HomeMy WebLinkAbout2362-3r
NOTE:
CONTRACTOR(S) SHALL OBTAIN ALL REQUIRED
PERMITS FROM LACTC PRIOR TO THE START
OF ANY WORK WITHIN LACTC RIGHT—OF—WAY.
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2 GAS GAS
STA. 44+09.67 CITRUS AVE. TELE I 2" GAS 10" WATER I I WATER
0
1
STA. 10+00 IVY AVE. 125 25
50' NOTE: �
I (I
II
CONTRACTORS) SHALL OBTAIN ALL REQUIRED 13' II 1 1 47' 1 1 47' 1 11 13'
EXISTING
CURB & GUTTER
--r- PLACE AC 3/8"
HIGHER THAN
THE ADAJCENT
I I
CONCRETE (TYP.)
I I
I I
I I
I I
I I
I I
I I
I
I
I
N EW AC
PAVEMENT
DETAIL "B" (TYP.)
N.T.S.
1-800-422-4133
IT'S THE LAW ! CALL AT LEAST TWO
DIAL BEFORE WORKING DAYS PRIOR
YOU DIG! TO EXCAVATING
O
UNDERGROUND SERVICE ALERT
OF SOUTHERN CAL,FORNIA
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILIIES BY CONTACTING
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133
Ivy Avenue
44'
44'
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.
12'
8' 4' z
J
i�
5" AC J
12" NATIVE iw
rr
V II
AR. I I
SEE
DETAIL "B"
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.
PERMITS FROM CALTRANS PRIOR TO THE START
OF ANY WORK WITHIN CALTRANS RIGHT—OF—WAY.
12'
32'
32'
w
z 4'
8'
24'
24'
CONSTRUCTION NOTES
12'
24'
EXISTING CURB &
TYP.
TYP.
SEGMENT 1
CONSTRUCT 5" AC PAVEMENT OVER 12" NATIVE (95% RELATIVE
5" AC 3
3-� SEE
12"
NATIVE 5
5
DETAIL
NEW AC 35
—
�`-AC BERM
EXISTING AC BERM
VAR. �_-_ - ----
----------- - -
II
-4 --- ----
--------- --------------
-
/SEE
-----_
EXISTING EDGE OF
..:..:
DETAIL C
TELEPNNE
2" GAS
6' WATER,_' 12'
6" GAS
15'
SEGMENT 2
�3 SAWCUT ASPHALT PAVEMENT
r
10" SEWER
`I
4,' Yrr
I 6'
60 R.C.P.
'
S'
CONC CURB ONLY
1 I
v
�4 REMOVE EXISTING AC PAVEMENT
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.
12'
8' 4' z
J
i�
5" AC J
12" NATIVE iw
rr
V II
AR. I I
SEE
DETAIL "B"
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.
PERMITS FROM CALTRANS PRIOR TO THE START
OF ANY WORK WITHIN CALTRANS RIGHT—OF—WAY.
NOT FOR CONSTRUCTION
LEGEND
CONSTRUCTION NOTES
2'
EXISTING CURB &
GUTTER
r
r r
r
SEGMENT 1
CONSTRUCT 5" AC PAVEMENT OVER 12" NATIVE (95% RELATIVE
COMPACTION)
NEW AC 35
—
�`-AC BERM
EXISTING AC BERM
PAVEMENT
U2 CONSTRUCT 8" AC DIKE PER DETAIL "A"
- �`- EP -
EXISTING EDGE OF
PAVEMENT
r 4 r 4 4r Jtr ,Yr
r r
r t,
`•4Yrr
SEGMENT 2
�3 SAWCUT ASPHALT PAVEMENT
4,' Yrr
CONC CURB ONLY
�4 REMOVE EXISTING AC PAVEMENT
1„
PROPOSED AC DIKE
FUTURE WORK AREAS
O COLD MILL EXISTING ASPHALT PAVEMENT
EXIST. AC
INCLUDING SAWCUT
PAVEMENT (1")
PAVEMENT
WATER
(NOT A PART OF
CONTRACT)
-
SEWER
Q ADJUST EXISTING MANHOLE TO GRADE
--- ---
GAS
O7 ADJUST EXISTING WATER VALVE BOX TO GRADE (BY OTHERS)
DETAIL "C" (TYP.)
SCE
CATV
�8 REPLACE EXISTING TRAFFIC SIGNAL LOOPS
N.T.S.
____
TELEPHONE
___----------
STORM DRAIN
PREPARED UNDER
FESS
1 Korve
CITY OF FCALIFORNIA
THE SUPERVISION
OF:
Fye
��o
-42
JIMMY W. SIMS -
1 Engineering
'
DRAWN BY:
No, 35458
290 North 'D' Street, Suite 504
JLP
ASPHALT RECONSTRUCTION
CITRUS AVENUE
PLAN
SCALE: » ,
=
1 40
DESIGNED BY:
DATE:
* *
9/13/95 Exp. 9-30-99
San Bernardino, CA 92401
JIMM W. SIMS
DATE
sSl CIVIL �Q,
(909) 884-4777 (909) 884-2277 Fax
MAK
WHITTRAM CT. TO FOOTHILL
BLVD.
9/11/95
CHECKED BY:
APPROVED BY:
DRAWING NO.:
OFFo
Korve File Name: 95041-C3 Korve Job No.: 595041x0
Last Date Rev: 9/11/95 Last Print Date: 9 11 95
/ /
JWS
CITY ENGINEER
25126
R.C.E.
2362
3
REV.
REVISION DESCRIPTION
6- 1
DATE
ENGR.
CITY
DATE
NOT FOR CONSTRUCTION