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HomeMy WebLinkAbout3775-1STREET IMf'RC711ME1�1' GENERAL NQrTE�, 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 (GF�EEN BOOK LATEST EDITION). 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3, THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAlN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR WATER VALVE OPERATIONS, ADJUSTMENTS, AND WATER SYSTEM REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS, .SIGNS, AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 8. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXJSTl1s1G UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-227-2600. 9. ALL MANHOLES, CLEAN OUT FRAMES, VAULTS, AND VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR AND/OR UTILITY COMPANY UPON COMPLETION OF PAVING. 10. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL N0. 129. 11. THE CONTRACTORS) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 12. AS BUILD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 13. TYPE, 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. 14. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO PLACING ASPHALT. 15. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 17. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 18. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 19. THE CONTRACTOR SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. NO BACKFILL SHALL OCCUR WITHOUT PRIOR APPROVAL BY CITY INSPECTOR. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. ADEQUATE CONTROL STAKES SHALL BE SET TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING AT ALL TIMES. 25. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LQCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. 27. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS, WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. NCaTICE 1'� CC)NTRACTC)R 28. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS �' �� o � � Q �� THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CIN ENGINEER FOR RESOLUTION. '�TR��T �1 V,PR�V�M�NT P��1N� 29. THE CONTRACTOR SHALL CONFIRM 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 CIiY TRAFFIC ENGINEER. C�� 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY r WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. P A � � � �O �� � N � E 31. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 F00T UNE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 32, ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES PAVE�/IENT REHABILITATION EXCEED 25 MILES PER HOUR. 33. THE CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER LATERAL, IF CURB REMOVED AND REPLACED AT THAT LOCATION. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CIN TRAFFIC ENGINEER. REPLACE ALL EXISTING STRIPE AND PAVEMENT MARKINGS WITH THERMOPLASTIC UNLESS OTHERWISE DIRECTED. 35. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE EXISTING LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CIN ENGINEER. 36. THE STRUCTURAL SECTIONS TOR THESE CIjY STREETS WERE SELECTED USING EXISTING ASBUILT INFORMATION GATHERED BY THE FONTANA QUBLIC SERVICES DEPT. AND APPROVED BY THE CIN ENGINEER. DEA UTILIZES THESE STRUCTURAL SEC710NS UNDER THE DIRECTION OF THE CIN ENGINEER. 37. THE CONTRACTOR SHALL CONTACT THE CITY OF FONTANA TRAFFIC ENGINEER PRIOR TO ANY ROADWAY CONSTRUCTION WHICH DISTURBS �TRAFfIC 100PS, IN ORDER TO COORDINATE INSTALLATION OF NEW LOOPS. STREET IMPROVEMENT CONSTRUCTION NOTES Q1 SAWCU7 AND REMOVE EXISTING AC PAVEMENT Q2 SAWCUT AND REMOVE EXISTING CURB. 03 SAWCUT AND REMOVE EXISTING AC DIKE. O4 REMOVE EXISTING PCC DRIVEWAY 05 SAWCUT AND REMOVE EXISTING CURB ANO GUTTER Q6 REMOVE EXISTING PCC WALK. Q7 REMOVE EXISTING TREE 08 COLD MILL 2" EXIST. AC PAVEMENT O9 CONSTRUCT 3" AC PAVEMENT BASE COURSE OVER COMPACTED NATIVE. 10 CONSTRUCT 2" AC PAVEMENT OVERLAY. 11 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1003 1Q CONSTRUCT CURB RETURN ACCESS RAMP PSR APWA STD. PIAN N0. 111-2, CASE D TYPE I, SEE DETAIL ON SHEET 5 1Q NOT USED 14 CONSTRUCT CURB RETURN ACCESS RAMP PER CIN OF FONTANA STD. PLAN N0. 1007. 15 CONSTRUCT RESIDENTIAL DRIVEWAY PER CIN OF FONTANA STD. PLAN N0. 1005 16 CONSTRUCT 8" CURB ONLY PER CIN OF FONTANA STD. PLAN 1003 1Q CONSTRUCT CURB RETURN ACCESS RAMP PER CIN OF FONTANA STD. PLAN N0. 1006. 18 CONSTRUCT CROSS GUTTER PER CIN OF FONTANA STD. PLAN 104. 19 CONSTRUCT 8" AC DIKE PER CIN OF FONTANA STD. PLAN N0. 136 RELOCATE EX{STING MAIL BOX PER DETAIL "A" ON SHEET 2. ADJUST WATER METER BOX TO GRADE Q ADJUST VALVE COVER TO GRADE ADJUST MANHOLE TO GRADE. PROTECT IN PLACE � � � i � � .. �: • / i ��� � � � SAN BERNARDINO I AVE. MARYGOLD AVE. VALLEY BLVD. SAN BERNAt�DINO FRWY I s �� VICINITY MAP N.T.S © CONSTRUCT COMMERCIAL DWY PER CITY OF FONTANA STD. PLAN 102-A MOD. ARROW BLVD. ® REMOVE EXISTING AC DRIVEWAY �1 INSTALL YELLOW THERMOPLASTIC MARKING PER CALTRANS STD. PLAN NOS. AVENUE NRW A24C AND A24D. PRIVATE ENGiNEERB NOTICE TO CQNTRACTC)R8 Q INSTALL THERMOPLASTIC 4" WHITE STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 38A WASTEWATER BW METROLINK THE EXISTENCE AND APPROXIMATE LOCATION OF ANY PAVEMENT CL UNDERGROUND UTILITIES OR STRUCTURES SHOWN dN THESE �3 INSTALL THERMOPLASTIC 4" DOUBLE YELLOW LINE PER CALTRANS STD. PLAN AVE. a A20A, DETAIL 21. Q ® INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD. PLAN A24E. UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. MERRILL a C&G a �5 INSTALL THERMOPLASTIC 4" DASHED YELLOW CENTERLINE STRIPE PER CALTRANS LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION DRAWING � o � 6 INSTALL THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. PLAN A24D. Q STREET LL � W � RELOCATE EXISTING SIGN PER CITY OF FONTANA STD. PLAN 139. � o � SINK � RAN DALL AYE. aa. � Q � o SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SAN BERNARDINO I AVE. MARYGOLD AVE. VALLEY BLVD. SAN BERNAt�DINO FRWY I s �� VICINITY MAP N.T.S © CONSTRUCT COMMERCIAL DWY PER CITY OF FONTANA STD. PLAN 102-A MOD. SIGNING AND 8T'RIRING N�TEB= ® REMOVE EXISTING AC DRIVEWAY �1 INSTALL YELLOW THERMOPLASTIC MARKING PER CALTRANS STD. PLAN NOS. AVENUE NRW A24C AND A24D. PRIVATE ENGiNEERB NOTICE TO CQNTRACTC)R8 Q INSTALL THERMOPLASTIC 4" WHITE STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 38A WASTEWATER BW (50 LF, UNLESS OTHERWISE NOTED}. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY PAVEMENT CL UNDERGROUND UTILITIES OR STRUCTURES SHOWN dN THESE �3 INSTALL THERMOPLASTIC 4" DOUBLE YELLOW LINE PER CALTRANS STD. PLAN PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CONSTRUCT A20A, DETAIL 21. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NQ EXISTING ® INSTALL THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD. PLAN A24E. UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. RIGHT C&G THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT �5 INSTALL THERMOPLASTIC 4" DASHED YELLOW CENTERLINE STRIPE PER CALTRANS LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION DRAWING STD. PLAN A20A, DETAIL 1. LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CQNTRACTOR 6 INSTALL THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. PLAN A24D. SHALL BE RESPONSIBLE FOR VERIFYING ALL UTILITY AND STREET DR IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO �7 RELOCATE EXISTING SIGN PER CITY OF FONTANA STD. PLAN 139. DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS END CURB RETURN SINK WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY ® INSTALL THERMOPLASTIC 12" SOLID YELLOW STRIPE PER CALTRANS STD. PLAN A24E. DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR �9 INSTALL WHITE THERMOPLASTIC TYPE IV (L) PAVEMENT ARROW PER CALTRANS SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND Tg STD. PLAN A24A. SERVICE ALERT (U.S.A.) PHONE 1-800 227-2600 TWO (2) EXISTING TS WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT 10 INSTALL WHITE THERMOPLASTIC MARKING PER CALTRANS STD. PLAN NOS. ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID VERTICAL CURVE A24C AND A24D. INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT SC SAWCUT &INSTALL LOOP HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. FINISH SURFACE ELEV CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CQNSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTHR REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG AL€RT IDENTIFlCATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800 227-200 REYI510NS A�PFtOYAL I �� � AP CPROVAL I DATE BENCH MARK= AB�REVIATIQNB/LEGEND= - AC ASPHALT CONCRETE MH MANHOLE AVE. AVENUE NRW NON --RECLAIMABLE BCR BEGIN CURB RETURN 2 WASTEWATER BW BACK OF WALK ELEV PVMT PAVEMENT CL CENTER LINE R RADIUS CONST CONSTRUCT RR RAILROAD CF CURB FACE RT RIGHT C&G CURB &GUTTER RAW RIGHT OF WAY DWG DRAWING STD STANDARD DWY DRIVEWAY ST STREET DR DRIVE STA STATION ECR END CURB RETURN SINK SIDEWALK ELEV ELEVATION TC TOP OF CURB ELEV EP EDGE OF PAVEMENT Tg TOP OF BERM ELEV EXIST EXISTING TS TRAFFIC SIGNAL FH 'FIRE- HYDRANT VC VERTICAL CURVE FL FLOW LINE ELEVATION SC SAWCUT &INSTALL LOOP FS FINISH SURFACE ELEV DETECTORS PER PLAN GB GRADE BREAK -' �'�'�" EXIST RIGHT-OF-WAY HP HIGH POINT - EXIST CENTERLINE LIP LIP OF GUTTER � EXIST SEWER MANHOLE LP LOW POINT EXIST STORM DRAIN MH LT LEFT MOD. MODIFIED CITY OF FONTANA #304 1 " IP "BRCS" ®CL INT. OF SAN BERNARDINO/PALMETTO ELEV.=1154.42 EASI� 4F BEARiN CITY OF FONTANA BETWEEN MARYGOLD AVE. AND SAN BERNARDINO AVE. THE BEARING OF NORTH 00'20'40" WEST FOR THE CL OF PALMETTO AVE. PER TRACT N0. 8327 RECORDED IN BOOK 116, PAGE 68 OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARINGS FOR THE MAP. CITY OF FONTANA BETWEEN RANDALL AVE. AND ARROW BLVD. THE BEARING OF NORTH 00'03'40" EAST FOR THE CL OF PALMETTO AVE. PER TRACT N0. 3596 RECORDED IN BOOK 47, PAGES 29 AND 30 OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNAROINO COUNTY, CALIFORNIA WAS USED AS THE BASIS OF BEARING MAP. SHE�t' INDEX SHEET 1 TITLE SHEET STATION C THICKNESS (IN.) SHEET 2 TYPICAL SECTIONS &DETAIL SHEET 2 SHEET 3 PALMETTO AVE. STA. 10+DO TO 22+64.73 4.25 SHEET 4 PALMETTO AVE. STA. 50+ 15.36 TO 71 +00 51 +00 SHEET 5 PALMETTO AVE. STA. 71 +00 TO 93+00 7 SHEET 6 PALMETTO AVE. STA. 93+00 TO 101 +36.64 5.00 SHEET 7 PALMETTO AVE. SIGNING AND STRIPING STA. 10+00 TO 22+64.73 SHEET 8 PALMETTO AYE. SIGNING AND STRIPING STA. 50+15.36 TO 71 +00 SHEET 9 PALMETTO AVE. SIGNING AND STRPING STA. 71 +00 TO 93+00 SHEET 10 PALMETTO AVE. SIGNING AND STRIPING STA. 93+00 TO 101 +36.64 PR EC MANAGER R€GISTERED CML ENGINEER DAVID EVANS aN�AS3�C1ATE8 iNc. 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.�7�0 �- ��" DAT UTILITY CC�NTACT:3� ELECTRI SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92335 (909) 357-6240 ATTN: RON CARDINAS NOTE: CONTACT 1 MONTH BEFORE CONSTRUCTION; SCE TO ADJUST VAULT`S. SOUTHERN CALIFORNIA GAS CO. 1918 LUGONIA AYE. REDLANDS, CA 92374 (909) 335-7508 (909) 335-7734 PLANNER ATTN: MIKE FISHER EMERGENCIES: (800) 427-2200 STORM DRAIN CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA 92335 (909) 350-6731 ATTN: KIM CHITWOOD NOTE: NON -FEE PERMIT REQ'D BEFORE CONSTRUCTION. SEWER INLAND EMPIRE UTIUT1ES AGENCY 6075 KIMBALL AVE., BLDG B CHINO, CA 91710 (909) 993-1693 ATTN: M. TAGHI MONZAVI MARYGOLD MUTUAL WATER COMPANY 9725 ALDER AVENUE BLOOMINGTON, CA 92316 (909) 877-0516 ATTN: BILL STAFFORD AT&T AT&T OSP ENGINEERING 360 EAST ALESSANDR4 BLVD. RNERSIDE, CA 92508-2402 ATTN: RUBEN MARTINEZ (951) 776-3914 LEASE TO PAC BELL TELEPHONE PACIFlC BELL 3939 E. CORONADO ST. ANAHEIM, CA 92807 (714) 666-5500 ATTN: JANE BLASINGHAM NOTE: CONTACT 2 WEEKS PRIOR TO CONSTRUCnON. PACIFIC BELL WILL ADJUST MANHOLES. WATER FONTANA WATER COMPANY, 8440 NUEVO AVE. FONTANA, CA 92335 (909) 822-2201 ATTN: JIM CHAPMAN CABLE CO, ADELPHIA COMMUNICATIONS 1260 DUPONT ST. ONTARIO; CA 9178 t (909) 975-3342 OR DANIEL MONTECINO (909) 975-3408 VER, IZON 1400 E. PHILLIPS BLVD. POM NA, CA 91766 (909 469-6343 ATTN JERRY RU1Z ONE TECHNOLOGY CENTER 100 CINCINNAn AVE. TUL OK 74103 (951 258-6628 ATTN JIM SILVA OR BART VANwEY (909 456-3693 CALL DIG ALERT PRIOR TO CON T. 1-800-227-6000 CORE SAMPLE DATA FOR PA METTO AVENUE CORE # STATION C THICKNESS (IN.) 1 12+50 4.00 2 16+00 3.25 3 17+50 4.25 4 21 +00 5.50 5 51 +00 5.75 6 59+00 5.25 7 65+50 4.25 g 70+00 5.00 9 74+00 4.25 10 78+00 4.50 1 1 81 +00 7,25 12 84+50 5,75 13 89+00 4.50 14 91 +00 6.25 15 98+50 3.75 CITY OF FONTANA, CALIFORNIA ���Ma � � PALMETTO AVENUE icNEo eY: gTREET IMPROVEMENT PI MMP CHECKED BY: JEBA J08 N0. PROVED FONT0000-0033 DR. N0. No. S 11 �� 3775 SCALE: 1'= 40' HORIZ: 1 "=40' VERT: NONE DATE: os/27/o5 ..... `1 of 10 Q� -U a 0 z �-- 0 U U v �. 0 L W 0 U O 0 0 O 0 0 �--- O .� t� 0 O Q x w