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HomeMy WebLinkAbout4333-1D GENERAL NO TES 1. ALL WORK SHALL BE IN ACCORDANCE W/ TH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICA TIONS AND STANDARDS SHALL BE THE LA TEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN TECHNICAL CONFLICT IS FOUND TO EX/ST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK ; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MA TERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERM/TS 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 WORK/NG DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY W/THIN 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 ENG/NEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL 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 STA TE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCA VA TIONS GREA TER THAN FI VE (5) FEET IN DEP TH 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 STA TE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EX/STS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARA 7E PERMI T FOR THA T PURPOSE. 10. THE LOCA TIONS OF U77LI TIES SHOWN HA VE BEEN DETERMINED FROM A VAILA BLE INFORMA TION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EX/S77NG 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 EXCA VA TION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIM/TED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRR/GA RON, DOMESTIC WA TER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PR/OR TO WORK AROUND THEIR FACILITIES, 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WA TER COMPANY FOR VA VE OPERA TION AND WA TER 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 NO77FICA77ON TO THE CITY ENG/NEER. 17. REMOVAL AND REPLACEMENT OF EX/STING SURVEY CONTROL, 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 CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES 19. THE CONTRACTOR SHALL PRO117DE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUA IF WA TER/NG, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED W/ND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MA7FR/AL, 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 W/ THOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTON OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SI TF, 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 77ME OF CONSTRUCTION AND SHALL CONFORM TO 7HE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE. 27. THE SEWER CON7RACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCA TON OF THE SEWER LA 7FRAL. 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 PA WNG OF S7REETS. 30. APPROVED SOIL STER/LANT IS REQUIRED UNDER ALL NEW ASPHAL T PA VFMENT PR/OR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 7HE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLE77ON OF ROUGH GRADING. 32 ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MA7FR/AL FOR STRUCTURAL S7REET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY 7HE PAWNG CONTRACTOR UPON COMPLE77ON OF PAVING. 34. UPON COMPLE77ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA77SFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCA IF AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFIECTED BY THE CONSTRUCTON TO THE SATISFACT70N OF THE CITY ENGINEER. 0 O 36. AS1BU/LT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO 7HE ENGINEER OF RECORD, WHO SHALL PROWDE RECORD DRAWINGS TO THE CITY ENGINEER. L N 320 P -A *. 0� " '4'� {Y' IV F i Ag* L * A�h54 _ 37 _ E LAKE ___PAR -KW -, --- - - -,-- -- --- 44 40 - 41 PRI VA TE ENGINEER'S NOT/CE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, • THAT THIS 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. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. ENG/NEER; MADOLE AND ASSOCIATES, INC. CIVIL ENGINEERS & LAND PLANNERS 1455 AUTO CENTER DR., SUITE 200 ONTARIO, CA. 91761 PHONE. (909) 937-9151 CONTACT. MR. LEO PACIS BENCH MARK: No. 615 R41LROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CEDROS AVE", IN POWER POLE NO. 9011 E ON THE EAST SIDE OF CITRUS AVE ELEyA710N: 1467.59 BASIS OF BEARINGS.- THE EARINGS:THE BEARING OF N89.30'06 E ALONG THE No. LINE OF SEC. 30, T.1 N, R.5W", S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OWNER / DEVELOPER: LEWIS RETAIL CENTER 1156 N. MOUNTAIN AVE. UPLAND, CA 91785 PHONE. • (909) 949-6703 CONTACT- LUIS GOMEZ REV. I REVISION DESCRIP77ON R EC. DWG. REV. DWYS. APPROBC14 Earle LEGEND W W/DTH (R) RIDGE LINE A. C. ASPHALTIC CONCRETE V VERTICAL DEPTH RA RIGHT OF WAY B. C. BEGIN CURVE V.C. VERTICAL CURVE TAN. TANGENT B. V.C. BEG. VERTICAL CURVE 320 LF T C. TOP OF CURB B. W. BACK SIDEWALK y y INDICATES SLOPE 2.1 0 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT 546 C.B. CATCH BASIN 768 LF - INDICATES PROPOSED STREET LIGHT C.L. CENTERLINE 356 AC PAVEMENT p INDICATES EX. STREET LIGHT E. C. END CURVE ... REMOVAL SIGNING AND STRIP/NG NOTES RF=r E. P. EDGE PAVEMENT j' % GRIND /0\ INDICATES PROPOSED FIRE HYDRANT E. G. EDGE GRADE 3 EA 14 INSTALL TYPE IV ARROW PAVEMENT MARKINGS AS SHOWN. 3 E.V.C. END VER77CAL CURVE 138 EDGE OF PAVEMENT 16 INSTALL R3-2 "NO LEFT TURN" SIGN 3 F.L. FLOW LINE S'LY R/W F.S. FINISH SURFACE (590.77) INDICATES EXISTING ELEVATION G.B. GRADE BREAK 310.00 INDICATES PROPOSED ELEVATION H.P. HIGH POINT 300 INDICATES EXIST/NG CONTOUR INV. INVERT -320 INDICATES PROPOSED CONTOUR L. E. LANDSCAPE EASEMENT 0. C. ON CENTER DAYLIGHT/ CUT -FILL LINE P. C. C. POR 77 AND CEMENT CONC. - - - - - - - INDICATES RIGHT OF WAY LINE INDICATES TRACT BOUNDARY LINE SIGNING AND STRIPING GENERAL NOTES 1. 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. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED SEPTEMBER 2006. J. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAYS PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPMENT. STOP SIGN SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS. THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. 5. 2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER (909) 350-7610 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 6. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON PLANS. 7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 4003. 8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS. 9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 1003. 11. AS- BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CADD FILES, TO THE CITY TRAFFIC ENGINEER. 12. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. 13. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS 14. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. DATE I ENGR. I CITY I DATE / j oc� I f MUW WELD ISN I „ WA D 7iF{AL �.b R- - 11Q - ;Q Q Uh is - 1 S NbA ZFt � Y6P5411 v J jr fjr� 1 u. 1 -... -.._. 1< , :S PKWY RRA lAi<ES PKWY r- SR 210 FREEWAY _.HIGHLAND AV_- �- TORREY AV/ --_-. SOUTH H.3ILAND AV -. _I VICINITY MAP COMCAST (CABLE TV) 7951 REDWOOD AVENUE N.T.S. 16' 40' 1205 DUPONT AVENUE CONSTRUCT/ON NOTES QUANTITIES ONTARIO, CA. 91761 (909) 820-5598 UNDERGROUND lO CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN. OF 4,668 SF 959 COMPACTED NATIVE MATERIAL GENERAL TELEPHONE COMPANY (909) 357-6233 DISTRIBUTION O CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. NO. 1002. 2,718 SF 0 CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1000 (FOR MEDIAN). 320 LF 0 SAWCUT, REMOVE EXISTING CURB AND GUTTER & S6EWALK, 537 LF 3939 E. CORONADO STREET CRA WFORD CANYON MUTUAL WATER CO. ANAHEIM, CA 92807 0 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT 546 SF 0 CONSTRUCT SIDEWALK PER STD. NO. 1006. 768 LF O7 PROTECT IN PLACE 14 EA O8 SAWCUT & REMOVE PORTION OF EXIST MEDIAN. 356 LF O9 RELOCATE EXIST. FIRE HYDRANT (BY OTHERS) 1 EA 10 REPAIR DAMAGED STREET LIGHT (22,000 LUMENS HPSB, PER CITY STD. 1016). 1 EA SIGNING AND STRIP/NG NOTES RF=r wr_% 11 INSTALLR4-7 TYPE K (CA) SIGN 2 EA 12 INSTALL' R3-3 "NO TURNS" SIGN 1 EA 13 INSTALL' R6-1 "ONE WAY" SIGN 3 EA 14 INSTALL TYPE IV ARROW PAVEMENT MARKINGS AS SHOWN. 3 EA 15 APPLY 8" SOLID STRIPE PER MUTCD SECTION 3A.05 138 LF 16 INSTALL R3-2 "NO LEFT TURN" SIGN 3 EA N'LY S'LY R/W CITY OF FONTANA UTILITY NOTIFICATION LIST SO. CALIFORNIA EDISON COMPANY COMCAST (CABLE TV) 7951 REDWOOD AVENUE ATTIC• JACK HAYES 16' 40' 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 (909) 820-5598 UNDERGROUND (909) 390-4736 (909) 875-5100 - TRANSMISSIONS 10' 30' (213) 637-1233 PIPELINES GENERAL TELEPHONE COMPANY (909) 357-6233 DISTRIBUTION AT7N.• STEVE HOCK (800) 422-4133 1400 E. PHILLIPS BLVD. RET. WALL ONTARIO, CA. 91766 (909) PACIFIC BELL CO. (800) 422-4133 ATTN.• VIRGINIA BECKER EXIST. A. C, 3939 E. CORONADO STREET CRA WFORD CANYON MUTUAL WATER CO. ANAHEIM, CA 92807 ATTN: BILL VANDERKIEFT, JR. 106' (b 19) 868-6040 56' 50' 16' 40' 40' 10' 5' TYPICAL SECTION 1' S, 30' f0' 10' 30' 5, 5, ,�� w4 cy to a, Cbb 388 2.5' 5' FONTANA WATER COMPANY RET. WALL it EXIST. SIDEWALK 72' LEVEL UNE EXIST. A. C, �• 2Z 2Z C&G EXIST. EXIST. CkG MEDIAN CURB 8440 NUEVO AVENUE FONTANA, CA 92335 (714) 666-5467 , J V8h©©i�Ato (b 19) 868-6040 IMPROVEMENTS THE DATE OF EX/ST SIDEWALK Prepared Under the SupervisionPREPAOf MADOLERAND ED Assoc TES °►C. IO� TYPICAL SECTION UNDERGROUND SERVICE ALERTCITY 227-2600 OF FONTANA �ROFESS �• 9/ �� SIERRA LAKES PARKWAY (800) 8353 SIERRA AVENUE ,�� w4 cy to a, Cbb 388 � y � N. TS. TI = ! �• FONTANA WATER COMPANY FONTANA, CA 92335., ATTIC• MICHAEL J. McGRAW (909) 350-6632 CC EXP. 3� ? A 8440 NUEVO AVENUE FONTANA, CA 92335 S0. CALIFORNIA GAS COMPANY dj, 'CIVI v ATTN. GREG GASPAR (909) 822-2201 16231 VALLEY BLVD. OF Cpl \� FAX, (9 FONTANA,, CA. 92335 � 2 RF=r wr_% ;o rr1 THESE RECORD F iAWINGS HAVE BEEN PRE17ARED, IN a No. 36637 `° PART, ON THE BA-SiS OF INFORMATION CONI ll -ED AND ,• FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 4 -RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 'C' SVE BEEN INCORPORATED INTO THE DOCUMENTS AS jI �Ift� G,Q mpA l RESULT THEREOF. C/T Y OF FONTANA CALIFODMI A 0.5' APPROVAL SHOWN HEREON AND CARRIED FORTH IN A Q/ `' ? 1455 AUTO CENTER DR., SUITE 200 DRAWN Br. SCALE - co w m C 66388 D m AA PARCEL 0. 17654 AS SHOWN ONTARIO CA 91761 DESIGNED BY. DATE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE *0(' PHONE (909) 937-9151 Tl L HEET MAY 2007 J, Exp: 6-30-08 Q ^ 1 LP 7 /"? / / /-- / REVISIONS TO THE PLANS TO BRING THEM INTO�9T�, �ICVA Date : .2 .� CHECKED BY PPROV 0 Y DRAWING N0. ' �¢ CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. RCE C60388 EXP. 6-30-08 d vj II I"7 4333 ROBERT`?. NIEDRINGHAUS LP I CITY ENGINEER R.C.E. 51152 DATE 2 J:\126-1984\streets\stOl.dwa. 9/27/2007 9:34:06 AM. Comelia SHOULD CONSTRUCTION OF THE REQUIRED NOT COMMENCE WITHIN TWO YEARS OF IMPROVEMENTS THE DATE OF �o N Eo�q�Fy Prepared Under the SupervisionPREPAOf MADOLERAND ED Assoc TES °►C. STREET IMPROVEMENT PLANS � y � 0.5' APPROVAL SHOWN HEREON AND CARRIED FORTH IN A Q/ `' ? 1455 AUTO CENTER DR., SUITE 200 DRAWN Br. SCALE - co w m C 66388 D m AA PARCEL 0. 17654 AS SHOWN ONTARIO CA 91761 DESIGNED BY. DATE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE *0(' PHONE (909) 937-9151 Tl L HEET MAY 2007 J, Exp: 6-30-08 Q ^ 1 LP 7 /"? / / /-- / REVISIONS TO THE PLANS TO BRING THEM INTO�9T�, �ICVA Date : .2 .� CHECKED BY PPROV 0 Y DRAWING N0. ' �¢ CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. RCE C60388 EXP. 6-30-08 d vj II I"7 4333 ROBERT`?. NIEDRINGHAUS LP I CITY ENGINEER R.C.E. 51152 DATE 2 J:\126-1984\streets\stOl.dwa. 9/27/2007 9:34:06 AM. Comelia