HomeMy WebLinkAbout4956-122 NO TRENCH BACA1(f -ILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL 34CKFILL COMPACTION. FAILURE TO OBTAIN THE REWIRED DENSITY SHALL REWIRE
RE -WORKING OF THE THAT PORTION OF THE WORK UNTIL. THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BF TAKEN TO PR ENT GRADES, DITCHES, AND SALES FROM UNDERMINING STREET IMPROVEMENTS. UPON
I
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REWIRE TEMPORARY NON-STO0518LE SWALES 51/7FRING OR LEAVING
IMPROVEMENTS
25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BF APPROVED AT THE TIME Ori' ONSTRUCTION AND SHALL
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26
ALL EXPOSED CONCR0F SURFACES SHALL CONFORU IN GRADE, COLOR AND FINISH TO HATCH EXISTING CONCRETE.
27 THE SEWER CONTRACTOR SHALL STAMP AN *'�`" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
28 NO CONCRfTE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STRESS:
30 APPROVED SOIL STERILANT IS REWIRED UNDER ALL Nf W ASPHALT PAVEMENT PRIOR TO )cLACEMENT
J1. PAVEUENT STRUCTURAL Sf-CTIONS SHOWN ARE UINIUUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS
DE7FRU,1NED BY SOIL TESTS TAKEN AFTER' COUPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A C, R4,VEUENT ANDIOR 8ASE COURSE UA TERIAL FOR STRUCTURAL .STREET SECTIONS SHALL BE
RECOMU,SNDED BY A GEOTECHNICAL REPORT AND SU8U,17TED TO THE CITY' OF FONTANA FOR APPROVAL UPON CQIMPLf TION OF
ROUGH GRADING.
33. ALL UANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BORE SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING
34. UPON COUPLETION OF CONSTRUCTION, CON-TRAACTOR SHALL RES -TORE ALL ,SIGNING' STRZPING, 8ARRICARES, AND OTHER TiAFFIC
CONTROL Df VICES TO THE SA TISFACTION OF THE CITY TRAFFIC ENGINEER.
35 CONTRACTOR SHALL RELOCATE AND OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS Af?TC7FD BY THE CONSTRUCTION TO
THE SATISFACTION OF THE CITY" ENGINEER
36. AS -BUILT DRAWINGS SHALL HE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROWDE RECORD
DRAWINGS TO THE C17Y ENGINEER.
mm
I
1- 10
. . ..... ... .... I
.. .... ...... . .. .. ..
fx1sT C&G J 5 EXIST POLf
PROP Ts SEE
DWG NO 4957
EXIST 4
SIDEWALK
,cl r-vic,-r 1--n
PROP Rlw
CONSTRUCTIO/1�NOTES QUANT/T�ES
O1 CONSTRUCT MODIFIED CURS RETURN ACCESS RAMP PER CITY OF f -ONTANA STD PLAN NO 1004
MODIFY STD TO FIT FIELD CONDTION. SEE DETAIL W HEREON. 385 SF
2Q INSTALL TRUNCATED DOMES INTO EXISTING HANOICAP RAMP PER CITY OF FONTANA STD PLAN
NO 1004 J EA
O3 Rf -MOVE EXISTING STOP SIGN PER SIGNING AND STRIPING PLAN ---
S4WCUT AND fiSYOVf - EXISTING SIDEWALK, CURB & GUTTER AS NECESSARY TO
CONSTRUCT PROPOSED ACCESS RAMP. SEE CONSTRUCTION NOTE /I 385 SF
Q5 PROTECT IN PLACE
MODIFY LANDSCAPE IRRIGATION, LIGHTING, AND/OR ANY ELECTRICAL SYSTEM AS NEEDED I LS
O7 CONSTRUCT 4" CONCRETE SIDEWALK AS NEEDED. 101N EXISTING SIDEWALK 200 SF
8O REMOTE - EXISTING TREE I EA
Q9 GRIND AND REMOTE EXISTING RAMP LIP AT FLOW LINE J EA
K2-2 �-2 �11
Rf-UOVf- EISTING hYPROV51VENTS
APROPOSf
A
D SILT ALIS'
--- -------- -- ---
E. 'ISTING SIDEWALK
....... ............ . .... ....... ... .. ..
PROPOSED RIGHT OF WA Y
RETAINING CUR AT EXIST FENCE
HT OF WAY
EXISTING RIG
...... ..
AC OF BALK'
. .
EXISTING WATER LINE
EXISTING SEWER LINE
..... .......
EXISTING OVERHEAD LINE
PROPOSED SLOCK WALL
.... .. ..... .. .. .. .. ..... .. ....... .... . ...
EXISTING BLOCK WALL
Rlw
RIGHT OF WAY
FAMA
warly/awosm
ST
STREET
FH
FIRE HYDRANT
LUM
LUMINAIRE
At""'Al A /-"",7
EXISTING STREET SIGN
Q
8 61LI'll", 0
EXISTING POWER POLE WILUMINAIRE
62
0
�2
'0
'71
0 0
0 6
0
00 00 0
00 0 0
0 0 0
00
4 4 All,
2
21
0 0 0 0 0 0 0
00,0 0
CONSTRUCTIO/1�NOTES QUANT/T�ES
O1 CONSTRUCT MODIFIED CURS RETURN ACCESS RAMP PER CITY OF f -ONTANA STD PLAN NO 1004
MODIFY STD TO FIT FIELD CONDTION. SEE DETAIL W HEREON. 385 SF
2Q INSTALL TRUNCATED DOMES INTO EXISTING HANOICAP RAMP PER CITY OF FONTANA STD PLAN
NO 1004 J EA
O3 Rf -MOVE EXISTING STOP SIGN PER SIGNING AND STRIPING PLAN ---
S4WCUT AND fiSYOVf - EXISTING SIDEWALK, CURB & GUTTER AS NECESSARY TO
CONSTRUCT PROPOSED ACCESS RAMP. SEE CONSTRUCTION NOTE /I 385 SF
Q5 PROTECT IN PLACE
MODIFY LANDSCAPE IRRIGATION, LIGHTING, AND/OR ANY ELECTRICAL SYSTEM AS NEEDED I LS
O7 CONSTRUCT 4" CONCRETE SIDEWALK AS NEEDED. 101N EXISTING SIDEWALK 200 SF
8O REMOTE - EXISTING TREE I EA
Q9 GRIND AND REMOTE EXISTING RAMP LIP AT FLOW LINE J EA
EXIST C&G
............. .
f;(IST RIW
""A 1,11,2'a l'l4e;2lZ
16
4
K2-2 �-2 �11
Rf-UOVf- EISTING hYPROV51VENTS
APROPOSf
A
D SILT ALIS'
--- -------- -- ---
E. 'ISTING SIDEWALK
PROPOSED RIGHT OF WA Y
RETAINING CUR AT EXIST FENCE
HT OF WAY
EXISTING RIG
...... ..
AC OF BALK'
. .
EXISTING WATER LINE
EXISTING SEWER LINE
..... .......
EXISTING OVERHEAD LINE
PROPOSED SLOCK WALL
EXISTING BLOCK WALL
Rlw
RIGHT OF WAY
FAMA
warly/awosm
ST
STREET
FH
FIRE HYDRANT
LUM
EXIST C&G
............. .
f;(IST RIW
""A 1,11,2'a l'l4e;2lZ
16
4
K2-2 �-2 �11
Rf-UOVf- EISTING hYPROV51VENTS
APROPOSf
A
D SILT ALIS'
--- -------- -- ---
E. 'ISTING SIDEWALK
PROPOSED RIGHT OF WA Y
RETAINING CUR AT EXIST FENCE
HT OF WAY
EXISTING RIG
...... ..
AC OF BALK'
. .
EXISTING WATER LINE
EXISTING SEWER LINE
..... .......
EXISTING OVERHEAD LINE
PROPOSED SLOCK WALL
EXISTING BLOCK WALL
Rlw
RIGHT OF WAY
8 MIN
CURB AND GUTTER
ST
STREET
FH
FIRE HYDRANT
LUM
LUMINAIRE
EXISTING POWER POLE
EXISTING STREET SIGN
EXISTING TREE TO REMAIN
4
�AX
EXISTING POWER POLE WILUMINAIRE
0
0 0
0 6
0
00 00 0
00 0 0
0 0 0
00
4 4 All,
0 0 0 0 0 0 0
00,0 0
4
0
4 4
DETAIL A
SCALE - 1 5
9
Zrll
LEG
K2-2 �-2 �11
Rf-UOVf- EISTING hYPROV51VENTS
APROPOSf
A
D SILT ALIS'
--- -------- -- ---
E. 'ISTING SIDEWALK
PROPOSED RIGHT OF WA Y
HT OF WAY
EXISTING RIG
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING OVERHEAD LINE
PROPOSED SLOCK WALL
EXISTING BLOCK WALL
Rlw
RIGHT OF WAY
C&G
CURB AND GUTTER
ST
STREET
FH
FIRE HYDRANT
LUM
LUMINAIRE
EXISTING POWER POLE
EXISTING STREET SIGN
EXISTING TREE TO REMAIN
EXISTING POWER POLE WILUMINAIRE
SCALE- 1;'=20 I
S -\DESIGN SECTION\CIP IMPROVEMENTS\SAN BERNARDINO AND PALMETTO\SREET l.ciwg jut 03, 12 — 9-51am