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UTILITY NOTIFICATIONS
TRACT NO. 16110
INDEX MAP
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18 17' i 16 1 15 j 14 13 i 12
UTILITY NOTIFICATIONS
TRACT NO. 16110
INDEX MAP
SCALE 1"=100'
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SAFETY RESPONSIBILITY
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY 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.
EXISTING UNDERGROUND STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDE=RGROUND UTILITIES OR STRUCTURES SHOWN IN
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS
RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING.
CONSTRUCTION NOTES
QUANTITIES
10
CONSTRUCT 4" MIN. A.C. OVER 12" MIN. COMPACTED (95%) NATIVE SOIL
536
TONS
O2
CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY
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OF FONTANA STANDARD DETAIL 1003).
O3
NOT USED
O4
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH (W=4.0') AND
63
p
LOCATION PER PLAN & PER CITY STD. 1015.
O5
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA
2
EA
STANDARD 1006.
10
O6
53.1
4
EA
OF FONTANA STD. PLAN NO. 1016 AND PER STREET LIGHTING PLAN.
U7
CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 WITH
2
EA
CASE B, N=5.0' & L=6.0'. DETAILS AND STD. PLAN ON SHEET 2.
O8
CONSTRUCT RESIDENTIAL DRIVEWAY WITH W=16'-0" PER CITY
19
EA
I
OF FONTANA STANDARD PLAN 1005.
9�
SAWCUT AND JOIN EXISTING AC PAVING AS SHOWN PER
104
LF
SAFETY RESPONSIBILITY
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND
NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY 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.
EXISTING UNDERGROUND STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDE=RGROUND UTILITIES OR STRUCTURES SHOWN IN
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS
RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING.
CONSTRUCTION NOTES
QUANTITIES
10
CONSTRUCT 4" MIN. A.C. OVER 12" MIN. COMPACTED (95%) NATIVE SOIL
536
TONS
O2
CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY
1135
LF
OF FONTANA STANDARD DETAIL 1003).
O3
NOT USED
O4
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH (W=4.0') AND
63
CY
LOCATION PER PLAN & PER CITY STD. 1015.
O5
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA
2
EA
STANDARD 1006.
O6
SUPPLY & INSTALL LIGHTING FOR LOCAL_ STREETS PER CITY
4
EA
OF FONTANA STD. PLAN NO. 1016 AND PER STREET LIGHTING PLAN.
U7
CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 WITH
2
EA
CASE B, N=5.0' & L=6.0'. DETAILS AND STD. PLAN ON SHEET 2.
O8
CONSTRUCT RESIDENTIAL DRIVEWAY WITH W=16'-0" PER CITY
19
EA
OF FONTANA STANDARD PLAN 1005.
9�
SAWCUT AND JOIN EXISTING AC PAVING AS SHOWN PER
104
LF
DETAIL "A" ON SHEET 2.
10
SUPPLY AND INSTALL TRAFFICE SIGN, TYPE R1
1
EA
r 11
SUPPLY AND INSTALL BLUE TWO-WAY REFLECTIVE RAISED
2
EA
PAVEMENT MARKER
BASIS OF BEARINGS:
THE BASIS OF BEARINGS IS BASED UPON THE CENTERLINE
OF JURUPA AVENUE PER TRACT NO. 16110, RECORDED IN
BOOK 283, PAGES 13 THROUGH 17, OF MAPS, RECORDS OF
SAN BERNARDINO COUNTY RECORDER, BEING N 89'06'36" W.
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
TOLL FREE '"WEN"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
TRACT NO. 17021
GENERAL NOTES FOR STREET IMPROVEMENT PLANS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS,
THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
2. WHEN CONFLICT 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 ENGINEER FOR RESOLUTION.
3. 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 LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-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 CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 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 INDUSTRIAL
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
Qj,HAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
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 FIELD, THE
TRUE LOCATION AND ELEVATION 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 WITH 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. CONTRACTOR
SHALL COORDINATE 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 WHERE OTHERWISE NOTED.
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 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 SURVEYCONTROL, INCLUDING SURVEY 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 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 TIMES IN THE CLOSURE 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, MILD, 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 OF THE CITY INSPECTOR.
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JURUPA 11 AVE 11
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. LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED 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.
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RECORD SRA INGS PREPARED BY
MADOLE stASSOCIATES, INC.
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PFFPARED, IN
PART, ON THE BASIS OF !NFORMATION COWPILED AND
FURNISHED 6Y OTHERS. THE: ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QROFESSIpN
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL0 R GO,A�Fy
c,
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W arn
r No. 024725
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp.12/31/05 *
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �q�F CIVIL
OF CP���
NO-REC.- REC. pM/G, STANDARDS IN EFFECT.
TEN -NINETY, A CALIFORNIA
LIMITED PARTNERSHIP
470 E. HARRISON STREET
CORONA, CA. 92879
UTILITY AGENCIES
TEN -NINETY, A CALIFORNIA
LIMITED PARTNERSHIP
470 E. HARRISON STREET
CORONA, CA. 92879
CITY OF FONTANA
8353 SIERRA AVE
FONTANA CA 92335
TELEPHONE (909) 350-7610
SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES
16231 VALLEY BLVD.
FONTANA, CA 92335
TELEPHONE (889-9711) OR (800) 422-4133
SO.CALIF GAS COMPANY -- TRANSMISSION DEPARTMENT
BREA, CA 92621
TELEPHONE (909) 529-2889 OR (800) 422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
7951 REDWOOD,itAVENUE
FONTANA, CA 92336
(909) 357-6231 (SO. OF MERRILL)
(909) 357-6223 (NO. OF MERRILL)
(800) 422-4133
VICINITY MAP
NO SCALE
VAN DELL AND ASSOCIATES, INC.
17801 CARTWRIGHT ROAD
IRVINE, CA 92614
TEL (949) 474-1400
FAX (949) 261-8482
SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT
825 E. THIRD STREET
SAN BERNARDINO, CA 92408
(909) 383-1665
PACIFIC TELEPHONE AND TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE, CA 92504
(714) 359-2585 OR (800)422-4133
FONTANA WATER COMPANY
8440 NUEVO AVENUE
P.O. BOX 987
FONTANA, CA 92334
(909) 822-2201
GENERAL TELEPHONE COMPANY
245 N. MOUNTAIN AVENUE
POMONA, CA 91766
(213) 357-2257 OR (800)422-4133
PLAN PREPARED BY:
VAN DELL AND ASSOCIATES, NC.
CIVIL ENGINEERS
SURVEYORS LAND PLANNERS DRAWN BY:
17801 CARTWRIGHT ROAD TWH
'A
IRVINE CA 92614 (949) 474-1400 DESIGNED BY:
UNDER TM % PMV9" OR DJH
CHECKED BY:
C - l 7 G_5 Mw►/BNT DRG
0 LD R. GORDON R.C.E. 24725 DATE f
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
SOUTHRIDGE VILLAGE
TRACT 17921 LOT 1 TO 19
ITL.15SHEET
R BY: /
/ _ 5
TY ENGINEER R.C. .51152 ATE:
SCALE:
AS SHOWN
DATE:
06-06-05
DRAWr NO.: 1
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