HomeMy WebLinkAbout3347-5CAUTION:
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L%PH 22 a = (a of
PROPOSED CURB & GUTTER—
PER CITY DWG NO. 3063
EXISTING CURB—
EXISTING TRAFFIC SIGNAL COND
Mflvtlj--�
6" MAX
(152 mm)
REFERENCE LINE AS SHOWN ON PLAN
REFERENCE LINE AS SHOWN ON PLAN
---------- ----- — --
PROPOSED AC. PAVEMENT
PER STREET PLANS
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E�
N
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6-1 1/2" 38 mm C, -
OR AS NOTED ON PLANS
CEMENT SLURRY
I ! 1 11 eFl I (100—E-100) WITH ORANGE
OXIDE ® 51bs PER CY.
TOP OF
CONDUIT
DETAIL 'A'
TYPICAL MULTV ONGLE CONDUIT
CROSS SECTION IN SOIL
OR PROPOSED PAVEMENT AREA
T❑LL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NTS
FURTURE R/W
LLL
EXISTING TRAFFIC SIGNAL TO BE RELOCATED _ _
WITH FUTURE CONSTRUCTION OF CURB & GUTTER_ EXIST. R
EXISTING A.C. PAVEMENT _ _ _ EXISTING A.C. PAVEMENT
..
24"
E 186 187 188 189
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—EXISTING TRAFFIC SIGNAL CONDUIT
EXISTING CURB & GUTTER
EXISTING CONTROLLER PANEL i
PER CITY DWG NO. 1837
EXISTING TRAFFIC SIGNAL TO BE RELOCATED
WITH FUTURE CONSTRUCTION OF CURB & GUTTER
12" MIN 6" MAX 12" MIN
(305 mm) (152 mm) (305 mm
REFERENCE LINE AS SHOWN ON PLAN
6-1 1/2" (38 mm) C, -
OR AS NOTED ON PLANS
_ j i
A.C. PAVEMENT 0.25 MIN.
CEMENT SLURRY
(100—E-100) WITH ORANGE
f : " : OXIDE ® 51bs PER CY.
TOP OF
CONDUIT
DETAIL 'S'
TYPICAL MULTI/SINGLE CONDUIT
CROSS SECTION UNDER EXIST fNGPAVEMENT,
CONSTRUCTION NOTES
FURNISH AND INSTALL SIX (6) 1 1/2" HIGH DENSITY POLYETHYLENE (HDPE) COMMUNICATION
CONDUITS PER DETAIL A OR B"SHOWN ON SHEET 5. FURNISH AND INSTALL ONE (1)
J 10 GREEN STRANDED IN ALL CONDUITS FOR FUTURE USE.
2�— FURNISH AND INSTALL SPLICE VAULT (P48) WITH SPLIT LID. SPLICE VAULT COVER TO BE
INSCRIBED "COMMUNICATIONS". SEE SPLICE VAULT DETAIL ON SHEET 6.
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
NTS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
W• `a 'r'111 • 1►
These Record Documents have been prepared
based On information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
EBot be responsible for any errors or omissions
,"hich may be incorporated herein as a result
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
Gti1d .( czer-f
Ray nand J. AlTard, H.C.E. 36052 Date
(expires 6/30/2004)
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
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q
COLMVIIIJUMV
�'T ?� DRAWN BY: �► * SCALE:
z AE SffL1,. A ' 3 1"=40'
0 No. 36052 q�
W M DESIGNED BY 3001 EAST OF TOMAY AWFiEW DATE:
CY-I Exp 6 30 2004 JF 70000 wr MARCH, 2003
S�Xk C I V �L ��\P CHECKED BY: <�L APPROVO BY: DRAWING NO.: 5
F OF CA1-�F� DSH J-0-03 3347 6
CITY ENGINEER R.C.E. 51152
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