HomeMy WebLinkAbout2496-SLPUBLIC
B STREET LIGHT !IMPROVEMENT
PLAN
1. CONDUIT:
A. MINIMUM COVER IN STREET OR PARKWAY IS 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE.
B. MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.
C. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS.
D. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLES, PMH'S, SOE`S & ALL CAP LOCATIONS.
E. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/16" POLYPROPYLENE, OR POLYETHYLENE ROPE, BRAIDED OR TWISTED.
F. ALL CONDUIT MUST BE MANDRELLED.
2. CONDUIT RADIUS REQUIREMENTS:
A. THE MINIMUM RADIUS FOR BENDS ARE:
36" FOR CONDUITS 3" IN DIAMETER OR SMALLER
48" FOR CONDUITS 4" AND 5" IN DIAMETER
60" FOR CONDUITS 6" IN DIAMETER
B. THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERWISE).
3. EXCAVATION AND BACKFILL:
A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN 4" OF FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR
STRUCTURES.
r
-N N WITH THE CALIFORNIACALiFGRNIA STATE CONSTRUCTION SAFETY ORDERS WHEN A PLICABLE C`:TY
B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE ( ),
SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES.
C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES.
D. BACKFILL SHALL BE PROVIDED BY ,THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, AND/OR
IMPORTED BACKFILL, WHEN REQUIRED.
E. BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES AND AROUND
T 1
PMH WITHIN N FOOT F FINISHED GRADE. S ONE 00 0 S ED
F. BACKFILL SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS.
G. NO ROCKS ARE ALLOWED WITHIN 12" OF DIRECT —BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT. NATIVE BACKFILL
DOES NOT PASS THROUGH A 1/2" SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12" ABOVE CITY CABLES. AFTER THIS POINT, NO
ROCKS LARGER THAN 12" IN DIAMETER ARE PERMITTED.
H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A
MANNER THAT WILL NOT ;DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES.
9. PAVING:
REPAVING, WHERE REQUIRED,SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC,
WILL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY,
OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTABLE TO THE CITY.
5. STRUCTURES:
A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS.
B. INSTALL PROTECTION BARRIERS, WHEN REQUIRED, IN AREAS EXPOSED TO TRAFFIC, PER CITY F INSPECTOR-
C. SUBSTRUCTURES
C. ALL CONDUIT LINES FIND CONCRETE .LOOKED SUBS S SHALL BE WATER TIGHT. C E
D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTATED BY THE CONTRACTOR.
E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION.
6. RETAINING WALLS:
F. WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER GRADE RISES MORE
THAN 18" ABOVE THE STRUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5' FROM THE SAME, OR IN AREAS SUBJECT TO
EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES. REFER TO CITY INSPECTOR FOR TYPICAL SPACE
REQUIREMENTS.
7. ACCESS:
HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS. STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES THAT
WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT.
8- SERVICES.
A. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS.
B. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORITIES.
9. LOCATION:
A. THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR THE CITY SHALL BE SHOWN ON THE WORKING DRAWING. NO DEVIATION FROM
THE PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY THE CITY INSPECTOR.
B. ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND/OR OTHER FOREIGN UTILITIES TO BE THE RESPONSIBILITY OF THE
CONTRACTOR.
10. CONTRACTOR TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS WITH THE APPROVED STREET IMPROVEMENT PLANS,
APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS, PRIG; TO STREET LIGHT INSTALLATION.
11. SURVEY:
SURVEYING OF STREET IMPROVEMENTS SHALL INCLUDE PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR THE
INSTALLATION OF UNDERGROUND FACILITIES AND MARKERS OR STAKES MUST BE PLACED PRIOR TO THE START OF THE INSTALLATION. IN
ADDITION, CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTIONS BY INSPECTION BY CITY. GRADE AND
PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENTS.
12. COORDINATION AND SUPERVISION:
N AMONG THE VARIOUS T i
THE CONTRACTOR SHAL€. PROVIDE SUPERVISION OVER AND COORDINATION ON E OUS CONTRACTORS WORKING WITHIN THE
DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO CITY FACILITIES. CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIRS,
REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY THEIR FAILURE TO PROVIDE SUPERVISION OR
TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS.
13. OTHER UTILITY REQUIREMENTS:
THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR OTHER UTILITY. ANY QUESTIONS
CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY CONCERNED.
',4. WARRANTY:
CONTRACTOR EXPRESSLY REPRESENT AND WARRANTY THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S
OBLIGATIONS, HEREIN, ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE CONFORMITY WITH CITY REQUIREMENTS. THIS WARRANTY SHALL
COMMENCE UPON RECEIPT BY CONTRACTOR OF CITY'S FINAL ACCEPTANCE AND SHALL EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR
AGREES TO PROMPTLY CORRECT TO THE CITY'S SATISFACTION AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT
CONTRACTOR'S EXPENSE ANY BREACH OF THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION OF
UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD.
15_ INSPECTION:
INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONSTRUCTION IS
REQUIRED FROM THE CONTRACTOR TO THE CITY OF RANCHO CUCAMONGA. PHONE: 909-477-2740 X4080
16. AS—BUILTS:
CONTRACTOR RESPONSIBLE TO MAINTAIN AS —BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY. CONTRACTORS SHALL KEEP AND MAINTAIN
TWO COPIES OF THE AS—BUILTS. ONE SET IS FOR THE CONTACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR.
DAYS BEFO
YOU DIG
Arrow Route
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OT
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_l IPROJECT SITE
i I I 24th St. I
0 0 HEMOSA ST.
10+00.00 24TH STREET ;24 1 STREE7�
9+50
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lip
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ALUMINUM
ALUMINUM CAf
�L W-u
N
N W
PIN PHOTOCELL
ARM LENGTH
(SEE TABLE)
AMERON CONTEMPORARY
ARM (SEE TABLE)
I ICI OCTAGONAL POLE
ISE PLATE MOUNTING
OPTIONAL BANNER 30"W X BO H WITH
AMERON BANNER SAVER BRACKET.
CATALOG NUMBER BASPL30PRO (T'YP).
LIMITED TO ONE PER PO
LE AND ONLY
ON 28' POLES ONLY
OPTIONAL TRAFFIC
SIGN(S), PER CITY STD.
401-8
2
O
EX. CURB
00. 8c GUTTER cPq
to o
_RAW a~ P—
�
CHAIN LINK FENCE N° o
Y'
orb
°
EX. SEWER
.,LATERAL �
EXISTING RESIDENCE r
(FF=100.84) °
4 �
i f L" EG
GAS o
-- METER o r
a�r� �aLr4I L' r � .
99.7 iF1 Fz
2',SdF'E,. SyyCy'yi4gtA'f"F aFx. i,,iFF il3i°99..5 '.
7 Ft2 4$tr t1 ITS\;`,i,`�.zla r FS ONCRVI
4��rya Ott i aT�s/�, aeLii # i. P DRIV WAY
,Fxslx "`x i-1s ia3 uu'L;Ft eVG`'"Stit,t} o
S`cLly sSAsv�t`ta iL�z F�"s9 ii,vky c"f .3 '{tt � 20.
Fr
12-1/2" Bolt CArcle Diameter
1'e F1554 Grade 35 anchor rods
(Total 4) with Grade A hot -dip A563
_
hex nuts, with ASTM F436 type 1 washers, d
8 UNC threads 6' long both ends m
E
_a
O
12"x12" AS1M A-36 Base Plot e Anusm. P. N
Thickness= Y for 23' Pole �'��3.. See Sheet 1
Thickness= 1-1/4" far 28' Pd.
1S" —I IS' —
Concrete Cap Ck Type S Mortar
.f_ 33"x30" curb adjacent
with cold joint perimeter 24" Top of
Curb
6' F_ Pole..
27
Back of I " Flow Line
curb
71M1"
Max, bottom of nut
to top of footing
Depth of Footing �- 30" Min. Below
See Toole Below ( (. }', Ms. 48 Flow Line (Typ.)
_
NOTE:
1. INSTALL RANCHO CUCAMONGA
LOCATED MUNICIPAL UTILITY (RCMU)
SIDE OF POLE NUMBER PLATE ON THE
STREET SIDE OF POLE 6'
ABOVE GRADE.
SEE SHEET 2 FOR
° FOUNDATION DETAIL
�—
ARM
EPOLE
'FEPOLE
CATALOG
CATALOG
ARM
W/
JULGEssa
STREET ttPE REF63D 30OA HEIGHT
NO.
POYEfINISNNO.
UNGEHARMRISEARM
FINSN
UGIRINGH)OUNEMTAWSNO.
.
LOEgf — 23'-3"
_ICI-23
4e ]AP4
__.
gMER5H1Et0
W
2n"
INDIl5TR1At/0011ECTOA/
_,_,.__-CONTACT.ENfdNEFAING
SECONDARY/WoRl 129'W
lt1-M
(ANT11GRAFFRI&SEALER) 1AP6
B
32'
INOPAINT)
CONTAtTENe EMING
OIVIDEDMAIOR
GRAYNATLIAgIFAT•OSED.
CITY OF RANCyIr3�tg5y�t�rUCAM CUCAMONGA,
CALIFORNIAg
3y: - STREET LIGHTS AND STANDAND PUN
��P,y�r FOUNDATION DETAIL 410
51 DATE 1S14 : USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET j OF 2
1-1/2" Conduit --P
#4 0 6" for
Spiral Reinforcement
3" Clear (Typ.) from
spiral reinforcement
to the pile edge
3" Clear,
Diameter
85 MPH WAND ZONE
2"x2"xl/4" Plate
Washer (Typ)
Tack Weld or Peen
6-#6 Equally spaced
Vertical Bars
DEPTH OF FOOTING
AND NON -CONSTRAINED
TABLE FOR CONSTRAINED.......
SURFACECONDITIONS
Soil Type per UDC
23' Pole
28, Pole
and Geotechnical Report
III. Sandy Gravel. Gravel
6,
7,
IV Sand, Silty Sand, Clayey Sand,
Silty Gravel. Clayey Gravel
V
Cloy, Sandy Clay,
Special Design
Silty Clay, Clayey Silt
per Geotechnical Report
DWG. NOT
TO SCALE
CITY OF RANCHO CUCAMONGA, CALIFORNIA
rlf APPROVED BY: STREET LIGHTS
AND
STANDARD PUN
FOUNDATION DETAILS 410
fm aGN DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2
L /
DATE.
ANT CRY WINSTON III, P.E. NO. E 20881 EXP. 09/301
N.T.S.
BENCHMARK: 10080
SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY
OF RANCHO CUCAMONGA BM 10080 1987" AT
NORTHEAST CORNER OF 19TH STREET AND AMETHYST
AVENUE, AT BEGINNING OF CURB RETURN AND
WESTERLY END OF CATCH BASIN.
YEAR OF ADJUSTMENT: 1987 ELEVATION: 1495.994
FURNISH AND
INSTALL 3" C CONDUIT ONLY TO SCE POINT OF
CONNECIION.
COORDINATE WORK WITH SCE.
FURNISH AND
INSTALL 36 WATT/3600 LUMEN LED STREET
LIGHT PER CITY
STANDARD 410
O3
FURNISH AND
INSTALL NO. 3--1/2 CONCRETE UNDERGROUND
PULLBOX WITH
LID STAMPED "STREET LIGHTING" WITHIN 5 F' OF
STREET LIGHT
FURNISH AND
INSTALL 1" SCHEDULE 40 PVC UNDERGROUND
CONDUIT AND
(2) #10 THWN—CU & (1) #10 CU—GND
O
FURNISH AND INSTALL ELECTRICAL SERVICE PEDESTAL PER CITY
STANDARD 411.
1. AFFIX 4"
HELVETICA ADDRESS NUMBER ON STREET SIDE OF
CABINET.
GRAPHIC SCALE
10 0 5 10 20
(IN FEE
1' -10'
STREET LIGHT PLAN
10115 24TH STREET
APN # 0209-1 1 1-20
ROW 2016-00356
QTY
1 EA
1 EA
1 EA
65 LF
1 EA
UPPROVED BY. DATE6
5ITY ENGINEER �" _ �RICE: 67514
DESM PLAN PREPA Y _._....
RM AEC MORENO CORP.
ORNIM SHEET
R M OF
CHMM �M R.C.E. No 66015 NO:
DATE __._�28 19 FILE NO 2496—S.L
AMENEM99MIM 9I
VOLTAGE DROP CALCULATIONS
FROM
TO
CONDUCTOR SIZE
' CONDUIT SIZE DISTANCE (FT)
VOLTAGE (V)
CABLE
RESISTANCE
CURRENT (A)[PER 1000FT1 )
CABLE RESISTANCE (LQ)
VOLTAGE DROP IV)
VOLTAGE DROP %
IMETERPI
P"1-1
210, 1#10GN0
1" PVC 74.00
12tJ.00)
1.50 1.1s10
D.dI1
0.03
0.03
METER P2
P1-2
2#10, 1 1i1 GND
1" PVC 10i}.{i0
12U.OQ
1.5U 1.1()0
Ci.11
0.33
0.28
INSTALLER TO FIELD VERIFY CONDUCTOR LENGTHS..
VD = CURRENT (A) " CABLE RESISTANCE * 2
%VD = (VOLTAGE DROP (V)/VOLTAGE (V))*100
Branch anel: l
Location: Volts: 240/120 SINGLE PHASE A.I.C. Rating: 10,000 A
Supply From: Phases: 1 Mains Type:
Mounting: GROUND MOUNTED Wires: 3 Mains Rating: 100 A
Enclosure: NEMA TYPE 3R MC6 Rating: 1°00 A
Notes:
PANEL SCHEDULE SHOWS 42 CIRCUITS BUT INSTALLER CAN INSTALL ANY PANEL THAT CAN ACCOMADATE THE POPULATED CIRCUITS SHOWN.
I
1
CKT
Circuit Description
, Trip
Rakes
A
8
Poles
Trip
a Circuit Description
CI�T
P4-1
LIGHTING FIXTURE
_
20A
1
193 VA
53 VA
1 1
20A
_
LIGHTING FIXTURE
P1-2
P1-3
SPARE _
20 A
1
-
0 VA
OVA
1
_--
20 A
-
SPARE
P1-4
PI-S
--
.__..
PI-6
P1-7
----
P1-8
P7-9
P1-10
Pi-11
m
P7-12
P1-13
--
P1-14
P1-15
j
P1-16
P1-17
---
,
P1-
P1-19
__
2P1-0
2
P1-21
P1-22
P1-23
P1-24
P1-25
—.
_
P1-26
P1-27
_
P1-28
P1-29
_n _.----
._
_
P1-30
-
PI-32
Pi-33 I
P1 34
P1-35..
_
P1 36 '
P1-37
_.
�.
_.
Pi-3i
P i -39
---
P1-40
P 1-41
-
- ----.
P1-42
Total Load: 246 VA 0 VA
Total Amps: 2 A 0 A
Legend:
—
Load Classification ConnectedLoad Demand Factor Estimated Demand Panel Totals —
Lighting -
-- _.
Continuous 246 VA 125-00% 308 VA
_ _
Total Conn. Load: 246 VA
—Total
I Est. Demand: 308 VA
_ Total Conn. Current: 1 A
-------Total
Total —Est. Demand Current: 1 A
Hates:
m
DAYS
YOU
TOLL FREE
A PUBLIC SERVICE BY
NG
3A FUSES PER FIXTURE
J"'--- P1-1
UCATE FUSE HOLDER
BEHIND ACCESS COVER OF
POLE, SEE FIXTURE DETAIL.
PROVIDE PULL BOX TYP WITH ALL
POLES SEE CITY STD 410 AND PULL
BOX INSTALLATION DETAIL HEREON.
1ODA ?420 V 10, 3W, METER PEDESTAL, SEE
DETAIL'D' HEREON, AND ELECTRICAL PANEL
SCHEDULE PER DETAIL'FHEREON
SERVICE POINT
FOR STREET LIGHT CIRCUIT
(240w 1-PH)
P1-2
3A FUSES PER FIXTURE
#2 THHN
STRANDED CU
LANDING
LUGS
SERVICE 120/240V
1 PHASE, 3 WIRE
METER
SOCKET
#14 STRANDED CU
15
31'
HINGED DOOR 1
I I
24" II 1f
C ,,41
f � it
LOAD I
CONDUITS
' a
BASE
H
AUTO
15 1"Avl. .
0 o—. (SPARE)
150 (SPARE)
100A/2 POLE
SERVICE DISCONNECT
Ca
___�MEYERS MEUG'1631"
CATALOG NO. LOAD'
M"`yMEUGI 6A-31 "-M20G
PAINT OR I WITH
7
ADDRESS WITH 9
4' HELV ICA
BLACK LETTERING WA N 9B -71
PHOTOCELL NOT REQUIRED NEUTRAL BAR
(IF SPECIFIED INCLUDE EXTERNAL LIGHT SHIELD)
PADLOCK TO BE PROVIDED BY THE CITY
SIKA.FLEX-lo
- SEALANT ALL AROUND
4 501vxt
CIRCU
13fRECTC
y
NO.
DESCRIPTION
AMP
POLE
1-3
MAIN DISCONNECT
200
2
2-4
LIGHTING
20
2
6 B
LIGHTING
20
2
JG 414G
1+I CONDUIT �1r2. RADIUS AROUND 7}IE EDGES
>GA
III�t 2' BELOW TOP OF FOUNDATION IF NATURAL GRADE
OR FLUSH' IF ADJACENT TO HARDSCAPE
I'i I 1 ( f 2% SLOPE ALL AROUND (iYP)
�j,1 ( 11 ANCHOR BOLTS, 5//�8' 0 MIN, X 1'8" GALV.1
'ill II �l 4" - 9D` BEND, (4 REQUIRED)
I [II`[ II 11
`'.E Nj `•n CONCRETE FOOTING
11\� NOTES
try
ONE t
SERVICE
ENTRANCE
—
LOAD CONDUrl
-
ENTRANCE
-D-
0
(STREET SIDE)
'RANCHO CUCAMONGA
NON -METER
2.
3.
4.
5.
6.
7.
8.
9.
CALIFORNIA
STANDARD PLAN
ILL
411
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS. CONSTRUCTION SHEET I OF 1
AL PHOTOCELL
ON SAFETY LIGHT
IT FIXTURE
GROUND
GENERATOR
INLET,
NEMA
L5-30R
TRANSFER
SWITCH, 55A
TYPE 3
COVER IDENT'n "`
PCC
/X//161
DA IE: " _
WINSTON III, P.E. NO- E 20881 EXP. 09/30/18
LIFT SLOT
10" (255
MM)
SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY
OF RANCHO CUCAMONGA 8M11 10080 1987" AT
NORTHEAST CORNER OF 19TH STREET AND AMETHYST
AVENUE, AT BEGINNING OF CURB RETURN AND
WESTERLY END OF CATCH BASIN,
YEAR OF ADJUSTMENT: 1987 ELEVATION: 1495.994
COVER IDENTIFICATION:
TRAFFIC SIGNAL- TRAFFIC SIGNAL
CIRCUITS, INCLUDING THOSE WITH
STREET OR SIGN LIGHTING.
STREET LIGHTING- CIRCUITS LESS THAN
600V
STREET LIGHTING -HIGH VOLTAGE-600V
OR MORE
SPRINKLER CONTROL- CIRCUITS LESS
THAN 500V
1, CONCRETE PULLBOX AND APPROVED
8 ( MITI) -
ANTI -THEFT COVER INSCRIBED
LEAR ',STREET LIGHTS" PER SPPWC STD
NOTE.
BOXES SHALL BE PCC AND COVERS SHALL BE
NON-BOLTDOWN TYPE UNLESS OTHERWISE NOTED.
DIMENSIONS (mm)
PULL BOX NO.
TYPE
OUTSIDE COVER
A
_._...._... _..._. ,___
B C D
5
PCC
25' (635)
15' (380) 21 a' (550) 11 (300)
6
PCC
34" (865)
22" (580) 291" (755) 17' (450)
CONDUIT
V (25 mm) CRUSHED ROCK
STREET LIGHT PULL BOX INSTALLATION
STREET LIGHT PLAN
101 15 241 H STREET
APN # 0209-1 1 1-20
ROW 2016-00356
PROVED BY- BATE _
CITY ENGINEER RACE,
OEM PLAN PREP A BY: - -
RM AEC MORENO CORP.
DRAYM
SFiEf f
i vvi G or G
CHIMM
HIM _ R.C.€. NO 66015 DRWM NO.
c^
DATE ..�28 1g -FILE NO 2496—SL