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Home My WebLink About4158-1SEWER IMPROVEMENT PLANS TRACT NO. 17881 CITY OF FONTANA, CALIFORNIA 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF' BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V,C.P) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO At -LOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY. THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH lliE PROPOSED IMPROVEMENTS, 'THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 1-0 PAVING OF STREETS. 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR 'TO PLACEMENT.. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING. STRIPING. BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF' THE CITY TRAFFIC ENGINEER. 38 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO 'THE CITY ENGINEER. APN# 0190-061-19 VACANT LAND co cl> -4-m 4k: :i m ft: cl: -t4 -1�e KEY MAR 0 co C� I CD c� -4� CITY OFFONTANA UTILITY NOTIFICATION LIST: THE GAS COMPANY ATTN: JOE SALIS 16231 VALLEY BLVD. (909) 428-8411 EMERGENCIES SO. CALIFORNIA EDISON COMPANY (909) 820-5621 — PLANNING FONTANA WATER ATTN. BILL VANDERKEIFT, JR. 8440 NUEVO AVENUE FONTANA, CA 92335 UNDERGROUND SERVICE ALERT (800)227--2600 PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 re) m I C.) Lo C) LEGEND:, RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: B.W. DURING CONSTRUCTION. ------- CATCH BASIN Cl, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONuMENT TIES OR BENCH SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: EDGE PAVEMENT MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. TO THE BEST OF OUT KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, THOSE SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED 1-0 TAKE DUE FINISH SURFACE MONUMENT TIES AND BENCH MARKS, SHALL. BE DONE BY A REGISTERED CIVIL ENGINEER OR PRECAUTIONARY MEASURES TO PRoTECT THE UTILITY LINES SHOWN ON THESE H.P. LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONDS— INVERT CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK SUITABILITY FOR 'THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT & F. PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER SHOWN ON THESE DRAWINGS. PAVEMENT REPLACEMENT OF THE MONUMENT. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-- 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. ABILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION TOP OF" CURB A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL, TIMES IN THE CONSTRUCTION AREA FOR OF THIS PROJECT: INCLUDING SAFETY OF' ALL PERSONS AND PROPERTY: THAT RESIDENTS AND EMERGENCY VEHICLES. THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: PROPOSED RIGHT OF WAY AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, INCLUDING ADEQUATE WATERING, AT ALL TIMES. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT --OF —WAY DURING ENGINEER. CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. CONTRACTOR SHOULD VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 20 NO TRENCH BACKFILL SHALL 'FAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. CONSTRUCTION NOTES AND QUANTITIES: 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTON. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE 10 CONSTRUCT EXTRA STRENGTH 4" V.C.P. SEWER 30 [— F. SPECIFIED DENSITY IS OBTAINED. LATERAL PER CITY OF FONTANA STD. #125 C2) CONSTRUCT EXTRA STRENGTH 8" Vcp 508 L.F. 09 , , ("ARF 0,H01 H F) RF TAKFNI TO PRF\/FNT rRAD.Fq. DITCHP;- AND SWAIF -1; FROM UNDFRMINING STREET APN# 0190-061-19 VACANT LAND co cl> -4-m 4k: :i m ft: cl: -t4 -1�e KEY MAR 0 co C� I CD c� -4� CITY OFFONTANA UTILITY NOTIFICATION LIST: THE GAS COMPANY ATTN: JOE SALIS 16231 VALLEY BLVD. (909) 428-8411 EMERGENCIES SO. CALIFORNIA EDISON COMPANY (909) 820-5621 — PLANNING FONTANA WATER ATTN. BILL VANDERKEIFT, JR. 8440 NUEVO AVENUE FONTANA, CA 92335 UNDERGROUND SERVICE ALERT (800)227--2600 PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 re) m I C.) Lo C) LEGEND:, A. C. ASPHALT CONCRETE B.W. BACK SIDEWALK C. B. CATCH BASIN Cl, CENTERLINE E.C. END CURVE E.P. EDGE PAVEMENT E.G. EDGE GRADE F. L. FLOW LINE F.S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT L. F. LINEAL FEET & F. SQUARE FEET PAVT, PAVEMENT EXIST EXISTING R/W RIGHT OF WAY 1'. C. TOP OF" CURB CENTERLINE EX RIGHT OF WAY PROPOSED RIGHT OF WAY m DEVE LOPE R/OWN ER: