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HomeMy WebLinkAbout4077-4 CONSTRUCTION NOTES & QUANTITIES CITY OF FONTANA CITY OF FONTANA ITEM DESCRIPTION QTY GENERAL NOTES GENERAL NOTES (CONT'D) 0 CONSTRUCT 8" PCC (3750 PSI) PAVING WITH #4 REBARS AT 12" O.C. EA. WAY OVER 4" MIN 20151 S,F, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CLASS II BASE OVER 12" MIN NATIVE MATERIAL COMPACTED TO 95% FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF COYOTE CANYON ROAD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. ©l CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003, OR MONOLITHIC FLOWLINE 252 L.F. BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 0 CONSTRUCT 6" CURB PER STD. PLAN NO. 1003 613 L.F. LATEST EDITION UNLESS OTHERWISE NOTED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES 0 CONSTRUCT WALKWAYS PER 2001 CBC, CHAPTERS 10 & 116 6185 S.F. ALL WORK SHALL ALSO COMPLY WITH THE 2001 CBC. FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES © REMOVE EXISTING CURB AND GUTTER, INCL. SAWCUT 178 L.F. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT ENTERING OR LEAVING IMPROVEMENTS. 0 CONSTRUCT 3' WIDE BY 8" THICK PCC RIBBON GUTTER, SEE DETAIL C-C, OR MONOUTHIC F.L. LUMP SUM DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONSQ CONSTRUCT 4' WIDE DRAIN CHANNEL/INLET STRUCTURE, SEE DETAIL A-A LUMP SUM PROVISIONS IN THE "GREEN BOOK," THE CONTRACTOR SHALL IMMEDIATELY SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM Or REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. TO THE CITY OF FONTANA STANDARD DETAILS. 0 CONSTRUCT 4' WIDE BY 6" THICK PCC RIBBON GUTTER, SEE DETAIL B-B 146 L.F. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE Q CONSTRUCT DRAIN STRUCTURE, STD. 124A, SIZE 3 RECTANGULAR PIPE, INCL. R&R CURB 1 EACH CITY ENGINEER. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR REMOVE SIDEWALK LUMP SUM \ SITF AND FINISH TO MATCH EXISTING CONCRETE. c�O \ 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF �� RELOCATE EX. STREET LIGHT LUMP SUM OP 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE 42- FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION CURB AT THE LOCATION OF THE SEWER LATERAL. ® WQMP GRASSLINED SWALES AND ROCKLINING OF BASIN LUMP SUM gyp* '<</ AND THE BUILDING AND SAFETY DEPARTMENT, 13 CONSTRUCT DRAIN STRUCTURE, STD. 124, INCL. R&R CURB 1 EACH Cr• • ,<Q' PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING CLEAR ANF GRUB, ABANDON EX. WATERLINE, JUNK REMOVAL LUMP SUM REQUESED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. NO SCALE CY'� �� WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) FOR ADA SIGNAGE, SEE SHEET A1.1, NOTES 13, 14. AND 15 OJ? ,`� 350-7610. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND \\ 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, APPROVED PRIOR TO PAVING OF STREETS. EARTHWORK METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS PAVEMENT PRIOR TO PLACEMENT. ITEM DESCRIPTION QTY OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 1 CUT/COMPACTED FILL COMPLETE IN PLACE LUMP SUM 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO BEECH 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS OVER EXCAVATION UNDER BUILDING = 3° MIN. BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. OVER EXCAVATION UNDER PAVING = 1' MIN TIMES. SUBSIDENCE = 0.05° 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL SHRINKAGE 5% TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR NOTE: APPROVAL UPON COMPLETION OF ROUGH GRADING. THE CONTRACTOR SHALL DO HIS OWN ESTIMATED QUANTITIES OF EARTHWORK AND IT SHALL CONSIST OF FILL, EXCAVATION, EXPORT, IMPORT, SUBSIDENCE, SHRINKAGE, AND OVEREXCAVATION. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON PARKING REQUIREMENTS: OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE COMPLETION OF PAVING. \ TA \ A DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES 12 REQUIRED SPACES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL 13 FURNISHED SPACES EXISTS FOR GROUND MOVEMENT. SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO ONE ADA SPACE, VAN ACCESSIBLE VICINITY MAPTHE SATISFACTION OF THE CITY TRAFFIC ENGINEER, 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF FOR TYPICAL STALL STRIPING DETAIL, SEE ARCH. PLANS. WAY WITHOUT OBTAINING SEPARATE PERMIT FOR THAT PURPOSE. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. THE WATER QUALITY MANAGEMENT PLAN AS PREPARED BY: PONDEROSA ENGINEERING AND ENVIRONMENTAL AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF FOR FIRE STATION NO. 79 OF THE CITY OF FONTANA, SHALL, BE COMPLIED HEREWITH. THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE THE REPORT IS DATED 04-29-2005. ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL ENGINEER. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 37. BUILDER/DEVELOPER SHALL PROVIDE THE BUILDING INSPECTOR WITH A FINAL THE S.W.P.P.P. (STORM WATER POLUTION PREVENTION PLAN) AS PREPARED BY: PONDEROSA ENGINEERING PRECISE GRADING CERTIFICATE FROM THE ENGINEER OF RECORD PRIOR TO AND ENVIRONMENTAL FOR FIRE STATION NO. 79 OF THE CITY OF FONTANA, SHALL BE COMPLIED HEREWITH. 48" 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY BUILDING FINAL INSPECTION. THE REPORT IS DATED 05-05-2005. COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, = 16" CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 38. ARCHITECT/OWNER HAVE THE RESPONSIBILITY TO COMPLY WITH ADA LEGEND AND ABBREVIATIONS: �. - RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. REQUIREMENTS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TC TOP OF CURB - .-. . .--. . .-- - .-- -. . .-- - -- TO.: : WORK AROUND THEIR FACILITIES. FS FINISH SURFACE NG NATURAL GRADE 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER ON SITE WALKS, WAYS, SIDEWALKS, AND RAMPS SHALL BE CONSTRUCTED PER CHAPTER 10 FL FLOW LINE DETAIL A-A MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR AND 11B OF THE 2001 CBC. % PERCENT SLOPE PCC CHANNEL SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE ALL ENTRANCES, EXITS, AND AISLES SHALL BE CLEARLY MARKED WITH ARROWS PAINTED ON FF FINISH FLOOR ELEV. " " OPERATION AND WATER REQUIREMENTS. THE PARKING LOT SURFACES AND/OR WITH APPROPRIATE SIGNAGE. [1127B, 2001 CBC] PAD ROUGH PAD ELEVATION SCALE 1 =1 -0 PRIMARY PUBLIC ENTRANCE AND EVERY MAJOR JUNCTION ALONG OR LEADING TO AN MAX MAXIMUM 13. CURVE DATA REFERS TO THE FACE OF CURB. ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL MIN MINIMUM SYMBOL OF ACCESSIBILITY. [1127B-3, 11276.5, AND 1127B.5.9] RET. WALL RETAINING WALL 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE SEE ARCHITECT'S PLANS FOR DETAILS. GR.BRK. GRADE BREAK OTHERWISE NOTED. s R RADIUS ARCH ALL ARCHITECTS PLANS 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE C&G CURB AND GUTTER 48" ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE ST. LITE STREET LIGHT 24" 24" PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ECR END CURB RETURN PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING , BCR BEGIN CURB RETURN 1%MIN _ j-1.5" _ 1%MIN DURING CONSTRUCTION. PRIVATE ENGINEERS NOTICE CF CURB FACE .• :: .• .:: • .•: TO CONTRACTORS . 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, •':'- . • :• '. • :• '. . '. • MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND - CITY ENGINEER. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCT 8" PCC (3750 PSI) PAVING WITH #4 REBARS AT 12" O.C. EA. WAY OVER 4" MIN COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY CLASS II BASE OVER 12" MIN NATIVE MATERIAL COMPACTED TO 95% 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL DETAIL B-B BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, •• •-• 6" PCC RIBBON GUTTER MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS AREA OF PROPERTY=87161 S.F. SCALE 1"=1°-0" CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO WITH HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE INDEX OF SHEETS MONUMENT. AGENCY OR THE ENGINEER. SHEET DESCRIPTION 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 1 of 5 TITLE SHEET BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED UNDERGROUND UTILITIES Sc STRUCTURES 2 of 5 PRECISE GRADING PLAN AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR VEHICLES. STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH 3 of 5 DIMENSION PLAN 36" OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE 4 of 5 SECTIONS 18" 18" 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. 1 5" OF DUST CONTROL, INCLUDING ADEQUATEWATERING, AT ALL TIMES. TME CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY 5 of 5 S.W.P.P.P. PLAN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE 8' PCC 03 •: '::'•r' , •• a3 8' PCC FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR WIND VELOCITIES EXCEED 25 MILES PER HOUR. STRUCTURES. /77; ..777' THE EARTHWORK SHALL CONFORM TO THE PRELIMINARY GEOTECHNICAL INVESTIGATION FOR THE 4' SOILL. II A.B./COMPACTED NATIVE GROUND 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, PROPOSED FONTANA FIRE STATION, PER SOILS INVESTIGATION PER REPORT SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE BY: INLAND FOUNDATION ENGINEERING, INC., PROJECT NO. S168-108, DATED 12-03-04 NOTE: THE PREFERRED METHOD IS TO CONSTRUCT A MONOLITHIC FLOWLINE, MATCH REBARS ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR WRITTEN APPROVAL. USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN DETAIL C-C WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE APPROVED BY SOIL ENGINEER: 8" PCC (3750 PSI) RIBBON GUTTER/4"AB CL II 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF PLANS." SCALE 1"=1°-0" THE CITY INSPECTOR. APPROVED BY: DATE: BENCH MARK: S REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT UNDERGROUND SERVICE ALERT •�. A. J . FR I C K, CIVIL ENGINEER ® MOVED STD 124A DRAIN / RIBBON GUTTER 11-o9-os AJF S0. CALIFORNIA 1992 RANCHO CUCAMONGA, SHOULD CONSTRUCTION OF THE REQUIRED �� vL� F . e��; 41581 JOHNSTON AVENUE FIRESTATION NO. 79 NEAR THEE. AT EION OT SUMMIT AVE. AND it*� CALL: TOLL FREE MEARSVOFETHE DATE OF" APPROVAL WITHIN HOWNO �, �i cA,µ AS-BUILT GRADING I N G P LAN CHERRY AVE. AT THE SOUTHWEST CORNER OF HEMET, CALIFORNIA 92544SCALE: AS SHOWN CHERRY AVE. AND SUMMIT AVE., 101 FEET 1-800-227-2600 HEREON AND CARRIED FORTH IN A DILIGENT o .9. , , (951) 925-2504 DATE: WEST OF THE CENTERLINE OF CHERRY AVE. MANNER, THE CITY ENGINEER MAY REQUIRE �: 'j TITLE SHEET AND 37 FEET SOUTH OF THE CENTERLINE OF 1 REVISIONS TO THE PLANS TO BRING THEM \ Cir.- �Q' ^' SUMMIT AVE. SET FLUSH ON THE NORTHWEST �� APPROVED BY: CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 INTO CONFORMANCE WITH CONDITIONS AND % OF CA���w PREPARED R.C.E. N0. 19128, EXP. 9-30-07 DRAWING NO. FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. 4)-30-01 MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". DATE `_�Z D� CITY ENGINEER R.C.E. 51 152 DATE: 5 NAVD 88 - 1508.56 (FEET) TWO WORKING DAYS BEFORE YOU DIG . PR 1.1/4.4 10 (71 k3= 40-11 4 oro t'