HomeMy WebLinkAbout5025-2R
0
PROPOSED STORM DRAIN PER
STORM DRAIN LINE CURE do LINE TABLE
RADIUS DELTA LENGTH TANGENT BEARING
A 45.00' 89'47' 19" 70.52' 44.83' —
8 31.75' N43'35'01"W
C 29.05' N4,T25'35"E
TOLL FREE -qmmmi 1-800-227-260C
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
1. CONTRACTOR TO COORDINATE INGRESS
AND EGRESS TO PRIVATE DRIVEWAYS
WITH LAND OWNERS DURING CONSTRUCTION
2. CONTRACTOR TO VERIFY LOCATION AND
ELEVATION OF EXISTING UTILITIES PRIOR TO
START OF CONSTRUCTION.
3. CONTRACTOR TO COORDINATE TRAFFIC
CONTROL WITH CITY ENGINEER
4. ABONDON EXISTING 18" STORM DRAIN SYSTEM
SYSTEM PER CITY DWG 14938 AT
THE DIRECTION OF THE CITY ENGINEER
DATE I ENGR.I CITY I DATE
Vol
ABONDON EXISTING 18" STORM DRAIN SYSTEM
SYSTEM PER CITY DWG 14938 AT
TNF n►RFrT►nAI nc T►.JC rrry rAir_wrvo
SULTANA AVENUE
cwcnun CAUDAP n/w
{' ►
� .��..' A�r. � w..��% air;'';
ALLARD
.......:... .............
Prepared By -
ENGINEERING
Civil Engineering - Land Survegng - Land Planning
16866 Seville A,I Imue
Fontana, California 32335
2 (909) 356-1815 =ax (909) 434-1820
I - aoL-�'
Raymond I. Allard, A.C.E. 36052 Date
(expires 6/30/2014)
�r eft " 1287
STORM DRAIN
P. PER DWG. 14944
* NOTE"
CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF
JOIN PRIOR TO START OF CONSTRUCTION AND TO
NOTIFY ENGINEER IF DEFERENT THAN PLAN
CONSTRUCTION NOTES
1 INSTALL 36" HDPE PIPE
2 INSTALL 36" RCP PIPE
3 CORE INTO BRICK do MORTAR AND JOIN TO EXISTING 66" RCP PIPE
4 CONSTRUCT MANHOLE PER CITY STD. 3013
5 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. 3011
6 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 3004
7 CONSTRUCT LOCAL DEPRSSION PER CITY STD. 3003
5 INSTALL 24" R.C.P. (D—LOAD PER PROFILE)
9 INSTALL MANHOLc FRAM AND COVER PRESSURE TYPE PER CITY STD. 3018
(INSTALL STANDARD TRENCH REPAIR PER CITY STD. 1008
GRAPHIC SCALE
(1111 FEET)
1 M s 40 FT.
IX
FESS/pN CITY OF FONTANA CALIFORNIA
Q�p
pN
° q�� � OFFSITE STORM DRAIN IMPROVEMENT PLAN
<v��v
1�7 9�a DRAWN BY. SCALE:
0 No. 36052 m BKA SULTANA AVENUE STORM DRAIN AS NOTED
Uj
ar Exp. 6/30/14 DESIGNED BY. FROM FWTM BLVD. TO 680' NORTH OF FOOTMNl BLVD. DATE:
J j c I v i L �Q BKA September, 2C 13
9TF OF CAL \F CHECKED BY. AP OE B/ D. � D ' l 3 DRAWING NO.: Z
RJA DATE.
CITY ENGINEER R.C.E. 51152 5025 2
Filename: 1:\15947 Young Homes Lime I and II\Offsite Improvements\DWG's\Storm Drain\F►nol 0esign\Sultana\SULTANA—SD02.dw9
BASIS OF REARING•
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B.
297/15-18. BEING N 0(701'12" W
ORIGINAL BENCHMARK (SINCE DESTROYED)
CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
PREPARED FOR:
SPIKE IN NORTH FACE OF POWER POLE
LENNAR HOMES
NO. 1536697E AT THE S.W. OF
RNER
AVENUE AND BASELINE A EENUO. ELEVATION:ULTANA 1365.01
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
SITE BENCHMARK
(951) 817-3545SAN
BERNARDINO COUNTY BENCHMARK NO. 7-15
"1970"
FAX (951) 817-3650
BRASS CAP IN CONCRETE ABUTMENT, LOCATED
34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
ADJUST® HEVATKN jam}
cwcnun CAUDAP n/w
{' ►
� .��..' A�r. � w..��% air;'';
ALLARD
.......:... .............
Prepared By -
ENGINEERING
Civil Engineering - Land Survegng - Land Planning
16866 Seville A,I Imue
Fontana, California 32335
2 (909) 356-1815 =ax (909) 434-1820
I - aoL-�'
Raymond I. Allard, A.C.E. 36052 Date
(expires 6/30/2014)
�r eft " 1287
STORM DRAIN
P. PER DWG. 14944
* NOTE"
CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF
JOIN PRIOR TO START OF CONSTRUCTION AND TO
NOTIFY ENGINEER IF DEFERENT THAN PLAN
CONSTRUCTION NOTES
1 INSTALL 36" HDPE PIPE
2 INSTALL 36" RCP PIPE
3 CORE INTO BRICK do MORTAR AND JOIN TO EXISTING 66" RCP PIPE
4 CONSTRUCT MANHOLE PER CITY STD. 3013
5 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. 3011
6 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 3004
7 CONSTRUCT LOCAL DEPRSSION PER CITY STD. 3003
5 INSTALL 24" R.C.P. (D—LOAD PER PROFILE)
9 INSTALL MANHOLc FRAM AND COVER PRESSURE TYPE PER CITY STD. 3018
(INSTALL STANDARD TRENCH REPAIR PER CITY STD. 1008
GRAPHIC SCALE
(1111 FEET)
1 M s 40 FT.
IX
FESS/pN CITY OF FONTANA CALIFORNIA
Q�p
pN
° q�� � OFFSITE STORM DRAIN IMPROVEMENT PLAN
<v��v
1�7 9�a DRAWN BY. SCALE:
0 No. 36052 m BKA SULTANA AVENUE STORM DRAIN AS NOTED
Uj
ar Exp. 6/30/14 DESIGNED BY. FROM FWTM BLVD. TO 680' NORTH OF FOOTMNl BLVD. DATE:
J j c I v i L �Q BKA September, 2C 13
9TF OF CAL \F CHECKED BY. AP OE B/ D. � D ' l 3 DRAWING NO.: Z
RJA DATE.
CITY ENGINEER R.C.E. 51152 5025 2
Filename: 1:\15947 Young Homes Lime I and II\Offsite Improvements\DWG's\Storm Drain\F►nol 0esign\Sultana\SULTANA—SD02.dw9