HomeMy WebLinkAbout4139-1P� AOO SIW~ 40AWOL NOMS
1. CONSTRUCTION PERA41TS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING D?YS rRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT—OF—WAY WITHIN THE CITY LIMITS. Cl 909, 350-7670.
2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS,
AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL., OF TRAFFIC CONTROLS, LATEST
EDITION.
J. CONTACT TRAMC ENGINEERING PROJECT MANAGER AT ��90V9 J50-7610 TWO WORKING DAY PRIOR TO REMOVAL
OF TRAFFIC CONTROL DEVICES OR EQUIPMENT, SIOP SGN SHALL ONLY BE REMOVED BY CITY PERSONNEL
4. ALL WORK, MATERIA S AND EQUIPMENT SHALL CONFORM TO THE 200J MANUAL ON UNIFORM TRAMC
CONTROL DEVI( NUTCD) AND THE 2003 MUTCD CALIFORNIA SUPPLEMENT
5. 2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER �909� 350-7610 FOR APPROVAL
OF CONTROL POINTS OR "CAT TRACKING"' PRIOR TO APPLICATION OF PAVEM0 T S RIPING
6. TRAMC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS, UNLESS OTHERWISE SHOWN ON PLANS.
7. ALL SIGNS SHALL BE A40LINTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE
PLANS, PER CITY STANDARD DETAIL 4008.
& STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH C17 -Y OF FONTANA STANDARD STENCILS.
9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED.
10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12"" STRIPES UNLESS OTHERWISE
SHOWN THE PLANS, PER CIPK STANDARD DETAIL 1006.
AS --BUILT DRAWINGS SHALL 13E PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD WHO
SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CAD FILES, TO THE CITY TRA�FFIC -ENGINEER.
72, ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING.
SUBSTITUTE TYPE" "C" RAISED PAVEMENT MARKERS FOR TYPE "'0" MARKERS ON DETAIL 38
ON HIGHWAYS WITH RAISED MEDIANS.
14� BLUE- DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY
STANDARD PLAN.
ULJU
4:z-, `Z4
AAIV SLA,57IN6� (6.05r. qt' 67RIM,5) WIV_ 5' 10' --aw. -Me- 5
,r)q,,0/Pf PlIVEH 41R6 7' 4,485 AID CZ�MgH& t`
p Val
20,14
2Z
CoNc�
SIDEWALK
CONC. CURB &
GLITTER
SIGNING CONS TRUC TION NO TES
QUANTITIES
CD
FURNISH AND
INSTALL R81(CA) SIGN WITH POST PER CITY STD, 4008 OR EXIST POSV
56
EA.
02-
STREET LIGHT,
AS APPLICABLE,
LJ-_.
@
APPLY 6"' THERMOPLASTIC WHITE LINE PER DETAIL J,9A.
L03
FURNISH A ND
INSTALL R1-4 SIGN WITH POST PER CITY STD,
4008 OR
EXISF POSV
4
F -A.
STREET LIGHT,
AS APPLICABLE,
'36
EA.
OC
FURNISH AND
INSTALL R2-1(,35) SIGN WITH POST PER CITY STD. 4-008
OR EXIST POSV
12
EA,
10
STREET LIGHT,
AS APPLICABLE.
Q)
APPLY 12- THERMOPLASTIC YELLOW STRIPE.
720
L. F
@
FURNISH AND
INSTALL NO STOPPING SIGN R26(S) AND POST
PER CITY
STD. 4008 OR EXIST. POSV
4 7
EA
APPLY THERMOPLASTIC PAVEMENT AWARKING AS SHOWN.
STREET LIGHT,
AS APPLICABLE,
APPLY 4" THERMOPLASTIC MEDIAN ISLAND STRIPE PER DETAIL 29.
380
OE
FURNISH AND
INSTALL WJ-1 SIGN WITH POST PER CITY STD.
4008 OR
EXIST POST/
2
EA.,
STREET LIGHT,
AS APPLICABLE.
L�F.
(DY
FURNISH AND
INSTALL W,3—,3 SIGNAL AHEAD SIGN WITH POST
PER CITY
STD. 4008 OR EXIST POSV
2
EA,
R
1W
STREET LIGHT,
AS APPLICABLE
n
FURNISH AND
INSTALL RI -1 SIGN WITH POST PER CITY STD.
4008 OR
EXIST. Posv
2
EA�
STREET LIGHT,
AS APPLICABLE.
AAIV SLA,57IN6� (6.05r. qt' 67RIM,5) WIV_ 5' 10' --aw. -Me- 5
,r)q,,0/Pf PlIVEH 41R6 7' 4,485 AID CZ�MgH& t`
p Val
20,14
2Z
CoNc�
SIDEWALK
CONC. CURB &
GLITTER
STRIPING CONSTRUCTION NOTES
Cl L
CD
APPLY 4" THERMOPLASTIC DOUBLE YELLOW CENTERLINE PER DETAIL .22.
8,680
L. F.
02-
APPLY 6" THERMOPLASTIC WHITE LINE PER DETAIL J9.
13,562
LJ-_.
@
APPLY 6"' THERMOPLASTIC WHITE LINE PER DETAIL J,9A.
JJ,94
L.F
APPLY 12"' THERMOPLASTIC WHITE STRIPE.
256
L. F.
APPLY THERMOPLASTIC BIKE LANE WORD LEGEND SYMBOL AND BIKE LANE ARROW
'36
EA.
PER MUTCD FIG. 9C-105.
APPLY THERMOPLASTIC SPEED LEGEND (J5 MPH) PAVEMENT MARKING,,
10
EA.
Q)
APPLY 12- THERMOPLASTIC YELLOW STRIPE.
720
L. F
@6
APPLY 8" THERMOPLASTIC WHITE STRIPE PER DETAIL 38.
2,70
L. F
APPLY THERMOPLASTIC PAVEMENT AWARKING AS SHOWN.
17
EA.
APPLY 4" THERMOPLASTIC MEDIAN ISLAND STRIPE PER DETAIL 29.
380
L, F.
Cl )
RE—APPLY THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
2
FEA.
RE—APPLY 12" THERMOPLASTIC WHITE STRIPE.
40
L�F.
W`L Y
R
1W
NOTE:
AAIV SLA,57IN6� (6.05r. qt' 67RIM,5) WIV_ 5' 10' --aw. -Me- 5
,r)q,,0/Pf PlIVEH 41R6 7' 4,485 AID CZ�MgH& t`
p Val
20,14
2Z
CoNc�
SIDEWALK
CONC. CURB &
GLITTER
2Z 27,
1101m
CONC. CURB
& GUTTER
AUGUSTA DRIVE
NOT TO SCALE
� �lf v �� U'v
C YN, RD.
Q3
SUMMIT AVENUE
cl
A
ig;
�-N
SIERRA LAKES
P
ARKWAY
H�IGHLAND A VENUE
BASELINE —A VENUE
VICINITY MAP
NOT TO SCALE
Cl T Y OF FON TA NA U TIL I T Y NO TIFICA TION L IS T
CITY OF FONTANA s6c
ATTN: BRIAN WREN ATTN: JAMES ZIELINSKI
8353 SIERRA AVENUE (714) 666-5415
FONTANA, CA 92JJ5
(909) 350-6632
SO. CALIFORNIA GAS COMPANY ADELPHIA (CABLE TV)
ATTN: JACK JARVIS AT7`N JACK HAYES
162,31 VALLEY BLVD. 1205 DUPONT AVENUE
FONTANA, CA. 92J35 ONTARIO, CA. 91761
(909) 428-8411 (909) 390-4738
EMERGENCIES (800) 427-2200
VERIZON
SO. CALIFORNIA EDISON COMPANY ATTN. JERRY PAUBEL
7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92JJ5 POMONA, CA. 91766
(909) 820-5598 UNDERGROUND (909) 469-6J,,54
(906i) 875-5700 TRANSMISSIONS
(21-31), 6J7-1233 PIPELINES FONTANA WATER COMPANY
(909) 357-62JJ DISTRIBUTION ATTN. MICHAEL L4 McGRAW
8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA. 92JJ5
ATTN. BASIL J. FABRIZIO (909) 822-2201
(909) 46J-9580 FAX. (909) 823-5046
UNDERGROUND SERVICE ALERT WEST SAN BERNARDINO WATER CO,
(800) 422-473J A TTN. LON 7SA I
855 W, BASELINE ROAD
RIALTO, CA 92377
PRIVATE ENGINEEWS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITYAND RESPONSIBIL17Y
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIF)� AND HOLD rHE OWNER
AND FHE ENGINEER HARMLESS FROM ANY AND ALL LIABILIT)� REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY
nX'rPP'Ad A1rlP<' P9'r_/AlA//A/r_ nr M&I Ue AfrdAIQ rrP-PTdA1r9' nA- rInAM171nAM
I
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.ES. REQUIREMENTS.
CONTRACTOR SHALL ADIUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
'DEX MAP BOXES, UTILITY BOXES AND LIDS, ETC.
El Y IN SCALE: 1 400'
RIW
5' 5' 5' 1
1 7*�7777,7
COAIC�
ra,
SIDEWALK BENCH MARK:# 17 BASIS OF BEARINGS:
A BRASS CAP IN THE CONCRETE BASE OF THE RG. N08959,1
,,9 51 -,E
THE.SOUTH LEG OF AN SCE 70WER A LONG THE CL SUMMI r A VE
343 NORTH OF HIGHLAND, 0.2 M1 KEST AS SHO WN ON TR. NO.
OF SAN SE VAINE RD., 2.65 M1 WEST
AC 01=0 A A Ur 16427-1. MR 29617-11. ^somwm% A% A A Ctr Now,^ 0% A% Now Aft & 000 f �0% 0%8 A AN
79
Cl L
22'
22'
2Z 27,
1101m
CONC. CURB
& GUTTER
AUGUSTA DRIVE
NOT TO SCALE
� �lf v �� U'v
C YN, RD.
Q3
SUMMIT AVENUE
cl
A
ig;
�-N
SIERRA LAKES
P
ARKWAY
H�IGHLAND A VENUE
BASELINE —A VENUE
VICINITY MAP
NOT TO SCALE
Cl T Y OF FON TA NA U TIL I T Y NO TIFICA TION L IS T
CITY OF FONTANA s6c
ATTN: BRIAN WREN ATTN: JAMES ZIELINSKI
8353 SIERRA AVENUE (714) 666-5415
FONTANA, CA 92JJ5
(909) 350-6632
SO. CALIFORNIA GAS COMPANY ADELPHIA (CABLE TV)
ATTN: JACK JARVIS AT7`N JACK HAYES
162,31 VALLEY BLVD. 1205 DUPONT AVENUE
FONTANA, CA. 92J35 ONTARIO, CA. 91761
(909) 428-8411 (909) 390-4738
EMERGENCIES (800) 427-2200
VERIZON
SO. CALIFORNIA EDISON COMPANY ATTN. JERRY PAUBEL
7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD.
FONTANA, CA. 92JJ5 POMONA, CA. 91766
(909) 820-5598 UNDERGROUND (909) 469-6J,,54
(906i) 875-5700 TRANSMISSIONS
(21-31), 6J7-1233 PIPELINES FONTANA WATER COMPANY
(909) 357-62JJ DISTRIBUTION ATTN. MICHAEL L4 McGRAW
8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA. 92JJ5
ATTN. BASIL J. FABRIZIO (909) 822-2201
(909) 46J-9580 FAX. (909) 823-5046
UNDERGROUND SERVICE ALERT WEST SAN BERNARDINO WATER CO,
(800) 422-473J A TTN. LON 7SA I
855 W, BASELINE ROAD
RIALTO, CA 92377
PRIVATE ENGINEEWS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITYAND RESPONSIBIL17Y
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIF)� AND HOLD rHE OWNER
AND FHE ENGINEER HARMLESS FROM ANY AND ALL LIABILIT)� REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY
nX'rPP'Ad A1rlP<' P9'r_/AlA//A/r_ nr M&I Ue AfrdAIQ rrP-PTdA1r9' nA- rInAM171nAM
I
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.ES. REQUIREMENTS.
CONTRACTOR SHALL ADIUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
'DEX MAP BOXES, UTILITY BOXES AND LIDS, ETC.
El Y IN SCALE: 1 400'
RIW
5' 5' 5' 1
1 7*�7777,7
COAIC�
ra,
SIDEWALK BENCH MARK:# 17 BASIS OF BEARINGS:
A BRASS CAP IN THE CONCRETE BASE OF THE RG. N08959,1
,,9 51 -,E
THE.SOUTH LEG OF AN SCE 70WER A LONG THE CL SUMMI r A VE
343 NORTH OF HIGHLAND, 0.2 M1 KEST AS SHO WN ON TR. NO.
OF SAN SE VAINE RD., 2.65 M1 WEST
AC 01=0 A A Ur 16427-1. MR 29617-11. ^somwm% A% A A Ctr Now,^ 0% A% Now Aft & 000 f �0% 0%8 A AN