HomeMy WebLinkAbout4325-1I - ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, TIdE CONTRACT PROVISIONS AND
THE STANDARD SPECflCATiONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS
SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2� WHEN A TECHNICAL (,�ONFLICT 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,
1 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 I -EAST TWO WORKING DAYS PRIOR TO THE
START OF ANY WORK IN PUBLIC RIGHTOF—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 CFFY TRAFFIC ENGINEER.
6� IT SHALL. BE THE RESPONSIBILITY OF' THE CONTRACTOR TO M0TAIN 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 INDUS"FRIAL 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' INDUSTftL 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 THXT
PURPOSE,
10� TFiE LOCKI-IONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE iNFORMATION, HOWEVER, IT SHALL BE T�IE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEV,00N 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 Wffld 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 WffH THE APPROPRlikTE WKFER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
11 CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED,
15. ADEQUATE CONSTRUCT0N 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 CIVR_ 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,
1& THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE
MAINTAINED AT ALI., '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 1-0 BE DEPOSITED ONTO PUBLIC OR PRIVATE
PROPERTY ADJACENT TO THE R�GHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRIT -FEN 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 PRE -ENT 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 W0TH OF DRIVEWAY APPROACH APRONS SHALL 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 CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION 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 UTiLR"IES 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 GEO"FECHNiCAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING,
33, ALL MANHOLFS, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAViNG CONTRACTOR
UPON COMPLETION OF PAVING,
34. UPON COMPLEflON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL.
DEV�CES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION To THE
SAI]SIFACTION OF TIdE CITY ENGINEER,
36. AS---BL,Il[.,T DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WI -10 SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
18261
EMENT PLANS
R/W
2' R/W (E)
PROPOSED IMPROVEMENTS
10,
LETTERED LOT
ENGINEER'S NOME TO CONTRACTOR
INDEX MAP
1 99-1009
in
14'
FUTURE IMPROVEMENT'S
BY OTHERS
I
&Alf
271,
0LLE&�jQ.ER.,_AV_'�NUf. - MOM ED R,
N,T,S�
Ti=6.5
- ------------- ---- - -- -_- -- --- ------ - --- -------
R/W 64'
0.5, 65 20' C/L
WZ
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 IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILffY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES
SHOWN OR NOT SHOWN ON THESE DRAWINGS,
AUCE TO, CONTRA.CIOR,
THE CONTRACTOR AGREES THAT FIE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIL17Y FOR THE JOB SITE
CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL. PERSONS
AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
AND THAT THE CONTRACTOR SHALL DEFEND, INDEM, NiFY, AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LiABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF' THE OWNER OR
THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIM[ENSiONS AND SHALL REPORT ALL DISCREPANCIES TO
THE ENGINEER PRIOR TO THE COWMENCEMENT OF WORK.
.5 -- TYPL�AL &4!
RLIL
..-PIUM ST.
m
a
IN
CRIND 0.10 FT MIN. EXISTING
PAVEMENT AND BLEND
OVERLAY/AC PAVEMENT
LIMIT OF AC PAVEMENT PER PLAN
NEW PAVEMENT
(REMOVE ALL EMSTING
PAVEMENT)
EXIS'TING PAVEMENT—�
SAWCUT AND PAVEMENT JOIN DETAIL
�Ar
VICINITY MAE
1 "_2000'
OWNER/DEVELOPER: CRESTWOOD CORPORATION
510 WEST CITRUS EDGE STREE-7
GLENDORA, CA 91740
KEVIN KENT
626.914.1943
CIVIL ENGINEER�. ENCOMPASS ASSOCIATES, INC.
5699 COUSINS PLACE
RANCHO CUCAMONGA, CA 91737
AARON SKEERS
909MU093
UTILITY CONTAC'T NUMBERS
QTY
G�F,
SANITARY SEWER AND
CITY OF FONTANA
LF
F. F.
STORM DRAINS
8353 SIERRA AVENUE
909�350�6632
FL./HP
AND 32)
FONTANA, CA 92335
FINISH SURFACE
G3�
WATER
FONTANA WATER COMPANY
MICHAEL MCGRAW
T�C�
8440 NUEVO AVENUE
909.822,2201
SF
TF
FONTANA, CA 92335
PCC
PORTLAND CEMENT CONCRETE
ELECTRIC
SOUTHERN CALIFORNIA EDISON
909.820�5598
UNDERGROUND
7951 REDWOOD AVENUE
909,875�51 00
TRANSMISSION
11-0
FONTANA, CA 92335
213.637,1233
PIPELINES
REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER
909357�6233
DISTRIBUTION
NATURAL GAS
SOUTIIERN CALIFORNIA GAS CO
RICKEY REYES
SF
16231 VALLEY BOULEVARD
909�335,7508
FONTANA, CA 92335
�Ar
VICINITY MAE
1 "_2000'
OWNER/DEVELOPER: CRESTWOOD CORPORATION
510 WEST CITRUS EDGE STREE-7
GLENDORA, CA 91740
KEVIN KENT
626.914.1943
CIVIL ENGINEER�. ENCOMPASS ASSOCIATES, INC.
5699 COUSINS PLACE
RANCHO CUCAMONGA, CA 91737
AARON SKEERS
909MU093
LEGEND
CONSTRUCTION NOTES
QTY
G�F,
PCC CURB AND GUTTER PER CITY STD 1000
2473
LF
F. F.
CONSTRUCT 4" MIN. AC PAVEMENT OVER 12 $� Mk 95% COMPACTED NATIVE MATERIAL PER SOILS REPORT (SEE GENERAt- NOTE 31
48,9 4 6
S F
FL./HP
AND 32)
F.S.
FINISH SURFACE
G3�
CONSTRUCT PCC CURB RE -TURN ACCESS RAMP PER CITY STD. 1003
6
EA
T�C�
CONSTRUCT PCC CROSS GUTTER PER CITY STD. 403 (W=8')
2891
SF
TF
[NOT USED]
PCC
PORTLAND CEMENT CONCRETE
06
[NOT USED]
INDICATES PROPOSED ELEVATION
ONTARIO, CA 91761
CONSTRUCT' DRIVEWAY APPROACH PER CITY STD 1002 (WIDTH PER PLAN)
2688
SF
11-0
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD 1006 (WIDTH PER PLAN)
12,301
SF
REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER
110
LF
SAWCUT AND REMOVE EXISTING AC PAVEMENT
250
SF
[NOT USED]
---
[NOT USED]
Cl
INSTALL STREET NAME SIGN PER CffY STD 4003
8
EA
t4)
INSTALL "Rl " STOP SIGN W/ LIMIT LINE AND STOP LEGEND
3
EA
@�
INSTALL 9500 LUMEN HPS STREEF L�GHT PER CITY STD 404. (SCE #10)
1
EA
(E6)
INSTALL 5800 LUMEN HPSV STREET LIGHT PER CITY STD 404 (SCE #7)
6
EA
LEGEND
(PAD=)
INDICATES EXISTING ROUGH GRADE PAD ELEVATION
G�F,
GARAGE FLOOR ELEVATION @ DRIVEWAY
FL�
FLOW LINE
F. F.
FINISH FLOOR
F� G.
FINISH GRADE
FL./HP
FLOW LINE HIGH POINT
F.S.
FINISH SURFACE
G3�
GRADE BREAK
I NV.
INVERT
T�C�
TOP OF CURB
TRW
TOP OF RF7AINING WALL
TF
TOP OF FOOTING
PCC
PORTLAND CEMENT CONCRETE
,---,,,1249 "-�EXISTiNG CONTOUR
97�61
INDICATES PROPOSED ELEVATION
(97.61)
INDICATES EX�STING ELEVATION
cn
z
TELEPHONE VERIZON
1400 E PHILLIPS BLVD
STEVE HOCK
909469,6327
SLOPE
5
POMONA, CA 91766
800.483,5000
INDICATES EXTRA DEPTH FOOTING
CL
CABLE TELEVISIGN COMCAST
JACK HAYES
RETAINING WALL.
z
1205 DUPONT AVENUE
909Z90.4738 X1205
GARDEN WALL
w
:2
ONTARIO, CA 91761
11-0