HomeMy WebLinkAbout3866-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK').
ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED
BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY
REPORT SAID CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS 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 DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY
WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED
IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE
DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET
OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9• NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE
PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION
OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE
EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED
TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES
AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM
12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND
EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE
WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER
HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO
PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR
WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
OBTAINED.
24. 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 NON-ERODEABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
25, THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT Tl -1E TIME OF
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LATERAL.
28. NO CONCRETE 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 STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND
OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35 CONTRACTOR SHALL RELOCATE AND O
CITY OF FONTANA
STREET IMPROVEMENT PLANS
N.A.P. - N. ATRA C T 16871
.
CI Y OF FONTANA UTIL /T Y NO TIF/CA TION L/S T i
CITY OF FONTANA ADELPHIA (CABLE TV)
ATTN: BRIAN WREN ATTN: JACK HAYES
8353 SIERRA AVENUE -d--\
1205 DUPONT AVENUE O '
FONTANA, CA 92335 ONTARIO, CA. 91761 i _P
(909) 350-6632
(909) 390-4738 di
SO. CALIFORNIA GAS COMPANY 3 a e
ATTN. JACK JARVIS VERIZON
16231 VALLEY BLVD. ATTN. JERRY PAUBEL --
FONTANA, CA. 92335 1400 E. PHILLIPS BLVD.
(909) 428-8411 POMONA CA. 91766 J F ; ' Y' as 32 31 So
EMERGENCIES. (800) 427-2200 Q t ' �t
SO. CALIFORNIA EDITON COMPANY (909) 469-6327 � �A- i T) ''� _]_� _ _-
/' �2 -
7951 REDWOOD AVE. FONTANA WATER COMPANY �\ �,
FONTANA, CA. 92335 ATTN: MICHAEL J. McGRAW ..' -'
(909) 820-5598 - UNDERGROUND-
8440 NUEVO AVENUE n'1
(909)) 875-5100 - TRANSMISSIONS -
(213) 637-1233 -PIPELINES FONTANA, CA 92335
(909) 357-6233 - DISTRIBUTION TEL: (909) 822-2201
FAX: 909 823-5046
CRAWFORD CANYON MUTUAL WATER CO. ( )
ATTN. BASIL J. FABRIZIO I i
(909) 463-9580 WEST VALLEY WATER DISTRICT I I
ATTN. LON TSAIWEST SAN I
UNDERGROUND R SERVICE NARDINO WATER
ERR 855 W. BASELINE ROAD I j PR/ VA TE
RIALTO CA 92377
(800) 422-4133 ' RECREA TION
00
SBC ; ..
SAN GABRIEL VALLEY �O
A TTN: JAMES ZIELINSKI MUNICIPAL WATER DISTRICT ~ ~
1265 N. VAN BUREN STREET
A77 -N. DAVE JOHNSON
SUITE 180 549 EAST SIERRA MADRE AVENUE
ANAHEIM, CA 92807 AZUSA, CA. 91702-1299
(714) 666-5415 P.O. BOX 1299 Q
(909) 969-7911
PRIVATE ENGINEER'S NOT/CE TO CONTRA C TORS _ TH _PARK
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 lS REQUIRED TO TAKE DUE INDEXPRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE MA P
DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SCALE.- 1 " _ 150'
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION CONSTRUCT/ON NOTES QUANTITIES
OF THIS PROJECT• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY• THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
BACK SIDEWALK
TAN.
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
O
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
TOP OF CURB
COMPACTED TO 957. (SEE GENERAL NOTES 31 & 32).
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
Ili
W/D TH
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
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CONSTRUCT 6" CF P.C.C. CURB &GUTTER PER CITY STD. PLAN N0. 1003. ,
ENGINEER.
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CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
CONTRACTOR SHALL VER/FY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
CL
E. G.
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS
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CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. _
THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY
END VERTICAL CURVE
590.69
DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
O
CONSTRUCT -LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1 AND DETAIL
45'
PER PLAN.
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS.
O7
CONSTRUCT CROSS GUTTER PER CITY STD. 104 ( MODIFIED W=8' )
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES,
O8
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
UTILITY BOXES AND LIDS, ETC.
H. P.
STD. NOS. 109 & 130.
0
Og
INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
INVERT
10
INSTALL STREET LIGHT, KING LUMINAIRE # K118 -EAR -11-150 HPS-
LEGEND
ON CURVES
K16-HSS-7S-PR-ED/SON LEXAN (NOSTALGIC POLE). _
A. C. ASPHAL TIC CONCRETE P. C. C. PORTLAND CEMENT CONCRETE
11
REMOVE EXISTING BARRICADE
B. C. BEGIN CURVE (R) RIDGE LINE
EDGE OF PA VEMENT
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12
INSTALL TEMPORARY BARRICADE
B. W.
BACK SIDEWALK
TAN.
TANGENT
C.B.
CATCH BASIN
T. C.
TOP OF CURB
C.L.
CENTERLINE
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W/D TH
E. C.
END CURVE
V
VERTICAL DEPTH
E. P.
EDGE PA VEMEN T
2
CL
E. G.
EDGE GRADE
(590.69)
INDICATES EXISTING ELEVA TION
E. V. C.
END VERTICAL CURVE
590.69
INDICATES PROPOSED ELEVATION
F.L.
FLOW LINE
45'
F. S.
FINISH SURFACE
_
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INDICA TES SLOPE 2. 1
G.B.
GRADE BREAK
-
H. P.
HIGH POINT
0
AC PA VEMEN T
INV.
INVERT
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REMOVAL
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26' ALLEY SECT/ON
42, 383 S F.
2,216 L.F.
11,516 S F.
2 EA.
2 EA..
614 S F.
MH=1 EA.; GV=3 EA.
3 EA.
NO TE:
LOCA770NS OF LINES AND LATERALS AND STREET CONNECAONS HAVE
NOT BEEN APPROVED, LOCAL STORM DRAIN LINE AND LATERAL CONNECnONS
MAY CHANGE UPON Cl7Y/FIRE REVIEW OF TEN TATII/ES ONCE THEY ARE
FORMALLY SUBMITTED FOR CITY REVIEW.
WEST
R/W
60'
CL
10' 20'
1
I
0.5' 4'
27. 27
20'
10'
EAST
R/W
1
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4 0.5
- �~
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SIDEWALK
CONC. CURB CONC. CURB
& GUTTER & GUTTER
60' TYPICAL SECT/ON
KA TE WA Y
/ R REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE NOTES:
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. T.l. = 5.5
1. APPROPRIATE DRAINAGE CONTROLS WILL BE PROVIDED WHEN ALLEY IS CONSTRUCTED TO PREVENT NTS
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL THE SURFACE STORM WATER FROM GETTING INTO THE LOTS ALONG THE LOW SIDE OF THE ALLEY.
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
�
Ur#6AXER &ASSOCIATE
;�D� SST . A-15, RIVERS05 CA. Pz5b4
SIDEWALK
2. THE STREET LIGHTS ON JAMIE LANE WILL BE BUILT PER PRECISE GRADING PLAN.
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BEFORE DAYSBEFORE
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TOLL FREE A PUBLIC SERVICE BY UNDERGROUND pSER CE ALERT -227-2600
REV.
REV1S/ON DESCRIPTION
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ENGR.
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SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/ TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE
REVS/ONS TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE W/TH CONDITIONS AND STANDARDS /N EFFECT.
I I II
II
_
R�
I
SIDEWALK
GUTTER
2
CL
GUTTER
AS SHOWN ON TR. NO.
16427-1, M.B. 296 11.
90' TYPICAL SECT/ON
OF SIERRA AVE.
N. TS.
45'
PARKS/DE WAY
I -1/A/ rOQ
45'
FROM STA. 10+54.22 TO STA. 12+62.15
ATE �/A � ,P �� Z Y
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77= 5.5
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_-
27
9o'
FAN PALM STREET
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_
R�
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GUTTER
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CL
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AS SHOWN ON TR. NO.
16427-1, M.B. 296 11.
90' TYPICAL SECT/ON
OF SIERRA AVE.
N. TS.
45'
PARKS/DE WAY
45'
FROM STA. 10+54.22 TO STA. 12+62.15
1
6
5'
6'
SOUTH
23'
Prepared Under The Supervision Of :
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N. TS.
PARKHOUSE DR/VE
77= 5.5
iW
5' 5'
60' TYPICAL SECT/ON & GUTTER
_-
27
9o'
FAN PALM STREET
I I II
II
_
R�
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SIDEWALK
GUTTER
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CL
GUTTER
AS SHOWN ON TR. NO.
16427-1, M.B. 296 11.
90' TYPICAL SECT/ON
OF SIERRA AVE.
N. TS.
45'
PARKS/DE WAY
45'
FROM STA. 10+54.22 TO STA. 12+62.15
1
6
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6'
SOUTH
23'
Prepared Under The Supervision Of :
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_
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I
SIDEWALK
GUTTER
2
CURB &
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AS SHOWN ON TR. NO.
16427-1, M.B. 296 11.
90' TYPICAL SECT/ON
OF SIERRA AVE.
N. TS.
PARKS/DE WAY
FROM STA. 10+54.22 TO STA. 12+62.15
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10'
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AS SHOWN
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ONTARIO, CA 91761
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60' TYPICAL SECT/ON & GUTTER
FAN PALM STREET
Ix
BENCH MARK. # 8-17
BASIS OF BEARINGS.
T.1. = ` 5.5
BRASS CAP /N THE CONCRETE BASE OF THE BRG, N089 059'31 "E
NTS
2
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST
OF SAN SEVA/NE RD., 2.65 M/ WEST
AS SHOWN ON TR. NO.
16427-1, M.B. 296 11.
OF SIERRA AVE.
ELEVA TION: if 1428.609
Prepared Under The Supervision Of :
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ONTARIO, CA 91761
PHONE (909) 937-9151
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J:\126-2003\streets\st01.dwa. 12/8/2005 8:39:32 AM. Gerry. Gem