HomeMy WebLinkAbout4883-32i
1110-141-14
LINDA S. SHANLEY
1110-141-15
J O RS E 0. ET.AL.
1 MEa 5ERVIGE PANE'A' AT 5TATI N POINT 615}15
U4' 5GHEUILE 40 PVG TO EX15T5 5 VAULT AT REDWOOD
' ❑n- ❑
(til' 5GHEPULE 40 PVG TO TELEPHONE 5ERVIGE
I VERIFY POINT OF GONNEGTION WITH LOGAL PHONE GOWW El MB
a Q DUGTBANK
_ (t)4' 5GHEDUL.E 40 PVC 5ERVIGE CONDUIT 1) B FIXTURES
�- FLRNI5H AND IN5TALL PER 56E REOUIR IEW5 ® G FIXTURE5
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m FOOTHILL BLVD. (WESTBOUND)
0+00 II DUGTBANK 0+00 I 7+00 1❑
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Q®Ac 4 B FIXTURE OB DTBAK � DGBADTBAK
A FI)TRES A R B FIXRES A R B FIXURES A R B FIX
URES
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05-00
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1110 -14i -1C i 'i110-14`Im21 i
KARL AND SHIRLEY FFNKEL HAROLD 0. WRIGHT ET.AL. i
i
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� 98+00 99-1-00
l
A A A A A B
96.00 97+00 FOOTHILL BLVD. (EASTBOUND)
JENSEN PRECAST N9 NO. 3 ELECTRICAL
MEETS DOO3-1/2
PULL BOX
SPECIFICATION
•ETCHED POLYETHYLENE FACE
• FACE ANCHORED IN CONCRETE
• ULTRAVIOLET INHIBITOR
14-1/4"
19-3/4" I (360)
(500)
12" 10-5/8-
(305) - . (270) /
(260) (440)
I l i
3"
(75)
10"
i5)
1-3/4"
(40)
COVER
A HIGH DENSITY REINFORCED CONCRETE
PULL AND JUNCTION BOX WITH END AND
SIDE KNOCKOUTS. NON -SETTLING SHOULDERS
MAINTAIN GRADE AND FACILITATE BACKFILLING.
DESIGN LOAD: PEDESTRIAN TRAFFIC
CATALOG
NUMBER
PRODUCT
DESCRIPTION
APPROX. WT.
(LBS.)
CYN9
BOX
REINFORCED CONCRETE
85
FL9T
LID
NONMETALLIC LID W/HOLD DOWN BOLTS
6
CYN9E
EXTENSION
12" HIGH REINFORCED CONCRETE
82
CYN9SL
SLAB
REINFORCED CONCRETE
30
TYPE "HHI" REINFORCED CONCRETE HANDHOLE DETAIL
98+00
JENSEN PRECAST N9
MEETS ADOT NO. 3-1/2
SPECIFICATION
12" 12»
(305) r(2�o
(305)
)
)22-1/4"
(565)�"
3"
(80)
1110-141-22
ANGEL L. AND
BERTHA M. PERE
i 1110-141-2 C
`EVELYN L. SHEEHAN 4
' � l
"�,> 7/
-I_ -TI -C
I
z
M
V
H
FOOTHILL BLVD. (WESTBOUND) 10 `i +00 54.73'
100+00 TO REDWOOD �
AVENUE
II CENTERLINE
�Y
FOOTHILL BLVD. (EASTBOUND) 1LL
�o
99+00 100+00 101+00 I
Pp
NO. 5 ELECTRICAL
PULL B
A HIGH DENSITY REINFORCED CONCRETE
PULL AND JUNCTION BOX WITH END AND
SIDE KNOCKOUTS. NON -SETTLING SHOULDERS
MAINTAIN GRADE AND FACILITATE BACKFILLING.
DESIGN LOAD: PEDESTRIAN TRAFFIC
11-3/4"
21-3/4" (298)
,dqjg&�
(552
2„
(50)
CYN20NMJ
POLYMER BOLT -DOWN COVER
CATALOG
NUMBER
PRODUCT
DESCRIPTION
APPROX. WT.
(LBS.)
CYN20
BOX
REINFORCED CONCRETE
116
CYN20NMJ
LID
NONMETALLIC LID W/HOLD DOWN BOLTS
26
CYN16E
EXTENSION
12" HIGH REINFORCED CONCRETE
102
CYN16SL
SLAB
REINFORCED CONCRETE
53
\Y/
TYFE 11+2" REINFORCED CONCRETE HANDHOLE DETAIL
61RIN6 KE)" TA65
O
3 #8 8 #8 GROUND
O
3 #10 8 #10 GROUND
O
3 #6 8 #6 GROUND
DUCT 5ANK KE'� TA65
F71 [fl � REFER TO DUGTBANK SECTIONS
N O R T H
Underground Service Alert Robert J. Hatch, P.E.CITY OF FONTANA SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD CA # E16118 EA
I? FESS PARTIAL SITE ELECTRICAL PLAN C�TYDRAWING FILE N0.
ORE ro CODE REQUIRES A DIG ALERT IDENTIFICATION ��°o°�,�� J. �, ���� LINWOOD ENGINEERING _
Ga NUMBER BE ISSUED BEFORE A PERMIT TO LANDSCAPE MEDIAN �� �� DRAWN BY. SCALE_
— CITY OF FONTANA ASSOCIATES, P.C. RSH FOOTHILL BOULEVARD l-=20'
EXCAVATE WILL BE VALID c� 611 m FROM CHERRY AVENUE
(((I FROM CHERRY AVENUE '�' "� Consulting Mechanical &Electrical Englneers
/ FOR YOUR DIG ALERT I_D_ NUMBER CALLDESIGNED BY= DATE=
����r *, �CALIFORNIA, 92335 210 Main Street 151 Kalmus Drive Suite B-200UNDERGROUND SERVICE ALERT �9TCTR G��07646ford, New Jersey 92s6t26esa, CaliforniaTO HEMLOCK AVENUERSH HEMLOCAVENUE o�_�7
TOLL FREE 1-800-227 2600 F Imm
OF CALF t: 201.261.5398 t: 714.424.0001 CHECKED BY. DRAWING NOS 32
f: 201.261.7652 f: 714.424.0004
TWO WORKING DAYS BEFORE YOU DIG EXP. 12/31/11 www.linwoodengineering.com SG EZ 38
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