HomeMy WebLinkAbout5289-6BUief
14+50.00
—40 —30 —20 —10 0 10 20 30 40
1230
1220
12+50.00
—40 —30 —20 —10 0 10 20 30 40
1230
1220
1210-
10+ 50.00
—40 —30 —20 —10 0 10 20 30 40
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW! D�0
DIAL BEFORE
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS
BEFORE YOU DIG
Know what's WOW
A.N . .
1230
1220
1210
1230
1220
1210
1230
15+00.0C
1220 -
1210
E.
— 40 —30 —20 —10 0 10 20 30 40
1230
1220
13+00.00
— 40 —30 —20 —10 0 10 20 30 40
11+00.00
1230
1220
1210
—40 —30 —20 —10 0 10 20 30 40
—40 —30 —20 —10 0 10 20 30 40
1230
1220
12+50.00
—40 —30 —20 —10 0 10 20 30 40
1230
1220
1210-
10+ 50.00
—40 —30 —20 —10 0 10 20 30 40
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW! D�0
DIAL BEFORE
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS
BEFORE YOU DIG
Know what's WOW
A.N . .
1230
1220
1210
1230
1220
1210
1230
15+00.0C
1220 -
1210
E.
— 40 —30 —20 —10 0 10 20 30 40
1230
1220
13+00.00
— 40 —30 —20 —10 0 10 20 30 40
11+00.00
1230
1220
1210
—40 —30 —20 —10 0 10 20 30 40
**ADJUST GUTTER SLOPE TO PREVENT REVERSE FLOW
1230
1220
15+50.00
0
II
-
4-
451
N
I I
a�
GUTTER
SLOPE 4.4%
E.G.
S'LY
R/W
1210-
— 40 —30 —20 —10 0 10 20 30 40
13+50.00
1230
1220
1210
— 40 —30 —20 —10 0 10 20 30 40
11+50.00
— 40 —30 —20 —10 0 10 20 30 40
1230
1220
1210
SCALE:
HORIZONTAL: 1 "=20'
VERTICAL: 1 "=5'
14+00.00
—40 —30 —20 —10 0 10 20 30 40
1230
1220
1210
12+00.00
—40 —30 —20 —10 0 10 20 30 40
1230
1220
1210
1230
1220
1210
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 REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
KOA CORPORATION
PLANNING & ENGINEERING
3190 C. Shelby Street
Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
BENCH MARK:B.M. NO. 436 ELEVATION -1219.49'
DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK NO. 436
BEING A PK NAIL IN CURB LOCATED AT THE NORTH EAST CORNER OF MARTIN AVE.
& SIERRA AVE.
Prepared Under The Supervision Of :
DATE: Gr �3nS
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
AO
MING GUAN.
R.C.E. 75793
DESIGNED BY:
AO
CHECKED BY:
MG
MARTIN AVENUE
CROSS SECTIONS
DATE: ` .v . `5
ITY ENGINEER R.C.E. 51152
SCALE:
As Noted
DATE:
DRAWING NO.:
5289
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
**ADJUST GUTTER SLOPE TO PREVENT REVERSE FLOW
1230
1220
15+50.00
0
II
-
4-
451
N
I I
a�
GUTTER
SLOPE 4.4%
E.G.
S'LY
R/W
1210-
— 40 —30 —20 —10 0 10 20 30 40
13+50.00
1230
1220
1210
— 40 —30 —20 —10 0 10 20 30 40
11+50.00
— 40 —30 —20 —10 0 10 20 30 40
1230
1220
1210
SCALE:
HORIZONTAL: 1 "=20'
VERTICAL: 1 "=5'
14+00.00
—40 —30 —20 —10 0 10 20 30 40
1230
1220
1210
12+00.00
—40 —30 —20 —10 0 10 20 30 40
1230
1220
1210
1230
1220
1210
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 REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
KOA CORPORATION
PLANNING & ENGINEERING
3190 C. Shelby Street
Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
BENCH MARK:B.M. NO. 436 ELEVATION -1219.49'
DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK NO. 436
BEING A PK NAIL IN CURB LOCATED AT THE NORTH EAST CORNER OF MARTIN AVE.
& SIERRA AVE.
Prepared Under The Supervision Of :
DATE: Gr �3nS
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
AO
MING GUAN.
R.C.E. 75793
DESIGNED BY:
AO
CHECKED BY:
MG
MARTIN AVENUE
CROSS SECTIONS
DATE: ` .v . `5
ITY ENGINEER R.C.E. 51152
SCALE:
As Noted
DATE:
DRAWING NO.:
5289