HomeMy WebLinkAbout2354-1GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975,
AND ANY REVISION THEREAFTER, AND THE LATEST EDITION OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT/ENGINEERING PRIOR TO THE START
OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT
WHERE OTHERWISE NOTED.
4. CURVE DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
6. ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR
STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL
ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL
UPON COMPLETION OF ROUGH GRADING.
7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN
AFTER COMPLETION OF ROUGH GRADING.
8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES
FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE,
THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR
LEAVING IMPROVEMENTS.
9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE
STREETS.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER
POLES, WATER METERS, VALVES, HYDRANTS, IRRIGAION STRUCTURES, ETC.,
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE
IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6"
BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE
BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED
GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING
CONTRACTOR AFTER COMPLETION OF PAVING. (BY OTHERS)
14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
15. PAVEMENT SECTION QUANTITIES (5" A.C.) ARE FOR BIDDING PURPOSES ONLY,
THE ACTUAL PAVEMENT THICKNESS TO BE DETERMINED IN FIELD BY SOILS ENGINEER.
16. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES
AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE,
FLOOD CONTROL SYSTEMS, ETC.
17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE
CITY OF FONTANA STANDARD DETAILS.
18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S
REPRESENTATIVE.
19. STERILANT REQUIRED UNDER ALL AC PAVEMENT.
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER.
23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY
PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT
PAVEMENT.
25. CONTRACTOR SHALL INSTALL RAISED PAVEMENT MARKINGS AND STRIPING PER PLANS &
SPECIAL PROVISIONS, AND AS DIRECTED BY THE CITY ENGINEER OR ASSIGNEE.
26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATELY.
28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE
PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET
CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF
FONTANA.
29. "AS BUILT" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA.
RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA.
TRAFFIC SIGNAL AND LIGHTING GENERAL NOTES
1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD
SPECIFICATIONS, SECTION 86, AND STANDARD PLANS (DATED JULY 1992).
2. ALL SIGNAL IMPROVEMENTS AND MODIFICATIONS SHALL BE DONE PRIOR TO ANY
PAVEMENT REMOVAL.
3• ALL EXISTING CONDUCTORS AND CABLES SHALL BE REMOVED FROM EXISTING CONDUITS
AND SHALL BE REINSTALLED ALONG WITH "AUTOSCOPE" AND "OPTICOM" CABLES. THE
EXISTING DETECTOR LOOP CABLES SHALL BE DISCARDED. INSPECTION OF ALL SIGNAL
CONDUCTORS AND CABLES IS REQUIRED PRIOR TO REINSTALLATION.
1-800-422-4133
IT'S THE LAW ! CALL AT LEAST TWO
DIAL BEFORE WORKING DAYS PRIOR
YOU DIG! TO EXCAVATING
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cA L
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILIIES BY CONTACTING
UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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CONSTRUCTION N RTES AND QUANTITIES
ITEM
SOUTHERN
CALIFORNIA GAS CO.
San
N0.
DESCRIPTION
QUANTITY
UNIT
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CONSTRUCT 5" AC PAVEMENT OVER 12" OF 95% COMPACTED
3,283
TON
1
NATIVE MATERIAL
2
CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 101
664.5
LF
O3
SAWCUT ASPHALT PAVEMENT
240
LF
O
REMOVE EXISTING A.C. PAVEMENT (INCLUDES EXISTING A.C. BERM)
98,523
SF
O5
COLD MILL EXISTING ASPHALT PAVEMENT (1") AND INSTALL 1" A.C.
"C',
480
SF
OVERLAY PER DETAIL SHEET 2 OF 3.
------- 16'of 12" -
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----------------»>-»»»------------------
0-
6O
ADJUST EXISTING MANHOLE TO GRADE
8
EACH
O7
ADJUST EXISTING WATER VALVE TO GRADE (BY OTHERS)
(N.I.C.) 13
EACH
-�-RERI
0
4GEREP EXISTING TRAFFIC SIG , ,SLGORS
- 8--EAGH
v Q
1' g
CONSTRUCT RAMPED CURB RETURN PER CITY STD 104A (MODIFIED);
1
EACH
cv a
SEE DETAIL "D" ON SHEET 2 OF 3
P
1'CONSTRUCT
10
CONCRETE DRIVEWAY APPROACHES PER CITY STD. DETAIL 103
982
SF
(LOCATIONS AND WIDTHS SHALL BE VERIFIED IN FIELD BY CONTRACTOR)
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1 1 1
CONSTRUCT 4'WIDE (4"THICK) CONCRETE SIDEWALK PER CITY STD. DETAIL 105A
3868
SF
1.12
SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK AND
3750
SF
_58'of 12"(2)
CONCRETE/A.C. DRIVEWAY APPROACH
>
1.
13
-'REMOVE AND DISPOSE OF EXISTING TREE; REMOVE EXISTING ROOTBALL
AND REMOVE SURFACE ROOTS TO A MIN. DEPTH OF 3 FT. BELOW SUB GRADE
8
EACH
OR TO THE SATISFACTION OF THE CITY INSPECTOR
1 1
O4
ADJUST EXISTING WATER METER BOX or TELE VAULT TO GRADE(WATER METER
(N.1.C.) 14
EACH
BOX TO BE RELOCATED BY FONTANA WATER COMPANY; TELEPHONE VAULT
1
ADJUSTMENT TO BE DONE BY PACIFIC BELL)
DINO
•
15
*ADJUST EXISTING FENCE GATES TO NEW GRADE
5
EACH
1.
16
'REMOVE AND RELOCATE EXISTING MAIL BOXES BEHIND NEW CURB
5
EACH
1.
17
CONSTRUCT 8' WIDE CONCRETE CROSS GUTTER PER CITY STD. 105 (MODIFIED
448
SF
TO AN 8' WIDTH, WITH THE FLOWLINE OFFSET AS SHOWN ON PLANS)
1'
18
REPLACE EXISTING TRAFFIC SIGNING AND STRIPING (SEE "TRAFFIC STRIPING
LS
LS
EXHIBIT SHEET 1 OF 3)
1'
19
FURNISH AND INSTALL 2" RIGID METALLIC CONDUIT (INCLUDING ALL SWEEPS);
1
TOP OF CONDUIT SHALL BE A MINIMUM OF 18 BELOW FINISH GRADE.
44
LF
.
20
%NR COND IUIT SHAL3�� tWj?EEPS)BEIG�D �MAUMIOP1 UIBE�LI
106
LF
1'
FURNISH AND INSTALL 4" RIGID METALLIC COND,UIT (INCLUDING ALL SWEEPS)
M
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21
TOP OF CONDUIT SHALL BE A MINIMUM OF 18 BELOW FINISH GRADE.
44
LF
1.
22
FURNISH AND INSTALL TRAFFIC SIGNAL PULLBOX PER CALTRANS STD ES -8
6
EA
1
(SIZE AS NOTED ON PLANS)
23
FURNISH AND INSTALL PED PUSH BUTTON PER CALTRANS STD ES-6AA
1
EA
1 •
24
RELOCATE EXISTING 1-A STANDARD w PED PUSH BUTTON POST WITHIN 5' OF
PROPOSED RAMP RETURN; NEW FOUNDATION SHALL BE PROVIDED PER
1
EA
CITY STD 135
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INSTALL CITY FURNISHED "WIDE AREA VIDEO VEHICLE DETECTION SYSTEM" (AUTO
LS
LS
25
SCOPE), AND "PRIORITY CONTROL FOR EMERGENCY VEHICLES" (OPTICOM), AND
VALLEY
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CONTRACTOR SHALL FURNISH ALL LABOR AND ANY OTHER REQUIRED
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BLVD.
EQUIPTMENT/MATERIAL NECESSARY FOR THE COMPLETE INSTALLATION AS
DR.
SPECIFIED IN THE SPECIAL PROVISIONS SECTION E, E1, & E2, AND ALL
10
APPLICABLE APPENDICES. ALSO, CONTRACTOR SHALL INSTALL CITY FURNISHED
BELDON 8281 COAXIAL CABLE & #14/03 VNTC POWER CABLE
PER CITY STD. DETAIL 133
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILTY, 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 ENGINEER.
*NOTE: SEE SPECIAL PROVISIONS, SECTION 300-1 "CLEARING AND GRUBBING"
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WAS 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 ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
��_ADDED RECORD DRAW[NG- DATA
0 REVISED CONSTRUCTION NOTES AND QUANT;
ADDED TRAFFIC STRIPPING EXHIBIT;
AND AD
REFERENCES TO SHEET 3 OF 3.
REV. REVISION DESCRIPTION
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NOTE: RAISED PAVEMENT MARKERS SHALL BE INSTALLED
FOR ALL STRIPING PURSUANT TO CALTRANS STD.
DETAIL A -20A & A20B.
ALL LEGENDS AND ARROWS SHALL BE REPAINTED.
SEE APPENDICES OF SPECIAL PROVISIONS. CITY
STENCILS SHALL BE USED WHERE REQUIRED.
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NOTE: UNLESS OTHERWISE AUTHORIZED, WORK SHALL BE PERFORMED IN ONLY ONE-HALF (NORTHBOUND OR SOUTHBOUND
DIRECTION) OF THE ROADWAY AT ONE TIME. ONE-HALF OF THE ROADWAY SHALL BE KEPT OPEN
AND UNOBSTRUCTED UNTIL THE OPPOSITE SIDE IS READY FOR USE. IF ONE-HALF
OF A STREET IS ONLY BEING IMPROVED, THE OTHER HALF SHALL BE CONDITIONED
AND MAINTAINED AS A DETOUR.
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING
AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL
DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN
CONSTRUCTED. CONTRACTOR SHALL COORDINATE WITH OTHER
CONTRACTORS FOR VERIFICATION OF ANY NEW CONSTRUCTION.
ELECTRICITY
SOUTHERN CALIFORNIA EDISON CO.
7951 REDWOOD
FONTANA, CA 92336
(909) 357-6223
CONTACT: FRAN STEWART
GAS
SOUTHERN
CALIFORNIA GAS CO.
San
Bernardino
REDLANDS,
Mallory
(909) 335-7547
CONTACT:
DENNIS FREEMAN
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NOTE: RAISED PAVEMENT MARKERS SHALL BE INSTALLED
FOR ALL STRIPING PURSUANT TO CALTRANS STD.
DETAIL A -20A & A20B.
ALL LEGENDS AND ARROWS SHALL BE REPAINTED.
SEE APPENDICES OF SPECIAL PROVISIONS. CITY
STENCILS SHALL BE USED WHERE REQUIRED.
A venue
�T AFOC STR PI G EXI� Bi�,8
NOTE: UNLESS OTHERWISE AUTHORIZED, WORK SHALL BE PERFORMED IN ONLY ONE-HALF (NORTHBOUND OR SOUTHBOUND
DIRECTION) OF THE ROADWAY AT ONE TIME. ONE-HALF OF THE ROADWAY SHALL BE KEPT OPEN
AND UNOBSTRUCTED UNTIL THE OPPOSITE SIDE IS READY FOR USE. IF ONE-HALF
OF A STREET IS ONLY BEING IMPROVED, THE OTHER HALF SHALL BE CONDITIONED
AND MAINTAINED AS A DETOUR.
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING
AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL
DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN
CONSTRUCTED. CONTRACTOR SHALL COORDINATE WITH OTHER
CONTRACTORS FOR VERIFICATION OF ANY NEW CONSTRUCTION.
ELECTRICITY
SOUTHERN CALIFORNIA EDISON CO.
7951 REDWOOD
FONTANA, CA 92336
(909) 357-6223
CONTACT: FRAN STEWART
GAS
SOUTHERN
CALIFORNIA GAS CO.
1981 WEST
LU GONI A ST.
REDLANDS,
CA.
(909) 335-7547
CONTACT:
DENNIS FREEMAN
WATER
FONTANA WATER COMPANY
16803 SPRING ST.
FONTANA, CA 92335
(909) 822-2201
CONTACT: AL KROHN
QR9VESSIpNq�
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FELIPE U. MOLINOS
No. 40964
* _Exp. 3-31-99
s, I VI
qTF OF
"FOR REVISION 10. "
TELEPHONE
PACIFIC BELL
3073 ADAMS ST.
RIVERSIDE, CA. 92504
(909) 359-2535
CONTACT: BETTY WAGNER
SEWER
CITY OF FONTANA
8353 SIERRA AVENUE
P.O. BOX 518
FONTANA, CA. 92335
(909) 350-7610
CATV
COMCAST CABLE TV
1205 DUPONT AV.
ONTARIO, CA 91761
(909) 988-2985
CONTACT: JACK HAYES
/3\RECORD DRAWING
PREPARED UNDER QROFESSlpNq�
THE SUPERVISION OF:
JIMMY W. SIMS
No. 35458
* Exp 9-30-99
514196 F. M • -AW 3•s 96 9/13/95
s CIVIL
JIMMY W. SIMS DATE �qTF\Fo���P
OF
DATE I ENGR. I CITY I DATE
CITY BID # SB -54-95
CITY OF FONTANA
SAN BERNARDINO COUNTY, CALIFORNIA
FOOTHILL
BLVD.
iLj
66
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BLVD.
WHITTRAM
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WASHINGTON
DR.
10
1Ko rve
119 Engineering
DRAWN BY:
JLP
290 North 'D' Street, Suite 504
San Bernardino, CA 92401 DESIGNED BY:
(909) 884-4777 (909) 884-2277 Fax MAK
KORVE File Name: 95041 -JT Korve Job No. 595041x0 CHECKED BY:
Last Date Rev: 9/11/95 Last Print Date: 9/11/95 JWS
VICINITY MAP
NT.S
CITY OF FONTANA, CALIFORNIA
ASPHALT RECONSTRUCTION PLAN SCALE:
NO SCALE
JUNIPER AVENUE DATE:
VALLEY BLVD. TO SAN BERNARDINO AVE. 9/11/95
APPROVED BY: e/ ge 25126 DRAWING NO.: 1
CITY ENGINEER 3_ I/-ge, R.G.E. 2354 3
�
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U'
BLVD.
WASHINGTON
DR.
10
1Ko rve
119 Engineering
DRAWN BY:
JLP
290 North 'D' Street, Suite 504
San Bernardino, CA 92401 DESIGNED BY:
(909) 884-4777 (909) 884-2277 Fax MAK
KORVE File Name: 95041 -JT Korve Job No. 595041x0 CHECKED BY:
Last Date Rev: 9/11/95 Last Print Date: 9/11/95 JWS
VICINITY MAP
NT.S
CITY OF FONTANA, CALIFORNIA
ASPHALT RECONSTRUCTION PLAN SCALE:
NO SCALE
JUNIPER AVENUE DATE:
VALLEY BLVD. TO SAN BERNARDINO AVE. 9/11/95
APPROVED BY: e/ ge 25126 DRAWING NO.: 1
CITY ENGINEER 3_ I/-ge, R.G.E. 2354 3