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HomeMy WebLinkAbout5.2-12061 Record DrawingsREVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD PUBLIC"WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 BENCHMARK USED: IQ 1J DATE /F-Z/3 DATE TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13- 30/26, BEING ABOUT 50 —FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 ASIS OF BEARINGS. THE BEARING OF N 00 °57'45" E ALONG. THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER SEWER MANHOLE 2 EA 8" SEWER MAIN 479 LF 6" SEWER MAIN (LATERALS) 227 LF SEWER MANHOLE OVER EXISTING SEWER MAIN 1 EA TIE-IN 1 EA STORM DRAIN STORM DRAIN MANHOLE 4 EA TYPE "A" CATCH -BASIN 2 EA 18" RCP STORM DRAIN 249 LF 24" RCP STORM DRAIN 431 LF TIE -IN TO EXISTING 24" SD STUB 1 EA SHEET No. INDEX Cl) TITLE SHEET Oz GENERAL NOTES &DETAILS M CORPORATE COURT SEWER AND STORM DRAIN PLAN &PROFILE LEGEND CD SHEET INDEX NUMBER � SS #1 2 SEWER MANHOLE W /NUMBER Qc CO #12 SEWER CLEANOUT W /NUMBER � SD #12 STORM DRAIN MANHOLE W /NUMBER � CB #12 CATCH BASIN W /NUMBER PROPOSED SEWER MAIN OR STORM DRAIN — — — — — EXISTING SEWER MAIN OR STORM DRAIN LEGEND TMH-- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,,W)- (EAST, SOUTH, NORTH, WEST) P.V.C. -- POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN JB-- JUNCTION BOX A Rqww 4w • UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �. � ♦_ ��� ♦�,���; ♦;, ♦_ ♦: ♦�� %i ♦+ - Tai! DIAL TOLL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG I DATE PARCEL MAP 11980 --2 PARCEL 1 f e j M. PARCEL 5 r B# J l PARCEL 4 rat- w PARCEL MAP 11960 -1 -ss#2 PARCEL 1 CB #2 -SD #2 U w�..U- w A D O 0 0 ii] — J z�CLZ aw C�C7 m��- 1—0wr_ p2 - -1co j zQwCC 0OZZD oc. �M L.L Cie o0oL zWo_��oz >-�1 ?0®C Ova_.. � Viz` �XU�w�u, w> - >d_Z� m a�FWZZ° QL aZW co Uj a �Z A zn w__j9z> ZwzW 0w0< oCLZCL � >o cr W 0 Z z O Z Z u- Uw -zw <o CL w LL W w CL Mcn Qow55 mQ w 7 z< w w A >- 0u- cr.2w: C"3CU7wm :3 Z 0© ?p��? w= LLw 0 >�0 Lij 0 c ce- w<'Qu-z�'v3�<(j) wwoowzee[[co>- cy- Ld LL- A LLJ Lid �0 Mzz Z 0 Uj V) Lit Z < 0 F- -� }- A W LLJ W w Z a■ a LLJ V) M < Lj Z }-- 0 A . I � 0 LLB Z h-- CYO F - OC� (r) �ZA ��(J'y� < wz A CL ) :2<OOQw LLJ 0 Lw�- ` >cnLd 7U� ? 0 Z m A ,LL W 2: � Z LY_ -- 0(/) 0 3:u wu-op LAJ ZF- Lt< Cr-U) cf) O z W Li Q L d ow 1 0 0< F-- z00U q W m" �z�a" CL � L A 0 LJ F-- � OzZ� -�� ! <Ld <D z � 0 i— m Q`rC,,�` <0t.-0 1. w Z � z Ld X 0 < < z0 F-00 W 0 a.`j >Zc� � � � �..{ Lei 0Q_0 C) fr (1) m>- -MUMf --0000 w ~�a�o I � �O � l i awo so I == = V) 0 �- CITY OF BAKERSFIELD WATER WELL SITE i DOC. 0210100830 O.R. & ,� � w� � z � DOC. 021000831 O.R. fill o SD #1 SS #1 PARCEL 1 PM 11952 -1 PARCEL 3 PARCEL 2 P.M. BK. 59, PG. 23 PARCEL MAP 12061 SOUTHERN PACIFIC RAILROAD KEY MAP SCALE: 7' =200' Jc 4- illo DESIGNATED 0 � v' c REMAINDER PM 11838 -2 P.M. BK. 57, PG. 169 ( �I � I �t -N- C) � L C) 0 w 70-cl ' > 0 x �x c LL m ui W �� 0 z v0 z � (y) w �- 0 0 0 ui H 4 D � MING w o AVENUE N LL- O 2W � 0 w z J Q > WHITE LANE Q A w z. 0 LL w > Z w LL CAMPUSPq�� m �VtAEER eOL Hov PROJECT °R`VE SE SITE SOUTHERN PACIFIC Q C) RAILROAD 0 w D PANAMA LANE J O VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER SEWER MANHOLE 2 EA 8" SEWER MAIN 479 LF 6" SEWER MAIN (LATERALS) 227 LF SEWER MANHOLE OVER EXISTING SEWER MAIN 1 EA TIE-IN 1 EA STORM DRAIN STORM DRAIN MANHOLE 4 EA TYPE "A" CATCH -BASIN 2 EA 18" RCP STORM DRAIN 249 LF 24" RCP STORM DRAIN 431 LF TIE -IN TO EXISTING 24" SD STUB 1 EA SHEET No. INDEX Cl) TITLE SHEET Oz GENERAL NOTES &DETAILS M CORPORATE COURT SEWER AND STORM DRAIN PLAN &PROFILE LEGEND CD SHEET INDEX NUMBER � SS #1 2 SEWER MANHOLE W /NUMBER Qc CO #12 SEWER CLEANOUT W /NUMBER � SD #12 STORM DRAIN MANHOLE W /NUMBER � CB #12 CATCH BASIN W /NUMBER PROPOSED SEWER MAIN OR STORM DRAIN — — — — — EXISTING SEWER MAIN OR STORM DRAIN LEGEND TMH-- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,,W)- (EAST, SOUTH, NORTH, WEST) P.V.C. -- POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN JB-- JUNCTION BOX A Rqww 4w • UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �. � ♦_ ��� ♦�,���; ♦;, ♦_ ♦: ♦�� %i ♦+ - Tai! DIAL TOLL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG I DATE PARCEL MAP 11980 --2 PARCEL 1 f e j M. PARCEL 5 r B# J l PARCEL 4 rat- w PARCEL MAP 11960 -1 -ss#2 PARCEL 1 CB #2 -SD #2 U w�..U- w A D O 0 0 ii] — J z�CLZ aw C�C7 m��- 1—0wr_ p2 - -1co j zQwCC 0OZZD oc. �M L.L Cie o0oL zWo_��oz >-�1 ?0®C Ova_.. � Viz` �XU�w�u, w> - >d_Z� m a�FWZZ° QL aZW co Uj a �Z A zn w__j9z> ZwzW 0w0< oCLZCL � >o cr W 0 Z z O Z Z u- Uw -zw <o CL w LL W w CL Mcn Qow55 mQ w 7 z< w w A >- 0u- cr.2w: C"3CU7wm :3 Z 0© ?p��? w= LLw 0 >�0 Lij 0 c ce- w<'Qu-z�'v3�<(j) wwoowzee[[co>- cy- Ld LL- A LLJ Lid �0 Mzz Z 0 Uj V) Lit Z < 0 F- -� }- A W LLJ W w Z a■ a LLJ V) M < Lj Z }-- 0 A . I � 0 LLB Z h-- CYO F - OC� (r) �ZA ��(J'y� < wz A CL ) :2<OOQw LLJ 0 Lw�- ` >cnLd 7U� ? 0 Z m A ,LL W 2: � Z LY_ -- 0(/) 0 3:u wu-op LAJ ZF- Lt< Cr-U) cf) O z W Li Q L d ow 1 0 0< F-- z00U q W m" �z�a" CL � L A 0 LJ F-- � OzZ� -�� ! <Ld <D z � 0 i— m Q`rC,,�` <0t.-0 1. w Z � z Ld X 0 < < z0 F-00 W 0 a.`j >Zc� � � � �..{ Lei 0Q_0 C) fr (1) m>- -MUMf --0000 w ~�a�o I � �O � l i awo so I == = V) 0 �- CITY OF BAKERSFIELD WATER WELL SITE i DOC. 0210100830 O.R. & ,� � w� � z � DOC. 021000831 O.R. fill o SD #1 SS #1 PARCEL 1 PM 11952 -1 PARCEL 3 PARCEL 2 P.M. BK. 59, PG. 23 PARCEL MAP 12061 SOUTHERN PACIFIC RAILROAD KEY MAP SCALE: 7' =200' Jc 4- illo DESIGNATED 0 � v' c REMAINDER PM 11838 -2 P.M. BK. 57, PG. 169 ( �I � I �t -N- C) � L C) 0 w 70-cl ' > 0 x �x c LL m ui W �� 0 z v0 z � (y) w �- 0 0 0 ui H 4 D � � ui N LL- 0 w z J Lu W. A w 0 0 LL w > Z LL 0 �VtAEER co C) 0 d'i 0 0 ro V) I N N i cn ® z cn o r Lu i � N DATE 8/13/2013 �- PA JOB NO. 12 -2042N E SHEET 0 E i z N N OF 3 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR 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 -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF --WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (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. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR 'VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 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 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 THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK. WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 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. 13. 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 FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, 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 WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEINER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER * MAIN TO RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -- -FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 45° ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW--S AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE CAF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB ,SEWER SPECIFICATIONS (CON'T), 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 °, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P)-. REINFORCED CONCRETE PIPE SHALL BE CLASS !II (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65 -1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTfNG SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS i BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. FRED Wit PORTIER19 RCIE M448 EXP .r ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 7. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION I a U- w z � J ccl Z w u u) LU LL u_ w w a Q_ Q. G\IkEER 4c A �L 00 C � � U cw 0 r 00 0 0 ry co I N i nz 0 r > z DATE Q0 �- I PA JOB No. co E SHEET AWAY -- i 1 r i 8/13/2013 12- 26421 SW -1 L L ti- SEWER LATERAL MARKER El D -6 cn m � � � ~`L�Q� LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 �__ 0 Lu ED 7055 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D -7 ujm0 �w�,L C-9 � C, /) RIGHT OF WAY FOR CONSTRUCTED CHANNELS 90!gnzzo�w3: SW -3 =4w _c� Z© �zp�=-: t ��l PAVEMENT PATCHES ❑ D -8 zza���� �� RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS fKA 1 1 -4 Lu u L,n J z �0_z MANHOLE, TYPE "A" El D -9 z g0s a ©u25; p�zaw9U�')_j z> PIPE SADDLE DETAIL <�°tr°_< °OW SW -5 a �- � C zoo `L z FRAMES &COVER FOR MANHOLES & CLEANOUTS ❑ D--10 �X_OZw ;c W LLzE z SIDEWALK UNDERDRAIN ❑ SW -6 cr) rIz-- 0L6L� 6" CLEAN OUT ❑ Q -11 _ z� w0U)L, DRAINAGE BASIN ❑ SW -7 wC u3p �>=w HOUSE CONNECTION WITH VCP SADDLE ❑ D -12 29 uj Lcru- Lou 0 CHAIN LINK FENCES El SW -8 ,� = =- w =0mwz= �-- �-- ®camF -0a0l a2 INDUSTRIAL SAND TRAP ❑ D -13 CHAIN LINK GATES ❑ SW -10 SAND TRAP D -14 CATCH BASIN, TYPE "A" El SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 CATCH BASIN, TYPE 'A -7" ❑ SW -12 SEWER LIFT STATION VALVE BOX D -16 GUTTER DEPRESSIONS ❑ D -1 INTENSITY VS. DURATION CURVES ❑ D -17 JUNCTION BOX ❑ Q -2 RATIONAL METHOD RUNOFF COEFFICIENTS D -18 MANHOLE, TYPE "B" ❑ D -3 CHANNEL PROTECTION ❑ D -19 DRAINAGE WELL, TYPE "B" ❑ D -4 CHANNEL PROTECTION ST -22 TRENCH BACKFILL & COMPACTION ❑ D -5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 STANDARD PAVEMENT PATCHES I a U- w z � J ccl Z w u u) LU LL u_ w w a Q_ Q. G\IkEER 4c A �L 00 C � � U cw 0 r 00 0 0 ry co I N i nz 0 r > z DATE Q0 �- I PA JOB No. co E SHEET AWAY -- i 1 r i 8/13/2013 12- 26421 L L ti- ' �--cja.z 1z - wa uj w �-- cn m � � � ~`L�Q� co � �='°� Lum <z zw Wzw> ° Cy) L0 cc �__ 0 Lu ED 7055 z E ` Z ujm0 �w�,L C-9 � C, /) .� 90!gnzzo�w3: °"'-' > A =4w _c� Z© �zp�=-: t ��l , ° cfl U) zza���� �� 0� °oa -�0 +t � cl) z L-uj W cy) z Lu u L,n J z �0_z ..� wjs.�. 9 --� -- a) z g0s a ©u25; p�zaw9U�')_j z> `rte � C) ° <�°tr°_< °OW CD a �- � C zoo `L z w a LLJ 0 0 cz, Z u- �X_OZw ;c W LLzE z Lu u.� 0 Lu cr) rIz-- 0L6L� .� = aQW ��c��Q ����- _ z� w0U)L, z =< cor � � >2 j 0>w wC u3p �>=w LLI < z o�0 cz,) a� 29 uj Lcru- Lou 0 L u.! C)t.uzaen�-� ,� = =- w =0mwz= �-- �-- ®camF -0a0l a2 I a U- w z � J ccl Z w u u) LU LL u_ w w a Q_ Q. G\IkEER 4c A �L 00 C � � U cw 0 r 00 0 0 ry co I N i nz 0 r > z DATE Q0 �- I PA JOB No. co E SHEET AWAY -- i 1 r i 8/13/2013 12- 26421 CONSTRUCTION NOTES O INSTALS SEWER MANHOLE Q INSTALL SEWER CLEANOUT wMz INSTALL SEWER 2 0) INSTALL STORM DRAIN O � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH -BASIN - RIGHT -OF -WAY - - - -- S - - - EXISTING SEWER ---- SD - - -- EXISTING STORM DRAIN -'1`- - - -'k - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION W PROPOSED WATER ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL L S ATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT --OF-WAY. ALL STORM DRAIN STUB STATIONING IS AT POINT OF CONNECTION WITH STORM DRAIN MAIN. INSTALL SEWER LATERAL MARKER PER C.O.B. STD. DWG. SW--1 (TYP ALL LATERALS) V � �w f'_� __j Z Z w O 0 mot°' Ll + 00 Ui ° PARCEL 3 0 r (� cp C INV= 341.40 18" INV= 342.28 �M 0 9 +63.40 v \-PL PARCEL 4 67 18 INV= 342.29 6" INV = 0 /� % 341.2,0 Lo 0 -- �- +` 4 ° C� PARCEL 2 °� T_ � W J 11 �-- Z Lc)V � 0 wMz Z OQ 2 0) 0 _j O mcr w � .J o:m _j � co qq- C.3:2 O 00 La � • -I- W 0 0) V) o6 (o LLJ r' cq 8" INV= 4' TYP 340.25 00 w w �! N Ur f 11 �-- Z Lc)V n w wMz w Z= 0 _j O mcr w � .J VQ _j OQ C.3:2 L00 V� CL � • . � 0 L .� 0. 0 o6 L0 vi o6 (o LLJ 354 .......... T_ � ," CONSTRUCT 35 ± L.F. 18 N 1 r(n II j N z • V 1 z Z w 350 :...:...:'may PARCEL 5 0000 ................ 346 .............. a c� U) w En 18 INV E -W= r PROPOSED R/W r 342 :...� 3#9-3 34 2 ' 2 4 :... ... rr 1 �� w, n 24 " INV N'= 1 U3 ...92.24- ...:.. W co 12 Lol S U STUB �c PLUG ,� �' 338 :...:.. ra . . y. :.. . ................ 3:: w > 339.50 -. -- -- -- 334:...:...:... t M ... ................ 330 ........... * r' cq 8" INV= 4' TYP 340.25 00 w w �! N Ur f 11 �-- Z Lc)V n w wMz cnOf w Z= FL- 0 +Z2 mcr w � .J OQUw _j C40 C.3:2 L00 V� CL � • . � 0 L .� 0. 0 00 6" INV= I� 0 - � 341.09 1- r - 2 < � �� , 34 34' I', T_ � ," CONSTRUCT 35 ± L.F. 18 N 1 r(n II j N z • V 1 z Z w + PARCEL 5 0000 V a c� U) w En + + �� r PROPOSED R/W r an N � + rr 1 �� w, n w OI 1 U3 1 w - �r W co 12 Lol INSTALL 259.2± L.F. INSTALL 219.5± L.F. 114 v f NOTE "A ": CONTRACTOR SHALL CONSTRUCT SEWER 1 z 13 w SEE DOTE "A" to w 0) FL- w`i w w N c to mcr w � .J BOLTHOUSE DRIVE 0 ,� _ 347.96 w w t ' ^ ` V Tom' V J � 1 � Z � f" CL z LOZ 50 Z' �_ >°-- + 340.86 S 00 6" INV= I� 0 - � 341.09 1- r - 2 < � �� , 34 34' I', a � O , � ," CONSTRUCT 35 ± L.F. 18 N 1 r(n II j • � * ° z • V 1 z Z w CL -3 RCP w /RGJ PARCEL 5 0000 V a c� STORM DRAIN @ 0.11% w En + + �� , 6 C-4 +cam an N � + rr 1 �� + . 18" INV E_ 1 U3 � � 341.11 co � w U STUB �c PLUG ,� �' cn 6 3� INV= 1 u a �- � 3:: w > 339.50 -. -- -- -- a�D t M w V'1 °'.. 18" INV E-- W= U} ut 341.E - [Jt ](+ I go 24 INV N--S= INSTALL 259.2± L.F. INSTALL 219.5± L.F. 114 v f NOTE "A ": CONTRACTOR SHALL CONSTRUCT SEWER 1 z 13 w SEE DOTE "A" to w 0) 1 w`i w w N c to w co wvr• N C 0 w w t ' ^ ` V NOTE "B ": CONTRACTOR SHALL REMOVE EXISTING w CL z 6 SEWER LATERAL AND INSTALL NEW 8 PVC �_ >°-- + 340.86 PROPOSED R/W 00 6" INV= I� 0 - � 341.09 1- r - r- Lo + ,N .d- tYl � ro V V � N 1 r(n II j Z* . z • V 1 z Z `�v � Ili 0 PARCEL 1 M & 00 0w Up �wm 0owD V a c� co V) z w En C*4 00 cow C-4 +cam an N 00 + w w 0D v- U +� r• + + . 1 � INSTALL 259.2± L.F. INSTALL 219.5± L.F. 114 v NOTE "A ": CONTRACTOR SHALL CONSTRUCT SEWER 1 z MANHOLE PER C.O.B. STD, DWG. SW--3 OVER SEE DOTE "A" EXISTING 18 " SEWER MAIN ALONG BOLTHOUSE 1 DRIVE. - C 0 SEE NOTE "B:' NOTE "B ": CONTRACTOR SHALL REMOVE EXISTING 61± l CL z 6 SEWER LATERAL AND INSTALL NEW 8 PVC c� m SEWER MAIN AS NOTED. !� D 2 w w C/) ' w U. W '0 1..6�� rL W o CL 11' 34 90 � -�' r0 w En 1 34' 11' � V � � BOLT HOUSE 00 -H ... X00 z 1 � Q • co � w 0 + (0-4- Xw & 3 X24 `- �u �� w �- � 3:: w > a�D Va T- tit w V'1 °'.. HORIZONTAL: 1 " =40' VERTICAL: 1"=4' STUB & PLUG 8" PVC SEWER @ 8-� p . 'Z010 8" PVC SEWER Q oy �• , 04 m I— Q2 cr) w :qk :D .01NO po j � � Po' ��< � �w w w w rL � w F__ _j I_ _J .. _ � _Jm L0 Z U?0 U)0 V) 0 rU) 0 � �+< �_ f� z Z zas �z -r °Z °� ° Q < Q o0z ZLLJ co �i • •© �w a'•° r°°•® +!_moo • cps N � � � 00 air) � � X ........... . . . . . . . . . . . . . . . . . . r• . . . . . . . . . . . r ..,r.. . . . . . . . . . . . . . . . . . . . . . . . e*- �--• - • 0 W 'd �, . . . , . . . . . . . 3 5 4 V) °�..................... 0 . A PPROXIIVA TE. Df ,51G it GRADE . �`� e► o� •-' �°� - - A8O Vf 5f ER AND STORW DRAIN � �........... t ... '� 3 5 0 �. ...... ,�..... .. ��'..... ----------------- ................................... ..................,..................... ............................... ...... ............................... ......................... ............. ......... 346 . . . . . . . - ..........� ..EX 1.8" .INV= - - - - (341.01) - 18" - IN V E-- W- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . . . . .j34 2 24 , NV . `7 4 » . 2 INV! - S.- . 1.8" INV E-- W=-- - - - - -- - . -- �� �, _ . . . . . . . . . . . . . . . . . . 34a1. 40 . . . . . . . . . . . . . . . . " .,, . -~ , -- EX 24 INV= 341.40 •24 I N -V- N -- S =- - .40• r-�. 24 i N V S- 341.a44 .- . . . . . . . . . . . . . . . . . . . . . . E.X. 36" . INV= 338 ( 339.47) , _ � 1 . p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE: VERIFY EXISTING LOCATION ACID ELEVATION *IN FIELD, - PRIOR TO' �'� O •INSTALL OUTSIDE DROP . Q� �• CQNSTRUCTION AND NOTIFY A CONNECTION PER C.O.B. . . ENGINEER .IF THERE ARE ANY �j - - STD. 5W--3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . .DISCREP.ANC.IES.. . . . . . . . . . 334 .................... ............................... .......�.,'�.. .......... . . . . . . . . . . . . � . . . . ................ :. .............330 • INSTALL -209.1± L.F. 24" CL-3 . INSTALL 89.4± L.F. - INSTALL- 131.9± L.F. -24" CL--3 RCP: W /RGJ STORM DRAIN C �: : 24" CL: - -3 RCP w /RGJ RCP W RG:J STORM DRAIN C • . . . . . . . . . . . . . . . . . . . . . . . . . 0 A IYa.* . . . . . . . . . . .STORM - DRAIN -@ &..-31-7o . . . . . . . . . . . . . . . . . . . . . . 0.•4j7 °/0 . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 0.4TD)o 13+00 14+00 1 SEWER & STORM DRAIN PROFILE 18" INV E= FL= 348.06 CONSTRUCT 45'± L.F. 18" CL -3 RCP W /RGJ STORM DRAIN @ -0.11% 18' INV W= 341.12 i 341.tl'Y , Qg L8:°_SWR. INV= 337.98 STORM DRAIN SECTION N.T.S. m ry 0 CDc IN ZUZ L0 N- J M STUB & PLUG 18"r INV W= CONSTRUCT 13± L.F. 18 341.40 - „ 341.42 CL-� -3 RCP W /RGJ a� 24 INV N--S= STORM DRAIN Q 0.20% CONSTRUCT 17t L.F. 18 CONSTRUCT 13± L.F. 18 2 C - 34.1.40 L 3 RCP w /RGJ CL-3 RCP W /RGJ STORM DRAIN @ 0.20% STORM DRAIN Ca 0.20 8" SWR INV= 338.43 (IT"II STORM DRAIN SECTION N.T.S. 0 �Z3 '­le ;?-Iqe GATE V dog U- 0 KC o w0� I— �u®� (zo u- z0- �O �0 z�cnu3U zwLuFr. 601 rr mi w-° <cz"�wr wz0w w __ ww"c_ z�W 'o cr_ 9 �? C L Qc o oz>'� Ora l -.4 c `< 0 w trite 0 �00?�'0m >o c" _�X_ ©LL'zu>.w��L'•-u)0 Z U- �a wG,O0„�, wu�z°, -€r aOQ�i.,,aw zo� trio- V'a<- tn��zo� 02Z r ui �:c 0 w�QV<c0w I—ZLIJ E --z�0) V LL. z CL z z -- w . Ow Q-M>�°c� o= Qw Uzi Wco <�Cjz°VCaCI z 0 m U� W= W_ L w s<0= . _j X° WW �'_W� Owwo --'4=m t- F- 00w�-- -V0WQM 0 ..�. cy) cr) Lo ._ 0 z r- '- ° CN � RC.0 o A) X U) 06 Q) UJI W �� Z �0 co �- C%4 CD 0 0 o cl- z Li! o LL � FL= 348.06 CONSTRUCT 45'± L.F. 18" CL -3 RCP W /RGJ STORM DRAIN @ -0.11% 18' INV W= 341.12 i 341.tl'Y , Qg L8:°_SWR. INV= 337.98 STORM DRAIN SECTION N.T.S. m ry 0 CDc IN ZUZ L0 N- J M STUB & PLUG 18"r INV W= CONSTRUCT 13± L.F. 18 341.40 - „ 341.42 CL-� -3 RCP W /RGJ a� 24 INV N--S= STORM DRAIN Q 0.20% CONSTRUCT 17t L.F. 18 CONSTRUCT 13± L.F. 18 2 C - 34.1.40 L 3 RCP w /RGJ CL-3 RCP W /RGJ STORM DRAIN @ 0.20% STORM DRAIN Ca 0.20 8" SWR INV= 338.43 (IT"II STORM DRAIN SECTION N.T.S. 0 �Z3 '­le ;?-Iqe GATE V dog U- 0 KC o w0� I— �u®� (zo u- z0- �O �0 z�cnu3U zwLuFr. 601 rr mi w-° <cz"�wr wz0w w __ ww"c_ z�W 'o cr_ 9 �? C L Qc o oz>'� Ora l -.4 c `< 0 w trite 0 �00?�'0m >o c" _�X_ ©LL'zu>.w��L'•-u)0 Z U- �a wG,O0„�, wu�z°, -€r aOQ�i.,,aw zo� trio- V'a<- tn��zo� 02Z r ui �:c 0 w�QV<c0w I—ZLIJ E --z�0) V LL. z CL z z -- w . Ow Q-M>�°c� o= Qw Uzi Wco <�Cjz°VCaCI z 0 m U� W= W_ L w s<0= . _j X° WW �'_W� Owwo --'4=m t- F- 00w�-- -V0WQM 0 ..�. cy) cr) Lo ._ 0 z r- '- ° CN � RC.0 o A) X U) 06 Q) UJI W �� Z �0 co �- C%4 CD 0 0 o i - cl- Li! LL C 0 w w z CL ca L m � w �- W 2 w w � w U. '0 1..6�� rL W o CL NNW A" � 00 >V 1 i - STUB &PLU -.9dow V !l t � STUB &PLU -.9dow V !l