HomeMy WebLinkAbout3595-11. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
STANDARD PLANS THE 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 TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK', THE CON7RACTOR
SHALL IMMEDIA TEL Y REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO 774E APPROVAL OF THE CITY ENGINEER.
4. CONSTRUC77ON 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 AT ALL TIMESS,
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
TRENCHES 5 FEET OR GREA7FR IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF
INDUSTRIAL SAFETY
8. 7HE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEP 7H SHALL BE
GUARDED BY SHORING, SLOPING OF THE GROUND OR 0774ER 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 P07EN77AL EXISTS
FOR GROUND MOVEMENT
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARA 7E PERMI T FOR THA T PURPOSE
10. THE LOCA77ONS OF UTIL177ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA770N.
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE
FIELD, THE TRUE LOCA 77ON AND ELEVATION OF ANY EXIS77NG UTILITIES, AND TO EXERCISE
PROPER PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA 77ON.
11, THE CONTRACTOR SHALL COORDINATE CONSTRUCTION W17H ALL U77LITY COMPANIES INCLUDING,
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE 7FLEWSIOIV, LANDSCAPING, LANDSCAPE
IRRIGA770N, DOMESTIC WATER, RECLAIMED WA7ER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CAL TRANS. ALL U77LI TY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR TO
WORK AROUND THEIR FACILITIES
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WA7ER MAIN VALVES 1417HOUT
APPROPRIATE AGENCY AUTHORIZA770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
WA 7ER COMPANY FOR VAL VE OPERA 77ON AND WA TER REQUIREMENTS
13 CURVE DATA REFERS TO THE FACE OF CURB,
14, STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUC77ON CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE
THE CON7RACTOR TO CONS7RUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL
STAKING DURING CONSTRUCTION.
16. THE CON7RACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES
OR BENCH MARKS WITHOUT PRIOR NO77FICA77ON 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 CONS77?UC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL
N077FY THE ENGINEER ONE WEEK PRIOR TO CONS7RUCTION SO THAT 77ES TO MONUMENTS
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES
AT ALL 77MES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN THE
CONSTRUC77ON AREA FOR RESIDENTS AND EMERGENCY VEHICLES
19. THE CONTRACTOR SHALL PROVIDE_ AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUAIF WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCON77NUED WHEN SUSTAINED {MND VELOC177ES
EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA7FD MATERIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF -WAY DURING
CONSTRUCTION WITHOUT PRIOR WRIT7FN APPROVAL,
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR,
2J. A GEOTECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION. FAILURE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE
WORK UN77L 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 Cl TY ENGINEER MA Y REQUIRE
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE
77ME 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
LOCA77ON OF THE SEWER LATERAL,
28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL_ HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29, ALL UNDERGROUND UTIL177ES SHALL BE INSTALLED TES7ED AND APPROVED PRIOR TO
PAVING OF STREETS
J0. APPROVED SOIL S7ERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
J1, PAVEMENT S7RUC77JRAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AF7ER
COMPLETION OF ROUGH GRADING.
J2. ACTUAL 7HICKNESS OF A. C. PAVEMENT ANDIOR BASE COURSE MATERIAL FOR STRUCTURAL
STREET SEC77ONS SHALL BE RECOMMENDED BY A GE07ECHNICAL REPORT AND SUBMITTED TO
CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON OF ROUGH GRADING
J3: ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVINGG,
34. UPON COMPLETION OF CONS7RUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND 07HER TRAFFIC CON7ROL DEVICES TO THE SA77SFAC77ON OF
THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONS7RUC770N TO THE SATISFACTION OF THE CITY ENGINEER.
J6. AS --BUILT DRAWINGS SHALL BE PRO WDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
i
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A VENUE INDEX MAP
SCALE; 1"=100"
t t ♦ r � , r �► �►
♦ t
THE CON7RACTOR AGREES THAT HE SHALL ASSUME tLE AND COMPLETE RESPONSI-
BIL17-Yt rr SITE CONDITIONSDURING THE COURSEOF t r t
OF tIECT INCLUDING SAFETY OF t AND PROPERTY;
THIS SHA L L A PPL Y CON TINUOUSL Y A NO NO T BE L IMI TED TO NORMA L WORKING HOURS;
AND THAT THE CON7RACTOR SHALL DEFEND, INOEMIVIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROMAND ALL LIABILITY,OR ALLEGED,
IN CONNECTION W7H THE PERFORMANCE OF WORK ON THIS PROdECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR -IFY ALL CONDITIONS ANt DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
CITY OF FONTANA
PACIFIC BELL CO.
ATTIC• CARLOS NAVARRO
AT77V.• NORMA GUILLOT
8J5J SIERRA AVENUE
1265 N. VAN BUREN STREET, SUITE 180
FONTANA, GA 92JJ5
ANAHEIM, CA 92807
(909) J50-66,32
(714) 666-5401
SO, CALIFORNIA GAS COMPANY
COMCAST (CABLE TV)
A TTN: GREG GASPAR
A TTN JACK HA YES
16231 VALLEY BLVD.
1205 DUPONT AVENUE
FONTANA, CA, 92JJ5
ONTARIO, CA. 91761
41(800)
(909) 390-47,38
EMERGENCIES427'2200
FLOW LINE
F. S.
VERIZON
SO. CALIFORNIA EDISON COMPANY
A TTN: STEVE HOCK
7951 REDWOOD AVE:
1400 E. PHILLIPS BLVD.
FONTANA, CA, 92JJ5
POMONA, CA. 91766
(909) 820-'5598 -- UNDERGROUND
(800) 469--6J27
(909) 875-5100 - TRANSMISSIONS
(21J) 6J7-12JJ - PIPELINES
FONTANA WATER COMPANY
(909) J57-6233 -- DISTRIBU77ON
ATTN. MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA, CA 92JJ5
CRAWFORD CANYON MUTUAL WATER CO.
(909) 822-2201
AT7N: BASIL J. FABRIZIO
FAX: (909) 82J-5046
(909) 463-9580
WEST .SAN BERNARDINO WATER CO.
UNDERGROUND SERVICE ALERT
LON TaAI
(800) 422--4133'855
855 W BASELINE ROAD
RIALTO, CA 92J77
}1 - CONSTRUCT 6 1%2" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MA 7ERIAL (SEE GENERAL NOTES JI & J2).
@ CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 100J.
SAWCUT AND REMOVE 1' WIDE PAVEMENT MAKE SMOOTH JOIN TO EXIST PVMN'T
4 --- CONSTRUCT RAMPED CURB PER CITY STD. PLAN NO. 1006.
i�-
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 .
�6 ADJUST MANHOLE TO FINISH GRADE PER CITY STD, NOS 109.
i - INSTALL STREET NAME SIGN PER CITY STD. NO. 139
`.`.m' INSTALL S7REET LIGHT 22,000 LUMEN. PER CITY STD. PLAN NO. 1016 (SCEj7)
&REMOVE EXIS77NG BARRICADE
10 ADJUST GATE VALVE BOX TO GRADE FINISH PER
CITY STT?. NOS 130.
11 RELOCATE EXIST. FENCE POLES
Q2 -REMOVE EXIST. POWERS & UNDERGROUND EXISTING LINE BY OTHERS
A. C.
ASPHAL TIC CONCRETE
B. C.
BEGIN CURVE
B. V C.
BEG. VERTICAL CURVE
B. W
BACK SIDEWALK
C. B.
CATCH BASIN
C. L.
CENTERLINE
E. C.
END CURVE
E.P.
EDGE PA VEMENT
E. G.
EDGE GUTTER
E. V C.
END VERTICAL CURVE
FL.
FLOW LINE
F. S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV
INVERT
0, C.
ON CENTER
EARTHWORK
RAW CUT 2, 300 C. Y:
RAW FILL 220 C. Y
P.C.C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R/W
RIGHT OF WAY
TAN.
TANGENT
T C.
TOP OF CURB
W
WID TH
V
VERTICAL DEPTH
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
INDICATES" SLOPE 2:1 (MAX)
.,�
AC PAVEMENT
REMOVAL
h
GRIND
EDGE OF PAVEMENT
1, 950 LF
620 LF
2 EA.
J, 7JO SF
J EA
2 EA.
7 EA.
1 EA.
2 EA.
1 L. S
1 L. S
v
VICINITY MAP
NOT TO SCALE
N' LY S' LY
R/ R/W
J4' 1 36'
12' 22' 22' 14'
EXIST. R 5' 9'
GROUNDV) 5D
-,� $-.�) ..�-1 0.12' � 5
2 LEVEL L.IN i L -4
n at°
EXIST.
GR0l1ND�
EXIST.
C&G
20' 50' EXIST. IMPROV.
21' PROP.
IMPRO V.
CURTIS AVENUE
(STA.8+58.29 TO CITRUS AVE.)
fi
El
7'
J4'
J6'
12' 22'
22' 14'
0.12' S' 4,
/-LEVEL LINE _ 2%
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MAX.
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5
2
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