HomeMy WebLinkAbout1235-1Tf� /090-Z
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MILLER AVE.
9 10 28
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7 12 'd' 0 26
6 13 25 lk's
5 14 24
4 15 Q 23 ;
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i 18 N FAIRVIEW DR.
TYPICAL SECTION '" --
INTERIOR STREETS
71T./0960 :� 19 20
y INDEX MAP
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SCALE: I"= 200'
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TYPICAL SECTION
LIME AVENUE
88,
44�
32
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F-
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EXIST. IMP. PER TR. 10960-?
44'
32'
24' \
-611 1 10
'FEATHER
0.48` 0.18,
LEVEL 41NE
TYPICAL SECTION
MILLER AVENUE
413" A. C.
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to
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VICINITYoLEMAP IS)
BASELINE
ROAD
PRIVATE ENGINEERS NOTES TO CONTRACTOR
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Co IMCIOR IS REQUIRED TO TAKE aur. P71tMOIONARY MEASURES To PROTEci 1IkE u-cML
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AZJD 410L0 WE OWMER ANO ift ENGINEER HARMLESS FROM ANY AND ALL UNIM IT`i , MI. tip-,
MILLER
LII�SILITY ARISING FRIM THE SOLE ZaEGLIGENCE OF I11F. OWNER oR THE ENGINEER .
STREET PLAN GENERAL NOTES
AVENUE
1.
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WORKS OEPARTKNZ SIMM SPKGFICAIIONS DAZED ITIS.
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CONSTRUCTION PERMITS S"ALL %E oaTAffiE0 FROM 1AIE MR ANA puBLIC WORKS rJUKIMM
PRIOR TO THE START OF ANY WORK WITHIN THE CIT`( L1WT5.
3.
%%IAOLE. FRAMES N%t COV ERS %"NU 6E CONST RUCZ EO W %UQW FINISHED PAVEMENT GRADE
ICY THE SEWER CON"[RACIOR AND SHALL BE RAISED 10 GRADE AT THE COMPl.E,110N M THE PAVING
SY 1HE PAVING CONIRACIOR.
4.
ADEQUATE. STAKES SHALL BE SET %x INE ENGINEER TO EN,RSLE THE CONIRACIOR 10 COMSTRISCT
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ALL PIPELINES OR SUBSlRUCIURES of ANY KIND ANO AL- ZELEPH M OR KWER POLES, WATER
METERS)VALVES,HYDRAN'IS, IRRIGNIk0N STRUCTURES ) ETC., SHOWN OR %ril ShOWN ONI"IS
PLAN AND LOCATED %WIN AREAS TO 8E IMPROVED AND WEREERING 1N1% CONST' IUMON ,
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AGENCIES CONCERNED BEFORE C4N51RUCT I ON 'SEGIiyS .
G.
WA1ER VALVE. COVERS 511ALL SE RMSE0 TO GME W THE PAVING CONIRNUOR .
1.
A5- auM PLANS SMU DE MUMED TO ME CITY %Y 111E CONT RACT oR .
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BOULEVARD
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ROUTE
VICINITYoLEMAP IS)
ESTIMATE OF
QUANTITIES
8" CURS WITH 1f'+ GUTTER
PRIVATE ENGINEERS NOTES TO CONTRACTOR
1 .
19E, EMST ENCS AMD LOCAs ION Of ANY UMDERGROUNO UTILITY PIPES , CONDu1T S OR S"IRUCT LIKES
CROSS GUITEi� INCL. CVRb)
SHOWN ON THESE PLANS ARE OSIAINED M A SEARCH OF TILE AVAILA U RECORDS. TO Il1E BEST
ASPmI l COK REfle pAVEN1EN1
OF OUR KNOWLEDGE IIIERE ARE MO F1151I%G UTILITIES EXCEPT AS SHOWt1 OR THESE. PLAI`i5 .T'HE
-ORIVEW APPROACHES
Co IMCIOR IS REQUIRED TO TAKE aur. P71tMOIONARY MEASURES To PROTEci 1IkE u-cML
RAISE. MhUriLti COVERS 10 GRADE
LINES SHOWN ON THESE DRAWINGS. INE MIRACTOR FURTHER ASSUMES Alt LIABILITY ANO
EARTHWORK W"%% RIGHT -OF - INA`(
RESPONSIBILITY FOR THE UTILIT`( PIPES, CONDUITS OR SIRUCIURES SNOW% 0`R hril SHOWN 0%
THESE DRAW INCkS .
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CO%IRACTOR MADS THAT '"t SHAM ASSUME SOLE AND COMPUTE RESPONSIBILITY FOR 4% SIZE
CONDITIONS QURIKG 141E COURSE OF CONSTRUCTION a THIS PROJECl ) INCLUDING SAFETY OF mx
PERSCAS ANO PROPERTY - THAT HITS REQUIREMEM SHALL APPLY CONIIK000S1.1 AND NOT 'SE
LIMITED TO NORMAL. WORDING MMR; AND IMM IHE COMTRNOCA, SAND. ZuEm) INDEMNIFY
AZJD 410L0 WE OWMER ANO ift ENGINEER HARMLESS FROM ANY AND ALL UNIM IT`i , MI. tip-,
ALurau ,1N CANNECT IO'iU WIT" THE PERFORMANCE a WORK ON wIS PROJEC1) uf_E'QTING FOR
LII�SILITY ARISING FRIM THE SOLE ZaEGLIGENCE OF I11F. OWNER oR THE ENGINEER .
STREET PLAN GENERAL NOTES
1.
ALL WORK SHALL DE 00NE. IN ACCOROAN►CE. WIT" THESE PLANS ANO I"E CIT`( rif TONTA N PutLIC
WORKS OEPARTKNZ SIMM SPKGFICAIIONS DAZED ITIS.
Z.
CONSTRUCTION PERMITS S"ALL %E oaTAffiE0 FROM 1AIE MR ANA puBLIC WORKS rJUKIMM
PRIOR TO THE START OF ANY WORK WITHIN THE CIT`( L1WT5.
3.
%%IAOLE. FRAMES N%t COV ERS %"NU 6E CONST RUCZ EO W %UQW FINISHED PAVEMENT GRADE
ICY THE SEWER CON"[RACIOR AND SHALL BE RAISED 10 GRADE AT THE COMPl.E,110N M THE PAVING
SY 1HE PAVING CONIRACIOR.
4.
ADEQUATE. STAKES SHALL BE SET %x INE ENGINEER TO EN,RSLE THE CONIRACIOR 10 COMSTRISCT
THE WORK 10 INE PLAN GRADES.
5.
ALL PIPELINES OR SUBSlRUCIURES of ANY KIND ANO AL- ZELEPH M OR KWER POLES, WATER
METERS)VALVES,HYDRAN'IS, IRRIGNIk0N STRUCTURES ) ETC., SHOWN OR %ril ShOWN ONI"IS
PLAN AND LOCATED %WIN AREAS TO 8E IMPROVED AND WEREERING 1N1% CONST' IUMON ,
SHALL BE REUMEO QY 01M.RS; IT SHALL BE ift CONTRACTOR`S RESPONSISIU1*1 TO NOTIFY AL1.
AGENCIES CONCERNED BEFORE C4N51RUCT I ON 'SEGIiyS .
G.
WA1ER VALVE. COVERS 511ALL SE RMSE0 TO GME W THE PAVING CONIRNUOR .
1.
A5- auM PLANS SMU DE MUMED TO ME CITY %Y 111E CONT RACT oR .
ESTIMATE OF
QUANTITIES
8" CURS WITH 1f'+ GUTTER
uwN T.
SIDEWALK (Its 1„ 510EWALK pEDES1RIAN RAMP)
9986 5Q,FT.
CROSS GUITEi� INCL. CVRb)
W6 SQ -fl,
ASPmI l COK REfle pAVEN1EN1
49,452. SQ .FT .
-ORIVEW APPROACHES
25 EA.
RAISE. MhUriLti COVERS 10 GRADE
3 W
EARTHWORK W"%% RIGHT -OF - INA`(
4,442 CU .-I D.
BENCH MARK
CITY OF FONTANA BENCH MARK NO. 360
NAIL IN POLE NO. 1536704E AT SOUTH-
WEST CORNER OF LIME AVENUE AND
BASELINE ROAD.
ELEV. = 1376.03
CONSTRUCTION NOTES
U CONSTRUCT 8" CURB WIT" 18" GUTTER PER CITY OF fGRAM STD. DWG. 101.
O2 CONSTRUCT 41' PLC. SIDEWALK PER CITY OF mm ANA SIO. DWG. 105-k .
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CONSTRUCT " A.C. PAVEMENT ON COM4ACltD NATIVE SUSGRADE.