HomeMy WebLinkAbout4323-11 ALL WORK S�IALL. BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND TRACT 1 8260
THE STANDARD SPECIFICAflONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS. AN0 STANDARDS
SHALL.. BE THE LATEST EDITION UNLESS OTH'ERWISE NOTED,
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2. WHEN A TECHN11CAL CONFLICT 6 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 ENGINEER WER IM P'' OV M N PLANS
FOR RESOLUTION,
3 ALL MATERIIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER,
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4. CONSTRUCTION PERMITS Silkl. BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION T 61,
PRIOR TO THE START OF' ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED ff LEAST TWO WORKING DAYS PRIOR TO THE 'q
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START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.CALI- (909) 3507610� .......
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5� THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF _5 4
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12 11 10 9
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -ME -TRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINE'ER, 13
6� IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL. DEVICES Kr
ALL TIMES.
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7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXGAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH
FROM 'THE CALIFORNIA STATE DIVISION OF IN,,DUSTRf,,AL SArEly�
8, THE WALLS AND FACES OF' ALL EXCAVAT08 VrATCR, THAN F�Vr (5) PEET IN DEPTH SHALL. 8r. OIJARI)W 8Y SHORM, S'LONN"O Or
THE GROUND OR OTHER APPROVED MEANS PURSUANT' TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE
&A,,. P.
OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET' SHALL ALSO BE GUARDED WHEN THE POTENTIAL. EXISTS FOR GROUND MOVEMENT, colt
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9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT 0E ---WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE,
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10� THE LOCKFIONS OF UTILITIES SHOWN HAVE BEEN DETERM�NED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE REVONS811- 22
ITY 117 it 19 20
ERT A
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEV.KFION OF ANY EXISTING UTifflES, AND T EXERC E
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'CE AL 'T
PROPER PRECAUTION TO AVOID DAMAGE THERETO� TIlE CONTRACTOR SHALL CONTACT UNDERGROUND SERVI
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
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11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL LITILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE
ELECTR�C, CABLE TELEV10N, 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 REQUIREMEN",rs,
99 1009
13, ST00NING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED,
14, ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLETHE CONTRACTOR TO CONSTRUCT THE WORK TO
DIE PIAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL
STAKING DURING CONSTRUCTION,
15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION
TO THE CITY ENGINEER.
16� 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 BEDESTROYED AS A,
RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT "rIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17, THE CONTRACTOR SHALL M0TAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL
BE MAINTAINED XF ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES,
1 & THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTiVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL
TIMES.
19, THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, S�LT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE
PROPERTY ADJACENT 'TO THE RIGHT 01F -WAY DLJR�NG CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20� NO TRENCH BACKFILL SHALL. TAKE PLACE WITHOUT' PRIOR APPROVAL OF THE CITY INSPECTOR,
21, 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.
22� CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMIN�NG STREET IMPROVEMENTS, UPON INSPECTION
OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23. ALL EXPOSED CONCREI'E SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRE-FE,
24, IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE
BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL
CLEANOUT,
25. SANITARY SEWER LINES SHALL. BE CONSTRUCTED OF BELL. AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V,C,P.) Ex-rRA,
STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P.
26� NO OPEN 'TRENCH SHALL BE ALLOWED XF THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
27,, SI-JORT V,C,P, STUBS WITH FLEXIBLE ("10IMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTLONS �N UTILXTY NUMBERS
ALIGNMENT,
ENGIALER'S NEMCE ONTRA01OR SANITARY SEWER AND CITY OF FONTANA
..,—A IQLME A STORM DRAT"NS 8353 SIERRA AVENUE 909�350�6632
28. PRI0FR TO CONSTRuc-nON, THE CONTRACTOR SFALL EXPOSE EXISTING FACIL]TIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. FONTANA, CA 92335
CITY APPROVAL. OF CONNECTIONS TO EXISTING F01LrnES DOES NOT IMPLY CORRECTNESS OF ELEV00NS OR LOCATIONS SHOWN ON THE THE EXISTENCE AND LOCATIGN, OF ANY UNDERGIR01IND UTILITIES OR STRUCTURES SHOWN ON THESE PLAN'S
PLANS. ARE' OBTAINED BY A SEARCH 0: AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO WATER FONTANA WATER COMPANY MICHAEL MCGRAW
EXISTING UTILITIES EXCEPT THGSE SHDWN ON TH'ESE PLANS. 'THE CONTRACTOR IS REQUIRED TO TAKE DUE 8440 NUEVO AVENUE 909�822,2201
29� ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, PRECAUTIONARY MEASURES TO RROTECT THE UTILITY L11NES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FONTANA, CA 9,2335
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITs OR STRUCTURES
30, TERM%kTE ALL 4" HOUSE SEWER LATERALS 3 FEET INS11DE THE LOT WITH A PILLIG 12" BELOW THE GROUND SURFACE, WHEN PUBLIC SHOWN OR NOT SHOWN ON THESE DRAWINGS, ELECTRIC SDUTHERN CALIFORNRA EDISON 909,820,5598 UNDERGROUND
7951 REDWOOD AVCNUE 9,09,875.5100 TRANSMISSION
UTIL11"FY FASEMENTS EXIST NEXT TO THE STREE7 RIGHT--OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FONTANA, CA 92335 213,637,1233 PIPELINES
FROM THE U'flLI'lY EASEMENT, �2TMcE_j_0CQN__TRA6Q.T0R 90U57.6233 MTRIBUTION
,31 � THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCAT01N OF THE SEWER LATERAL, NAT'URAL GAS SOUTHERN CALIFORNIA GAS CO RICKEY REYES
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILFTY FOR THE JOB SITE 16231 VALLEY BOULEVARD 909.335,750,8
32. IF EXISTING UTIL]TIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE CONDITIONS DURING THE COURSE OR CDNSTRUCTIDN OF THIS PROJECT, INCLUDING SAFFEFY OF ALL PrRSONS FONTANA, CA 92335
ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. AND PROPERTY, THAT THlS 54ALL APPLY CONTINUO'LSLY AND NOT BE IJMITED TO NORMAL WORKING H'MRS,
AND THAT THE CONTRACTOR SMALL DUND, INDENNdr-Y, AND HOLD T14E OWNEN AND T M, OfN E.� It R Tr. 9EVE HOCK
31 NO CONCRETE SHAL.L BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED, HAR-MALESS FROM ANY A",,RD Al L Ll, ILIfTY REAL OR ALLEGED, IN Cl;0'N`NtEG`TI,'0N MTH TH"E, 0P 1400', E PH,&L[PS BLVD 909,469.6327
WORK ON THS PROJ't-V, 'ExcP"nN-o �6� Ll TY ARISNO MOM THt SOLE X 'N`C� o"r-' THE: OW 'S d"q M"M � CA, 91 It& W0,483.50M
,34� ALL UNDERGROUND UT11LITIES SHAL.L. BE �NSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. THE ENGINEER. CABLE TELEVISION COMCAST JACK HAYES
CONTRACTOR SHALL VERIFY ALL coNmal'ONS AND DIMENStONS AND SHALL REPORT All DISCREPANCICS TO 1205 DUPONT AVENUE 909.390.47.3,8 Xl 205
35, APPROVED SOIL STERILANT IS REQUIiRED UNDER ALL NEW ASPHALT PAVEMENT, THE ENGINEER PRIOR TO THE CD�WWENC N ENT' OP WORK. CYNTAft, CA 91761
36, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING,
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37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL. SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL C(
DEVICES TO THE SATiSFACTiON OF THE CITY TRAFFIC ENGINEER. "7
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3& AS-,-BLJIIJ' DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, E
TO THE CI*TY ENGINEER,
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VICIMTY MAP
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OWNER/DEVELOPER: CRESTWOOD CORPORATION
510 WEST' CffRUS EDGE STREET
GLENDORA, CA 91740
KEVIN KENT
626.914,1943
CIVIL ENGINEER: ENCOMPASS' ASSOCIATES, INC,
5699 COUSINS PLACE
RANCHO CUCAMONGA, CA 91737
AARON SKEERS
90M84�0093
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—BOTTOM OF STRUCTURAL
PAVEMENT SUBGRADE
3" MAX. SIZE NATIVE SOIL
COMPACTED 95%
MIN" 6 so MIN,.
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1: 1 SLOPE OR FILKIFTER OR
ADEQUATE SHORING
6" MAX. SIZE
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CONSTRUCTION NOTES
QTY
MAX, SIZE SELECTED
INSTALL 8"
EXTRA STRENGTH VCP SEWER PIPE
1035 LF
FINISH FLOOR
CONSTRUCT
48`1 DA. PRECAST" SEWER MANHOLE PER CITY STD, 2000 AND 2003
4 EA
03
INSTALL 4"
VCP SEWER LATERAL PIPE PER CITY STD. 2005
2 7 EA
C4)
INSTALL 8"
DJ.P. SEWER PIPE
166 LF
TOP 017CURB
CONSTRUCT
CONCRETE PIPE PROTECTION PER Si STD, 225-1
3 EA
C6
INSTALL 8"
TERMINAL CLEANOUT PER CITY STD, 2004
1 EA
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—BOTTOM OF STRUCTURAL
PAVEMENT SUBGRADE
3" MAX. SIZE NATIVE SOIL
COMPACTED 95%
MIN" 6 so MIN,.
clq
1: 1 SLOPE OR FILKIFTER OR
ADEQUATE SHORING
6" MAX. SIZE
(PAD=)
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1
MAX, SIZE SELECTED
NATIVE SOIL
FLOW Ll N E
F. F.
FINISH FLOOR
NATIVE BEDDING
COMPACTED 901%0
FL/HP
FLOW LINE HIGH POINT
F.&
COMPACTED TO 90%
G.B�
GRADE BREAK
I NV�
INVERT
T.C.
TOP 017CURB
TRW
TOP OF RF-VAINING WALL,
TF
TOP OF FOOTING
10' OR DEEPER USE 1/2" CRUSHED
97.61
INDICATES PROPOSED EI-EVNTION
(97.61)
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STONE BEDDING PER STD. SPECS
SLOPE
[E.T-F
[INDICATES EXTRA DEPTH FOOTING
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FOR PURM WORKS CONSTRUCTfON
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GARDEN WALL
TABLE 200 11 [A] SHOWN
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-LEGEND
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INDICATES EXISTING ROUGH GRADE PAD ELEVATION
G�F,
GARAGE FLOOR ELEVATION @ DRIVIEWNY
FL�
FLOW Ll N E
F. F.
FINISH FLOOR
F.G�
FlNiSH GRADE
FL/HP
FLOW LINE HIGH POINT
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FINISH SURFACE
G.B�
GRADE BREAK
I NV�
INVERT
T.C.
TOP 017CURB
TRW
TOP OF RF-VAINING WALL,
TF
TOP OF FOOTING
�-,,1249 �o�-",EXISTING CONTOUR
97.61
INDICATES PROPOSED EI-EVNTION
(97.61)
INDICATES EXISTING ELEVATION
=
SLOPE
[E.T-F
[INDICATES EXTRA DEPTH FOOTING
RETAINING WALL
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GARDEN WALL
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