Loading...
HomeMy WebLinkAbout3010-1STREET IMPROVEMENTS NOTES: 1. DEALL 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, 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 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 DIVISION 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 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 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 PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WAND 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. OWNER ETCO COMMUNITIES ' 540 WESTMINSTER MALL WESTMINSTER, CA 92683 a; TEL: (714)379-3279 W c ©� Civil Engineering Land Surveying Land Planning 8175 EAST KAISER BOULEVARD ANAHEIM HILLS, CA 92808 (714) 685-6860 CONSTRUCTION DRAWINGS FOR THE CITY OF FONTANA ME [all IM9 [ME lilly-j- U" I&W %"y -IN JIL091L 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. 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 AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS% "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON -METRIC EDITION. 4. 24 HOURS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL POINTS OR "CAT -TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 7. STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL MATCH CITY OF FONTANA STANDARD STENCILS EXACTLY. 8. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT p�1F� 12 , 4 13 15 r 16 17 29 <ti 18 N11, N�ll / 19 UTILITY PURVEYORS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 357-6221 CONTACT. JOHN RUSSELL GAS SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8411 CONTACT. GREG GASPER WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA, 92334 (909) 822-2201 20 1 21 SEWER �9 7 6 �1 5 28 4 27 26 y� 3 F 5.5' WIDE SIDEWALK THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE MARKS CABLEMSION RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 4240 HALLMARK PARKWAY ' 4. 15' 4 SAN BERNARDINO, CA 92407 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE (909) 880-0220 CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE CONTACT. JOE DEARMAN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 26,400 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, VERIZON CALIFORNIA. INC. EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE 13911 PARK AVENUE Q OWNER OR THE ENGINEER. SUITE 200 `i R "GORID RAW' SI, VICTORVILLE, CA 92392-2407 LF (760) 245-0846 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CONTACT: IVAN ROBIDOUX CONSTRUCTION NOTES 8c QUANTITIES: SUMMIT AVENUE_-� CITY OF FONTANA STD. NO. 1015 AND PER DETAIL SHEET 1 4' CLR. CURB FACE STREET LIGHT, N O K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- 5 MAIL BOX K16-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. OCONSTRUCT ETC. 2950 SF w STD. PLAN 102 X-2.5' SIDEWALK DEI&LL_(�) NOT USED 1 U 1= O NOT USED 1 N.T.S. ® < z EA OCONST. 30' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA 2 EA STD. NO 1006 (INCLUDES HANDICAP RAMP & SIDEWALK LANDING) J 10 CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 (W=8') 875 SF 11 TI=5.5 MA"NGALE WAY NOT TO SCALE TYPICAL SECTIONS HIGHLAND I AVENUE VICINITY MAP N.T.S. INDEX OF DRAWINGS SHEET NO. DEScwTlON 1 TITLE SHEET 2 MARTINGALE WAY 3 BRIDLEPATH DRIVE 22 23 a 25 2 UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 1 STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF 24 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 RSV OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. SHEET 3 "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 INDEX MAP MUST BE APPROVED BY THE PREPARER OF THESE PLANS." SCALEi 1'=100' CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER f DEVELOPER ETCO COMMUNITIES 540 WESTMINSTER MALL WESTMINSTER, CA 92683 (714) 379-3279 ADELPHIA COMMUNICATIONS 1260 DUPONT STREET ONTARIO, CA 91761 (909) 390-4738 CONTACT: LENS MCDONALD CONSTRUCTION SITE BENCHMARK: ELEV. 1534.50 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N.E. CABRIDLEPATH DR. 36 FT. N. W. C/L CHERRY AVE. BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S -LY. SIDE OF BASELINE 220' ELY. OF CHERRY AVE. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918 588-3397 909 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST ONE HALF OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. BEING N89'50'00"E PER TRACT NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. LEGAL DESCRIPTION: LOT 5 OF TRACT NO. 13750 IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA, PER AMENDING MAP RECORDED BOOK 250, PAGES 48 TO 66, INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1 'RECORD DRAWINGS wk) • COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALo wit SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 431 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 03-31904 s' CiV1�- BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9TFOF C\F�� STANDARDS IN EFFECT. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE MARKS CABLEMSION RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 4240 HALLMARK PARKWAY AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY SAN BERNARDINO, CA 92407 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE (909) 880-0220 CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE CONTACT. JOE DEARMAN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 26,400 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, VERIZON CALIFORNIA. INC. EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE 13911 PARK AVENUE Q OWNER OR THE ENGINEER. SUITE 200 `i R "GORID RAW' SI, VICTORVILLE, CA 92392-2407 LF (760) 245-0846 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER CONTACT: IVAN ROBIDOUX CONSTRUCTION NOTES 8c QUANTITIES: WI LTEL. INC. CITY OF FONTANA STD. NO. 1015 AND PER DETAIL SHEET 1 FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 918 588-3397 909 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY BASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST ONE HALF OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. BEING N89'50'00"E PER TRACT NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. LEGAL DESCRIPTION: LOT 5 OF TRACT NO. 13750 IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA, PER AMENDING MAP RECORDED BOOK 250, PAGES 48 TO 66, INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 1 'RECORD DRAWINGS wk) • COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALo wit SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 431 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 03-31904 s' CiV1�- BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9TFOF C\F�� STANDARDS IN EFFECT. Prepared Under The Supervision Of (.Xj 01- • R.C.E. 43179 EAP 3-31-04 Date :111-4101 CIN OF FONTANA, CALIFORNIA STREET NPROVEM39T PLANS DRAWN BY: TMC TITLE SHEET DESIGNED BY.TRAir-orNO. 16112 SS CHECKED BY• -0 BY: WWW R4 CITY ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: 07-11-01 DRAVNNG NO.: 3010 QUANTITY ITEM DESCRIPTION UNIT TRACT NO. 16112 OCONST. 4" MIN. AC OVER 12" OF 959. COMPACTED NATIVE, 26,400 SF SEE GENERAL NOTES NO. 31 & 32 SHEET 1 O2 CONST. 6"CF PCC CURB & GUTTER PER CITY OF FONTANA STD. NO 1003 1,350 LF OCONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER 4.850 SF CITY OF FONTANA STD. NO. 1015 AND PER DETAIL SHEET 1 STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING O K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS- 5 EA K16-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE. OCONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA 2950 SF STD. PLAN 102 X-2.5' © NOT USED 1 EA O NOT USED 1 LS ® SAWCUT AND REMOVE THE EXIST AC PAVING 2' FROM THE NEW GUTTER 1 EA OCONST. 30' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA 2 EA STD. NO 1006 (INCLUDES HANDICAP RAMP & SIDEWALK LANDING) 10 CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 (W=8') 875 SF 11 SAWCUT AND REMOVE EXISTING SIDEWALK AND C&G 1,382 SF Prepared Under The Supervision Of (.Xj 01- • R.C.E. 43179 EAP 3-31-04 Date :111-4101 CIN OF FONTANA, CALIFORNIA STREET NPROVEM39T PLANS DRAWN BY: TMC TITLE SHEET DESIGNED BY.TRAir-orNO. 16112 SS CHECKED BY• -0 BY: WWW R4 CITY ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: 07-11-01 DRAVNNG NO.: 3010