HomeMy WebLinkAbout1908-4111110. . . . . - . . - - . . . . . . . . . .
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JOIN EXISTING 8" SEW 37 I
5+49.00 CL EX.
PER CITY DWG NO. 1 08= I
ST STA 18+55.11 CL SULTANA AVE -
EXISTING 4" SEWER LAT
PER CITY DWG NO. 1908
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� I . W42 X13 CONSIRUC110N NOTES
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3 CITY OFFONTANA STD. DEfAIl25 AND
o e 3 CONSTRUCT STANDARD PRE -CAST MANHOLE PER CITY OF FONTANA STD. DEfNL 112
� 12 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN WITH COMPRESSION JOINTS
41 &-- BACKWATER CHECK VALVE
EXIi
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ER
M 14 REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY DWG N0. 131
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601
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1 !' 1 •
SULTANA AVENUE
SHOULD CONSTRUCTION OF 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
CONDITIONS AND STANDARDS IN EFFECT
R 1I_-0
1iISTING
�I
� CUB & GUTTER
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE
BEING NORTH 00'21'45" EAST AS SHOWN ON TRACT 16477, RECORDED IN
MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
BEECH 1 LLC CIN OF FONTANA BENCHMARK N0. 361.
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO CUCAMONGA N0. 1536697E AT THE SOUTHWEST CORNER OF
CA 91730 SULTANA AVENUE AND BASELINE AVENUE.
TEL (909) 291-7600
FAX (909) 291-7630
ELEVATION: 1365.01
3
NOTE:
EXCAVATION SHALL BE BY OPEN TRENCH UTILIZING SHORING
IN ORDER TO PROTECT EXISTING GAS LINE.
0
LEGEND:
INDICATES REMOVE AND REPLACE EXISTING A.C. PAVEMENT
REVISION DESCRIPTION I===
LOT NO.
DESIGN STA. "AS -BUILT" STA.
BACKWATER
YES NO
1
20+09
YES
mmm
20+69
YES
3
21+07
NO
4
21+66
NO
5
22+04
NO
6
22+60
NO
AIM
ME
A"
FAIR
RIF -1
0.4
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emu
SULTANA AVENUE
SHOULD CONSTRUCTION OF 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
CONDITIONS AND STANDARDS IN EFFECT
R 1I_-0
1iISTING
�I
� CUB & GUTTER
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE
BEING NORTH 00'21'45" EAST AS SHOWN ON TRACT 16477, RECORDED IN
MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
BEECH 1 LLC CIN OF FONTANA BENCHMARK N0. 361.
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO CUCAMONGA N0. 1536697E AT THE SOUTHWEST CORNER OF
CA 91730 SULTANA AVENUE AND BASELINE AVENUE.
TEL (909) 291-7600
FAX (909) 291-7630
ELEVATION: 1365.01
3
NOTE:
EXCAVATION SHALL BE BY OPEN TRENCH UTILIZING SHORING
IN ORDER TO PROTECT EXISTING GAS LINE.
0
LEGEND:
INDICATES REMOVE AND REPLACE EXISTING A.C. PAVEMENT
Prepared By:
ALLARD EN6INEEAING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (9D ) 356-1795
Zo 05
David S. Hammer, A.C.E. 43976 Dat
(expires 6/30/2007)
QROf ESS /ON
��O JPO 5. H,q,� q�F
mak'tiG
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ui No. 43976 m
C6 Exp. 6/30/07
C/VI\-
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F0F CAL�F�
GRA r rIC SV'LLC
40 0 20 40 80
(N FST)
1
M= 40 FT.
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
VCK1: f=4
160
DRAWN BY: TRACT N0. 16991 SCALE:
BY. OFfSIT SEWER PLANS DATE: AS NOTED
DESIGNED
FC S ,LIANA AVE JULY, 2005
CHECKED Yom- _ APP ED BY DRAWING NO.: 4
ml DA 1908
CITY INEER R.C.E. 51152 4
Filename: M:\dwg\15926\final design\SEWER\offsite\ 16991—swro 1.dwg
a
SEWER LATERALS TRACT 16991
LOT NO.
DESIGN STA. "AS -BUILT" STA.
BACKWATER
YES NO
1
20+09
YES
2
20+69
YES
3
21+07
NO
4
21+66
NO
5
22+04
NO
6
22+60
NO
Prepared By:
ALLARD EN6INEEAING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (9D ) 356-1795
Zo 05
David S. Hammer, A.C.E. 43976 Dat
(expires 6/30/2007)
QROf ESS /ON
��O JPO 5. H,q,� q�F
mak'tiG
� Z
ui
ui No. 43976 m
C6 Exp. 6/30/07
C/VI\-
��\P
F0F CAL�F�
GRA r rIC SV'LLC
40 0 20 40 80
(N FST)
1
M= 40 FT.
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
VCK1: f=4
160
DRAWN BY: TRACT N0. 16991 SCALE:
BY. OFfSIT SEWER PLANS DATE: AS NOTED
DESIGNED
FC S ,LIANA AVE JULY, 2005
CHECKED Yom- _ APP ED BY DRAWING NO.: 4
ml DA 1908
CITY INEER R.C.E. 51152 4
Filename: M:\dwg\15926\final design\SEWER\offsite\ 16991—swro 1.dwg
a