HomeMy WebLinkAbout3704-1GENERAL NOTES
1. ALL WOW SMALL BE IN ACCORMNCE WITH THESE PLANS, THE CITY OF FONTANA STANLAARD PLANS, THE CONTR4CT
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC "KS CONSTRLVION ("GREEN BOOK'. ALL REFERENCE
SPECIFICATIONS AND STANAAROS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2 WHEN A 7ECHMCk CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY
REFERENCE TO PRECEDaEEWE PROVISIONS IN THE 'GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID
CONFLICT TO THE C17Y ENIGNEER FOR RESOLUTION.
J. ALL AN7E'R14LS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGWER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONVTAA64 CO+IMtUIWTY DEVELOPMENT DEPARTMENT,
ENGINEERING DMSION PRIOR TO THE START OF ANY WORK INSPECTION COORDIAIA70V SHALL BE REQUESTED AT LEAST TWD?
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WrrT #N THE CITY LIMITS CALL (909)
350-7610.
5. THE CONTRACTOR SHALL CONFORM 70 ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCAYBED 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 U41NTAIN 84RRK,ADES, DELINEATORS OR OTHER TRAFFIC CONTROL
DEVICES AT ALL TIMES.
Z THE CONTRACTOR SHALL 087AIN A PERMIT TO PERFORM EXCAVATION OR TRENCH *VRK FOR TRENCHES 5 FEET OR GREATER
IN DEPTH FROM THE CALIFORNIA STATE DMSION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVA77DNS GREATER ThAN RVE (5) FEET IN DEPTH SHALL BE GLARDED BY SHORING,
SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DMSION OF INDUSTRIAL
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS T MN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07EN714L
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.
f0. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, R SHALL BE THE
RESPONSILMIUTY OAF THE CONTR4CTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVA77ON OF ANY EXIS77NG
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID LaAAUGE 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 U77LITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMES77C WATER, RECLAIMED WATER,
SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS
N077CE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER ANN VALVES WITHOUT APPROPRIATE AGENCY
AUTHORIZATION. CONTRACTOR SHALL COORDINATE W17H 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 CONS7RUCIOV CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT
THE WORK TO THE PUN 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
N07VIC470V TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH
MARKS, SHALL BE DONE BY A REGISTERED CML 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 77MES 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 DISCON77NUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED bATERIAL, MUD, SILT' OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
PRIVATE PROPERTY AD�AACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH 8 4CKFILL 91ALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CER77FY ALL 84CKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE RE-PORK/NG OF TMT POR77ON 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 ANY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LLA WNG
IMPROVEMENTS
25. THE REAL LOC47701V AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 77ME OF CONSTRUCTION
AND SHALL CONFORM TO THE CITY OF FONTAM STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO AUTCH EXISTING CONCRETE:
27. THE SEWER CON7AACTOR SHALL STAMP AN IS" IN THE FACE OF THE CURB AT THE LOC47ION 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 U77LMES 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 SEC77ONS 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 MASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL. BE
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTAM 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, 57RIPIK BARRICADES, AND OTHER
TRAFFIC CONTROL DEVICES TO THE S47ISFAC77ON OF THE CITY TRAFFIC ENGINEER.
35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS TO THE CITY ENGINEER.
C1 T Y OF FOAI TA AIA
STREET IMPROVEIWEAIT
KNOXi VENUE
L AMS
FROW SUMMIT A VENUE TO CITRUS A VENUE
A W. D, CONSTRUCTION NOTES:
1. NOTIFY MR JOE MMONE OF M.W.D.'S WATER SYSTEM OPER477ONS
GROUP, TELEPHO C (909)776-2664, AT LEAST TWO (2) WORKWG
L14YS (A"404Y THROUGH THURSDAY) PRIOR TO ANY WORK IN THE
V1CCNWTY OF MWOD'S FACILITIES AND RIGHT-OF-WAY.
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING,
WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION,
WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS
NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR
657E OR A 6668 SCR4PER MAY OPERATE" OVER THE PIPELINE,
PROVIDED THE GROUND IS UVNTAINED IN A SMOOTH CONDITION
ON BOTH SIDES OF THE PIPELINE.
3. A LIST AND SPECIRCA77ONS OF ALL CONSTRUCTION EQUIPMENT
PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED
FOR M.W.D.'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR
TO CONSTRUCTION.
4. ALL M.W.D. 'S STRUCTURES SHALL BE N07ED AND LOCATED PRIOR
TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D.
FACILITY MUST BE MODIFIED TO ACCOMMOL 147E THE CONSTRUCTION,
THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO
AT7M- ANTHONY SALAM ATTIC• NORMA GUILLOT'
8353 SIERRA AVENUE 1265 N. VAN BUREN STREET
FONTAA, CA 92335 SUITE 180
(909) 350-6632 ANAHEIM, CA 92807
SO. CALIFORNIA GAS COMPANY (714) 666-5401
ATTN. GREG GASPAR COMCAST (CABLE TV)
16231 VALLEY BLVD ATTN: JACK HAYES 1205
FONTAAK CA. 92335 DUPONT AVENUE ONTARIO, CA. 91761
EMERGENCIES (800) 427-2200 11 (909) 390-4738
VERIZON
SO. CALIFORNIA EDISON COMPANY ATTN.• STEVE HOCK
7951 REDWOOD AVE 1400 E. PHILLIPS BLVD.
FONTANA, C4. 92335 POMONA, CA. 91766
(909 820-5598 - UNDERGROUND (909) 469-6327
( 875-5100 - TRANSMISSIONS FONTANA WATER COMPANY
(21) 357-62 3 - PISPIPELINES ATTN.• MICHAEL J McGRAW
8440 NUEVO AVENUE
CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA 92335 (909)
ATTN BASIL J. FABRIZIO 822-2201 FAX. (909)
(909) 463-9580 823-5046
UNDERGROUND SERVICE ALERT NEST VALLEY WATER DISTRICT
(800) 422-4133 ATTN.• LAN TSAI
855 W. BASEUNE ROAD
METROPOLITAN WATER DISTRICT RIALTO, CA 92377
WATER SYS7FM APERA77ON GROUP SAN GABR/EL VALLEY
ATOJOE ANRLti11E MUNICIPAL WATER DISTRICT
(909)) 778-2664 AT7N• DAVE JOHNSON
549 EAST SIERRA MADRE AVENUE
P.O. BOX 1299
AZUSA, CA. 91702-1299
(909) 969-7911
PRIVATE ENGINEER'S 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 lS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PR07ECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOr
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES 771AT 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 CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND TYAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNEC77ON WITH 171E PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LABILITY 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
DISCREPANCIES BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S REQUIREMENTS
CONTRACTOR SHALL ADVUST TO FINISH GRADE ALL MANHOLE RIMS, WATER BOXES,
UTILITY BOXES AND UDS, ETC. n, "ttln..
A PU9UC SMWM BY
ADDED COMM. DRWY.
!r
DATE I DVW.I CITY I DATE
N& low
INDEX
♦r
NOTE:
LOCATIONS OF LINES AND LATERALS AND STREET CONNEC77ONS
HAVE pQT BEEN APPROVED. LOCAL STORM DRAIN LINE AND
LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW
OF 7ENTATVES ONCE THEY ARE FORMALLY SUBMITTED FOR
CITY REVIEW.
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 PAVEMENT
E. G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F.L.
FLOW LINE
F.S
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV
INVERT
0. C.
ON CURVE
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE UNE
R/W
RIGHT OF WAY
TAN.
TANGENT
T. C.
TOP OF CURB
W
WIDTH
V
VERTICAL DEPTH
(590.77)
INDICATES EXIS17NG ELEVATION
590.77
INDICATES PROPOSED ELEVA 770M
0 SOUTHERN CALIFORNIA EDISON EASEMENTS
INDICATES SLOPE 2.1
O7 -ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN N0. 109.
AC PAVEMMENT
®
RE:M0VAL
®
GRIND
EDGE OF PAVEMENT
8#10" COW T)W TION OF TP E REO(SWO A'MPRO MBWAFTS
NOT COWWAFCE WTIM TMb !'EARS OF 77M DATE OF
APPROVAL SROMM HEREON AAV CARRED FORTH N A
D JdLW A/AIW J% TIE CITY AWA Y RE00fif
fiFMWW TO TIC PLAINS TO SRM TMW NTO
WORM"" WTH Cl71AWTXlM ANTI STAMARSS wN EFMCT.
VIcu)y
NOT TO SCALE
m
CONSTRUCTION NOTES.
QUANTITIES
(D -CONSTRUCT 4 1/2" AC ON 12" COMPACTED N477VE SOIL (95X COMPACTION) PER
185,800 SF
SOILS REPORT RECOMMENDATION.
BASIS OF
(2 --CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1003.
8,030 LF
(3) -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015.
36,980 SF
1�5 -CONSTRUCT LOCAL DEPRESSION PER APWA STD 313-1, CASE *E'v
13 EA
a6 --INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE" /10).
19 EA
Q-- INSTALL KING K199E CALIFORNIA LUMINAIRE TYPE K199-EAR-11-150-HPS-120-K16-PBC (H=14.5)
5 EA
0 SOUTHERN CALIFORNIA EDISON EASEMENTS
O7 -ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN N0. 109.
18 EA
B) --ADJUST WATER VALVE COVER TO GRADE PER CITY OF FONTANA STD. PLAN NO. 130.
9 EA
(2 --CONSTRUCT P.C.C. DRIVE APPROACH PER C11Y OF FONTANA STD. PLAN NO. 1005
900 SF
�C
@h -CONSTRUCT 8" AC DIKE PER DETAIL ON SHT. NO. 2.
07 IF
1 r CONSTRUCT BARRICADE PER CITY STD PLAN NO. 118.
41 LF
,1 �CONSTRUCT CHAIN LINK FENCE, GATE PER MWD FlG. 5 (GATE OPENING = 20}
80 LF,
J3 C0NSTR4ICT /NOGVF/E'D(W-=10),X - GUTTEh' PER. -CITY STD.. /04
/082 5F
14 C4N$TRUC7-.4CCG`5S RAAfo=(35'h'AD1 8 "G.A-J PEiQ CITY STP, /OOIo
2 FA
15 COwS•TRvcT ( 25'.2.40) CONN. DA?W> OE/2 CITY STp /4:105A
900 8F
_eX./5T, C € G .4.N0 S/W..
�f32 LF'
WILY/N'LY E'LY/S'LY
R RA
LANDSGAPi
--- LANDSCAPE
LETTERED LOT I
LETTERED LOT
7
W.
1 CL I
,
f0' 12' 22
22' s 12'
10'
.5' 5' 6.5' 5'
�•
• I 1 2:1 # *# 2:1 1
.,. ..,• MAX.
EXIST. --
GROUND q
CONC,
I SIDEWALK PROP. CONC. PROP. CONC. `
MEDT EXIST. CURB 8• GUTTERCURB do GUTTER
GROUND CONC MEANDERING
KNOX A VENUE sroEWALK MEET Ex�sr. +
* FROM STA. 62+93.70 TO 84+00 GROUND
TYPICAL SECTION
# VARIES FROM STA. 84+00 TO 98+84.86 T. 1. = 6.5
STA. ; 3+53.3.3 TO 98+84.86 7V SC4ff
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NOTE:• CONCRETE AIE4NDERtNG SIDEWALK �
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