HomeMy WebLinkAbout3350-22 N
EXIST, EP
EXIST. R/W
BE -NCH MARK:
CALIFORNIA DEPARTMENT OF TRANSPORTATION
BENCHMARK NO. 16-A-86
FOUND 2 112" BRASS CAP IN HELL AT PI
HIGHLAND AVENUE AND CYPRESS AVENUE.
BASIS OF BEAPINGS:
THE CALIFORNIA STATE PLANE COORDINATE SYSTEM
NAD 83, ZONE 5.
R
4
APJN—,�,
FM
a
,R]\ —1
LYTLE CREEK
DATE I ENGR. I CITY I DATE
NIXON
STREET
72'
..1,V �122' =2 L' " A4-
5
ARIN, 2228-1-5-1-04
II II TRACT -15 Ae-j-1-1
ARIN, 226-1-5-1-041
cn
TRACT % � 'L.- II
I
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EXIST, R/W
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- - -------------
EXIST. ff
------------- ZZ,
- --------- - ------- -
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—0—
UJI
PRDPDSE� SIDEWALK
PROPOSED,, CURB & GUTTER
PROPOSED 36" S TOPM DRAIN PIPE,
PER DWS N0.3351
PER PLANS PREPARED BY
EPIC ENGINEERS
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 PEOUIPE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CON171TIONS AND
STANDARDS IN EFFECT.
CONSTRUCTION NOTES
REMOVE 15" VCP STOPPER AND CONNECT TO STUB PROVIDED PER PLANS
PREPARED BY HALL AND FOREMAN INC.
CONSTRUCT 46" FRE -CAST MANHOLE PER CITY OF FONTANA
STANDARD DWG 112.
FURNISH AND INSTALL 15" EXTRA STRENGTH VCP SEWER PIPE.
(D SAWCUT, REMOVE DISPOSE AND REPLACE OF EXISTING AC PAVEMENT
AS REOUIPE TO INSTALL NEW SEWER PER TRENCH DETAIL ON SHEET I
0 FURNISH AND INSTALL 6" SDR 35 SEWER LINE
Consultant's Seal
EPIC ENGINEERS
D p- CIVIL EINGINEERING LAND SURVEYING
PLANNING CONSTRUCTION MANAGEMENT
101 E. REDLANDS BOULEVARD
SUITE 146 TELE 909 - 792 - 5969
REDLANDS, CA 92373 FAX 909 - 792 - 8M
No. 534554
RICK D. POTTER, PE DATE
m
GRAPHIC SCALE 1"=40'
mwmxm�o
j—
ARIN, 226-131— 04
E2SRA
CT -1-594-1-1
LU
m
II
LU
+
Ln
tjn
"
r EXIST. RIW
EXIST, CURD GUTTER
PER DPAWING NO. 3033
LB
2 N
EXIST, EP
EXIST. R/W
BE -NCH MARK:
CALIFORNIA DEPARTMENT OF TRANSPORTATION
BENCHMARK NO. 16-A-86
FOUND 2 112" BRASS CAP IN HELL AT PI
HIGHLAND AVENUE AND CYPRESS AVENUE.
BASIS OF BEAPINGS:
THE CALIFORNIA STATE PLANE COORDINATE SYSTEM
NAD 83, ZONE 5.
R
4
APJN—,�,
FM
a
,R]\ —1
LYTLE CREEK
DATE I ENGR. I CITY I DATE
NIXON
STREET
72'
..1,V �122' =2 L' " A4-
5
ARIN, 2228-1-5-1-04
II II TRACT -15 Ae-j-1-1
ARIN, 226-1-5-1-041
cn
TRACT % � 'L.- II
I
r-, I S � v
co III Iq �; 6
I'll I LU
rJ
LO +
EXIST, R/W
Ell
w `ZF
W
cu
..........
zz
- - -------------
EXIST. ff
------------- ZZ,
- --------- - ------- -
... ...... .....
—0—
UJI
PRDPDSE� SIDEWALK
PROPOSED,, CURB & GUTTER
PROPOSED 36" S TOPM DRAIN PIPE,
PER DWS N0.3351
PER PLANS PREPARED BY
EPIC ENGINEERS
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 PEOUIPE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CON171TIONS AND
STANDARDS IN EFFECT.
CONSTRUCTION NOTES
REMOVE 15" VCP STOPPER AND CONNECT TO STUB PROVIDED PER PLANS
PREPARED BY HALL AND FOREMAN INC.
CONSTRUCT 46" FRE -CAST MANHOLE PER CITY OF FONTANA
STANDARD DWG 112.
FURNISH AND INSTALL 15" EXTRA STRENGTH VCP SEWER PIPE.
(D SAWCUT, REMOVE DISPOSE AND REPLACE OF EXISTING AC PAVEMENT
AS REOUIPE TO INSTALL NEW SEWER PER TRENCH DETAIL ON SHEET I
0 FURNISH AND INSTALL 6" SDR 35 SEWER LINE
Consultant's Seal
EPIC ENGINEERS
D p- CIVIL EINGINEERING LAND SURVEYING
PLANNING CONSTRUCTION MANAGEMENT
101 E. REDLANDS BOULEVARD
SUITE 146 TELE 909 - 792 - 5969
REDLANDS, CA 92373 FAX 909 - 792 - 8M
No. 534554
RICK D. POTTER, PE DATE
m
GRAPHIC SCALE 1"=40'
mwmxm�o
j—