HomeMy WebLinkAbout4099-9APN 255-091-13
I
I
I
R= 28' 10+00.00 ST STA JUNIPER AVE
=23+21.33 ST STA JURUPA AVE* INT
STA 10+40.23 BCR
26 BOLLARD
I
1 1 ,
I 1
1 1 �
1 � I1 1
I , I
1 I
I I
/o,--
e—) A
���*00"--
l SHEET ADDED 11
J
„
�- STA 11 +24.07
1043.11 FL
APN 255-111-17
p
BENCHMARK
4/08
�ez}t
ti
DATE
A DILIGENT MANNER, THE CITY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
�. s-ao-o� �'
k No. 50152 \P
qT C1Vi� ��
�OFCA\Y
one Technology Pork Building ✓-725, /nine, California92618
9Y 9
re%phone (949) 753— Fox (949) 753-0775
- .--_14 --0 7
ESTHER BARRI - R.C.E. 50152 Date
DESIGNED BY:
J.E.G
CITY OF FONTANA B.M.
AND PROFILE
STA 10+00.00 TO STA 20+00.00
RTH OF JURUPA AVE
FROM JURUPA T 9 NO'
DATE:
05-04-07
C
R
a
C
2
REVISED SEWER AND STORM DRAIN LOCATION
05/03/0
E.B.
1
SHEET ADDED
CHISELED BOX IN EASTERLY TOP OF CURB OF
E.B.
CHECKED BY:
E.B.CITY
o
APPR VED BY:
DAA' z
DRAWING NO.:
4099
9
TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND
REVISION DESCRIPTION
DATE
COURT, 500 FEET SOUTH OF SLOVER AVENUE
ENGINEER R.G.E. 51152
ELEVATION = 1077.400'
DIAL
TWO
WORKING
I NG
CITY OF FONTANA B.M. NO. 296
BEFORE
YOU DIG
DAYS BE
YOU DIG
A BOAT NAIL SET IN SIDEWALK AT THE NW
CORNER OF THE INTERSECTION OF SIERRA
TOLL FREE
1-800-227-2600
AVENUE & THE BRIDGE (N/O SLOVER AVENUE)
A PUBLIC SERVICE
BY UNDERGROUND SERVICE ALERT
ELEVATION = 1 I J7 7% 1967
APN 255-091-12
APN 255-091-46
APN 255-091-41
APN 255-091-47
APN 255-091-32
CONSTRUCTION NOTES I V Gr, 1 . Jl MLC. I = `t
20 SAW CUT & REMOVE EXIST PAVEMENT
21 CONSTRUCT MIN. 4.5" AC OVER PAVEMENT WITH 12" MINIMUM OF 95%
COMPACTED NATIVE SUBGRADE
22
APN 255-091-33 FEATHER FOR SMOOTH JOIN
23 ADJUST EXIST STRUCTURES (MANHOLE, VALVE, ETC.......) TO GRADE
® GRIND MIN. 0.10' EX. AC PAVEMENT & CONSTRUCT AC OVERLAY PER DETAIL
ON SHEET 11
25 CONSTRUCT SWALE PER DETAIL 3 ON SHEET 9
26 PROTECT IN PLACE
I
ULTIMA ��
EXISTING 6 EXISTING 8" EXISTING O
TREE �R/W R/W S.G.V.M.W.D. WATERDRIVEWAY �Y 6 EES Ir
® roF-
I LLJ cc
�%. LL
'^
i
X
V/
s.p. �`�• - , 1,
C
cL
- -
CD -j
5. 'a., �"' Lf -
p U
5 5 26 EASTING 8 W Y N~ E'LY
1039.40 EXISTING 8" 1 L 10 EXISTING 5 L Q C
EXISTING �ULTIM TE 6 INDUSTRIAL EX. EX. 3:
DRIVEWAY R/W TG INDUSTRIAL SEWER TG R/W SEWER W'LY RAW RAW E'LY 7
ULTIMATE 30' 30' ULTIMATE
RAW 34' 34' R/W a
' 1 .5 .5 i
' I
PR.PAVING PR. PAVING
APN 255-111-16 APN 255-111-21 APN 255-111-22 / APN 255-101-11 ( 11' 11' I I
' Ex, PA� III1G VARIES
A I�lG ' Q'
13' 14'-20
I i 2' 6.1 I d
JUNIPER AVENUE1 I ?% Z I ' v
FOR STORM DRAIN SEE SHEET 4 1 6 Af,
Q
i ' EX. W �
A2REVISED ENTIRE SHEET 40 0 20 40 80 X20 PR. SS PR. SD CGSWAL1 I
I � EX• ' � i
3 JUNIPER AVE. DETAIL 3
LRECORD DRAWING
SCALE 1"= 40' N,T,S. TI=6.5 �
STA.10+00.00 TO STA.23+89.68 & STA.29+12.41 TO STA 33+12.64
C
SHOULD CONSTRUCTION OF THE REQUIREDROFESS/PENCO ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA �
QON
IMPROVEMENTS NOT COMMENCE WITHIN Civil Engineering �o�t eq,Q q� Planning STORM DRAIN AND STREET IMPROVEMENT PLANS
TWO YEARS OF THE DATE OF APPROVAL �y
SHOWN HEREON AND CARRIED FORTH IN m g
DRAWN BY: scALE: U
Construction Management JUNIPER AVE STREET PLAN As Noted
w JEG
/3
RECORD DRAWING
4/08
�ez}t
ti
DATE
A DILIGENT MANNER, THE CITY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
�. s-ao-o� �'
k No. 50152 \P
qT C1Vi� ��
�OFCA\Y
one Technology Pork Building ✓-725, /nine, California92618
9Y 9
re%phone (949) 753— Fox (949) 753-0775
- .--_14 --0 7
ESTHER BARRI - R.C.E. 50152 Date
DESIGNED BY:
J.E.G
AND PROFILE
STA 10+00.00 TO STA 20+00.00
RTH OF JURUPA AVE
FROM JURUPA T 9 NO'
DATE:
05-04-07
C
R
a
C
2
REVISED SEWER AND STORM DRAIN LOCATION
05/03/0
E.B.
1
SHEET ADDED
11/1/06
E.B.
CHECKED BY:
E.B.CITY
APPR VED BY:
DAA' z
DRAWING NO.:
4099
9
REV.
REVISION DESCRIPTION
DATE
ENGR.
ENGINEER R.G.E. 51152