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REVISION DESCRIPTION
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BMN # 2 DETAIL
STA 1067M
NOT M SQ4E
DATE I ENGR. I CITY I DATE
SHOULD CONSTRUC'TION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF 7HE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE C17Y ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
NOTE:
DRIVEWAY LOCA71ONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCA71ONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE OF SECTIO� 36,� TIN.,
R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN M.B. 300/59—�2.
BEING: N 00'00'13" E
' I
ORIGINAL BENC114h
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E 6T THE SW CORI
MERITAGE HOMES OF BASELINE AVENUE AND SULTAN'4 AVENUE.
1250 CORONA POINTE COURT ELEVATION: 1365.01, SINCE DESTR(.')YED
SUITE 210
CORONA, CA 92879 WE BENCHIVIA1,10%
TEL (951) 547-8320 SW CORNER, SEC. 31, TAN., R.5W., ')-.BM.-2*" I.P.
FAX (951) 547-8301 WITH BRASS CAP, C.S.M. AT THE h1,1TERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
EILVA7101t 13
CONSTRUCT 4" AC PAVEMENT rN, OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32
4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1000
5 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 403, W=8'
6 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1006, WIDTH & TYPE AS SHOWN ON
PLAN
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1003
8 CONSTRUCT PCC DRIVE APPROACH PER C17Y STD. DWG. NO. 1002, W=16' UNLESS NOTED
OTHERWISE
9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 3003, CASE C, H=PER PLAN
I I CONSTRUCT CATCH BASIN PER CITY STD. DWG. NO. 3004, H=PER PLAN
(WIDTH AS SHOWN ON PLAN)
INSTALL 5800 LUMEN HPSV (70 WATr,- #7) LUMINAIRE PER CITY STD. DWG. NO. 404
ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 2000
INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 4003
INSTALL STOP SIGN PER CITY STD. DWG. NO. 4003
INSTALL A13TECH C01414N ULTRA—URBAN FILTER KTH SMART SPONGE PLUS CUR13 INLET FILTRATION
DEVICE PER DETAILS ON SHEET' 6
Prepared By:
ESS/
Y, -
ALLARD ENGINEERING
J.
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909 356-215 1 Fax (909) 356-1795
Raymodd J. Allar , R.C.E. 36052 Date
(expires 6/30/2012)
T
SEE Lfff
SCE BRYAN BREWSTER
-Az
co
No. 36052 M
Exp. 6/30/12
cjVj\_
OFF PQ�
4
CRAMIC SCV1
(IN FET)
I M z 40. Fr.
LI
.MN9.
INDICATE PROPOSED A.C. PAVEMENT
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SCALE.
AE TMCT NO. 17389 AS NOTED
DESIGNED BY. PIC PARIS MONTANE AND DATE.
AE SGT. W, YAN BREWSTER OCTOBER, 2011
CHECKED BY: APPR DRAWING NO.: 4
DSH qj.A, DATE: 4905
CITY ENGINEER R. C. E. 51152 6
Flename: C:\PROJECTS\TRACT No 17389\dwg\F1na1 Design\STREETS\17389—ST04.dwg
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CONSTRUCHON NOTES
NOTE:
DRIVEWAY LOCA71ONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCA71ONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
BASIS OF BEARINGS:
THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE OF SECTIO� 36,� TIN.,
R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN M.B. 300/59—�2.
BEING: N 00'00'13" E
' I
ORIGINAL BENC114h
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E 6T THE SW CORI
MERITAGE HOMES OF BASELINE AVENUE AND SULTAN'4 AVENUE.
1250 CORONA POINTE COURT ELEVATION: 1365.01, SINCE DESTR(.')YED
SUITE 210
CORONA, CA 92879 WE BENCHIVIA1,10%
TEL (951) 547-8320 SW CORNER, SEC. 31, TAN., R.5W., ')-.BM.-2*" I.P.
FAX (951) 547-8301 WITH BRASS CAP, C.S.M. AT THE h1,1TERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
EILVA7101t 13
CONSTRUCT 4" AC PAVEMENT rN, OVER 12" OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32
4 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1000
5 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 403, W=8'
6 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1006, WIDTH & TYPE AS SHOWN ON
PLAN
7 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1003
8 CONSTRUCT PCC DRIVE APPROACH PER C17Y STD. DWG. NO. 1002, W=16' UNLESS NOTED
OTHERWISE
9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 3003, CASE C, H=PER PLAN
I I CONSTRUCT CATCH BASIN PER CITY STD. DWG. NO. 3004, H=PER PLAN
(WIDTH AS SHOWN ON PLAN)
INSTALL 5800 LUMEN HPSV (70 WATr,- #7) LUMINAIRE PER CITY STD. DWG. NO. 404
ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 2000
INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 4003
INSTALL STOP SIGN PER CITY STD. DWG. NO. 4003
INSTALL A13TECH C01414N ULTRA—URBAN FILTER KTH SMART SPONGE PLUS CUR13 INLET FILTRATION
DEVICE PER DETAILS ON SHEET' 6
Prepared By:
ESS/
Y, -
ALLARD ENGINEERING
J.
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909 356-215 1 Fax (909) 356-1795
Raymodd J. Allar , R.C.E. 36052 Date
(expires 6/30/2012)
T
SEE Lfff
SCE BRYAN BREWSTER
-Az
co
No. 36052 M
Exp. 6/30/12
cjVj\_
OFF PQ�
4
CRAMIC SCV1
(IN FET)
I M z 40. Fr.
LI
.MN9.
INDICATE PROPOSED A.C. PAVEMENT
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SCALE.
AE TMCT NO. 17389 AS NOTED
DESIGNED BY. PIC PARIS MONTANE AND DATE.
AE SGT. W, YAN BREWSTER OCTOBER, 2011
CHECKED BY: APPR DRAWING NO.: 4
DSH qj.A, DATE: 4905
CITY ENGINEER R. C. E. 51152 6
Flename: C:\PROJECTS\TRACT No 17389\dwg\F1na1 Design\STREETS\17389—ST04.dwg