HomeMy WebLinkAbout1858-L DEVELOPER /OWNER
L. ANDSCAPE . ARCHITECTURAL PLANS
THE VICTORIA Cuti 1UNIT
Rochester Avenue and LA RICHMOND AMERICAN HOMEZ011
2191 5th STREET SUITE 105 NORCO, CALIFORNIA 92860
TRACT
16334
RANCHO
CUCAMONGA, AL
IF RN
IA (909) 738-8318 Fax (909) 738-8790
. .
Landscape Maintenance District No . 2 Project Manager: Terri Kelly
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE CITY. SHEET NO. TITLE
WOODRUFF 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
L-1 TITLE SHEET
WAY
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
HIGHLAND AV. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
FWA
ENYON 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-2 CONSTRUCTION PLAN
19 THAY DAMAGE INSURANCE AS REQUIRED BY LAW. WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT ATL--3 IRRIGATION PLAN
TORIA
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION
PARK 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
PROJECT SITE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-4 IRRIGATION t PLANTING DETAILS
BASELINE AV. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
Li> 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-5 IRRIGATION SPECIFICATIONS
j Q HAVE BEEN APPROVED BY THE CITY ENGINEER.
Q w 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-b PLANTING PLANS
w (j WIDE FLAT AREA AT THE TOE OF SLOPE.
_ = 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT
L-7 PLANTING SPECIFICATIONS
FOOTHILL AV. o ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL
CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE
Q OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-S LIGHTING PLAN
GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL
REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER
Z
w COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
Y L-9 LIGHTING DETAILS
J 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
10 FWY 1 1• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525.
L-10 LIGHTING SPECIFICATIONS
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS
* BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS L-11 PHOTOT'IETRIC PLAN
* BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
VICINITY MAP' BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
N.T.B. 13.
MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
PRIOR TO FINAL CONSTRUCTION.
INSTALLED PER THE
LANDSCAPE MAINTENANCE DISTRICT RESPONSIBILITY MAP 14. PUBL*CLPLANTN NI ACCORDANCE WITH TREES SHALLNED BCITY STANDARD PLANS FOLLOWING CRITERIA: CONSULTANTS
* PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
* ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
• ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE FRANK RAD`14CI-IER ASSOCIATES, INC.
* PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ARCHITECT: 14541 YORBA ST. SUITE 204
TUSTIN, CA 1�2-I50
PH: (-114) 832-17'14
FRANK RADMACHER ASSOCIATES HEREBY CERTIFIES THAT THE DESIGN, DETAILS, FAX: (-114) 832-5721
AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE
ARCHITECTURAL STANDARDS. FRANK RADMACHER ASSOCIATES CANNOT GUARANTEE CIVIL ENGINEER: THE SP CONSULTING GROUP ELECTRICAL LISS ENGINEERING
THE CONSTRUCTION, INSTALLATION, OR MAINTENENCE OF IMPROVEMENTS AS DESIGNED
AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTING P.O. SOX 27303 ENGINEER: 2562-A WALNUT AVENUE
IN PERSONAL INJURY AND/OR PROPERTY DAMAGE RESULTING FROM DEVIATIONS. ANAHEIM, CALIFORNIA e2509 TUSTIN, CA 92'180
LANDSCAPE MAINTENANCE AREA PH: (714) 921-84712 PH: ('114) X30-0222
LOT 'A' FAX: (714) 'B21-5471 FAX: (714) '130-0226
w S.A.N.B.A.G. CONTACT: TO"T PETERSEN CONTACT: SHELDON L ISS
LANDSCAPE QUANTITIES
Z7
8 8 9 10 11 12 13 14 15 16 17
W
Q
`. 5 ROCHESTER
E 18 LOT 'A' PARKWAY T T
4 (�U� ,[�
w 25 19 x,550 6,564 TOTAL S.F. OF NON-TURF LANDSCAPE AREAS r ` l O
3 32 31 0 20 O
w w 3 29 28 27 zR3 w $ $ TOTAL S.F. TURF f
* 2 3 36 3 24 U 21 �J
u 1 35 3 23 OF22 1. 90 5,13�o TOTAL SF. HARDSCAPE AREA (INCLUDING WALKS
o (41ro) (425".) BEYOND 4' WIDTH)
W
TOTAL S.F. APA
. TRAIL AREA (IF DESCRIPTION OF REVISION `'�`
? _616 _61, \ � DATE APAROVED
_ 4,350 12,000 TOTAL SF. OF ALL AREAS fZ+ 171 CITY OF RANCHO CUCAMONGA
� .09 .28 TOTAL ACRES O )
THE VICTORIA COMMUNITY
$ $ TOTAL LF. OF TRAIL FENCING
II�OO $ $ TOTAL L.F. OF CITY 1 IAINTAINED WALL U
TRACT 16334 RANCHO CUCAMONGA
TITLE SHEET
62 $ TOTAL L.F. OF CITY 1"IAINTAINED FENCE (Tubular Steel)
xT . TOTAL STREET TREES BY BOTANICAL NAME: Underground Service Alert � 02581 APPROVED BY: DATE: __
LOT 'A' ROCHESTER PARKWAY g CITY ENGINEER , RCE: 24953
16 BRACHYCHITON POPULNEUS o ��o `pNDscgpF 9� DESIGN PLAN PREPARE RECOMMENDED
Frank W. Cy FRANK
` IiE
$ d 10 RHUS LANCEA - AFRICAN SUMAC CALL TOLL FREE her F R. RADMACR� ASSOCIATES, INC.
6 $ PYRUS CALLER`r'ANA 'ARISTOCRAT' 1-800-422-4133 DRAWN SHED
STAFF Landscape Architects L�1 OF 11
PONS (714) 832-1774 FAX (714) 832-5721
2 $ PINUS CANARIENSIS 9lF CHECKED 14841 Yorba Street, Suite 204 • Tustin. CA 92880 DRAWING N0.
TWO WORKING DAYS BEFORE YOU DIG f C Al `F F.R.
DATE 1/16/2663 R.L.A. N0. 1116
` PROJECT SHEET NO.
OF
NOTE: REFER TO SEPARATE WALL PLANS BY FRANK RADMACHER ASSOC. :
J
CONCRETE SIDEWALK PER '
CIVIL ENGINEER PLANS a BOULDER R P -
(Str et Imp ment Plans) — — -a G OU INS (18"DIA. 36"DIA.)
64 I 3 a TYPICAL-SET BOULDERS INTO COBBLE AREA &
MOW CURB. DO NOT INSTALL BACK OF MOW CURB.
• i1 8 q r " � t jqq A
20'f
go—
�/ • I� I� 'P !e q � 3ba lA" •M ! �.p l/F' A it
m }. t�A•7(Q.10f _ „�. . 181 A If IB,l P ' Ig it
• 'R �f-"�.,�_ 1V � � x}11 � Ire" .�`-r' " .�_�-+�:�- - - �.�..'{.�!� �-l/`I _ _'� :'�`"Ai• n - �'� ,t� ` - �! � l8 �~ 'l' ��py '� � - - r-: � - .
- ).. r• V iLY,. _r'.. �� r.:r' _ rte-- `r s-'C. _ �.:-- v�`:� _.� ♦ _,i if 1 M /�� �._'T�vW"c -. - ��_ i"_� '`, -. -.
• � -�- "� - I rrx �"v.` f�` r'r ^u �., .��.�. ♦.:� - - "yam _'� 'moi_ 8 - -. �� y�� f� - `._. r r.til`
` s
_CONTRACTOR SHALL JOIN EXISTING LANDSCAPE
�, � II .� IOL.. � _ - TO THE SOUTH.
a- tD r r . `� _ _ ��: - �, _ _ � SEE EXISTING PLANS FOR TRACT
- AIL
--
- — 16051 BY FRANK RADMACHER ASSOC.
10' ( 1O, IDI 8r 10 !D lOr for 101 !D' IDI 101 1o1 IDI SOI 101 to Ip! 131�; v I1 Gf W f ! - ' -- 1 ' f f r ! ,
Io 10 5 ro 1 Ic
� l o - O 10
to �
CONCRETE MOW STRIP 8 R CSE TER AVENUE
�Z I �
� U)
IX
, �
� r M 1 N f If r IS r p r r „ r
' IQ-D -0 of
2o'-Qr 1D-O 20' o \ 2to-O 20-D 20,-0 20-Of r 20,-0" 20'Or 20f-Orf �r-Orf ��Q„ -Ou \ '� O -4 ZO'O ZO-O 20
r r r r u fr f n
Street Light per Civil Engineer plans Street Light per Civil Engineer plans
- CONSTRUCTION NOTES
WELD 0.108- FLAT CAP ON a'-D' MAX.
POST TOP OF PANEL To BE A RIVER WASHED COBBLE STONE
PLUSH WITH TOP OF POST. r SO x t88' TW RAIL
1. ALL CO'NSTRUCTIdN SHALL CONFORI"f TO
GOVERNING CODES AND ORDINANCES.
f
2. ALLOUI FOR ADJOINING CONSTRUCTION.
r So x ise- POST COBBLESTONE
3. ALL CONCRETE TO OBTAIN A C:OMPRES5IYE
a'PCC Mow a>ae
zxlNao.w. aArsloEUP STRENGTH OF 2500 PS-1. MINIMUM IN 28 DAYS.
3.4- so. SOLID PICKETS PER`ITY STD' ` r•� � roA`MORTARBBLE 0RSDE1NcON BETE 4• REFER TO FINISW GRADING PLANS BY CIVIL
COBBLESTONE '�` HEADER ENGINEER FOR GRADING AND DRAINAGE
a
40 HARDSCAPE .: � � � > �^� -
r-- _ IN�ORf iATION.
V r So. x .189- BOTTOM RAIL �- �1 MORTAR EVEN
V MIN. WICURB
CURB •' " ••, AND f�Lf♦
3•MINIMUM CONCRETE BED
UNDERNEATH COBBLESTONE
a
2<• BOULDER
CASE FINISH GRADES 0.
(LOCATE PER PLAN) EDGE COBBLE 3*MK SOIL DEPTH AT
SIDEWALK OR CURB
COBBLESTONE
.- O.C. .' CLEAR C
ITYPJ ITYP.) L -
R END comonm
D�'3EU £AGES Arm . Pfd( F'VW
I.C.C.
1 Of I O 1 1 p f f I • IN ' Alli AT GRADE lEvEl AT SWALE
10 BCONCRETE BED
CNCS3
L ,l
TYPICAL FENCE ELEVATION
:fNIS�1'ORAD£
• s• 24• a•
C
j—`
2`NAX MOFTTAIi�
sroHE
.- SIMALE
' at
r
s DEPTH ,
r CLEAR r • .
nvPJ —r s0- x .tee- To► a 5 EDI$ON EASEMENT —L _ T 'k
DIAGONAL RAIL
Ln •~
CONCRETE
41 _ �- ` Ji� �b-' COBBLESTONE 46-CONCRETE BED W1 r CUFt6 3 FIE—�ISR COf�Y1N1)OU$
3/4- 30 Salo PICKETS -
iENEATH COBBLE (UNLESS 07HERYYISE RZSTRtiCTE6)
me CURB 6 GUTTER SM ABOVE DETAIL
S HEAVY DUTY SELF HEAVY DUTY HASP LATCH -
• w r MIN.I r MAX RAD.
fOR END CONDITION
CLOSING HINGES
• r- \ ` �•
IRON FENCING 8 GATE
� .
r So x 108- BOTTOM RAIL
•2 (/� i �/ _� r 1 g rpm"CURB PER p p � � �'• � r
1 r
FWSH GRADE ` - - CITY STD.534 •. •. •': :- • ( . - -
NOTES: I \ ` \ O. Pad 4 8.7 T MIN./,r MAX RAD.
NOTES:
t. ALL FENCE MEMBERS SHALL BE TUBULAR
OR SOLID STEEL STOCK.
I. ��{�CLASS 520-0.2500• SIDEWALK HAROSCAPE
P.C.C. _. FABRICATE PANELS AS A UIrIT, wElo 2. ROCK SAES,UNLESS OTHERWISE SPECIFIED,SHALL RE
BOULDERS: MAX.T-T=MIN.2'-0' JOIN AT RIGHT ANGLES(TVP.)
AND GAlIvO SMOOTH All JOINTS. \ � � �� - . .
i
COBBLESTONES: MAX 12'-MIN.C WITH ONE FLAT SIDE
AFTER H PRIME COAT A E
S. APPLY ZINAWL RIVER WASHED COBBLE STONE _ �' -
WEl0N1C PANELS TO POSTS CLEAN AND � •. S. BOULDERS SHALL HAVE 113 EMBEDMENT,COBBLES SHALL HAVE2l3 EMBEDMENT.
Oc 4. ALL SPACES BETWEEN STONES SHAL'.6E FILLED WITH CLASS 9 MORTAR 1 PART CEMENT
GRIND SMOOTH, TOUCH UP PRIME COAT. -2 •` TO 2-1/2 PARTS SAND,2000 PSI PORT!-I'ID CEh1ch'i CONCRETE. (NO'DRY-PAW IS ALLOWED) � NOTES:
la 5. A SAMPLE AREA,MIN.40 SQ.FT.,SHALL LE APPROVED BY THE CITY INSPECTOR,PRIOR TO 1. PROVIDE SCORE MNTS AT TO•—O. O.C. AND 31W MANSION .POINTS AT 20•-0' O.C.
.. APPLY t COATS SEMI-GLOSS OST \Y J , 6. PROCEEDING WITH REMAINING ROCK WORK FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR 2 a' WIDE CONCRETE HEADER BETWEEN CITY—MAINTAINED TURF AND GROUND COVER AREAS
TYPICAL WALK GATE RESISTANT ENAMEL BY ELECTROSTATIC e1 7. ROCKS SKALLBE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS&EXCESSIVE IRON CONTENT. AND BETWEEN CITY-MAINTAINED AND PRIVATELY-MAINTAINED AREAS,
SPRAY METHOD AFTER ERECTION
�� O- 8. ALL COBBLESTONE AREAS SHALL HAVE V x 6'CONCRETE HEADER AS AN EDGE AT PLANTING.
COLOR PER PROJECT PLANS � % 3. CONCRETE TO BE -S20-C-2500 NLN.
8. ROCKSCAPE SHOULD FOLLOW GRADE WIHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE RO.W.
CITY OF RANCHO CUCAMONGA, CALIFORNIA CONCRETE DRAINAGE 3wALE
STANDARD PLAN ` \
TUBULAR STEEL FENCE 608 �-
CONCRETEE,4DER
a� 70�
R WAS�IE1 COBBLESTONESUSE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 \• 4�.E _ NO SCALE
1 0
Pad 49.0 �,-
LOT A \ �+
��. CONCRETE MOW STRIP
18 19 2 21; 22 �
17
UlESTI-IAVEN PLACE ` loeL
CONCRETE SIDEWALK PER
15 , 25 24 231 CIVIL ENGINEER PLANS •� a,,
m
rovment Plans)
14 Street 1 p
28 � �
D� � APPROVED
13 27 37138 NO. ' DESCRIPT'ON OF RE�/!SION CITY
12 28 \,\
Cd 11 29
CITY OF RANCHO CUCAMONGA
Z 10 � .TT ,
Q 30 38 35
31
�- -� � 33� 34 NOTE: BEFORE ANY WORK COMMENCES. A CONFERENCE SHALL BE HELD -.`.
ROCHESTER AVE. STREET
SCAPE
32,
7 MOW STRIP WESTHAVEN P
PLACIr WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING CONCRETE LACE \. ► 1
�c ��AND & LOT A
8 GENERAL REQUIREMENTS OF THIS WORK. L'2
5 4 1 3 1 2 1 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DU`AENSIONS SHOWN u�t
.= I
1 20
_L -1e44ENANDOAIa DRIVE ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL TRACT 16334 RANCHO CUCAMONGA, CALIFORNIA
DISCREPANCIES SHALL BE REPORTED FOR DIRECTION I1VIMEDIATELY TO CONSTRUCTION PLA N
R O C H E STE R AVENUE THE CITY INSPECTOR
FRA 0255•1 APPROVED BY: � � DATE:
CITY ENGINEER RCE: 24g5
LOT "All
51-"7 E E 7 ( I �l D Fzx w - �PNnk W
DESIGN PLAN PREPARED BY: RECOMMEND
,`�, Fronk W. C'y FRANK
Radmacher R. RADMACHER _
0 ` ASSOCIATES, INC.
N.T.S. �'
DRAWN SHEET
Landscape Architects L-2 ♦�
_ Y r PHONT (714) 932-1774 FAX (714) 892-6721 L OF 1
9l -0 �� 14841 Yorbe street, Suite 204 • Tu.tin• CA 92x90
F Fp CHECKED DRAWING NO.
OF cap FR . I 5S '
DATE � 2e Z�Z RLA NO //I0
PROJECT SHEET NO.
OF
14" DATA 1NDUSIRIAL
FLO17 METER
PRESSURE CALCULATIONS
1 MASTER VALVE
Water Meter f Size �ZtI
_ Elevation
Static Pressure High Low il(o,p
6 5 3 one Source of Information . -
�\
1 Ph Numb O'I
Number _
Date of Information t 9_02
-. H.G.L. Mean Elevation _ ((024.0 (Required if static
s pressure unknown
i 3 r P )
C7 J� h
Water Meter Elevation
� _ 1
43
0
X 3
2 I
r
!" -1
MM ;.+ < ✓^ ,' rte" - �C^ �:+* ;,' f Y:- - , ter' /T _ r_, Remote Control Valve f Size V I
err Y+'-z ' -a r �� x_ _ .� - :- _ ��
• - ten! ~' �>�^%�. `,x ""kyy.+Y �r '��`".^ �I^� _x:; '"- - �`.yY'K .-. �r+ \.�:N
x:�r` � `��'""� -� -i�.� �. -?•C 'r:"� ` _.X. - 'c. _ - MdxllRtMt Demand G.P.M.
"��- / _
_ �- ��" ., � � ,o,,.: � � I �.:����J�C�-� '�, ���..�...� ��y �.�...�.�� �'k�-�-_�, ,�„-,�,�,��i-•_ � _ - c��,����4` �; `�.�.��=;� �-.. _ r`�._ El evation of Highest Heady
�+2, �
x-..�^"'ti--. *x_`r. � �.; �.T-•'"^"x-.'i-_. „��' -,-.-.-' •`` �' / R
Qty_ Size
r
It Item P.S.I. Loss
Nater Meter 1j,50
- - - -- --- -- Press. Reg (Fall-off) 5.00
R.P. Back ow Device 1 1 -75 '
970 SQ,FT. 1,136 SQ.FT. _ � _ � 1223 SQ.F f 822 SG2, � • � _ 1,450 SQ,FT. _ _ _I 261 SQ. FT: ' r n now Meter -
I � a Master Valve
f
r '„ Gate Valve (s)Main Line
IRRIGATION LEGEND Roe �4E57ER AVENUE I - Mainline
SYMBOL MANUFACTURER MODEL NUMBER TYPE G.P.M. PSI RADIUS DETAIL REF. R.C.Y. Assembly cl�j
aw
Lateral line Loss
< « Lateral Line Loss
RAINBIRD 1812-SAM-PRS-8H SHRUB . 52 30 8 ' "G11 I
Lateral Line Loss
RAINBIRD 1812-SAM-PRS-8T SHRUB .35 30 8 ' "G" Fittings Loss ! . 0
� l.L� Elevation Change
(+-) 3.D
RAINBIRD 1812-SAM-PRS-8Q SHRUB .26 30 8 ' "G11 Total re to Operate Head:
8
1 2" REDUCED PRESSE"i�E TYPE Pressure to 30.
RAINBIRD 1812-SAM-PRS-10H SHRUB .79 30 10 ' "G11 BACKFLOW PREVENTER
RAINBIRD 1812-SAM-PRS-TOT SHRUB . 53 30 10 ' "G" Total Pressure Required: (0.111
1
46
Lowest Static Pressure Available: O
Pre-Set Regulated Pressure (If required): ,00
RAINBIRD 1812-SAM-PRS-10Q SHRUB . 39 30 10 ' "G" 1-'' PRESSURE- REDUCING VALVE-
Residual Water Pressure: _ 15-52-
RAINBIRD 1812-SAM-PRS-lOVAN SHRUB . 50 30 10' "G"
SET @ 77 P . S . I . DISCHARGE City Required Residual Water Pressure: 15-20 PSI
- �
A RAINBIRD 1812-SAM-PRS-12F SHRUB 2 . 60 30 12 ' "G"
1r 11 R Lr
Revised 12/92
AL RAINBIRD 1812-SAM-PRS-12H SHRUB 1 . 30 30 12 G
MAi\r-_ i'OI N-T Or CU.� `_LCLION IM'`ILDIATELI DO',;:�STREA'-1 OF NES; I" ELEV. 1354•<O
DO`1ES1IC ti,ATER METER N0. 1
1 IIGII -
30 12 DOMESTIC w 1 '�
SHRUB 87 C POTti3LE WATER METER TO BE PROVIDED BY CC[JD COOR _ _
RAINBIRD 1812-SAM-PRS-12T , L/C S POINT OF-CONNEC
11 11 DINATED AN �, � TION 1/$ WATER
1 D PAID FOR BY THE DEVELOPER. EXTEND NEW TYPE K METER BY OTHERS IN THIS AREA
30 15 G
b RAINBIRD 1812-SAM-PRS-15F SHRUB 3. 70
COPPER PIPE OR A PER LOCAL C ANDINSTALL ' 1
( S P A ODE) A I STALL A REDUCED HYDRAULIC GRAD . - 1 , 624 -
RAINBIRD
624
RAINBIRD 1812-SAM-PRS-15H SHRUB 1 . 85 30 15 ' "G" PRESSURE BACKFLOW PREVENTER (TYPE AND SIZE PER PLAN) WITHIN STATIC PRESSURE - X142 P . S . I .
RAINBIRD 1812 -
SAMPR T SHRUB 1 . 23 30 15 ' "Go' AN ENCLOSURE COASTGUARE) SHACK MODEL NO.CGS-1 MAX. DEMAND - 30 G .P .M .
S 15
RAINBIRD 1812-SAM-PRS-15Q SHRUB .93 30 15 ' "G„ CONTACT: MR. RUSSELL SILVA on Il>2.
.� RAINBIRD 1812-SAM-PRS-I5VAN SHRUB 1 .60 30 15 '
o RAINBIRD 1812-SAM-PRS-5CST-B SHRUB . 50 30 3 ' "Go'
• RAID BIRD "12-SAM-PRS-5,H SHRUB :20 30 5' 11610
RAINBIRD ,rE B
R � F -CP-PRS-D ELECTRIC, CONTROL VALVE 11 SIZES NOTED C
it
SUPERIOR #3100 N/0 SERIES MASTER VALVE-WIRE TO M.V. CIRCUIT-SIZE "C"
NOTED
0 RAINBIRD #33 DNP QUICK COUPLING VALVE 11H11
� WILKINS #500 SERIES PRESSURE RED . VALVE-SIZE & SETTING NOTED "C"
iN E`�CLOSURL PER CITY DCIAIL.
_COTE: OWNER SHALL PROVIDE 110-120 VAC ELECTRICAL
►•� LINE SIZE GATE VALVE-USE NIBCO T-535-70-66
C1f UTLET TO THIS LOCATION .
FEBCO #825Y-A REDUCED PRESSURE BACKFLOW PREVENTER-INSTALL INA "B"
)g5,445 5Q.F �.� T��I�I1 C Cv:�;I�:��� � �� - - -
T �.LLLri �� 3E A CAL�L'',�E � - -
'� - - E NOTED - _ ET-2000 8 LR/RRW TP 1.TP 110 W/LR DOME ANTENNA
ALUMINUM ENCLOSURE MODEL N0 . SBBC 45AL SIZE _ __
STRONGBOX A EMONTASEMEW PORT INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT CONTROL-1, -
1k" DATA INDUSTRIAL 71220P FLOW SENSOR
A TRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON T` OF THE
CALSE1�i� X000-S-LR/I"r*/TP-t,TP-t10 '! &R-DOME ANTENNA 1'D" Q -• '-
ENCLOSUR7 PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CR <L E.
®e - thru CGS-6(800)266-5411 SY ' E
onsTGva�D stiAcic MODt I Noccs 1 STEM
�N/STAIN�L.E55 STEEL ENCLOSURE C „ „ .�.' ' q�.� � SHALL BE OPERATIONAL PRIOR TO THE CITY S ACCEPTANCE. :��_,�UAL
-- PKI=.�,L'RE MAIN LINL PIPING-USE PVC SCH . 40 - SIZES NOTEDE m L LOCATION OF THE ENCLOSURE TO BE DIRECTED
r, BY A REPRESENTATIVE OF THE CITY.
Z
NON-PRESSURE LATERAL LINE PIPING-USE PVC SCH. 40 - SIZES NOTED E �= �'
�\ IF L_ CONTi�ACTOR SHALL SUPPLY iF,L CO'�_DGIT 'J,E:OED FOR THE CO'�DUClUit; .�\D
-- E 1 /a SHALL BE RESPONSIBLE FOR THE POWER HOOKUP FOR THE IRRIGATION CONTROLLER .
- LATERAL LINE PIPE ENCLOSED WITHIN A PVC SCH. 40 PIPE SLEEVE-SIZE "F" Q � �- �� ' ` '
AS REQUIRED13��q•i F.�� _ \ ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE , COORDINATED AND
CONTROLLER STATIONPAID FOR BY THE DEVELOPER.
_VALVE SIZE ' f1; \ '�,SEL :fi
I. i�AlIO\ 1 i _.`I iUPON A .`iAlI�1U'l CL I\CHr r
NOTEICM TION'SH 4LL 06TAILL NAM 1# D PCS SCREENS IN EACH HEAD j 1 DATER PER WEEK GROUNDCOVF,R/SHRUBS APPLIED FOR S HOURS
FLOW IN G .P .M. ,SEE PERFORMANCE CHART BELOW. \� ^' � � N. 1 8 A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9 :00 P.M. TO
Pad 48.7 5 : 00 A.M.
� �$anGn c 3n0 Srnan Radius Spray Parlems an0 UmOr.^Ira BuDbrers ` ✓l, � PRESSURE CALCULATIONS
MoCN PS-010 ICS-020 /CS-" ICS-010 PO4" PS,0W ICY-125 ICS-175 PCS-2" JCS-370 \ k
GPM 1 1 .3 A i J 115 L75 ze 17
�r
cors r•.yw be.. si1r.. or.n�s aut ww o.•. 1w►o,. pw \ /11 280 c3Q.� Mater Meter it 2 Size
Elevation
aF r 1' r s r \ Static Pressure High Low L l�{•O
8 r 4' S' T r ` \\ Source of Information LfW.
etT 3 s r s' a Phone Number
80 ?' 5' r r a 'r Date of Information 1014 Zc�2
10F r s' rr 10 11' �. ` ,
roll r r r 10 m
� � p \ � H.G.L.H,G.L. Mean Elevation j„(�24'.O (Required if static
for r r r 10 CONCRETE DRAINACxE SIUALE , \ `� 4�5 '1fT Water Meter Elevation 13 Z Pressure unknown)
10o r s r to X .433 )
12F 3' s r rr 1o' 17
r2to 7 3' 5' r 1a 17 \ \� Remote Control Valve f IS G Size I n
12TT 7 3' 5' d Maximum Demand G.P.M.
12H 4' 4' 8' lo' - 12' ` \ `\ Elevation of Highest Head
12T r rr 10, it \
120 3' r 10' IT 1 1 \
ISF S T r 11' 13' �` \
rsro r r 1r is, Pad 49.0 X. ' Qty- ize Iter. P.S.I. Loss
LOT "A" 15TT 1' 4' s IF r 12' 15' \ Water Meter Q,Qp
18 19 20 21 22 15H r 4' s' r - .17 Reg. (Fall-off)
17
15T6' 8' i? 1
3 s sv -r r Press. Re R.P. Backflow Device �.�jp
\ /. 5p
Master Valve
ISO ? S r 17 15 ' \ - ' Flow Meter -
2, �p
��-_T_ uJESr�+AyEN PLACE rsro 1?x 17 "14x14' rsx16' 3nxaa 23ir23' it r bate Valve (s) - pp �
18
95ST 9x18' 9x19' 9x14' 9x317 ` _ iD21 � �-
15 25 241231 ISCST 4x1? 4x2? 4x28' 4x38' 4x40' Main Line 2 X4.4
y 15SST 4x 16' 4x24' 4x26' 4x30 Main Line
U r R.C.V. Assembly 2.40
'
14 28GENERAL SLEEVI" G X011: : Lateral
4xt4' :x18' 4x2n• j' � r I �r Lateral Line Loss .72
3738 Lateral Line Loss .&I i Cm
.1 NO. DESCR PT ON OF REVISION
(� 13 27 1/4 1ASTER VALVE Fittings Loss 110'%1 DATE APPROVED
Q CONTRACTOR WILL BE RESPONSIBLE FOR sF"e o.3' 0.3• -o.s r• r r n Lateral Line loss
sH-s or 0.81 r r Cd 28 SLEEVING ALL MAINLINE , LATERALS AND 5o-s o.4' ar 3' 5' Elevation Change l+-) CITY OF
z 11 29 I WIRING THAT PASSES UNDER ALL HARD- Srsr-8 0.6' 17 3' S rr Total System Losses: X0.1 RANCHO CUCAMONGA
4 10 SCAPE . 16F-SLA os o.6' r r r 10' 14' 16' 14 DATA INDI Si:,I �1L / Pressure to Operate Head:
V) 9 30 ,36 35 16H-s..4 a5' r 3' 5' 10, 13' 1r FLOWMETER
31 16o-5u os 2' s e 1r 1r ? Total Pressure Required: ROC1 iLSTER AVE. STREETSCAPE
8 33 22F-SS 0.3' 1• r r t2' 1r 21' �, Lowest Static Pressure Avail abl e: /
32 22H-SS 0.3' 1' 3' 5' 1r 18* 17 13,45.2Tt_ Pre-Set Regulated Pressure (If required):
7 GgE�AND PLACE no-ss as' r r 10' rs m 1 4" EDUCED P: _,SSliL': T�PF; Residual Nater Pressure: Tai, & LOT
1
BACKFLOW PREVENTER / \ � LOT A
g City Required Residual Water Pressure: IS-20 PSI
5 4 3 2 1
"l_e4-4ENANDOA14 DRIVE1 =20' TRACT 16334 RANCHO CUCAMONGA, CALIFORNIA
1
114rr PRLSSUK P.I.DUCiwG ��ALV .- Revised 12/92
R O G N E s T E R A V E N u lc SET @ 716 P . S . I . DISCHARGE IRRIGATION PLAN111 9
WESTHAVEN PLACE FFZA 02581 APPROVED BY: DATE:
CITY ENGINEER ,
ct,41.,(.00(it-taRCE: 240153
(REE . ) DONIESIIC k,ATER �I�:I .R �',0 . z LOT "A" KNDSCAP�
��...� � f I �DE� elvw MAKE POINI OF '_'ONNECTIO'N_ IMMEDIATELY DOS. NSTRE:AM OF NEF; 111 ELEV. ►t'I ��O q� DESIGN PAN PREPARED a� c
Frank W. 0 � FFQANK RECOMMENDED
DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCWD , COOR- L/C' S POINT-OF-CONNECTION - 1" WATER ~ ache'r y� RADMACHER
N S DINATED AND PAID FOR BY THE DEVELOPER. EXTEND NEW TYPE ' K ' METER BY OTHERS , IN THIS AREA. 110 ASSOCIATES, INC.
COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A REDUCED HYDRAULIC GRAD . - 1 ,624 ' * DRAWN SHEET
PRESSURE BACKFLOW PREVENTER (TYPE AND SIZE PER PLAN) WITHIN STATIC PRESSURE - 142 P .S . I . � Lnndscnpe Architects L- 11
AN ENCLOSURE COASTGUARD SHACK MODEL NO.CGS-1 MAX. DEMAND - 19 G .P.M. 9f e;�-�� 1'1141> (•7141 482-1774 FAX (r1a> aa2-e•n1 3 of
IaA41 Yorb. 3t»sf suite 204 hutlr� CA 92AS0 DRAWING NO.
CONTACT: MR . RUSSELL SILVA on 10 2pD2. F of \Fo CHECKED Q
M• DATE I���022- RLA NO /110 I BSv 'L
PROJECT SHEET NO.
OF
i ^
• - R N ( y 1
WISTA"LIESS STEEL eAtLOSURF eF1Ass WYE STRAINER ,-� R�Tts
COASTGUARD SHACK MO. CGS-1 WITH 60 MES STORM DRAIN/LINDITIES ND I ^ ` STRIKE_ '"'ALEX' !""_s
WITH 60 MESH 11nL1T1Es 7 w [ l t STRIKES P'0 K ►LEND AND
/// ��R r /� TAAALL[L
IMON° MCMOW PREVEMTER ` /`
ASSEMBLY Z ROUNO PLASTIC VALVE SOX t s ^ ^ STAKE IRC .NdCUTM
) V � ` ! T j TO ►Ri V,NIINC °,rhe
MPPLE-TYPICAI yp� �{ COVER ETCHED IRRIGATION CATS t I ij
' —(4)PLACES < S (CARSON OR EOVAL) - _ MIN - - 1 ( ( •. I( ` N
r- _ _
gVF1iTE - - - - - - - - - *to► >r ro tr_ Mucro As Low
BLUE I I FINISH GRAOE erll
SIDEWALK l S l Allow SIB w+TTO fl(iINC OF O TRCC OF TR!( WHERE SP�CI OW trC ROW- / , ^ \ •
UTILITY As POSSIBLE R[ ON TK( TRI/nM TO
( NIPPLE `<
EPDXY CONNECTOR
OOR WATERPROOF
x 1 ° 1 OR LO s' E - As To Lost su►°o°+ —
6'TFIIG(X12'IMIDE - -I F DA A tow '�( »EAI rp p0Co W,- TROT« v s �
RED CONCRETE PAD M1Er�TM vA1aEs I-� a -
BLACK PiC3 TAIL EXPANSION 1�110W--.� I PER SIZEAtANUFACTURER 11=!I I�III III-III: CURB ANO GV T E R� 4`r 4 0 5 1 �i �( I I �7) ERIE O/APART
TIES
IN.24'LONG) I m 1 SLOPE TO DRAM AT MRE 2% 1=1-11=:
Ac EO T• YAR► ATO wTrTT P'0► M TO K PLACED A6
LOOP(M PRESSURE RE6LRATOR -III-I - Lt VALVE - t t/7. Ow SMALLER WITH w v w N \ tow As roSs•lt ON TN(
IRRiGATIONCONTROLLERy. I 1=_1II=III STAINLESS ST,._L HANOI._ III-il `r ' _1 ..,.C� G.lIANROL SCREWS TO T ro AL o.. rqR to► Or sTAKCs r-[a.
SEE LEGEND FOR MODEL I FINISH GRADEI I_I I I: loot_ PaEs rt n50 LO ;.[ TR_( w
NO./WDBRAND. fl 1=1 ESllk-r wEDCr - 2" OR URGE° w'' IT Wir,AVw `� I I SV CI tow AL 10 LOS[ T,(Ap a tM[ 4P'.ERE
I PATI:' nU I_III I r RING STA4's t»[ »EAG 10 Oft' ---� SPECKS GROwT» T.Asr R[RMTS
121 SLEEVE -III-III SUPF•pRf OR KIOw n
MASTIC VALVE 80X(CARSON OR WATERPROOF ALL REQUREO FOR I=ill_ I A VALVE 1" 0 _ r o� loot[ S'N I ' rAw TRu»•c
EOUAL.)WITH PLASTIC INTEGRATED WIRE CONNECTORS ,< III I I - - _ -
x PIPE QUIREDFOR EPO,, COA•'0 II-III. for OE (Too'sA_L t0 [XrrND e.w.,�� IMT- W000 rRCS?RVArw( STAIN j=
LOCKING LID. PLACE AT GRADE N x x •,� •. Z f I CONCRETE PAD �I=III- 111=1 - - _ - 7" Aj9vt TINS CRAP" , v ORwt A wN Or !" PO vN- �_� (7) SCIS 01 CReCN M! sRACEO !r
TURF AREASANDCAATG N '< -_III I I VA-VE D -� r DSTURlCO SOL AND'POSITION,
APART .R.CN WIN GALvwwl D
.• : 11= scR:ws O A too!E roL(s
I�=III-I I SIp_wALK �- SIA<tS OUTSIDE ROO1DAll
PLANT BED. - MF'PLE-TYPiCAL =1111-III x oRcwu CRACK T Or LoocE Pat PW. STAKts
_ 111=.1 r KRw INC COP'°ACt[p +f WX LT I,ppp °RCSCRVAir.� Slwn
-III- c" ORI�E S L r l \�,'r�'" w rUCt TO FORv wAt[IMNC IRM A wT Wvw OF C •Ir0
- - n__ r
O - A
TER SOUR A H tot to oU vot o
Z FROM WA (2)PLACES I I-III-I I I __ __- -
- - III=1 AP ROC � t -1!I- vts Ll•+a ruRs-o sol AND ros11roN
PIG TAIL EXPANSION _III-111 3" II-III ---- ---- _
r PIT S�AKEs ou�sroi RO01 Mti
LOOP(MIN.24'LONG) '< x (COMMON 10 1 I- SCFi 40 PVC MALE I I I I -1 3" �- 9 AND G� _ _ -- - - ( - - - w vR MEAS ANo
RAE A Alm ADAPTOR _III=III (=111_11 �- -
_ I 7 L � ^i4 T �- r`'�
t - I I I =III= 15 15 ! I I I +p III I I �/ .RADA cvam T
BLUE TO METER— =I Z - FLOW )I I I� n n r- I_!I! I rRo.N FAROS A
_ � I—III 111-
4�; V'V V'V I w��a ..—I-iII. I- � 0: Roo'IIIAl�TO (it:nJ 7•
1'- - UNOERGROuvO rlo.rl. ca AK to J DER.. ro roR..
F 14 STRvCTuRE eq; NA Nt !,SKIP[ wtw III I I T
WIRES I LINE TO SYSTEMS III- I - I. -o Ro-<s C*1A-_4
CATCH 3ASIN Tr i- aA.._-c. 1=11 -III- wA:ER'N6 S.S. loft RES'OCnTI.L A•o
TERCOtJiT2C1L THRUST BLOCK E190W �t-It':- -- . II-!I. TRANSrOaM_It VAULT :I__ woo* wt 1�1=11 cROVIo Cw_R «siA. ,+o.s LOCAT:
eFt D vASTI CoNcFEm TYPICAL(4)PLACES T- 1=I I1='_I•; I- OVTSIo: 0: PLAAII PIP' TV;-
RED I I I=1 _ n�'r( n t r
11=III: ►LANs R,r ro !_ (7) 1—II -1- AREAS TO !_ R.T.oV_o 7R,„R •o c
_III-II N^i Ov-S ' : w+0 - t :III II -ii Ac:_aIA C:
CK I _ _ _
t!V GA COUNTY ] •. E S
_ _ I
I-V
Rtt3TD PIPE AND RELATED FITTINGS SHALL BE PER L VERIFY . I I 1-I ;» RO NLL
FLO FLOW METER NOTE: WATER DISTRICT STANDARDS.CONTRACTOR SHALL VERIFY WITH =III=I I i= i!A ____ _ -
CCWD PRIOR CT CONSTRUCTION. III II; .e.. :. . °:;• I I=111 • I TREE SPACING SHAH CONTORM TO PIANS APaRO✓p Br TM_ CItT [T.CINEERI-
DR CONTRACTOR To INSTALL III-I
E SIZE AS SCOTCH LOK EPDXY FlLLED 1_-I I I=1 I1= J. 2 ALL TREES IN THE R 0 w ARE SUBJECT TO UNE OF SIGHT I I I-I I I-[--I,
III-)I I-III
11=I 111=11 I I__ =1 I I. - I
S ALL FLOW I- II_ --IT-1n-I CRIT--RIA AS AaaROvEO TRAFFIC ENGINEER .i= 1 - - I = II-III-� =111_1'1
SIZE METER
CON FOR , i I _ __ _
FLOW SENSORWIRECONNECTIONS. i NSTALLPERLOCALCODES. -III III=1 IL- III=11 111-III_III-L1_II�I_I_)
DAMEiERSAMESIZEINSTALL SCOTCHLIORKS 2.EQUIPMENT TO BE NST �AMI�"OF24'FROMANY 3 AT ALL LOCAL RESIDENTIAL WIN
FROM @C;t INTERSECTIONS PLACE Is; ��
I�� i` ( E:
1'_I I I—I I I=111=111—I I l—III—I I El 17 �
AS FLOW METER SIZE IMMEDIATLEY AFTER STRUCTURES ORWIR 3/4_ WASHED CRUSH70 PARKv1Ar TREE AT A MIN OF 25 FROM BCR OR ECR -II
uNDIS'uPlTO N.Tw? S.J„- I I :-I I
INSTALLING FLOW SENSOR. 3,WHEN UNIT L4 NEXT TO A STRUCTURE A.E.WALL BUILDiNG.ETC.) AGGREGATE 8=5 III=III I I I-III-I I
1iWNTTEST COCKS ONOPEN ORMON-SipUCTURESIDE 4 MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL uNOfRGRov_N7 -'�---- - - -_ IIA
DOWNSTREAM 4.ORIENTUNiTPARALLELTOSTREET. FACILITIES IN AOOIi<IONRMUTER�tONFSOM CENTER 0% TREE TO All U IU Y III-III III-111=111-
1 _111= =111=11 I1i`r �, ROOT DRILL ��� (S NATN• WCKFILL WT" NO
MiNiMUM DiSTANIMDOWNS rn01ES TE PRIOR TO INSTALLATION OF VAS VE SOX
UNINTERRUPTEDPIPE(5XDIAMETER 5.SCREEN UNIT WITH SHRUBS WHENEVER t PUCE AGGR_GA OwNrO WATER i S, II _ _ _
5. DlALEMFITTINGS ARE REWiREDFOR CONNECTIONSOF 2 INSTALL CON'ROL VALVES A MIN OF 17 FROM STRUCTu4E5 OR MARDSCA�ING NOTts If= ROCKS cR,A1:R THAN r DIA
OF FLOW METER SIZE) gSiMIVW METALS. TREES SMALL NOT BE LOCATED ON PROPERTY LINES _ _ _ _
REQUIREDCBEFOREBA�ffLOWPREVENTER 3 INSTAL'_ VALVES IN PLANT B.'7$ WHERE VER PO$$13LE NEXT TO SIDEWALK$ S STRETT TREES ARE SuSJECT TO INSPECTION AND ACCEPTANCE QT' THE I I►tr0 t TN•SERY srAKcs II-IIFIF=ElII- II! I I- III
7.VALVE PER STD.518 4 PLACE VA'_VE BOX AT RIGHT ANGLES TO STRUCTURES OR MAROSCAPINC II IIT lf_IIL-J1�111 11 f1t-11 "�
MINIMUM DISTANCE UPSTREAM OF Wt1ENUAMLINELS3 OR LARGER ENGINEERING DIVISION t STAKES Rl K RLEND ANO 4•TO ICI I
LOX DIAMETER S PUtCE AGGREGATE PRIOR TO INSTALlAT10N OF VANE BOx 3 STAKE TREE PERPENDICULAR to PREVARI-G TRITE I IIIIE hJIF�IIE�II�II= 1(_iIEIII- NATM sal vTrOSTVwxo
UNINTERRUPTED PIPE( III= 1 l l-III- I�I1 X111=' ELI I FI l El!C
6 ATTACH M_iAL VALVE IDENTIFICATION TAG WITH A°SRO°R'ATE CONTROLLER AND 7 STREET TREES SMALL BE RANTED AND STAKED ACCORDING TO THE CITY -L
- 1I tr-,Tr�l-iCll
OF FLOW METER SiZE) ,
VALVE NUv3ER STANOARO PLANS
TWK[ ROOT LAIC wlpT-
r
CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA. CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAVIONG.4, CALIFORNIA CITY OF RANCHO CUCA. CITY OF
Ory METER INSTALLATION REDUCED PRESSURE VALVE DOUBLE STAKED TREE ON SLOPE B DOUBLE STAKED TREE
FL BACKFLOW PREVENTER B - 3" or smaller C TREE PLACEMENT A IC
A BAC 5 r.a1 - 24'� PDX
VSE .It'. st•-ON9 S►(CUIC•'IO�S ,op Pu4'rC 'o"s Co-ST*vCTK'e'. .--
STRONG ww L NO
2A se-I•ss/ITor
Q ROT[ MAROSCAPINC
❑ [NcLtn(,RE ro K ISO r!R 4' 0► FIBER
MULL CoARSC GRIND
tr- LOCAL COOL. GROUND R00 TO IC MOOD F18ER MUICM
INSTALLED INSIDE ETTCLOSURC ON T rMSTKIEp wS10[ ENCLOSURt ON T r...
1.'+ :,• �1,: MAROS�APINC/ CONCRETE FI'NSM GRADE
R IDE _ MEAD_
Cp«•ROuE S
_ - El
_-_
—III—1 I- — I I=1 I I=1 11-
i I—III (,. TICNTL. CO44►RCao r KRN TO FOR►
ADf
I- DEPRESSED wAT(R1NC BAS'-
FINISH I I 1 1 1-111 I—I i t I_I I v
cR.DE II I I I(�I I I =1 I I 11=1 11-
II I I VIII TOP Or ewSm CRL TO IRr*_Np T
r-r X �- CO.�RCT? I I III- TOR or 000TWL To v .• .Doo cTr rulcN .REN[ nN,s» L WT
FOOTING R4STKl A 14 CO.Vw 0% 1 QRNGTNAA GRADE `�
wIV It_1 I 2% 7 A_°Ovt GRAD[ AND Stp't i-11 = CI .V sAcu Fnl - SEE 1 _ CLEAN TACKFILL - SEE
Lir[-O T A�vE NAiNyE K"<:Alt WT" N�j IY`C<S
t t OR.R, .t Pro SLO , Tx .�" - FOR M.ATERu.I. - — SPECS. ACI MATERIAL. FIN'S» CRAP! GR_.TCR tTu.N J OrNC :R
top D I_ SPECS D -III _
S - _
_ _ o L ♦1 _ - - - I _r 10 tOR� w•TtAIr.G 4Sn
e � SI A TI N R OVIR;.D 3 _ __ - _ - - I �'_
I _III- IR'D - 90'. CO C O E J I I—I
f0.: COMPACTION R:OV _ _
I=1 I� =11--1 I i=1�I=14�� T ._.� r�»it. ea.-.:Ttp eT
I I—I -• L
RLI
1=sc»•o rrc co-ov't 1=1 1 yNo 11AiINON-PRESSURE LATERAL ItNE:1—
- SCM. 40 SNAKE PIPE IN �SHOvEI CUT EDGE `GOvPACT[0
I-I I I— TPENcy NATNE 5011 I_I I I I i—III-III I I—i III—III I-
ITO VOLT WARE w RIGID STrrl I1 b -III
CC..0VIT (PER LCcAL coo_) 90• SEN--r° ELL =1 1=1 _III—II III=III=I (II I__
C 'on{R s'o_ Or cA9 Ni' (' ) - - ' PRESSURE SUPPLY LINE -III I 1=1 i RooT 4tAll I I=III=III: I=1 - Rpp1 tall - III-1
_ Illi I-11 :III- _ _ I .. rw- T.
t 1 I _ SCM a0/Cl. 31S SN KE _ _ _ -
S
- I I I ti TO !C (7L
'�•�A,/ TRENCH _ 1=1 _._.III-�.-._-_.--�I I _- I1:= ►CITED AT t0 !t (7) twES TME I=III=lI1=I) .I I=1 1.111_11
- - _ - - ,.IIT» O: T»; *COT DAT.
°� s III_ _ I _I _ _ ___ _ —_ — —_ ________
FIT
L v13 -I&A'0 rORt *_rOr i .I I=1 : PIPE IN _
I ►ILL_0 La.TEo ovTs'o: o I I=11 CONTROL wTRE SLEEVE III-III-III-IiI-III_II-II III-III _
.'DEW ovr' WEA'-ER _ RESIST.NT � „% INs•:uTION/LouTION _ _ (_I�I� � I I—I I slzE PER PIAN INSTALL — w+D•» or TT.i RCD• ItWI J I I—i I I—I�I—III—I I i—III—III—111--
-111 111_ ADJACENT io PRESSURE T_I—IIi—IIi�lll—III—III-11I=1E III— I-II I—III—III—III—III—III—III—III
2-D-0 EL_cTRC SaTC» :0R s;C.,R'- f ._A A. A" cuc_NsE R:a I — CONTROL WIRES - BUtJDLE_ �- - _ SUPPLY LINE NOTES =III-III=III=III=IIIlIiDI l III :III—AIL—Il�llI=III=III=III-III=
C., CONTROL AS t_Ovla_0 P_R I I' =1(1=1 -III J
� ,1 1 AND TAPE AT 15 O.0 Ar.O •�
'_AIS I-111 1 1= INSTALL ADJACENT TO L 1-1 1. PRIOR TO PVRCMAsE/PLACEMENT a THE ML1lCH, THE COKTRACTOR SMALL I II I III II 11 I II I )I O I II=`I I FII I-_1 I I I I_)I I III I 1 I III III
J _ - - - -
4LrCTMC w^tR PER SC- _ _ _ - PRESSUPE SUPPLY LINE PRESSURE SUPRY LINE - -
' I -111—III--III -I -III III—III I I + SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL
:111__111-111_111-.III=III_ II=111=
CA:stvst CONTRo'-'_tR A40DEL NO J I -I -III-I I 1-III-I I (_I 1 IIII-I I --I I SLEEVE -
SIZE TWICE 2 MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE RIMS AND RLENO RHINE CICKTILL IKN r
- - PROVIDE y'0 -I I 1=111= 1=1 I I_ DIAMETER OF PRESSURE INTO EJG_S AT GROUND COVER AREAS ROCKS dtUtER Tww r
SUPPLY LINE (?•NtTtR UNO'STV"TO NMTIVC lot'-
, R rlr,Ns J I-1 I(- T1•P 1 III=1 J T rLnCM AFTER RJSTKlAT10N TO ASSIST IN COMPACTION
III. NTR rt r ooNc TIP 3 MOTS C
R to co i I I-1 I B r ta•osn,Rsro rrr,r[ sal
L_ .A• TI N STO F A WOODY RANT R.
NS .0 O i f RADIUS OF THE CROWN O rF00 E
.Ir NT I J L NON-PRESSUW- LATERAL •. PLACE' NO MULCH WITHIN A �
�.0 tC
S_
Tw_R R. -D _ U TINE SIEE� - SIZE TWICE I'40TES
NS FINISH IDIAMETER OF NONPRESSURE NOrEs I UNTANGLE wrEO ROOTS R LOMM.4G ALL R70TS AT EOCE
v ROS r
,RADE IT 1 ,. - LATERAL LIN: r T T CRACK ROOT BALL
I 0 ROO BALL 00 -O
•' GROu-0I vNTn4Gl! ENTERO ROOTS fT' l0o!!w°4C ALL YOTT AT EDC_ 0% ROOT DEA,'- 00 NOT CRACK ROOT BAll
I
1• SC. 40 CONDv T wIN I I I I I I
T WW- M WID NOTES:
R SnCURITr LIC 11 2 120 VOl F T : M e i CTION. SCM 40 PVC.
o I I I 1 It ►ER IO E NTPOL WIRE AT W C A-MC!S IN 0 RE TO BE
w I,Nc STEEL COTTOv ( t A1C,„►_ AND LOOP CO t. All SLEEVES
T H N
_ LOCx coo:) 2 EXTEND ALL SLEEVES 1T BEYOND EDGE OF MARDSCAprNG A BOT E OS
I=1 _- =III 3 ROUTE SLEEVING AROUND MAt4D'CA RAMS
11-
I- -
-- - — RANCHO CUCAMONGA CALIFORNIA
CITY OF RA I
�--- LIFORNIA C _
---� CUCAMONCA, CALIFORNIA CITY OF RANCHO CUCAMONGA, _
CUCAMONGA, CALIFOR CITY OF RANCHO
CALIFORNIAIFORNIA HO CUCAM L NC
CUCAMONGA, C CITY OF RA
Y F
RANCHO CUC _. ..
CALIFORNIAIT 0 —
R PLANTING Ov SLOPE
RANCHO CUCAMONGA, — .-F
CITY OF E
CONTROLLER ENCLOSURE TYPICAL TRENCHING TYPICAL SLEEVINGF MULCH INSTALLATION D CONTAINER PLANTING � CONTAINS
TYPE A D - - --- -- - - - - — - ----
- - - -_ --- MRfiiN ACtlast Guard • PLANTING NOTES
DtV10E
SMALL 1E M!TALI.ED
�Af'RPLOM PARALLEL
Shack CGS 1
UMMUM ENCLOSURE.AND SHALL RIE INSTALLED
4"MULCH LAYER HI_•OP SMRVB HEAD !Do- SET TO TO THE SMFT AND SCREENED WiTH SHRUBS WHFNEVER POSSIBLE.
_ - 1. COIYTRACT'OR SHALL NOTIFY THE CRY AND LANDSCAPE MCFRftCT OF!f TE
• • FINN H GRAD_
t/i A_Ov. FINIS
04
BACKiLgRlr�BEYiCE IM Tp RIE i!NSTAi.LEEf rA,ilAE Ll?E,T"T'fIr 3'11ti11!'f CONDRTON3 WHICH PREVENT INSTALLATKIN Pflt PLANS AND
STRUCTURE OR AND SCRFFNFD WiTH 1"RUM W1fINT+INVTR P049 111 '11! SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
VALVE BOX 3 COVER: I. -APING
Ts
PtAST1C• A HARL SC AND RE•INSTALLTNO IRRK,ATION EQUIPMENT. AND REPL.ANTTNO AREAS
ETCHED OC'(CARSON OR EQUAL)
THiS DESIGN is DIAGRAMMATIC.ALL rlrTNd.VALVES.EW.SHOWN MiT1iM PAVED
AT GRADE IN LAWN AREAS 6'MIN WHICH ARE NOT INSTALLED PER PLAN AND SrFC1FICATi(X'1
_- - - - - A GAD GRFOF N REAS P•L-- AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED M
I=1 I I=1 _III III=III_ D':�;nDN'.��C�L�Af3EAC i
PLANTING AREAS
WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE 2 CONTRACTOR SHALL FOLLOW 711E DETAILS AND SINECTFiCATTONS FOR SOIL
SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK UTILITY LINES AND PREPARATION, rLAIDT PIT RFQIILRFMETFT3, STAKING AND BACKFILL
Ow /M4F 0► SPACING
REOUtRCM[N1
I i=I1 .111= I I=111=1 I
ARCHITECTURAL FEATURES RF RFMFNTS. LIMED a PLANTER AREA
WISH GRADE EQUIiMENT,AND AR
-III III=III III-
_ DRLF]YS10NS SHOWN ON RAM MiLIAMn MWnFRiER3 U MATH ALL
_—_— II=III I--•--r ALLCONDTi1a'iSAND coNTRAc'T�oiL WALL ►A
TAPER MtILC'II I I- 1 I I— I cvNnlAcraE SHALL VERIFY
AWAY FROM HEADS -III=1 I I I I-
-- AT THE. SITE Molt To COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES UNDERGROUND UTILTRE3,MINES,STRUCT LIM ETC•,AND SHALL TAKE BOLE
33 DNP QUICK
w VALVE SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CiTY. RE3rONSIBiLRY FOR THE REPA1RAtEPI.ACEMFNT,AT NO COST TO THF•CiTY,
PL G
coo FACILITIES
- - D
I RGOUN
ANY DAMAGE OF
SAID UNDE
_ II
1=
WITH PURPLE `-
"i WITH ALL
ti (_ tI=III RUBBER CAP � T1EE TOR SHALL FAMILIARIZE M
MS
ELFME
RSELF
STAINLESS STEEL UNDERGROUND LTTTLME3, PIPES AND STRLK'TLiRES, AND SHALL TAKE SOLE
SCREEN CLAMP 1. NO PLANT7N0 SHALL BE DONE UNTiL ALL OINERAIIONS M CONRJTICTION
SCREW (3)PLACES RESPONSIBILITY FOR THE REPAIX%FPLACEMENT,AT NO COST TO THE CITY, FOR WITH THE fNSTALLAT7C114 OF THE SPRDNKLER SYSTEM HAVE BEEN
_ DAMAGE OF SAID UNDERGROUND FACILITIES COMPLETED, FTNAL GRADES HAVE BEEN ESTABLISHED, THE PLANTiNC
� - ANY /
Fr
ARF
D AS
SPECIFIED,AND
z 3/4•WASHED
AND VALVES FOR
AREAS HAVE BEEN PROrFRLY GRADED AND/R •
� ER HEADS E CITY.
V Y TN
SPRINKLER ED B
HED MST ALL WORK ArTRO
CRUS AND AD THE
r COFFTRACTOR SHALL FLUSH
W
W
m RFGATF BASE • .EiS ,LLS,
n G KS STRF /
G STRAY ONTO MAL
z 1 MUM COVERAGE MfT11 MiMMAI OVER
ETC.
SURE CR7
• OF A PRESSURE
ALRY BY THE
SIS AND INSTALLATION
D FOR
ETC. THIS SHALL INCLUDE THE SELECTION S. ALL RANT MATERIALS SMALL BE APPROVE QU
SCH 40 BRASS NIPPLE COMM NSATTNG NOZZLE SCREEN '(PCS) IN ALL SPRINKLER HEADS AT INITIAL AND LANDSCAPE ARCHTTFCT M OR TO INSTALLATION FINAL LOCATION OF
VAI
SIGH 40 BRASS NIPPLE- CONSTRUCTiON' ALL PLANT MATERIAL SHALL BE SUBJFCT TO APPROVAL BY A
I 24'LONG TREES REMESENTAftVE OF THE CITY PRIOR TO EXCAVATION.
- NT3
STREET
L
T-t- UCTIOi�
HYDRA
MIEN VERTICAL
OBSTR
(►iRE .
_ . -
RN OF THE SF'RMKLER HEADS 30 AS TO t ALL REPAIRS AND+OR RPR ACEII�ENT OF _
►RAY PATTERN CONTRACTOR iS RFsfaNSIM.
H 4 PVC ERE
NT7'N THE S f. CONTRA
v C 0 � I INTERFERE
S --_-- CONTRACTOR SHALL FIELD ADWST
Ii � � A7101N CONTRA APE AREAS BEYOND THE LIMIT Of WORK.THAT[s
r '�T IRR)G DAMAGED LANDSC
\ RL_ Ell VERAGE,THf ANY DA
- _,r., EI, 90 S INREVENirROINERCO HIS SUb
v. -_x 90 S _ APE CONSTRUCTION ANDTOR
THE LANDSC
A DIRECT RESULT OF NOT'
VARLEX O STREET ELL ELL
9 L BE EXACT DUPLICATE Of
M A 90' S L R PLANTED AT COuAI
�c LE SS TO
4 BR CLE ITEMS HA COV£ K
_ 0 EMfNT H cROt>r'4D
R' CH HALF C1R C 1 ANO
N \ ._SSU I S CLE OR TRACTOR REPLA ALL S RUBS -
0 r - L I THE SPRINKLER SYSTEM BY MSTAL1.fN0 A QUARTER�-_R^,_ FI-T In„ SCH�PVC 90° ARTT7L CTR CON
SCH 80 PVC NIPPLE STREET ELL f'
NON-Pte"_�U?- LAT_RA. LIN- TYPICAL (2) PLACE$ PRESSURE SUPPLY I SCH 40 BRASS 90" SPRINKLER HEAD ON EACH SiDE OF THE OSST1tUCT1ON SO AS TO MOViDE rROPF� ORIGINAL WORK OR PLAN73,UNLESS OTHERWISE ArrRL7vED BY THE CRY. SPACING (TRuv+GLxAR) UNLESS OtHERwISE INpICATEO ON
LINE FITTING STREET Eu. COVERAGE. ALL ADPLISTWENTS SHALL TE MADE AT NO A[X7ITiONAL COST TO iME PLANS SEE LEGEND FOR SPACING REOUIREMENTS CITY. 7. QUANTITIES SHO"ON THE LEGEND ARE FOR ESTIMATE Pi1RPOSE3 ONLY.
REO K MATERIALS 2 WHERE PLANTED ADJACENT R SAN tIALKS, CURBS OR
_ 1 V AS R-OU � a REBAR STA C
Nrl RAN ,LVE r FINAL SIMILAR LIMITATIONS. ALL SHRUBS AND GROUND COVER
A D
PRESSIJRF SUPPLY LINE (pa-I UNCI
OF THE ANT SPACING RFQl11RFD S.HAII BE PLANTED AT ONE-MAL► THE DESIGNATED SPACING CITY
INSTALL ONE (1) SPARE ORANGE MIRE ALONG THE ENTIRE LENGTH BY THE INDICATED►L
"0 FROV WALKS CURBS MAROSCAOINC. mow STRIPS FROM SUCH LIMITS SEE LECEND FOR S°ACING REOVIREM_NTS DESCRIPTION OF REVISION
LC.A-E MEAD Y TO 6" MAINI.R.'E TO THE FARTHEST REMOTE C011iTROl.VALVE(RCS ON EACH BRANCH. PATE AP►ROVEo
A�0 EDGES OF LTO NOTE: PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN f. MHFNEVER SHR AREAS ARE ADJACENT TO TURP AREAS 3 SPACtNC REO(AREMENTS SMALL GOVERN THE FINAL DuANTITIES
2 USE :`�0
N TF L ON All MATE THREADS t PLACE AGM PRIOR TO INSTALLATION OF VALVE BOX. ENCLOSURE FOR IRRIGATION W1RJN0. OR "LIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE OF PLANT MATERIALS PLANT OUANTITIES INDICATED ON THE
J IN$�._L HEADS wrtM INTERNAL CHECK VALVE AND PRcSSuRE AREAS,ACONCR£'TE HEADER IS REQUIRED,PURSUANT TOCiTY STANDARDS LEGEND ARE ESTIMATES ONLY CITY OF RCUCAMONGA
COM"EVSATING FEATURE AS PER TME IRRIGATION PLAN IRRIGATION SYSTEM 13 BASED UPON A MAXIMUM OF l INCHES OF MATER PER AND DETAILS HEREON
HEA CONNECTION AT BQrtQM INLET ONLY - WEEK (TURF) AND 2 ENCHES OF WATER PER WEEK (GROUNDCOVER/SNRUSS)
4
HEAC) CO E A"L1ED FOR I HOURS A NIGHT15 DAYS A WEEK BETWEEN THE HOURS OF 1:00 P.M.
TO 5 00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TiME. Et CLEAN-UP SHALL TAKE }LACE ON A DAILY BASH UNLESS OTHERWISE T140E VICTORIA COMMUNITY
CUCAMONGA, CALIFORNIA APMOVEDBY"IF CRY CITY OF RANCHO CUCAMONGA, CALIFORNIA
SHO AS CALIFORNIAOF RAN
N G A CITY THE MiNtMtnA4 oP'EILATTNG PRE'SSIIItE rtntrosE3 ONLY. V
CITY O F RANCHO C U C A M O � THE sr3TtM Is DMiOTrED POR
OUICKCOUPLINGVALVEWITHINVALVF EACH"TOF�ECTION �MA3OMUM]DEMANDOFGALLONSrERMMITTE )p FTHEINALS IL AME DME.AMFNDSANDQUANLBEFa(Bro SHRUB AND GROUND COVER G IRRIGATION / PLANTING DETAIL
HI-pop SHRUB SPRAY G BOX - FOR NON-TURF AR E A6 ISAS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE FINAL ECO AMENDMENT (SEs AND QUANTITIES SHALL IL THERE ON SOIL I SPACING TRACT 16 3 3 4
WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY TEST RECOiA4MENDATlON3(SEE SPECIFICATIONS)
OIL.AT T T IILFQ RFD PL L 111E REQUIRED RANCHO CUCAMOf A
CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CiTY. S(KL A1viF7EDJMETrT3 6"INTO THE SOIL.AT TIiF RFQUIRF.D RATES PER 1,000 SQ
FT
AUTOMATIC CONiROE•LER TO BE A CANNER ET- 8-LIR/ )�Sy M-"O 1 CY.NCTROGEN STAWL17TO SA WHIST IRRIGATION / PLANTING DETAILS
W/LR-DOME ANTENNA METALLED WRNM 12o Les OYrsuM - --
VOLT CONTROILLFR/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA FORT _ 125 IBS GYPSUM FR PLUS
NOTE,: BEFORE, ANY WORK COMNIW LACES. A CONFERF.NCE ("OXY-FILLED)LED)ON TOP OF THE ENcx OSUItE PER MAMIFACTlION L M FR TO THEOINIS *2587 DATE:
AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PIuoR TO TFrt 11 LANDSCAPE AREAS SHALL.RECEIVE 4-OF WOOD CHIP MULCH[INDEX ALL APPROVED BY: //
D WITH THF CTTY'S REPRF,SENTATWE AND NEW WATER METER(SIZE PER PLANL AS PROVIDED SYM ARRANGEMENTSS REQUM"AT ALL CITY'S ACCEITANCE. ACTUAL LOCATION OF THE ENCL,O TRE TO BE AS DIREC TED TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVE.R AREAS, CITY ENGINEER "`^ _ __ RCE NO.
SHALL BEHELD POINTS of CONNFCTiON THE CONTRACTOR
THE CONTRACTOR REGARDING GENERAL REQUIRF,MENTS BY A RFPRFSETJTATTVE OF THE CITY.
PAY ALL COSTS FOR THE INSTALLATION Of A NEW MATER METER. CONTACT THE PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING I`IN[)SCA�
CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION NEFOEDFORT}{E(OiiDIJCTORS OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL F \ DEStCNf ST RfCC�MAFfNTYE
OF THIS WORK. INROCEDURE3. THE CONTRACTOR SHALL SUININLY THE COOWER V����_��p
AND SHALL BE RESPONSIBLE FOR THE POWER HOOK•LR FOR THE IRRIGATION SUBMIT A SAMPLE FOR 111E CITY'S APPROVAL ►RADA TO►LiRCHASE AND '�, ro k W � Cy/ FRANK
er RADMACHER
CONDTITONS AND TYrtcAL POiKTS of coNN~<C1Tb►1 Co4vstsT OF A NEW MATER METE1l FOLLOWED CONTROLLER- ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE PLACEMENT SHREDtD MULCH IS AVAILABLE FROM W 1 1 p
CONTRACTOR SHALL VERIFY ALL COORDINATED AND PAID FOR BY THE DEVELOPER EARTHWORKS oc pRAt4N 5t4EfT
BY A "E.SSURE REGULATOR AF REQUIRED), FOLLOWED BY BACKFLOW ASSOCIATES, INC
DIMENSIONS SHOWN ON PLANS AT TAE SI'Z'E PRIOR TO I REV"MON DEVICE,FOLLOWED BY A FLOW METER•FOLLOWED BY A MASTER 13510 CITRUS AVENUE * L-_40 F _ 11
LIMEN HENT OF ANY WORK. ALL DISCREPANCIES VALVE. ALL EQUIPMENT SIZED PER PLAN, INSTALL ALL EQUIP'ME'NT PER CITY AREA EA��RRIGATED UNLESSTHERWi�SPE DDEESIGGN'ATED�PLANS Landscape Architects
CO C' STANDARDS AND SPECIFICATIONS, MAN1UFACIUR.FRS• COMMENDATIONS AND NORCO, CA. ' -
SHALL BE RtPORTED FOR D14F.CTION p4M-F,DIATELY TO LOCAL CODES ACTUAL LOCATION OF THE EQUrMFNT TO TE AS DIRECTED ON ALL POIN_UP Ty"SPRINKLER HERDS MSTALLED SHALL BE INSTALLED 30 THAT '.F L' O? CNEC k[D Ps10Mt (7t4) est-lrr♦ FAx (�14) 8s2-5721 DAAwTNf, No
OR SITE BY A RFPRFSFNTATIVE of THE CITY (909)538-3321 \�` (48.1 YorDR strNL. sola 20. Tu,t(n. CA FIRED
THE CrrY INSPEI+I^ THE TOP OF THE SPRINKLER HEAD IS y'ABOVE FINISHED()RADE. % ._
DATE R.L.A. N0.
PKI1111 1 `III I I '•
SPRINKLER "MOATION SPECIFICATIONS
PART 1 - GENERAL
1.01 DESCRIPTION
A See" RI Werk: Pravldo all ober, nalrieh, kaneper/eto+n, end sOMese rteevseery to furnlh and Meiaf the C. The Sueronlas farm shah be re-typed onto M• Collie r s tettrfiead and Mol ceMaIn the fo"ewing S. Use 10" x 10-1/4' round box for ON quick ewp"rip Valve* Inthr"" wfhin en-•hv°hin landscaped ares. 3.04 TEMPORARY REPA?"
A. Se on of Wotem : shown on Ilio r. loci
lwings and o described h*relm. MfornhoNon: Corson Industries No. 910-129 with groom boll-down cover or approved equal. The City reserves the right to make lemtpemery repefre w necessary to keep Me $pitnhow eythm qulprnwfl M
Operating condition. The exerelso of this right by the City shall not relieve the Contractor of his r"pontibill""
f. Standards- AR work enm
Slid °/ teh•rshaft eompty with trig cedes. safety enters, •Mnderds, ant GUARANTEE FOR MMATION SYSTEM N. Sprinkler Heado• under the farms of the guarantee as harem speelfl•d.
reputations, and meat the minlmum requirements of the Standard Specifications For Public Works Construction
W hereby guaranies km that the ripe"on systewe have fum/rhOd anh d Instetivd Inm afr M ml
a /redefeariets sh
1. All sprinkles heeds shag be sorts *Ise,the sortsettypo
, , and delr me vetet safell* p
O osto"pitotwilts ire diameter 3.05 diam3.06 EXiST1N0 TREE
(Organ Book) latest edition. S
end workmoneh►p, end tet work hos bean completed In accordance with the Drawings and Specifications, ordinary (or radius) of throw, pressure, and discharge " shown on the Drawings and/or speelfled In the" •patiat
1.02 pUAIITY ASSURANCE t REQUIREMENTS weer and tear, unusual abuse, or moVect exoepted. We egret to repair or replace any defects in material or provisions. When R M neemseery b Mteevete sd}veeM N exlrNnO ha@t, l►e Csnhaa/e► shit use •N pseelble "M N avoid
workmanship which may develop during the period of ane year from doh of acceptance and alto to repair Or Injury to tress and tree roots. Ex0evotlon M ones when two (2) Inch and larger raft occur shot) be done by hand.
llom as nqulnd• replace any damage resulting from the repairing or replacing of such defeets al no additional tests to the City. We 2. Spray hoods shall haw o screw adjustment. All roots two (2) Inch" and larger In dtom*tor, exoept directly In the path of pipe or oondult, shell b• tumn*led
A. Pormis and FeOe: The Controcter shell obtain and pay for any end of pvrmfs and all eMerva
shall make such repairs or replaaemanto within a nosomobl• flm•, as def irmfned by the City, after rocelpt of under end shall be heavily wrapped w!M buriop to prevent ocarring er exo•"Ove drying. When a ~Ing machine,
t. Manvfeohrn�s Dlreotont Menvteehn*r'e dhtetem end OeteNvd drvwfn4e shell M fefossd M all onset when written no"ce. In the svw1 of our failure to make such regain or roplacomente within a reasonable time atter 3. M"r units she" b* fabricated In accordance with tet ditll* shown an tet draw rip. N run ale" to frets herving reel w""or than two (2) Inches In diomahr, the war of tet trench adjacent to the tree
rim
NO manufacturers of articles used In this Contract furmlsh directions oo"ring points not shown In M• Drcwimgs receipt of ver"!" me"ve from 1M City, we ow"arise Na City to proe*td to have sold repairs or replacements mods •Mil ce hand trimmed, or "u ober outs through. ooh one (1) Inch and larger In diameter shall h pointed with
and Speefficatlons. of our expome end we will pap On 009% end a!a to 1hsrNore upon demand. 4. Rlssr nipples for all sprinkler hoods shall be the same site as IM rifer epsning in /M spfihkfer belly. two eo this
of Tree o"I, er the aide
Trenches edch ad c free should a all b w In 1wadod-with (24) hours; end
when Mh h not po"fbls, Me side e1 IM trench adjacent to the ir•a shall b• kept shaded with burlap or oortws.
C. "none" and Regulations- AN heel, municipel end fah levet, end MJW and RVUlig rrO gtverfthlg or PROJECT'TM MR. TAR M XA�'_T'"0-= 5. All sprinkler heads of the soma typo shell be fit some menulactunr.
relating to any portion of this week on hereby Inoorperand Into and mods a part of these Spealfloetions, end their TOAD MOM ON _- ._. A 0. Slesvtng: 3.011 if QUALITY COt1TROL
provlttons shall be carried out by the CeMr .4ocor. Anything oortfalned M Maes SpecMootion$ shall not be LOCATION:-,. _._.- - __
construed to conflict with any of the above rules, regulations, or requirements of the some. However, when Mees A Ad)vsfmmnt N IN Sy.tem.
Spaotfloarome and Drawings call for or describe materials, workmanship, or eanstrue"on o1 • batter quality. StONED: 1. Sleeving prove lei es- paved eves for metnttn*, le!•rol Tines es- oeMroi whi"g Char M Sefi•dvle 40
higher standard, or larger size than Is required by Ma above rules and regvlallome, the provisions of the" P.Y.C. or approved equal. 1. The CaMroehtr ifs, flush end edj s all spas po 1ble. ler splmum perfermenee •"d to pevem# av*reproy
ADDRESSED: Om#e wafkr, roadways, end buttdings " much as possible.
Specifications and Drawings shell take precadena•.. P. Vandal R"istant Centrollor Enclosure
D. Explanation of prowinQo•. PHONE, DATE OF ACCEPTANCE: Z. N R h detormintd Chet •d) mts M the Ir►fga"on agplpmhm#eveli phrAM pn N ro
aper eM meedmquaeowgt,
1. Controller enclosure shaft be of stye and typo then+ on the Irrlg°tlon Drawlingly and Ill"111en Defell sheet. IM Contractor shall make ouch odjuetn»nte prior to planting. Adjustments may oleo Inatude changes In Morris
1. Due to int Seefe N fit Dr-04, . R Is no pop" N indkoh all *hat h, lift g, •hest•, •N., whieh may be PARI 2 - PMCTS oboe and dproos of are es required.
requlred. The Contractor shall earefully 1.yes the structural end finished oondMbns offtcting all of his work ro
2. A bnekboorshall M ermh the eem#ro"ar e"elewre hevNng to provide a bay* ler movrt"ng sere ivtemaflo
end plan his work oaoordMgfy, /urn(rtad wale fittings, ste., N may M requlrOd to met wale conditions. Drawings 2.01 MATERIALS .prinkler conftler end terminalfmal stop. 3. �"8 rafted prinkhr heeds by ire CO"fr'oofer shell be aavempflshed wlhfn ten (t0) days aAer netfloatlon
by the City.
are gonor°Ily diagrammatic and indlco"v* of the work to be Installed. The work shall be InoWlgid In such a A. General: Use amity now miateriele of brands and types noted an draw". tpeeiflad herein, or evviewd egvale. 3. A 117 volt duplex box shall be pravldad with on On/Off sw"oh, and a 117 waf r@covicele. MOO ae"dv" stroll
monnar as to avoid conflicts betwsem the Irrigation -refer, planting and areh"ecturol features. run from th* 117 volt supply to the contro"*r hou0mig. All power within the Musing shall be property phosed. 4. AN primkhr heedt shell be set porpa+Aevter h Anished grads• unlse eMei Ove desigmha!Od on fit Drawings.
2. All work Odted for on the Drawing• by nel*t or dollar t such be furrhhed and Installed whether or net e. PVC Preetvre Main Line Mp• end Ir"mov:
4. A termd M instrip the" provlMd, alacrity kaMng fit per peepoints N eennoeMon of ON epproprf �fs awiring !i. Rant /I" EF11-CP-PRnan
S velvet wet be set per vfoafvnn spvei/1eatera
Men se Chef •soh lal speratee of desig
specifically mentioned In Me specifications, n
I. Pressure main line plplog for elm 2' and brger Mur be PVC Close 316, (station valves, matter valva, common, control eonfr1 . Pressure.
3. The Contractor Nati not willfully Im1oN the k*40"Of► syhm N shown on We Drawings when N Is o►vletst In 2. Class 315 pipe shall be mode from an NSF approved Typo i, Garde I, PVC °empeund earrforrnMg to ASTM
fit told that obstructions, grade olfi*nneee, es- dleerep°nMes In °no A come ems exist that might not have bean resin specification D1764. All pope must rnW requirements set forth in Federal Specification PS-22-70, with Q. Miscellaneous Irrigation Equfpmemh B. Testing e1 MAgeller Syshrn:
o*rh.ldered In engineering. Such obstructions w differences should be brought to the attention of the City of an appropriate standard dlmonelon (S.D.R.) (sot"nt-weld Piper).
Rancho CueemenQo, In the awns fhle notifioaNen ie not performed. M• Contractor shall assume lull re-ponsfbtt"y 1. Rater a the I"iq°flon Piens ler sires and types of mheoifensew trrige"e" egvtpmeent. 1. The CeMroefor then rtavOet t►e prosOrtee of "w City of Rancho Cueame"ge M wriiMg N Iseet 48 hove In
for any uearmaevision no. Ivry. 3. Pressure mein time piping for dyes 1-1/2" and smaller shall be PVC Schedule 40 with solve wstded )oirt%. edvonoe of testing.
Z. All mleea#}enveve irrigation equfpmenf Moll Mat specified or opprewd equal.
4. Schedule 40 pipe Mal be moos, from NSF app,or Type 1, Grade 1 PVC se"ipeund oenforming to ASTM 2. TOO or prenes urs Nounder 1 yd oefarle pressure of 160 Pounds per savers Inch end ►hew watertight.
1.03 SUBMITTALS
resin epvallication 01795. All pipe mud most requirements as est forth to Federal Specification PS-21-70. j!eRT 3 - [XECWON
Mote: Testing of pressure main "nes shit sever prior to Inete"e"on of the otoothle am,!, l vofves.
A. Material Net
6, PVC selvwrt-void fNN"gt shati M SehOdvle 40, 1 1-1 NSF Opp or conforming to ASTM het proc•dun 3.01 04SERVATION OF SITE CON
1. The Cerihaaar shell fumiNh int erMolse, equipment, in tivial , err Processes •peat" by name M M* Drew! 99 02496. S. AN Pipits under war
to •rias shah he fesftd undue hydrosfe"c presnrn ef 160 pounds ►es- square kWh end
and Spealficottons. No substitution will be allowed without prior wrffftn approval by the City of Rancho A. All -e°ted dt"»ntie"s ars epprox►mate. The Cs"hwelx Nati cheek ant vsrffy all Nit• IMmsmtfem and rssoivs pawn weter"ght Prier te pM"g.
andS * 6. S~ ow tool and primer for PVC tolvsnt-wstd pipe abd fittings shall be of type and imtiv"vflon msthodt approval from the City of Rancho Cucamonga prior to piece* Ing with work ung this See"e".
PreoeriDed by the manufacturer. 4. Svstoln peesure M N"vO ler ref lees than six (9) hsure. If leeks do slop, ►apiece )slits and repeal Nei trill
2.Cucamonga.Complete metrrid Nsf set" M wbml"ed prier to p@rfennhtg any went. Malarial Net thaN Include int 8. Examine exhai oare In excavating and working neer existing uM1"". The Cc haoNr she" be reepamfbh for entire syst*n, Is proven watertight.
f
7mma
manufooturw, model number, and description of ell mal Halt and equipment to be used. Although manuleahtnr utility 1000"ons. S. AN. All PVC pipe mutt boor the following markings: damage uttlMl" which on caused by his operations or neglect. Chock existing uNtiNes drawings for existing
and other Information may be different, the following h a guide to proper submental format: ftydroetetie Nets Melt M made e"fy M tet peeony* of fit OmnsrGeneralCenfreetx umd it City of Roneho
•. Menufaeturtr"e name Cucamonga. He pipe shall be backfilled until it has been ob*ervad, feel . and approved In writing.
� ��ee �nNgOhM �N ha, b. Nominal pip* Nz• C.other
coneeh Mstoor dlf a tprn pialor Ingmalltry Ineivoing pip•, se there en. N no MNrfarsnea w"h u"if"" es-
a. Schedule or Bloss oM*r consiruetion or dlfflcuitr In planting Mat, shrubs, and ground covers. 9. Fumtsh "Ovestery farce pump end •" oM@r fes! Ogvlpmant.
1 Backflow P evenfer Fob** 825-Y-9V d. Preteure rating In P.S.I.
Z Automatic Controller Colstnn ETI •. NSF (National Sanitation Foundation) approval D. The Contractor tfiatt carefully cheek oN grad" to satsfy himself that M may ea/sty paoead before stor""g 7. When fit irrlgaten gstsrm► N semphhd, perforin • eeve*ege IoM In fit pr@Nnee N 111• Cly N Renato
3 Mader Valet Superior C 3100 RCV f. Date of extruelon work on the Irrigation "am. Cweemonga to dsttrr"in* H the wafer cove.ego for planting ones Is eomplot end edequale. Furnish all nhehrids
4 Ma alp Sund perform all work required to so eel any Ired"uoolee of cover*" dee to dvrtoflone from the Dice rage, or
t. All f""nge •heti beer the "arrufaeturer's name or 1 ade"nark, motorial doolgi on, size, applicable I.P.S.I.►.S. 3.02 PP,EPARATION when the system hos been willfully ineta"ed ee Imdioated on the Drawlmgv when it Is obviously Inadequate,
IrAgatie" submittal must M OpOe"Ie and 001 plate, AN Semi rmvN by "IW 6" should inainde •slvsIM, primef pro
schedule and NSF "of of apves, without bringing this to the othnNon of the City of Rancho Cueormomgo. This test Mall be ocoompllthsd before
w1re, oo"nvctors, vght, boxes, Oto. No "glee of mgnvfooturer's literature (catalog outs) on required as wbmtftal A. Phytical layout: any ground cover le Planted•
wire. connectors.
ation. C. PVC Non-Prsetvre Lateral Line Piping:
1. Prior h Inalcifo"on, the Certhaetor shaft set Oaks mA all Proven svPpty Rne•, rov"r►g and leee"en of sprinkler I. Upon eemptv"on of each ghees N Werk, the enMrs sytt*m MoM be fsthd eM adjusted h nest tits
Infor3. Equip item! es- male fail MsfeMd es- furnished wlltapt prier approvd ei fit Cly of R°nehe Cueame"ge may be 1. Na"-pnnure buried lateral "n• piping ~ be PVC Schedule 40 with setve"t-weld )elms whom ImstaNed In hoods. requtrements.
refectod and Me Contractor may be required to rtmow such me+eriale from the e"• at his own expon". Planting gnat.
2. All layout days pr
Nei the product or shell bO approved by the Cly o/ Rancho Cucamonga prior toIneaNe"on. 3.07 MAINTENANCE
4. Approval of any item, Orel i a"vor s wbe"hi/* I dleal 0* "NO uppvre
s m#hv meet fit joints.Men-pn"vre lateral Nm piping Installed under paved areas stroll M PVC Schedule 40 with ealv*M welded
requirem*nts of M* Drawings and Spaelf►ootions on the bash of Me Information or samples submitted. jonts. !, Wafer Supply: A. The sn"n FrrigeNem •rNem sthaN M under full autome"a agora"on ler a pMed N •@-- (7PriorN any
1. pipe Ma" be meds from NSF approved. Type 1, Grade N PVC aompeumd eomforrim" to ASTM r"m I. The Irrigation eythm shall be connected to water supply petit(.) of ee"nvetem e, Indicated en the Drawings. Planting.
Monufacturs�s werrim"oe Mo" net relieve the Contractor of tele liability under int guorort/se. Such werrantise pOafflca"on D1794. All Pipe must meet rsqulromenh set forth In Federal Specification PS-22-70 with an
9. The Cly of Rancho Cveamenga r•sarves the right to wohe or charier the eperaten pert
shall only supplement the guaromtes. appropriate standard dtnmension ratio. 2. Connie"ens Mall be mode of the approxtmete loea"en(s) shown on the Drawings. The Contractor Is
respon0bie for minor changer cawed by actual sits conditions. 3.08 CLEAN-VP
8. RECORD DRAWtNOS: 4. Except a need in perogropho 1, 2, and 3 N this sec"on (2.018). ON rrgvh+mar+h for nen-prenure Wet I Noe
i. The Contractor ehaN prorMe and keep u►-fe-dollo a templets record Mi N biutMn• o"N prh+M wile! Mall be pipe and f"iMgs shaft be the Oome " for solvent-weld pmesure main line pipe and fN"ngs as set forth In section C. Elec/rlevf Supply: oft.Cloo ••tap NMN n meAs as eft Meero"m N wort peed dow•. Rufus• and atteaw llri Nail t rt work from 1M
1. Theo
daily, showing every ohangm from • erfglnal Drowinge and Spealfice"eno and fit excel installed 2.018 of the Specifications. Nle, all walks and paving *hell N bleemed es- hashed down, end any damage svealnad on the cork of ether Mo"
go *a
locations, sizes, end kinds of hangs r ►rint* for this Purpose may be obatnad from the City of RoneM 1. Eloericol oonnseflo a for any and all oulame"e osntro"sn she" M moth to ehaMod peinf(e) N eenneero" es b• rlpeirsd to Ifs original eanditlon.
Ccation , sat cool. This ell of drawings Moil be kept on the site and shat) be used only Ci o regardom est. D. Brost Pipe and Fi"Mgs: Indicated on the Drawings.
1.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
2. The Cal 1 ooNr Ma" maks neer/ and legible noietom em the record draw!I p;*go N»ete defy N tet work 1. Where lrtdlegtvd on the Drawings, use red braes screwed pip* eerlermi"g to Federal Speaifleefien f1N1M-P-SS1. r Con ible f s shaft be mod* et fit by actual
a leeanditio ehawn en the Dretringt. The Contractor h
rwponrlDle for minor change* cause by actual Nle conditions. A. The Ce"trootor Char eperale sato sysAsnt M Its emlrsfy for t►e Cly N Renata Cseamrem+ge N time N Anet
proceeds, showing the work as actually installed. For *xamplo, Mould o place e/ equipment M Instotted In ° 2, Firings Me+t be red brass conforming to Federal Specification gWW-P-490. 3.03 itISTALUITION
location that do" not malate fit pion. the Contractor must Indicate that equipment ha• been reioeat•d M a graphic
ebs*rvaffon. Any items dm*m*d not soeaptebh by tit* City of Rancho Cucamonga stroll be reworked to •
monnar to as to match the sheMal , thele nl Indicated r mu M the Irrigation equipment
The bereteoand aged In nt and complete sat*faetion of the City of Rancho Cueamengo.
dlmentlons will then be tramsf*rred to the original record drawing pion of M• proper "ms. E. Capper PIPs OM Flfitrtgt: A. Trenching: 9. The
1. Pipe: Typo K, Mrd temporo. 1. DI trenches end t a" belle N frenah. N a" even t Mort*, record
dr shef thew uevlQOme tem Cite e/ Rancho nal sit ob Nal trO City has reached all veeateeriOs,
3. Before the deft N the fiat ebsMvetion. tet Cenhoetor OW 1 anefsr all Inforrnalen from the "record drawing' 9 mellow support pipe she Dret�1 IeY P1Pe •rode• n^etTi^Q rigs, equipment required before final ems observation een occur.
prints to a "pie myler or similar mylar maNrfal. Arrangements shall be made through the ofy for obtaining wed excavation stroll follow layout Indicated on M• t>rowlnQs and as noted.
septa or or tlrrt"or mytor mofMol. A" work shah b• In wahrprool Mold Ink and applied to the mylor by o Z. Filing*: wrought capper, solder )*W type. 3.10 SiTE OBSERVATION SCHEDULE
teahnlool pen mod• axpraaeh for ues vn mytor m.h,11. Such pan Ac" be Nmfar to Moa* m°rtuf°otured by 2. Provide /or ° minlmum o/ fwenfy-hath (24) Metres cover ler a" MApe"en "nes Mta"vd trace pvMng or
RopldoQrope node e: Eger, er Faber Co*fsil. The dimension* shall a made as to be easily readable *sun on 3 Jelnh tihaN M soidvred with d�rslMlriNls/�per'lrtslne,V&odmlum, w"dee'at 1125 hordscuptng. A The C•rrhaeter Mal � reepenvrMe her nNlfytng IM CRY el Rancho Cueememgc M advance for 1M le"ewtng
Moll be submlifed to Ma City i, and Nquldus df I1145 ebeervallon meetings, according to the "me Indicated:
the final controller chart (see Section C). The original "or "record drawing" plan
of Rancho Cucamonga for approval prior to Me eamptation of /M controller chart. 3. Pro�•'d• ler a minlmum of truants'-four (24) Inch" never ler a" prsasun supply tines o/ Mew (3) Inch" or
F. OofoVolws: larger In diameter. 1. Pro-Job Comferenes - 7 days
4. The Co"hroeter Matt dime+i-fen from two (2) psnnonerrt pe" N rN-nnce, such as bufdinq corm" sidewalk 1, b" Veto" (i%' and smethr) 4. Provide for ° minlmum of elghes hfoon (18) Inceevr for all preswrs supply Nnse N two and one be" (2K*) 2. Propoure supply "" Msa"eNen - 24 heure
odgse, road Intersections, oto., the location of the following Items e 1 - 24 hear
end w
he sgvfp
ve
valves a. BInches or smaller
3. C
e. Cenn*eton to ex}tffng water tines. ol Mall M a 12S Ib SWP bronze to will threaded ends and shot ped wilts ° stoinlsas shit Lateral tine sprinkler Mtte"a"en - 24 hears
b. Conm*e"a" to exit" electrical power. handle. S. Provide for a minlmum of lwoS (12) inehn for ON M&M-111016ssure NMN. 1. Av
e. Gate valves. a.
Bell valve shall be Nfboo T- 695-70-99 or approve equal. hmafle eel beret Insteitater s
- 24 hours
a
d. Routing of sprinkler pressure "nee (dlmOmslen max. 100' along routr►q). . All Belt vol es shall be Installed per detail. 9. Provide for a minlmum cover of efghte" (18) Inches for oil oorthd wiring.
6Cn
•. Sprinkler control valves. 2. R*d"emt Wedge Gets Vet" (2" and larger) S . eld win Msta"vtcn r
f. Routing of control wiring and locations of all splice boxes. 7. Refer to Cllr Standard 120 'Trench Repair' when within City a#reeft wveaptiDle 00from bent.
I. Crosse" uppity fns end lateral "mar hung - 4e, heves
g. Quick coupling vetoes. a. R"i"eM Wedge Ooh valves M
all be wary *echo and equipped with a 2" opera" nut. B. Beet•fll"req: s
7. Ceve•age reit - 48 hoursh. Stub-outs for future eo"nee"ons• J# I b. Rstllienf Wedge We salves shall be No. 403 RT-RW " supplied by Wath or approved equal.
I. Other related equipment as directed by "N City of RoneM Cuoemonsa. e, Alt Rsstllent Wedq• Oats valves stroll b* Inetailsd per detail. i. Th• trMehoe Mar not be backfired unfit all iequif fits ars Performed. 7 emehn ~ be on a ufy beekfRled
5. On or before the doh of the final field observation, the Cortmefor shall dither the m *a!ed and vemrpiehd I. the excavated materials approved for Daak/ttting, oonsirting of Garth, loom, Bondy oily, sand, or other i. Finoi ebmOrrarer - 7 days
sepias to the City of Rancho Cucamonga. Delivery of the **pigs will not relieve the Contractor of the 0, Quick Coupling Velv**: approved materials, free from targe clods of earth or Mons*. Beekitll Mall be mothomioefty oormpeated M
responsibility of furnlMing m
required Information the+ may be omtited from the prints. land*coped areas to a dry dorislty equal h od)o"rif undisturbed cell In plem"ng areas. Boekfill will conform to 8. Wien tbserva"em haw be" ssrlQtreld elhe► then M• Cly N RoneM Cueerneng°, thew svldm"ea M wrtlmg
1. Quick wuprng valwoo shall haw a bre--, two-plies body deeigmsd for working pleasure of 130 P.S.I. adjacent grades without dips, sunken arta*, humps or other surface Irregularities. of when and by whom Mesa observations wen made.
C. Contre"er Charts:
1. As-Ducts drawings she" he appfavd by tit Cly N Rancho Cueamenga before eel 11 shaft ere prtportd. 2. Quick **UP" vat" et
s " M operable with a quick aovpler key. Key Nze end typ* still b• as shown on MO 2. A ilea granular ntotsriet baekATl will be krifloly Placed on ON tines. He farsign nater lger MMH
aran ane- (%) C. N• alto •bMry11x111
aNa"s s@rnrrrOrhath
e wotA 'A•-Buri' micro mgs
drowl . The •• r •!err
nfaeter mei sett ler e
Drawings. Inch In tine will be permitted In the Initial ir
lal beckflll. db" with "h
out 'As-Burt' record drawings, wout eomple"ng previously noted coffee one, or without
PreverM9 the sVeto for mold via".
2. Prcolda an* am Via ms- ehart for each o*ntrefvr "queries. N. Beetrffew ►reventon Units: 3. Floc ling of trenches wl" be poll filed only wits a" oval N the Cly N Rancho Cueemense.
CONCRETE SPECIFiCAT10N3
3. The alert Sher Naw "to tree sentro"ed by /he autema"e 4011"*"er end Ma" MIM max►►nvm *fro whleh the 1. Biakflow fah un" •trait be N Oh* ant type 1ndle~ in the i►rigatan drew 1`1111111- Insall beekflaw 4. if smt"errr•M eoeure and subsequent a"!i@I+h In pip*, MI, , sprinkler heed*, islrn, pferr"i . or ~
contro"er door will allow. finvenflom units In aecordenes wilts the Drawings. eonstrvctlon ars necessary, the Contractor shalt emvke all required odjuetrments without cost to the City. TART 1 �NE11tAl
4. The short N to bO a reduced d1colf 19 N fit aoival Insta"ed sysism. liew@is , M the @veil N» esMroNe► prefer"oil uar have a bronzed screwed bey wth 60 meet moreere
el eerm and C. Tnehinq and BeeirAN Under Paving: 1.01 Deeerfp"on
sequence Is not legible when the drawing Is reduced, it shall be enlarged to a size that will be readable when 2 N alloy w
""s Mw
reduced. Moll b* similar to Blioy /1009 or approved equal.
1. TrenahN octet
located under where pav}r►g, srtphotNc •aaroi•, or eemere'is will a kttfersd, thafl be boo~ ler e•"amtls kr/emtmetem rNK 1• fit Blended Spse"kaflens ler public Werke Gnthvetton (grow Mak:
rThe chart shat d• a black sent or blu*ttn* ozelld print end ° different actor Merl be used to indicate the area of 3. AN prMwrs main "n• pWmg bshrnn M• point of eemtedhon and 1M beck"ow preveMer shaft be Installed as with sand (o layer four (4) Inch" below the pipe and six (9) I lot a above the m
pip*) amd compact In layers to 9S Ed"len per the City of Renche CuseongN o). Refer Sections 4, 201, 303, and 400, as well as any ~ s "en5. e
requlred by local code, he Contractor shall verify with the local governing body at to material type and % oomtwotion, using manual or mechonhel tamping devices. Tre"h" for piping shaft be oempoclvd to equal the related to the a Walla"on, per and post installation N concrete work, malarial•, labor, and clean-up. The Standard
coverage for each "Ion. Installation procedures prior to *tart of construction. Submit shop drawing for approval. compaction of the Oxteting ad)vetnt undisturbed sell and shall be left in a firm umlteldfrhg eendltion. Ali trenches Sp"tfloa"on* for Public Works Construction Is available from:
M• short she" he h@rfnetaary •*vied befwe@n two pieces N ptosfk, seats glee* *hall F. left flush with the adjolning prod*. The Comhooar shall set In pl°et, a" and pressure test all piping under
B. Whet esnrptshd and ePPreved, I. Check Vehn:
paving prior to the Paving work. New•
rmes
3035 Overio"d Av
being a ml"Imum 20 mite. e
7. Thies M°rfs shaft M eempletsd end approved prior to the find field observation N til• irriga"on syttvm. 1. swfng cheek vein" 2" and •mater Mall be 200 pound W.O.G. bra go oemsfnroMem with npbeeobh ing 2. Generally, Pipunder wds"ng wafts If dons by )•ekMg, baring, or 1 ydruuNe illi) but where amp *wW" or Les � 34
AmgvCA 900
wmpoettien, neoprene, or rubber dist and shall mea# or exceed Federal Specification WW-V--51D, Class A, Type braking of sidewalks and/or concrete Is necessary, it shall be don* and replaced by the Contractor as a port of the (310) 202-7775
0. Operation and Mvtnlsnanea Ma"ualr
IV. Contract coat. P•rmt"ton to out or break eldowolke and/or oenareh set" be obtained from the City of Rancho
CucamcnQa. No hydraulic driving will be permitted under concrete paving. 1.02 Seep•
1. Prepare end delver to the Cly of Ranehe Cueamefrgs wfft ten seNnder days P►ter to *-Pla#leri ef 2. is s crab valves shat M a heavy duty v1rgM PVC eealve sal with F.I.P. Mead IMM into drawn Ifrom
0enetrucNon, iwo hard-eevsr, tires ►ing bind*n centolning tha followtnq IntormoNon: ports atoll be a#atnle" a#y*! and neapnnm. Anti-droll vats shall be A•ld od)vetoble agolnet drowout irorn S a 40 3. Rale• to City Sandord 120 *Trench Repair" when within C"y streets nr-cvpftble to traffic lead-. lirFurmMh and hhstar all eere+eh Werk eamp1ON a. hhdteeted on tnO drehrMga err N *peelllOd, ktatvd►ng, but not
feet of head. Anti-drain valve shall be stmttor to the Volcon "ADV" or approved equal. A. HodFwr lv the following:
en* number, and when Rats each ►neared D. MsTmbtt":
e. Index l9@1 which whkh stai" Contractor's nano, eddrsas, and foiOpl J. Central Wiring: A. Furnlelh end ell of reinforcing etaoi, bases, end anehe*s.
equlpmem# and mefvrtal Mom Including names and odilmesoo of manufactures Wool repr"*mtatives. 1. RoWing of sprinkler Irrigo"on "n" se India~ art 1M Drew" h dietrom"a"a. Motor "nes (end various
b. Catalog and parts Meeh on every material and equipment item installed under this Contract. 1 Except se rated eMerwlte, aennee"ors between fit outemo"e ee"trersre and fit *Willa 001110 vow* Mall oetemh'h*) In such a manner as to conform with fit details in the Drawings. 8• ktste" all Nam* nqufnd by other 1►edev whish are to be east tole senerrte.
o. Guaranty* a#ahnhent. M r"od* with d{r*et burial topper wire AWG-U.F. 600 volt. Control wiring Instilled In control wire ecrrdu"
d. Complete operating and melmhnem°e i 10mallans on all major eqvlpm*nt. within sf cure shall be mode with AWG-TW solid copper wire. Mot wlrw shall be a different color wire for 2. Install NO multiple oenmbrat in piasre NMN. Provide each et•@mbty w"% N• awn 9~. C. Cements mew drlps, foe"Is for want, fam°fng, pooh, bomahn, Ne„ when •pplIceDis.
2. In addl"en to fit abew "lerrMO'Od mteh+Nnertes menuefe, provide Ms Cry's moll Ntremee p•reenr►N w"h each automatic controller. Common wire@ Moll be whit* with a different color strips for each automatic
Instructions for major equipment and Mm
ow vldemce In writing a the City of Rancho Cucamonga at the comelvslen controller. Insall In accordance with valve manufacturer's sp tifioaflons and wire chart. In me case she" win size 3. Install all es"mbr" ep"Ifted herein M soeorderies with reepOethe doe". In •b-e"ee Of do! drewtngs or 1.03 Preteaten
be loss then /14. Specifications pertaining to specific Items required to complete work, perform such work In ocaordeneo with bees
of the project that this service hos barn rendered. *tomdard prootloo with prior approval of City of Rancho Cueomongo. AN Am#shed •emenN wont Mer be boo it N l
pedo !I m trefle for "wee (3) day*. Barricade •heft be plaood
2. Wiring shelf eaeupy the same trench end she" be Installed along the same routo as pn"ure supply or tolls, of knedlahty after came of finishing. Cantraotor shalt furnish. Placa and forma" aN of his own ber*lcadee.
E. Equlpm*nf to be Furnlst»Q: times wherever ponible. 4. PVC plp• and I'll thafl be thorovgMy oleo rrN of dirt, dust, and mefetun Mere Ima"aten. Installation and Contractor she" b* nepamf}bl* for any domog* to now conetruct on and rel looemamt or npafr of the work shall be
eotyant welding methods Mott be as rocommonded by the pipe and fitting manufacturer. mode without added ate to the City.
1. supply N a peri N Mh eemir°d int lefewMg 1008. 3. When men then one (1) wire Is plaead In i trench. the wiring sha#1 be tepid leger or at I lei wel9 of fMt en (15) -
fea#. S. On PVC h maid car neallom, tet Car froeter Mail Werk the metet •enrtvatem Aust. T~ tape
or pp+mvN 1.04 Chin-up
a, Two (2) sets of speole flash required for rernevFng, d oattemrbil end ad)ut"ng each type of spAnkler and equal, shaft be used am all threaded PVC to PVC, and on all threaded PVC to metal )eMle. Ugh wrench pr•essume
vel" su ed en this project. 4. An expenelcn sari strait be provided w"hi" three (3) foes ef each wire eon n•eton. Expel -!oil turf Mall be N to all t4at h required. When threaded PVC oomi"loons ere required, use threaded PVC adapters Into which the Upon eempleRon N ell •enema! work end before Anel seeep/vnee. fit C•Mroeler Sher rwmavo ON took, surplus
It. Two 2 four-foot valve keys for op•ralerh of 00h vcfv". sufficient length al each splice connection at each elactrlc oorilrol valve, se that In ease of repair, the 'vat" bonnet pIps mroy be "hart welded.
e. Two 2 keys for seats eufomatie controller. ma/Mofs, apparatus, debris, oto. from the alts and the site stroll M l*It In a clean, Haat eand"len ooeeMaDls to the
d. Ons iJ quick or each
key and matching hos• swhel for •very fit (S) or /recflon tneref of each type of quick may be brought to the surfoo* without dlveonnecting the control wires. Control wiry* shall be laid loosely In F. Line Clearance: Cit
eeupttnq valve Installedfrenah without .!rats or stretehing wire conductors.
1. All "nes Mail haus a miMrmum oieare"m N six (8) Inehac
w from th eller and twelve (ii) Inches /ram rues N
2. The abew mentioned tlaN N h►nted •ver b Nit C N fit ee"afusten N 1M Pro}taf• Miert final 6, AN Woos shell be tnedt wf h Beofeh-Lok /3576 Cenneoler See"ng Peeks, Rainbird Snap-Tits wire ether tend", with the exoepllon of M• control wire s19r*9) which shall be installed adjacent 6 pressure supply
N} sonneoters., or approved equal. Maks only one tpttat with each connector sealing pack. lin*. Parallel fin" Mall not be Instilled directly over on* another.
ebeervelion eon occur, ovl epos that the City hos ne*fvd material must be shown to the City of Rameho
CueomonQa. g, Field elle" between the outomatie oe"tro"er and electric control vets" will not be allowed without prior F. Aut,ma"c Controller Assembly:
1.04 PROOUCT DELIVERY. VMAOE AND HANDLNiO approval of the City of Rancho Cuo°mem9c.
InstoN as per mortvfvotvrsr't Mstrvetem. R*meh esmhal vale" shall M eenneehd to cem#roMr M mnnoleat
A. Memd"ng N PVC pip• end ffl"ge: The CeMroefer le e•uNoned to am@ of@* ears M landing, leedi"B. K. Automata Controller. sequence at shown on the Drawings.
unloedinq, Ind storing PVC pipe and fi"Ings. All PVC pipe shall be transported M a vehicle which allows M• i. Auloi i ceentrollef(s) Mall be of *Its and iYPe she" on the Drawing*. G. High Voltage Wiring for Auto ratio Comtro"or:
length of pipe to No fief es as not to subject It to under bending or a content clod external load at any palm#. Any
section of pipe that has boon d*nt•d or damaged will be discarded, and N imelolt*d, shall be relpfooed with new 2• Final locaron of automa"o controller(t) shall be approved by the City of Rancho Cucamonga. 1. 120 volt power connsallon to the automa"a oaMrofer Mor be
CRY
piping provided by the Contractor. DESCRIPTION OF REVISION �,� APPRovED
3, Unh" etherwlss noted on rho Di ewMgt, tet NM
120 "it •a °el power to each outorne"o confrere► Wean Is to
1.05SUBSTITUTIONS be furnished by others. The final elM
electrical hook-up shall be e responsibility Of the Contractor. 2. All electrical work shall conform to local codes, ordinenew, end unto" authorities 11e+'1n9 )uriedleten.
A. R 1M CgM�hr wiMit N % t " egt+�ill ormNsrialt for M• egvfpm.M of mese'. Nord an the L Electric Con" Valves. N. R.mate �enhnl Valvas: CITY OF RCUCAMONGA
Drawings end Sp"Ifieaflome, he may do se by providing the following information to the City of Rancho
Cueomonga for approval: 1. All oleaMa control valves shill be tet same 0" and type shown on Me Drawings. 1. Instal when shown on IM Drawings. When grouped Ieg*lar, clow of hest twelve (1Z) i"eh" between
1. Provide o .1.1ginei f I"dlevtnq the roe"" few molih fit substitution. Use a sapara'te sheet Of Paper for Ouchadjacent valve box . Install each remote control valve In o *Opera% valva box.
Item to be submitted. 2. A" elmeMo control valvae shall have a manual how ed)usfmmnt. "
I. FlurRinp of Syefann: TMTrvi VICTOR_ _IA_
2. Provide d"criptive sawlog Nhrofurs, perfennanoy °harts and flow Moto for each Item to be sub.f"ulod. 3. Provide and Install en* oeritrol vats box far each electric control vets. T1 1�J COMMUNITY
1. After e" new prinkler aPV fines arhd risen ere M piece end eomreeNd, all necessary d+e.rtian Werk hos been
3. Provide the emevmf of see savtmgs H the wbetitvNd item h spprowd. M. Control Vat" Boxes: oomprm'ed, and prior to Insteltatfon of sprinkler hoods, the control waives shall be opened and full head of water
used In flush out 1M system.
9. Tho City of Roneho Cueamonge oho" hive the soh rmsponstb""y M "-V""9 or role" any subn'ttd iter" 1. Use 10' x 10-3/4' neuro box ler or gate with r Conon industries /9) Inche w"h green bait-dawn cover er
as on approved equal to M• equtpmmnt and materials listed on the Drawings and Speatftoe+lons. approved equal. Extension sleeve shall M PVC with minlmum size of six (9) Inches. 2. Sprinkler McQt set" M Installed Only •fit flushing of the system hes besn seeempthhed to !hv eemplete TRACT RANCHO CUCAA� A
satisfaction of the city of Rancho Cueamonge. 16 3 3 4
1.09 GUARANTEE Z. Use 9-1/2' x is" x 11" rteangvler box for all stooMe control velvet, Corton Industries / 1419-128 with green
bo"-down Dover or approved equal. J. Sprinkler Needs: -
A. The gYlami l e for the iMge"en .yei.m tet" be triedd. In weer de it with the attached form. The General IRRIGATION- SPEC I F i AT i O I S
Condftiont and Suppfsmertary Conditions of M*se Speatlloation* stroll be filed with M• City prior to acceptance 3. Use 9" dtomster x 8-3/4' deep round plus"o valve box for v11 quick coup"ng vetoes. Careen IndutMrn / 908-12 1. Inttvll "r sprinkler heed. et deNgn°hd on IM 0►°wingt. Sprinkler Melt a be Inta"sd M Mh work Mer be FRA w 2Cx87
w"h green flex-lock cover or oppi owd equal. equivalent In all aspects to Moe* "•mired. _______
e,1 M• irrigation system. APPROVED 6Y: DATE:
B. t copy of M• Guaranty* term she" M Included In the operations end malnte"ene• marital. 4. Use 9-1/2" x 19' x 11" rectangular box for all electric control vets" InotO"sd within an-grade londw?oped arms. 2. Sp"..Ing of Mods shall not exceed the moxlmvnh Indfae+vd on the Drawings. In me cess stall int spacing exceed
Carson IndutM" / 1419-129 with green bait-down cover or approved equal. the maxlmum recommended by the mamufacturer. CITY ENGINEER RCE ECO 24953
_ � `WDS�E• OESICNEL7 RECOMMEN ED:
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ilio RADMACHER
DR1M'`' 9 - ASSOCIATES, INC. I=
Lelndsenpe Architects
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R C I4 R AYE N U E COBBLESTONE—TYPICAL s
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PLANT MATERIALS LEGEND
Symbol Botanical/Common Name
Trees:
Si
ze Spacing Quantity
,S•� to T-1 Rbus lances—African Sumac I5 Galloa '
20 O.C.
¢ • 10
1 T-2 Brachychiton populneus—Bottle Tree 15 Gallon 25' O.C. 16
T-3 Pyrus calleryana `Aristocrat'- Ornamental Pear
15 Gallon
>' 20 O.C. 7
' � T-4 Pinus canariensis—Canary Island Pine 15 Gallon 25' O.C. 2 R
Shrubs:
_ S-1
Juniperus horizontalis `Witonii' — Blue Carpet JunipererJT1.3
5 Gallon 5' O.C. 68S-2 Phormium tenax `Tom Thumb' —Flax
S Gallon 2' O.C. $O
rr Ori S-3 Abelia grandiflora—Abelia
5 Gallon 510.0. 34
5'-0' 9'-0" Cv'-o -
S-4 Leptospermum scoparium "Ruby Glow'- Manuka 5 Gallon 6' O.C. 48
PIBr��� �obbl� �8,.,}-�✓ �(dewalk God►� Plated S-5 Rosmarinus o. `Collingwood Ingram' - Rosemary S Gallon S' O.C. 74
S-6 Nandina domestica—Heavenly Bamboo 5 Gallon 30" O.C. 72
E CT I 0 N n A" S-7 Agapanthus africanus `Queen Anne'—Lily of the Nile 5 Gallon 3' O.C. 65
SS-8 Raphiolepis indica `Ballerina' —Indian Hawthorn 5 Gallon 3' O.C. 43
S-9 Abelia grandiflora `Edward Goucher' —Pink Abelia 5 Gallon 4' O.C. 11
SCALE:1/4"=1'-0" ROCHESTER AVE. r•
5-10 Hemerocallis hybrids `Yellow' — Daylily S gallon 2' O.C. 54
2 S-11 Lavendula dentata— French Lavender 5 Gallon 3' O.C. 30
8 T '
EDISON EASEMENT
• , — Vines:
8 11 V-1 Parthenocissus tricuspidati—Boston Ivy S Gallon 15' O.C. 36
V� 510
Groundcovers:
Topdressing Only—4" thick layer of wood mulch. Local Source: "EARTHWORKS"
All Planta QAreas 13510 Citrus Avenue Norco, California T5 (909) 538-3321.
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COBBLESTONE—TYPICAL io
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I3`f°J.o PAPP 11 �' 28 - CITY OF RANCHO CUCAMONGA
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5 4 3 2 1 1 SECTION B 12X20, TRACT 16334 RANCHO CUCAMONGA, CALIFORNIA
SHENANDOAH DRIVE SCiALE:1 "=1'-0"
ROCHE ST R A VE NUE
/4LOT 'A' FR/4 "258 APPROVEDY: PLANTING LA
B DATE:
T "All
ENGINEER RCE: 24953
LO0 JNDSCAPF DESIGN PLAN PREPARED BY: RECOMMENDED
SHEET INDEX e1w
Fronk W. 9'Ply FRANK
W e-0 F� DRAWN R ' RADMACHER
ASSOCIATES, INC. SHEET
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Landscape Architects L-- 11
�•�• PHONE (714) 892-1774 TAX (714) 832-5921 _ 0r-
• •
9 f Caj �� CHECKED 14841 Yorba Street, Suite 204 • Tustin. CA 92080
� C Al �0 DRAWINGNQ.
R, DATE 10 2PA002 RLA NO 1110
PROJECT SHEET NO.
OF
PLANTING SPECIFICATIONS
PART 1 - GENERAL
1.0p
1 Sco • of Work:
3.02 Topsoil: PART 6 - WEED ABATEMENT
Contractor shell provide all materials, labor and equipment incidental to and necessary for eompleffmO all work, as A. Existing on-site soils listed as 'acceptable' under 'Site Grading' sae-Iftcatlon. 6.01 Scope of Work:
Indicated on the drawings, as reasonably implied, or as delineated to the Specifications as follows.
B. Tapsell imported to site for use as 1111, backfill to planters and mou-nding, shall be sandy textured. Sift plus cloy Provide all material, equipment, and labor necessary to perform oil work as indicated on plans, as reasonably
1.02 Standards: content of this soil shall be no greater than 15X by weight. The b,)rrin content of this toll shall be no greater than implied, and as delineated 1n the specifications.
1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0
All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the millimohos per centimeter at 25 C. in order to ensure conformance, samples of the imported soil shall be 6.02 Ouollty Assurance:
minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. submitted to an agronomic sells testing laboratory, approved by the pr•iject Landscape Architect for analysts prior A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control
to use. Result of testing to be delivered to City for approval. Sell test to include analysis and recommendations. Operator and o Post Control Advisor In addition to any subcontractor licenses that ore required.
1.03 Oualify Assurance: 3.03 Sell Amendments: B. All materials and methods must conform to Federal, State, and Local Regulations.
A. All Contractors performing Site Development work, must be licensed In accordance with the laws of the State
of California. All soil amendments shall be as specified in the Agronomic Sultoblli+v;'''ert111ty Solis report furnished by the 6.03 Submittal:
Contractor Prior to the installation of any wood control materials, the Landscape Contractor shall submit to the Landscape
B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material 3.04 Soil Preparation: Archltect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed
Suppliers expected to be employed during the course of construction. P types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall
C. Contractor shall obtain and keep In force Public Liability and Property Damage Insurance, during entire course All work on Irrigation system shall be complete and inspected for recommended approval and, fine grading furnish the Landscape Contractor and Londecope Architect and City data to demonstrate the compatibility of the
completed, prior to rototillin and rior to sell amendment work. weed control materials and methods with the intended planting and seed varieties present.
of the Construction Contract. The amount of Insurance shall b• determined by City. P g P
D. Prior to start of sit• development work, the Contractor shall notify the Landscape Architect and City to give After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth 6.04 Responsibility and Coordination:
starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and of 12". All rock and debris more than 2" In diameter shall be remo,,ed from the site, except for areas that are to be
sodded, In which all rock and debris more than 1" In diameter shell be removed. A. Landscape Contractor is responsible for the erection of all slgns and barriers required to prevent intrusion into
telephone number of the parson to charge of the work.
the treated areas and to notify the public.
1.04 Responsibilities and Coordination: Apply , spread, and rototil in all sell amendments as recommended to a depth of 6". Water area thoroughly after
rototllling is complete. Incorporate evenly into the top 4 to 6 the ful!owtng for each 1,000 square feet of B. No material or methods shell affect the landscape planting or hydrosood germination. No material or method
A. Permits: The Contractoe shall obtain and pay for all permits and inspections required by governing authorities planting area: shall render the job site unusable for more than 10 days from date of application.
for the work to be performed.
4 cubic yards of nitrolTz•d Redwood or Fir shoving or equal. 6.05 Non-S•Iscily Herbicides:
B. Existing Conditions: The Contractor shall verify all condltlons and dimenslons shown on the plans at the site 200 lbs. of Gro-Power or approved equal.
prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all The above soil conditioning are minimal qualities only and should be u3ed onty for bidding purpose, because soil Non-t•lective contact herbicide and/or non-soleeffve systemic herbicides (at recommended by the Pelf Control
underground utilities prior to start of work. conditions may change drastically from the time these specifications were developed to the time the actual soil Advisor)
conditioning take place. Therefore, the Contractor shell obtain his own sells analysis at a rate of one per every
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as' 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic sells testing 6.06 Selective Herbicides:
water, electrical power and gas as required by him for the construction of the project. Temporary services shall be laboratory approved by the project Landscape Architect and City. Copse• of the soil test to be provided during the
job conference. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor)
Pre-construction
coordinated with the City and other contractors on the job site. j
D. Survey, Reference Points, and bovatlons: The Contractor Is responsible for establishing all surveys, reference 3.05 Finish Grading: 6.07 Weed Eradication:
points and elevations required by him, and shown on plans for proper execution of site construction.
Atter rototilling operations an complete, grads areas to establish finish grades for planting. All flow lines shah be If In the opinion of the Pest Control Advisor, perennial gra»es and weeds existing in the planting onus will
E. Traffic: The Contractor Is responsible for all temporary traffic barriers and detours required by him for the maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. require control prior to removal, spray these areas per Pest Control Advisor's recommendations.
construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by
the City or governing authorities. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from
planting areas.
1.05 Defective and Unauthorized Work: 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the
All work which Is determined by Inspection to be defective in its construction or deficient in any of the Wed abatement work shall be coordinated with the installation of the irrigation system rotofflling and toll soil. Physically remove all weeds from the site.
requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his amendment work, and planting. (See Weed Abatement section).
PART 7 - LANDSCAPE MAINTENANCE
own expense in a manner acceptable to the Landscape Architect and City.
PART 4 - TREES AND SHRUBS
7.01 Scope of Work:
1.06 Inspections: 4.01 Scope of Work:
ce
The Contractor shall orrang• for inspections by notifying the Landscape Architect, City and governing authorities, Provide all materials, labor and ed or as necessery for, or incidental to, performing all t limited
to
24 hours prior to time of Inspection, unless otherwise noted. Inspections shall be as listed below, but not Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as requirements as reasonably implied or as delineated in the specifications including, but not limited to the
necessarily in this order. Only the Inspection pertaining to the project *cop* of work will apply: reasonably implied and as delineated In the specifications. foilowlmg:
Rough Grading. 4.02 Products Maintain all plants and planted areas.
Drain Lines and Catch Basins. A.Nomenclature Plant names Indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas free of woods and debris.
system operations teat). American Joint Committee on Horticulture. Except for names covered t'iereln, the established custom of the Prune trees and shrubs.
Irrigations (moire line pressure, coverage
nursery Is followed. Fertilized all plants and planted areas.
Soil Preparation and Finish Grading.
Plant Material (delivery & placement). Irrigation.
B.Conditlon- Plants shall b• symmetrical, typical for vane and species, sound health vigorous, free from Insecticide spraying.
Substantial Completion inspection (at completion of landscape Improvements) - 7 Days. �' � �'p h' p y' g
Final Inspection (after maintenonc• period - 7 days. plant disease, insect posts, or their eggs, and shall have healthy, normal root systems, well-fllling their container,
buy not to the point of being root bound. Plants shall not be pruned at onytims, and in no case shall trees be 7.02 Ftrtiltzers:
The contractor shall orronge a Preconstructton job conf•rtnce with the Landscape Architect and City a minimum topped.
A. Commercial ftrtttizers with an analysts o/ 5-3-1-Gro-Power Plus, and 12-8-e Gro-Power Controlled Release
of seven (7) days prior to the beginning work. C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from
1.07 Guaranties: shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, Gro Power (909) 393-3744.
labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape Architect or
A. Plant Materials: All trees, shrubs, ground cover, bedding plants and lawn shall be guaranteed from date of final City. r Ammonium n agricultural
Granular form containing State
not less than f A% nitrogen and 24X sulfur and shall b•
acceptance of landscape construction for periods as follows: registered as an agricultural miner, with the Stats Department of Agriculture In compliance with Article 2 D. All plant material delivered to the sit• showing signs of damage or disease or is insufficient In size to carry out "Fertilizer Materials." Section 1030 of the Agricultural Code.
Tress 24" box & larger 1 year the Intent of the planting plan will not accepted and will be replaced of Contractor's expense.
7.03 General-
Trees 15 gat. dt smaller 1 year
Shrubs All sizes 120 days E.Sizes of PlantsShall be as stated on the Plan. Container stock (1-gallon, S-gallon, and 15-gallon) shall have
been grown to containers for at least one (1) year, but not over two (2) years. Maintenance shall start Imm•dlot•fy after landscape irrigation and planting.
Ground Cover 120 days
Beddin Plant 120 days F.Substitutions• Substitutions for indicated plant material will be permitted provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work,
Lawn sod) 120 days
rim
Lawn seed) 120 days from first mowing approved in advance by the City, and are mode at no additional cost to the City. Except for authorized variations, and continue to maintain theuntil final acceptance o1 total project. Replace any dead or dying plants as directed
all substitute plant materials shall conform to the requirements of thein specifications. by the Landscape Architect and City representative.
Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period.
Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no G.Plants Not Aep votPlants not approved are to be removed from alis Immediately and replaced with suitable A. Irrigation: Operate Irrigation system on an established program to maintain all plants and planted areas in a
from receiving written notice from the Landscape Architect or City. If dead material Is reef plants. . The City reserves the right to reject entire lots of plants repre�entid by defected samples. healthy condition. Irrigation system run-oft shall be kept to a minimum. Damage to Irrigation system rosulting
within 5 days from maintenance and equipment and or maintenance personnel, shall be restored to its original condition at no
cost and y g / P 9
City lace dead material with new material and charge the
replaced and planted within the S day period, C ty may replace H. Stake all tress, as per details immediately after planting to prevent wind damage. cost to the City. Failure o/ any part of the Irrigation system shall be brought to the attention of the City. No
andsca • Contractor for all expenses Incurred. re airs other than emergency repairs shalt be accomplished without written permission from the City.
L P P 9 Y P P P tY
P
B. Construction Materials: The contractor shall guarantee all workmanship and materials for all alto development, I. Plant trees that are to be located In lawn or ground cover areas after finish grades are first established and allow
for a period of one year from date of final acceptance of project. at least 7 calendar days prior to Installation of sold lawns or ground cover to provide for thorough watering of 8. Weed Control: Keep all planted areas frost of weeds and debris by cultivating areas of Intervals not to exceed
trees. All planting holes shall be excavated as defined on appropriate details. 10 calendar days.
1.06 Material and Labor Releases: The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program.
Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments:
C. Pest Control: Spray all plants and planted areas at beginning of malnhnanc• program and as may become
releases for all work performed under Site Development. Soil amendments shall be as recommended in the Agronomic sells report necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of Insects and
disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gocher control.
1.09 Disposal and Clean-up:
4.04 Trees Stakes:
Remove all waste materfole (Including excavated material classified as unacceptable toll material), trash and debris
g•neroted or encountered during the course of landscape construction, and legally dispose of it. During the course Tree stakes shalt be lodge pole pine free stakes. Sts fns stoking detail on plana for further informotion.a a Pruning: Prune all plants as deeded d and directed by Landscape Architect, at start a maintenance
program
of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and and continue to prune plants as directed or as may become necessary until the end of the molnienanc• program.
remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. PART 5 - GROUND COVER AND BEDDING PLANTS
Remove trash weekly. Edge ground cover to keep In bounds and trim top growth as necessary to achieve and
The site shall be cleaned upon the request of the Inspector. 5.01 Scope- of Work: overall even appearance. Exterminate gophers and moles; repair damage.
PART I-- EXECUTION Provide all materials and equipment and perform all work necessary for and Incidental to Inatalling all ground PART S - ACCEPTANCE OF PROJECT
2.01 Protection: cover and bedding plants, as shown on plans, as reasonably Impllpd. or delineated in the specifications.
health condltTon for planting. Plants shall not be allowed to dry out. 6.01 General:
Keepall lent material delivered to ells in a y P g
P P
Bare root stock shall be separated and he•lod-in, in most earth or other suitable material until planting. Balled and 5.02 Bedding Plants:
suitable material until
Upon completion of installation, o maintenance period of a minimum of 180 days for all landscaped areas it
wood chips a or other su t
burlapp•d planta shell have root boll covered with moist sawdust, p
P•rsnnlals and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and required prior to final acceptance of the work by the City. The Commencement date for the maintenance period
Planting variety shown on plans. shall commence upon written approval for all phases of planting Installation by the CI hPublic Works Inspector.ector.
Maintenance period shall be adequate to verify plant characteristics and establishment.
2.02 Installation- 5.03 Ground Cover:
Detailed layout of plants within the planting areas shall b• performed by Contractor and approved by the A. Two inspections shall be mode That affect the tstabtithment period: The fl after all plantings have been
D
etailedLandscape Architect and City prior to planting. Ground Cover. Provide ground cover of the species shown on plans. Ground cover shall be established and well completely Installed in order to approve the beginning of the establishment period, and the second at the end of the
rooted In flats or similar containers. establishment period. If plantings are not acceptable at the end of the 160 day period, due to defective
Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following maintenance, then continue establishment until all work me•fi with the Specifications and can be approved.
mixture: 5.04 Mulch: B. At termination of establishment period all plant material shalt be live, healthy, undamaged, and free of
Mulch: Shall be of compacted wood chip fiber. Infestation. inferior plantings shalt be replaced and brought to a satisfactory condition before final acceptance of
Native, On-Site Soft with rock no greeter than 3" in diameter work will be made. All areas shall be neatly raked and tree of weeds.
Gro Power Plus, 5-3-1 15 lbs/cy
iron Sulfate 2 lbs/cy S.OS Coordination:
(To b• used for bidding purposes only, verify with Agronomic Solis Test.) A. Do not have plants delivered to the job alto until alto conditions are ready for planting. If planting le delayed,
keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements.
After backflllin construct a 3" earthen berm to form watering basin around each plant, to allow thorough DESCRIPTION OF REVISION err
A g� in shell be completed and trees and shrubs installed prior to bedding plants and
Soil preparation and fine rad P g oAR Af�vEs
B. So I grading P
water-In and establishment.
P P
ground cover planting.
Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms in turf C i TY OF RCUCAMONGA
5.06 Installation:
areas to be removed prior to City acceptance.
PART 3 - SOIL PREPARATION AND FiNISH GRADING Plant ground cover and bedding plants in moist sell and space as Indicated on pians.
3.01 Scope of Work: Each plant shall be planted with Its proportionate amount of sell so as to minimize root disturbance. Solt mofstur• THUJUE VICTORIA- COMMUNITY
shall be such that soil does not crumble when removing plants from contalner.
A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation
and finish grading of all planting and lawn areas as shown on plans, as reasonably Implied, or as delineated In the Regrods planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4"
specifications. layer of mulch material shall be spread over the •retie planter area after grade is established. Watering shall begin TRACT 16334 RANCHO CUCAMONGA .
Immediately after mulching. (Grading shall accommodate the mulch)
B. Furnishing, placement and grading, of topsoil for backfilling of planters If required.
5.07 Protection: PLANTING SPECIFICATIONS
C. Cleoning and finish grading of planters areas and planting areas. A025 87
Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance, APPROVED BY: I � DATE: �
CITY ENGINEER RCE No. 24`IS3
o `WDSCgpE DESicNED SY.• RECOWWNDED:
`!Z Fronk Wel t' FRANK
c� 110 �� F R RADMACHER
DR'*W er: ASSOCIATES, INC, mEEr
fP. 1 . Landscape Architects ' i7 OF
�l • �� CHECKED BY PHON! (714) cal-1774 RAX (714) all-6m MWNC No.
F OF CA`0,D 14641 Torte Sttrit, Salta 204 • TUstaa. CA •lee0
�• R • DATE IV RLA
PROJECT Sqm NO.
OF
18 19 2 21 22
17 —
18 —
W�STHAVE[�.._ PLACE
15 25 24T23 POLE LIGHT, REFER TO POLE LIGHT SPECIFICATIONS, SHEET L—!
14 28 38
—'_
13 w27 37
12 --____---
Ln 28 -
11 29
10 Q
9 30 36 35 _
31
g 32 33 34
7 APLACE
CUMBE��
g 120/24M VPH ELECTRICAL SERVICE FM"
5 4 3 2 i FROM SOUTHERN CALIF. EDISON CO.
OONNECTION TO STREET LIGHT ELECTRICAL SYSTEM
SHENANDOAH DRIVE HONE
R O C H E S T E R A V E N U E
SHEET INDEX e1w
N. T.S.
EXISTING
STREET LIGHT
11
VE37HAVEN
w PLACE
WALKWAY
. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 2(;FlD, 3/4w - - - - - - - - - - - - - - - - - - - - - - - - - - -
/ TYPICAL ENTIRE RUN
VOLTAGE DROP AT END:
0.671 (1.5V O 24OV)
v COMONATION ELECTRICAL SERVICE
PEDESTAL AND IRRIGATION CONTROLLER.
120/240V 100A. REFER TO
INSTALLATION DETAILS AND ELECTRICAL
O WIRING DIAGRAMS, SHEET L-9; AND
LANDSCAPE ARCHITECTURAL DRAWINGS.
s
V =—
� HOME
1 /8 = 1 FT
0 8 16
I SCALE FEET
LIGHTING PLAN - WALKWAY (LOT W), FROM WESTHAVEN PLACE
WALKWAY ILLUMINATION REQUIREMENTS:
1) LUMINAIRE = SPAULDING 'MEDALLION', HIGH PRESS. SODIUM (WATTAGE TO BE
DETERMINED).
2) POLE HEIGHT = 10FT + 1FT CONCRETE BASE = 11FT.
3) ILLUMINANCE = 0.5 MINIMUM, HORIZONTAL, ON PAVEMENT, INITIAL IN ACCORDANCE
WITH 'AMERICAN DISABILITY ACT' (ADA).
N0. DESCRIPTION OF REVISION DATE APPROVED
CITY OF RANCHO CUCAMONGA
NORTHGLEN-2, VICTORIA COMMUNITY
LOT W, PEDESTRIAN WALKWAY
TRACT 16334 RANCHO CUCAMONGA, CALIFORNIA
�._._._._._._._._.� LIGHTING PLAN
I RpPESS/p I
�P �._ N,�� APPROVED BY: DATE: U
PRO&CT
NOVEMBER 13, 2002 I ��LDOIy I CITY ENGINEER RCE:
0 1 NORTHGLEN— WALKWAY, 7HE VICTORIA I /I t_I g p --
I DESIGN PLAN PREPARED BYANK: FRA #2587 RECOMME ED
NUM9E7t E-rte I SHELDON RADMACHER
0 I EXPIRES 9/30/06 I -- Fo— ASSOCIATES, INC. -- ----
_ i .�,I tr>t y�4�N` i DRAWN SHEET
Landscape Architects L--8 OF 11
SHELDON
PHONE (714) 832-1774 FAX (714) 832-5721 —
DRAWNG CHECK: VERIFY SYMBOLS HAVE BEEN ORIGINAL DRAWIMG SIZE: lmmTnm Xxxv=1 1MAL 21390n x0 -- —
PLOTTED ON THIS DRAVANG. A 'TRIANGLE' SHOULD Q 24' X 36' (61OX914MM) 2882—A WALNUT AVENUE • (714) 730-0222 sl,' 14s4. YoTee scm��, susr� zoo n,�ln, c� vzeeo
CHECKED DRAWING NO.
ooPaeanT uw we s,K aornttattT otwee a,ws ooa�orr VM ALL R�t1s nesoevtn R�Rmucna� ar TF OF CH►
APPEAR INSIDE A SQl1ARE ON THE RIGHT OF THIS
ltp pOCl1N�1iT N wMOIE OR IN PART, Int K11ERA11dfS FOR Usk ON A P�o,�r OTHER 1NAq 1NAT pE w THS D01T"f � � � TUSTIN. CALIFORNIA >a27g0-7083 U.S.A. � ___� 9fLDON DATE 3/28/2003 RLA NO 111 o
WILE !LOCK at TIRE ►Aoe w TmouT WNTI P� � I= � 19 A VIOLATION OF FEWRX OO IIIIII ltT LAI NOTE. � LM
PROJECT SHEET NO.
OF
YM B 0 L S A, 4' �` CONCRETE "�0N cTRot.�PEDESTAL.��ELECTRICAL
PH�10OA.
ELECTRICAL S m''i'�s LISS ENGINEERING, INC.
CONCRETE FOOTING SHORT-CIRCUIT WITHTAND RATING: 1oKA. PHOTO
O EQUIPMENT TO
SINGLE RECEPTACLE O CEILING FIXTURE
IDENTIFIER oo — Switch Leg r , UGHTS
I I
LIGHTING
WALL FIXTURE ANCHOR BOLTS (4) / /
DUPLEX RECEPTACLE I 100-2P PANELI
X FLOOD OR SPOT 0 2
'ElX=FIXTURE TYPE SCALE FEET — —
Y=QUANTITY 208V/240V RECEPTACLE POLE LIGHT I I ) 3' C.O. TG • 1.50 WESTHAVEN PL _
® DRAWING NOTE 11# QUAD (4) RECEPTACLE POLE WITH ARM SCALE. 1• 1 FT
- � ( PAVED WIALKMAY TO /lCl�• EIEC. UTILITY I ARRESTER BOX
O EQUIPMENT NUMBEROPEN FLUORESCENT / \\ ! ) ) I CONVENIENCE WCATION
® FLOOR RECEPTACLE \ RECEPTACLE CONTROLLER I
ROOM NUMBER FLUORESCENT 0 O \ L — — — — — _.— . — . —. .—. —.— . —.—.
CEILING RECEPTACLE
QREVISION NUMBER ® EXIT LIGHT F — — — — L 1FT —�
� I SPARE 1'
SPECIAL R 3 4' 0 O j AREA _ L STIJBOUT
® s� SPEAKER SPARE I vmny 1FT SETBACKGROUND
STUBOUT '\ � / ROD PIPING ELEGROUNDiiVG
TO THERMOSTAT 1-1 I �I/ I SIDEWAIx POLE COMPARTMENT
FO "—'� - -- - - -- - - - ----
WP WEATHERPROOF NOTE: RECEPTACLES 0 +15" EXHAUST FAN GRADE — — CAL E ELECTRICAL SERVICE PEDESTAL MANWACiURM
UNLESS NOTED MOTOR EARTH FEEDER
FBO FURNISHED BY OTHERS I I o OND ROD I 120/240V IN. � �-Q4SS-120 40VOLT ♦ CONTROLS) BY STRONG 80X ENCLOSURE
NL NIGHT LIGHT - GROUND O TV OUTLET I UNDERGROUNIDI '
P WITCH Q O JUNCTION BOX POLE BASE PULL BOX — ' — — _ _ _ ELECTRICAL ��� �• AND MODEL SHALL BE AS SPEgF1ED BY THE CITY OF RANCHO CUICAMONQA AND
COMBINATION AS SHOWN ON DRAWINGS SHEET L-4, DETAIL 'D'.
NEC NAT'L ELECTRICAL CODE $ SINGLE OLE S
° ° = Switch Leg p COMPUTER/DATA I �� E- - l.s' t '� SERVICE � ��. � �' - -�' VERIFY WITH DAIS CITRON. CITY OF RANCHO CUCAMONGA. (909) 477-2700 EXT-4090.
`SURGE ARRESTOR' INTERMATiC G24rn dBRICT BRI C�2002,LISS ENGINEERING INC Ped3.dn
TB TELEPHONE TERMINAL Q` I SPARE 3 4' CONTROLLER � � � �'
2 DOUBLE POLE (DPST) . � (
CO CONDUIT ONLY TELEPHONE I STUB T , I ELECTRICAL SINGLE LINE DIAGRAM
3—WAY SWITCH (SPOT) �
E EMERGENCY POWER $3 ■ PANELBOARD C.L.
CU COPPER CONDUCTOR $ KEY SWITCH I ! GROUNDING
K ® CONTACTOR OR L._._.------_._.J ELECTRODE
.AL ALUMINUM CONDUCTOR � MOTOR STARTER 46' CHAMFER • 12 CNtaUIT PANEL.
D DIMMER SWITCH DISCONNECT SWITCH I APPROX 1 X 1 W.P. � � 2
IMC INTERMEDIATE METAL C.
RMC RIGID METAL CONDUIT $M MOTOR SWITCH .^. CIRCUIT BREAKER _ • RECEPTACLE
�� 20A 100AZ
(3� �3 TiES x ❑ ol.s
RNMC RIGID NON-METALLIC C. $L LIGHTED SWITCH �� FUSIBLE SWITCH 1 ��NIEAR TROP dt0UN0 ROD: 5/8' DIAMETER X BFT LONG, 004" OR COPPER-CLAD. _ 3 /� 24
ABOVE UNDERGROUND CONCRETE PULL 80X: 12'x22'x12'D. CHRISTY �116BOX WITH �M6T BOLT DOWN L..0. REFER 10 UNDERGROUND PULL SOX DETAIL POLE �' 20A 100A
EMT ELEC. METALLIC TUB'NG TRANSFORMER GRAMI I CONCRETE APRON REFER TO LANDSCAPE DRAWINGS, SHEET L4. DETAIL 'D' FOR DETAILS ON THE ELECTRICAL SERVICE do IRRIGATIONCONT
CONTROLLER PEDESTAL LIGHTS
NOTE: SWITCHES 0 +46" I I II I 240V 5 � �� 6 ��•
FMC FLEXIBLE METAL COND. UNLESS NOTED I II I II
III II I INSTALLATION DETAIL — ELECTRICAL SERVICE PEDESTALtr+ — �� '2oA 2oA
1 s�EwAL.x
III II I AND IRRIGATION CONTROLLER CABINET. ' 15 8
BARE COPPER
III II I bROUND WIRE. 9 10 1
FOOTING
I II 20ADEPTH �
403MX ❑
�— �� II I 012' 11 �. it2
331 I 20A 1 I
!PA•RE I i- � I
E�
STUBOUT I -j I (4) ANCHOR BOLTS
SURGE
UGHTING I TOR
4 VERTICALS GRADE
CONTACTOR
1 EA CORNER . . 4—P PHOTOCELL
••• O 2002 LISS ENGINEERING INC, PED2.DM
- - -T
2 •. . DIRECT MIRE WMATiR.
ON CONTROLLE
FT DIAMETER
• o WIRING DIAGRAM
0
REFER TL.) STRUCTURAL ENGINEERING CALCULATIONS FOR •'• `�[.••• 5
FooTiNG a DIAMETER. REFER'TO ELECTRICAL .f . ELECTRICAL SERVICE
SPECIFICATIONS FOR FURTHER DETAILS.
VERIFY W/CITY ENGINEERING DEPT. OR BLDG SAFETY FORP E D E S TA L
FOOTING CALCULATIONS ON FILE. SPARE 3/4'
a•
LIGHT POLE FOOTING
•° CONNECTED ELECTRICAL. LOAD:
. (3) 1100W LiGHTS e144VA/EA m 0.43 KVA
• (1) IRMGATM CONTROLLER - 0.10 KVA
I.
CRUSHED ROCK OR GRAVEL 12' DEEP. TOTAL CONNECTED LOAD - 0.53 KVA
- 2.5 AMPS O 120/240V IN
-- WALKWAY POLE LIGHT SPECIFICATIONSOsco TEM ARKING P:Box " BMT-am
, WITHPOLE LUMINAIRE SHALL BE 150 WATT HIGH PRESSURE SODIUM. 240 MOLT. CLEAR 'HR' ACRYLIC LENS, NOT � INSULATE WIRE SPLICES PER ELECTRICAL SPECIFICATIONS. NOTE: CONTRACTOR SHALL COORDINATE 1F ELECTRICAL POINT
POLYCARBONATE ( NOR 'MMI, IES BEAM DISTRIBUTION TYPE '3', 6 INCH ARM, DARK BRONZE POWDER GOAT ( � ) OF CONNECTION WITH IRRIGATION POINT OF CONNECTION.
FINISH.
POLE: 1oFT HiGH, 4' SQUARE STEEL... WiTH BASE PLATE. BASE COVER. HANDHOLE, GROUND LUG, AND ANCHOR PAC( CONDUIT ENDS WITH ELECTRICAL INSUL.ATiON PUTTY,
BOLTS. FINIISH TO MATCH LUMINAIRE. ACCESSIBLE SCREWS SHALL BE 'VANDAL RESISTANT' STAINLESS STEEL � 3M "SCOTCHFILL• (OR EQUAL).
FURNISH THE SPECIAL SCREW TOOL. TO THE CITY PERSONNEL
IDENTIFY CONDUCTOR CIRCUIT NUMBERS WiTH BRADYMANUFACTURER: SPAULDiNG ISOs-M! 240V. WITH CS' CUTOFF SFIIELD.
IN THE EVENT THE MFR IS El ER UNABLE Tb DELIVER SPECIFIED PRODUCT OR THE QUOTED PRICE IS 4 #9-500 MARKERS (OR EQUAL). ALLOW A 1 FT WARE SLACK.
UNUSUALLY HiGH. CONTACT THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPT, WILLIE
VALBUENA (909) 477-2740. EXT 4026. FOR AN APPROVED ALTERNATE. 5�INSTALL ONE SPARE 3/4' STUB-OUT AT EACH END OF
BOX
UNDERGROUND PULL BOX
Um O an uw vlopr"m NC
N0. DESCRIPTION OF REVISION DATE APS o
CITY OF RANCHO CUCAMONGA
NORTHGLEN-2, VICTORIA COMMUNITY
LOT W, PEDESTRIAN WALKWAY
TRACT 16334 RANCHO CUCAMONGA, CALIFORNIA
�._._._._._._._._.., LIGHTING DETAILS
I Ioe
apfES APPROVED BY: DATE:
PROJECTNONEi�IBER 13, 2002 I ��S9 CITY ENGINEER RCE Qty
0 1 NORTHGLEN-�SAY. THE VICTORIA COMMUNITY I �`���NL,_ I r� Q
tlEs �.'� C3\ DESIGN PLAN PREPARED BY: FRA #ZJS7 RECOMMENDED
Cf, FRANK
I I SHEUMN
lIUM9ER E-Tim , RADMA0 25CHER4r 10
1 _
9/30A I ---" LolASSOCIATES, INC.
DRAWN SHEET
MILLIMETERS L�. ;'? I l� �'1 /'" I Landscape Architects
�., L � � L-9 OF 11
DRAWING CHECK: VERIFY SYMBOLS HAVE BEEN �qN� DRAWING S12E: 1L�0►l4Z'il�d >tvx • _ ,� �, _ I EZfC +TSHEL _ PHONE (714) 832-1774 FAX (714) 832-5721
PLOTTED ON THIS DRAWING. A 'TRIANGLE' SHOULD • • • — CHECKED 14841 Yorbe street, suite zoo • Tustin. CA 92880 DRAWING 0`
COPMOW N01 s OMVVNW� OF IM pOQ�VM ALL i�0111s 1l9E7MM 1111111111111=1110 NM W � 24 X 36 (81OX914MM) 2862-A WALNUT AVENUE (714) 730-0222 S`r 18.E�
� N W Ut MI pART, OR Al1ERA?IO!!S FOR UK ON A FROXICT 01HM IMM 1HAT Win "I D N 71 5 OOGUI�N1'S APPEAR INSIDE A SQUARE ON THE RIGHT OF THIS TUS nN. CAUFORNIA 92780-7083 U.S.A. I
1RLE KM op 111LE pAIOE "IOUT NUTMN pE iON FM I=� IS A VIOLATION OF FEDM& OOFYR OIfi LA%% NOTE. o mm LISS � NC ���� I SHEL�ON DATE 3/28/2003 RLA NO 1 1 10
PROJECT SHEET NO.
OF
m or
E L E C T R I C A L - OCK OR IM PAN WnOJT 1N�TTM PEW 3ti'r._ �ti FROV USS�� IS A WMA7101�t OF kk OOPYWv-fT MI
E L E C T R I C A L IM DOOUMENT N VIIHM ON N PART, OR ALMRAIMM FOR � ON A Pft=l OTHER IMAM THAT � N THIS � 7�tn
SECTION 16010 - GENERAL PROVISIONS ALL ELECTRICAL SECTION 16100 BASIC MATERIALS AND METHODS
WORK SHALL BE PERFORMED BY OR SUPERVISED BY A STATE
PART 1 - GENERAL ELECTRICAL
LICENSED ELECTRICIAN WHO
w SHALL TAKE FULL RESPONSIBILITY OF PROPER AND SAFE WORKMANSHIP AND CERTIFY TO PART 1 - GENERAL
COMPLIANCE WITH THESE SPECIFICATIONS AND APPLICABLE CODES. 1.01 DESCRIPTION SECTION 16500 - LIGHTING
N 1.01 GENERAL REQUIREMENTS 3.02 JOB SITE INSPECTIONS ALL BASIC ELECTRICAL MATERIALS REQUIRED FOR A COMPLETE AND OPERABLE
THE SCOPE OF THIS SPECIFICATION COVERS ELECTRICAL MATERIALS, PRODUCTS AND THE OWNER, ARCHITECT, ENGINEER OR THEIR DELEGATES MAY VISIT THE JOB SITE ELECTRICAL SYSTEM SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. PART 1 - GENERAL
F ELECTRICAL PRODUCTS 1.01 DESCRIPTION
N CONSTRUCTION. MANUFACTURERS 0 ELE NOTIFICATION AND MAY INSPECT THE CONSTRUCTION TO DETERMINE
WITHOUT PRIOR NO C Y ASSURANCE
Z Y WITH PERTINENT PORTIONS 1.02 QUALITALL LUMINAIRES SPECIFIED ON THE DRAWINGS EXCEPT THOSE FURNISHED BY
& MATERIALS SHALL READ THIS ENTIRE DOCUMENT AND COMPLY THE VISITORS SHALL NOTIFY THE GENERAL
o COMPLIANCE WITH THE CONTRACT DOCUMENTS E MATERIALS SHALL BE NEW AND DELIVERED IN UNOPENED CONTAINERS AS PACKED BY
�=
RELATED TO THEIR PRODUCT. ALL PROVISIONS OF THE OVERALL BUILDING CONSTRUCTION
REL IV NOTHING IN THE INSPECTIONS OR VISITS ; � T� �� OTHERS (FBO) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
SUPERINTENDENT ON ARRIVAL. 0 T A HALL BE "LIS �D
a CONTRACTOR'S SU THE MANUFACTURER. WHERE AN APPROVAL STANDARD EXISTS, MATERIALS S
S2 SPECIFICATIONS SHALL APPLY TO THIS SECTION. SHALL BE DEEMED AS INSPECTIONS OF SAFETY, WORK METHODS, TECHNIQUES, TOOLS, BY A TESTING LABORATORY RECOGNIZED BY THE CODE ENFORCING AUTHORITY. THE LUMINAIRES FURNISHED BY OTHERS SHALL BE INSTALLED AND WIRED BY THE
IVR THE LUMINAIRES T THE J SITE. THE
U_ CONTRACTOR. THE SUPPLIER WILL DEL E E LU ES 0 E OB S E
TRACTOR T
- TEMPORARY POWER, NOR OTHER CONTRACTOR TO EMPLOYEE OR CONTRACTOR TO CON MATERIALS OR THEIR PACKAGING SHALL BEAR THE LISTING LABEL OR PRINTED OR STAMPED AMPED
U TR H A WITH THE TO INSURE PROPER FIT CLEARANCES
w 1.02 REFERENCE SYMBOLS OBLIGATIONS. THE VISITS SHALL NOT INTERFERE WITH THE NORMAL PROGRESS OF THE
CONTRACTOR ALL COORDINATE E
W ANSI ENDORSEMENT. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE
N ACCORDANCE WITH a PAN AND DIAGRAM REFERENCE SYMBOLS ARE I AND COMPLETENESS OF AUXILLIARY PARTS REQUIRED FOR INSTALLATION.
N ELECTRICAL L WORKERS AND THE VISITORS WILL COMPLY WITH THE STATE AND THE CONTRACTOR'S
UNDERWRITER'S LABORATORY (UL), NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
PHI SYMBOLS FOR ELECTRICAL WIRING AND LAYOUT DIAGRAMS USED
-STANDARD GRAPHIC S
Y32.9 S
# CONSTRUCTION SITE SAFETY REGULATIONS. NEMA AND INSTITUTE OF ELECTRICAL & ELECTRONICS ENGINEERS IEEE STANDARDS
(NEMA) (IEEE) 1.02 QUALITY ASSURANCE
R AND BUILDING CONSTRUCTION".
IN ARCHITECTURE
3.03 VOLTAGE COMPATIBILITY OR SPECIFICATIONS AS APPLICABLE. LUMINAIRES ASSEMBLIES SHALL BE APPROVED Y A TESTING LABORATORY
THE A TH RITY AND BEAR THE APPROVAL LABEL OF THAT
1.03 CODES AND STANDARDS EXAMINE THE NAME-PLATE DATA OF ELECTRICAL EQUIPMENT TO BE CONNECTED TO RECOGNIZED BY E CODE U 0
PART 2 - PRODUCTS
CODES AND T AT A "WET LOCATION",
ANC WITH ALL APPLICABLE AB RATORY AND LISTED FOR THE INTENDED APPLICATION SUCH S E LOC 0
ALL WORK AND MATERIAL SHALL BE IN ACCORDANCET R SOURCE. LABORATORY ( ,
GOVERNING AUTHORITIES. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE DEEMED
ASSURE COMPATIBILITY WITH HE POWER
H CONTRACTOR SHALL BE 2.01 CONDUIT - GENERAL APPLICATIONS "DAMP LOCATION", ETC).
AS PERMISSION TO VIOLATE THESE CODES AND AUTHORITIES AND THE WHERE MANUFACTURER AND MODEL NUMBERS ARE SPECIFIED, NO SUBSTITUTIONS ARE
0
HELD RESPONSIBLE FOR WORK WHICH IS NOT ACCEPTED. CODE CONFLICTS WHICH MAY BE APPLICATION OF CONDUITS UNDER CERTAIN SPECIFIED CONDITIONS ARE DEFINED UNDER PERMITTED UNLESS APPROVED BY THE ENGINEER IN ACCORDANCE WITH THE GENERAL
SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE WORK "CONDUIT - SPECIAL APPLICATIONS".
T I METAL CONDUIT - STEEL RMC SHALL BE MILD STEEL, HOT-DIPPED PROVISIONS IR THESE SPECIFICATIONS.
NT OF A CONFLICT BETWEEN APPLICABLE CODES, THE MORE STRINGENT RIGID E (RMC) LUMINAIRE ASSEMBLIES SHALL BE MANUFACTURED IN ACCORDANCE WITH THE
IS DONE. IN THE EVE
OR RESTRICTIVE REQUIREMENT SHALL PREVAIL. AS A MINIMUM CONSTRUCTION SHALL ELECTRICAL GALVANIZED INSIDE AND OUT. FTTINGS SHALL BE TAPERED PIPE THREAD,
RUNNING
APPLICABLE STANDARDS OR SPECIFICATIONS OF UL, NEMA,
& IEEE.
COMPLY WITH THE FOLLOWING CODES: THREADS OR SPLIT COUPLINGS ARE NOT PERMITTED.
SECTION 16400 - SERVICE AND DISTRIBUTION RIGID METAL CONDUIT - ALUMINUM (RMC) SHALL BE EXTRUDED FROM PRIMARY 6063 1.03 SUBMITTALS
ALUMINUM ALLOY. FITTINGS SHALL BE ALUMINUM WITH TAPERED PIPE THREADS.
(A) NATIONAL ELECTRICAL CODE (NEC) PART 1 - GENERAL SIX COPIES OF CATALOG PAGES OR DRAWINGS SHALL BE SUBMITTED TO THE
(B) CODE AMENDMENTS BY THE AUTHORITY HAVING JURISDICTION (AHJ). RIGID NON-METALLIC CONDUIT (RNMC) SHALL BE POLYVINYL CHLORIDE, SCHEDULE 40 ENGINEER OF EACH LUMINAIRES FOR APPROVAL BEFORE PURCHASE ORDERING.
1.01 DESCRIPTION AND 90C RATED.
ALL SERVICE AND DISTRIBUTION EQUIPMENT SPECIFIED ON THE DRAWINGS SHALL BE
1.04 PERMITS INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE UL LISTED AND CONFORM TO 1.04 DELIVERY AND SCHEDULE
THE CONTRACTOR SHALL PAY FOR AND OBTAIN THE REQUIRED GOVERNMENTAL FURNISHED AND INSTALLED BY THE CONTRACTOR. THE SERVICE AND METERING FACILITIES FEDERAL SPEC. #WW-C-581E. FITTINGS SHALL BE THE SAME AS (RMC). REQUESTS FOR CATALOG SHEET SUBMITTALS AND THEN PURCHASE ORDERING OF
INSPECTION PERMITS FOR THIS SECTION OF THE PROJECT. SHALL CONFORM TO THE UTILITY COMPANY REQUIREMENTS. CONSTRUCTION SHALL BE IN
LUMINAIRES SHALL BE MADE IN A TIMELY MANNER TO ASSURE DELIVERY TO
ACCORDANCE WITH THE SERVING UTILITY'S APPROVED DRAWING FOR THIS PROJECT AND 2.02 CONDUIT - SPECIAL APPLICATIONS COMPLY WITH THE MANUFACTURER'S DELIVERY SCHEDULE AND CONSTRUCTION SCHEDULE.
1.05 ELECTRICAL DRAWINGS PUBLISHED SPECIFICATIONS OF REQUIREMENTS. FEEDERS AND STRUCTURES FOR UTILITY SERVICES SHOWN ON THESE ELECTRICAL WITHIN TWO WEEKS OF CONSTRUCTION CONTRACT EXECUTION, THE ENGINEER SHALL
THE ELECTRICAL DRAWINGS, WHICH CONSTITUTE AN INTEGRAL PART OF THIS DRAWINGS ARE FOR PRELIMINARY REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR BE NOTIFIED IF A MANUFACTURER IS UNABLE TO MAKE DELIVERIES TO COMPLY WITH THE
CONTRACT, SERVE TO INDICATE THE GENERAL LAYOUT OF THE ELECTRICAL SYSTEMS. FIELD 1.02 QUALITY ASSURANCE
VERIFICATIONS OF LOCATIONS ON PLANS IS REQUIRED SINCE ACTUAL LOCATIONS DISTANCES ALL SERVICE AND DISTRIBUTION EQUIPMENT SHALL BE APPROVED BY A TESTING OBTAINING FINAL PLANS OF THE SERVING UTILITY COMPANIES (ELECTRIC, TELEPHONE, TV, CONSTRUCTION SCHEDULE.
AND MOUNTING HEIGHTS WILL BE GOVERNED BY FIELD CONDITIONS. THESE SPECIFICATIONS LABORATORY RECOGNIZED BY THE CODE ENFORCING AUTHORITY AND BEAR THE APPROVAL ETC.). AND CONSTRUCTING THE UTILITY SERVICES IN ACCORDANCE WITH THE UTILITY
AND THE ASSOCIATED ELECTRICAL DRAWINGS CONSTITUTE THE "CONSTRUCTION DOCUMENTS" LABEL OF THAT LABORATORY. PLANS. UNDERGROUND WARNING TAPE AND CONDUIT CONCRETE ENCASEMENT SHALL BE 1.05 GUARANTEE
EQUIPMENT SHALL THE QUALITY, INTEGRITY AND PROPER PERFORMANCE OF LUMINAIRES SHALL BE
BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE INSTALLED WHEN SPECIFIED ON EITHER THESE ELECTRICAL DRAWINGS OR THE UTILITY AND SHALL BE REVIEWED BEFORE BIDDING AND CONSTRUCTION. ANY EXCEPTIONS, STANDARDS OR SPECIFICATIONS OF UL, NEMA, IEEE, AND THE SERVING UTILITY. PLANS. GUARANTEED FOR ONE YEAR FROM DATE OF INSTALLATION AT THE JOB SITE. THIS INCLUDES
OBJECTIONS, APPARENT CODE VIOLATIONS OR PROPOSED SUBSTITUTIONS SHALL BE WHERE CABLE-IN-CONDUIT, "CIC" IS SPECIFIED, THE CONDUIT SHALL BE FURNISHED INTEGRITY OF HOUSING, DIFFUSER, BALLAST AND WIRING.
DISCLOSED TO THE ENGINEER. THE CONTRACTOR SHALL USE THE MOST CURRENT REVISION OF 1.03 SUBMITTALS AND INSTALLED BY THE ELECTRICAL UTILITY. TRENCHING PREPARATION SHALL CONFORM TO LAMP BURN-OUTS SHALL BE GUARANTEED AS FOLLOWS, WITH TIME PERIOD STARTING AT
DRAWINGS FOR BIDDING, MATERIALS PURCHASE, CONSTRUCTION AND INSPECTIONS BY THE
SIX COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR THE SERVICE PEDESTAL THE ELECTRICAL UTILITY REQUIREMENTS. THE DATE OFN SUBSTANTIALCOMPLETION:
I
AUTHORITY HAVING JURISDICTION (AHJ). SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE UNDERGROUND SECONDARY SERVICE FEEDER (BELOW 600 VOLTS) SHALL BE EITHER
INCANDESCENT -ONE MONTH; FLUORESCENT -SIX MONTHS; METAL HALIDE
1.06 COORDINATION
1.04 DELIVERY AND SCHEDULE DIRECT BURIAL AS INSTALLED BY THE ELECTRIC UTILITY, OR CONDUIT. (REFER TO -SIX MONTHS; MERCURY VAPOR -SIX MONTHS; SODIUM -ONE YEAR.
COORDINATE CONSTRUCTION WITH OTHER CRAFTS AND PROVIDE REQUIRED LINE VOLTAGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING PROPERLY TIMED PURCHASE ELECTRIC UTILITY PLANS.) CONDUIT ELBOWS SHALL BE A MINIMUM RADIUS OF 48 INCHES PART 2 - PRODUCTS
TS T
ORDERS AND MAKING SHOP DRAWING REQUESTS COMPLY WITH CONSTRUCTION SCHED- 120 CM THE INSTALLATION SHALL CONFORM TO THE SERVING ELECTRIC UTILITY
WIRING, CONTROLS WIRING AND CONNECTIONS TO ELECTRICAL EQUIPMENT FURNISHED OR ( )•
INSTALLED BY OTHERS. REVIEW DRAWINGS OF OTHER TRADES TO INSURE CONSTRUCTION OF LILES. REQUIREMENTS. UNDERGROUND CONDUIT SHALL BE ANY OF THE FOLLOWING
2.01 FLUORESCENT LUMINAIRES (FdC-T
COMPLETE AND OPERABLE SYSTEMS. PART 2 - PRODUCTS RIGID NON-METALLIC CONDUIT (RNMC) PER ARTICLE 347 OF N.E.C., POLYVINYL
CHLORIDE, TYPE II, DIRECT BURIAL. ELBOWS AND RISERS SHALL BE
1.07 LABORATORY LISTING SCHEDULE 80 AND UNDERGROUND STRAIGHT LENGTHS OF SCHEDULE 40 OR 80. 2.02 HIGH INTENSITY DISCHARGE LUMINAIRES
WHERE AN UNDERWRITER'S LABORATORY (UL) OR CANADIAN STANDARDS ASSOCIATION 2.01 ELECTRICAL SERVICE PEDESTAL STEEL RIGID METALLIC CONDUIT (RMC) PER ARTICLE 346 OF N.E.C. APPLY HIGH INTENSITY DISCHARGE LUMINAIRES INCLUDE MERCURY VAPOR, METAL HALIDE, LOW
(CSA) TEST STANDARD IS APPLICABLE, THE ELECTRICAL DEVICE, EQUIPMENT OR MATERIAL REFER TO THE ELECTRICAL DRAWINGS. CORROSION RESISTANT PROTECTION PER "CONDUIT CORROSION PROTECTION" PARAGRAPH OF AND HIGH PRESSURE SODIUM.
SHALL BE DESIGNED, MANUFACTURED, IDENTIFIED, TESTED AND PACKAGED IN ACCORDANCE THESE SPECIFICATIONS. THE BALLASTS SHALL BE OF THE FOLLOWING TYPE:
WITH THAT STANDARD. THE PRODUCT SHALL BE TESTED FOR CONFORMANCE WITH THAT 2.02 PANELBOARD (BUILT INTO THE PEDESTAL) HIGH PRESSURE SODIUM - HIGH LEAKAGE REACTANCE HIGH POWER FACTOR OR CWA.
STANDARD BY A NATIONALLY RECOGNIZED INDEPENDENT TESTING LABORATORY AND BEAR THE DISTRIBUTION PANELBOARDS SHALL BE EITHER LOADCENTERS OR PANELBOARDS AS 2.03 BOXES STARTING TEMPERATURE RATING SHALL BE -20F(-29C) OR LOWER.
LISTING TEST LAB'S LABEL. EXAMPLES OF LABORATORIES ARE: UNDERWRITER'S LABORATORY SPECIFIED ON THE DRAWINGS AND ALL OF THE SAME MANUFACTURER. OUTLET BOX SIZES SHALL BE IN ACCORDANCE WITH N.E.C. TABLE 370-6(A) & (B). BALLAST MANUFACTURER SHALL BE ADVANCE, SOLA, GE, JEFFERSON, WIDE LITE, OR
A CIRCUIT SCHEDULE DIRECTORY SHALL BE PREPARED AND INSTALLED ON EACH OUTLET BOXES IN WET LOCATIONS AND OUTLETS IDENTIFIED ON THE DRAWINGS AS MCGRAW-EDISON.
(UL), CANADIAN STANDARDS ASSOCIATION (CSA), CITY OF LOS ANGELES CALIFORNIA TEST PANELBOARD OR LOADCENTER.
LAB. PANELBOARDS AND LOADCENTERS SHALL BE PROVIDED WITH THE NUMBER OF FULL, "WP" SHALL BE CAST DEVICE BOXES, CROUSE HINDS SERIES "FD" OR EQUIVALENT.
1" NOMINAL, CIRCUIT SPACES SHOWN ON THE DRAWING. TANDEM, HALF-SIZE OR 2.03 INCANDESCENT LUMINAIRES PJ" =-� = _E
2.04 CONDUCTORS (600 VOLT RATED)
1.8 CLEANING "PIGGY-BACK" CIRCUIT BREAKERS ARE NOT ACCEPTABLE, EXCEPT WHERE SPECIFIED ON
EXPOSED PARTS OF ELECTRICAL EQUIPMENT SHALL BE COMPLETELY AND THOROUGHLY ALL WIRING SHALL BE OF COPPER CONDUCTORS AND INSULATION TYPE SPECIFIED ON 2.04 LIGHTING POLES
THE DRAWINGS.
CLEANED. ALL SCRATCHED OR DAMAGED MATERIAL SHALL BE REPLACED OR REFINISHED. THE DRAWINGS. ALUMINUM CONDUCTORS OF #6AWG AND SMALLER SHALL NOT BE USED. UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS, POLES & FITTINGS SHALL BE STEEL
WITH FACTORY POWDER COAT.
1.9 AS-BUILT DRAWINGS 2.03 SHORT CIRCUIT WITHSTAND RATING 2.05 CONNECTORS METAL POLES SHALL BE FURNISHED WITH A HAND-HOLE & REMOVEABLE COVER AND A
MAINTAIN A SET OF AS-BUILT PRINTS WITH THE CHANGES INDICATED. DELIVER THESE THE TOTAL ELECTRICAL SYSTEM OF ELECTRICAL SERVICE EQUIPMENT AND COPPER CONDUCTOR SPLICES AND TAPS IN DRY LOCATIONS OF #10AWG AND SMALLER BRAZED-ON GROUNDING LUG OF BRASS INSIDE THE POLE. WHERE ANCHOR BOLTS AND NUTS
PLANS TO THE ENGINEER. THIS INCLUDES CIRCUIT NUMBER SUBSTITUTIONS AND LOCATIONS DPANELBOARDS (OR LOADCENTERS) SHALL BE COORDINATED TO WITHSTAND SHALL BE MADE WITH SPRING CONNECTORS SUCH AS "SCOTCHLOK" BY 3M OR ARE EXPOSED, A BASE COVER SHALL BE INSTALLED, EXCEPT IF OTHERWISE NOTED,
OF CONCEALED OR UNDERGROUND CONDUIT RUNS. THE AVAILABLE SHORT CIRCUIT CURRENT OF THE ELECTRICAL UTILITY.
THE EQUIPMENT MFR MAY INCORPORATE CURRENT LIMITING IDEAL OR KING SAFETY PRODUCTS (OR EQUAL).
1.10 WARRANTY AND GUARANTEE FUSED DEVICES TO HELP REDUCE SHORT CIRCUIT CURRENTS WITHIN THE SYSTEM.
COPPER CONDUCTOR SPLICES AND TAPS IN DAMP OR WET LOCATIONS SUCH AS PART 3 - EXECUTION
THE CONTRACTOR, SUPPLIERS AND PRODUCT MANUFACTURERS WARRANT AND REFER TO 'ELECTRICAL SINGLE LINE' DIAGRAM ON THE DRAWINGS. UNDERGROUND PULL-BOXES, LIGHT POLES AND OUTDOOR BOXES, ETC.) OF F AWG AND 3.01 LIGHTING POLE BASES
GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT WILL BE NEW UNLESS SMALLER SHALL 6 MADE WITH WATERPROOF WIRE NUT CONNECTORS. KING SAFETY PRODUCTS CONCRETE BASE CONFIGURATIONS SHOWN ON THE DRAWING SERVE AS A GUIDE FOR
OTHERWISE SPECIFIED, THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS OR 2.04 NAMEPLATES AND LABELS #621, #622 OR #622, WHICH ARE THREE SIZES. (OR EQUAL). THESE WIRE NUTS ARE U.L. AVERAGE SOIL CONDITIONS. VARIATIONS MUST BE APPROVED BY A REGISTERED PROFESS-
DEFECTS, WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS A) THE ELECTRICAL SERVICE PEDESTAL SHALL HAVE A LONG-LIFE (METAL OR LISTED FOR 'WET' LOCATIONS AND CONTAIN A SEALANT PASTE AND ARE ACCEPTABLE IN DRY IONAL CIVIL-STRUCTURAL ENGINEER.
AND ANY INSPECTIONS, TESTS OR APPROVALS. UNSATISFACTORY WORK, FAULTY OR WORK PHENOLIC) NAMEPLATE SECURED ON THE FRONT OF THE CABINET WITH THE LOCATIONS TOO. OTHER CONNECTORS U.L. LISTED FOR THE APPLICATION ARE ACCEPTABLE. THE BASE CONCRETE SHALL BE OF PORTLAND CEMENT AND HAVE A 28-DAY COMPRESSIVE
NOT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, TO SPECIFIED FOLLOWING MINIMUM INFORMATION: MANUFACTURER, CITY/STATE, VOLTAGE & PHASE, LARGER COPPER CONDUCTOR SPLICES SHALL BE MADE WITH SPLIT-BOLT STRENGTH OF 3,000 PSI. STRUCTURAL STEEL RE-BAR SHALL HAVE A MINIMUM TENSILE
CODES OR STANDARDS OR INSPECTIONS, TESTS OR APPROVALS, SHALL BE CONSIDERED AMPACITY, MFR's MODEL NUMBER, MONTH & YEAR OF ASSEMBLY, RATED SHORT CIRCUIT CONNECTORS SUCH AS ILSCO #IK OR #SEL (OR EQUAL) OR WITH COMPRESSION FITTINGS. STRENGTH OF 60 KPSI.
DEFECTIVE. CURRENT (AMPS-RMS), APPLICABLE U.L. STANDARD(S), OTHER OPTIONAL DATA SUCH AS: INSULATE SPLIT-BOLT OR OTHER EXPOSED CONNECTORS IN ALL THE FOLLOWING STEPS: FOR METAL POLES, AS AN AIDE TO CONTROL LIGHTNING STRIKES TO THE POLE, DRAPE
SERIAL NO., DRAWING NO., INSPECTED BY, INSTALLING ELECTRICAL CONTRACTOR, ETC. 1. DE-BURR ANY SHARP EDGES OF THE CONNECTOR, OR OPTIONALLY, PACK THE CONNECTOR 10 FT OF BARE #4 COPPER WIRE AT THE BOTTOM OF THE FOOTING EXCAVATION, CONNECT TO
1.11 SUBMITTALS (SHOP DRAWINGS) DIVIDING THIS DATA INTO MORE THAN ONE NAMEPLATE IS ACCEPTABLE. WITH 3M "SCOTCHFIL" ELECTRICAL PUTTY. RE-BAR IN AT LEAST TWO PLACES WITH A UL LISTED RE-BAR CONNECTOR AND CONNECT TO
THE CONTRACTOR, SUPPLIERS AND PRODUCT MANUFACTURERS SHALL SUBMIT REQUIRED B) THE LABEL OF THE INTERNATIONAL SYMBOL FOR ELECTRICAL DANGER, WHICH 2. APPLY 3M SCOTCH #27 CLOTH GLASS TAPE IN TWO HALF-LAPPED LAYERS. THE GROUND LUG INSIDE THE POLE.
CATALOG SHEETS AND/OR DRAWINGS AS DEFINED IN THESE SPECIFICATIONS FOR CHECKING IS A LIGHTNING BOLT IN A TRIANGLE (ISO-3864). PANDUIT #WL32. 3. APPLY 3M SCOTCH #33+ TAPE OR #2200 INSULATING PAD OR #2210 ELECTRICAL TAPE. CONCRETE BASES EXPOSED ABOVE GRADE BY MORE THAN 6 INCHES (15CM) SHALL BE
AND/OR APPROVAL BY THE ENGINEER. CHECKING IS ONLY FOR CONFORMANCE WITH THE COPPER CONDUCTOR SPLICES OF #8AWG AND LARGER SHALL BE MADE WITH SPLIT-BOLT SAND-BLASTED.
DESIGN CONCEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE PART 3 - EXECUTION ALUMINUM CONDUCTORS SHALL BE TERMINATED OR SPLICED WITH SWAGE TYPE ALUMINUM
CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE COMPRESSION CONNECTORS. SWAGING SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 3.02 LIGHTING POLES
CONFIRMED AND CORRELATED AT THE JOB SITE FOR INFORMATION THAT PERTAINS SOLELY TO 3.01 GROUNDING SPECIFICATIONS. SET POLES PLUMB TO WITHIN ONE DEGREE. FLOODLIGHT LUMINAIRES SHALL BE
THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION, AND FOR COORDINATION THE MAIN SERVICE GROUND BUS SHALL BE GROUND CONNECTED IN ACCORDANCE AIMED WHILE ILLUMINATED AT NIGHT ACCORDANCE WITH AN AIMING PLAN FURNISHED BY
OF THE WORK OF ALL TRADES. WITH ARTICLE 250 OF THE N.E.C. BY ALL OF THE FOLLOWING METHODS: 2.06 WIRING DEVICES THE MANUFACTURER OR ENGINEER. THH E POLE MFR SHALL FURNISH STRUCTURAL CALCULATIONS
ALL SNAP SWITCHES AND RECEPTACLES SHALL BE IN COMPLIANCE WITH "HEAVY DUTY" VERIFYING SEISMIC AND WIND WITHSTAND INTEGRITY OF THE POLE WITH FITTINGS & LIGHT
1.12 RE-USE OF PLANS A) WATER PIPE SYSTEM PER SECTION 250-81 (A), IF AVAILABLE ON THE PREMISES. REQUIREMENTS OF NEMA STANDARD WD1, AND COMMERCIALLY RECOGNIZED AS "SPECIFICATION FIXTURES TO 90 MILES PER HOUR OF WIND. SEISMIC REQUIREMENTS RELATE TO EARTHQUAKE
USE OF THE PLANS AND/OR SPECIFICATIONS FOR A JOB SITE OTHER THAN THISTHE STRUCTURAL FRAME PER SECTION 250-81 (B) GRADE". PRONE AREAS.
PROJECT IS PROHIBITED. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE B} IF A METAL FRAME BUILDING, TO
C) CONCRETE ENCASED ELECTRODE PER SECTION 250-81 (C) OR (D), OR IF NOT 2.07 MOTOR DISCONNECT SWITCHES (NOT APPLICABLE) 3.03 LAMPS
ENGINEER, ARCHITECT, THEIR OFFICERS AND EMPLOYEES FROM ANY CLAIM, LOSSES, PRACTICAL, WITH RODS, PIPES OR PLATES PER SECTION 250-83 (C) OR (D), AND SECTION LAMPS AND THEIR SPECIFIED COLOR RENDITION SHALL BE FURNISHED & INSTALLED IN
DAMAGES, INJURIES OR LIABILITIES ARISING FROM HIS USE OF THE PLANS AND
SPECIFICATIONS ON A JOB SITE OTHER THAN THE JOB SITE FOR WHICH THIS PROJECT WAS 250-84. 2.08 CORROSION PROTECTION PRODUCTS THE RESPECTIVE LUMINAIRES LAMPS SHALL BE ORDERED WITH THE PROPER BASE
FOR PROTECTION OF UNDERGROUND METALLIC CONDUIT & ENCLOSURES (CANDELABRA, MEDIUM, MOGUL, ETC.) TO PROPERLY FIT RESPECTIVE LUMINAIRES
.
DESIGNED. THE TOTAL RESISTANCE, MEASURED FROM THE MAIN SERVICE NEUTRAL BUS TO THE THE CONTRACTOR SHALL FURNISH ONE SPARE LAMP.
GROUND SHALL NOT EXCEED 25 OHMS UNDER DRY GROUND CONDITIONS, PER SECTION PIPE WRAPPING TAPE: "H35-GRAY" BY TAPECOAT COMPANY, 1527 LYONS STREET, EVANSTON, LAMPS SHALL BE MANUFACTURED BY GE, PHILLIPS, OSRAM/SYLVANIA OR EQUAL.
THE CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTING COPIES OF APPROPRIATE SHEETS 250-84 (I.E. NO RAIN FOR PREVIOUS MONTH). ILLINOIS 60204; 847/866-8500, OR (800) 758-6041, FAX (800) 332-8273. THE TAPE
1.13 DISTRIBUTION OF PLANS
OF THESE ELECTRICAL SPECIFICATIONS AND PLANS B PERTINENT MANUFACTURERS AND THE NEUTRAL OF SECONDARY WINDINGS OF POWER TRANSFORMERS SHALL BE COMES IN WIDTHS OF: 2", 4" AND 6" BY 75 FT LONG.
SUPPLIERS TO ASSURE PRODUCT COMPLIANCE WITH THESE DOCUMENTS. GROUNDED BY EITHER ONE OF THE FOLLOWING METHODS PER SECTION 250-26:
A) IF A METAL FRAME BUILDING WHICH IS EFFECTIVELY GROUNDED, TO THE STRUCTURAL PART 3 - EXECUTION
1.14 JOB-SITE SAFETY FRAME.
THE GENERAL CONTRACTOR AND THE ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR B) To A RIGID METALLIC WATER PIPE WHICH IS EFFECTIVELY GROUNDED. 3.01 TRENCHING
MAINTAINING A SAFE WORKING ENVIRONMENT FOR THEIR EMPLOYEES, VISITORS, INSPECT- C) OTHER ELECTRODES PER N.E.C. SECTIONS 250-81 AND 250-83. TRENCHING SHALL BE PREPARED
ORS, DESIGN PROFESSIONALS, VENDOR DELIVERY PERSONNEL, FOOD CATERER'S AND OTHERS NATIONAL ELECTRICAL CODE (NEC) ARTICLE 300 AND ARTICLE 710 AND THE UTILITY
PROVIDE MINIMUM CONDUIT DEPTH AS SPECIFIED IN THE
WHO ARRIVE AT THE JOB-SITE WHETHER INVITED, AUTHORIZED OR NOT. NEITHER THE OWNER, NON-METALLIC CONDUIT POWER RUNS SHALL CONTAIN A GREEN GROUNDING CONDUC- REQUIREMENTS FOR SERVICE FEEDERS. WHERE THE USE OF A TRENCH IS SHARED,
DESIGN ENGINEERS NOR ARCHITECTS ARE RESPONSIBLE FOR MAKING SAFETY INSPECTIONS OF TOR PER TABLE 250-95 OF N.E.C. FLEXIBLE METALLIC CONDUIT POWER RUNS LONGRER SEPARATION OF 12" (30CM} SHALL BE MAINTAINED BETWEEN EACH OF THE FOLLOWING:
MINIMUM
THE JOB-SITE. THAN 6 FT SHALL CONTAIN THE GREEN GROUNDING CONDUCTOR PER N.E.C. SECTION 350-5.
0-600 VOLT FEEDER
PART 2 - PRODUCTS 3.02 ELECTRICAL SERVICE PEDESTAL PAD OVER 600 VOLT FEEDER
A CONCRETE PAD OF 3.5 INCHES (9 CM) MINIMUM HEIGHT ABOVE SURROUNDING LOW VOLTAGE (I.E. TELEPHONE, COMMUNICATIONS, ALARMS, SIGNALS, TV, CLASS 2
2.01 USED MATERIALS GRADE SHALL BE PROVIDED. THE ELECTRICAL EQUIPMENT SHALL BE BOLTED TO THE WIRING)
USED CONSTRUCTION MATERIALS SHALL NOT BE INSTALLED IN THIS PROJECT. MATER- CONCRETE PAD. NON-ELECTRICAL LINES (I.E. WATER, SEWAGE, GAS)
IALS SHALL BE NEW AND BE DELIVERED TO THE JOB SITE IN ORIGINAL PACKAGING WHERE
PRACTICAL. 3.02 WARNING TAPE
ALL UNDERGROUND ELECTRICAL LINES AND TELEPHONE LINES, EXCEPT WHERE COVERED
2.02 SUBSTITUTIONS BY A. MINIMUM OF 4 INCHES (10 CM) OF CONCRETE SHALL HAVE PLASTIC
WHERE MANUFACTURERS AND MODEL NUMBERS ARE SPECIFIED, NO SUBSTITUTION IS WARNING TAPE INSTALLED IN THE TRENCH AT ONE FOOT (30 CM) BELOW FINISHED GRADE.
PERMITTED EXCEPT AS FOLLOWS: WARNING TAPE FOR ELECTRICAL LINES SHALL BE BRADY #UT-25-Y6 OR PANDUIT #HTDU2R-E.
A WRITTEN CHANGE ORDER APPROVED BY THE ENGINEER MUST BE OBTAINED BY THE WARNING TAPE FOR TELEPHONE LINES SHALL BE BRADY #UT-25-G6 OR PANDUIT #HTDU20-T.
ELECTRICAL CONTRACTOR. THREE (3) COPIES OF THE PROPOSED MANUFACTURER'S DATA
SHEET SHALL BE SUBMITTED WITH THE SUBSTITUTION REQUEST A MINIMUM OF TEN (10) 3.03 BACKFILL NEEN
NO DESCRIPTION OF REVISION DATE �PFaovlo
DAYS IN ADVANCE. A REASON FOR THE REQUEST MUST BE SHOWN. SUBSTITUTION BACKFILL SHALL BE COMPACTED TO THE RELATIVE COMPACTION OF 90% AS DETERMINED
REQUESTS WILL BE REJECTED UNLESS THE REASON FOR A SUBSTITUTION IS COMPELLING BY A SOILS MOISTURE DENSITY TEST IN ACCORDANCE WITH ASTM#D-689. TESTING SHALL CITY OF RCUCAMONGA
(I.E. DISCONTINUED ITEM, BAD PART NUMBER, UNSUITABLE, NOT U.L. (NOR CSA) LISTED, BE PERFORMED BY AN INDEPENDENT TEST LAB.
MANUFACTURER OUT OF BUSINESS, ABSURDLY LONG DELIVERY TIME, OUTRAGEOUS HIGH
PRICE.) 3.04 WIRE PULLING
USE WIRE PULLING LUBRICANTS APPROVED FOR THE PURPOSE SUCH AS IDEAL "YELLOW- NORTHGLEN-Z VICTORIA COMMUNITY
2.03 PRODUCT SAFETY 77". NICKED OR SCRAPED INSULATION SHALL REQUIRE REMOVAL AND REPLACEMENT OF
IN ADDITION TO INSTALLING LABORATORY LISTED EQUIPMENT FOR ASSURANCE OF WIRES. LOT 'A', PEDESTRIAN WALKWAY
SAFETY, THE CONTRACTOR AND/OR EQUIPMENT MFR SHALL APPLY WARNING LABELS TO
ELECTRICAL EQUIPMENT AS SPECIFIED IN THESE SPECIFICATIONS AND INSPECT PRODUCTS TRACT 16334 RANCHO CUCAMONGA, CALIFORNIA
TO VERIFY THEIR INTEGRITY BEFORE INSTALLING.
PART 3 - EXECUTION r'-'-'-•-'-'-'-'- ELECTRICAL SPECIFICATIONS
3.01 WORKMANSHIP !
APPROVED BY: DATE:
CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE FOLLOWING STANDARDS OF �1O�y
INSTALLATION AS PROMULGATED BY THE NATIONAL ELECTRICAL CONTRACTORS PROJECT NOVEMBER 13, 2002 1 CITY ENGINEER RCE:
ASSOCIATION: 0 1 NORlw EN-2 WALKWAY, THE VICTORIA 00mmuNITY I ,� �y1 h�p� I _ _--
NECA-1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL. CONTRACTING" N� 4-(g-C3" .1 DESIGN PIAN PREPARED BY: FRA #2587 RECOMMENDED
NECA-101, "STANDARD FOR INSTALLING STEEL CONDUIT" L-------� SHEILDON FRANK
0,01
NECA-104, "RECOMMENDED PRACTICE FOR INSTALLING ALUMINUM BUILDING WIRE" 0 25 i �I / ASSOCIATES,
NECA-400, "RECOMMENDED PRACTICE FOR INSTALLING & MAINTAINING SWITC�IBOARDS"
AINLLIIJETERS , �►L ' ! DPAWN - - --- .ASSOCIATES, INC. sHEE' ------
NECA-402, "RECOMMENDED PRACTICE FOR INSTALLING MOTOR CONTROL CENTERS" „
NECA-500, "RECOMMENDED PRACTICE FOR INSTALLING INDOOR COMMERCIAL LIGHTING" I �tEcy1� I SOON Landscape Architects 1 ��O OF 11
DRAWMG CHECK: VERIFY SYMBOLS HAVE SEEN DRAWING ��, lAmprro0 D�T01K ��". '�GA2r 2MM2lf�'1 G I �� I - - PHONF, (T1a) 832-1774 FAX (714) 832-5721 -L- ---
NECA-501, "RECOMMENDED PRACTICE FOR INSTALLING EXTERIOR LIGHTING SYSTEMS" PLOT'TO ON THIS DRAWIMC. A 'TRIANGLE' SHd1LD
NECA-502, "RECOMMENDED PRACTICE FOR INSTALLING INDUSTRIAL LIGHTING SYSTEMS" n 24' X 38' (d10XA141AA1) 2882-A WALNUT AVENUE • (714) 730-0222 '�1EOFC1a'� 14ea1 Yorna stmt. Suite zoa Tustin, CA azeeo -
APPEAR INSIDE A SQUARE ON THE RIC;�IT � TtIIS �__�� CHECKED I DRAW'NG NO
NOTE. 4D� L� � INC TUSTIN, CALIFORNIA 92780-7083 U.S.A. I SHELDON_ DATE 3/28/2003 RLA NO 1110
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EXM7ING
STREET LIGHT
U. WSIHAVEN
000, WALKWAY
-0
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8 FT
SPAULDING #CM —S150— lII
150W HPS ,
candela file L4907CM . IES
1 lamp(s) per luminaire, 16000 initial lumens per lamp
Light Loss Factor = 0. 810
Outreach (from mounting axis to photometric center)= 24 in
mounting height= 11 ft (POLE = 10 FT)
number locations= 3
COMPUTER GENERATED PHOTOMETRIC PLOT OF ILLUMINATION
LEVELS ON WALKWAY
SITE LIGHTING FOR:
NORTH GLEN P ASEO WALKWAY NO. DESCRIPTION OF REVISION DATE AM"VO
SPAULDING LIGHTING INC . 1 /8" = 1 FT CITY OF RANCHO CUCAMONGA
SCALE DATE DRAWN BY DESIGN BY DWG, NO. 0 8 16 NORTHGLEN-2, VICTORIA. COMMUNITY
' _ 3-21 -03 KWG SP-259 SCALE FEET
I I I LOT 'A', PEDESTRIAN WALKWAY
TRACT 16334 RANCHO CUCAMONGA, CALIFORNIA
LIGHTING PHOTOMETRIC PLOT
Illuminance levels shown are calculated from the luminaire laboratory test data listed.
GRID 1 — — — — —
Laboratory tests are mode under optimum conditions, with lam output at rated value, 9 8 points tS a t Z= O, spacing c I n 4f t b 4f t APPROVED BY: DATE: `
p p p p g �/ PROXIM NOVEMBER 15, � I �pfES_Sta,,_ I CITY ENGINEER RCE:
n with II!uminat�n Engineering Society approved methods. NORTH
MEN— SAY THE VICTORIA COMMUNITY IAO -"�l
and in accordance w , g g g Y PP HORIZONTAL FOOTCANDLES
G I /� N ! �/ PLAN PREPARED BY: 9aRECOMMENDED
I VCHEs I g� — �g-o.3 �` DESIGN FRANK FRA #2587
Actual illuminance levels may differ due to variance in lamp lumen output, lamp tilt Average 5. 3 SHELDON
factor, ballast wattage outout, lire voltage at ballast, reflector specularity, lamp lumen �? � ' Ntm" E—rl� N ASSOCIATES,
9 1 8. 1 O I ops sa/3a I DRAWN ASSOCIATES, INC. SHEET
Ma
Maximum .
, Mss _ � _ .
r F if less tl�ar, 1 .00 4,
Light LOSS Factor LL _ J ,�` �� dIk Landscape Architects
it creciatlon. Li t L—__ — �
i t' n and lumingire dirt de p
dep ec a o , q � � u , � . -x� �: I � � I StIELooN L-11 of 11
Indicates the antic oted effect of factors other than variable field conditions. M I n I m u m 0. 5 __
� � I PHONE (714) Street.
FAX (714) 832-5721
P DRAWING CHECK: VERIFY SYMBOLS HAVE BEEN ONMAL DRAWW SRE: =sa:rrr o nsx �ws. sxcsn a +a I ---—
PLOTTEO ON THIS DRAWING. A 'TRIANGLE' SHOULD Q W X 36' (61OX914MM) 2882—A WALNUT AVENUE • (714) 730-0222 ss'T� _ CHECKED 148ai Yorba street, suite zoa • Tuella CA wleeo DRAWING N0. I
APPEAR INSIDE A SQUARE ON 1HE RIGHT OF THIS TUSTIN, CALIFORNIA 92780-7083 U.S.A. I �� � SHELDON DATE RL, No 1 8 '58
NOTE.
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LM � W DATE RLA NO
PROJECT SHEET NO.
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