HomeMy WebLinkAbout4341-1GENERAL NO TES
1, ALL WORK SHALL BE IN ACCORDANCE WITH THESE PL4NS, THE CITY OF FONTANA STANDARD PLANS, 7HE 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
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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 SUBdECT 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 7HE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)
,550--.7610.
5. THE CONTRACFOR SHALL CONFORM TO, ALL TRAFFIC, CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN rHf--
STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTEO 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 EXC,4VATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER
IN DEPTH FROM THE CALIFORNIA STArE 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 A40VEMENT
9. NO A4ATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUF OBTAINING A SEPARATE flERMIT FOR
THA T 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 PRECAURON TO AVOID DAMAGE THERFTO. THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-2-27-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CON7RACTOR SHALL COORDINATE CONSTRUCTION WITH ALL URLITY COMPANIES INCLUDING, BUF 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.
1,3- CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONFROL 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 ARE4 FOR RESIDENTS AND EMERGENCY VEHICLES.
19� rHE CONTRACTOR SHALL PROVIDEAND 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 CONFRACTOR 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.
2-2- 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 LINDERA41NING STREET IMPROVEMENTS. UPON
INSPECTION OF 7HE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING
IM PRO VEMEN T-5.
25, THE FINAL LOCATION AND WIDTH 0FDRIVEWAY APPROACH APRONS 5HALL BE APPROVED AT THE 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 CONFRACTOR SHALL STAMP AN '"S" /A/ THE FACE OF THE CURB AT THE LOCARON OF THE SEWER LATERAL.
2& 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 STREET,'�
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT
J1, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE C17Y ENGINEER
AS DETERMINED BY SOILS TESTS 7AKEN Af7ER COMPLETION 01, ROUGH GRADING.
J2. ACTUAL THICKNESS OF A.C. PAVEMENT ANDIOR BASE COURSE MA7ERIAL FOR STRUCTURAL STREET SECRONS SHALL BE
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION
OF ROUGH GRADING.
JJ. 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 OT14ER
TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE C17Y TRAFFIC ENGINEER
J5. CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AF-T-ECTED BY THE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
J6 AS -BUILT' DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS TO THE CITY ENC71NEER
SO. CALIFORNIA GAS COMPANY ADELPHIA (CABLE 711)
ATTN� JACK JARVIS ATTN: JACK HAYIE-S
162il VALLEY BLVD, 1205 DUPONT AVENUE
FONTANA, CA. 92,335 ONTARIO, CA. 91761
R09� 428-8411
mE GENCIES: (800) 427----2200 (909) J90 -47J8
SO. CALIFORNIA EDI,'30N COMPANY VER17- ON
7,951 REDWOOD AVE. ATTN. JERRY PAUBEL
FON7ANA, CA. 92335 1400 E. PHILLIPS BLVD.
POMONA, CA. 91766
,pO9) 820--5598 -- UNDERGROUND
p09 875-5100 - TRANSMISSIONS (909) 469-6,554
(�2 1 T)) 637- 12-33 - PIPEL INES FONTANA WATER COMPANY
(909) J57 -6,493J - DISTRIBUTION ATTN: MICHAEL J. McGRAW w "L y
8440 NUEVO AVENUE Rlw
CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA. 9.2,535
ATTN: BASIL J. FABR17-10 09) 822-2201
(909) 463---9580 P"AIX. (909) 82,3--5046 6
UNDERGROUND SERVICE ALERT WEST' SAN BERNARDINO WATER CO,
(800) 422--4 IJJ ATTN. LON TSAI 12
855 W BASELINE ROAD
RIALTO, CA 92J77
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIS?
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAItABLE RECORDS; VARIQ
T
TO THE BEST OF OUR KNOWLFDGE, 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 -13HOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL. LIABILITY AND AESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT E XIS T SIDEWALK EXIST C&G
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT' HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY 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 HOUA�13;
AND THAT THE CONTRACTOR -'3HALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL, LIABILIT)� RE41- OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 0WNf-:-1? OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL., CONDITIONS AND DIMENSIONS AND SHALL REPORT W'L Y,
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. R11141
REMOVABLE CURB
FACE PLATE
A C PA VEMEN T,
TOP CURB
C&G
VARIES
L UfL�g "I �6
El Y
Rlw
12'
CITRUS AVENUE
TYPICAL SECTION
71=10
FROM SrA 25+75 TO STA 27+90. 11
N. TS.
c-
144"
—57"
— EXIS T A C�
VARIES x
0
Z�
CITRUS A VENUE
TYPICAL SE -001V
Tl=- 10
FROM SR 29+10.11 rO SrA. J0+60�,fl
N. T&
DE TA IL YA "
REMOVABLE CURB COVER
M rs,
REMOVABLE CUR6 COVER
(CONS7RUCT SPECIAL CURB COVER
FROM 114" STEEL DIAMOND PLAT 26" x 58'
USE 3,48- GALVANIZED FLUSH SCREWS
TO SECURE COVER)
-VICINITY MAP
L EGEND A ND
A 88RE VIA TIONS: 1.0---
CONSTRUCTION NOTES AND QUANTITIES:
20
AC
ASPHAL r1C CONCRETE
INV
INVERr
B.C.
BEGIN CURVE.
O.C.
ON CEN TER
B. V C.
8. W
BEG. VERTICAL CURVE'
BACK SIDEWALK
P. C� C�
PORT1,4ND CEMENT CONCRETE
C.6�
CA TCH BASIN
(R)
RIDGE LINE
C�L.
C.EIVTERLINE
RIW
RIGI�T OF WAY
E. C.
END C UR VE
TA N.
TAIVOENT
E. P.
FDGE PAVEMENT
T rl�
TOP OF CURB
E G.
EDGE GRADE
w
WIDTH
E. V. C.
END VERTICAL CURVE
v
VERTICAL DEPTH
F L.
F S.
FLOW LINE
FlIVISH SURFACE
(590.77)
INDICATES EXISTING ELEVATION
G.B.
R P.
GRADE BRFAK
590.77
INDICArES PROP05ED ELEVAT101V EXIST SIDEWALK
HIGH f`011VT
INDICATES AC REMOVAL,
INDICATES AC PAVERENT
INDICA TES CONC.
INDICArES COLD PLANE
A C PA VEMEN T
REMOVABLE CURB
FACE PLATE
A C PA VEMEN T,
TOP CURB
C&G
VARIES
L UfL�g "I �6
El Y
Rlw
12'
CITRUS AVENUE
TYPICAL SECTION
71=10
FROM SrA 25+75 TO STA 27+90. 11
N. TS.
c-
144"
—57"
— EXIS T A C�
VARIES x
0
Z�
CITRUS A VENUE
TYPICAL SE -001V
Tl=- 10
FROM SR 29+10.11 rO SrA. J0+60�,fl
N. T&
DE TA IL YA "
REMOVABLE CURB COVER
M rs,
REMOVABLE CUR6 COVER
(CONS7RUCT SPECIAL CURB COVER
FROM 114" STEEL DIAMOND PLAT 26" x 58'
USE 3,48- GALVANIZED FLUSH SCREWS
TO SECURE COVER)
-VICINITY MAP
N. T. S.
CONSTRUCTION NOTES AND QUANTITIES:
ol ----.--CoNSTRUcT 8"' CURB oNLy pFR CITy t?F FONTANA
1,02J L.F
STD. PLAN NO. 1000.
D2 -NOT USED
(D—SAW6,'UT & REA40VE EXISTING AC PAVEMENT
9,808 S.F
(4:)-PLACE'FULL DEPTH AC PAVEMENT
2,045 S.F
&---COLD PLANE EXISTING AC PAVEMENT AS REQUIRED,
1,4J6 S.F.
C6�- CONSTRUCT VARIABLE THICKNESS AC PAVEMENT
1, 4J6 S.F
OVERLA)" 0. 12FF MIN.
(7 -)---INSTALL, REMOVABLE CURB COVER PER ALHAMBRA FOUNDRY----
I EA.
CO. LTD. STANDARD B-40, PER DETAIL 'A" HEREON.
&-PROTECT EXISTING
(8D-- INSTALL IRRIGATION SLEEVES, 2-4" & 1-2"' SCHEOULE'40, PVC.—
50 L. F
(�>- TRENCH REPAIR PER CITY OF f-ONTANA STD. PLAN NO. 1008. --
100 S� F
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JA826-1167�streets\lltle Sheet Medlan.dwa, 11/27/2007 101-20,04 AM. Ernie, Ernie