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HomeMy WebLinkAbout6.2-629ENGINEER'S STA TEMEN7: THESE PLANS AND SPECIFICA TIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, ANO TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPL Y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER RENEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLA TIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SNAIL BE CORRECTED, AND SUCH CORRECTION REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY- ROBERT T SWANSON R.C.E. 43032 (EXP. 03/31 /18) APPROVED BY- PUBLIC WORKS DI REC TOR NICOLAS FIDLER R. C.E. 61069 (EXP. 12/31 f 18) REVIEWED BY- ASSISTANT PUBLIC WORKS DIRECTOR IL 9 DO W__ -N-ING AVE AND COFFEE ROAD DATE NOTE.- 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN A T LEAST 24 HOURS NOTICE. THE SECTION MA Y BE NOTIFIED A T (661) 326-3049. 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVEL OPER/SUBDI VIDER/CONTRA CTOR. THE NUMBER AND 10 CA TION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, 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 TE OF CALIFORNIA, DEPARTMENT OF IRA NSPOP TA TION STANDARD SPECIFICA TIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS, ANO DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WA Y. UNLESS SECURED BY A SUBDI14SION AGREEMENT, SECURITY BASED ON AN APPRO VED ENGINEERS ESTIMA TE FOR THE WORK PERFORMED WI THIN THE STREET RIGHT -OF- WA Y AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT 4. 24 HOUR NO TICE- PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WA Y, THE CONTRACTOR SHALL GIDE THE CITY CONSTRUCTION INSPECTION SECTION 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED A T (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA, AND MEASUREMENTS AT 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 AND 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 LOCA TION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED A T LEAST TWO WORKING DA YS PRIOR TO ANY CONSTRUCTION OR EXCA VA TION (U. S.A. - 1-800-227-2600). 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED, UNDERCUT BY CONTRACTOR'S OPERA TIONS, OR DO NOT MEET CURRENT CITY OF BAKERSFIELD STANDARDS SHALL BE REPAIRED OR REPLACED A T THE CONTRACTOR'S EXPENSE, AS DIRECTED 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 CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MA TERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNC77ONAL PRODUCT. 10. ALL WORK WHICH IS DEFEC77VE IN ITS CONSTRUCTION OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICA TIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSA TION WILL BE ALL OWED FOR SUCH CORRECTION. 11. THE CONTRACTOR AGREES THA T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SI TE CONDI77ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCL UDING EROSION, SEDIMENTA TION, AND DUST CONTROL PLAN, STORM WA TER POLLUTION PREVENTION PLAN IMPLEMENTA TION, AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPL Y CONTINUOUSL Y 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, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 12. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO COMMENCING CONSTRUCTION. I3. SWANSON ENGINEERING, INC., WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRI77NG BY SWANSON ENGINEERING, INC. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. BAKERSFIELD, CALIFORNIA I PUBLIC GRA 14TY SEWER PRIVATE FORCE MAIN (BY ENCROACHMENT PERMIT) S KEY MAP ° SCALE. 1 "-200' SEWER NOTES GENERAL 1, CONTRACTOR WILL FURNISH ALL MA TERIALS, TOOLS, LABOR, EQUIPMENT, AND SUPERVISION NECESSARY TO COMPLETE INS TALLA TION, PVC PIPE 1. MATERIALS - PIPE AND RT77NGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICA TION D-JOJ4 FOR SDR35 PVC. PIPE AND RTTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS, OR OTHER INJURIOUS DEFECTS. 2. JOINTS - USE ONLY ELASTOMERIC GASKET JOINTS THE ASSEMBLY 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. 3. INSTALLATION - PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICA TION D-2321. ONL Y CLASS I AND # 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 RECOMMENDATIONS OF THE MANUFACTURER MISCELLANEOUS I 0 1 , r� 7 _._ 2._..._.._._........i �..._ O -... ...�_..____. ____.__._.__.__, ry m < OLIVE ,W 1315 17 15 16 ! > NAGE' ' MAN 1+, _ - J E > -- �` 24 I< 1 Q v20 i ................... ..21 .. .......... :D 22 ROSE E HWY. �'- I . �............. ....................... .... ............... E... _. .. .� _... 25_..-: 2`� 28 _ 27 L( PALM �...... -' 36 31 r�33 34 ..._- F HWY. 1 3 i 5 i' 4 ! 3 VICINITY MAP N. T.S. SHEET INDEX ® COVER SHEET 2Q COFFEE ROAD (26+25.00 TO 33+25.67) COFFEE ROAD (20+34.83 TO 26+25.00) Q DOWNING AVENUE C- - B Y ENCROACHMENT PERMIT 0 PERMIT NO T.- AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED Wl7H/N EXISTING ACCEPTED S7REE7 RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS £STlMA If FOR THE WORK PERFORMED WI THIN THE RIGHT Of WAY, AND INSURANCE AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERM/T. FORCE MAIN NOT THE PR/LATELY MAINTAINED FORCE MAIN TO BE LOCATED WITHIN CITY S1R£ET RIGH I- OF- WAY SHA LL NOT BE CONSTRUCTED UN 77L AN ENCROACHMENT NAS BEEN OBTAINED FROM THE PUBLIC WORKS DEPARTMENT FOR ITS INSTALLATION, OPERA TION AND MAINTENANCE. 1. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LA TERAL CONNECTIONS 2. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED J WATER JETTING AND 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 W THIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES VERTICAL AND HORIZONTAL LOCATION 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 REL OCA TION OF EXISTING UTIL I TIES IS DEEMED NECESSARY, THE CON IRA CTOR SHALL BE COMPENS4 TED FOR INSTRUCTED REL OCA TION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDI TIONAL FI TTINGS, PIPE, OR EXCA VA TION THE CONTRACTOR SHALL BE COMPENS4 TED FOR REVISION IN THE EVENT A UTILITY IS DAMAGED, THE CONTRACTOR SHALL BE WHOLL Y RESPONSIBLE FOR I TS REPAIR. 6. CONTRACTOR SHALL VERIFY L OCA TIONS AND ELEVA TIONS OF EXISTING SEWER AND STORM DRAIN LINES THA T THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THA T ANY NECESSARY ADJUSTMENTS MA Y BE MADE. UTIL I TIES SHALL BE THOROUGHL Y RESEARCHED ANO LOCA TED BY THE CONTRACTOR PRIOR TO TRENCHING CROSSING UTILITIES SHALL BE DA YLIGHTED AND CHECKED FOR GRADE BY THE CONTRACTOR PRIOR TO TRENCHING. Cl TY OF BAKERSFIELD STANDARD PLA TES 3 EA 1, THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LA TEST EDI TION THEREOF, 10-26-89, UNLESS OTHERWISE NOTED) * - 'P' DENOTES PROPOSED STANDARDS PER SEPERA TE PERMIT - FOR REFERENCE ONL Y CITY STD NO. DESCRIPTION 500 LF ® SW -1 SEWER LA TERAL MARKER ST -6 PA VEMENT PA TCHES ® P SW -3 INSIDE DROP MANHOLE ® ST -22 TRENCH BACKFILL & COMPACTION REQUIREMENTS ® SW 4 TYPE A' SEWER MANHOLE I EA ® SW -5 MANHOLE FRAMES AND COVERS 1 EA ® P SW -8 SEWER LINE PIPE CASING 340 LF ® P SW -11 PUMPING STA TION THRUST BLOCKS TRAFFIC CONTROL NOTE• CON TRA CTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO BE APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO OBTAINING THE STREET PERMIT. 14 PROJECT SITE lip Dili _jwWjjjj'fA 74" MD CHISELED SQUARE IN THE TOP OF CURB AT THE EAST END OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF COFFEE ROAD AND HAGEMAN ROAD PER TRACT 5891 PER P.M. 10854: STREET IMPROVEMENT PLANS BY PINNACLE ENGINEERING ELEVATION = 391.13' (CITY DATUM) BASIS UF BtARING'S THE BEARING OF N89'46'00"W ALONG THE NORTH LINE OF THE SALES MAP ALSO BEING THE CENTERUNE OF DOWNING AVENUE BETWEEN FOUND SALES MAP CORNERS (RS 05-103) WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL UP""'Et'"O'C"'RIPTION- A PORTION OF SECTION 21, T.29S., R. 27E. A D D R E SE013 7915 DOWNING AVENUE APIN 452-050-02, 04, 05, 06 0. OT ALL U77IJ77ES H&E LOCA/ ON THIS PLAN THE DZYNER ASSUMES NO RESPONS1811JTY FORUNDD?6ROUND OR FACILJAES NOT/ CYV THESE PtA4 OR FOR INFORMA 77ONOBTNNM fROM OU7SVE SOURCES (UNDERGROUND 1JAE5 ARE SHOW PER RECORD PLANS) UNDER6ROUND FAaLIAES PRIOR TO GROUND DISAJR8ANCE TO WRIFY EXACT L OCA 77ON AND DEPTH OF ALL UNDER6ROUND FAaURES AND1-800-642-2444 MA TERIALS LIST ESTIMA TED QUA NTI TIES, NOT TO BE USED FOR BIDDING PURPOSES. 8" SDR35 PVC SEWER - GRA 14 TY FLOW 1277 LF MANHOLE 3 EA MODIFY EX. MANHOLE 0 SEWER TIE-IN 1 EA SAWCUT 1415 LF PER SEPERA TE PERMIT - FOR REFERENCE ONL Y 3" SCH40 PVC SEWER - FORCE MAIN 500 LF MANHOLE I EA PRESSURE CLEANOUT =5 EA SEWER LIFT STA TION I EA SEWER CASING & BORE 1 EA SAWCUT 340 LF 6.2-629 CITY RECORDS NO: 111 400 399 398 397 396 395 394 191 392 j9l 390 389 388 387 386 385 384 181 382 381 z 0 NO TTS - 1. CONTRACTOR TO CALL USA LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2 CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CHANGES TO DESIGN PRIOR TO CONSTRUCTION. 3 GRIND REMAINDER OF NO. I LANE 0. 2' AND OVERLA Y DURING FINAL LIFT OF RE -PA 100, d L (tsli 112' 12.17' MEDIAN____ EDIAN� I CURB ISHORING PROPOSED SAWOUT,- LIMIT OF EXCA VA PON CITY OF COUNTY OF BAKERSFIELD KERN NKv NK 10.65' 9.50' 2.75 SEE NOTE J (E) OAS 7$ PROPOSED SA WOU T, (E) 18- WATER MAIN r) tr LIMIT OF EXCA VA 77ON 8" SEWER SEWER INSTALLA TION SECTION CITY OF BAKERFIE0 NOTE- IF MEDIAN IS DAMAGED DURING THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL RFPAIR AS DIRFCTFD BY THE CITY ENGINEER INS �s ............ .................. .......................................... .... ... . . ......... .... w . ....... . . ..... U ............. . . .. ..... ..... ............... ........ ... . ..... .. .. .. .. .. .... . . ... ..... ... ... ....... —4 . ................. .. . ........... ............... ..... ........ .. . ... . . . . . . . . . . . . . . . . . . . . ------------ ------ . . . . . . . . . . . . . - . ..... - .... ..................... . . ............... .................. ............ ............ . . . . . . . . . . . . . ................................... ...... . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . 1-1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ........................................ ......... . . . ..... . . . . . ............ .......... .......... .......... ............. . n .............. ........... ............ COUNTY OF KERN CONSTRUCTION LEGEND G INSTALL SEWER MANHOLE PER C.O.B. STD. SW -4, - FRAMES AND COVERS SHALL BE PER C.O.B. STD. SW -5. mmmmmmmwm� SS INSTALL SEWER MAIN PER C.O.B. STANDARDS. NO TE ALL L S TA TONING IS BASED ON CENTERLINE INE OF COFFEE ROAD UNLESS OTHERWISE NOTED PROFILE LENGTHS ARE ALONG PIPE 5 -'/N THE FIELD PRIOR TO COMMENCING MAr-00? IN PRORLE CONSTRUCTION AND NOTIFY THE ENGINEER OF L 0 = JOY ANY DISCREPANCIES, ENGINEER SHALL SUBMIT SCALE: HORIZONTAL I REVISED PLANS F ELEVATION CHANGES VER TICA L I " = J' 61SEAEff LA TEqA'-I APt"ROX AST 6.2-629 JfAP iii SEE r4FOR THE TRANSITION FROM FORCE MAIN TO GRA V1 T Y MAIN PRI VA TE FORCE MAIN STA 20-f 11.01 COFFEE ROAD PUR IC GRA V1 TY SEWER (8 ENCROA CHMEN T PERMIT) N 00* 1057" W ' LQ COFFEE RD Zj 0 �Rl) X x M E m NOTE- IF MEDIAN IS DAMAGED DURING THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL REPAIR AS DIRECTED BY THE CITY ENGINEER 21*00 s SA JY OT AND PATCH PER C.O.B. -g- 'TAIL ST_ ANb�RSC 7ED N THE Cl� .CONSTRUCTION LEGEND G INSTALL SEWER MANHOLE PER C.O.B. STD. SW -4; FRAMES AND COVERS SHALL BE PER C.O.B. STD. SW -5. INSTALL SEWER CLEANOUT PER DETAILS & ss INSTALL SEWER MAIN PER C.O.B. STANDARDS. Cl T Y OF BA KERFIEL D COFFEEWAD N 00-1114" W '2 26+ 22+00 ��06V"J C7 00 ............. ....................... . . ................... . . ................................. ... ................ .......... S ss S,ss S !s.F ss ss s . ... . .... 70 L 400 L =.,,8 SS 0 -0.2510.1 N 0071'14's" W --77/yV, Rl Z ......................... ................... ..................... 4- .................... .. .............. .... . ................ - ---- ---- - _' ---------- _' ................... ---------- i .................. ........... ....... .................. ..... ..... . .. ...... ..... ...... . ..... . ... . . . ­­ * **''* .111 ­:.�:,'.�.' �g ................. .. . ............ ...... .... .............. ..... ........... ­­ ............ ........... . ....... ............ . .. .......... - .......... ....... . ... ................ J .......... ....... --- .. .................... . . . . ............ ... ­'­­_�'�4\': . ....... if .................... ................... ........ .......... . .. . .......... ............. VIV; . . .. . ..... -- -------- Ci CX .......... -z! ------- ... .......... . ..... FOR DOWNING SEWER SEE SHEET SS 4 M11111111111191F "All COFFEE ROAD (STA TION 19177 55 TO 26125. 00) I No TE-- A L L STA TIONING IS BASED ON CEN TERL INE OF COFFEE ROAD UNLESS 0 THER WISE NOTED. PROFILE LENGTHS ARE ALONG PIPE 400 399 398 397 396 395 394 393 392 391 390 389 388 387 386 385 384 383 382 381 __ I __ c. I I vv zz-ruu Z_ v I vv lc_ I I %./ %_r Z%./-Fuu , I w v SEWER MAIN P1l?0f_kk_ SCAIE HORIZONTAI I" JO' I VER T1 CAL I Il J) 400 399 398 397 396 395 394 393 392 391 390 389 388 387 386 385 384 T 383 352 381 SCALE: 1" = 30' 30 15 0 30 60 --ra= wAammmm 6.2-629 Cl TY RECORDS NO: ON k STA 20-f 11.01 COFFEE ROAD COFFEE RD N 00* 1057" W ' 20* 00. 00 COFFEE RD 0 X x M Y AIR FZ CD j "Al ........ ............ ........ ..... . z M'* 7J Np ............ t. NOTE- IF MEDIAN IS DAMAGED DURING THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL REPAIR AS DIRECTED BY THE CITY ENGINEER 21*00 s SA JY OT AND PATCH PER C.O.B. -g- 'TAIL ST_ ANb�RSC 7ED N THE Cl� .CONSTRUCTION LEGEND G INSTALL SEWER MANHOLE PER C.O.B. STD. SW -4; FRAMES AND COVERS SHALL BE PER C.O.B. STD. SW -5. INSTALL SEWER CLEANOUT PER DETAILS & ss INSTALL SEWER MAIN PER C.O.B. STANDARDS. Cl T Y OF BA KERFIEL D COFFEEWAD N 00-1114" W '2 26+ 22+00 ��06V"J C7 00 ............. ....................... . . ................... . . ................................. ... ................ .......... S ss S,ss S !s.F ss ss s . ... . .... 70 L 400 L =.,,8 SS 0 -0.2510.1 N 0071'14's" W --77/yV, Rl Z ......................... ................... ..................... 4- .................... .. .............. .... . ................ - ---- ---- - _' ---------- _' ................... ---------- i .................. ........... ....... .................. ..... ..... . .. ...... ..... ...... . ..... . ... . . . ­­ * **''* .111 ­:.�:,'.�.' �g ................. .. . ............ ...... .... .............. ..... ........... ­­ ............ ........... . ....... ............ . .. .......... - .......... ....... . ... ................ J .......... ....... --- .. .................... . . . . ............ ... ­'­­_�'�4\': . ....... if .................... ................... ........ .......... . .. . .......... ............. VIV; . . .. . ..... -- -------- Ci CX .......... -z! ------- ... .......... . ..... FOR DOWNING SEWER SEE SHEET SS 4 M11111111111191F "All COFFEE ROAD (STA TION 19177 55 TO 26125. 00) I No TE-- A L L STA TIONING IS BASED ON CEN TERL INE OF COFFEE ROAD UNLESS 0 THER WISE NOTED. PROFILE LENGTHS ARE ALONG PIPE 400 399 398 397 396 395 394 393 392 391 390 389 388 387 386 385 384 383 382 381 __ I __ c. I I vv zz-ruu Z_ v I vv lc_ I I %./ %_r Z%./-Fuu , I w v SEWER MAIN P1l?0f_kk_ SCAIE HORIZONTAI I" JO' I VER T1 CAL I Il J) 400 399 398 397 396 395 394 393 392 391 390 389 388 387 386 385 384 T 383 352 381 SCALE: 1" = 30' 30 15 0 30 60 --ra= wAammmm 6.2-629 Cl TY RECORDS NO: ON k N 0 X x M Y FZ CD j + z M'* 7J _X NOTE- IF MEDIAN IS DAMAGED DURING THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL REPAIR AS DIRECTED BY THE CITY ENGINEER 21*00 s SA JY OT AND PATCH PER C.O.B. -g- 'TAIL ST_ ANb�RSC 7ED N THE Cl� .CONSTRUCTION LEGEND G INSTALL SEWER MANHOLE PER C.O.B. STD. SW -4; FRAMES AND COVERS SHALL BE PER C.O.B. STD. SW -5. INSTALL SEWER CLEANOUT PER DETAILS & ss INSTALL SEWER MAIN PER C.O.B. STANDARDS. Cl T Y OF BA KERFIEL D COFFEEWAD N 00-1114" W '2 26+ 22+00 ��06V"J C7 00 ............. ....................... . . ................... . . ................................. ... ................ .......... S ss S,ss S !s.F ss ss s . ... . .... 70 L 400 L =.,,8 SS 0 -0.2510.1 N 0071'14's" W --77/yV, Rl Z ......................... ................... ..................... 4- .................... .. .............. .... . ................ - ---- ---- - _' ---------- _' ................... ---------- i .................. ........... ....... .................. ..... ..... . .. ...... ..... ...... . ..... . ... . . . ­­ * **''* .111 ­:.�:,'.�.' �g ................. .. . ............ ...... .... .............. ..... ........... ­­ ............ ........... . ....... ............ . .. .......... - .......... ....... . ... ................ J .......... ....... --- .. .................... . . . . ............ ... ­'­­_�'�4\': . ....... if .................... ................... ........ .......... . .. . .......... ............. VIV; . . .. . ..... -- -------- Ci CX .......... -z! ------- ... .......... . ..... FOR DOWNING SEWER SEE SHEET SS 4 M11111111111191F "All COFFEE ROAD (STA TION 19177 55 TO 26125. 00) I No TE-- A L L STA TIONING IS BASED ON CEN TERL INE OF COFFEE ROAD UNLESS 0 THER WISE NOTED. PROFILE LENGTHS ARE ALONG PIPE 400 399 398 397 396 395 394 393 392 391 390 389 388 387 386 385 384 383 382 381 __ I __ c. I I vv zz-ruu Z_ v I vv lc_ I I %./ %_r Z%./-Fuu , I w v SEWER MAIN P1l?0f_kk_ SCAIE HORIZONTAI I" JO' I VER T1 CAL I Il J) 400 399 398 397 396 395 394 393 392 391 390 389 388 387 386 385 384 T 383 352 381 SCALE: 1" = 30' 30 15 0 30 60 --ra= wAammmm 6.2-629 Cl TY RECORDS NO: ON k NO TTS - 1. CONTRACTOR TO CALL USA LOCATE AND VERIFY ALL U77LI77ES PRIOR TO CONSLYUC770N, AND 8077FY ENGINEER OF ANY DISCREPANCIES 2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR CHANGES TO DESIGN PRIOR TO CONS7PUC770N. FOR COFFEE -f -f - sf -wf -R SEE SHEET SS J PUBLIC GRAVITY SEWER TRI VA TE FORCE MAIN (BY EN CR OA CHMEN T PERMIT 400 399 398 397 396 395 394 393 392 391 igo 389 388 387 386 385 0 �, ................... ........... ............ I i"""" < LU FZ11 SECTION LINE EX RIGHT-OF-WAY & EX RIGH T- OF- WA Y PER CITY/COUNTY BOUNDARY 45.00' VARIES 45 00' DOC 21516272J 35.00' J5. 00' 10' 6' 1 777 EX CURB, GUTTER, � & SIDEWALK I SHORING, 4 VERIFY VERIFY LIMIT OF EXCA VA 77ON J" SEWER FORCE MAIN I-- Irl �j I ct INSTALL 91.92 LF ---J" SCH40 PVC SEWER 0 -0.257 /PPIIIA TF1 Y AIAIAITAIAIFn) 29.50' El AC PAVING .. .. .. ........... `---LIMIT OF EXCA VA 77ON EX 2- SO CAL OAS LINE, VERIFY DEPTH AND L OCA 77ON EX 16" HIGH PRESSURE PG&E GAS LINE, VERIFY DEPTH AND LOCATION 10' PUBLIC UTILITY AND SIDEWALK EASEMENT PER 10, DOC 0216059143 CONC CURB NEW CURB, GUTTER, & SIDEWALK NOTE• SEE STREET IMPROWMENT PLANS FOR NEW PA DING, CURB, GUTTER, AND SIDEWALK I /=A% VE Nmlkm 0 0f/8`'� L..l'ffAm"WNl Nmkn Jew% A' H. GL. O O No TE -A L L STA TIONING IS BASED ON CEN TERL INE OF D 0 WNING A VENUE UNLESS 0 THER WISE NO TED. - PROFILE LENGTHS ARE ALONG PIPE --*, H GL. INSTALL 301E LF INSTALL 85-b LF ---�J" SCH40 PVC SEWER 0 -0.101 J" SCH40 PVC SEWER 0 -0.107' (PRI VA TF1 Y MAIAITAIAlFf)) (PRAIA TF1 Y MA IN TA INFn) CONSTRUCTION LEGEND (s) INSTALL SEWER MANHOLE PER C.O.B. STD. SW -4; FRAMES AND COVERS SHALL BE PER C.O.B. STD. SW -5. -0- INSTALL SEWER CLEANOUT PER DETAILSS5 & SS — INSTALL SEWER MAIN PER C.O.B. STANDARDS. SCRIBED "Y ELEV = J97.Jl 'E ..... . .. .. CASINO NOTES - 1. STEEL CASINO SHALL BE LEAK PROOF CONS7PUC7708 AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53 (ASTM A 139 GRADE 18") 2 STEEL CASING PIPE SHALL HA W A MINIMUM YIELD STRENGTH OF 35, 000 PSI 3 STEEL CASING PIPE SEC77ONS SHALL HAVE BEVELED ENDS WITH SINGLE V -GROOVE AND SHALL BE FULL PENETRATION BUTT WELDED ON THE OUTSIDE OF THE CASING 4. ALL JOINTS OF THE STEEL CASING SHALL BE BUTT WELDED PRIOR TO BEING SUBJECTED TO THE JACKING OPERA 77ON 5 BENTONITE MAY BE USED FOR LUBRICATING THE CASING PIPE BUT SHALL NOT BE PROJECTED AHEAD OF THE BORE 6. SLUICING AND JET77NG WILL NOT BE PERMITTED 7 JACKING OF WELDED STEEL PIPE SHALL BE IN ACCORDANCE NTH SECTIONS 65 AND 70 OF THE STATE STANDARD SPECIFICATIONS L 21*00 22-f 00 23f 00 24f 00 25-f 00 26-f 00 FOR COFFEE T -f-f- SEWER L INSTALL 84 L.F. 12" BORE CASING PER END SEAL, MINIMUM 118" NEOPRENE PROPOSED COB STANDARD SW -8 AT BOTH ENDS OF CASING. STRAPS CASING WALL SHALL BE J18- THICK Sf F SK T -T SS J PLACE WITH STAINLESSS7Z-EL SEHIER MAIN PROFILE SCALE HORIZONTAL - I io VER T1 CA L - I J; 400 399 398 397 N J96 395 394 393 392 391 390 389 388 J87 J86SCALE: 1" 30' 30 15 0 30. 60 385 I Vol' 6.2-629 CITY RECORDS NO: 0 IIIIIIIIII011111 . ............... .......... . ....... ........................... ........... . ..... .. . ........ . ......... -- -- ------------ .......... ............... 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STRAPS CASING WALL SHALL BE J18- THICK Sf F SK T -T SS J PLACE WITH STAINLESSS7Z-EL SEHIER MAIN PROFILE SCALE HORIZONTAL - I io VER T1 CA L - I J; 400 399 398 397 N J96 395 394 393 392 391 390 389 388 J87 J86SCALE: 1" 30' 30 15 0 30. 60 385 I Vol' 6.2-629 CITY RECORDS NO: 0 IIIIIIIIII011111 310 CLEANOUT, 24" ID MANHOLE SHAFT 36" SQUARE COLLAR FLOW ' FLOW PRECAST CONC. 24" /9 MANHOLE SHAFT W/ TRAFFIC RATED LID MARKED CLEAN OUT" THREADED 3" CAP - 8" THICK CLASS "A 4, 000 PSI CONCRETE 6" AB COMPACTED TO 90% RELA77IE DENSITa"' CLASS "A" 4,000 PSI CONCRETE COL LAR— A GGREGA7F BASE BACKFILL -- 3" SC H40 SEWER FORCE MA/ 3" WYE Fl CONCRETE THRUST BLOCK 2 SQ. FT BEARING AREA 3; 24" ID MAN 36" SO 36" QUARE rl 1 8" d T .24" a 3" 45' RT77NG 3" SEWER FORCE MAIN 3" SCH40 SEWER FORCE MAIN SEC71ON 3" SCH40 SEWER FORC 3"0 CLEANOUT; 24" ID MANHOLE SHAFT; 36" SQUARE COLLAR "" "'" '" "NHOLE SHAFT WED "CLEAN OUT" CAP CLASS "A" 4,000 PSI CONCRETE WACTED TO 9 OZ. RSL A77IE DENSITY 000 PSI CONCRETE COLLAR BASE BACKFILL R777NG LIFT STATION NOTES." 1) A SYSTEM THA T ADDS WA TER TO THE PUMP STA TION WET WELL ONCE LATE EACH NIGHT IN A QUANTITY ADEQUATE TO INITIATE FLUSHING OF THE FORCE MAIN, WILL BE INSTALLED, AND CONTINUALLY OPERA TED AND MAIN TAINED B Y THE DE VEL OPER IN ORDER TO MINIMIZE ODORS IN THE CITY OF BAKERSFIELD MAINTAINED SEWER SYSTEM THAT WOULD OTHERWISE OCCUR WITH SEWAGE REMAINING IN THE FORCE MAIN 0 VERNI GH T. 2) PUMP STA TION DETAILS/DA TA ARE PRO VIDED FOR INFORMA TION ONL Y. THE STA TION DESIGN HAS NOT BEEN REVIEWED BY, NOR IS IT BEING APPROVED BY, THE PUBLIC WORKS DEPARTMENT THE PUMP STATION WILL BE CONSTRUCTED UNDER A BUILDING PERMIT ISSUED BY THE BUILDING DEPAR TMEN T, AND I T WILL BE OPERA TED AND MAIN TAINED BY THE DEVEL OPER%WNER OF THE COMMERCIAL SHOPPING CENTER IT SER VES. PROJECT INFO PACKAGE/STARTUP Job Name: Coffee and Downing Retail Offering: Complete System Company: Mechanical: Includes Wet Well Contact: Pumps: Includes Pumps Job Type: New Station Control Panel: Includes Panel Water Type: Wastewater Startup: Mechanical & Electrical WET WELL SUMMARY Material: Concrete CURRENT REVISION 12 11 17 0 Diameter: 6 Feet Barrels: 12 Feet Inside Height: 14.73 Feet Storage Depth: 0.00 Feet Disch. Piping Size: 3" Disch. Piping Type: Ductile Iron Disch. Piping Style: Straight Through Lining:= Unlined . "",. RIM WET WELL TOP " } ` " a Traffic Rating: Pedestrian ` FG 396.E Hatch Options: NIA Vent Options: Mushroom Cap Vent Side WET WELL BASE Base: RU Designed (wj round u Lining: No Linin � DISCH CL 33.E :; . • is CRANE °= Crane: NIA TE Base/Winch: x: FORCE MAIN _ ID/Length 3" Type/Rating: PVCSCH40 � — INFLUENT X87,# FM High Point: 391.51_ �-' HIGH LEVEL:�: LAG START "38►1€ DUTY POINT ;� a: ` '< LEAD START h ..: 384,61 Pumping Rate: 130 GPM (Total) Static Head: 8.41 Feet "_ LEAD STOP 383.1:{a TDH: 29.3 Feet •' .+� Vit'• . PRIMARY PUMPS Duplex Confi uration Manufacturer: Eiaara SUMP X381.3: Model: 80DVBFMU63.72 BASE 38f3;`37 Impeller Model/Dia: 6.18 Trim: Yes LC Motor HP: 5 HP I Ex 1. Proof: Yes SENSOR AND ELEVATION TABLE Voltage/Phase: 200V 3 -Phase Elevation Distance Description Cable Length: 75 • Mix Flush Valve: 0.00 N/A JOCKEY PUMP s . :' HL Alarm 0 Manufacturer: 0.25 N/A Model: Lag Start 0 Impeller Model/Dia: 0 Trim:1 0 Motor HP: 0 Ex 1. Proof: 0 Voltage/Phase: 150 0 Cable Length: 0 Z Mix Flush Valve: N �' 0 387.34 Invert In • l 4 0.00 Sensor Spacing 385 35 s . :' HL Alarm 0 0 0.25 Sensor S acin 385.10 Lag Start Q U 0.50 Sensor S acin 384.60 Lead Start W i s 150 Sensor Spacing 383.10 ., .: Pump Stop Z 77777173 N �' Sensor S acin 381.37 w < Sump Floor VALVE VAULT METER VAULT Valve Size: Hatch: Pressure Gauge: Check Options: Shut off options: Options: Options: Options: 3" Model 577 4'x6.5'x6' Pedestrian on 1 Diaphragm Seal Indicators and Backflow Actuator Plug Direct Op Nut NLA NLA N/A Valve Size: Hatch: Pressure Gauge: Shut Off Options: Options: Options: Options: Flow Meter: NLA 0 • 0 0 0 0 0 0 0 0 CONTROL PANEL GENERATOR Power: Controller: Primary Sensor: Secondary Sensor' Enclosure: Pump/Sense Wiring: Options: Options: 208V L 3 -Phase Logic Relay Pressure Transducer Floats NEMA 4 Direct Alarm Beacon Autodialer Model: N/A Enclosure: 0 Transfer Switch: 0 Options- 0 Captions: 0 CONTROL BUILDING Type: NLA Size: 0 Coffee and Downing Retail - PRELIMINARY DESIGN - 12-11-17.xlsx SEE DETAIL e PRESSURE � CLEANOUT 3" 45' ELBOW FlT(ING 3" SCH40 TO 8" SDR35 REDUCER rSHELF 8" SDR35 OUTLET SHELF U 4' D/A. INLET MANHOLE 3" SCH40 FORCEMAIN TO GRA HTY FLOW PLAN VIEW DETAIL SEE DETAIL e PRESSURE CLEANOUT VA lid (HIGH POINT) 3" 45' FITTING I IU, CONCRETE THRUST BLOCK 1/2 CUBIC YARD OF CONCRETE G Q� 3° SCH40 INLET J MANHOLE �" -- 8" SDR35 SLOPE -- LD OUTLET 8" SDR35 3" SCH40 3" SCH40 TO 8" SDR35 REDUCER --CONCRETE THRUST BLOCK 2 SO. FT BEARING AREA 3" 45* FITTING FORCEMAIN TO GRA W TY FLOW PROFILE DETAIL NOTE CHECK VALVE SHALL BE VAL-MA 11C SWING -FLEX, OR APPROVED EQUAL 6.2-629 CITY RECORDS N0: Il! O • O ON q z S I Q N Q U t r W i s C V.) Z W 2 Z N �' E w � N j Q � i N C � W .� W Q Il! to W i t Q q z S I I Q U t r i s ( Z W i E !�. N M) ' J i N i W .� W Q o C7 W z I o © 1 y Q ._ . ^ uo) 0 V� E ® w �y- cc Uj . _ .. ................ z 1 � O Q Z to W q z Q U O M) ' J .� W o W o y Q ._ 0 0 V� cc CL ® w cc Uj W Q Z — ® Cl, I (gyp 114- 0 U- — LL r\ 0 N -o E Q) v v� 0 0 En Q) to W