HomeMy WebLinkAbout5031-1STREET IMPROVEMENT GENERAL NOTES
1
1.: ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS THE CITY OF FONTANA CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
STREET IMPROVEMENT PLANS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.. .
2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS
1717409,441,
THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE
17455 & 17479 VALLEY BLVD
" "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT-
FONTANA, CA 92316 PH(909)877 4100
TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY LEGEND:
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO START OF ANY WORK,
` INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR Q: CENTER UNE LA : LANDSCAPING AREA FS: FINISHED SURFACE
TO THE START OF ANY WORK IN PUBLIC RIGHT OF WAY WITHIN THE CITY LIMITS. CO: CLEAN OUT LP: LIGHT POLE OR LOW POINT G.B.: GRADE BREAK
CALL(909)350-7610
E : EXIST GP: GUY POLE
O R: PROPERTY UNE
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND ESMNT: EASEMENTpp: POWER POLE GW: GUY WIRES
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
FR FINISHED FLOORRCB: REINFORCED CONCRETE BOX HP: HIGH POINT
.LATEST NON -METRIC EDITION. UNLESS OTHERWISE IR
H E D ECTED BY THE CITY TRAFFIC ENGINEER.
FG: FINISH GROUND RCP: REINFORCED CONCRETE PIPE INV: INVERT ELEVATION
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES
FH: FIRE HYDRANT RL: RIDGE UNE o :INDICATE 22000 LUMEN HPSV STREET LIGHT
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. (200 WATT;#20) 3OFT, LUMINAIRE HEIGHT
FL:
7.FLOWLINE TC : TOP OF CURB INDICATE FUTURE STREET LIGHT LOCATION
. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK TG :TOP OF GRATE
C� IN
:PEDESTRIAN ROAD @ (DICAT LUMEN HPSV; 200 WATT;#20)
FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF IYM: WATER METER
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 MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT o + -
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. -it
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 p, 14"w 141w 14"W =a 14 w 14"w�
FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE _ VALLEY BLVD.
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT
2639.
UNDERGROUND SERVICE ALERT AT 1-800-2600 TWO WORKING DAYS BEFORE EXCAVATION. _ - - ' ' - CUNE OF IMP. VALLEY BLVD. - es
ENT--
. 1•E
11. THE CONTRACTOTR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING - - CENrVWUF QMCINX VAuMY Blw._
BUT NOT LIMITED TO, GAS TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE I
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND 14.w 14,w 91
- n 14"W 4"W -- t--- -
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO -
WORK AROUND THEIR FACILITIES.
+� -•• , _ LEbFb) ! O'tC} 3.t0,9ifiv!
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT N I '
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE
APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND rWATER REQUIREMENTS. !! '
13. CURVE DATA REFERS TO THE FACE OF CURB. ,� f
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. x
15. ADEQUATE CONSTRUCTION :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 BENCH MARKS AND CONSTRUCTION
CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES n T T �X ��
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. INDEX
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY SCALE: 1" = 60'
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 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF MONUMENT. BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC UN D E R GR O UD UTILITY NOTES
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS ENGINEER.
AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS AND VERIFY
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. THE MATERIAL, SIZE, LOCATION AND ELEVATION OF UTILITY AFFECTED. THE ENGINEER SHALL BE
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, NOTIFIED OF ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS.
INCLUDING ADEQUATE WATERING, AT ALL TIMES. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES HOWEVER, SUCH LOCATIONS AS SHOWN OR FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE
EXCEED 25 MILES PER HOUR. THE CONTRACTOR FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION AND PROTECTING ALL SUBSTRUCTURES.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND MAKE NECESSARY ARRANGEMENTS WITH
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING APPROPRIATE UTILITY COMPANIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO CONSTRUCTION.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. PHONE: 1-800-422-4133
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN
THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK
UNTIL THE SPECIFIED DENSITY IS OBTAINED. N%W I R%W
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 110"
TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVE WAY APPROACH APRONS SHALL BE APPROVED AT 55' 43' 12'
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 12' 43' 43' 6.5' 4.0' I I'�'+CITY NOTIFICATIONS _
MATCH EXISTING CONCRETE. t UTILITY
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE o wlm 1.5'
LOCATION OF THE SEINER LATERAL. ilm � POWER: GAS: SO CALIFORNIA GAS CO.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN I �I =1 SOUTHERN CALIFORNIA EDISON ATTN: GREG GASPAR
PLACED, INSPECTED AND APPROVED. z h
7951 REDONDO AVENUE 16231 VALLEY BLVD
1.5 w ar FONTANA, CA 92336 FONTANA, CA 92335
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO I 0 . ti�4_.P--- ? (909) 357-6233 (909) 428-8411
PAVING OF STREET. - _
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT r - ` �- -.�� r j WATER: CABLE: COMCAST
_ _ MARRYGOLD MUTUAL WATER CO. ATTN: JACK HAYES
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL I L .. J ( 9715 ALDER AVENUE 1205 DUPONT AVE.
OF THE CITY ENGINEER AS DETERMINED BY SOIL TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 'f' _.- I .�. I BLOOMINGTON CA 92316
I T , ONTARIO, CA91761
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET L - -I' I �L - J (909) 877-0516 (909) 390-4738
SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY 15'
OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ( CITY OF FONTANA
8353 SIERRA AVE.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED EXIST. TELEPHONE: PACIFIC BELL CO. FONTANA, CA 92335
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.. IMP'S ATTN: VERGINIA BECKER (909) 350--6632
3939 E. CORONADO ST. 2ND FL.
L
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Plan prepared by:
J N D Engineering.
14730 FIRESTONE BLVD,#303
LA MIRADA, CA 92638
(562)4810-1477
Under the supervision of
__ _ __-�______ ____
REV.
Jin Park, RCE. 46075 Exp 12-31-14
REVISION DESCRIPTION
VALLEY BLVD.
TYPICAL SECTION
NO SCALE
DATE I ENGR. i CITY I DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLAINS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
ANAHEIM, CA 92807
(714) 666-5467
WI
o
CONSTRUCT CONCRETE SIDEWALK li S=4' PER CITY OF FONTANA STD. PLAN NO. 1006
SIERRA AVE
PALMETTO AVE
S.F.
2
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000
SITE
L.F.
w
INSTALL DETECTABLE WARNING SURFACE PER CITY OF FONTANA STD. PLAN NO. 1003
3
EA.
4
(n
1,995 S.F.
J
SPECIFIED PER CITY OF FONTANA STD. PLAN NO. 1002
VALLEY BOULEVARD
m
V
CONSTRUCT CONCRETE DRIVEWAY APPROACH W=18',R=30'
w _
it i
J
J _
280
S.F.
6
SAWCUT AND REMOVE EXISTING PAVEMENT AND FILL AT FULL DEPTH AC PER DETAIL 6
o
ALDER AVE.
a
REMOVE EXISTING TREES
1
EA.
J
REMOVE EXISTING CONCRETE IMPROVEMENTS
VICINITY MAP
N.T.S.
VALLEY SLVO
FRWY 10
INDEX MAP
SCALE 1:200
STREET LIGHT NOTES
1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLE LIGHT OR APPROVED EQUAL.
2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT OR 8 FT
MAST ARM. 15 FT MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE
INSTALLATIONS.
3. ANY CHANGE IN LOCATION OF STREET LIGHT FROM THE APPROVED PLAN IS SUBJECT
TO APPROVAL BY THE CITY ENGINEER.
4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM
OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE.
5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD PLAN 404.
CONSTRUCTION NOTES: QUANTITIES
1
10
CONSTRUCT CONCRETE SIDEWALK li S=4' PER CITY OF FONTANA STD. PLAN NO. 1006
1,340
S.F.
2
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000
40
L.F.
3
INSTALL DETECTABLE WARNING SURFACE PER CITY OF FONTANA STD. PLAN NO. 1003
3
EA.
4
CONSTRUCT CONCRETE DRIVEWAY APPROACH W=35',R=30' UNLESS OTHERWISE
1,995 S.F.
EAST OF PALMETTO AVENUE PER PARCEL .MAP NO.
SPECIFIED PER CITY OF FONTANA STD. PLAN NO. 1002
VALLEY BOULEVARD
AS SHOWN
V
CONSTRUCT CONCRETE DRIVEWAY APPROACH W=18',R=30'
DRIVEWAYS DETAILS FOR
PER CITY OF FONTANA STD. PLAN NO. 1002
280
S.F.
6
SAWCUT AND REMOVE EXISTING PAVEMENT AND FILL AT FULL DEPTH AC PER DETAIL 6
353
S.F.
7
REMOVE EXISTING TREES
1
EA.
8
REMOVE EXISTING CONCRETE IMPROVEMENTS
230
L.F.
9
REMOVE EXISTING DRIVEWAY APPROACH
6
EA. .
CONST CURB ACCESS RAMP X=4' PER DETAIL "E'
1
EA.
11
CONST CURB RETURN ACCESS RAMP R=30' PER CITY STD. 1003
2
EA.
12
STRIPE 12' WIDE PEDESTRIAN CROSSWALK
150
LF.
13
CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF FONTANA STD. PLAN NP 403
800
S.F.
14
REMOVE EXISTING FENCE
90
LF.'
15
PROPOSED TRAFFIC SIGNAL. SEE TRAFFIC PLAN;
1
LS.
1D6 -PROPOSED
STRRET LIGHT 22000 LUMEN HPSV (200 W. #20)30 FT LUMINAIRE HEIGHT
1
EA
PER CITY STANDARD PLAN NO.404
ASP Al n-044
CITY OF FONTANA, CALIFORNIA
BENCHMARK:
Ba�Ss Or" --,BEARING
STREET IMPROVEMENT PLAN
FD CHIZ TOP OF CURB 0 NO. CURB RETURN
N89.36'01 "E' THE CENTER LINE OF VALLEY BOULEVARD
DRAWN BY:
SCALE:
ON ALDER AVE. 0 DI N/E COR. OF INTERSECTION
EAST OF PALMETTO AVENUE PER PARCEL .MAP NO.
.WA
VALLEY BOULEVARD
AS SHOWN
ALDER AVE. & VALLEY BLVD.
4765 BOOK 43, � PAGES 56 & 57 OF PARCEL MAP, IN
DRIVEWAYS DETAILS FOR
DESIGNED BY:
ADJUSTD ELEV.: 1115.753'
THE OFFICE OFtCOUNTY RECORDER OF
SAN,��NARDlI'VO COUNTY..
WA
BEL --AIR SWAPMFr!' OVERFLOW PARKING
DATE;
07/25/13
'. r
CHECKED BY:DRAWING
APPROVEDL_41_1��,��_4;�/�.7�/`, nATF••'e. A
NO.:
1