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VARIES 14' VARIES
TYP.
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DETAIL „B" ___-----------
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_________4.5'X12' R.C.B 10" SEWER 6" WATER
»» OR I
8 SEWER i' 81" R.C.P. ' i
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I 5' 15'
800-422-4133
IT'S THE LAW ! CALL AT LEAST TWO
DIAL BEFORE WORKING DAYS PRIOR
YOU DIG! TO EXCAVATING
A
UNDERGROUND SERVICE ALERT
OF SOUTHERN CAUFORNIA
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILIZES BY CONTACTING
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133
TYPICAL SECTION
N.T.S.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
EXISTING
CURB & GUTTER
PLACE AC 3/8"
HIGHER THAN
THE ADAJCENT ,
CONCRETE (TYP.)
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DETAIL "B" (TYP.�
N.T.S.
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
NEW AC
PAVEMENT
PA
1"
EXIST. AC
PAVEMENT
DETAIL "C' (TYP.)
N.T.S.
REV. I REVISION DESCRIPTION
1- t
Arrow Blvd
LO
M
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cn
DATE I ENGR. I CITY DATE
IMMUNE
PREPARED UNDERoFEss<
THE SUPERVISION OF: h� Fyc
JIMMY W. SIMS
No. 35458
9/13/95 * EXP• 9-30-99
Jimmy W. SIMS DATE 4T CIVIL
F OF\
1 Korve
1 EnaineerinaIAWDRBY:
JLP
290 North 'D' Street, Suite 504
San Bernardino, CA 92401 DESIGNED BY:
(909) 884-4777 (909) 884-2277 Fax MAK
Korve File Name: 95041-C2 Korve Job No.: 595041x0 CHECKED BY:
Last Date Rev: 9/11/95 Last Print Date: 9/11/95 JWs
CITY OF FONTANA, CALIFORNIA
ASPHALT RECONSTRUCTION PLAN SCALE:
1"=40'
DATE
CITRUS AVENUE :
WHITTRAM CT. TO FOOTHILL BLVD. 9/11/95
APPROVED BY: 25126 DRAWING NO.: 2
CITY ENGINEER R.C.E. 2362L,
NOT FOR CONSTRUCTION
CONSTRUCTION NOTES
LEGEND
1
CONSTRUCT 5" AC PAVEMENT OVER 12" NATIVE (95% RELATIVE COMPACTION)
=
EXISTING CURB & GUTTER�2
J r r J
r r rr ,
CONSTRUCT 8" AC DIKE PER DETAIL "A"
JJ
SEGMENT 1
-
AC BERM3
EXISTING AC BERM
rrrr
Jrr
' rr r'' fr r J'; JJJ rr
Jr
SAWCUT ASPHALT PAVEMENT
EP ~
EXISTING EDGE OF PAVEMENT
r
llr4r° }ray rr5* ;y tti:�",;
�4
REMOVE EXISTING AC PAVEMENT
SEGMENT 2
6" CURB
CONC CURB ONLY
5
COLD MILL EXISTING ASPHALT PAVEMENT (1")
ADJUST EXISTING MANHOLE TO GRADE
PROPOSED AC DIKE
FUTURE WORK AREAS
INCLUDING SAWCUT PAVEMENT
-- --
WATER
(NOT A PART OF CONTRACT)
ADJUST EXISTING WATER VALVE BOX TO GRADE (BY OTHERS)
— —
SEWER
REPLACE EXISTING TRAFFIC SIGNAL LOOPS
--- -
GAS
SCE
- --
CAN
----
TELEPHONE
STORM DRAIN
DATE I ENGR. I CITY DATE
IMMUNE
PREPARED UNDERoFEss<
THE SUPERVISION OF: h� Fyc
JIMMY W. SIMS
No. 35458
9/13/95 * EXP• 9-30-99
Jimmy W. SIMS DATE 4T CIVIL
F OF\
1 Korve
1 EnaineerinaIAWDRBY:
JLP
290 North 'D' Street, Suite 504
San Bernardino, CA 92401 DESIGNED BY:
(909) 884-4777 (909) 884-2277 Fax MAK
Korve File Name: 95041-C2 Korve Job No.: 595041x0 CHECKED BY:
Last Date Rev: 9/11/95 Last Print Date: 9/11/95 JWs
CITY OF FONTANA, CALIFORNIA
ASPHALT RECONSTRUCTION PLAN SCALE:
1"=40'
DATE
CITRUS AVENUE :
WHITTRAM CT. TO FOOTHILL BLVD. 9/11/95
APPROVED BY: 25126 DRAWING NO.: 2
CITY ENGINEER R.C.E. 2362L,
NOT FOR CONSTRUCTION