HomeMy WebLinkAbout1695-L DEVELOPER/OWNER
LAN D-- SCAPE. ARCHITE,- CTURAL PLANS
WOODSIDE HOMES
TRACT # 15915 LOT 11 LM D OF CALIFORNIA, INC.
23121 ANTONIO PARKWAY, SUITE 120
BELMONT EQUESTRIAN ESTATES RANCHO SANTA MARGARITA, CA. 92688
VICTORIA STREET west of ETIWANDA AVENUE
LANDSCAPE MAINTENANCE DISTRICT NO.
VICINITY MAP GENERAL NOTES SHEETINDEX
GENERAL NOTES: L-1 COVER SHEET
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING
AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION CRITERIA: L-2 CONSTRUCTION PLAN
OF THE LANDSCAPE ARCHITECT AND THE CITY.
BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB L-3 CONSTRUCTION & PLANTING DETAILS
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY AREAS-8"WIDE X 6*DEEP CONCRETE HEADERS
HIGHLAND (STATE HIGHWAY 30) AVENUE ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE-
NANCE-8'WIDE X 6N DEEP CONCRETE HEADERS L-4 IRRIGATION PLAN
W 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTE-
z STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR NANCE-6N WIDE X 6N DEEP CONCRETE HEADERS L-5 IRRIGATION DETAILS
PROJECT SITE EWAMA PUBLIC WORKS CONSTRUCTION. BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-
INTERMEDIATE L-6 PLANTING PLAN
CHOOL 4. THIS WORK SHALL BE INSTAI I ED BY A LICENSED CONTRACTOR 6"WIDE X 6"DEEP CONCRETE HEADERS CONSTRUCTION & IRRIGATION SPECIFICATIONS
S
WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL L-7
FvTCTORtA sl KLL I LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE
I . .. LAW. MADE IN THE FIELD, AD ADJUSTED AS NECESSARY TO MEET FIELD L-8 PLANTING SPECIFICATIONS
VICTORIA PARK LN. CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR
Li
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION.
�K LN.
SPT GO RR
...... .... 44+ WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE L-9 ELECTRICAL PLANS
SPT CO RR ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
CONSTRUCTION. FOLLOWING CRITERIA: L-1 0 ELECTRICAL PLANS
BASELINE _ ROAD 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. ELECTRICAL PLANS
ROM REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC
TERRA VISTA BASF-LINE RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
W AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
PARKWAY D
REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE
7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED CITY INSPECTOR.
WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND
STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ACCEPTANCE BY THE ENGINEERING DIVISION.
CHURCH ST. ENGINEER. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT
0 tlu N PLANS ONLY.
TO IINTERSTATE 10--1 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE
FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE.
A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (818)969-7911
N.T.S. 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD JAMES FREI
SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE
INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN B. GENERAL TELEPHONE (800)483-3000
ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL
COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER C. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200
VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR,
OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF D. CUCAMONGA COUNTY WATER DISTRICT (909)967-2591
THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, 9641 SAN BERNARDINO ROAD
MAINTENANCE RESPONSIBILITY MAP WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS RANCHO CUCAMONGA, CA 91730 CONSULTANTS
WHICH SETTLE BELOW GRADE, FERTILIZING, AND APPLYING SUCH
SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. E. METROPOLITAN WATER DISTRICT (909) 593-7474
MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT,
CLEANING, AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION F. COMCAST (909)983-9895
SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, DUPONT ST. L A N D S C A P E CIVIL ENGINEER :
REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE (PORTION OF RED HILL) ARCHITECTURE
CITY. ONTARIO, CA 91762 DERBISH, GUERRA & ASSOC.
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED G. MARKS CABLEVISION (8W)5665-2757 SITE PLANNING 8331 UTICA AVE., S-150
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FOOTHILL BLVD. #120 RANCHO CUCAMONGA, CA . 91730
RECOMMENDATION. RANCHO CUCAMONGA, CA 917,30 10630 Town Center Dr. (909) 987-4306
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 Suite 128 CONTACT: DAN GUERRA
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 7951 REDWOOD AVE. Rancho Cucamonga
MAINTENANCE AREA 760-4W-O525. FONTANA, CA 92336 CA 91730 SITE ELECTRICAL ENGINEER :
Fax (909)-484-2802 LISS ENGINEERING
ilc 2662-A WALNT AVENUE
--- - -------
�OT "S" �='7'7 1�' Richard Krumwiede TUSTIN, CA. 92780-7083
. . . . . . . . . . 71,
. . . . .. VICTORIA STREET It CA Lic. #2834 AZ Lic. # 29115 (714)730-0222
100111mons"pw mop vwwww mr-willp IMMOR wmvwwwm op pp"W pwrwpwm wwwwwwIlmmm
W Lic. # 446 CONTACT : SHELDON LISS
BELMONT EQUESTRIAN ESTATES
LANDSCAPE QUANTITIES C OV
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TOTAL ACRES IN R.O.W.: .35 ACRES
TOTAL SO. FT. MAINTAINED AREAS : 15,350 S.F. DESCRIPTION OF REVISION DATE APPROVED
TOTAL TREES : 4 CITY of RANCHO CUCAMONGA
TOTAL 15 GAL. CERCIS OCCIDENTALIS 11 �rl
TOTAL 15 GAL. rnELALF-OCALINAR11-FOLIA 7 0 0 TRACT 15915 - LOT "B" LMD
TOTALSHRUBS : 556 AT
TOTAL 5 GAL SHRUBS 443 10-1 VICTORIA STREET
TOTAL 1 GAL SHRUBS 113 U >
C0 VER SHEET
TOTAL VINES : ( 5GAL') 37
APPROVED BY: D A T E :,-�)
TOTAL SHRUB AREA SOFT. 7021 sos6pe
N.T.S. it Rl"&6WOz�11Z4eRCE No . 24953
ic C, CITY ENGINEE ARCHITERRA DESfGN GROUP
TOTAL SIDEWALK SO. FT. 5464 DESIGN FE NDED
LH LANDSCAPE ARCHITECTURE
TOTAL ROCK COBBLE SO. F7. 2460 SITE PLANNING
TOTAL EQUESTRIAN TRAIL SO. FT. 405 *7 DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET
LH RANCHO CUCAMONGA, CA 91730
0 (909)484-2800 FAX: (909)484-2802
1/2 SIDEWALK + ROCK COBBLE 37% A L,ate
OF C CHECKED DR�JV�gj�O.
RWK DATE 06/041N RLA NO.2834 1 — I
SHEET OF
L 2er-o' 561-T 53'-60 P*-6*L .8'-60L 53'-6m ffi�-6% IW-60 8
.0 iTfL 15*-6* L
9 2 3 4) 6
LIMIT OF WORK
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VICTORIA STREET
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CONSTRUCTION NOTES CONSTRUCTION LEGEND Of
1. CONTRACTOR SHALL NOT WILLFUILLY PROCEED WITH CONSTRUCTION AS DESIGNED WHENIS- 8'-O"WIDE NATURAL COLORED CONCRETE WALKWAY WrrH MEDIUM PLAN CROSS REFERENCES
OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MINOT HAVE BROOM FINISH. SEE DETAIL A, SHEET L-3.
BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATEBROUGHT TO THE ATTENTION FOR NOTES AND LEGENDS, SEE SHEE7 L-2
OF THE CITY AND L-AA0- A*L".THE CONTRACTOR SHALLASSUME FULL RESPONSIBILITY FOR ALL 6"WIDE NATURAL COLORED CONCRETE MOWSTRIP PER DETAIL 8,
NECESSARY REVISIONS DUE TO A FAILURE TO GIVSUCH NOTIFICATION. SHEET L-3. FOR DETAILS, SEE SHEET L-3
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WrrH ALL FOR SPECIFICATIONS, SEE SHEET L-7
UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE ROCK COBBLE PAVING PER DETAIL G, SHEET L--3. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4
RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAUTILITIES. T-O"WIDE CONCRETE DRAIN SWALE PER ENGINEERS PLANS. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-6
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUB-
CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. PRECAST CONCRETE CATCH BASIN PER ENGINEERS PLANS.
4. SEE GRADING PLANS FOR VERTICAL CONTROL. EXISTING UTILITY POLES.
5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAAS tr HIGH MASONRY PROPERTY LINE WALL PER ENGINEERS PLANS.
REQUIRED. REFER TO IRRIGATION PLANS.
6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THSUBGRADE 4'WIDE CONCRETE CITY SIDEWALK PER ENGINEERS PLANS.
AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. EXISTING CONCRETE SIDEWALK AND LANDSCAPED AREA AT ADJACENT DESCRIPTION OF REVISION DATE -APPROVED
7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS TO REDUCDIPS, PROPERTY.
ABRUPT CHANGES, AND SHARP TRANSITIONS. CITY of RANCHO CUCAMONGA
8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL HAVE A CONTINUOUS 20'WIDE EXTENSION OF LOT"A* EQUESTRIAN TRAIL
SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTECAPPROVED PRIOR TO EQUESTRIAN STEP-THRU PER CIVIL ENGINEERS PLANS.
BEGINNING THAT PHASE OF WORK.
Past -y"ass PL-4-4s WALKWAY LIGHTING PER ELECTRICAL PLANS. SEE SHEETS E-9 E-10 A E-Al. TRACT 15915 - LOT "B" IMPROVEMENTS
9. ALL WALKS SHALL BE G 0 THICK NATURAL COLOR WITH A MEDIUM BROOM FINISFLSIDEWALKS AT VICTORIA STREET
SHALL BE 4'-0"WIDE, UNLESS OTHERWISE DIMENSIONED INSTALIEXPANSION JOINTS AT 20'-Om MAX. ROCK COBBLE PAVING IN PARKWAY PER DETAIL Q SHEET L--3, wl MODIFIED
O.C. AND AT CORNERS. ACCESS CURB PER ENGINEERS PLANS. CONSTRUCTION PLAN
Underground Service Alert APPROVED BY: D A T E :,&5;*�, ,,> -
CITY ENGINEER ,�A),Z" Q�L��E No . 24953
Call: TOLL FREE DESIGN ARCHITERRA DESIGI`4 GROUP RE?WNDED
LH LANDSCAPE ARCHITECTURE
SITE PLANNING
1 -800 DRAWN 106M TOWN CENTER DR.,STE. I M SHEET
LH RANCHO CUCAMONGA, CA 91730 -2
227-2600 (%9)484-nW FAX: (W9)484-M2
1 it 301-01f CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIG RWK DATE 6/4/99 RLA NO. 2834 1 (pq5_L -
SHEET - OF
1,1112010"IUOKMI STARES
FLAT BIDE UP STORM DRAI NfUNDERG ROUND 2.STAKES TO SE PLUM AM
UTI LIT,I'ESQ PARALLEL
CURB MDRTAFI fCONLESILM SIDEWALK OCR S.STAKE TREE PSPEMICULAN
_2% TO PREVAILING WIND
I"TURF
rac 4
IS
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LLJ
MIIWMIUM CONCRETE BED z SIDEWALK UTILITY
CONCRETE HEADS-Iff RADIUS tSOULDER UNDERNEATH COBBLESTONE PULE_) Q I I -�.L. Ili
0 1EXPOSED EDGES&FINISH PER PLAN (LOCATE PER PLAN) MIN.SOL DEPTH AT O_
LEGEND: V IN LAWN GRADE LEVEL AT SWALE EDGE OF COBBLE
2*IN PLANT BED WSLI�9) CURB AND GUTTER�' 'METER 10, TOP OF ITANES SIFLOW
1. 1 f2'RADIUS AT ALL EDGES. MIN MIN HEAD Of TREE WHERE
STRUCTION PLAIN FOR COLOR; FINISH GRADE 0100 TRUPW
2- NATURAL GOLORANITIEGRAL COLOR CONCRIETIE PAVING. WE COW r OR a" SPECIES GROWTH HAWT PERU".
SEE BELOW FOR FINISH TREATMIENT. III GETS OF CINCH TIES SPACED 24*
& COMPACT EARTH TO 90%RELATIVE COMPACTION UNDER PAVEMENT. 3-1/7 WHO" APART,ATTACH WITH GALVANIZED
SCREWS TO r LODGE POLES
CONCRETE BED
N
E
S
STORM DRAI"'UNDERG ROUND)
UTILITIES
T'
IN
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EE N OTE F
I'DIA LODGE POLE PINE STANES
CAN" r�--Zr IF x WITH WOOD PRESERVATIVE STAIN,
DRIVE A WNIMUM OF I*INTO
NOTE: CONTRACTOR SHALL POUR AND FINISH A 2XZ SOLARE SAMPLE OF EACH TYPE OF FINISH r wx ARMSY SMILE SIDEWALK UNDISTURSE D SOIL AM POWION
------------— AKE$OUTSIDE ROOT IIALL
FOR APPROVAL BY 81 V-" MIR LAND.ARCH. EDEPTH DRIVE S.L 4 1 ilill=10 0 IT
RE-BAR CONTINLOUS APPROACH ARSOR GUARD IN TURF AREAS AM
F 0 7 FRONT YARDS
((UNI A I TOP OF ROOT BALL TO EXTEND r
UNLESS OTHERWISE INSTRUCTED) _F CURB AND GUTTER-./ ABOVE FINISH GRADE
COBBLESTONE Ar CONCRETE BED CONCRETE CURS ".1 51 1 10, 1/ 10'_1 TiGHTL COMPACTForSERNITOPORIN
FATH COBBLE W/13 BAR LM I"m -MIN MIN WATERING BASIN FOR RESIDENTIAL AND
10, GROUND COVER INSTALLATIONS LOCATE
NnEFIGROUND OUTSIDE OF PLANT PIT KAMS IN TURF
LEGEND: LEGEND: Lv MIN.10 AREAS TO BE REMOVED PRIOR TO CITY
MAX.PAD, cum a GUTTER STRUCTUREsq. ACCEPTANCE
CATCH BASIN
1. MEDIUM BROOM 2 1.MEDIUM BROOM TRANSFORMER VAULT.
FINISH NAT.COLOR 4
2 FINISH,RUN CONCRETE,RUN - NOTES:
PERPENDICULAR TO
EDGE OF PAVING. PERPENDICULAR TO TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER
EDGE OF CONC.PATH
_'D7EH AREI
tNESTOIE
2.SMOOTH OF TRAVEL. 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE.OF.SIGHT L
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 'T
TROWELLED BAND. 2.D NATRPE 1AC10FILL MTN NO
ROCKS GREATER YNAN r DIA.
r3 3.AT ALL LOCAL RESIDENTIAULOCAL RESIDENTIAL INTERSECTIONS PLACE lot
SEE CONST.PLAN EEP SCORE SIDEWALK RDSCAPE PARKWAY TREE AT A MIN.OF 25'FROM BCR OR ECR.
FOR WIDTH. JOINTS;SEE CONST. V POC MDW CURB PER MIN,It VAX MO. JOIN AT RIGHT ANGLES ITYP.)
PLAN FOR LAYOUT. NOTES: CITY STD.534 4.MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND NATIVE Oft UMISTURWO
--- FACILITIES. IN ADDITION MAINTAIN 10'FROM CENTER OF TREE TO ALL UTILITY
3 3.EDGE OF PAVING. NOTES: OWNED WATER 9 SEWER LATERAL LINES
3.EDGE OF PAVING. 1. PROVIDE SCORE JOrNTS AT 10'-T O.C.AND 30r EXPANSION ROCK SIZES,UNLESS OTHERWISE SPECIFIE .SMALL K: TWICE ROOT BALL WIDTH
JOINTS AT 2V-T O.C. BOULDERS MAX 34r-MIN.2-17 5.TREES SHALL NOT BE LOCATED ON PROPERTY LINES.
z r WIDE CONCRETE HEADER BETWEEN CITY-MikINTAINED TURF AND COBBLESTONES VAX.Ir-1AN r WTTH ONE FLAT SIDE
OP40UND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVEN EMBEDMENT. 6.STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
A. MEDIUM BROOM FINISH WISMOOT ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS Tr MORTAR 1 PART CEMENT ENGINEERING DIVISIONL
A. MEDIUM BROOM FINISH WIDEEP PRIVATELY MAINTAINED AREAS 4 T02-1/2 PARTS SAND.2000 PSI PORTLAND CEMENT CONCRETE (NOWY-PACrIS ALLOWED)
TROWELLED BAND 3. CONCRETE TO BE 520-C-2500 WIN. A SAMPLE AREA,MIN.40 SO FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO 7.STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY
SCORE JQLULS 5. PlIlOCEEDING WITH REMAINING ROCK WORK STANDARD PLANS.
FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR ROCKS SMALL
BE SMOOTH,ROUNDED AND FREE OF O&ECTK)NABLE DISFIGURATOW A B(CFSSfVE IFION CONTENT
CONCRET E CLASS WO D-M
CONCRETE WALK CONCRETE HEADER COBBLESTONE TREE PLACEMENT DOUBLE STAKE
SCALE' N.T.S. SCALE' N.T.S. STD. DETAIL #534 SCALE: N.T.S. SCALE: N.T.S. STD. DETAIL #501
_vc STD. DETAIL #542 SCALE: N.T.S. STD. DETAIL #502
ID IR an �
E HALF OF SPACING
LINT OF PLANTER AREA !!�fR"EOUIREMENT
4*OF COMPACTED WOO CHIP
MULCH
HARDSCAPING(CONCRETE HEAD",
CURB A GUTTER,SIDEWALK,ETC.) INISM GRADE
TIGHTLY COMPACTED T BERM TO FORM
DEPRESSED WATERING BASIN.
TOP OF ROOTBALL TO 4*WOOD CHIP MULCH
EXTEND r ABOVE Vv
FINISH GRADE
QUA
ROOT BALL SHOVEL CUT EDGE COMPACTED
NATIVE SOIL
PLANT PIT TO BE(2)TIMES THE
WIDTH OF THE ROOT BALL NOTE:
1.ALL SHqU08 AND GROUND CM"TO BE PLANTED AT EQUAL NOTES
SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON
PLANS SEE LEGEND FOR SPACING REOUIREMENTS. 1. PRIOR TO PURCMASEIPLACEMENT OF THE MULCH,THE CONTRACTOR SMALL
NATIVE BACKFILL WITH NO SUBMT A SAMPLE TO THE INSPECTOR FOR APPROVAL
ROCKS G REATER THAN r
DIAMETER Z WHERE PLANTED AD14CENT TO WALLS,WALKS,CURBS OR 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER INTO EDGE15 AT GROUND COVER AREAS
UNDISTURBED NATIVE SOIL. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION
FROM SUCH LIMITS. SEE LEGEND FOR SPACING REOUIREMENTS.
4. PLACE NO MULCH WITHIN A RADIUS OF THE CROWN OF A WOODY PLANT.
NOTES 3.SPACING REQUIREMENTS SMALL GOVERN THE FINAL CIUANTITIES
I UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS, PLANT QUANTITIES INDICATED ON THE
Of ROOT BALL DO NOT CRACK ROOT BALL LEGEND ARE ESTI MATES ONLY.
CONTAINER PLANTING SHRUB/ G.C. SPACING MULCH
SCALE: N.T.S. STD. DETAIL #506 SCALE: N.T.S. STD. DETAIL #508 SCALE. N.T.S. STD. DETAIL #509 SCALE: N.T.S. SCALE:
DSCAPt
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DESCRIPTION OF REVISION DAM APPROWD
CITY of RANCHO CUCAMONGA
TRACT 15915 - LOT "B" IMPROVEMENTS
AT VICTORIA STREET
CONSTRUCTION & PLANTING DETAILS
APPROVED BY: D A T E :n7-,-6:-c -0
CITY ENGINEEFWALPAW �Y&_A� C E No . 249wov
DESIGN i ARCHITERRA CILSIGN GROUP
LH LANDSCAPE ARCHITECTURE
SITE PLANNING
10K10 TOWN CENTER DR., STE. 128
SCALE' DRAWN SHEET
SCALE: SCALE: SCALE.
RANCHO CUCAMONGA, CA 91730
LH L-3
(W9) 484-28M FAX: (W9)484-2W2
CHECKED DRAWING NO.
JAF DATE 6/4/99 — RLA NO. 2834
SHEET — OF
BACKFLOW NOTE:
CONTRACTOR TO INSTALL BACKFLOW ASSEMBLY,
PRESSURE REGULATOR, MASTER VALVE AND FLOW SENSOR
ADJACENT TO WALL DO NOT INSTALL ITEMS IN COBBLE AREA..
34.0 IA-3"\_ A-4 35.0 tA-2N 36.0 A-5 A-1 36.o
16�W. 11/2" 1624 SO. FT. kL12 1)2"
1752 SO. FT SO. Fr 1112" 1816 SO. FT
LIMIT OF WORK
13/4" 3J4" 3/4"- A/4" -3/4" /44 3�" 14"
It- 'I� A-n 2
(_'a3�60
16 1 (---@
VICTORIA STREET
-7'
1- /4" 1" 314""3 RIM PROPOSED PROPOSED
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No so aw Ir oiiw iiiow _V - mm awn own WATER 8"WATER
am "r
77-
314"
41--VV_ 0 11/4
/4" 3/4 0 M
3
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Rim �aw 44,
WRYMM wwwwwwrIlp"W T-�111011110 IM worv"MRMW Wow F-IFT, MW I"RIF am RW I"FIR M MR wwwr.
T LIMIT OF WORK 3/4"
--------------------------------------------------------------------------------r---------------------------------------------- ------------------------------------------------------ ------ ---------
POINT OF CONNECTION:
PROPOSED 1" DOMESTIC WATER METER BY CUCAMONGA
COUNTY WATER DISTRICT. OWNER TO PAY ALL NECESSARY
AUTOMATIC CONTROLLER/ELECTRICAL P.O.C.
AUTOMATIC CONTROLLER TO BE A CALSENSE ET-1-8-DR-TP-1,TP-110 w/ANT-1.(ANTENNA PORT)TO BE INSTALLED WITHIN A STRONGBOX(SB)-24-SS/120 VOLT FEES AND PERMITS. CONTRACTOR TO CONNECT TO METER AND
METERED CONTROLLER ENCLOSURE. MOUNT ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURERS SPECIFICATIONS AND ATTACH INSTALL A 11/2" PRESSURE REGULATOR, 11/4" REDUCED PRESSURE
COAXIAL CABLE. ELECTRICAL P.O.C.: CONTRACTOR TO PROVIDE ELECTRICAL SERVICE FROM EXISTING POWER POLES TO NEW CONTROLLER LOCATION AS BACKFLOW DEVICE, 11/4" MASTER VALVE AND 11/4" FLOW METER.
INSTALL MAINLINE TO CONTROL VALVES AS SHOWN. CONTRACTOR
% SHOWN. INSTALL NEW ELECTRICAL PULL BOX, 1 1/2" ELECTRICAL CONDUIT AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. TO VERIFY STATIC PRESSURE PRIOR TO START OF CONSTRUCTION.
S.C.E. CO., TO INSTALL METER HEAD AND CONNECT TO POWR POLE. CONTRACTOR TO MAKE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON.
SYSTEM SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR TO INSTALL(2)ADDITIONAL CONTROL WIRES, (1)WHITE COMMON WIRE
AND(1)ORANGE WIRE FROM NEW CONTROLLER TO END OF EACH LATERAL AND TERMINATE INTO 6- DIAMETER VALVE BOX FOR FUTURE VALVES. EXISTING STATIC PRESSURE: 113-125 PSI
FINAL CONTROLLER/PEDESTAL LOCATION PER CITY INSPECTOR. CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE 171 SYSTEM DESIGN PRESSURE: 73 PSI
CITY AND CALSENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND CALSENSE AT:
LLJ MAXIMUM G.P.M. DEMAND: 36 G.P.M.
2075 COURT NOGAL
Cn I I
ills SUITE P
Z PRSSURE REGULATOR NOTE:CONTRACTOR TO SET PRESSURE
CARLSBAD, CALIFORNIA 92009 REGULATOR TO 88 PSI. VERIFY OPERATING PRESSURE AND
(619) 438-0525 0-
FIELD ADJUST AS NECESSARY.
(L
W
0-
cc
Uj <
3
W % 10
PRESSURE LOSS CALCULATION
o W
LLJ PROJECT: BELMONT ESTATES, TR. NO. 15915 BY: JAF
W STATIC PRESSURE HIGH: 125 PSI LOW: 113 PSI
C/) SOURCE OF INFORMATION: RUSSELL, C.C.W.D. ZONE ELEVATION 1648
GEORGE COURT SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT
PHONE NUMBER: (909) 483-7440
VALVE STATION/GPM: STATION: A-3 34.0 GPW
0
j ITEM* P-S-1- LOSS.
WATER METER SIZE: 10 0 34 GPM 6.90
4 BACKFLOW DEVICE SIZE: 2" 0 34 GPM 9.00
MASTER VALVE: 1 11/4" @ 34 GPM 2.54
FLOW SENSOR 1 1114" 0 34 GPM 1.56
GATE VALVE(S): 1 2" @ 34 GPM 1.50
PRESSURE REGULATOR : 1 11/2" @ 34 GPM 4.00
MAINLINE (CL. 315): 2n 550 L.F. @ 34 GPM 5.50
AUTOMATIC VALVE SIZE: 11/2' 0 U GPM 3.00
LATERAL LINE SIZE 1/2" L.F. @ GPM 0.00
IRRIGATION LEGEND 3/4" 60 L.F. @ 6 GPM 1.81
in L.F. 0 GPM 0.00
1 1/4" 36 L.F. 0 15 GPM 0.54
oil ML MANUFACTURER MODEL NUMBER DESCRIPTION RADIU a-P.M_ PSI 1 1/2" L.F. 0 GPM 0.00
oil 77 ey 2" 3 L.F. 0 34 GPM 0.03
XER. REF. 11.1� 6- RAINBIRD 1812-SAM-PRS-00 POP-UP SPRAY HEAD 0.30 30 21/2" L.F. @ GPM 0.00
RAINBIRD 1812-SAM-PRS-8H POP-UP SPRAY HEAD 6 0.50 30
RAINBIRD 1812-SAM-PRS-100 POP-UP SPRAY HEAD ia 0.40 30 IRRIGATION HEAD PRESSURE: 30.00
SYSTEM LOSSES SUBTOTAL: 66.38
IRRIGATION NOTES: RAIN131RD 1812-SAM-PRS-10T POP-UP SPRAY HEAD ia 0.50 30 FITTING LOSSES (10% OF SUBTOTAL): 6.63
ELEVATION LOSSES/GAINS (ELEV. x .433) 0.00
1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS RECIUMED AT ALL POIN I OF CONNECTION. THE CONTRACTOR V RAINBIRD 1812-SAM-PRS-IOH POP-UP SPRAY HEAD I a 0.80 30
SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE
CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. TOTAL SYSTEM LOSSES: 73.01
RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 17 0.70 30 AVAILABLE PRESSURE (LOW): 113.00
2. TYPICAL POINTS OF CONNK71ON CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF RIEWRED), (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+�39.99
FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT RAINBIRD 1812-SAM-PRS-12T POP-UP SPRAY HEAD 17 0.90 30
SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFINTIONS,MANUFACTURERS'RECOMMENDATIONS NOTE: CONTRACTOR TO SET PRESSURE REGULATOR TO
AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. V RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 17 13D 30
88 PSI. CONTRACTOR TO FIELD VERIFY AND ADJUST AS
U�3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ASTRONG BOX(SB)SB"AL ALUMINUM ENCLOSURE,AND SHALL RAINBIRD 1812-SAM-PRS-12VAN POP-UP SPRAY HEAD 1 z 0.70 30 NECESSARY. 7 _*.�J�p USA
BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
RAINBIRD 1812-SAM-PRS-150 POP-UP SPRAY HEAD 1.5 0.90 30 4.� 0%
4. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER 0
POSSIBLE. V RAINBIRD 1812-SAM-PRS-15H POP-UP SPRAY HEAD 157 1.90 30 XERISCAPE ASSESSMENT SYSTEM PLAN CROSS REFERENCES(3�w
5. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY
AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, RAIN131RD 1812-SAM-PRS-15 VAN POP-UP SPRAY HEAD 157 0.90 30 SUMMARY FOR NOTES AND LEGENDS, SEE SHEET L-4
WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. RAINBIRD 1806-SAM-PRS-PMO-1401 POP-UP SPRAY HEAD FLOOD 0.25 30 POINM FOR DETAILS, SEE SHEET L-5
6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF
ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECT10N IMMEDIATELY TO THE CITY. 11. IRRIGATION (Point Value) CIATME FOR SPECIFICATIONS, SEE SHEE7 L-7
7. THE CONTRACTOR SMALL FAMILiARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND mucTuRs,AM SMALL P40TES: FOR CORRESPONDING CONSTRUCTION PLAN SEE S
TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID 1 CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 10(r/o COVERAGE TO 1. Low gallonage irrigation system. (20) 20 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-6
UNDERGROUND FACILITIES. REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL M, SHEET L-5
S. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL 2. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. 2. Automatic controller. (20) 20
OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSLIRE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR
COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. REPAIRING ANY IRRIGATION LINESISPRINKLER HEADS& EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING 3. Designed to water plants by watering needs. (10) 10
9. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE CONSTRUCTION.
SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER
SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO EQUIPMENT: 4. Soil moisture sensors. (10)
PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. MM PROPOSED 11 DOMESTIC WATER METER BY CUCAMONGA COUNTY WATER
10. INSTALL ONE(1)SPARE ORAGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FART14EST REMOTE CONTROL VALVE DISTRICT. DEVELOPER TO PAY FOR ALL FEES AND NECESSARY PERMITS. 5. Rain Sensors. (5) 5 -JAPPROVED
(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR DESCRIPTION OF REVISION
IRRIGATION WIRING. NIBCO T-585-70M UNE-SIZE GATE VALVE DATE
11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK WILKINS 500 SERIES 11/2"PRESSURE REGULATOR 6. Wind sensors. (5)
ROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY CITY of RANCHO CUCAMONGA
RE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. FE13CO 825-Y-BV-1.25 11/40 REDUCED PRESSURE BACKFLOW DEVICE W/A STRONGBOX 7. Sensitive to slope factors. (5) 5
12- THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POIN I OF CONNECTION. THE MAXIMUM BACKFLOW ENCLOSURE MODEL NO.SSBC45-AL
DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER 8. Reclaimed or recycled water. (5)
PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CALSENSE FM 1.25B 11/40 BRASS FLOW METER TRACT 15915 - LOT "B" IMPROVEMENTS
CITY.
13. AUTOMATIC CONTROLLER TO BE A ISE ET1-02MJ"-.1�- (DIGITAL RADIO)WIANT-I AffrENNA PORT INSTALLED WITHIN A 01I SUPERIOR 3100 SERIES 11/40 NORMALLY OPEN MASTER VALVE AT VICTORIA STREET
STRONGBOX(SB)24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE MOUNT THE ANTENNAL PORT(EPDXY-FILLED)ON TOP
OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL XER. REF. 11.2 CALSENSE ET-l-&DR-TP-1,TP-110 $STATION WALL MOUNTED ELECTRIC CONTROLLER TO BE MOUNTED Total Points Claimed: 60
PRIOR TO THE CITYS ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE _L._ ANTI INTO A STRONG BOX ENCLOSURE MODEL NO.SB-24-SS/120V
CITY. XER. REF. RAINBIRD EFB-CP-PRS ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN (Minimum Points Required:) (60) IRRIGATION PLAN
14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER
Underground Service Alert HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED RAINBIRD 33DNP QUICK COUPLING VALVE AT 1W O.C.MAX.
AND PAID FOR BY THE DEVELOPER. APPROVED BY: DATE - -
15. ALL SPRINKLER HEADS SHALL BE SET PEREPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE APPROVED SCH 40 PVC MAINLINE SIZE AS SHOWN, MIN.COVER 11r;USE CL.315 CITY ENGINEER R C E N 0 . 24953
Call: TOLL FREE DESIGNATED ON THE PLANS. PVC FOR 2AND LARGER, 1&2Ag��A_ NF)FD
APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, MIN.COVER 120 DESIGN "ARCHITERRA DESIGN GROUP
16. ALL POP-LIP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO T14AT THE TOP OF THE SPRINKLER HEAD IS 1140 ABOVE JAF LANDSCAPE ARCHITECTURE
FINISHED GRADE. APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED VALVE SIZING KEY SITE PLANNING
1 -800 DRAWN 10630 TOWN CENTER DR., STE. 128 SHEET
AF RANCH()CUCAMONGA, CA 91730
APPROVED SCH.40 PVC WIRE SLEEVE, SIZE AS REQUIRED L-4
227-2600 VALVE# 0 10---GPM (909)484-2800 FAX: (909)484-2802
- VALVE SIZE SCALE: 1"=30' CHECKED JAF DRAWINtINO.
TWO WORKING DAYS BEFORE YOU DIG DATE - 6-4-'99 RLA NO. 2834 1 � 1 _ -
SHEET - OF
W BRASS WYE STRAINER
STRONG BOX SWC-45-AL WITH 60 MESH
ENCLOSURE MONEL SCREEN
SCH PVC UNION
juj BACKFLOW PREVENTER
m" ASSEMBLY WHITE
a COVER MCSHMED IVALVIGEA9TDIOUGATE" ujz ROUND PLASTIC VALVE BOX NIPPLE-TYPICAL BLUE TO SPRINKLER-ANGLE PIPE TO
COVER ETCHED 'PRESSUR ULATOR* SPECIFIED DEPTH WITH 45*EL0
z on
CID
SC
ICAR"SON M EQUAL) 14)PLACES
CL Ir JCARSON OR EQUAL) r - - - SCH 40 PVC MALE ADAPTOR
z 02r EPDXY FILM
I— *SNAP-TITE"WATERPROOF SCH so PVC UNION *"AP-Tffr WATERPROOF
INISH GRADE F1 GRADE RED
NIPPLE CONNECTOR OR EQUAL CONNECTORS OR EOUAL
BRASS OR PVC NIPPLE
BLACK ELECTRIC CONTROL VALVE
r THICK X Ir WIDE PIG TAIL EXPANSION
IRRIGATION CONTROLLER PLASTIC VALVE BOX
UNION CONCRETE PAD(LENGTH VARIES LOOP (MIN. 24' LONG) WARKED*IRRIGATION RCV*
WR' OR EOUAL)
PER SIZEIMANUFACTURER) CEODNIITH CONTR
SALL VALVE-1117 OR SMALLER WITH COLLIER
PRr=SSURE REGULATOR SLOPE TO DRAIN AT MINIMUM 2% 12 AND VALVE BEOUEN E
STAINLESS STEEL HANDLE PLASTIC VALVE BOX(CARSON OR WATERPROOF ALL z a
SEE LEGEND FOR MODEL EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS -I
RESILIENT WEDGE GATE VALVE-EPDXY NO.AND BRAND. 12*1 FINISH GRADE LOCKING LID. PLACE AT GRADE IN bw 16 Ic FINISH GRADE
COATED, OR LARGER WITH 2"OPERATING VC SLEEVE TURF AREAS AND r ABOVE IN 2W
/'1__PEOUIRED FOR PLANT BED.
z NUT PIPE THROUGH SIDEWALK
VALVE PRESSURE REGULATOR 0,%A .- - III e MOISTURE
dF CONCRETE PAD SENSOR
WHERE
o PIG TAIL EXPANSION bc REOUIRED
LOOP (MIN. 24- LONG) WHITE
SLt
orn
PIPE FROM z ROM WATER SOUR NIPPLE -TYPICAL 3-c (COMMON) PIG TAIL EXPANSION
METER PIPE TO BACKFILOW (2) PLACES LOOP(MIN 24-LONG)
3- 3. 3 PREVENTOR z
3- 90%COMPACTIO SCH 40 PVC MALE BLUE FLOW BRASS ANGLE
REQUIRED ADAPTOR UF14 VALVE WIUNION
WIRES 3/4*WASHED
TO METER FLOW z a- CRUSHED AGGREGATE
RED 2
FLOW LINE TO SYSTEMS MASTER CONTROL
BLACK VALVE -row
SCH 80 PVC NIPPLE
CONCRETE THRUST BLO K ELBOW �,O CONTROL&COMMON WIRES
PER CCWD STANDARDS TYPICAL (4) PLACES FLOW METER NOTE:
Al
t. DIAMETER CONTRACTOR TO INSTALL
RIGID PIPE AND RELATED FITTINGS SHALL BE PER CUCAMONGA COUNTY SAME SIZE AS SCOTCH LOK EPDXY FILLED
P. WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH FLOW METER CONNECTORS FOR ALL FLOW
CCWD PRIOR TO CONSTRUCTION. DIAMETER SAME SIZE SIZE SENSOR WIRE CONNECTIONS. BRASS NIPPL
A NOTES: AS FLOW METER SIZE INSTALL SCOTCH LOKS SCH 40 PVC SXSXT TEE
1. INSTALL PER LOCAL CODES. IMMEDIATLEY AFTER NOTES: PRESSURE SUPPLY LINE
%1AWA ED CRUSHED 2. EOUIPMENTTO BE INSTALLED ATA MINIMUM OF 24FROMANY INSTAWNG FLOW SENSOR. 1.INSTALL CONTROL VALVES A MINMIN OF 17 FROM STRUCTURE OR HARDSCAPING
AGGREGATE BASE STRUCTURES OR HARDSCAPING. I INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS
& PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR KARDSCAPING
3. WHEN UNIT IS NEXT TO A STRUCTURE(I.E.WALL,BUILDING,ETC.) MINIMUM DISTANCE DOWNSTREAM OF 4-PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX
NOTES: 3/4"WASHED CRUSHED MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. UNINTERRUPTED PIPE (5X DIAMETER S.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
I. PLACE AGGREGATE PRIOR TO INISTALLATIOW OF VALVE BOX AGGREGATE BASE 4. ORIENT UNIT PARALLEL TO STREET. OF FLOW METER SIZE) VALVE NUkf FA
2- INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAP114G. S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE.
3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. NOTES: S. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF MINIMUM DISTANCE UPSTREAM OF
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. DISIMILAR METALS. UNINTERRUPTED PIPE (10X DIAMETER
5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX_ 1. INSTALL CONTROL VALVES A MIN.OF I?FROM STRUCTURES OR HARDSCAPING. 7. VALVE PER STD.518 REOUIREDC BEFORE BACKFLOW PREVENTER OF FLOW METER SIZE)
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 2 INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. WHEN MAINLINE is r OR LARGER.
VALVE NUMBER. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER.
LINE SIZE GATE VALVE PRESSURE REGULATOR RED. PRES. BACKFLOW w/ P. R. FLOW METER / MASTER VALVE REMOTE CONTROL VALVE
SCALE: N.T.S. CITY STANDARD DETAIL#518 SCALE: N.T.S. CITY STANDARD DETAIL #519 SCALE: N.T.S. CITY STANDARD DETAIL#517 SCALE: N.T.S. CITY STANDARD DETAIL #516 SCALE: N.T.S. CITY STANDARD DETAIL #520
STAND ALONE CONTROLLER WITH ANTENNA
RAIN BIRD 33 DNP WITH PURPLE 2e S-RO14C BOX WCD 14C. ANT I ANTENNA PORT
RUBBER CAP - SUPPLY ONE KEY SO-24SS7!20v zl!;�k
PHOTOCELL EPDXY FILLED LOCATED L
PER 12 QCV'S INCLUDING HOSE FOR POLE OUTSIDE OF BOX.
HI-POP SHRUB HEAD BODY SET TO SWIVELS. STRUCTURE 0 UGHTS-SEE _T INSTALLATION/LOCATION COAXIAL CABLE
SHEET L-9 7
1/4'ABOVE FINISH GRADE HARDSCAPING PER CITY AND CALSENSE
MULCH NOTE: REPRESENTATIVE 5 IEI I B
FINISH GRADE - INSTALL I IEI*-'-OSLW TC 2E GROUNDED PER CALSENSE CONTROLLER,
ee PLANTER BED ONLY. LOCAL CODE GROU D ROC To BE MODEL NO. PER PLANS
FINISH GRADE INSTALLEO INSIDE ENLOSLAE ON al
OLLER SIDE
l8*MAXIMUM CONTR
INSTALL CALSENSE WALL OONIDtXETTE W1 I-
7611, TP 110 DEEP WP 7 BOX
if- SPECS. FOR IMATERVAL-
FWISM LiE 0_&L - SET 4
GRADE 120 VOLT DUPLEX CALSENSE HARNESS WX COMPAnON REOUPIRED
II I I x T-r x r CONCRETE
M:N. i FOCTWC INSTALL A MMWUM OF OUTLET JGFI)
I I L r ABOVE GRADEAND SLOPE
j I.. 10 TOP TO DRAW AT MPPWM OF 2%. NON-PRESSURE LATERAI. LINE:
SCH 40 BRASS NIPPLE 12* SCH 40 SNAKE PIPE IN
TREN'CH
SCH 40 BRASS No ELL 111;
11 1 111 1 11 7= WIRES N
-1 1 1 11. .0 --- MSEW TP-i
af SCH 40 BRASS W STREET ELL PRESSME SUPPLY LINE:
a 9 STAINLESS STEEL TRANSIENT PROTECTION BOARD SCH. 40/CL. 315 SNOXE
rc SCH 40 BRASS NIPPLE - SCREW CLAMP 120 VOLT I I I\ PIPE IN TRENCH
MINIMUM (3) PLACES c
S 24" LONG TO POWER S4DE OF CABINET (TYP-) CDNML WIRE - BUNDLE
SCH 80 PVC W STREET ELL #4 REBAR STAKE ur 1 11 AND TAPE AT E15' O.C� AND
(24' LONG) t-v- Ate I ANTENNA PORT[POW IINSTALL Aa1AC NT TO
HILAN'F OUITY VICATMER - NESISTMT i nun LOCATED OVTSIDE OF 711 Z71 PRESSURE SUPPLY LINE
PHOTO ELECTRIC SvTCm FOR SECURITr NX. 941STALLATON/LOCATION ENCLOSURE MOUNT
LIGHT CONTROL
PLANS.. AS REOLNRED PER PER CITY AND CACtNSE REP. PROVIDE ir IMIN. OF SAND
SCH 40 PVC Ir TYP. DEDDINIC AND SHADDWC
RLEX 9(r STREE ELL W STREET ELL r ELLCTRIC METER PER SCE NO I Its:
LATERAL FITTING MARLEX W STREET ELL rt CALSENSE CONTROLLER MOM NOD. 1. NUALL CONTROLLER PER MFG.PIN I It INS I RUC I AM PER LOCAIL
PER PLANS, _j I
REFER TO CONTROLLER CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR
NON-PRESSURE LATERAL LINE TYPICAL(2)PLACES WSTA"TION Sro. PRIOR TO CONSTRUCTION.
SECURITY LICH' Lj t CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAII DESIGN NOTE:
ANTI-DRAIN VALVE AS REOUIRED TWAER REOUIRED PER _j SEOUENCE OF REMOTE CONTROL VALVES. 1. PICTAIL AND LOOP CONTROL WIRE AT W CHIAjNpGES IN MntTION.
PLANS. FINISH 3. RUN ONE EXTRA WIRE(COLOR:ORANGE)TO FARTHEST RCV ON EACH 2. PRESSURE SUPPLY LINE: 2 112. AND SMALLER 14r WN. DEPTH
NOTE� GRADE r CROUND ROO BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE 3- AND LARGER 2r MWC DEPTH
I LOCATE READ?TO r FROM WALKS,CURN,MARDSCAPING,MOWSTRIPS. r Scm 40 CONDUIT WIRE AT THE ENCLOSURE.
AND EDGES OF LAWN FOR SECURI, L MIN. '30 VOLT WINE 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR.
I USE TEFLON TAPE ON ALL MALE THREADS WIRING. IN RICID
INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPE"ATING. STEEL CONDvfT (PER S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE
FEATUREAS PER THE IRRIGATION PLAN LOCAL CODE)
4. HEAD CONNECT"AT BOTTOM INLET ONLY. PRESSURE SUPPLY CONTROL VALVES.
6. ANT. I ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO
LINE FITTING
(DTR2)AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER
PRESSURE SUPPLY LINE SYSTEM PRIOR TO ACCEPTANCE.
7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE.
12" HIGH POP HEAD QUICK COUPLER VALVE.... CONTROLLER PEDESTAL CONTROLLER SUB-ASSEMBLY TRENCHING
SCALE: N.T.S. CITY STANDARD DETAIL#539 SCALE: N.T.S.
CITY STANDARD DETAIL#535 SCALE: N.T.S. CITY STANDARD DETAIL#522 SCALE: N.T.S.
HARDSCAPING(SEE NOTE 4) CITY STANDARD DETAIL #524 SCALE: N.T.S. CITY STANDARD DETAIL#532
1900 PICS SICITEEN PERFORMANCE
TAOSCAPc-
ioll p le 'SNAP-TITE'WATERPROOF ST ARD_&SMALLRADIUS SPRAY-PATTERNS AICA.11IMBRELL&SUBBILERS
CONNECTOR OR EQUAL FOR -010 -020 -m - -175 .260 -370
=1 I M I 1�1 NOW FLOW SENSOR CONNEC- GPM 0.1 0.2 0.3 0.3 0.6 0.9 1.25 1.75 2.6 3.7
TIONS. COLOR PURPLE BROWN SILVER ORANGE BLACK M41TE GREEN YELLow BLUE RED -A
n
F=-:l I 1= 1EE1 11: WIRE SERVICE LOOP (LOOP 8F 11, 3' 5' at
ENOUGH WIRE TO EXTEND WIRE SH 2' 4' 7' aW
BUNDLE 6*ABOVE GRADE) ST 3' 5. 5. 91
r 7'
SPLICE BOX COVER WITH so 2' 5
LOCKING TOP ETCHED 'S.B." 110F SI 51 r la
v 10, lilt
110H
CLEAN BACKFILL-SEE r 2- Ill#
SPECS. FOR MATERIAL. 10T 2' v r 101
90% COMPACTION REOUIRED 6 100 2' 51 v 7'
5. a.
AT 14PAnF IM I AWN ARFAR 12F 1010 r 1121
3* IN PLANTER AREAS 12M r 3' 5* r 19 110*
12TT r 3- 51 9. ill 12W
PROVIDE r MIN. OF SAND a,
BEDDING AND SHADDING 12H 4' 3- 10, 1127 127
12T r Ir 4' 11W 127
120 ir#
. . . . . . . . . . . . . . . 15F 5- r ill 137
51 61 a, 12' 1151#
. . . . . . . . . . . . . . . . . . . . . . . 15TT
Ir X IS"GREEN PLASTIC METER 15H 11 4 1 51 a. 12' 12'
. . . . . . CONTROL WIRE SLEEVE - BOX, CARSON OR EQUAL 15T x 4' 12' 157 is,#
SIZE PER PLAN. INSTALL 150 2' 5. 61 ir 1151 DESCRIPTION 0 F REVISION
. . . . . . . . . . . . . . . . ADJACENT TO PRESSURE isso 71 l2X12' 14XI4' 20)(W 23X23' DATE APPROVED
;m . . . . . . . . . . . . . SUPPLY LINE 17SST oxial oxio, 1SX16' 9X30'
1=I . . . . . . . . . . . . . . . . . . ........ . . =I
. . . . . . . . . . . . . . . . . . . . . . . . . 15CST 4 4M' 4XM' 9X24'
. . . . . . . . . . . . . . 15SST 4X12' 4X24' 4X27' 4X3-' 4X40' C ITY o If RANCHO CUCAMONGA
71 1=:
PRESSURE SUPPLY LINE 15EST 4X14' 4§11: 4X20'
i-i i r SLEEVE - SIZE TWICE 4 1 3.
DIAMETER OF PRESSURE 5F r 4' r
5H-S W 1(r &1 2-
SUPPLY LINE. 11
50-S 51 i(r 3'
6*1-f P. 5CST-8 r 11r 3' 5.
5. 1. TRACT 15915 - LOT "B" IMPROVEMENTS
lm:_SLA Ir 14' 111111
NON-PRESSURE LATERAL Ifi-SLA or 11 r 51 10, 13' l(r
LINE SLEEVE - SIZE TWICE 100-SLA Ir r 5. 3- ir IV# low AT VICTORIA STREET
DIAMETER OF NON-PRESSURE
NOTES: LATERAL LINE 22F-SS 1. 4' v 17' 211W
1. ALL SLEEVES TO BE WH.40 PVC. 24 VOLT WIRES. TAPED AND 221+SS I T a, ir is, ir
I EXTEND ALL SLEEVES 1?BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. BUNDLED AT 15 FT. INTERVALS 22Q-SS, V Z Or r 1 15' 1 207 221
& ROUTE SLEEVING MOUND HANDICAP RAMPS. #RECOMMENDED NOZZLEWREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. IRRIGATION DETAILS
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY 2 CU. FT. PEA GRAVEL
STD.NO.120(24-MIN.TO 3r MAX DEPTH TO TOP OF PIPE BELOW NOTE: SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS.
STRUCTURAL SECTION). DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUNTIMES. APPROVED BY: D A T E
CITY ENGINEER M24)&atm a� koitPRCE No . .24953
DESIGN ARCHITERRA DESIGN GROUP
SLEEVING 12 VOLT SPLICE BOX PCS SCREEN CHART JAF LANDSCAPE ARCHITECTURE
SITE PLANNING
106M TOWN CENTER DR., STE. 120
DRAWN SHEET
SCALE: N.T.S. CITY STANDARD DETAIL#533 SCALE: N.T.S. CITY STANDARD DETAIL#540
SCALE: N.T.S. SCALE:
JAF RANCHO CUCAMONGA, CA 91730 L-5
(W9)484-2800 FAX: (Wg)484-2802 -
CHECKED D RA\U G 0
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JAF DATE 6-4-9- 9 RLA NO. 2834 IS-
SHEET -OF
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0 INDICATES DROUGHT RESISTANT PLANT MATERIAL
PLANTING NOTES PLANT LEGEND XERISCAPE ASSESSMENT SUMMARY dr
POINTS REFERENCE
SYMBOL
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH CALL-OUT BMNIC NAME COMMONMME ME SPACING COMMENTS I. LANDSCAPE (Point Value) CLAWED (SHEET #IRFF.#) 0
PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND REANSTALLING IRRIGATION EQUIPMENT, AND REPLANTING TREES
AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 0 T-1 Cercls oeddarbMs Western Redbud 1590on 2(y O.C. Stanftd 1. Water conserving plants.(20) L-6/1.1 PLAN CROSS REFERENCES
2- CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT 2. Turf limited to 25%(45% residential).(20) 20 L-6/11
PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 9 T-2 Meweum finartfolia Flaxleat Paperbatk Tree 15 gallon 2F ot. Slarxiard 3. Plants grouped by watering needs.(10) 10 L-6/I.3 FOR NOTES AND LEGENDS, SEE SHEET L-6
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES,
STRUCTURE, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT SHRUBS 4. Hardscape(non-irrigated)surfaces.(10) 10 L-6/1.4 FOR DETAILS, SEE SHEET L-3
NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. FOR SPECIFICATIONS, SEE SHEET L-8
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OS-1 Arbutus"&V"Macta' Conpad Sb awben y Tree 5gam Ir O.C. 5. Permeable paving.(5) 0 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2
OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, * S-2 Dieles bicolor Ye"Forhght Uly 5 prom f O.C. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4
THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE 6. Low water turf varieties.(5) 0
WORK APPROVED BY THE CITY. * S-3 Slim wossirna Texas Feaftw Grass 5gdon L7 O.C.
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR OUALITY BY THE CITY AND LANDSCAPE * S-4 Wes"*'Wrya"Gem' Wryabb"Gem CoeM Rosenwy 5 gallon V O.C. 7. Mulch provided in non-ground cover areas.(5) 5 L-6/1.7
ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE 8. Sod amendments.(5) 5 L-6/1.8
SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION.
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS ANDIOR REPLACEMENT OF ANY DAMAGED GROUND
LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE COVERS Total Points Claimed- 70
CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT OS-5 Rmmftx officlartaft'Ken Taylor' Ken Taylor Roserravy 5 gallon 6 O.C. (Minimurn Points Required:) (6M DESCRIPTION OF REVISION
DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. I DATE 1APPROVED
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR * S-6 Sca"ola Umve Ckstere Scaveda low T O.C. #A: WM%W CITY of RANCHO CUCAMONGA
PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING
REQUIRED. VINES
WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC V-1 Pottel locissis maispickft &*a 5gallon 19 O.C. Train to wall
LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS TRACT 15915 - LOT "B" IMPROVEMENTS
XER. REF. 1.8 REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. AT VICTORIA STREET
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED By THE CITY. XER. RE
XER. REF. 1.7 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 PLANTING PLAN
SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6'INTO THE SO4L AT THE
Underground Service Alert REQUIRED RATES PER 1,000 SO. FT. APPROVED BY: D A T E :L5
4 C.Y. NITROGEN STABILIZED SAWDUST SYMBOLLEGEND
120 LBS.GYPSUM CITY ENGINEE IdURM RCE No . 24953
125 LBS GF*-POWER PLUS Be�l
Call: TOLL FREE TREES SHRUBS DESIGN ARCHITERRA DESION GROUP
11. LMMCAPE AREAS SHALL RECEIVE 40 OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, LL LANDSCAPE ARCHITECTURE
AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS CALL-OUT SITE PLANNING
1 -800 HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT 10630 TOWN CENTER DR., STE. 1219
A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH SYMBOL CALL-OUT DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
IS AVAILABLE FROM: LL L-6
SYMBOL (909)484-2800 FAX: (909)484-2802
227-2600
INTRAVAIA
UPLAND,CA SIZE CHECKED DRAWING NO.
TWO WORKING DAYS BEFORE YOU DIGr (9W)9W-6713 (gal./box) QUANTITY QUANTITY 1 30'-0" RWK DATE 6/4/99 — RLA NO. 2834 1 (a q57- L
SHEET —OF
SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2" x 16" x 1 I" 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 indicated on the
PART I -GENERAI 3. The chart 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 alleow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall.be
1.01 DESCRIPTION S. All fittings shall bear the manufacturer's name or trademark,material S. Use 10"x 10-1/4" round box for all quick coupling valves installed hydraulic driving, but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S. schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No. 910-12B and/or concrete is necessary,it shall be done and replaced by the
A- Scope of Work. Provide all labor,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 requiren ents.
Drawings and described herein. when reduced. � N. Sprinkler Heads. Cucamonga. No hydraulic driving will be permitted under concrete I
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE
B. Standards: An work and materials shall comply with governing codes,safety S. The chart shall be 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 .
orders,standards,and regulations,and meet the minimum requirements of 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 RepaW when within City streets A- The entire irrigation system shall be under full automatic operation for a
the Standard Specifications For Public Works Construction(Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven (7)days prior to any planting.
edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. .
sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblim B. The City of Rancho Cucamonga reserves the right to walve or shorten the
1.02 QUALITY ASSURANCE&REQUIREMENTS Wits. 3. Pipe shall be made from NSF approved,Type 1,Grade R PVC 2. Spray heads shall have a screw adjustment. operation period.
compound conforming to ASTM resin specification D1784. Ali pipe 1. Routing of sprinkler irrigation fines 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
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manualv. 4. Except as noted in paragraphs 1, 2,and 3 of this section(2.01B),an 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 be 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 be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the 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 2.01 B of the Specifications. 5. All sprinkler heads of the same type shall be 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: 0. Sleeving: specific items required to complete work,perform such work in .
and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate eWh 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 hardsc-ape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification #WW-P-35 1. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga.
rules, regulations,or requirements of the 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
required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all I. Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur.
Specifications and Drawings shall take precedence.. major equipment. . 5. On PVC to metal connections,the Contractor shall work the metal
1. Pipe, Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE
D. Explanation of Drawings: 2. hi 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 Mnts. 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 Conti ac shaU be.espor sible 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,soliclus at 11 25*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 Ckw.rance- 1. Pre-job Conference-7 days
such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateValves: property phased-
Drawings are generally diagrammatic and indicative of the work to be 1. AD lines shall have a minimum clearance of six(6) inches from each 2. Pressure supply line installation-24 hours
installed. lbe work shall be installed in such a manner as to avoid I. Supply as a part of this cont,act the following tools: I. 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 tines shall not be installed .
disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours
2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. Q, Miscellaneous irrigation Equipment: .
furnished and installed whether or not specifically mentioned in the b. Two(2) four-foot valve keys for operation of gate valves. C. AB Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation-24 hours
specifications. C. Two(2) keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous
d. One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2"and larger) irrigation equipment. 1. Install as per mar ufacturer's instructions. Remote control valves shall 6. Pressure supply line mid latet-Al line testing-48 hours
3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. Ali miscellaneous irrigation equipment shall be as.specified or Drawings. 7. Coverage test-48 hours
obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal.
exist that might not have been considered in engineering. Such 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No.403 RTRW as G. High Voltage Wiring for Automatic Controller 8. Final observation-7 days
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3 - EXELI MON
City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 volt power connection to the automatic controller shall be . B. When observations have been conducted other than the City of Rancho .
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDMONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these
revision necessary. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING G. Quick Coupling Valves: A. Ali scaled dimensions are approximate. The Contractor shall check and verify 2. Ali electrical work shall conform to local codes,ordtnmx,es,and union observations were made.
1.03 SUBMITTALS 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without"As-Built" iecoi drawing-- 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 hsr care in handling,loading,unloading,and storing PVC pipe and fittings. Ali . H. Remote Control Valves: without completing previously noted corrections,or without preparing the
PVC pipe shall he transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. .
1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external 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
processes specified by name in the Drawings and Specifications. No 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(I 2) inches between adjacent valve boxes. Install each
substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with new piping. H. Backflow Prevention Units: locations. ren ote control valve in a separate valve box,
City of Rancho Cucamonga. 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Goordtnate installation of sprinkler materials including pipe,so there shall be L Flushing of System:
2. Complete material list shall be submitted prior to performing any irrigation drawings. install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting
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.ism are in place and CONCRETE SPEICIFICATIONS
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
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 backflaw prevention units shall have a bron-zed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be PART I GENERAI
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.
Item No. Description Manufacturer Model No. 1. Provide a statement indk-ating the reason for making the substitution. #100B or approved equal. 2. Sprinkler heads shall be installed only after flushing of the system 1.01 Description -
Use a separate sheet of paper for each item to be submitted. 3. An pressure main line piping between the point of connection and 3.02 PREPARATION has been accomplished to the complete satisfaction of the city of For concrete information i efet to the Standard Specifications for Public Works
. I Backflow Preventer Febco 825-Y-FrV 2. Provide descriptive catalog literature,performance charts and flow the backflow preventer shall be installed as required by local code. A- Physical layout: Rancho Cucamonga. Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to
The Contractor shall verify with the local governing body as to Sections 4, 201,303,and 400,as well as any other sections related to the installation,
2 Automatic Controller Calsense EFI-24-DR charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads: per and post installation of concrete work,materials,labor,and cleatl-up. The
construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure Standard Specifications for Public Works Construction is available from:
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
4 Etc. Etc. Etc. 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 III Building News
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. to those itemized. 3055 Overland Avenue
Los Angeles,CA 90034
Irrigation submittal must be specific and complete. Ali items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (310) 202-7775
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification%NW-V--5 1 D,Class A, B. Water SuWy: Drawings. In no case shall the spacing exceed the maximum
boxes,etc. No copies of manufacturer's literature(catalog cuts) are Type IV. recommended by the manufacturer. 1.02 Scope .
required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply point(s)of . 1
2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3.04 TEMPORARY REPAIRS Furnish and install all concrete work complete as indicated on the drawings or as
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 specified,including,but not limited to the following:
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s) shown on The City reserves the right to make temporary repair as necessary to keep the
may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head- Anti-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes sprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel,bolts,and anchors.
expense. irrigation system. the Valcon "ADV"or approved equal. caused by actual site conditions. 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 B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Supply: guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete.
product or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TREES C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be applicable..
samples submitted. C. The guarantee form shall be re-typed onto the Contractoes letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s)of connection as indicated on the Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all
shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW (2) inch and larger roots occur shall be done by hand. All roots two(2) inches and
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRIUGA77ON 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 larger in diameter,except directly in the path of pipe or conduit,shall be tunneled in pedestrian ti c for duve(3)days.
supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause under and shall be heavily wrapped with burlap to prevent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,
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. drying. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall be responsible for any
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 (2) inches in diameter,the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall be made
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#1 4. 3.03 INSTALLATION trimmed,making clean cuts through. Roots one(1) inch and larger in diameter shall without added cost to the City.
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: I closed within twenty-four(24) hours;and where this is not possible,the side of the 1.04 Clean-up
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 whemver possible. trench adjacent to the tree shall he kept shaded with burlap or canvas.
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 an bottom of Upon completion of all concrete work and before final acceptance,the Contractor shall
purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1) wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade, Trenching excavation shall follow 3.06 FIELD QUALITY CONTROL ren ove all tools,surplus materials,apparatus,debris,etc.from the site and the site
This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen (1 5) feet. layout indicated on the Drawings and as noted. shall be left in a clean,neat condition acceptable to the City.
as a record set. replacements within a reasonable time after receipt of written notice from the City,we . A. Adjustment of the System .
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curt shall be provided within three(3) feet of each 2. Provide for a minimum of twenty-four(24) inches cover for all
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon dernai 1. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. 1. The Contractor shall flush and adjust all sprinkler heads for
drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of optimum performance and to prevent overspray onto walks,
work as actually installed. For example, should a piece of equipment PROJECT. BELMONT EQUESTRIAN ESTATIES(TRACT 15915) LOT-B- repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all roadways,and buildings as much as possible.
be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3) inches or larger in diameter.
must indicate that equipment has been relocated in a graphic LCCATION: WEST IND OF VICTORIA ST.-WEST OF ETTWANDA AVE. in trench without stress or stretching wire conductors. 2. If it is detem ined that adjustments in the irrigation equipment will
manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen(1 8) inches cover for all pressure provide proper and more adequate coverage,the Contractor shall
irrigation legend. The relocated equipment and dimensions will SIGNED. 5. All splices shall be made with Scotch-Lok#3576 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, Rainbird Snap-lite wire connectors.,or approved equal. Make . include changes in nozzle sizes and degrees of arc as required. .
time. ADDRESS , only one splice with each connector sealing pack. S. Provide for a minimum of twelve(12) inches for all non-pressure
lines. I
. 3. Before the date of the final observation,the Contractor shall transfer PHONR DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Lowering raised sprinkler heads by the Contractor shall be
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 controt accomplished within ten (10) days after notification by the City.
similar mylar material. Arrangements shall be made through the city PART 2 - PRODI JCTS Rancho Cucamonga. wiring.
for obtaining said sepia mylar or similar mylar material. All work 4. Ali sprinkler heads shall be set pei pei dicular to finished grades I I I
shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS V_ Automatic Controller- 7. Refer to City Standard 120"Trench Repair"when within City streets - unless otherwise designated on the Drawings.
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, 1. Automatic control"s) shall be of size and type shown on the 5. Rain Bird EFB-CPPRS valves will be set per manufacturers
Esser,or Faber Castell. lbe dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure.
readable even on the final controller chart(see Section C). The DESCRIPTION OF REVISION
original mylar"record drawing" plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of Irrigation System: . DATE JAPPROVED
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated
controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor shall request the p.esetice of the City of Rancho C ITY o f RANCHO CUCAMONGA
315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing.
4. The Contractor shall dimension from two(2) permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per
intersections,etc.,the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. LOT 111311 LMD
pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas,humps or other surface irregularities.
a. Connection to existing water tinm 22-70,with an appropriate standard dimension (S.D.R.) (Solverit-weld Note- Testing of pressure rnain lines shall occur prior to AT
b. Connection to existing electrical power. Pipe). 1. 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 valvm
c. Gate valves. I the Drawings. No foreign matter larger than one-half(1/2) inch in size will be VICTORIA STREET
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 arew shall be tested under hydrostatic
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior
e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City to paving.
ring 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. IRRIGATION & CONSTRUCTION SPECIFICATIONS
g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six(6) houm If leaks
h. Stub-outs for future connections. . pipe must meet requirements as set forth in Federal Specification PS - 4. If settlement occurs and subsequent adjustments in pipe,valves, develop,replace joints and repeat test until entire system is proven % I
-
i. Other related equipment as directed by the City of Rancho 21-70. M. Control Valve Boxes: sprinkler heads,lawn,planting,or other construction are necessary, watertight. APPROVED BY: I . D A T E ;5_c%�_
Cucamonga. the Contractor shall make all required adjustments without cost to the
5. PVC solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved 1. Use 10"x 10-3/4" round box for all gate valves. Carson Industries city. 5. AD hydrostatic tests shall be made only in the presence of the C I T Y E N G I N E E Q&2,,&& 29,1J,,(Z R C E No .24953
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 / L/
shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six(6) inches. C. Trenching and Backfill Under Paving: be backfilled until it has been observed,tested,and approved in DESIGN ARCHITERRA DESIGN GROUP FE��NIXD
Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. LH LANDSCAPE ARCHITECTURE _ _ _
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 1 I"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or 1 41
concrete will be installed,shall be backfilled with sand(a layer four SITE PLANNING
that may be omitted from the prints. manufacturer. Carson Industries# 1419-12B with green bolt-down cover or approved 6. Furnish necessary force pump and all other test equipment. DRAWN 10MO TOWN CENTER DR.,STE.128 SHEET
equal. (4) inches below the pipe and six (6) inches above the pipe) and RANCHO CUCAMONGA,CA 91730
C. Controller Charts: 7. All PVC pipe must bear the following markings- compacted in layers to 95%compaction,using manual or mechanical 7. When the irrigation system is completed,perform a coverage test in . LH (909)484-28M FAX: (909)484-2902 L-7
3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal the presence of the City of Rancho Cucamonga to determine if the
1. As-builts drawings shall be approved by the City of Rancho 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 NG LO.
Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct any W
I C. Schedule or class JAE - DATE 06/04/99 RLA NO. 2M4 A115'_ - 1
- - -
. PROJECT SHEET NO. OF
/ I
0
PtANTTNG SPECMCA71ONS
PART I -GENERAL PART 2-EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Itesponsffittfty and Coordinatiow.
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,es sible 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 pm,ent 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
1.02 Standards: 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.
accepted and will he replaced at Contractor's expense.
All work and materials shall comply with governing codes,safety orders,standards, 2.02 Installation: E Sizes of Plant -Shall be as stated on the Plan. Container stock(1-gallon,5 6.05 Non-Selective Herbicidesc
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 he. cides(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 06iality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substitution -Substitutions for indicated plant material will be permitted 6.06 Selective Herhicides:
A. Ali Contractors performing Site Development work,must be licensed in shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and
accordance with the laws of the State of California. are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mixtures(as reconiniertded by
Native,On-Site Sod 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,5-3-1 15 lbs/cy specifications.
B. Contractor shall provide the Landscape Architect and the City with a fist of Iron Sulfate 2 lbs/cy 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Apprmred -Plants not approved are to be.en oved 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,pei ei ntal g.as and weeds existing in
reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest
C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen berm to form watering basin around each Control Advisor's recommendations.
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 cover areas after finish
landscape Architect and City to give starting and completion dates. Frades 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 shall also supply the Landscape Architect and City with the name PART-3 -SOIL PREPARA71ON AND FINISH GRADING
and telephone number of the person in charge of the work. installation of said lawns or ground cover to provide for thorough watering I" - 2" below the surface of the soil. Physically remove all weeds from the site.
3.01 Scope of Work. of trees. All planting holes shall be excavated as defined on appropriate PART 7-IANrr*CAPE MAINTIENANCE
1.04 Responsibilities and Coordination: details.
A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work:
A. Pe-rmits: 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 he performed. areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall he as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing
B. Existing Conditions: The Contractor shall verify all conditions and specifications. all maintenance requirements as reasonably implied or as delineated in the
ifications 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 4.04 Trees Stakes: sped
work under this contract. The Contractor shall verify the location and depth required. Maintain all plants and planted areas.
of all underground utilities prior to start of work. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for
further information. Keep planted areas free of weeds and debris.
C. Temporary Utilities: The Contractor-shall apply for and pay all cost incurred C_ Cleaning and finish grading of planters areas and planting areas. Prune trees and shrubs.
PART S -GROUND COVER ANT)BEDDING PIANTS Fertilized all plants and planted areas.
for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: Irrigation.
by him for the construction of the project. Temporary services shall be Insecticide spraying.
coordinated with the City,and other contractors on the job site. A. l5dsting on-site sails listed as'acceptable'under'Site Grading'specification. 5.01 Scope of Work.
D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment and peiform all work necessary for and 7.02 Fertilizers:
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 incidental to installing all ground cover and bedding plants,as shown on plans,as A. Commercial fertilizers with an anadysis of 5-3-1-Gro-Power Plus,and 12-8-8
shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than I reasonably implied,or delineated in the specifications. Gro-Power Controlled Release Nitrogen,as designated herein,or approved
part per million as measured on the saturation extract. The sodium
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: substitute as required by the Agronomic soils report. Available from Gro
detours required by him for the construction of the project. All temporary In order to ensure conformance,samples of the imported soil shall be Power(909) 393-3744.
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project Perennials and Annuals- Provide healthy container grown plamts from a recognized B, Ammonium Sulfate: Granular form containing not less than 2 1%nitrogen and
City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State
1.05 Defective and Unauthorized Work: to City for approval. Soil test to include analysis and recommendations. 5.03 Ground Cover: Department of Agriculture in compliance with Article 2- "Fertilizer Materials,"
3.03 Soil Amendments: Section 1030 of the Agricultural Code.
All work which is determined by inspection to be defective in its construction or Ground Cover. Provide ground cover of the species shown on plans. Ground cover 7.03 General-
deficient in any of the requi,en ents of the plans and specifications,shall be 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.en oved,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landsc irrigation and planting.
acceptable to the Landscape Architect and City. 5.04 Mulch:
3.04 Soil Preparation:
1.06 Inspections: Mulch: Shall be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed
All work on irrigation system shall be complete and inspected for recom..ended 4pring the progress of the work,and continue to maintain them until final acceptance
The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination- of total project. Replace any dead or dying plants as directed by the Landscape
and governing 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
the inspection pertaining to the project scope of work will apply: After rough grades have been established,pi epai all Lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established 0 og,an to anal.tain
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 health),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 Lines and Catch Basins. which all rock and debris more than I" 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
Soil Preparation and Finish Grading. Apply ,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs
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 plahting area; 5.06 Installation: permission from the City.
- 7 Days.
Final Inspection(after maintenance period)-7 days. 4 cubic yards of rittrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants In moist Son and space as indicated on plan& B, Weed Control: Keep all planted arew free of weeds and debris by cufttvating
The contractor shall arrange a Preconstruction job conference with the Landscape 200 lbs.of Gro-Pbwer or approved equal. Each plant shall be planted with its proportionate amount of soil so as to minimize areas at intervals not to exceed 10 calendar days.
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.
Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restom smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginni. of ntahnenance
A. Plant Materials: All t. 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 guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing Laboratory approved by the project Landscape planter area after grade is established. Watering shall begin immediately after pest control,to keep all plants and planted areas free of insects and disease.
for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to an),applications. Pest Control
Trees 24" box&larger 1 year job conference. 5.07 Protection: shall include Gopher control.
Trees 15 gal.&smaller I year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by Landscape Architect,
Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program.
Bedding Plant 120 days planting. All flow lines shall be maintained and proper toierances shall be met after
Lawn (sod) 120 days settlement at the end of the project maintenance period. PART 6-WEED ABAMIENT Remove trash weekly. Eidge ground cover to keep in bounds and trim top
Lawn (seed) 120 days from first mowing 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 Libor necessary to pet fbit. all work as indicated PART It- ACCEPTANCE OF PROJECT
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.
and within 5 days from receiving written notice from the Landscape Architect 8.01 General:
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 Qpality 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 mfirl...u.. of ISO 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
Construction Materials- The contractor shall guarantee all workmanship and PART 4-TRUIS ANIISHIU 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.
1.09 Nbterial and Labor Rek-ases: 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 OF REVISION
day period,due to defective maintenance,then continue establishment until DATE APPROVED
Prior to the installation of any weed control materials,the Landscape Contractor shall
1.09 Disposal and Clean-up- A. Nomenc -Plant names indicated on the drawings conform the"Standard all work meets with the Specifications and can be approved.
submit to the Landscape Architect/City a list of the weed control mateiials and
Plant Names"established by the American joint Committee on Horticulture.
Remove all waste materials(including excavated material classified as unacceptable quantities per acre intended for use in controlling the weed types prevalent and CITY of RANCHO CUCAMONGA
soil material),trash and debris generated or encountered during the course of Except for names covered therein,the established custom of the nursery is expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor B. At termination of establishment period all plant material shall be live,
landscape construction,and legally dispose of it. During the course of the work, followed. shall furnish the landscape Contractor and Landscape Architect and City data to healthy,undamaged,and free of infestation. Inferior plantings shall be
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 L Condition -Plants shall be symmetrical,typical for variety and species,sound, demonstrate the compatibility of the weed control materials and methods with the work will be made. All areas shall be neatly raked and free of weeds. LOT 111311 LMD
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 intended planting and seed varieties present.
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 AT
upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no
VICTORIA STREET
caw shall trees be topped.
PLANTING SPECIFICATIONS
APPROVED BY: 0 A T E ,6,61*ep�
CITY ENGINEER/�JJ&JJ&CM &46W CE N0 .24953
DESIGN ARCHITERRA DESIGN GROUP
L A N D S C A P E LH LANDSCAPE ARCHITECTURE
ARCHITECTURE SITE PLANNING
DRAWN 108W TOWN CENMR DR.,SM.128 SHEET
SITE PLANNING RANCHO CUCAMONGA,CA 0730 L-8
10630 Town Centpr or.su'W 1 28 LH (W9)484-2WO FAX: (W9)484-2=
Rancho Cucarn Ong& CA 9 1730
1909 484-2800
1)1091464-2802 CHECKED DRAVVING NO.
Atcherd Krumw4ft I (a q 5,-L,
CA Lic 02834 AZ Le 0 29115 W Lie#445 JAE DATE 06104199 RLA NO. 2834
PROJECT SHEET NO.
-OF
LIGHT POLE - TYPICAL ELECTRICAL SERVICE PEDESTAL &
REFER TO SPECIFICATION IRRIGATION CONTROLLER.
VOLTAGE LIMIT OF WORK
DROP 2.9% L__
3
WALKWAY
(D (D
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LIMIT"OF WORK
3#8. #10GND, 1-
LIGHT POLE SPACING TYPICAL ENTIRE RUN
70 FT TYPICAL
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20A 100A COMBINAT10N ELECTRICAL SERVICE & 4" THICH CONCRETE APRON LIGHT FIXTURE SPECIFICATION
1 2 IRRIGATION CONTROLLER PEDESTAL
5.8 AMPS LIGHTS z 120/240V 1PH 100A
20A 1 00A;�c_ 10OW HIGH PRESSURE SODIUM POLE LIGHT. IES TYPE 2 LIGHT DISTRIBUTION. WTH INTERNAL
3 /-, 24 ' CONCRETE FOOTING HOUSE-SIDE SHIELD, MULTI-VOLTAGE HPS BALLAST, 8" ARM.
4.6 AMPS LIGHTS .F POLYCARBONATE LENS SHIELD, SOLT-DOWN BASE COVER, 1OFT STRAIGHT 4- SQUARE STEEL
ALTERNATE TWO 120V CIRCUITS POLE, FINISH: DARK BRONZE POLYIEURYTHANE.
20A 100-2P PANEL TO LIGHT FIXTURES. ANCHOR BOLTS (4)
5 6 PHOTOCELL AT A RVICE PEDESTAL. GRADE
IRRIG ___W I F
CONTR 3" C.0. TO 3#8. #10GND, 1' EARTH ELECTRICAL DATA: 120V LINE; 10OW-HPS - 1.15 AMPS; 15OW-HPS - 1.60 AMPS
7 8 ELEC UTILITY
REQUIRED ILLUMINANCE: AT LEAST 0.5 FOOT-CANDLES (5 LUX) HORIZONTAL MAINTAINED AT
IRRIG GROUND LEVEL. LIGHT CUT-OFF AT REAR OF FIXTURES DUE TO ADJACENT HOMES.
9 10 CONTR.
L - — - — - — - — - — - MANUFACTURER: DELTA LIGHTING SYSTEMS INC., 165 BUSINESS CENTER DRIVE,
#8 SPARE 1m STUB-OUT 0 0 CORONA CA 91720, (909) 280-1950, FAX (909) 279-6608.
1/2" 10 FT APPROXIMATE DISTRIBUTER SELLING PRICE: S550/EA. + TAX.
11 12 POLE 1FT -100HPS-DBP-TYPE2-PCR-LS-BDBC-HS.
ORDER #EZA
GROUND WATER FOOTING 0 0
ROD PIPING RE-BAR
\\ANCHOR"BI
0
WIRING DIAGRAM 10, 1 9DEWALK HAZARD WARNING
ELECTRICAL SERVICE PEDESTAL PER RANCHO CUCAMONGA CITY STANDARDS #522 & 524, SHOWN CONTRACTORS SHALL INSPECT THE JOB-SITE AND REVIEW THE CONDITIONS OF EXISTING
ON LANDSCAPE DRAWING SHEET L-5, DETAIL 'H' & T. OVERHEAD ELECTRIC UTILITY LINES AND TAKE PRECAUTIONS TO AVOID CONTACT WITH THESE
ELECTRICAL SERVICE HAZARDS. DO NOT OPERATE CRANES, LIFTS OR OTHER OVERHEAD LIFTING DEVICES NEAR THE
OVERHEAD ELECTRICAL LINES.
PEDESTAL ELECTRICAL SINGLE LINE DIAGRAM POLE BASE TOP
VIEW SCOPE OF CONSTRUCTION
FURNISH AND INSTALL ELECTRICAL SERVICE PEDESTAL, WALKWAY UGHTING AND ELECTRICAL
WRING.
ELECTRICAL SYMBOLS rp bcg C.L.
0 1 9I)a USS EWMWEMG. W.
NOTE: EQUIPMENT SINGLE RECEPTACLE CEILING FIXTURE 45' CHAMFER
NOT
Install lightin contactor inside of IDENTIFIER 00 APPROX 1" X I*
0 a - Switch Log
DUPLEX RECEPTACLE WALL FIXTURE
and PHOTOMLL on outside of LIGHTING (��r
EI cl X-FIXTURE TYPE 40 FLOOD OR SPOT
lectrical Service Pedestal. IE7 Y=QUANTITY 208V/240V RECEPTACLE -T— /4-- (3) #3 TIES X E]W.5"
F (gr -0- POLE LIGHT 1 FT NEAR TOP
DRAWING NOTE ABOVE T=�
(1# QUAD (4) RECEPTACLE -0 POLE WTH ARM GRADE CONCRETE APRON
C) EQUIPMENT NUM13ER FLOOR RECEPTACLE —OPEN FLUORESCENT 1 FTBASE WALK WAY GRADE
I
ROOM NUMBER FLUORESCENT
CEILING RECEPTACLE SIDEWALK
REVISION NUMBER (D EXIT LIGHT LIGHTING DESIGN ELECTRICAL ENGINEERING
@SPECIAL 2862-A WALNUT AVENUE * (714) 730-0222
: @ SPEAKER OOTING TUSTIN, CALIFORNIA 92780-7083 U.S.A.
(D THERMOSTAT FOOTING ACAD-14 FILE. 99012-1.1701C 7 JUNE 19"
EXHAUST FAN DEPTH COPYRIGHT NOTICE. LISS EN(WEMG, INC IS PLOT SCALE: I' - 3OFT (1:360) 2eX36" PAPER
-A REPR UCTION
THE COPYRIGHT OWNER OF THS DOCUMENT WITH ALL RIWTS RESERVED. OD
WP WEATHERPROOF NOTE: RECEPTACLES 0 +15" TI-IIS DOCUMENT IN WHOLE OR IN PART. OR ALTERATIONS FOR USE ON A PROJECT OTHER THAN THAT DESCRIBED IN THIS DDCUMENT'S
FBO FURNISHED BY OTHERS UNLESS NOTED MOTOR #3 TIES X [] 012" TITLE BLOCK OR TITLE PAGE WITHOUT WRITTEN PERMISSION FROM LISS ENGNEERING IS A VIOLATION OF FEDERAL COPYRIGHT LAW.
-4-. GROUND TV OUTLET
NL NIGHT LIGHT (4) ANCHOR BOLTS
NEC NATL ELECTRICAL CODE SINGLE POLE SWTCH 0 JUNCTION BOX NO SCALE
$0 a - Switch Leg V COMPUTER/DATA
M TELEPHONE TERMINAL
$ DOUBLE POLE (DPST) PROFILE VIEW —4#5 VERTICALS
CO CONDUIT ONLY 2 V TELEPHONE j/ 11 1 EA CORNER
E EMERGENCY POWER $3 3-WAY SWITCH (SPDT) PANELBOARD LIGHT POLE I I . .
T__ -7
CU COPPER CONDUCTOR $K KEY SWITCH Z CONTACTOR OR FOOTING WIDTH - DES CRIP TION 0 F R E V IS 10 N DATE APPRO.
AL ALUMINUM CONDUCTOR DIMMER SWITCH MOTOR STARTER OR DIAMETER VED
IMC INTERMEDIATE METAL C. $D [2 DISCONNECT SWITCH C IT Y o f R A N C H 0 C U C A M 0 N G A
MOTOR SWITCH e"'N
RMC RIGID METAL CONDUIT $M CIRCUIT BREAKER REFER TO STRUCTURAL ENGINEERING CALCULATIONS FOR
RNMC RIGID NON-METALLIC C. $L LIGHTED SWITCH FUSIBLE SWTCH FOOTING DEPTH DIAMETER.
EMT ELEC. METALLIC TUBING NOTE: SWITCHES 0 +m. TRANSFORMER LIGHT POLE FOOTING TRACT 15915 - LOT "B" IMPROVEMENTS
FMC FLEXIBLE METAL COND. UNLESS NOTED AT VICTORIA STREET
0 30 ELECTRICAL PLANS
Underground Service Alert I _j APPRUVED BY : DATE :
SCALE - FEET
all: TOLL FREE CITY ENGINEER 111.),bir,- P/_ RCE No , 2053
/_ Kk'�ITERRA DESOFG–Roup
DESIGN SL LANDSCAPE ARCHITECTURE RE��rFDED
SITE PLANNING
1-800 ;j NM 1185 rn 11111 TOIN IMI DR S11!tl
I)RAWN 0 SHEET L--'9
RANCHO CUCAMONGA, 112 2
C:> SL
227-2600 41111 Z - (909) 484 2800 FAK: (A9�)
rc I k I C. CHECKED DRAWING 0 .
TWO WORKING DAYS BEFORE YOU DIG I = 30' SL 06/04/99 2834 7-
OF CAV DATE RU NO* 51
SHEET 07
E L E C T R I C A L PART 3 - EXECUTION
SECTION 16010 - GENERAL PROVISIONS 2.02 SUBSTITU11ONS
WERE MANUFACTURERS AND MODEL NUMBERS ARE SPECIFIED, NO SUBSTITUTION IS 3.01 TRENCHING SECTION 16500 - LIGHTING
PART 1 - GENERAL PERMITTED EXCEPT AS FOLLOWS: TRENCHING SHALL BE DUG TO PROVIDE MINIMUM WRING DEPTH AS SPECIFIED IN
A WRITTEN CHANGE ORDER APPROVED BY THE ENGINEER MUST BE OBTAINED BY THE N.E.C. ARTICLE 300 AND ARTICLE 710. PART 1 - GENERAL
1.01 GENERAL REQUIREMENTS ELECTRICAL CONTRACTOR. THREE (3) COPIES OF THE PROPOSED MANUFACTURER'S DATA WHERE THE USE OF A TRENCH IS SHARED, A MINIMUM SEPARATION OF 12 INCHES (30
ALL PROVISIONS OF DIVISION 1. GENERAL REQUIREMENTS. SHALL APPLY TO THIS SHEET SHALL BE SUBMITTED WITH THE SUBSTITUTION REQUEST A MINIMUM OF TEN (10) CM) SHALL BE MAINTAINED BETWEEN EACH OF THE FOLLOWING: 1.01 DESCRIP11ON
DIVISION. DAYS BEFORE THE DAY BIDS ARE DUE. ALL LIGHTING FIXTURES SPECIFIED ON THE DRAWINGS, EXCEPT THOSE FURNISHED BY
0-600 VOLT FEEDER OTHERS (FBO) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
1.02 REFERENCE SYMBOLS PART 3 - TESTING AND ADJUSTING OVER 600 VOLT FEEDER LIGHTING FIXTURES FURNISHED BY OTHERS SHALL BE INSTALLED AND WRED BY THE
ELECTRICAL PLAN AND DIAGRAM REFERENCE SYMBOLS ARE IN ACCORDANCE WTH THE LOW VOLTAGE (I.E. TELEPHONE, COMMUNICATIONS, ALARMS, SIGNALS, TV, CLASS 2 CONTRACTOR. THE SUPPLIER WLL DELIVER THE FIXTURES TO THE JOB SITE. THE
LEGEND SHOWN ON THE ELECTRICAL DRAWNGS. 3.01 ELECTRICAL GROUND TEST WRING) CONTRACTOR SHALL COORDINATE NTH THE SUPPLIER TO INSURE PROPER FIT, CLEARANCES
1.03 CODES AND STANDARDS THE MAIN ELECTRICAL SERVICE GROUND BUS SHALL BE GROUND TESTED WTH NON-ELECTRICAL LINES (I.E. WATER, SEWAGE, GAS) AND COMPLETENESS OF PARTS REQUIRED FOR INSTALLATION.
ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WTH ALL APPLICABLE CODES AND GROUNDING CONNECTIONS COMPLETED IN ACCORDANCE WITH THE SECTION. "SERVICE AND 1.02 QUALITY ASSURANCE
GOVERNING AUTHORITIES. NOTHING IN THESE PLANS OR SPECIFICAIONS SHALL BE DEEMED DISTRIBUTION, GROUNDING.* 3.02 WARNING TAPE LIGHTING FIXTURE ASSEMBLIES SHALL BE APPROVED BY A TES71NG LABORATORY
AS PERMISSION TO VIOLATE THESE CODES AND AUTHORITIES AND THE CONTRACTOR SHALL BE TESTING SHALL BE PERFORMED WTH EITHER A THREE OR FOUR POINT GROUND TESTER ALL UNDERGROUND ELECTRICAL LINES AND TELEPHONE LINES, EXCEPT WHERE COVERED RECOGNIZED BY THE CODE ENFORCING AUTHORITY AND BEAR THE APPROVAL LABEL OF THAT
HELD RESPONSIBLE FOR WORK WHICH IS NOT ACCEPTED. VIOLATIONS WHICH MAY BE SHOWN SUCH AS MANUFACTURED BY ASSOCIATED RESEARCH OR BIDDLE. BY A MINIMUM OF 4 INCHES (10 CM) OF FLOOR SLAB CONCRETE SHALL HAVE PLASTIC LABORATORY.
ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE WORK IS THE TOTAL RESISTANCE MEASURED BETWEEN THE MAIN SERVICE GROUND BUS AND THE WARNING TAPE INSTALLED IN THE TRENCH AT ONE FOOT (30 CM) BELOW FINISHED GRADE. FIXTURES SUBJECTED TO DIRECT OUTDOOR WEATHER SHALL BE *APPROVED FOR WET
DONE. IN THE EVENT OF A CONFLICT BETWEEN APPLICABLE CODES, THE MORE STRINGENT OR EARTH SHALL NOT EXCEED 25 OHMS UNDER DRY GROUND CONDITIONS. WARNING TAPE FOR ELECTRICAL LINES SHALL BE BRADY #UT-25-Y6. LOCATION" AND BEAR AN APPROVAL LABEL.
RESTRICTIVE REQUIREMENT SHALL PREVAIL. AS A MINIMUM, CONSTRUCTION SHALL COMPLY TESTING SHALL BE DOCUMENTED AND CERTIFIED BY A LICENSED ELECTRICIAN. WARNING TAPE FOR TELEPHONE LINES SHALL BE BRADY #UT-25-G6. FIXTURES SUBJECTED TO OUTDOOR WEATHER, YET PROTECTED FROM DIRECT RAIN AND
WITH THE FOLLOWING CODES: 3.03 VOLTAGE ADJUSTING 3.03 BACKFILL SNOW SHALL BE "APPROVED FOR DAMP LOCATIONS" AND BEAR AN APPROVAL LABEL. EXAM-
(A) NATIONAL ELECTRICAL CODE THE MAIN ELECTRICAL SERVICE VOLTAGE AND POWER TRANSFORMERS SHALL BE BACKFILL SHALL BE COMPACTED TO THE RELATIVE COMPACTION OF 90 PLES ARE INSTALLATIONS UNDER EAVES, OUTDOOR STAIRWELLS AND OPEN CAR PORTS.
(B) CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, PARTS 2 & 3 ADJUSTED TO PROVIDE A REQUIRED UTILIZATION VOLTAGE, IN ACCORDANCE WTH THE X AS DETERMINED BY A SOILS MOISTURE DENSITY TEST IN ACCORDANCE WHERE MANUFACTURER AND MODEL NUMBERS ARE SPECIFIED, NO SUBSTITUTIONS ARE
FOLLOWING PROCEDURE AFTER COMPLETION OF WRING AND CONNECTION. WITH ASTM#D-689. TESTING SHALL PERMITTED UNLESS APPROVED BY THE ENGINEER IN ACCORDANCE WITH THE GENERAL
TURN ON UTILIZATION EQUIPMENT (I.E. LIGHTING, AIR CONDITIONERS, EQUIPMENT, PROVISIONS OF THESE SPECIFICATIONS.
1.04 PERMITS ETC.) TO PRODUCE A LOAD OF 25% OF THE MAIN-SWITCH CONTINUOUS LOAD CAPACITY. BE PERFORMED BY AN INDEPENDENT TEST LAB. LIGHT FIXTURE ASSEMBLIES SHALL BE MANUFACTURED IN ACCORDANCE WTH THE
THE CONTRACTOR SHALL PAY FOR AND OBTAIN THE REQUIRED GOVERNMENTAL INSPECT- BALANCE LOADS BETWEEN PHASES. 3.04 WIRE PULLING APPLICABLE STANDARDS OR SPECIFICATIONS OF UL. NEMA. & IEEE.
ION PERMITS FOR THIS SECTION OF THE PROJECT. COORDINATE WITH THE SERVING ELECTRICAL UTILITY TO PROVIDE A VOLTAGE OF USE WIRE PULLING LUBRICANTS APPROVED FOR THE PURPOSE SUCH AS IDEAL "YELLOW- 1.03 SUBMITTALS
1.05 ELECTRICAL DRAWINGS 117 V; +/- 4 V FOR EACH PHASE TO PHASE AS MEASURED AT THE MAIN SERVICE 77m. NICKED OR SCRAPED INSULATION SHALL REQUIRE REMOVAL AND REPLACEMENT OF FIVE COPIES OF CATALOG PAGES OR DRAWNGS SHALL BE SUBMITTED TO THE
THE ELECTRICAL DRAWINGS, WHICH CONSTITUTE AN INTEGRAL PART OF THIS DISCONNECT. WIRES. ENGINEER OF EACH LIGHT FIXTURE FOR APPROVAL BEFORE PURCHASE ORDERING.
CONTRACT, SERVE TO INDICATE THE GENERAL LAYOUT OF THE ELECTRICAL SYSTEMS. FIELD
VERIFICATIONS OF LOCATIONS ON PLANS IS REQUIRED SINCE ACTUAL LOCATIONS DISTANCES SECTION 16100 - BASIC MATERIALS AND METHODS 1.04 DELIVERY AND SCHEDULE
AND MOUNTING HEIGHTS WILL BE GOVERNED BY FIELD CONDITIONS. REQUESTS FOR CATALOG SHEET SUBMITTALS AND THEN PURCHASE ORDERING OF
PART 1 - GENERAL SECTION 16400 - SERVICE AND DISTRIBUTION FIXTURES SHALL BE MADE IMMEDIATELY AFTER CONTRACT EXECUTION TO ASSURE TIMELY
1.06 TEMPORARY POWER PART 1 - GENERAL DELIVERY OF FIXTURES TO COMPLY WITH THE CONSTRUCTION SCHEDULE.
TEMPORARY POWER AND LIGHTING SHALL BE PROVIDED AS REQUIRED TO SERVE ALL 1.01 DESCRIPTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING PROPERLY TIMED PURCHASES TO
TRADES IN THE VOLTAGE, AMPACITY, PHASE AND DURATION THROUGH COMPLETION OF THE ALL BASIC ELECTRICAL MATERIALS REQUIRED FOR A COMPLETE AND OPERABLE 1.01 DESCRIPTION COMPLY WTH -THE MANUFACTURER'S DELIVERY SCHEDULE. WITHIN TWO WEEKS OF
PROJECT. ELECTRIC UTILITY CHARGES SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. ELECTRICAL SYSTEM SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SERVICE AND DISTRIBUTION EQUIPMENT SPECIFIED ON THE DRAWINGS SHALL BE CONSTRUCTION CONTRACT EXECUTION. THE ENGINEER SHALL BE NOTIFIED IF A
FURNISHED AND INSTALLED BY THE CONTRACTOR. THE SERVICE AND METERING FACILITIES MANUFACTURER IS UNABLE TO MAKE DELIVERIES TO COMPLY WITH THE CONSTRUCTION
1.07 PERMANENT POWER 1.02 QUALITY ASSURANCE SHALL CONFORM TO THE UTILITY COMPANY REQUIREMENTS. CONSTRUCTION SHALL BE IN SCHEDULE.
THE CONTRACTOR SHALL APPLY FOR SERVICE AND COORDINATE "TURN-ON" OF POWER. MATERIALS SHALL BE NEW AND DELIVERED IN UNOPENED CONTAINERS AS PACKED BY ACCORDANCE WITH THE SERVING UTILITY'S APPROVED DRAWING FOR THIS PROJECT AND
THE MANUFACTURER. PUBLISHED SPECIFICATIONS OF REQUIREMENTS. THE DRAWINGS OF THIS PROJECT SHOW 1.05 GUARANTEE
1.08 COORDINATION WHERE AN APPROVAL STANDARD EXISTS, MATERIALS SHALL BE "LISTED" BY A TESTING UTILITY INFORMATION FOR REFERENCE FOR BIDDING ONLY. THE QUAUTY, INTEGRITY AND PROPER PERFORMANCE OF LIGHTING FIXTURES SHALL BE
COORDINATE CONSTRUCTION WTH OTHER CRAFTS AND PROVIDE REQUIRED LINE VOLTAGE LABORATORY RECOGNIZED BY THE CODE ENFORCING AUTHORITY. THE MATERIALS OR THEIR CONTRACTOR SHALL APPLY FOR THE SERVICE IN THE NAME OF THE OWNER AND GUARANTEED FOR ONE YEAR FROM DATE OF INSTALLATION AT THE JOB SITE. THIS JNCLUDES
CONNECTION TO ELECTRICAL EQUIPMENT INSTALLED BY OTHERS. REVIEW DRAWNGS OF OTHER PACKAGING SHALL BEAR THE LISTING LABEL OR PRINTED OR STAMPED ENDORSEMENT. REQUEST AND OBTAIN SERVICE CONNECTION PRIOR TO REQUEST FOR FINAL INSPECTION. INTEGRITY OF HOUSING, DIFFUSER, BALLAST AND WRING.
TRADES TO INSURE CONSTRUCTION OF COMPLETE AND OPERABLE SYSTEMS. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE UL, NEMA & LAMP BURN-OUTS SHALL BE GUARANTEED AS FOLLOWS, WITH TIME PERIOD STARTING AT
IEEE STANDARDS OR SPECIFICATIONS AS APPLICABLE. 1.02 QUALITY ASSURANCE THE DATE OF SUBSTANTIAL COMPLETION:
1.09 CLEANING ALL SERVICE AND DISTRIBUTION EQUIPMENT SHALL BE APPROVED BY A TESTING INCANDESCENT -ONE MONTH; FLUORESCENT -SIX MONTHS; METAL HALIDE
EXPOSED PARTS OF ELECTRICAL EQUIPMENT SHALL BE COMPLETELY AND THOROUGHLY 1.03 SUBMITTALS LABORATORY RECOGNIZED BY THE CODE ENFORCING AUTHORITY AND BEAR THE APPROVAL -SIX MONTHS; MERCURY VAPOR -SIX MONTHS; SODIUM -ONE YEAR.
CLEANED OF CEMENT. PLASTER AND ANY OTHER MATERIALS. ALL SCRATCHED OR DAMAGED THREE COPIES OF A LIST OF MANUFACTURER'S PART NUMBERS AND ITEM DESCRIP11ON LABEL OF THAT LABORATORY.
MATERIAL SHALL BE REPLACED OR REFINISHED TO THE SATISFACTION OF THE OWNER. SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE PURCHASING. EQUIPMENT SHALL BE MANUFACTURED IN ACCORDANCE WTH THE APPLICABLE
STANDARDS OR SPECIFICATIONS OF UL, NEMA, IEEE, AND THE SERVING UTILITIES. PART 2 - PRODUCTS
1.10 AS-BUILT DRAWINGS PART 2 - PRODUCTS
MAINTAIN A SET OF AS-BUILT PRINTS WITH THE CHANGES INDICATED. DELIVER THESE 1.03 SUBMITTALS 2.01 HIGH INTENSITY DISCHARGE FIXTURES
PLANS TO THE ENGINEER AT PROJECT COMPLETION. 2.01 CONDUIT - GENERAL APPLICATIONS FIVE COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EACH PANELBOARD, LOAD HIGH INTENSITY DISCHARGE FIXTURES INCLUDE MERCURY VAPOR. METAL HALIDE, LOW
APPLICATION OF CONDUITS UNDER CERTAIN SPECIFIED CONDITIONS ARE DEFINED UNDER CENTER, & ELECTRICAL PEDESTAL SHALL BE SUBMITTED TO THE ENGINEER FOR AND HIGH PRESSURE SODIUM.
1.11 WARRANTY AND GUARANTEE *CONDUIT - SPECIAL APPLICATIONS". APPROVAL BEFORE EQUIPMENT MANUFACTURING. THE BALLASTS SHALL BE OF THE FOLLOWING TYPE:
THE CONTRACTOR WARRANTS AND GUARANTEES TO THE OWNER AND THE ENGINEER THAT
ALL MATERIALS AND EQUIPMENT WILL BE NEW UNLESS OTHERWISE SPECIFIED, THAT ALL RIGID METAL CONDUIT - STEEL (RMC) SHALL BE MILD STEEL, HOT-DIPPED TWO COPIES OF MANUFACTURER'S SHOP DRAWINGS OF THE ELECTRICAL SERNACE MERCURY VAPOR - CONSTANT WATTAGE AUTOTRANSFORMER (CWA)
WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS OR DEFECTS, WILL BE IN ACCORDANCE GALVANIZED INSIDE AND OUT. FITTINGS SHALL BE TAPERED PIPE THREAD; RUNNING EQUIPMENT SHALL BE SUBMITTED TO THE SERVING ELECTRICAL UTILITY FOR APPROVAL METAL HALIDE - CWA
WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND ANY INSPECTIONS, TESTS OR THREADS OR SPLIT COUPLINGS ARE NOT PERMITTED. REPUBLIC STEEL OR EQUAL. BEFORE EQUIPMENT MANUFACTURING. HIGH PRESSURE SODIUM - HIGH LEAKAGE REACTANCE HIGH POWER FACTOR (HX-
APPROVALS. ALL UNSATISFACTORY, FAULTY OR NON-CONFORMING WORK SHALL BE RIGID METAL CONDUIT - ALUMINUM (RMC) SHALL BE EXTRUDED FROM PRIMARY 6063 ONE COPY OF TRANSFORMER MANUFACTURER'S TEST REPORT SHALL BE FORWARDED HPF) OR CWA
CONSIDERED DEFECTIVE AND SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ALL ALUMINUM ALLOY. FITTINGS SHALL BE ALUMINUM WITH TAPERED PIPE THREADS. KAISER TO THE ENGINEER ON COMPLETION OF TRANSFORMER TESTING AND CERTIFICATION PER LOW PRESSURE SODIUM - HIGH POWER FACTOR
DEFECTIVE WORK, WHETHER OR NOT IN PLACE, MAY BE REJECTED, CORRECTED OR ACCEPTED. ALUMINUM OR EQUAL. ANSI STANDARD JC57.12.90 OR 12.91.
RIGID NON-METALLIC CONDUIT (RNMC) SHALL BE POLYVINYL CHLORIDE, SCHEDULE 40 1.04 DELIVERY AND SCHEDULE STARTING TEMPERATURE RATING SHALL BE -20-F(-29-C) OR LOWER.
1.12 WORKMANSHIP & SAFETY AND 90*C RATE. CARLON OR EQUAL. BALLAST MANUFACTURER SHALL BE ADVANCE. SOLA, GE, JEFFERSON, WDE UTE,
CONSTRUCTION SHALL BE IN COMPLIANCE WTH THE "STANDARD OF INSTALLATION" AS ELECTRICAL METALLIC TUBING (EMT) SHALL BE MILD STEEL, ELECTRICALLY WELDED THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING PROPERLY TIMED PURCHASE MCGRAW-EDISON OR ROBERTSON.
PROMULGATED BY THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION. ALL ELECTRICAL AND GALVANIZED PER ANSI #C80.3 AND FED SPEC #WW-C-563. REPUBLIC OR EQUAL. IN ORDERS AND MAKING SHOP DRAWING REQUESTS TO COMPLY WITH CONSTRUCTION SCHED- FIXTURES USING A VERTICAL BURNING METAL HALIDE LAMP SHALL HAVE A PROTECTIVE
WORK SHALL BE PERFORMED BY OR SUPERVISED BY A STATE LICENSED ELECTRICIAN W"O DAMP LOCATIONS, FITTINGS SHALL BE GLAND COMPRESSION TYPE MALLEABLE IRON. IN DRY ULES. SHIELD INSTALLED TO ENTRAP GLASS IN THE EVENT OF LAMP IMPLOSION.
SHALL TAKE FULL RESPONSIBILITY OF PROPER AND SAFE WORKMANSHIP AND CERTIFY COM- LOCATIONS, FITTINGS SHALL BE ALL STEEL, ZINC PLATED, SET-SCREW TYPE. O.Z. GEDNEY PART 2 - PRODUCTS 2.02 LIGHTING POLES
PLIANCE WITH THESE SPECIFICATIONS AND APPLICABLE CODES. NEITHER THE OWNER, OR EQUAL. NEITHER "PRESSURE CAST", ZINC DIE-CAST, NOR "INDENTER" TYPE EMT REFER TO THE DRAWINGS FOR FINISH REQUIREMENTS.
ARCHITECT, NOR ENGINEER SHALL OBSERVE THE WORK RELATING TO SAFETY, NOR SHALL FITTINGS SHALL BE USED. GLAND COMPRESSION TYPE MALLEABLE IRON FITTINGS MAY BE 2.01 MAIN SERVICE EQUIPMENT METAL POLES SHALL BE FURNISHED WTH A HAND-HOLE & REMOVEABLE COVER AND A
THEY BE RESPONSIBLE FOR WORK SAFETY. USED. THE ELECTRIC SERVICE PEDESTAL SHALL BE A FREESTANDING, DEADFRONT, DEAD- BRAZED-ON GROUNDING LUG OF BRASS INSIDE THE POLE. WERE ANCHOR BOLTS AND NUTS
IN CALIFORNIA, ELECTRICAL WORK SHALL COMPLY WITH THE CALIFORNIA ADMINISTRA- FLEXIBLE METAL CONDUIT (FMC) SHALL BE EITHER STEEL OR ALUMINUM AND UL REAR, SHEET METAL ASSEMBLY CONSISTING OF THE UNDERGROUND PULL SECTION AND ARE EXPOSED, A BASE COVER SHALL BE INSTALLED.
TIVE CODE, TITLE 8, "LOW VOLTAGE ELECTRICAL SAFETY ORDERS" AND "HIGH VOLTAGE LISTED. FITTINGS SHALL BE STEEL OR MALLEABLE IRON. COMBINATION METERS SOCKET WITH MAIN SERVICE SWITCH AND SUB-FEED DISTRIBUTION.
ELECTRICAL SAFETY ORDERS- (WHERE ABOVE 600 VOLTS). FOR ABOVE 600 VOLTS, ELEC- INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE UL LISTED AND CONFORM TO CIRCUIT BREAKERS OR FUSIBLE SWITCHES SHALL BE USED AS DEFINED ON THE
TRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C2). FEDERAL SPEC. #WW-C-581E. FITTINGS SHALL BE THE SAME AS (RMC). ALLIED CONDUIT OR DRAWINGS. FUSES SHALL BE OF A RATING AND CLASS AS SPECIFIED ON THE DRAWINGS. PART 3 - EXECUTION
EQUAL. ONE SET OF SPARE FUSES FOR EACH RATING AND CLASS SHALL BE PROVIDED.
1.13 JOB SITE INSPECTIONS SUB-FEED CIRCUIT BREAKERS AND SWITCHES SHALL BE IDENTIFIED BY USE OF 3.01 LIGHTING POLE BASES
THE OWNER, ARCHITECT, ENGINEER OR THEIR DELEGATES MAY VISIT THE JOB SITE 2.02 CONDUIT - SPECIAL APPLICATIONS ENGRAVED PHENOLIC NAMEPLATES. ALL SWITCHES SHALL BE LOCKABLE-OFF. CONCRETE BASE CONFIGURATIONS SHOWN ON THE DRAWING SERVE AS A GUIDE FOR
WITHOUT PRIOR NOTIFICATION AND MAY INSPECT THE CONSTRUCTION TO DETERMINE FEEDERS AND STRUCTURES FOR UTILITY SERVICES SHOWN ON THESE ELECTRICAL AVERAGE SOIL CONDITIONS. VARIATIONS MUST BE APPROVED BY A REGISTERED PROFESS-
COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE VISITORS SHALL NOTIFY THE GENERAL DRAWINGS ARE FOR PRELIMINARY REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR 2.02 PANELBOARDS IONAL CIVIL ENGINEER.
CONTRACTOR'S SUPERINTENDENT ON ARRIVAL. NOTHING IN THE INSPECTIONS OR VISITS OBTAINING FINAL PLANS OF THE SERVING UTILITY COMPANIES (ELECTRIC, TELEPHONE, TV, DISTRIBUTION PANELBOARDS SHALL BE EITHER LOADCENTERS OR PANELBOARDS AS THE BASE CONCRETE SHALL BE OF PORTLAND CEMENT AND HAVE A 28-DAY COMPRESSIVE
SHALL BE DEEMED AS INSPECTIONS OF SAFETY, WORK METHODS, TECHNIQUES, TOOLS, ETC.). AND CONSTRUCTING THE UTILITY SERVICES IN ACCORDANCE WITH THE UTILITY SPECIFIED ON THE DRAWNGS AND ALL OF THE SAME MANUFACTURER. STRENGTH OF 3,000 PSI. STRUCTURAL STEEL RE-BAR SHALL HAVE A MINIMUM TENSILE
TEMPORARY POWER, NOR OTHER CONTRACTOR TO EMPLOYEE OR CONTRACTOR TO CONTRACTOR PLANS. IN ANY EVENT, UNDERGROUND WARNING TAPE AND CONDUIT CONCRETE ENCASEMENT A CIRCUIT SCHEDULE DIRECTORY SHALL BE PREPARED AND INSTALLED ON EACH STRENGTH OF 60 KPSI.
OBLIGATIONS. THE VISITS WLL NOT INTERFERE NTH THE NORMAL PROGRESS OF THE SHALL BE INSTALLED WHEN SPECIFIED ON EITHER THESE ELECTRICAL DRAWINGS OR THE PANELBOARD OR LOADCENTER. CONCRETE BASES EXPOSED ABOVE GRADE BY MORE THAN 6 INCHES (15CM) SHALL BE
WORK. UTILITY PLANS. PANELBOARDS AND LOADCENTERS SHALL BE PROVIDED WTH THE NUMBER OF FULL, SAND-BLASTED TO EXPOSE THE ATTRACTIVE AGGREGATE.
AT OR NEAR COMPLETION OF THE FOLLOWING PHASES OF CONSTRUCTION, AN THE UNDERGROUND SECONDARY SERVICE FEEDER (BELOW 600 VOLTS) SHALL BE EITHER 3/4- NOMINAL, CIRCUIT SPACES SHOWN ON THE DRAWING. TANDEM, HALF-SIZE OR
ACCEPTANCE INSPECTION SHALL BE MADE OF THE ELECTRICAL CONSTRUCTION TO INSURE DIRECT BURIAL AS INSTALLED BY THE ELECTRIC UTILITY, OR CONDUIT. (REFER TO "PIGGY-BACK" CIRCUIT BREAKERS ARE NOT ACCEPTABLE, EXCEPT WERE SPECIFIED ON 3.02 LIGHTING POLES
COMPLIANCE WTH THESE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL NOTIFY ELECTRIC UTILITY PLANS.) CONDUIT ELBOWS SHALL BE A MINIMUM RADIUS OF 48 INCHES THE DRAWINGS. FREESTANDING SWITCHBOARDS SHALL BE FULLY-BUSSED TO PERMIT SET POLES PLUMB TO WITHIN ONE DEGREE.
THE ENGINEER AT LEAST TWO BUSINESS DAYS IN ADVANCE OF THE REQUESTED INSPECTION: (120 CM). THE INSTALLATION SHALL CONFORM TO THE SERVING ELECTRIC UTILITY INSTALLATION OF DEVICES ON APPROXIMATELY 60 INCHES HIGH USABLE AREA.
1) UNDERGROUND, BEFORE BACK FILL. 2) ABOVE GROUND ROUGH-IN, BEFORE WALL REQUIREMENTS. UNDERGROUND CONDUIT SHALL BE ANY OF THE FOLLOWING: PANELBOARDS OR LOADCENTERS SHALL BE IDENTIFIED WTH PANEL NUMBER AND 3.03 LAMPS
COVERING. 3) FINAL. RIGID NON-METALLIC CONDUIT (RNMC) PER ARTICLE 347 OF N.E.C., POLYVINYL VOLTAGE ON ENGRAVED PHENOLIC LAMINATED PLASTIC. (EXAMPLE: "P2" 208Y/12OV, LAMPS AND THEIR SPECIFIED COLOR RENDITION SHALL BE FURNISHED & INSTALLED IN
CHLORIDE, TYPE 11, DIRECT BURIAL. ELBOWS AND RISERS SHALL BE 3PH). THE RESPECTIVE LIGHT FIXTURES. LAMPS SHALL BE ORDERED NTH THE PROPER BASE
1.14 PROJECT PLAN SCHEDULE 80 AND UNDERGROUND STRAIGHT LENGTHS OF SCHEDULE 40 OR 80. (CANDELABRA, MEDIUM, MOGUL, ETC.) TO PROPERLY FIT RESPECTIVE FIXTURES.
THE ELECTRICAL CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER, IMMEDIA- STEEL RIGID METALLIC CONDUIT (RMC) PER ARTICLE 346 OF N.E.C. APPLY PART 3 - EXECUTION THE CONTRACTOR SHALL FURNISH SPARE LAMPS TO THE NEAREST 10% OF THE QUANTITY
TELY AFTER CONTRACT AWARD, A PROJECT PLAN SHOWING A WEEK-BY-WEEK ESTIMATE OF CORROSION RESISTANT PROTECTION PER *CONDUIT CORROSION PROTECTION" PARAGRAPH OF REQUIRED ON THE PROJECT, UP TO A MAXIMUM OF SIX LAMPS OF EACH TYPE.
PHASES OF CONSTRUCTION AND ADMINISTRATION. THESE SPECIFICATIONS. 3.01 GROUNDING LAMPS SHALL BE MANUFACTURED BY GE, PHILLIPS, SYLVANIA, OR OSRAM.
THE PLAN SHALL SHOW SUBMITTALS TO THE ENGINEER; RELEASE OF PURCHASE THE UNDERGROUND TELEPHONE FEEDER CONDUIT SHALL BE POWER & COMMUNICATIONS THE MAIN SERVICC GROUND BUS SHALL BE GROUND CONNECTED IN ACCORDANCE
ORDERS FOR MATERIALS; UNDERGROUND COMPLETION; ABOVEGROUND ROUGH-IN; AND DUCT, CARLON TYPE "DB." BENDS AND ELBOWS SHALL BE A MINIMUM BEND RADIUS OF 12 WTH ARTICLE 250 OF THE- N.E.C. BY ALL OF THE FOLLOWING METHODS:
PROJECT COMPLETION. TIMES TRADE SIZE OR 36 INCHES (90 CM), WHICHEVER IS GREATER. THE INSTALLATION A) WATER PIPE SYSTEM PER SECTION 250-81 (A), IF AVAILABLE ON THE PREMISES.
1.15 SUBMITTALS SHALL CONFORM TO THE TELEPHONE UTILITY REQUIREMENTS. 8) IF A METAL FRAME BUILDING, TO THE STRUCTURAL FRAME PER SECTION 250-81 (8)
THE CONTRACTOR SHALL SUBMIT REQUIRED CATALOG SHEETS AND/OR DRAWINGS AS 2.03 BOXES C) CONCRETE ENCASED ELECTRODE PER SECTION 250-81 (C) OR (D), OR IF NOT m m
DEFINED IN THESE SPECIFICATIONS FOR CHECKING AND/OR APPROVAL BY THE ENGINEER. OUTLET BOX SIZES SHALL BE IN ACCORDANCE WITH N.E.C. TABLE 370-6(A) & (B). PRACTICAL, WITH RODS, PIPES OR PLATES PER SECTION 250-83 (C) OR (D). AND sEcTION ININ vp
CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND 250-84. or 1111111,17H 1010.(1111
COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR BRANCH OUTLET BOXES FOR INDOOR APPLICATIONS SHALL BE A MINIMUM OF 4 INCH SQUARE
IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOB SITE, OR OCTOGON 3-X 1 1/2 INCH DEEP. THE TOTAL RESISTANCE, MEASURED FROM THE MAIN SERVICE NEUTRAL BUS TO THE LIGHTING DESIGN * ELECTRICAL ENGINEERING
FOR INFORMATION THAT PERTAINS SOLEY TO THE FABRICATION PROCESSES OR TO OUTLET BOXES IN WET LOCATIONS AND OUTLETS IDENTIFIED ON THE DRAWINGS AS GROUND SHALL NOT EXCEED 25 OHMS UNDER DRY GROUND CONDITIONS, PER SECTION 2862-A WALNUT AVENUE * (714) 730-0222
TECHNIQUES OF CONSTRUCTION, AND FOR COORDINATION OF THE WORK OF ALL TRADES. OWP" SHALL BE CROUSE HINDS SERIES "FS" OR EQUIVALENT. 250-84 (I.E. NO RAIN FOR PREVIOUS WEEK). TUSTIN, CALIFORNIA 92780-7083 U.S.A.
ALLOW TEN (10) CALANDAR DAYS FOR CHECKING BY THE ENGINEER. THE NEUTRAL OF SECONDARY WINDINGS OF POWER TRANSFORMERS SHALL BE ACAD-14 F1LE: 99012-2.DWG 10 JUNE 1999
2.04 CONDUCTORS (600 VOLT RATED) GROUNDED BY EITHER ONE OF THE FOLLOWING METHODS PER SECTION 250-26: PLOT SCALE: FULL (1:1) 24*X36* PAPER
1.16 PRE-CONSTRUCTION REVIEW CONDUCTORS #10 AING AND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWC AND
BEFORE BID SUBMITTAL. THE ELECTRICAL CONTRACTOR SHALL EXAMINE THE CONSTRUC- LARGER SHALL BE STRANDED. COPYRIGHT NOTICE: LISS ENGINEERING, INC IS THE COPYRIGHT OWNER OF THIS DOCUMENT WITH ALL RIGHTS RESERVM. REPRODUCTION 01,
TION DOCUMENTS AND THE JOB SITE TO ASSURE A COMPLETE AND COMPATIBLE ALL WRING SHALL BE OF CONDUCTOR MATERIAL AND INSULATION TYPE SPECIFIED ON A) TO A RIGID METALLIC WATER PIPE WHICH IS EFFEC11VELY GROUNDED. THIS DOCUMENT IN WHOLE OR IN PART, OR ALTERATIONS FOR USE ON A PROJECT OTHER THAN THAT DESCRIBED IN THIS DOCUMENTS
CONSTRUCTION PROJECT. INCONSISTANCIES. DISCREPANCIES, OMISSIONS OR CODE VIOLA- THE DRAWINGS. IN NO CASE SHALL ALUMINUM CONDUCTORS OF #6AWG AND SMALLER BE B) OTHER ELECTRODES PER N.E.C. SECTIONS 250-81 AND 250-83. TITLE BLOCK OR TITLE PACE WITHOUT WRITTEN PERMISSION FROM LISS ENGINEERING IS A VIOLATION OF FEDERAL COPYRIGHT LAW.
TIONS SHALL BE COORDINATED WITH THE ENGINEER BEFORE BIDDING. USED. C) REFER TO THE ELECTRICAL PLANS
NON-METALLIC SHEATHED CABLE (NM OR NMC) IS PERMITTED ONLY FOR BRANCH CIR- NON-METALLIC CONDUIT POWER RUNS SHALL CONTAIN A GREEN GROUNDING CONDUC-
1.17 RE-USE OF PLANS CUITS IN ONE OR TWO FAMILY RESIDEN11AL STRUCTURES OR IF SPECIFIED ON THE DRAW- TOR PER TABLE 250-95 OF N.E.C. FLEXIBLE METALLIC CONDUIT POWER RUNS SHALL
USE OF THE PLANS AND/OR SPECIFICATIONS FOR A JOB SITE OTHER THAN THIS PRO- INGS. FITTINGS FOR METAL BOX TERMINATIONS SHALL BE MALLEABLE IRON NTH CADMIUM CONTAIN THE GREEN GROUNDING CONDUCTOR AS ABOVE WEN REQUIRED BY THE CODE
JECT IS PROHIBITED. IN THE EVENT THAT A CONTRACTOR ATTEMPTS TO USE THESE ELEC- PLATING. ALUMINUM NON-METALLIC CABLE IS NOT PERMITTED OF #6 AWG OR SMALLER. ENFORCING AUTHORITIES OR BY N.E.C. SECTION 350-5.
TRICAL PLANS OR SPECIFICATIONS, OR ANY PORTION THEREOF, FOR A PROJECT OTHER THAN
THE LOCATION IDENTIFIED ON THESE PLANS, THAT CONTRACTOR SHALL INDEMNIFY AND HOLD 2.05 CONNECTORS 3.02 SWITCHBOARD PAD
HARMLESS THE ENGINEER, ARCHITECT, THEIR OFFICERS AND EMPLOYEES FROM ANY CLAIM, COPPER CONDUCTOR SPLICES AND TAPS OF #1OAWG AND SMALLER SHALL BE MADE WITH A CONCRETE PAD OF 3.5 INCHES (9 CM) MINIMUM HEIGHT ABOVE SURROUNDING
LOSSES, DAMAGES, INJURIES OR LIABILITIES ARISING FROM HIS USE OF THE PLANS AND SPRING CONNECTORS SUCH AS "SCOTCHLOK" BY 3M OR "WING NUTS" BY IDEAL (OR EQUAL). GROUND SHALL BE PROVIDED FOR ALL FREE-STANDING SERVICE PEDESTALS.
SPECIFICATIONS ON A JOB SITE OTHER THAN THE JOB SITE FOR WHICH THIS PROJECT WAS COPPER CONDUCTOR SPLICES OF #8AWG AND LARGER SHALL BE MADE NTH SPLIT-BOLT THE EQUIPMENT AND ANY TRANSFORMERS SHALL BE BOLTED TO THE CONCRETE PAD. D E S C R 11P T 10 N 0 F R E V IS 10 N
DESIGNED. ALL RIGHTS ARE RESERVED UNDER FEDERAL COPYRIGHT LAW. CONNECTORS SUCH AS BURNDY *SERVIT," OR FITTINGS SPECIFIED FOR ALUMINUM TERMINA- DATE APPROVED
TIONS, AS BELOW.
PART 2 - PRODUCTS UNINSULATED FITTINGS SHALL BE DOUBLE WRAPPED WTH -SCOTCH- #33+ ALL WEATHER
2.01 USED MATERIALS VINYL PLASTIC ELECTRICAL TAPE OR WITH "E-Z SEAL- #2200 VINYL INSULATING PADS, BY C IT Y o f R A N C H 0 C U C A M 0 N G A
USED CONSTRUCTION MATERIALS SHALL NOT BE INSTALLED IN THIS PROJECT. MATER- 3M. OR WTH SIERRA/TOMIC #4000 VINYL SEAL PADS.
IALS SHALL BE NEW AND BE DELIVERED TO THE JOB SITE IN ORIGINAL PACKAGING WERE ALUMINUM CONDUCTORS SHALL BE TERMINATED OR SPLICED WTH SWAGE TYPE ALUMINUM
PRACTICAL. COMPRESSION TERMINALS. SWAGING SHALL BE IN ACCORDANCE WTH THE MANUFACTURER'S
SPECIFICATIONS. TRACT 15915 - LOT "B" IMPROVEMENTS
OPTION: "S-L" CABLE CONNECTOR BY IDEAL MAY BE USED FOR ALUMINUM CONDUCTOR
SPLICES AND TERMINATIONS. FOR WIRE SIZES #2/0 AND SMALLER USE ONE BOLT LUG. AT VICTORIA STREET
FOR WIRE SIZES #3/0 AND LARGER USE TWO BOLT LUG.
IDEAL -NOALOX- #30-030 JOINT COMPOUND SHALL BE USED ON ALUMINUM CONDUCTOR
COMPRESSION TERMINATIONS OR SPLICES.
CONNEC11ONS IN DAMP LOCATIONS (UNDERGROUND PULL-BOXES, LIGHT POLES AND ELECTRICAL PLANS
WEATHER EXPOSED BOXES, ETC.) SHALL BE MOISTURE SEALED WTH SIERRA-TOMIC #4000
Underground Service Alert VINYL SEAL PADS, OR WITH 3M -EZ SEAL- #2200 VINYL SEAL PADS. S S 10A,
2.06 WRING DEVICES too"
=1 ALL SNAP SWITCHES AND RECEPTACLES SHALL BE IN'COMPLIANCE WITH "HEAVY DUTY" CITY ENGINEERA/A Ll&m �!Xzd,/ RCE No . 24953
Call: TOLL FDAH -1
REQUIREMENTS OF NEMA STANDARD WD1, AND COMMERCIALLY RECOGNIZED AS "SPECIFICATION / -ARCHITERRA
6 MAY 2W dw DESIGN ADWS I TG
,� GROUP RE�QWDED
GRADE-, EXCEPT AS NOTED ON THE DRAWINGS. RESIDENTIAL GRADE WRING DEVICES ARE SL LA DSCAPE TURE r\Tj
PROHIBITED, EXCEPT IN RESIDENTIAL AREAS OF RESIDENTIAL PROJECTS. "m SITE PLANNING
1-800 2.07 CORROSION PROTECTION PRODUCTS 114 No /I DRAWN 10630 TOWN CENm.ER DR STE �28 SHEET L- 10
FOR PROTECTION OF UNDERGROUND METALLIC CONDUIT & ENCLOSURES. SL RANCHO CUCAMONG� 0
# k, (909) 484-2800 FAX: '(5091484-2802
227-2600 PIPE WRAPPING TAPE: "H35-GRAY" BY TAPECOAT COMPANY, 1527 LYONS STREET, EVANSTON, I INCT14,
ILLINOIS 60204; 847/866-8500, OR (800) 758-6041, FAX (800) 332-8273. THE TAPE
CHECKED DRAW% NO
TWO WORKING DAYS BEFORE YOU DIG COMES IN WDTHS OF: 2", 4* AND 6" BY 75 FT LONG. 0 pr SL DATE 06/04/99 RLA N0. 2834 IV 37�L.#
SHEK F _
LIMIT OF WORK
VICTORIA STREET
.83 7.75 Ki C 1 , 1 1 7 1.1-11, 4 1
..............
_j
4 rip :1 PA a na 2—
&5 w A Ap AAD PQ 4 ASA 246 441N 11 PA 3 an 4_26 A a 7a 4_94 4-opi a A4 a
LIMIT OF WORK
17-1 F=
Ld
D
___J�7 1,�17 �41 0
_j
MATERIAL: HEAT TREAT' FINISH:
LUMINAIRE A I I
------------------------ ALL DIMENSIONS ARE IN INCHES UNLESS NOTED OTHERWISE ON THE PLANS DEL TA LIC1111TINC SYSTEMS, INC.
EZA 150 HPS II w/HS-SINGLE POLE MOUNT TOLERANCES UNLESS NOTED SCALE: 165 BUSINESS CENTER DRIVE
CAD SYMBOL SRD2. SYM DECIMALS A * D6 ANGLES:
CAD SYMBOL SIZE 3 XX * .020 1 *#=30* CORONA, CALIFORNIA 91720
.Xxx * .005
FILENAME 1 C, \AGI\LI8310C. IES Xxxx * .0005
LUMENS - 16000 DRAWN 1A
LLF a . 9 P. WETZELI '6-15-991"
SPIN - 0 RILE:
EZA 150 HPS II L18310C. IES BELMONT EQUESTRIAN ESTATES
LAMI CLEM HPS
TILT=NONE RANCHO CUCAMONGA, CA.
LAWS = I LUMENS/LAMP = 16000 PHOTOMETRIC TYPE I WATTS 150
LUMINOUS DIMENSIONS (FEET) iWIDTH = 1. 5 LENGTH = 1. 5 HEIGHT = 0 L 151 ro rm t 1"13 1 lm.r,11,19111 r 111111
FACTORS i MULTIPLIER = I BALLAST = I BALLAST-LAMP = I SHEET DWG. No. DJ NO. ART NO. REV.
NUMBER OF VERTICAL ANGLES = 19 0 TO 90 DEGREES REV. CHANGES DATE By CHECK 1 OF 1 99-024rl LIGHTING DESIGN ELECTRICAL ENGINEERING
NUMBER OF HORIZONTAL ANGLES - 13 0 TO 180 DEGREES 2862—A WALNUT AVENUE * (714) 730-0222
LUMINAIRE LOCATION SUMMARY TUSTIN, CALIFORNIA 92780-7083 U.S.A.
--------------------------
COORDINATES IN FEET ACAD-14 FILE: 99012-3.DWG 21 JUNE 1999
PLOT SCALE: 1* - 3OFT (1:360) 24'X36' PAPER
LUMINAIRE AIMING COORDINATES
N[L LABEL X-COORD Y-COORD Z-COEIRD ORIENT TILT X Y Z COPYRIGHT NOTICE: USS ENCINEERING. INC IS THE COPYRIGHT OMER OF THIS DOCUMENT VOTH ALL NIGHTS RESERVED. REPRODUCTION 0
THIS DOCUMENT IN W40LE OR IN PART. OR ALTERATIONS FOR USE ON A PROJECT OTHER THAN THAT DESCRIOED IN THIS DOCUMENT-S
I A 252 496 11 270 0 252 486 0 TITLE BLOCK OR TITLE PAGE WITHOUT WRITTEN PERMISSION FROM LISS ENGINEERING IS A VIOLATION OF FEDERAL COPYRIGHT LAW.
2 A 322 477 11 270 0 322 477 0
3 A 392 482 11 270 0 392 482 0
4 A 462 480 11 270 0 462 480 0
5 A 532 477 11 270 0 532 477 a PHOTOMETRIC PLOT BASED ON 150W HPS LAMP, 16000 LUMENS
6 A 602 484 11 270 0 602 484 0
7 A 672 476 it 270 0 672 476 0 A 10OW HPS LAMP, 9500 LUMENS IS ADEQUATE AND SUITABLE TO ATTAIN 0.5 FC ILLIMINA-nON.
8 A 742 483 it 270 0 742 483 a APPLY MULTIPLYING FACTOR TO ILLUMINANCE VALUES: 9500/16000 = 0.59
9 A 817 479 11 270 0 817 479 0 EXAMPLE: 0.59 X 0.81FC 0.48 FC MINIMUM VALUE (HORIZONTAL ON GROUND)
A, TOTAL NUMBER OF LOCATIONS 9
AVERAGE TILTED LAMP CORRECTION FACTOR APPLIED I
PLANE : HOR I Z D E S C R IP T 10 N 0 F R E V IS 10 N DATE APPROVED
------------------
POINT SPACING LEFT-TO-RIGHT - 15 ft
POINT SPACING TOP-TO-BOTTOM - 15 ft C IT Y o f R A N C H 0 C U C A M 0 N G A
LOWER LEFTHAND CORNER OF PLANE,
X - 128 Y = 467 Z = 0
UPPER RIGHTHAND CORNER OF PLANEt
X = 837 Y = 503 Z 0
LIGHT METER IS NORMAL TO PLANE TRACT 15915 - LOT "B" IMPROVEMENTS
AVERAGE fc - 4. 48
MAXIMUM fc - 21 AT VICTORIA STREET
MINIMUM fc - . 55
AVERAGE/MINIMUM - 8. 15
MAXIMUM/MINIMUM = 38- 18
TOTAL NUMBER OF POINTS 92
ELECTRICAL PLANS
Ills"
Underground Service Alert -- APBUVEJ BY : DATE :
al so
.9011
CITY ENGINE R A )j J1wm C)Mutr RCE No . 24953
Call: TOLL FREE "s "'y DESIGN SL ARnITERRA DESI-I�N GROUP RE�PgNDED
" Ties I LANDSCAPE ARCHITECTURE
SITE PLANNING tl
10630 TM CENTER DR STE * �28
1-800 I)RAWN g qj7 o SHEET L—
SL RANCHO CUCAMONGA, 9)
227-2600 (909� 484-2800 FAX: 484-2802
0 opt C CHECKER: DRAW�N NO.
TWO WORKING DAYS BEFORE YOU DIG L DATE 06/04/99 RLA NO, 2834 5�L_
SHEET OF