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FONTANA
COVINA
SAN BERNARDINO
LOS
ANGELES
10
ESCONDIDO
TO
P SPRINGS
SAN DIEGO
GENERAL NOTES
VICINIT( MAP
N.Ti.
UTILITY CONTACT LIST
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
THE GAS COMPANY
ATTN: GREG GASPAR
FONTANA., CA 92335
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA 92335
(909) 820-5598- UNDERGROUND
(909) 875-5100- TRANSMISSIONS
(213) 637-1233- PIPELINES
(909) 357-6233- DISTRIBUTION
CRAWFORD CANYON MUTUAL WATER
ATTN: BASIL J. FABRIZIO
(909) 463-9580
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CIT' OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (" GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AN) STANDARDS SHALL BE THE LATEST
EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTR/CT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEF BOOK", THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RES)LUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL 01 THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL NOT BE OBTAINED FROM THE CITY )F FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS FRIOR TO THE START OF ANY WORK IN
PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-761).
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLI,IES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTR)LS, LATEST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAN BARRICADES, DELINEATORS OR
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATI)N OF TRENCH WORK FOR TRENCHES
5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF 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 APPRO\ED MEANS PURSUANT TO THE
REQUIREMENTS OF THE DIVISION OF THE INDUSTRIAL SAFETY OF THE ;TATE 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 RICHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION,
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCSE PROPER PRECAUTION TO
AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGFOUND SERVICE ALERT AT
1-800-422-4133 TWO WORKING DAYS BEFORE EXCAVATION.
11., THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UILITY COMPANIES INCLUDING, BUT NOT
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION,
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD C)NTROL AND CAL -TRANS. ALL UTILITY
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO W)RK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR W1TER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDIN/TE WITH 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 WHRE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY TI -E 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 MONUMEIT, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTER:D CIVIL ENGINEER OR LICENSED LAND
SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESJLT OF THIS CONSTRUCTION SHALL BE
REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE
TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENT! AND BUSINESSES AT ALL TIMES. A
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 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.
BASIS OF BEARING:
THE CENTERLINE OF FOOTHILL N 89'43'05" E PER PARCEL MAP NO.
11791 PMB 137/98.
BENCHMARK:
FD. BRASS DISK IN T/C STAMPED 7-11 1970 ® NE COR
PALMETTO & FOOTHILL PER QUAD #034117233
ELEV = 1320.644' RECOVERY 02/03/81
CITY OI ONLANA
T IVflOVFVF\I ROJFCI
1705 / BOOTH I LL BL.
UNDERGROUND SERVICE ALERT
(800) 422-4133
METROPOLITAN WATER DISTRICT
WATER SYSTEM OPERATION GROUP
ATTN: JOE MIRONE
(909) 776-2664
PACIFIC BELL CO.
ATTN: NORMA GUILLOT
1265 N. VAN BUREN STREET
SUITE 180
ANAHEIM, CA 92807
(714) 666-5401
COMCAST (CABLE TV)
ATTN: JACK HAYES 1205
1400 E. PHILLIPS BLVD.
CO. DUPONT AVENUE ONTARIO, CA.91761
(909) 390-4738
VERIZON
ATTN: STEVE HOOK
POMONA, CA 91766
(909) 469-6327
FONTANA WATER COMPANY
ATTN: MICHAEL
J. MCGRAW 8440 NUEVO
AVENUE FONTANA, CA 92335
PH: (909) 822-2201
WEST VALLEY WATER DISTRICT
ATTN: LON TSAI
855 W. BASELINE ROAD
RIALTO, CA 92377
METROPOLITAN WATER DISTRICT
WATER SYSTEM OPERATION GROUP
ATTN: JOE MIRONE
(909) 776-2664
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25
MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIALS, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION
WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL PF 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 PREVENT 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 WIDTH 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.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES 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 GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF
FONTANA 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, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES 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 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.
OWNER
FOOTHILL SB, LLC
5714 OAK AVENUE.
TEMPLE CITY, CA 91780
PH: 626-329-1699
SOILS ENGINEER:
ENVIRONMENTAL GEOTECHNOLOGY LABORATORY, INC.
11819 GOLDRING ROAD, UNIT A,
ARCADIA, CA 91006
TEL: (626) 263-3588
FAX: (626) 263-3599
PROJECT NO. 09-234-003GE
BY: HANK JONG RGE 2305
DATE
CONSTRUCTION NOTES & QUANTITIES
ITEM
DESCRIPTION
QUANTITY
UNIT
OCONSTRUCT
DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO.
1002 I
600
SF
OCONSTRUCT
8" CURB & 18" GUTTER PER CITY OF FONTANA STD. NO.
1000
192
LF
(ij
CONSTRUCT 8" A.C. BERM PER CITY STD. 1007
20
LF
®CONSTRUCT
4" TISK. PCC SIDEWALK PER CITY OF FONTANA
STD. NO. 1006
1,800
SF
0
CONSTRUCT 6.5" MIN. A.C. PAVEMENT ON 12" MIN. OF
COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31
PER CITY STD. 401.
95Z
& 32)
40
TON
1,650
SF
O
REMOVE EXISTING CURB.
192
LF
OSAWCUT,
REMOVE & RECONSTRUCT EX. A.C. PAVEMENT
PER DETAIL ON SHEET 1
192
LF
192
SF
O
RELOCATE STREET LIGHT PER STREET LIGHTING PLAN.
2
EA
O
RELOCATE STREET LIGHT PULL BOX PER STREET LIGHTING PLAN.
1
EA
f 0
REMOVE EX. DRIVEWAY APPROACH
650
SF
1 f
REMOVE EXISTING SIDEWALK
2,850
SF
12
CONSTRUCT 2'-O" PARKWAY DRAIN PER CITY STD. 3000
1
EA
NEW EX.
S'LY RAIN S'LY R/W
18.7' WIDE
STREET DEDICATION
O.
6REM0VE EX. SIDEWALK
PROPOSED GRADE
PER GRADING PLAN
L13'►
23'
60'
47'
CENTERLINE
OF FOOTHILL BLVD
37'
EX. CURB
TO BE REMOVED
(FLOW LINE)
4
®PROPOSED SIDEWALK
CI PROPOSED 8" CURB & GUTTER
OPROPOSED A.C. RVEMENT
12" IIN. OF 95Z
O COMP,1 TED NATIVE
SUBGRADE
EX. PAVEMENT
TO REMAIN
SEE SAWCUT DETAIL O
TYPICAI SECTION OF FOOTHILL BLVD.
120' R/W
T.1. = 1 0.5 (NOT TO SCALE)
PROPOSED GRADE,
PER GRADING PLAN
NEW'
S'LY R,/W
EX. CURB
TO BE REMOVED
EX. SIDEWALK
0 BE REMOVED
MILLER AVE.
FOOTHILL
SIERRA AVE
PROJECT
SITE
BLVD. 66
0
Z
0
J
w
IVY
AVE.
ARROW BLVD.
1.0'
1
VICINITY MAP
(FLOW LINE)
�PROPOSED SIDEWALK J
12" MIN. OF 95%
COMPACTED NATIVE SUBGRADE
INr
NOT TO SCALE
EX. PAVEMENT
SAWCUT, REMOVE & RECONSTRUCT
EX. PAVEMENT i1
SAWCUT, IREMOVE AND RECONSTRUCT A.C.QQ
N.T.S.
EGL JOB NO. 09-234-003
ASP# 12-018
DIAL
BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE ENGR. CITY
DATE
SHOULD CONSTRUCTION 0 THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPR)VAL SHOWN HEREON
AND CARRIED FORTH IN A DIIIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
EGL
ASSOCIATES, INC
11819 GOLDRING ROAD, UNIT A
ARCADIA, CA 91006
PH:626-263-3588 FAX:626-263-3599
Prepared Under The Supervision Of :
41)(1c
Date :WO*
HANK JONG R.C.E. 45841.6
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY:
GB
DESIGNED BY:
GB
CHECKED BY:
TITLE SHEET
17057 FOTHILL BL.
SCALE
As Noted
DATE:
04-23-14
APP DATE:. �� � itt
DRAWING NO.:
j "5080
CITY ENGINEER, RICARDO SANDOVAL R.C.E. 51152