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Home My WebLink About4878-1ORAL NO IED 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 A TECHNICAL 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, ENGINEER 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 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 APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DMSION . OF INDUSTRIAL SAFETY OF THE STATE 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 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 OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. 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 SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML 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 I&TIENSTTO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE 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 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, 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 OF 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 OR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BENCHMARK: CHISELED SQUARE IN WEST CURB RETURN N.W. CORNER SLOVER & CITRUS AVENUE ELEV = 1067.73 BASIS OF BEARINGS: THE CENTERLINE OF JUNIPER AVENUE SHOWN AS N 00'12'52" W, PER CITY OF FONTANA, PARCEL MAP NO. 4778, RECORDED IN BOOK 63, PAGES 23-24, INCLUSIVE, OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. PREPARED BY: CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT AND STORM DRAIN PLAN SPECIAL WTm THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THE FOLLOWING NOTES, AND THE CITY SHALL NOT BE HELD RESPONSIBLE FOR THEIR ENFORCEMENT: 1. NEITHER THE OWNER NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING TRENCH SHORING AND TRAFFIC CONTROL, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 2. THE CONTRACTOR SHALL ADJUST ALL EXISTING FACILITIES TO FINAL GRADE AT NO ADDITIONAL COST TO THE CITY. 3. THE CONTRACTOR SHALL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING FACILITIES THAT INTERFERE WITH THE WORK HEREON AT NO ADDITIONAL COST TO THE CITY OR DEVELOPER. 4. THE CONTRACTOR SHALL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING LANDSCAPE, HARDSCAPE, IRRIGATION SYSTEMS, UTILITIES, AND/OR RELATED IMPROVEMENTS WHICH CONFLICT IN ANY WAY WITH THE INSTALLATION OR FUNCTION OF THE PROPOSED IMPROVEMENTS AT NO ADDITIONAL COST TO THE CITY. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND 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 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR , UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." I j 18 TECHNOLOGY, STET 1% CONSULTING, INC. � �. m'9" CIVIL ENGINEERING R 949.760-6605 LAND PLANNING & SURVEYING WWW.CVC-INC r OUAWIITY NOl'e. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). PARCEL MAP 19231 ■ .�.- rig ---. ,�► - --VALLE�j BL�Djl ■L SH" -3 - INDEX MAP 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THEIR PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION- ANY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. 2. THE CONTRACTOR AGREES THAT HE WILL 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 THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 3. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S) 4. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON 'PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER. TOLL FREE `mmmFw`_1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REI/. I REVISION DESCRIPTION SCALE:1 "=100' rn 00 EMD(OF SFEEM 1 TITLE SHEET 2 VALLEY BLVD PLAN AND PROFILE 3 STORM DRAIN LINE A PLAN AND PROFILE AB AGGREGATE BASE NTY NORTHERLY AC ASPHALTIC CONCRETE N NORTH BC BEGIN CURVE NTS NOT TO SCALE BCR BEGIN CURB RETURN OC ON CENTER CL CENTER LINE OD OUTSIDE DIAMETER CB CATCH BASIN PCC PORTLAND CEMENT CONCRETE CSP CORRUGATED STEEL PIPE R RADIUS DW DOMESTIC WATER RCP REINFORCED CONCRETE PIPE EA EACH RT RIGHT EC END CURVE RW RECLAIMED WATER ECR END CURB RETURN R/W RIGHT OF WAY ETY EASTERLY S SOUTH EX EXISTING SD STORM DRAIN FG FINISHED GRADE SF SQUARE FEET FL FLOW UNE S' Ly SOUTHERLY FNC TOP OF FENCE SS SANITARY SEWER FS FINISHED SURFACE STA STATION FW FIRE WATER STD STANDARD HP HIGH POINT TC TOP OF CURB ID INSIDE DIAMETER TF TOP OF FOOTING INV INVERT TG TOP OF GRATE JS JUNCTION STRUCTURE TRW TOP OF RET. WALL LT LEFT TS TOP OF SLOPE MIN MINIMUM TYP TYPICAL MISC MISCELLANEOUS W/ WEST/WITH MH MANHOLE W WITH W'LY WESTERLY DATE I ENGR. I CITY I DATE VICINITY MAP NTS PURVEY0M QUANTITY ESTIMATES ELECTRICITY: ADELPHIA COMMUNICATIONS: SOUTHERN CALIFORNIA EDISON CO. 1260 DUPONT STREET DISTRIBUTION PLANNING ONTARIO, CA 91761 7951 REDWOOD AVENUE PHONE: (909) 390-4738 FONTANA, CA 92335 CONTACT: LEWIS MCDONALD PHONE: (909) 357-6221 MARKS CABLEVISION: CONTACT: JOHN RUSSELL FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT GAS: 4240 HALLMARK PARKWAY SOUTHERN CALIFORNIA GAS CO. SAN BERNARDINO, CA 92407 DISTRIBUTION PLANNING PHONE: (909) 880-0220 16231 VALLEY BOULEVARD CONTACT: JOE DEARMAN FONTANA CA, 92335 VERIZON CALIFORNIA. INC.: PHONE: (909) 428-8411 13911 PARK AVENUE CONTACT: GREG GASPER SUITE 200 @_INSTALL VICTORVILLE, CA 92392-2407 WATER: PHONE: (760) 245-0846 FONTANA WATER COMPANY CONTACT: IVAN ROBIDOUX 8440 NUEVO AVENUE Eq FONTANA CA, 92334 WILTEL. INC.: PHONE: (909) 882-2201 FIBER-OPTIC TELECOMMUNICATIONS @_ITEM LAS VEGAS, NEVADA TO LOS ANGELES, CA SEWER: UPLAND, CA 91786 CITY OF FONTANA P.O. BOX 21348, MD 26-3 8353 SIERRA AVENUE TULSA, OK 74121 FONTANA CA, 92335 SAWCUT AND REMOVE EX AC PAVEMENT AND ADJACENT CURB AND GUTTER. JOIN ... PHONE: (909) 350-6632 PHONE: (918) 588-3397 PHONE: (909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY STREET IMPROVEMENT NOTES: QUANTITY ESTIMATES 1� INSTALL 8" CURB AND GUTTER PER CIN OF FONTANA STD 1000............. .. . _:. 342 LF O2 -INSTALL 4" THICK PCC SIDEWALK PER CITY OF FONTANA STANDARD 1006.. ................ 2418 SF @-EXISTING LOCATION OF STREET LIGHT ATTACHED TO ITEM TO BE RELOCATED.. ................ 2 EA PER SEPERATE PLAN 5� INSTALL CIN OF FONTANA STANDARD STREET LIGHT, SEE STREET LIGHT PLAN.. ..... ......... 4 Eq 0 -INSTALL CITY OF FONTANA STD 1002 COMMERCIAL DRIVEWAY, WIDTH AS SHOWN .. . . . . . . . . . . . . . . . . . . . . . . . . . 1 EA 9� INSTALL CIN OF FONTANA CURB OPENING CATCH BASIN, PER CITY STD 3004..;4 . . . . . . . . . . . . . . . . 1 Eq @_INSTALL CITY OF FONTANA STD 3003 LOCAL DEPRESSION, CASE.A. . . . . . . . . . . . . . . . . . . 1 Eq >> ELECTRICAL POLE AND APPURENTANCE TO BE REMOVED AND INSTALLED UNDERGROUND.. .. ... 4 Eq 18 -RELOCATE TRAFFIC SIGN PER CIN STANDARDS . ......................................... 1 Eq @_ITEM TO BE RELOCATED PER PURVEYORS STANDARDS .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Eq 16 RELOCATE FIRE HYDRANT TO LOCATION APPROVED BY FIRE AND PURVEYOR.. ................ _ NA 17 SAWCUT AND REMOVE EX AC PAVEMENT AND ADJACENT CURB AND GUTTER. JOIN ... ............. 398 Lf PER TYPICAL SECTION, SHEEP 2. 18 PROTECT ITEM AS NOTED....................................j .... - NA 19 PROPOSED FIRE HYDRANT, SEE WATER PLANS.. ...................... 1 Eq 20 INSTALL 8" MIN ASPHALT PAVEMENT OVER 12- MIN OF 95% COMPACTED NATIVE IN . . . . . . . . . . . . . .4975 SF ACCORDANCE TO THE SOILS REPORT. @_GRIND AND OVERLAY 0.1' MIN AND 5' WIDE FROM EDGE OF SAWCUT.. . . . . . . . . . . . . . . . . . . . . . . .1990 SF 31 INSTALL 18" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.. . . . . . . . 323 LF 32 CONNECTION TO EXISTING STORM DRAIN UNE.. . . . . . . . . . . . . . . . . . . . . . . . . 1 Eq 33 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. N0. 3004.. .......... 1 Eq SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO �oWsS��9! cm YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE > .33520 a � CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 6/30/2012 PLANS TO BRING THEM INTO CONFORMANCE WITH o V� F CAL STANDARDS IN EFFECT. Prepared Under The Supervision Of : CITY OF FONTANA, CALIF0RNIA STREET IMPROVEMENT PLAN DRAWN BY: SCALE: DSK AS SHOWN DESIGNED BY: TITLE SHEET DATE: DSK / ? 5/20/10 IJDate _ fl CHECKED BY: APPRO ED BY: DRAWING NO.: I! I 6�� . VINCENT W SCARPATI P.E. 33520 p'_ J DA �. 4 878 1d VS (`TTY FN(,TNFFR R r F 9;119,9