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HomeMy WebLinkAbout1.2-7141 PH2 RECORD DRAWINGSSEWER IMRPOVEMENT PLANS PANORAMA TRACT 7141 PHASE T( N CITY OF BAKERSFIELD, KERN COUNTY CALIFORNIA 'AR AVEN sJe N. T.S. PROJECT SITE 178 HIG M 0 RNI NGSTA R AV ENU E VCNITY MAP EXST.- EX7S SWER STORM DRAN TRACT 7141 PHASE 1 WDID NtJMBER EXST. EXIST 5F15C396 '54 CLEANOUT CLEANOUT BENCHMARK TOP CONC. MONUMENT CENTERLINE IN TERSECTON PANORAMA DRIVE 30 AND THORNER PER CITY BM BOOK, ELEV=819.32' (USGS DATUM) N S PECIALpRO OWNE NTRACTOR: LEGAL DESCRIptION: SCALE: 1*=80' g' SEWER F P2X BE RESPONSTQLE BEING A SUBDYVISION OF A PORTION OF THE SOUTH HALF OF THE SOUTHWEST OF THESE ARE NOT RECOMMENDED. ANY ERRORS ON THESE PLANS. QUARTER OF SECTION 18. T. 29 S., R. 29 E., M.D.M. 51 32 25 50 100 OR SHALL BE REPORTED IMMEDIA JELY TO SAN JOAQUIN ENGINEERING. AREA = PRE-CONSTRUCNION CONF'ERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT TOTAL NUMBER OF LOTS = 52 THE CONS TRUC NION J26-3049 AT LEAST 10 J26 - - 3106 OR START OF TION TO SET UP AN MORKING DAYS PRIOR TO MHE QWNER/DEVELOPER APPOINTMENT FOR THE PRE-CONSTRUCTION CONFERENCE. [GI HOMES - - CAL LLC ALL UNLITY SHOWN ARE APPROXIMATE AND ARE SHOWN FOR INF ORMA TION 495 E RINCON ST., SUITE 101 ONL Y. CON TRACTOR SHALL CALL USA AT 811 AND VERIFY UTIUTY LOCATIONS 48 HOURS D CORONA, CA 92879 PROPOSED 8* SEW PRIOR TO CONSTRUC (661) 367-0734 49 34 E BASIS OF BEARING THE BEARING OF N 00108'17* E WHICH IS THE WEST LINE OF THE SOUTHWEST QUAR TER OF SECTION 18. - R. 29 E., AS SHOWN OV RECORD OF 6, PAGE 46 WAS USED AS SURVEY RECORDED IN RECORD OF SURVEY 48 35 26 THE BASIS OF BEARING FOR THIS MAP. INDEX 25 SHEET NO DESCRIPTION 6 (Q CD ( MATERLALSLIST COVER SHEET ESTIMATED QUANTITIES, NOT TO BE NOTES AND TYPICAL SECTIONS USED FOR BIDDING PURPOSES ] TEM TEM QTY. PLAN AND PROFILE: BEAVERHEAD AVENUE 8' PVC SEWE 1&XC75 LF PVC SEWER 1805 LF 578 LP 6' PVC SEWE PVC SEWER T LF PLAN AND PROFILE: CHLJKCHANSI A VENUE PVC SEWER 1728 UF PVC SEWER 728 23 8 PLAN AND PROFILE: SETH ALEXANDER WAY SEWER MANHGXLES EA MANHOLES EA k 0g REMOVE CLEANOUT & NE 2 EA EXISTING SEWER CLEANOUI 2 EA ENGINEER'SSTATEMENT 22 9 <1 THESE PLANS AND SPECFICA TIONS WERE PREF PARED BY ME OR UNDER MY AND PROPOSED 6* SEMER TO THE BEST OF MY KNOWLEDGE AND BEUEF, COMPLY W TH THE CITY OF BAKERSFTELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQLJIREMENTS OF THE ADVISORY AGENCY OR OTHER REVEW BOARD. ANY ERRORS, 40 21 43 10 OMISSIONS, OR VIOLA TONS OF THOSE OROIN,ANGES STANDARDS, AND DESIGN CRITERIA AQ O ENCOLINTERED DURING CONS SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE ATY ENGINEER. SSWH /3 LEGEND 20 42 41 l1 PROPOSED SEWER MAIN SSMH /2 - SEWER MANHOLE NUMBER BRETT DA WSON R.GE. 54058 EXP. 12/31/23 DATE CO /2 SEWER CLEAN OUT NUMBER PROPOSED SEWER MANHOLE MMH TOP OF MANHOLE ELEV. UA SSMH /7 SSWH TCO PROPOSED SEWER CLEANOUT TOP OF CLEAN OUT ELEV. INV INVERT PROPOSED 8* SEWER PROPOSED 6 PROPOSED EXISTING SEWER MAIN FLOW DIRECTION A L' ex 'a ND ER T REVIEWED BY; CO 1- T WA CWS CALIFORNVA WATER SERVICE ET H EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT NOTE: ALL STAIONING IS ALONG CENTERLINE 2} UNLE'SS OTHERWISE 19 EXISTING STORM DRAIN MANHOLE LUIS A TOPETE - - ASSYSTANT PUBLIC WORKS DIRECTOR 2 DATE R.CE. 67236 APPROVED TRACT GREGG R. STRAKALUSE - - PUBLIC WORKS DIRECTOR DA TE R.G.E. 58663 KEY MAP RECORD DRAWING Underground Servce Aler OF CAL 11 CALL TOLL FREE Ph> 4 City Records N City Records No. N CD & R D N G 3 RR RR % 88 R a .8 s 8 8 R A R 8 a B R ! ss RR s g ag E R R R: ;; Q R % Q ST & RR A s R RR 3 3 A RR R $ RR RR RR s$ R 3x 8 8S 8 R& 3 sg t Q * s8 8 g& ? R Sg # 3 Po g 9 A 9R S S & A% A1 8 S 8 s9 5 2 8 R R 9 Q4 D r8 x R 28 88 RR & RR R R s * s x CR g g 5 RR Sg 3 3 R R gs R Ax 8R RR s 3 % 3 A g! % ; 3 2 R * 8 Q 8Sz 38 s 8 SR8 a8 3 9 2 3 # & 3 R R MH 3 g 9 R # A # 3 R R R R # $ # 8 > R 9 9 3 R s R R $ 8 A 8 9g R R R # 8 8 9 R B A R 3 3 % R Sg a8 q ta z T 9 GINEERIN SEWER IMPROVEMENT PLANS Civil Engineering & Land Develop TRACT 7141-2 cX 03306 STINE ROAD SUTTE #175 BAKERS NOTES AND DETAILS t( ONe/FAX; (661)338-097 BDAWSON@SJE2IN MORNINGSTAR AVENUE I SEE TR. 7141 PH. 1 IMP. PLANS MORNINGSTAR AVENUE SEE TR. 7141 PH. 1 IMP. PLANS EXISTING SSMH 10+05.00 - - 5' R. g. + S PHASE BOUNDARY E BOUNDA R PHASE 1 11+14.01 11+14.01 REMOVE EXIST. SEWER C.O. BEGIN SEWER CONST. TIE INTO EXIST. SEWER BEGIN SEWER CONSTRUCTION 11+24.01 - - 5' R. 5' R. 11+24.01 + 8 o% CONSTRUCT SSMH #1 CONST. SSMH #1 1J+32.58 - - 5' R. 13+32.58 - - 5' R. A + 8 o9 o' p . Tu S s 8 3 CONSTRUCT SSMH #2 CONST. SSMH #2 16+60.35 - - 5' R. 16+60.35 - - 5' R. + 8 CONSTRUCT SSMH #3 + 19+03.45 - - 5' R. 19+03.45 - - 5' R. A 5 ov T 8 58 9 SANJOAQUIN ENGIN BERING, INC. DATE EWER IMPROVEMENT PLANS Civil Development Services TRACT 7141 PH. 2 SUITE #175 BAKERSFIELD, CA BEAVER PHONE/'FAX (88 )336-0977 EMAIL: BDAWSON@S.JE2INC, MORNINGSTARAVENUE SEE TR. 7141 PH. 1 IMP. PLANS MORNINGSTAR AVENUE SEE TR. 7141 PH. 1 IMP. PLANS t EXISTING SSMH + S 10+05.00 - - 5' R. e5 : 1 PHASE B& PHASE BOUNDARY PHASE 1 PHASE BC DUNDARY 11+14.01 11+14.01 BEGIN SEWER CONST, REMOVE EXIST. SEWER C.O. 11+19.02 - - 5' R. BEGIN SEWER CONSTRUCTION 11+19.02 - - 5' R. o% + S S 3 N 3 CONSTRUCT SSMH #4 CONST. SSMH #4 13+32.68 - - 5' R. 13+32.68 - - 5' R. A + ) S o' o' Tu s 7 + SS S CONST. SSMH #5 CONSTRUCT SSMH #5 5' R. 16+60.28 - - 5' R. & 7+52.71 oq 19+01.05 + S CONSTRUCT SSMH #7 19+88.02R T CONST. SSMH #7 19+88.02 - - 5' R. S (n 8 8 A SAN JOAQUINENGINEERING, INc. SEWER IMPROVEMENT PLANS Civil DevelopmentServi ces TRACT 7141 PHASE 2 NEY STINE ROAD, SUITE #175 BAKERSFIBLD CHUKCHANSI AVENUE 1)338-0977 EMAIL: BDAWSON@SJE2INC. [T1 e CONST. N 5' R. 15+53.48 IMPROVEMENVTS + .09 8 BE CONSTRUCTED WITH PHASE 2 PHASE BQUNDAR 16+40.18 PHASE 2 + CONST. SSMH #6 CONSTRUCT SSMH #6 17+23.48 - - 5' R. 17+23.48 - - 5' R. ) t og t + $ s td 20 20] + 88 CONSTRUCT SSMH #7 21+23.48 - 5' R. CONST. SSMH #7 21+23.48 - 5' R. t g tN CONSTRUCT c.0. #2 22+83.43 - 5' R. CONST. C.0. #2 22+83.43 - 5' R. S TRACT BOJNDARY 23+18.63 TRACT 6383 PHASE 3 2g 8 G DATE SAN JOAQUIN EINGINEERING, INC. DATE REVSIONS SEWER IMPROVEMENT PLANS Civil Engineering4 LandDevelopment Services TRACT 7141 PHASE 2 NEW STINE ROAD, SUITE #175 BAKERSFTELD SETH ALEXANDER WAY PHONE/FAX: (66: 1)338-0977 EMAIL: JE2INC.NET