRACTOR SFIALL FAMILIARIZE HNMSELFMERSEIF WITH ALL L�ERGROUI�11RITIE3,PIPES AND EflLIIPNENI
LIMIT OF WORK STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE
CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
Z 7. OONTRACTOR SHALL FLUSH AND ADJUST ALL SPRMKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH � 1 1?PROPOSED DOMESTIC WATER METER BY CCM
MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND OWNER TO PAY ALL NECCESSARY FEES AND PERMITS.
INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRMLER HEADS AT INITIAL
FUTURE IRRIGATION NOTE:
CONSTRUCTION. WILKENS 500 SERIES r PRESSURE REGULATOR
O e. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY
CONTRACTOR TO CAP MAINLINE FOR FUTURE RRIGATK�I PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR ►1 WATTS 403-RT-RW r GATE VALVE
ALONG SAN BERNARDINO ROAD WEST OF CURRENT
PROJECT CONTRACTOR TO TERMINATE(4)CONTROL 2g SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER
WIRES AND(1)COMMON WIRE IN VALVE BOX 1082 SO. FT. 1112a HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL Q FEBCO 825-YA-BV-2.00 r REDUCED PRESSURE BACKFLOW DEVICE W1 A
BE MADE AT NO ADDITIONAL COST TO THE CITY.
STRONGBOX BACKFLOW ENCLOSURE MODEL NO.SOBC-45-AL
LIMIT OF WORK LIMIT OF WORK 9• INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAIlLNE TO THE FARTHEST REMOTE
CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL ® CALSENSE FtI�1.25B 1114'FLOW METER
00/1/ ///////////// )NO
STRIPSINENCLOSUREFORIRRIGATIONWIRING.110. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEE((Tl1RF)AND 2 NCFES OF SUPERIOR 3100 WO 1 IR'NORMALLY OPEN ELECTRIC DIAPHRAGM AUTOMATIC
, WATER PER WEEK(GROUND COVEWSHRUBS)APPLIED FOR 8 HOURS A NIGHTI5 DAYS A WEEK BETWEEN THE VALVE
1#000 SAN BERNA R OA D 1 HOURS OF 9:00 P.M.TO 5 00 AN ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME CALSENSE ET-1-12-DR w/rRt, 12 STATION ELECTRIC CONTROLLER,CONTRACTOR To
TP-110 WANTI INSTALL CONTROLLER INTO STRONGBOX METERED
� I m 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE As 9NOYVN AT EACH PONT of CONNECTION. PEDESTAL,MODEL.+N`SB-24
1 m THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED THE IRRIGATION CONTRACTOR SHALL VERIFY
vAVLE eox 631
r +ir �r `r r r THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL RARNI3IR0 330NP
S - - - - - - - - - - - - - - - - - - - -4" :»:r��«:«: -� : - - - - - - - - - - - - - - - - _t tI I BE BROUGHT TO THE ATTENTION OF THE CITY.yr 314" Int'yr �« «:« ,«�.. - - �« « M_ ' _ �.._»_we y� z 12. AllrOMATIC CONTROLLER TO BE A CALSENSE ETI- -0R NON POTABLE QUICK COUPLER VALVE a 150' O.C.
i -»c «yr 3( WTP-1,TP-110 AL RAM)W/ANT-1 ANTENNA PORT43!1 : ((DDtIGGTTTT�; 1112INSTALLED WITHIN A STRONGBOX(SB)24SSl120 VOLT CONTROLLEWEIECTRICAI ENCL05URE MOUNT THERAINBIRD EFB CP PRS B ELECTRIC REMOTE CONTROL VALVE,SIZE A3 SHOWN
n 3WIRE 80X / 311" 3!1" -- - - - - - - - - - - - - - - - - - - - - - - - - -
ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH
COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE ACTUAL LOCATION OF
31" t 11 4' 1114" IIA' t v1' t' 1" 3/4" 311" 3J4" 3/4'/\3/ 3/1" 3/4" U THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. - - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18'- USE CL 315
PVC FOR 7 AND LARGER.
13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE
00
Q FOR THE POWER HOOK-LIP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE
PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER.
i APPROVED SCH. PVC LATERAL UNE,SIZE AS SHOWN,MIN.DOVER 1r
i
0 1 14. ALL SPRINKLER KLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IFIiK�ATED "` APPSCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO HNSERTEO,
1 UNLESS OTHERWISE DESIGNATED ON THE PIANS. UNLESS OTHERWISE NOTED
01/
1 15. ALL POP-LIP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED 90 THAT THE TOP OF THE SPRINKLER
IAPPROVED SCH.40 PVC HARE SLEEVE,SIZE AS RECURRED UNLESS OTHERWISE NOTED
1 HEAD IS 114'ABOVE FINISHED GRADE.
LIMIT OF WORK
PRESSURE LOSS CALCULATION XERISCAPE ASSESSMENT SYSTEMMMA
SU RY
PROJECT: SAN BERNARDINOMELL.MAN LW BY: DEA San Bernardino Road Parkway
POTABLE WATER West of Hellman Avenue
STATIC PRESSURE: 80-75
SOURCE OF INFORMATIONIDATE: CARLOS FRMBRES 3.8-01
SUPPLIER: CCWD POINM REFERENCE
PHONE NUMBER: (909)987-2591 CLAIM GSL 1)
VALVE STATIONIGPM: STATION: 2 z,(SPM 11.IRRIGATION(Point Vtllue)
DESCRIPTION O F REVISION
ITEM: P.S.I.LOSS: I. Low pkrap ilriptb "*"_M) 20 L-4 QATE APPROVED
WATER METER SIZE: 112" IN 29 GPM 1.70 2. ALOornatic=*o4w.(20) 20 L-4 CITY of RANCHO CLICAMONGA
PRESSURE REGULATOR SIZE: 7 0 29 GPM 3.00 3 p�;9„�1 b water plants R;,r watering Haase.(10) 10 L-4 VALVE SIZING KEY
BACKFLOW: 7 Q 29 GPM 12.00
FLOW SENSOR: 11/4" @ 29 GPM 1.20 4. Soil moisitxe seneon.(10) 10 cAw' ^A PARKWAY
MASTER VALVE: 112" # 29 GPM 1.00 N1)S C 4 p ;A - BERNARDINO ROAD PARK YAY
GATE VALVE(S): 2 2" # 29 GPM 2.00 5. Rain serteors.(5) 5 L.4 E �
MAINLINE(CL.315 : 7 640 LF. @ 29 GPM 4.50 VALVE # i 10 •--GPM �� Yr"rn*4 9CI 1I11EST OF H AVENUE
AUTOMATIC VALVE SIZE: 112" (N! 29 GPM 2.90 6, WW tensors.(5) .a • s.
LATERAL UNE SIZE: 3/4" 110 LF. IS 6 GPM 3.32 .
1" 18 L.F. 12 GPM .60 7 $�„�,�b tope t�cbrt (5) 5 L� VALVE SIZE N' 1000---SOUARE FOOTAGE
Underground Service Alert 11'17 8 L.F. � 29 GPM .17 - 2 IRRIGATION PLAN
8. RecttOmed or recycled water.(5) -
Ve
IRRIGATION HEAD PRESSURE:
30.91 TobA Pokltt 10bbrled: �� APPROVED BY: - A T a
Call: TOLL FREE SYSTEM 62.91 PLAN CROSS REFERENCES r oP
FITTING LOSSES 10°i6 OF SUBTOTAL): 1.00 F 0 F CA�-A� / 24953
ELEVATION LOSSES/GAINS(ELEV.x .433)t: 0.00 ( '�"Pam��' �)
CITY ENGINEER R l�
FOR NOTES AND LEGENDS SEE THIS SHEET DESIGN ARCHITERRA DESIGN GROUP
II// - TOTAL SYSTEM LOSSES: '64.00 � DEA LANDSCAPE ARCHITECTURE
u�� 800 AVAILABLE PRESSURE(LOW): 75.00 FOR DETAILS EE H
(-)DEFICIT OR(+)RESIDUAL PRESSURE: S SHEET L-5
(1)11 00LN SITE PLANNING 100,
227-2600 FOR SPECIFICATIONS, SEE SHEET L-7 E DRAWN 10621 CHURCH STREET,SUITE 106
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 DEA RANCHO CUCAMONGA,CA 91730 SHEET L 4
(909)484-2600 FAX (909)484-2802
TWO WORKING DAYS BEFORE YOU DIG 'CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 80 PSL FOR CORRESPONDING PLANTING PLAN SEE SHEET L-6
CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY.
CHECKED DRAWING NO.
SCALE: 1• = 20' JAF DATE 03-12-01 RIA NO.2834 1-788 -L
ARCHITERRA 0065-5 SHEET OF
BRASS WYE STRAINER
STRONG BOXSBW-45-AL WITH MESH
ENCLOSURE MONELSCREEN
BACKFLOW PREVENTER
ASSEMBLY Z
FA
(�P C CAL FUSTIC VALVE BOX 3
r COVER ETCHED"IRRIGATION GATE'
IN
(CARSON OR EQUALy
1 STAND ALONE CONTROLLER WITH ANTENNA
--'WHITE NIPPLE cs Z
F- INISH GRADE ANT 1 ANTENNA PORT
BLUE _ _
1 8'THICK X 12•WIDEEl I
EPDXY FILLED WATERPROOF UNION_� CONCRETE PAD(LENGTH VARIES EPDXY FILLED LOCATED
OUTSIDE OF BOX. - 1I-
PER SIZE/MANUFACTURER) PERINSTA LLA CITY AION ND'LOCATION CALSENSE Ui jl COAXIAL CABLE I I
CONNECTOR OR EQUAL
lI-1I ._i ' 1.
PRESSURE REGULJITOR eo - SLOPE TO DRAIN AT MINI 2% LL VALVE-1 112'OR SMALLER WITHal. '' !I I-1 ( I-
REPRESENTATIVE , T,, �- - _
PIG TAIL EXPANSION SEE LEGEND FOR MODE �� STAINLESS STEEL HANDLE s{I ALSENSE CONTROLLER, z _I
IRRIGATION CONTROLLER ( ) FINISH GRADE _ s MODEL NO. PER PLANS
LOOP MIN. 24 LONG NO.AND BRAND. 12.1 CSLFEVE RESILIENT WEDGE GATE VALVE-EPDXY [3s I W I=1
PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL • • REQUIRED FOR COATED,2"OR URGER WITH 2.OPERATI ` '", '"1" i
EQUAL)WITH PLASTIC INTEGRATED PIPE THROUGH = j pU P, W! -1 I CLEAN BACKFILL - SEE
WIRE CONNECTORS r. • . Y SPECS. FOR MATERIAL.
LOCKING LID. PLACE AT GRADE IN '� T CONCRETE PAD VALVE
•• •• " Z r 120 VOLT DUPLEX CALSENSE HARNESS hI III 90% COMPACTION REQUIRED
TURF AREAS AND 3'ABOVE IN >< as _ - (QFI
)
PLANT BED. _ OUTLET
ROM WATER SOURC NIPPLE -TYPICALI-I NON-P4E5SURE LATERAL LINE
PIG TAIL EXPANSION 3• s•
Z --
(2) PLACES RESET---"" - I _ SCH. 40 SNAKE PIPE IN
LOOP (MIN. 24' LONG) " WHITE o 90%COMPACTION - SCH 40 PVC MALE 5� j �+!Ii I I- TRENCH
OMM N •� REQUIRED �• _ ADAPTOR I TRA SENSF�PROTECTIONBOARD
I PRESSURE SUPPLY LINE:
1 LU TO METER - T --- FLOW � -I±
I I= SCH. 40/CL. 315 SNAKE
i i• i i- PIPE IN TRENCH
MASTER CONTROL
RED LINE TO SYSTEMS j
LIL
BLACK VALVE CONCRETE THRUST BLOCK ELBOW ENCLOSURE MOUNT zi I IM - CONTROL WIRES - BUNDLE
NOTE: PER CCWD STANDARDS TYPICAL (4)PLACES I- ! I _
io I * ry
F
CONTRACTOR TOINSTALL ti NOTES: AND TAPE AT 15' O.C. AND- - _. - + I- i AiSTALL ADJACENT TO
DIAMETER SCOTCH LOK EPDXY FILLED 1. 06TALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL -- _ WS ALL A SUPPLY NE
FLOW METER SAME SIZE AS RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY _ �I
CONNECTORS FOR ALL FLOW CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR - - L
sENSOR WIRE CONNECTIONS. WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH ;j - a PRM TO CONSTRUCTION.
FLOW METER INSTALL SCOTCH Lacs
CCWD PRIOR TO CONSTRUCTION. 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PUN'S DESIGN
DIAMETER SAME SIZE SIZE IMMEDILING FLOW
S I PROVIDE 6 MIN. OF SAND
INSTAu-INc FLOW sEr>SaT. NOTES: 4'WASHED CRUSHED SEQUENCE OF REMOTE CONTROL VALVES. I-I 6" TYP. n
AS FLOW METER SIZE 1. INSTALL PER LOCAL CODES. AGGREGATE BASE 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH ! BEDDING AN $HADDING
MINIMUM DISTANCE DOWNSTREAM OF 2 EQUIPMENT TO BE INSTALLED ATAMINIMUMOF24•FROM ANY NOTES: BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE
STRUCTURES OR HARDSCAPING. 1. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. WIRE AT THE ENCLOSURE.
UNINTERRUPTED PIPE (5X DIAMETER 3. WHEN UNIT IS NEXT TO A STRUCTURE P.E.WALL,BUILDING.ETC.) 2. INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR.
OF FLOW METER SIZE) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE, 3. INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE
MINIMUM DISTANCE UPSTREAM OF 4. ORIENT UNIT PARALLEL TO STREET. 4. PLACE VALVE BOX ATRIGHT ANGLES TOSTRUCTURES ORHARDSCAPING, CONTROL VALVES, NOTE:
UNINTERRUPTED PIPE (10X DIAMETER S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 5. PLACE AGGREGATE PRIOR TOINSTALLATION OFVALVE BOX 6. ANT.1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO i. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION.
OF FLOW METER SIZE) 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNFCTIONS OF 6. ATTACH METAL VALVE IDE NTIFICATION TAG WITH APPROPRIATE CONTROLLER AND (DTR2)AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER
SYSTEM PRIOR TO ACCEPTANCE. 2. PRESSURE SUPPLY LINE: 2 1 Y AND SMALLER 18' MIN. DEPTH
7. VALVE PER STD.518 REQUIflEDC BEFORE BACKFLOW PREVENTEFI 3
DISiMIUR METALS. VALVE NUMBER. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. /
" AND LARGER 24' MIN DEPTH
WHEN MAINLINE IS 3'OR URGER
REDUCED PRESSURE CONTROLLER ASSEMBLY
r FLOW METER INSTALLATION BACKFLOW PREVENTER VALVE- 3" or smaller = INSTALLATION - TYPE A TYPICAL TRENCHING
SCALE: N.T.S. 516 .i SCALE: N.T.S. 517 z SCALE: N.T.S. 518 SCALE: N.T.S. 524
SCALE: N.T.S.
532
PLASTIC VALVE BOX i COVER: STRUCTURE OR
ETCHED 'QC'(CARSON OR EQUAL) HARDSCAPING
AT GRADE INN AREAS MIN. ISDO PCS SCREEN PERFOIRMANCE
3'ABOVE GRADEDE IN SHRUB MAX. STAN4AR"SMALL-RAQIU$SPRAY PATTERNS AND V REE��1WLEF*
DSCAPING(SEE NOTE 4) AND GROUNDCOVER AREAS
pAnnl l -010PCG CG n3 CS-04* -06 PCS-090 PCS-12 PCs-175PCq-26 CQ-37
FINISH GRADE (;PAA n 1 n'2 0.11n-1 TI F n 4 1 � 1,75 2 A 3.7
}} LOR PURPL BROWN SILVER ANGE BLACK WHITE GREE YEI LowLUE RED
. . ° ° ° . . 4 KXCH LAY91 NI-POP SHRUB HEAD BODY SET TO NAP-TITE'WATERPROOF 8F 1' 3' 5' 8'M
• •
TAM MIACHAWAY FROM HEAD 1;4*ABOVE FINISH GRADE CONNECTOR OR EQUAL FOR 8H - 2' 4' 1' 7' 84
MULCH NOW FLOW SENSOR CONNEC 8T 3' 5' S' 919
ti >` H % :fin: , _r �i r,■R;• TIONS. 80 2' 5' 7' 7'
33 DNP QUICK `'{'K'•t••~"'•{••~'t•;=• {'-�'' '�' FINISH GRADE }RE SERVICE LOOP LOOP
COUPLING VALVE /' Sim+>.ric�xK.c�rn�t',<<';c ,c x�n _ - -
ti 1OF a' 5' 8' 10'
WITH PURPLE - - ENOUGH WIRE V G END WIRE 10H _ 2, 6 2, 10, 114 11,AI
RUBBER CAP " I -- I BUNDLE 6' ABOVE GRADE) 10T - 2' 6' 7' 10'#
AN BACKFILL-SEE ` LICE BOX COVER WITH 100 2' 5' 8' r
z fiPECS. FOR MATERIAL. STAINLESS STEEL LOCKING TOP ETCHED 'S.B.' 12F - - 1d# 5' r 8' 124
90%COMPACTION REQUIRED SCREW CLAMP 12TO - 2' 3' 5' 7' 10' 10'
MINIMUM (3) PLACES 12T 4' 3' a' 9' 12'8 128
P OVIDE 6'MIN. OF SAND Z 314'WASHED " 12T - 2' 6' 4' 10 124
EDDING AND SHADDING CRUSHEDIN PLANTER AREAS
• 120 8' 10' 12'#
'^ AGGREGATE BASE . , 15F - - 5' r 11' IT#
.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'. .'.:'.'. ' .• .':.•. 15T0 - - - - 6' e' 8' 151#
:.............. • •'i • �► • ► i►°►• 1577 1' - 5' 6' a, 12' 1519
4 15H 4' 5' 8' 12 12'
••• NTROL WIRE SLEEVE- SCH 40 BRASS NIPPLE y 157 - 3' 4' 8' 12 15171 1154
- E PER PLAN. INSTALL ` 150 2' S' 6' 12' 15'#
JACENT TO PRESSURE -
SCH 40 BRASS NIPPLE - •'` 15SQ r - 12X12' 1014' 20X20' 23X2
N PPLY LINE 24'LONG X/8'GREEN PLASTIC METER 17SST - - - 0X18' 0X10' 16X16' 9X30'
BOX, CARSON OR EQUAL 15CST - 4X22' 4X29' 4X39' 9X24'
ESSURE SUPPLY LINE 15SST - 012' 4X24' 4X27' 4X3-' 4X40'
'EEVE - SIZE TWICE
DIAMETER OF PRESSURE 1 I 5F - 4X14' 4X18' 4X20
SUPPLY LINE. BCH 40 PVC .., 514-8 5 0" 6" 2' 2
MARLEX 90"STREET ELL 90'STREET ELL
TYP ,*s' SFS 5" 10" 3' 1'
N N-PRESSURE LATERAL SCH 80 PVC 900 SCH 40 BRASS 900 ELL LATERAL FITTING MARLEX 90°STREET ELL �,��; ',r�, �` SGGST- 7" 14" 3' S'
E SLEEVE - SIZE TWICE STREET ELL 18F-SU
6" 5' 1' 4' 6' 14' 164
NOIR: DIAMETER OF NON-PRESSURE NON-PRESSURE LATERAL LINE
ISH-SLA 6" 1' 7" 5' 10' 13' 10'
1. ALL SLEEVES TO BE SCH.40 PVC. LATERAL LINE PRESSURE SUPPLY SCH 40 BRASS 900 TYPICAL(2)PLACES 100-SLA 6" 2' 5' 3' 12' 161# IV#
2 EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. LINE FITTING STREET ELL ANTI-DRAIN VALVE AS REOUIRED 22F-SS - - - 8' 1' 4' 6' Ir 214
3. ROUTE SLEEVING AROUND HANDICAP RAMPS. NOTE 22H-S - 4" 1' 3" 5' 17 18' 17
PRESSURE SUPPLY LINE 44 REBAR STAKE LOCATE HEAD FROMWALK9 CURBS RARDSCAPIIG MOW9TRIPS " 0)'
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY 1.(24'LONG) AND EDGES OF LAWN
STD.N0.120(24•MIN TO 36'MAX DEPTH TO TOP OF PIPE BELOW 2 USE TEFLON TAPE ON ALL MALE THREADS #RECOMMENDED NOZZLEISCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI.
STRUCTURAL SECTION). 3 INSTALLFEATURE
HEADS WITH INTERNAL CHECK VALVE AND PRESSURFCOMPEN3AT111G 4 VOLT WIRES.TAPED AND NOTE; SCREENS WERE TESTED AT PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS.
FEATURE AS PER THE IRRIGATION FK) fMIPLAN -5p
NOTE: HEAocoNNEcnoNA�ecr roMINLFr ONLY BUNDLED AT 15 FT. INTERVALS
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES.
CU. FT. PEA GRAVEL
TYPICAL SLEEVING QUICK COUPLING VALVE HI - POP SHRUB SPRAY 24 VOLT SPLICE BOX PCS SCREEN CHART
r� �r
SCALE: N.T.S. 5 3 3 3 y SCALE: N.T.S. 5 3 6
SCALE: N.T.S. 539 SCALE: N.T.S. 540
;R SCALE: N.T.S.
N
Q SC
�I pt
KTumw 4
w .a Gam �y-5
A, -4
_? � 02
� "te
Date
lF 0 F CIN,
S-��o�'
DESCRIPTION OF REVISION DATE APPROVED
CITY of RANCHO CUCAMONGA
SAN BERNARDINO ROAD PARKWAY
WEST OF HELLMAN AVENUE
IRRIGATION DETAILS
APPROVED BY: - DAT E :
CITY ENGINEER / RCE-. 0 . 24953
DESIGN ARCHITECTURE
ARCANDScAPE ADEStdN OUP
DDED
SITE PLANNING
SCALE: 10621 CHURCH STREET,SUITE 106
SCALE: = h y- SCALE: SCALE: DRAWNRANCHO CUCAMONGA,CA 91730 S HE E1
DEA (W9)484-2800 FAX: (909)484-2802 L-5
CHECKED DRAWING NO.
JAF DATE 03-12-01 RLA N0.2834 17,68 - L
ARCHITERRA 0065-5 SHEET OF
SEE DETAIL E, SHEET L-3 SEE DETAIL D, SHEET L-3
FOR TYPICAL SECTION BB FOR TYPICAL SECTION AA
LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK
00
B LA00
— — — - — S-1 — — S-1 — — — — — — — — — — 3 — — S-2 — — — /
4 4 SAN BERNARDINO R D1000
S-2 S-2 S-3 S-1 S-2 S-1 S-1 S-2 S-1 00
Q I I 7 11 18 4 11 4 4 11 4 op
I
of
1 /
W I a e o t + + + t t + + + + t + + i +- 71— t + e e + + + + + + t + + + t t + t + t t e n e
Z '
00W00
UI
/
Q j B A \--%
z i
W /
0 t
II O >
1
Q
1
W LIMIT OF WORK LIMIT OF WORK Q
02
Z J
Q J
Ir W
O =
LIMIT OF WORK LIMIT OF WORK
..,,,......,.....................,.....,,..,,..,.,,,,...,,,,,...,,......,,.,.,,..,.,.,,,,,,,,..,,,,/,.,...,,,.,./.....,,.,.,,,.....,...,,..,.,,,.,,,..,......,,,, PLANTING NOTES: PLANT LEGEND
S-3 S-3 S-2
1
13 A N B N A R D I N O ROAD '4 I 1. CONTRACTOR SHALL NOTIFY THE CRY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT SYMBOL
2
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
T BQIAN NAME CAINMON NAME SIZE SPACING 0TY
S 1 S S 1 S 1 S-2 S 1 RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
m ; 4 11 4 4 11 4 I ; q SPECIFICATIONS TREES
Ina12.I QQ 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PR
W T-1 Lagersiroemia x Tuscarora' Pmk Crepe Myrtle 24"box 20' o.c. 38
I 1
W REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.
z �,
+ + + + + . . . + + + + + e + + + + + + + + + + + + + F" I 3. CONTRACTOR SHALL FAMILIARIZE HINSELFHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES.STRUCTURES,
1':> a ° e �a< e ��C s s -._ sr J ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,ANY SHRUBS
= I �- _ I I = DAMAGE OF SAID UNDERGROUND FACILITIES.
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS N CONJUNCTION WITH THE INSTALLATION OF THE S-1 He6cbtrichon sempervirer►s Blue Oat Grass 5 galon 30" O.C. 60
SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS
Q HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. S-2 Berberis Thunbergii Crimson Pygmy' Dwarf Japanese Bafierry 5 gallon 30" O.C. 120
cQ I T 1 O i c 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
c I 410 I I L INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE S-3 Rosmarinus offx;ianalis'Ken Taylor' Ken Taylor Rosemary 5 gallon W O.C. 92
O I OF THE CITY PRIOR TO EXCAVATION.
a. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- MULCH NOTE:
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS Shrub ntiN areas torecshe a P of wood MLkh�dre55i�Muk h Shall omOst of vocessed wood
ilii„ilii )z' ,i ii it P� �
LIMIT OF WORK �Wff�� OTHERWISE APPROVED BY THE CITY. material equalto or supplied by Intravaia Rock and Sand, Upland, A,(909) 2-6713(or equal). Submit sample of any
V 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL OUAN I I I IES FOR PLANT alternative material prior to purchase and/or placement for city inspector and Landscape Architect's approval.
Z MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
a. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REOUIRED,PURSUANT TO CITY STANDARDS
Ir AND DETAILS HEREON.
OS. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND
QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED
SOIL AMENDMENTS 6”INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT.
LIMIT OF WORK LIMIT OF WORK 1200 LBS GI YPSUM ABILIZED SAWDUST
//,//////// //,i,,,,,,,,,,,/////////,//////////////////////���//////////////////////////////////////////////��////////////////,,,,/,//,,,,,//////////////////♦ 125 LBS GRO-POWER PLUS
/ S-1 S-3 I S-1 11. LANDSCAPE AREAS SHALL RECEIVE 41 OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO
00' — — — — — — 14 — — — — — — 14 — — — 4 EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS
/ S R N A R D �210 R O I SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR
/ TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM:
/ S-2 S-1 S-3 S S-1 S-1 S-2 S-2 I S-3
11 4 4 11 4 4 t i 11 I 1 INTRAVAIA ROCK AND SAND,INC.
01. UPLAND, CA
/ I (909)982-6713
/00
/00.
00
1
/ I � 410
1
LIMIT OF WORK
XERISCAPE ASSESSMENT SYSTEM SUMMARY SYMBOL LEGEND
San Bernardino Road Parkway TREES SHRUBS
West of Hellman Avenue
POINTS � NCE CALL-OUT
i. LANDSCAPE(Point Value) CINMEet SYMBOL CALL-OUT DESCRIPTION O F REVISION
SYMBOL DATE APPROVED
1. Water conserving plants.(20) 20 L-5 SIZE
2. Turf limited to 25%(451%residential).(20) 20 L-5 (gal./box) QUANTITY QUANTITY CITY of RANCHO CUCAMONGA
3. Plants grouped by waterfng need.(10) 10 L-5
4. HardscMv(non-irrigated)surfaces.(10) 10 L-5 p 0 S C A pF SAN BERNARDINO ROAD PARKWAY
5. Permeable paving.(5) - - le'rurnop, 4 0 WEST OF HELLMAN AVENUE
6. Low-water turf varieties.(5) 5 L-5 �, 'Pto
U n
7. Mulch provided in non-ground cover areas.(5) 5 L-5 -4
at PLAN_nNG PLAN
Underground Service Alert 8. Soil amerdments (5) 5 L-5
APPROVED BY: DAT E
r �
- Totsl Points Chrimed: 75 O
Cali: TOLL FREE PLAN CROSS REFERENCES F OF Clk CITY ENGINEER RCE N0 . 24953
(Minimum Points Required: 60) DESIGN ARCHITERRA DES/ (N GROUP ICED
FOR NOTES AND LEGENDS, SEE THIS SHEET GPD LANDSCAPE ARCHITECTURE
1 -800 SITE PLANNING
FOR DETAILS, SEE SHEET L-3
Mir FOR SPECIFICATIONS, SEE SHEET L-8 DRAWN 10621 CHURCH STREET,SUITE 106 SHELT
RANCHO CUCAMONGA,CA 91730
- FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L 2 - DEA 909 484-2800 FAX: (909)484-2802 L 6
227 2600 c >
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4
TWO WORKING DAYS BEFORE YOU DIG CHECKED DRAWING NO.
SCALE: 1" = 20' JAF DATE 03-12-01 RLA NO.2834 138- 1L
ARCHITERRA 0065-5 SHEET OF
W " r77 I 1 ''1i- .
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 1 1" 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. Carson Industries # pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indi-ated on the
PART-1 - GENERAL 3. The chi..-t shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B 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 he
1.01 DESCRIPTION E. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10" x 10-1/4" round box for a:: 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 he 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: Protide all labor,materials,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 S. The chart shall he a black 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 same size,type,and deliver the
color shall be used to indicate the area of coverage for each station. same 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 stem shall be under full automatic tion for a
orders, standards,and regulations, and meet the minimum requirements t g 2. Non-pressure lateral line tin installed under paved areas shall be P P susceptible to traffic loads. � � �
the Standard Specifications For Public Works Construction (Green Book) latest P piping Pa pressure,and discharge as shown on the Drawings and/or specified Pti 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 QI'ALiTY 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 lines (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.
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
8. Manufacturer's Directions: Manufacturer's 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 nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall he removed from the site,all walks and paving shall be bloomed or washed
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall he riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall he 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 same 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. S. All sprinkler heads of the same type shall he the same 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 local,municipal and state laws, and rules D. Brass Pipe and Fittings O. 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 hardscape or paved areas for mainline, lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions snail be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification #WW-P-35 L 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
manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the Cit of Rancho Cucamonga.
these Specifications shall not be construed to conflict with any of the above l' Y
rules, regulations,or requirements of the same. 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 the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the
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 all accessories,charts, record drawings, and equipment as
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.
required b � the above rules and regulations, the ovisions of these P F� 1;
req } pr
Specifications and Drawings shall take precedence.. major equipment. S. 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 has 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 he Furnished: F. GateValves- properly phased.
1. All lines shall have a minimum clearance of six(6) inches from each 2. Pressure supply line installation- 24 hours
Drawings are generally diagrammatic and indicative of the work to be
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 (1 2) 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 line and sprinkler installation - 24 hours
features. a. Two(2) sets of special tools required for removing, a. Ball valves shall be a 125 lb 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
supplied on this project. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q Miscellaneous Irrigation Equipment:
2. All work called-for on the Drawings by notes or details such be ga � � Pment:
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. i. 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
coupling valve installed. a. 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
shown on the Drawings when it is obvious in the field that � � P specs
equipped with a 2" operating nut. approved equal.
obstructions, grade differences, or discrepancies in area dimensions �l
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. a. 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 - EX CIMON
evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall he B. When observations have been conducted other than the City of Rancho
City of Rancho Cucamonga. In the event this notification is not Pte' Cucamonga, show evidence in writing of when and b whom these
City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS provided b the Contractor. Sa. g >
performed,the Contractor shall assume full responsibility for any } observations were made.
revision necessary. T G. Qyick Coupling Valves:
.04 PRODUCT DELIVERY,
STORAGE AND HANDLING 1
A. All scaled dimensions am approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes ordinances and union
1.03 SUBMiTTAIS i. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receiiva pproval 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 2. Quick coupling valve shall he operable with a quick coupler key. Key L 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 load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together, allow
at any point. Any section of pipe 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 pe g g g g y { } ' !
discarded, annstalled, shall be replaced piping. flPrevention Units:acewnew IL Backflow reventon nts: locations. remote control valve in a se
substitution will be allowed without prior written approval b ��a] theseparate valve box.PP } d if ihll
City of Rancho Cucamonga. PART 1 GEN At.
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 L Flushing of System:
an irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting 2. Complete material list shall be submitted poor to performing y tY P g 1.0 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 lines and risers are in place and I
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do
connected,all necessary diversion work has been completed,and For concrete information refer to the Standard Specifications for P4btic Works
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all des to satisfy himself that he may prior to installation of sprinkler heads, the control valves shall be
> g Y grades Y Y p P � Construction(Green Book: Edition per the City of Rancho Cucamont a). Refer to
is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. Sections 4, 201, 303,and 400,as well as any other sections related tc the installation,
#100B 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.
3.02 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system Standard Specifications for Public Works Construction is available from.
Use a separate sheet of paper for each item to he submitted. 3. All pressure main line piping between the point of connection and has been accomplished to the complete satisfaction of the city of
1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. A. Physical layout- Rancho Cucamonga. BI Building News
2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to 3055 Overland Avenue
2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads Los Angeles.CA 90034
construction. Submit shop drawing for approval. supply
Prior to installation,the Contractor shall size stake out all pressure 8
310)
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines,routing and location of sprinkler heads.
1. Install the sprinkler heads as designated on the Drawings. Sprinkler 202-
202-7775
approved. L 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 1.0 Scope
4 Etc. Etc. Etc. .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 to installation. 2
or rejecting an submittal item as an approved equal to the equipment and construction with replaceable com ition,neoprene,or rubber disc Furnish and install all concrete work complete as indicated on the drawings or as
Irrigation submitral must be specific and complete. All items must by 8 Y PPr'°`' �l e9 pT� P 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, primer, wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51 D,Class A, B. Water Supply: gs spacing P� g.
Drawings. In no case shall the s cin exceed the maximum
boxes,etc. No copies of manufacturer's literature(catalog cuts)are Type N' 1. The irrigation system shall be connected to water supply point(s)of recommended by the manufacturer. A- Furnish and set all reinforcing steel,bolts,and anchors.
required as submittal information. 1.06 GUARANTEE
2. Anti-drain valves shall be of h du virgin PVC construction with connection as indicated on the Drawings
�s'Y t}' 3.04 TEMPORARY REPAIRS B. Install all items required by other trades which are to be cast 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. Internal parts shall be stainless steel
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 location(s) shown on
of the City of Rancho Cucamonga may be rejected and the Contractor � �' P I g the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where
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 sprinkler system equipment in operating condition. The exercise of this right the
Y � caused by actual site conditions. � > � p � g �' applicable.
expense. irrigation system. the Valcon "ADV"or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the
4. Approval of any item,alternative or substitute indicates only that the L A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Supply: guarantee as herein specified. 1.0 Protection
product or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TREES 3 All finished concrete work shall be barricaded to pedestrian traffic for three(3)days i
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic I. Electrical connections for any and all automatic controllers shall be
Drawings
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 point(s) of connection as indicated on the Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,
shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all lace and remove all of his own barricades. Contractor shall be responsible for an
Drawin s P p° Y
Bible care to avoid injury to trees and tree roots. Excavation in areas where two
control wire conduit within structure shall be made with AWG-TW P� 1 n damage to new construction and replacement or repair of the work shall be made
5. Manufacturer's warranties shall not relieve the Contractor of his (2) inch and larger roots occur shall be done by hand. All roots two(2) inches and without added cost to the Ci
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 h'•
automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or conduit,shall a tunneled
supplement the guarantee. under and shall be heavily wrapped with burlap to prevent scarring or excessive 1.0 Clean-up
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. P
B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall drying. Where a ditching machine h run close to trees having roots smaller than ts+ro 4
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.03 INSTALLATION (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand Upon completion of all concrete work and before final acceptance,the Contractor shall
trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall remove all tools,surplus materials,apparatus,debris, etc. from the site and the site
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 be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
set of blueline ozalid 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 same trench and shall be installed along the A. Trenching. shall be left in a clean,neat condition acceptable to the Cit}.
every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. closed within twenty-four h all be kept shaded with burlapor canvas
shours;and where this is not possible, the side of the
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 . SND SC A pF
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 ,.Krumw �9
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. 3.06 FIELD QUALITY CONTROL `6 has
This set of drawings shall be kept on the site and shall be used only P
3s a record set. replacements within a reasonable time after receipt of written notice from the City,we `"
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 A. Adjustment of the System: v
m
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon dei and. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. = A -i
g 1. The Contractor shall flush and adjust all sprinkler heads for f
drawing progress sheets daily as the work proceeds, showing the splice connection at each electric control valve,so that in case of _
work as actually installed. For example, should a piece of equipment PROJECT: SAN BERNARDINO ROAD PARKWAY repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all optimum performance and to prevent osible. ay onto walks, * � v L
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. --p
be installed in a location that does not match the plan,the Contractor \l D to
LOCATION: WEST OF HELLMAN AVENUE in trench without stress or stretching wire conductors. '4
must indicate that equipment has been relocated in a graphic 2. If it is determined that adjustments in the irrigation equipment will T P
manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen (I 8) inches cover for all pressure provide proper and more adequate coverage, the Contractor shall F Q F C lk
irrigation legend. The relocated equipment and dimensions will SIGNED S. All splices shall Sn made with Scotch-Lok#357a Connector Sealing supply lines of two and one half(2 1/2") inches or smaller make such adjustments prior to planting. Adjustments may also
then be transferred to the original record drawing plan at the proper Packs, a splice withSnaeach
wire connectors.,or approved equal. Make include changes in nozzle sizes and degrees of arc as required.
time. ADDRFSSI�: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(I 2) inches for all non-pressure
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
all information from the"record drawing" prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(I 8) inches for all control 3. Lowering raised sprinkler heads s the Contractor shall be
similar mylar material. Arrangements shall be made through the city
PART 2 - PRODUCTS Rancho Cucamonga. wiring. accomplished within ten (10} days after notification by the City.
for obtaining said sepia mylar or similar mylar material. All work 7. Refer to Ci Standard 120"Trench Repair"when within City streets 4. All sprinkler heads shall be set perpendicular to finished grades
2.01 MATERIALS K. Automatic Controller. D' unless otherwise designated on the Drawings.
shall be in waterproof India ink and applied to the mylar by a � �•
technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads.
shall be similar to those manufactured by Rapidograph, Kueffel & A. General: Use only new materials of brands and types noted on drawings, i. Automatic controllers) shall be of size and type shown on the S. Rain Bird EFB-CP-PRS valves will be set per manufacturers
specified herein,or .ed equals. Drawings. B. Backfilling: DESCRIPTION O F REVISION
Esser, or Faber Castell. The dimensions shall be made as to be easily P� PPro' eq g-• specification so that each lateral operates at design pressure.
readable even on the final controller chart (see Section Q. The 1. The trenches shall not be backfilled until all required tests are DATE APPROVED
original mylar"record drawing" plan shall be submitted to the City of L PVC Pressure Main Line Pipe and Fittings 2. Final location of automatic controller(s) shall be approved by the City B. Testing of Irrigation System:
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed Trenches shall be carefully backfilled with the excavated CITY o f RANCHO CUCAMONGA
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 I. The Contractor shall request the presence of the City of Rancho
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
Pa+' 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
TM resins specification D1784. All areas. Backfill will conform to adjacent grades without dips, sunken
PVC compound conforming to AS care inch and prove watertight.
Po g P� sq P g
intersections, etc., the location of the following items. areas, hum or other surface irregularities. SAN V BERNARDINO ROAD PARKWAY
pope must meet requirements as set forth in Federal Specification PS - L Electric Control Vales Ps g
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). i. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves. MST OF HELLMAN AVENUE
c. Gate valves.
the Drawings. No foreign matter larger than one-half(1/2) inch in size will be
d. Routing of sprinkler pressure lines(dimension max 100' 3. Pressure main line 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
3. Floodingof trenches will be permitted only with approval of the Ci
e. Sprinkler control valves. Y PPro� City to paving. IRRIGATION & CONSTRUCTION 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 control of Rancho Cucamonga
g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. if settlement occurs and subsequent adjustments in pipe,valves, 4. Sustain pressure in lines for not less than six(6) hours. If leaks
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS - t
21-70. M. Control Valve Boxes: sprinkler heads, lawn, planting, or other construction are necessary, waterti ht.develop,replace joints and repeat test until entire system is proven APPROVED BY : � D A� E : l.E, �/
i. Other related equipment as directed by the City of Rancho the Contractor shall make all required adjustments without cost to the g
Cucamonga pity. CITY ENGINEER RCE N o , 24953
5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved I. Use 10"x 10-3/4" round box for all gate valves. Carson Industries 5. All hydrostatic tests shall be made 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. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga No pipe shall ARCHITERRA DE N GROUP
sleeve shall be PVC with minimum size of six(6) inches. C. Trenching and Backfill Under Paving. DESIGN ENDED
shall deliver the corrected and completed sepias to the City of be backfilled until it has been observed, tested,and approved in LANDSCAPE ARCHITECTURE
Rancho Cucamonga. Deliver of the sepias will not relieve the 6. Solvent cement and primer for PVC so ds prescribed
pipe abd fittings g. DEA SITE PLANNING
Y P� " 1. Trenches located under areas where paving,asphaltic concrete,or writing.
Contractor of the responsibility of furnishing required 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.
Y g manufacturer. Carson Industries# 1419-12B with n bolt down cover or ed concrete will be installed, shall be backfilled with sand (a layer four 10621 CHURCH STREE,SURE 106
that may be omitted from the prints. gree approved 6. Furnish necessary force pump and all other test equipment. DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
} psi (4) inches below the pipe and six (6) inches above the pipe) and L-7
(909)484-2800 FAX: (909)484-2802
DEA
C. Controller Charts: 7. All PVC pipe must bear the following markings: equal. compacted in layers to 95%compaction using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed,perform a coverage test in
3. Use 6"diameter x 8-3/4" deep round plastic valve box for all quick the presence of the City of Rancho Cucamonga to determine if the
a. Manufacturer's name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate. Furnish CHECKED DRA ING NO.
i. As-builts drawings shall be approved by the City of Rancho b• Nominal t size cover or approved equal. left in a Firm unyielding condition. All trenches shall be left flush all materials and dorm all work required to correct any
Cucamonga before controller charts are prepared. P JAFpA� 03-12-01 RLA NO.2834 1 7 8 --L-
c. Schedule or class
ARCHITERRA 0065-5 SHEET OF
i
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PLANTING SPF.CMCATIONS
PART-1--SENERAL PART 2 - FXBCUTION C. Trees and shrubs shall be grooving at a recognized nursery in accordance with 6.04 Responsibility and Coordination:
good horticulture practices and shall be of the size and caliper normally
1.01 Scope of Work: 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers
Keep all plant material delivered to site in a healthy condition for planting. Plants labels, nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public.
Contractor shall provide all materials, labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, in approval of the Landscape Architect or City.
necessary for completing all work, as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed
implied,or as delineated in the Specifications as follows, shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for
until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application.
1.02 Standards: accepted and will be replaced at Contractor's expense.
2.02 Installation: 6.05 Non-Selective Herbicides:
All. work and materials shall comply with governing codes,safety orders,standards, E Sizes of Plants -Shall be as stated on the Plan. Container stock (1-gallon, 5 -
and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as
For Public Works Construction (Green Book) latest edition. and approved by the landscape Architect and City prior to planting. year, but not over two(2) years. recommended by the Pest Control Advisor)
1.03 Quality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions-Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides:
shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and
A. All Contractors performing Site Development work,must be licensed in are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mixtures (as recommended by
accordance with the laws of the State of California. Native,On-Site Soil with rock no greater than 3" in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor)
Gro Power Plus 1 5-3 1 S lbs/c
Y specifications.
B. Contractor shall provide the landscape Architect and the City with a list of Iron Sulfate 2 lbs/cy 6.07 Weed Eradication:
Sutx ontractors and Material Suppliers expected to be employed during the G. Plants NotNot Atroroved - Plants not approved are to be removed from site -
course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) immediately and replaced with suitable plants. The City reserves the right to If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in
reject entire lots of plants represented by defected samples. the plantingareas will require re control prior to removal, spray these areas
per Pest
C. Contractor shall obtain and k in force Public Dabili and Pro After backfilling,construct a 3"earthen berm to form watering basin around each v'
Aft Control Advisor's recommendations.
keep ty Property g, g
Damage Insurance,during entire course of the Construction Contract. The plant, to allow thorough water-in and establishment. H. Stake all trees, as per details immediately after planting to prevent wind
amount of insurance shall be determined by City. damage A. Prior to the installation of the irrigation system remove and clear all weeds
Prior to installation of turf and ground cover, remove water basins from around trees and deleterious materials from planting areas.
D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. L Plant trees that are to be located in lawn or ground comer areas after finish
Landscape Architect and City to give starting and completion dates. grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shalla Architect and Cit with the name
also supply the Landscape Ar •
O ARATIOld_AND FiNLSH_S■RADIN� 1" - 2 below the Physically PP Y 1� Y PART� � II--PREP installation of said lawns or ground cover to provide for thorough watering a surface of the soil. Ph_sically remove all weeds from the site.
and telephone number of the person in charge of the work. of trees. All planting holes shall be excavated as defined on appropriate
1.04 Responsibilities and Coordination: .
3.01 Scope of Work- details. PART 7 - LANDSCAP MAINTENANCE
A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work:
A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn
required by governing authorities for the work to be performed. areas as shown on plans, as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report Provide all materials, labor and equipment necessary for,or incidental to,performing
specifications. all maintenance requirements as reasonably implied or as delineated in the
B Existing Conditions: The Contractor shall verify all conditions and 4.04 Trees Stakes: specifications including,but not limited to the following:
dimensions shown on the plans at the site prior to commencement of any B. Furnishing, placement and grading,of topsoil for backfilling of planters if
work under this contract. The Contractor shall verify the location and depth required. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas.
of all underground utilities prior to start of work. further information. Keep planted areas free of weeds and debris.
C. Cleaningand finish gradingof lancers areas and plantingareas.
Prune trees and shrubs.
C. Temporary Utilities: The Contractor shall apply for and all cost incurred
Po r7' PP,Y pay _ Fertilized all plants and planted areas.
PART._-GROIINi?_COYER ANI2 BEDDINCLPIANT�
for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: Irrigation.
by him for the construction Temporary services shall be
g
y ru n of the project. T mpo Insecticidespraying.
coordinated with the Cit and other contractors on the job site. A. Existing on-site soils listed as'ac able'under Grading'specification.
5.01 Scope of Work.
Y g � g I�
Provide all materials and equipment and perform all work n for and
7.02 Fertilizers:
�1 1� 1� �az'3'
D. Survey, Reference Points and Elevations: The Contractor is Bible for B. Topsoil imported to site for use as fill backfill in planters and mounding, .
�' required
opso Pmt g' incidental to installing all ground cover and bedding plants,as shown on plans, as
establishing all surveys, reference points and elevations required by him,and shall be sandy textured. Silt plus clay content of this soil shall be no greater A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8
shown on plans forproper execution of site construction. than 15%by weight. The boron content of this soil shall be no ter than 1 reasonably implied, or delineated in the specifications.
gig Gro-Power Controlled Release Nitrogen,as designated herein,or approved
part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro
E Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants:
� Power (909) 393- 744.
( ) 3
detours required b •him for the construction of the project. All temporary In order to ensure conformance samples of the imported soil shall be
req Pr 1 1'0 P l�
y
Perennials and Annuals: Provide healthy container n ants from a recognized
gi-a+ plants
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project °� B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and
City or governing authorities. LandscapeArchitect for analysis or to use. Result of testing to be delivered
nursery,and of the species and variety shown on plans.
y Pn 24%sulfur and shall be registered as an agricultural miner,with the State
to City fora approval. Soil test to include analysis and recommendations.
1.05 Defective and Unauthorized Work:
� Y 5.03 Ground Cover: Department of Agriculture in compliance with Article 2 - "Fertilizer Materials,"
All work which is determined inspection to be defective In Its construction or 3.03 Soil Amendments: Section 1030 of the Agricultural Code.
Ground Crn�er. Provide ground cover of the species shown on plans. Ground cover
�' sl�ti 7.03 General:
deficient in any of the requirements of the plans and specifications,shall he remedied All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers.
or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and antro .
accep:able to the Landscape Architect and City. 5.04 Mulch: g
3.04 Soil Preparation:
Mulch: Shall be of compacted wood chip fiber.
Maintain all ants and planted 106 Inspections: areas on a continuous basis as theyare installed
plants P
All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance
ti
di
05 Coordination:The Garntractor shall arrange for inspections by notifying the Landscape Architect,City approval and, fine grading completed,prior to rototilling and prior to soil 5. of total project. Replace any dead or dying plants as directed by the landscape
and gmerning authorities, 24 hours prior to time of inspection, unless otherwise amendment work. Architect and City representative.
noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for
antro If planting is delayed, keep planting. p g ' y p plant roots moist and place in a
the inspection pertaining to the project scope of work will apply: After rough grades have been established, prepare all lawn and planting areas by A. Irrigation: Operate irrigation system on an established program to maintain
tilling or cross ripping to a depth of 12". All rock and debris more than 2" in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off
Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from
Drain Innes and Catch Basins. which all rock and debris more than 1" in diameter shall be removed. maintenance and equipment and/or maintenance personnel, shall be
Irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of
" S
installed prior to bedding plants and and cover planting.Soil Preparation and Finish Grading. Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". P g P 1� P g the irrigation system shall be brought to the attention of the City. No repair
Plant Material (delivery & placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written
Substantial Completion Inspection (at completion of landscape improvements) to 6" the following for each 1,000 square feet of planting area: 5.06 Installation: permission from the City.
- 7 Days.
Final inspection (after maintenance period) - 7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans & Weed Control: Keep all planted areas free of weeds and debris by cultivating
200 lbs. of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days.
The ccntractor shall arrange a Preconstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize
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 for root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an
bidding purpose, because soil conditions may change drastically from the time these removing plants from container. approved herbicide program.
1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place.
de planter areas after planting, to restore smooth finish grade and to insure
Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every RegraC. Pest Control: Spray all plants and planted areas at beginning of maintenance
A. Plant Materials- All trees, shrubs, ground cover,bedding plants and lawn 25,000 square feet of planted area These soil tests shall be conducted by an proper surface drainage. A 4" layer of mulch material shall be spread over the entire program and as may become necessary thereafter by an approved method of
shall be teed from date of final acceptance of landscape construction approved A nomic soils testing laboratory approved b the project Landscape planter area after grade is established. Watering shall begin immediately after t control, to keep all plants and planted areas free of insects and disease.
guaranteed ept pe8i'° g rY PP Y P 1 Pe mulching. (Gradin shall accommodate the mulch) P� P P
for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction g Method shall be reviewed by the City prior to any applications. Pest Control
job conference. shall include Gopher control. p SC A p
Trees 24" box&larger 1 year 5.07 Protection: N F
Trees 15 gal.&smaller 1 year 3.05 Finish Gradin . D. Pruning: Prune all plants as designated and directed by Landscape Architect ni% '
Grading- KrwP
Erect temporary fencing or barriers to protect planted areas from damage prior to 0
Shrubs All sizes 120 days at start of maintenance program and continue to prune plants as directed or a s y�
Ground Cover 120 days After rototillingons are complete, de areas to establish finish des for final acceptance. as may become necessary until the end of the maintenance r or ?� t"
ti P t� >� ry program. W
Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after 3 to 0
Lawn (sod) 120 days settlement at the end of the project maintenance period. PART 6_= WEED-ABATEMENT Remove trash weekly. Edge
Lawn (seed) 120 days from first mowing Prof y g ground saver to keep in bounds and trim top
growth as necessary to achieve and overall even appearance. Exterminate
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles; repair damage.
Guarantees begin after the project acceptance by City and at the end of the grade change.
180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 1-ACCEPTANCE OF PRO JECT A4 Date
all materials which have died within the time span stated above, at no cost 3.06 Coordination: on plans, as reasonably implied, and as delineated in the specifications. TF COQ
CALF
and within 5 days from receiving written notice from the Landscape Architect 8.01 General: F
or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Quality Assurance:
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for
Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The
California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written
B. Construction Materials: The contractor shall guarantee all workmanship and PART 4 FREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector.
materials for all site development, for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and
acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,and Local establishment.
Regulations.
1.08 Material and labor Releases: Provide all material,equipment,and labor necessary to install all trees and shrubs as A. Two inspections shall be made that affect the establishment period: The first
shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the
Upon completion of the work,the Contractor shall present to the City,signed copies of beginning of the establishment period,and the second at the end of the
all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 DESCRIPTION 0 F REVISION DATE APPROVED
Prior to the installation of any weed control materials,the Landscape Contractor shall day period, due to defective maintenance, then continue establishment until
1.09 Disposal and Clean-up: A. Nomenclature- Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved. C I T Y o f RANCHO C
Plant Names" established by the American Joint Committee on Horticulture. submit to the landscape Architect/City a list of the weed control materials and
Remove all waste materials (including excavated material classified as unacceptable s quantities per acre intended for use in controlling the weed types prevalent and B t termination
ce t ames covered therein he established custom of the nurse is A of establishment period all ant mat
( accept Ex for n c tmaterial shall be live
g i'Y
PP� plant ,
soil material),trash and debris generated or encountered during the course of followed. expected is the site,as supplied ra the Pest Control Advisor. Pest Control Advisor healthy, undamaged,and free of infestation. Inferior plantings shall be
landscapeconstruction,and legallydin shall furnish the landscape Contractor and Landscape Architect and City data to
pose of it. hiring the course of the work, demonstrate the compatibility of the weed control materials and methods with the replaced and brought to a satisfactory condition before final acceptance of
remove surplus materials from the site and leave premises in a neat and clean B. Cbndition-Plants shall be symmetrical,typical for variety and species,sound, intended planting and seed varieties resent work will be made. All areas shall be neatly raked and free of weeds.
P g P /�
condition. Clean up and remove all remaining debris and surplus materials upon healthy, vigorous,free from plant disease, insect pests, or their eggs,and shall SAN
N BERNARDINO ROAD PARKWAY
completion of work, leaving the premises neat and clean. The site shall be cleaned have healthy, normal root systems,well-filling their container, buy not to the
upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no V\ EST OF HELLMAN AVENUE
case shall trees be topped.
PLANTING SPECIFICATIONS
APPROVED BY: DAT E : A,�
CITY ENGINEER RCE N0 . 24953
DESIGN ARCHITERRA DESIGN GROUP LADED
DEA LANDSCAPE ARCHITECTURE
PLANNING
SITE U1 G
10621 CHURCH STREET,SUITE 106
DRAWN RANCHO CUCAMONGA•CA 91730 SHEET
DEA ")484-2800 FAX: (909)484-2802 L-8
CHECKED DRAWING NO.
JAF 1 -
03- 2 1 I L.
DATE -� RLA N0.2834 788
ARCHITERRA 0065-5 SHEET OF