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HomeMy WebLinkAbout6.2-630ENGINEER'S STA TEMENl: THESE PLANS ANO SPECIFICA TIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COWL Y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY.- ROBERT T. SWANSON R. C.E. 43032 (EXP. 03/3 1/1 8) APPROVED BY PUBLIC WORKS DIRECTOR NICOLAS FIDLER R. C.E. 61069 (EXP. 12/31/18) REVIEWED BK ASSISTANT PUBLIC WORKS DIRECTOR MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES 4" PVC SEWER 36 LF 8" PVC SEWER 687 LF MANHOLE 3 EA TIE-IN TO EXISTING SEWER 1 EA 6" PVC WATER MAIN 88 LF 8" PVC FIRE SERVICE 88 LF 6" GATE VALVE 1 EA 8" GATE VALVE 1 EA VAL VE BOX 2 EA METER BOX 2 EA 2" SERVICE 2 EA TIE-IN TO EXISTING WA TER 2 EA DA TE \,"Ll I-? � 17,7 � DA TE LAM /G OFF Sl SEWER PLANS t i .. M 9 � --- - --- -- -- --------- li ------ i � Mcmr ROAD N KEY MAP SCALE. 1"-200' UTILITY NOTE: NOT ALL UTILI TIES WERE L DCA TED ON THIS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN ON THESE PLANS OF FOR INFORMA TION OBTAINED FROM OUTSIDE SOURCES. THE CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO GROUND DISTURBANCE, A T LEAST 2 WORKING DA YS PRIOR TO COMMENCING CONSTRUCTION OR EXCA VA TION, TO VERIFY THE LOCATION ANO DEPTH ON ALL UNDERGROUND FACILITIES AND UTILI TIES. USA 1-800-642-2444 NOTE.• I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE - 326-3049 2. ALL MA TERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER TIFICA TE OF COMPLIANCE STA TING THA T THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HA VE BEEN MET B. C. BEGIN CURVE EC, END CURVE B.C.R. BEGIN CURB RETURN E. C. R. END CURB RETURN' FL FL0KINE CL CENTERLINE ELEV ELEVA TION Pl POINT OF INTERSECTION TC TOP OF: CURB EP EDGE OF PA VEMENT VI CINI TY MAP NO SCALE BASIS OF BEARINGS: THE BEARING OF N 89'08'14" W SHOWN FOR THE CENTERLINE OF MCKEE ROAD AND THE SOUTH BOUNDARY LINE OF TRACT 6006 - PHASE 2, FILED IN BK. 51 OF MAPS ON PG. 76, IN THE OFFICE OF THE KERN COUNTY RECORDER, WHICH LIES IN A PORTION OF SECTION 36, TOWNSHIP 30 SOUTH, RANGE 27 EAST M.D.B. & M., WAS USED AS THE BASIS OF BEARING FOR THIS PLAN. BENCHMARK: 3 INCH ALUMINUM DISK SET FLUSH IN CONCRETE, 0.2 MILES WEST OF H STREET 21.5 FEET NORTH OF THE CENTERLINE OF HOSKING ROAD, 3.0 FEET WEST OF THE EAST END OF THE PEDESTRIAN WALK WA Y. ELEVA TION = 375.00' (NA VD88 DA TUM) SHEET INDEX QQ COVER SHEET 20 DETAILS -NOTES 3Q MCKEE ROAD SEWER EXTENSION - - - - - - - EXISTING CENTERLINE --------- ---- EXISTING RIGHT-OF-WAY - - - - - - NEW RIGHT -OF -WA Y -------------- FUTURE RIGHT-OF-WAY -------------- SAWCUT LINE - - EXISTING CHAIN LINK FENCE ...................... :> ;..................................... EXISTING SEWER LINE ......................................... ,Yt;}......................................... EXISTING WA TER LINE ---.- --------- EXISTING OVERHEAD UTILITY LINE SS NEW SEWER LINE 6.2-630 CITY RECORDS N0: N �u SEWER NO TES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT, AND SUPERWISION NECESSARY TO COMPLETE INS TALLA TION. PVC PIPE 1. MA TERIALS - PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICA TION D-3034 FOR SDR35 PVC. PIPE ANO FI T77NGS SHALL BE HOMOGENEOUS THROUGHOUT ANO FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS, OR OTHER INJURIOUS DEFECTS. 2. JOINTS - USE ONL Y ELASTOMERIC GASKET JOINTS. THE ASSEMBL Y OF JOINTS SHALL BE IN ACCORDANCE WI TH THE MANUFACTURER'S RECOMMENDA TIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE ONLY COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. J. INSTALLATION - PIPE ANO FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICA TION 0-2321. ONL Y CLASS I AND JI EMBEDMENT MA TERIALS WILL BE CONSIDERED SUITABLE. SYSTEM TESTING 1. A PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND THE RECOMMENDA TIONS OF THE MANUFACTURER. MISCELLANEOUS 1. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LA 7FRAL CONNECTIONS. 2. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 3. WATER JETTING ANO FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION. 4. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED A T LEAST 2 WORKING DA YS BEFORE CONSTRUCTION. TELEPHONE (1-800-642-2444) 5. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WI THIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL ANO HORIZONTAL LOCA 77ON SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCA VA TIONS TO VERIFY THA T THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY, THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FI T77NGS, PIPE, OR EXCA VA TION THE CONTRACTOR SHALL BE COMPENSA TED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED, THE CON7PACTOR SHALL BE WHOLL Y RESPONSIBLE FOR ITS REPAIR. 6. CONTRACTOR SHALL VERIFY LOCA TIONS ANO ELEVA TIONS OF EXISTING SEWER ANO STORM DRAIN LINES THAT THE NEW SYSTEM 77ES INTO PRIOR TO TRENCHING ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO INA T ANY NECESSARY ADJUSTMENTS MA Y BE MADE. UTIL177ES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY THE CONTRACTOR PRIOR TO TRENCHING. CROSSING U77LI77ES SHALL BE DA PLIGHTED AND CHECKED FOR GRADE BY THE CONTRACTOR PRIOR TO 7RENCHING Cl TY OF BAKERSFIELD STANDARD PLA TES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA 7FST EDI77ON THEREOF, 10-26-89, UNLESS OTHERWISE N07ED) CITY STD NO. DESCRIP77ON ® ST -11 PA VEMENT PA TCHES PER 'PROPOSED" CITY STANDARDS - 2013 ® ST -12 TRENCH BACKFILL & COMPA077ON REQUIREMENTS ® SW -2 STANDARD MANHOLE, TYPE 'A" ® SW -6 FRAMES & COVER FOR MANHOLES & CLEANOUTS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST E0I770N, AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WA Y OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STA 7F OF CALIFORNIA, DEPARTMENT OF 7RANSPORTA TION STANDARD SPECIFICA TIONS, LA TEST EDITION THESE STANDARDS, DRA WINGS, AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRA CTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUC77ON. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISANG ACCEPTED STREET RIGHT -OF -WA Y. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WA Y AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE.• PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT OF -WA Y, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION SECTION 24 HOURS NOTICE; THE SECTION MA Y BE NOTIFIED A T (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DA TA, AND MEASUREMENTS A T THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING INC., MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS ANO CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORDING TO A VAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICA TION OF THE L OCA TION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCA VA TION (U. S A. - 1-800-642-2444). 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED, OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIREC70 BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR CON7RACTOR TO N077FY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MA 7FRIALS, TOOLS, EQUIPMENT, ANO SUPERVISION NECESSARY FOR A COMPLETE ANO FUNC77ONAL PRODUCT 10. ALL WORK WHICH IS DEFEC77VE IN ITS CONS 7PUC77ON OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICA77ONS SHALL BE REMEDIED, OR REMOVED ANO REPLACED BY THE CON 7PACTOR IN AN ACCEPTABLE MANNER, ANO NO COMPENSA77ON WILL BE ALLOWED FOR SUCH CORREC77ON. 11. THE CONTRACTOR AGREES THA T HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB S( 7F CONDITIONS DURING THE COURSE OF CONS 7RUC77ON OF THIS PROJECT,• INCLUDING EROSION, SEDIMENTATION, AND DUST CON7ROL PLAN, STORM WATER POLLU77ON PREVEN77ON PLAN IMPLEMENTA 770N, AND THE SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT SHALL APPL Y CON77N000SLY 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, EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 12. IF THE CON7PACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICA77ONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN IN7ERPRETA77ON OR A CORRE077ON THEREOF, PRIOR TO COMMENCING CONSNUC77ON. 13. SWANSON ENGINEERING INC., MLL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO (NESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC. 14. COMPAC77ON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER ANO LOCA 77ON OF REQUIRED 7Z -STS SHALL BE DE7FRMINED BY THE CITY ENGINEER. 15. ANY I7EMS IN PUBLIC RIGHT -OF -WA Y INA T ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 6.2-630 CITY RECORDS N0: 0 O O o w SEE STREET PLANS TITLED. 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FL EP 11 ' IVAR 18' -- 1MIN VAR. ,352 ,351 350 349 348 347 .346 345 344 343 342 341 340 339 338 337 NOTE: VERIFY EXlS11NG LOCATION AND L." yrl ,,. THE RaD PRIOR TO COMMENGYNG CONSTRUCTION AND NOTIFY THE ENGINER OF ANY DISCRETAKYES B"A 116W SHOWN PER TRACT 5947 SEWER PLANS EX. Sl! -c 11111h EX. CUR -51 & vv EX. GROUND AER MAIN A MCKEE ROAD SECTION 3 NOT TO SCALE NOTE.' ALL STA TION/NG IS BASED ON CENTERLINE OF MCKEE ROAD UNLESS OTHERWISE NOTED. PROFILE LENGTHS ARE ALONG PIPE. N SCALE: 1" = 40' An Mn n An on SEWER MAIN PROFILE SCALE HORIZONTAL - 1 " = 40' VERTICAL - 7" = 2' 6.2-630 CITY RECORDS NO: 352 351 350 349 348 347 346 345 344 343 342 ..341 340 339 338 337 imii \II