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MP STREET IMPROVEMENT PLANS
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SAN BERNARDINO FRWY 10
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CITY OF
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VICINITY MAP
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IP INTERSTATE 10 FREEWAY
STREET IMPROVEMENT PLANS
® ESCONDIDO
i. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 19. THE CONTRACTOR SHALL PROVIDE TWD MAINTAIN AN EFFECTNE PLANS OF DUST
SLOVER AVENUE STANDARD PUNS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS CONTROL INCLUDING ADEQUATE WATERING, AT ALL TIMES.
FOR PUBUC WORKS CONSTRUCTION ('GREEN BOOK) ALL REFERENCE SPECIFICATIONS _
j w AND STANDARDS SHALL BE THE LATEST lDffION UNLESS OTHERWISE NOTED. 20. OC D ONS5 S PEBE R HOUR.� WHEN SUSTAINED
LOCATION MAP z z 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT
NTS < < CM NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE"GREEN BOOK" 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIA, MIA, SLT OR,
THE CONTRAC TOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRNATE PROPERTY ADJACENT TO
ENGINEER FOR RESOLUTION. THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
R 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 22. NO TRENCH BACKFILL SHALL WE PLACE WITHOUTU PRIOR APPROVAL OF NE CITY
SAN DIEGO o
4. CONSTRUCTION PERMITS SHALL BE STAINED FROM THE CiTY OF FONTANA INSPECTOR.
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE 23. A GEOTECHNICAL ENGINEER SHILL CERTIFY Al BACKFLL COMPACTION. FALURE W
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF
TWO WORKING DAYS PRIOR TO START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
I
APN 255-101-17 THE CiTY LIMITS. CALL (909) 350- 7610.
APN 255-091-06 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM
ENGINEER'S NOTES APN 255-091-38 APN 2° 5-101-18 5. THE CONTRACTOR SWILL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS MID -
APN 295-101-19 PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC UNDERMINING STREET IMPROVEMENTS. NEON INSPECTION OF THE SiTE, THE CRY
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHEETINDEX APN 255-091-40 APN 2; 5-101-24 CONTROLS, LATEST NON-METRIC EDLTION UNLESS OTHERWISE DIRECTED BY THE CiTY ENGINEER MY REWIRE TEMPORARY NON- U %VALES ENTERING OR LEAVINGOWNER OF OTHERS AND THOSE SHOWN ON THE RECORDS 1 TITLE SHEET APN 255-091-43 TRAFFIC ENGINEER.
EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION APN 255-091-58 APN 255-101-25 IMPROVEMENTS.2 DETAILS AND SECTIONS APN 255-101-26 6. IT SHALL BE THE RESPONSIBIUTi OF THE CONTRACTOR TO MANNTARI EIARRIC{DES,
AND EXTENT THE OWNER BY ACCEPTING THESE PLANS OR 3 SANTA ANA AVENUE STA. (FROM 13+15.10 TO 18+00.00) APN 255-091-59
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES 4 SANTA ANA AVENUE STA. (FROM 18+00.00 TO 23+45.47) APN 255-091-60 DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS ����
FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 5 SIERRA AVENUE STA. (FROM 10+00.00 TO 16+79.50) RIBLET 3 S ET 4r 1 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TD THE CRY OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO SANTA ANA AVENUE APN 255-091-29 _ WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE
THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORD APN 255-091-44 luisI _ i '18
4 DMSION OF INDUSTRIAL SAFETY. FONTANA ST ��S•
EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR APN 255-091-45
/In
EXAMINED. AND 1' 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM N GRADE, COLOR AND FiNISH 1D
SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS APN 255-091-54 8. NE WALLS AND FACESDOF All D(SLOPING GREATERTHEGROUND UONE OTHER(5) FEET M DEPTH
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO HOME DEPOT SITE 'y I SHALL BE GUARDED BY SHORING, SLOPING OF THE OR APPROVED EXISTING CONCRETE
APN 255-091-55 PM 17652 x APN 255-101-05 MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF
PROTECT THE UTUTIES OF STRUCTURES SHOWN AND ANY OTHER APN 255-091-56 / n NE STATE OF CALIFORNIA. TRENC HES LESS THAN FIVE (5) FEET SHALL ALSO BE
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CITY OF FONTANA UTILITY LIST: APN 255-091-57 L APN 255-101-06 GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
27. THE SEWER CONTRACTOR SHALL STAMP AN SIN THE FACE OF THE CURB AT THE
THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE OWNERS OF APN 255-101-07 LOCATION OF THE SEWER LATERAL
THE UTILITIES OR STRUCTURES CONCERNED TBEFORE STARTING CM, OF FONTPRA VERIZON APN 255-091-26 APN 255-091-09 APN 255-101-08 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY
WORK. ATTN: BM WREN ATTN: STEVE HOCK APN 255-101-14 WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 26. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
11353 SIERRA 1400 C PHILLIPS BLVD. APN 255-091-27 APN 255-091-21
CA 92335
AVENUE POMONA CA. 91766 APN 255-091-32 APN 255-091-22 APN 255-101-20
. TH
(909) 350-6632 ( ) 469-6327 APN 255-091-33 APN 255-091-23 APN 255-101-21 10E LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE BEEN PLACED, INSPECTED AND APPROVED.
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO
fONDNi1 WATER (raw(rawAPN 255-091-48 APN 255-091-24
w DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING 29 ALL UNDERGROUND UTILITIES SHALL BE INSTILLED, ItSILI) AND APPROVED PRIOR TO
NOTICE TO CONTRACTOR: ATTN: MSW w APN 255-091-49 APN 255-091-25
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 1662331 WLIEY BLVD. UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
AWi JAWS 6440 NUEVO AVENUE D D APN 255-101-11 CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO PAVING OF SUttLIS.APN 255-101-09 FONTANA, CA 92335 w APN 255-091-18 APN 255-091-12 Z APN 255-101-12 WORKING DAYS BEFORE EXCAVATION.
COMPLETE RESPONSIBILTY FOR JOB SITE CONDITIONS DURING THE FONTANA, CA. 92335 TEL (909) 822-2201 >
COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY (909) 428-M11 TEL (909) 622-2201 Q APN 255-091-19 APN 255-091-13 - Ww- APN 255-101-22 3• APPROVED SOL STERIUNT iS REWIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR
SO CA FORK (600) 427-2200 Q 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WiTH ALL UTUTY COMPANIES
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APN 255-091-20 APN 255-091-14 APN 255-101-23
to INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, TO PLACEMENT. F-
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING WEST VALLEY WUER DISTRICT D APN 255-091-41 APN 255-091-15 Q (n
S0. CJWFEIMIA EDISON COMPANY TY LANDSCAPING LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, LL
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY 7951 REDWOOD AVE ATTN: LON 1SM APN 255-091-46 APN 255-091-16 Ct SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY FONTANA CA 94335 855 t BASELINE ROAD w 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THERMLTO, CA 92377 U APN 255-091-47 APN 255-091-17 N SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR o_
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR (909) 820-55981 - UNDERGROUND FACILITIES,
LIABILITY ARISING FROM THE SOLE NEGLEGENCE OF THE OWNER OF (909) 875-5100 - TRANSMISSIONS SBCI AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
THE ENGINEER. (951) 637-1233 - PIPELINES ATiN: JAMES 12. THE CONTRACTOR SHALL NOT OPERATE MY FIRE HYDRANT OR WATER MAIN VALVES COMPLETION OF ROUGH GRADING. N
(909) 357-6233 - DISTRIBUTION 1265 N. VAN BUREN STREET JURUPA AVENUE APN 255 111 04 APN 255-111-16 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE cD
SUITE 180 APN 255-111-06 APN 255-111-17 WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER 32, ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR `r
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES CA L MUTUAL MIER Co. MAMA, CA 92807 INDEX MAP APN 255-111-07 APN 255-111-18 REQUIREMENTS.OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A (714) 665-5415 APN 255-111-08' APN 255-111-19 STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECMNCAL
DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS ( ) NTS 13. CURVE DATA REFERS TO THE FACE OF THE CURB. co
�p GABRIEL ,,EY APN 255-111-11 APN 255-111-20 REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION
REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT WEST � BERNARDINO NATER O
THE UTLITiES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT WEST UNDERGROUND ARINO ALERT MUNICIPAL WATER DISTRICT APN 255-111-12 APN 255-111-21 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE O
APN: DAVE JOHNSON OF ROUGH GRADING. N
SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE APN 255-111-13 APN 255-111-22 NOTED.
(600) 422-4133 549 EASE SIERRA MADRE AVENUE
PROTECTION AND ANY DAMAGE TO THESE LINES OR STRUCTURES. AZUSA, CA 91702-1299 APN 255-111-14 APN 255-111-25 (t)
THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT AOELPHA (CAILE TV) P.O. BOX 1299 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE 33. ALL MANHOLES, amour FRAMES, COVERS AND //AYE eo*E5 SHrW! BE RAISED 10
1-800-226-2600 AT LEAST TWO WORKING DAYS PRIOR TO ATTN: JACK HAYES (909) 969-n11 THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR FINISHED GRADE By THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. N
EEXCAVATION IN XISTING UTILITIES
TO DETERMINE ACTUAL FIELD LOCATIONS OF 1205DUPONTCA 17761E CONTRACTORS RESPONSIBILITY FOR SAFETY SHALL UNION CONTROL
FOR STAKING DDUUPo�ANG CONSTRUCTION.
N BENCHMARKS AND
CONTRACTOR TO PRCNITE 1111F1C ODNIROL RNIB (909) 390-4738 16. THE CONTRACT OR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL REJIUKt ALL SIGNING, 3
IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THE HE SHALL ASSUME SOLE AND COMPLETE TiES OR BENCHMARKS WITHOUT PRIOR NOTiFTCATION TO THE CITY ENGINEER STRIPING, BARRICADES, AND THE SATISFACTION OTHER TRAFFIC CONTROL DEVICES TO
RESPONSIBILITY FOR JOB CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING ai
SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ciINCLUDING SURVEY17. OF THE CITY TRAFFIC ENGINEER.
LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOW THE REMOVAL AND REPLACEMENT OF DUSTING SURVEY CONTROL, ,
OWNER, THE ENGINEERAND THE GOVERNMENTAL AGENCY HARMLESS FORM ANY AND ALL LIABILITY, REAL OR MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISIHIttU
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY \ CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE �' CONTRACTORSHALL RELOCATE REPLACE LANDSCAPING, 5
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER OR THE GOVERNING AGENCY. DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CRY
ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO Na)
BASIS OFBEARINC1 DEVELOPER SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT BE THE ENGINEER,
PUBLIC IS PROTECTED. THE CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL MONUMENT. (/1
THE HOME DEPOT SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AMTH "CONSTRUCTION SAFETY Zoll 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES 36. AS- BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
PE BEARINGS SHOWN HEREON ARE BASED ON TILE BEARING OF 171E CENTERLINE 3800 W. CHAPMAN AVENUE ORDERS". THE CML ENGINEER SHALL NOT BE RESPONSIBLE AN ANY WAY FOR THE CONTRACTORS OR AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO NE CITY ENGINEER. (u
OF JUMPER AVENUE BE/NG N 0022'42' W PER RECORD OF SURVEY NO. ORANGE, CA 92868 SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
0I-200 FILED IN BOOK 122 PAGE 50 OF MAPS, RECORDS OF S4N BERNARD/N7 FAX:
(714) 940 3549 RECORD DRAWING
0
COUNTY. FAX. (714) 940 3682
o BENCHMARK � PENCE ENGINEERING INC. CITY OF FONTANA CALIFORNIAPO
REMING SHOULD CONSTIxUCTION OF THE REQUIRED
CITY OF FONTANA B.M. QF�E�/Oy jrj" Civil Engineering
CHISELED BOX IN EASTERLY TOP OF CURB OF • IMPROVEMENTS NOT COMMENCE WITHIN ���� 7( / Planning STREET IMPROVEMENT PLANS
TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND TWO YEARS OF THE DATE OF APPROVAL �� Rt'y Surveyin i i
COURT, 500 FEET SOUTH OF SLOVER AVENUE ,- t 9' g As Noted 0
lig ELEVAnoN = 1077.400' SHOWN HEREON AND CARRIED FORTH IN Cons ruction Management DRAWN BY: SCALE: O
DIAL , TWO MORKING A DILIGENT MANNER, THE CITY ENGINEER ,� r R A SET N
BEFORE ` t I� /DAYS BEFORE CITY OF FONTANA B.M. NO. 296 * �,��1 * Technology �k q ✓-7z� », ca»1o+»� 9�e/a DESIGNED BY: DATE
YOU DIG \ / A BOAT NAIL SET IN SIDEWALK AT THE NW MAY REQUIRE REVISIONS TO THE PLANS �,> Telephone (949) -8111 Far (949) 753-0775 A ANA NU AND SIERRA AVENUE
YOU DIG `� �r E.B 08-17-06 O]
�� CORNER OF THE INTERSECTION OF SIERRA TO BRING THEM INTO CONFORMANCE WITH VIS M ��
�Q / O
TOLL FREE 1-800-227-2600 AVENUE & THE BRIDGE (N/O SLOVER AVENUE) RECORD DRAWING 2/(4/i08 (f. Alps (4.3ea STANDARDS IN EFFECT. orCA1.AC e / :mss •ir _ . Date , 12-d7-oL CHECKED BY: .-•, D F ! i s 7 DRAWING NO" 1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTof • _ _ - DATE:
ELEVATION = 1137.71 1967 REv. REVISION oEscRlPnoN DATE ENCR. CITY DATE ESTHER BA' •TGA - R.C.E. 50152 w�n C.P. _ R.C.E. 51152 4097 5 Ls
_