HomeMy WebLinkAbout4777-20 EXISTING CURB AND GUTTER TO BE REMOVED
2 EXISTING SIDEWALK TO BE REMOVED
EXISTING DRIVEWAY TO BE REMOVED
EXISTING CURB AND GUTTER TO PROTECT IN PLACE.
MATCH EXISTING GRADE.
SAW CUT REMOVE AND REPLACE 2' WIDE A.C. PAVING W/ 2'
FULL DEPTH A.C. PAVEMENT.
-7
CONSTRUCT NEW COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. 1002, SHT. 2
CONSTRUCT NEW 8" CURB AND GUTTER PER CITY OF FONTANA STD. 1000
CONSTRUCT NEW 8" CURB PER CITY OF FONTANA STD. 1000
19
CONSTRUCT NEW
SIDEWALK PER CITY OF FONTANA STD. 1006
FOR ON—SITE STORMDRAIN
EXISTING
48" STORM DRAIN
19
EXISTING
21" SEWER MAIN
ul
EXISTING
ELECTRICAL VAULT TO REMAIN
�D
INSTALL
NEW 18" RCP STORM DRAIN LINE
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24
INSTALL
JUNCTION STRUCTURE -W/L,10AN-40,61i.� PER
CITY OF
FONTANA STD. 3009, CASE 1
EXISTING
TRAFFIC
SIGNAL LIGHT TO REMAIN
0
EXISTING
TRAFFIC
SIGNAL BOX TO REMAIN
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EXISTING
STREET
LIGHT TO REMAIN
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15 EXISTING EXISTING POWER POLE TO BE REMOVED, SEE UNDERGROUND PLANS BY SCE.
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1SIP 1610 11;
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- --- -- -- ....... . - -----
0 EXISTING
-SIDEWALK
WILLDAN,2003
ITI < 00
DWG No. 3001
crs
SHT. 1 OF 7
(0,5%)
EXISTING
STREET SIGN TO REMAIN
FOR ON—SITE STORMDRAIN
EXISTING
48" STORM DRAIN
19
EXISTING
21" SEWER MAIN
PA. r44, -
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19
INSTALL
NEW 18" RCP STORM DRAIN LINE
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-.5 v
24
INSTALL
JUNCTION STRUCTURE -W/L,10AN-40,61i.� PER
CITY OF
FONTANA STD. 3009, CASE 1
INSTALL
NEW 4" WATER SERVICE LATERAL
ADDITIONAL
R/W TO BE DEDICATED FOR SIDEWALK
1
1SIP 1610 11;
001 1 000_0121�=_�
- --- -- -- ....... . - -----
0 EXISTING
-SIDEWALK
WILLDAN,2003
ITI < 00
DWG No. 3001
crs
SHT. 1 OF 7
(0,5%)
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DIAL TWO WORKING
BEFORE
DAYS' BEFORE
DIG
YOU
Y'OU DIG
TOLL FREE 1-800-227-260C
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER_
SEE SHEET C.1.4
FOR ON—SITE SEWER
IMPROVEMENTS
IN DESCRIPIION
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IMPROVEMENTS NOT COMMENCE WITHIN TWO
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AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
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SEE SHEET C.1.2
TANGENT
FOR ON—SITE STORMDRAIN
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IMPROVEMENTS
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BEFORE
DAYS' BEFORE
DIG
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Y'OU DIG
TOLL FREE 1-800-227-260C
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER_
SEE SHEET C.1.4
FOR ON—SITE SEWER
IMPROVEMENTS
IN DESCRIPIION
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SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
"YEARS OF THE DATE OF APPROVAL SHOWN HEREOI\J
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
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ared Under I Ie JuDervision Ut
L U �"I .
DAVID R. MELLOR R.C.E. 62698
MARK
DELTA
TANGENT
PROFILE
SCALE:
L
HORIZONTAL:
'I "=20'
6.00'
VERTICAL: 1"-4'
15001500
11.59'
1 ?.00'
Llj
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cn
ry
N EW DRfiVVrlAY FINISHED
SIDEWALK
EX. 'PAVEMENT
------ ----- --
1495
MAINS, -
EX M
'TO
19,
149?.16
DEPTH BE VERIFIEQ
O Y - CONTRACTOR
HGL 1,490.,63
111111
t E\N 1B
1490
--;1490
HGL 1_4,58t, 7,
ot -
We
\Y
QONTRACTOR TO - -VERIFY _
DEPTH & NOTIFY ENGINEER
DETENTION VAULT
DISCfREP-ANCIE-S----
PER ON—SITE PLANS
185
1485
CFS,
V25=5.46 FPS
CONTRACTOR --TO VERIFY -
-7 - INSTALL --**=7w_7p'_- LF_
DEPTH & NOTIFY ENGINEER
18 R.C.P.( D-1350)
OF DISCREPANCIES -
1+00
1+50
2+00
STORMORAIN DETAIL
ared Under I Ie JuDervision Ut
L U �"I .
DAVID R. MELLOR R.C.E. 62698
MARK
DELTA
TANGENT
RADIUS
LENGTH
L
88-37'05
5.86'
6.00'
9.2 8'
87*59'35
11.59'
1 ?.00'
-7)
18,4j
DRAWN BY:
DESIGNED B
Dim
6599 CITRUS AVE. / DR07-013/CUP07-015/CUP07-034
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
E.-
CITRUS AVENUE SCALE: "=20
PLAN & PROFILE DATE:
5k 1 +00/,-- Tn STA. 4 + 82.11 1/26/09
AP,P`�,OVED DRAWING NO.:
4777 3
CITY ENGINEER—- RCE 51152 DATE