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HomeMy WebLinkAbout5.2-12166 Ph 1 Record DrawingA � w uW,I yt�.. mom oW1-- p. ZV�W wytwi FQ- z w rwu�� ZOq. z M ws ZrZwu'$O rn CA L0 txmiwZo>��a 'V'Jlt O zww�VJ��� W —L L J 0 -j��,yww¢zwu�c.� IWOow �"- � N wzo y orU1.- 01.-0 <uj � U ZZ�—.�ZOpw QWOQ0 0 CO Cn W ww(nc6 CDZO LL ZZ_0EL 08E VI Parcel Ma 12166Hr.< RZ�j�DrCwzZp < m N mz��dwy _WSW $ xpzWQo m W ,.,: Co -� 01� 06 W N M �ow�pu�4�zo N ti IE \IV EE F J T F 4 F) F I J ID i W6Zs4 Z N 0 �w-wzotic4iw 1..�� 0 (/) CV viTt39Nr0zo r, ` Z .' M zow�=owcAjzd� W W u) �.. Sazoarcw.�F� ZO N Gfl ~zm3ag©o ci 0z- wWo � PHASE 1 Qg as()wv,90 0 V_ cnwoCL �rzaWZwQm idou o a - vi w w A ttaw=��>�©p 0Co �W ao� ,W�E� j oz-0alzAKERSF1 LD, CALIFORNIA 0!�I-_ P? �w L iowzo �!5' T6ELu i NOTE N w Lj AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC z o , V u. x .__jz z WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET D L_ z © 0 z RIGHT OF WAY. UNLESS SECURED ' BY A SUBDIVISION AGREEMENT, SECURITY BASED ON( J a Z (6z< o w AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY O w sn w o P = I._ >- AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. w m m w rC x z m w Iv ^- Q AQ- 6-1 LEGEND m d�ZZ0w X SHEET INDEX NUMBER w ©N m a m 0 w xw -zo v) ~ ac / cn z v w SS 12 SEWER MANHOLE W/NUMBER W a's w w g z --I w p w 0 ® JB#12 STORM DRAIN JUNCTION BOX W/NUMBER W002<00 Z Q� m w v� N- z z} S F.- L3 m I>ZYz0 cn0 w w S SD#12 STORM DRAIN MANHOLE W/NUMBER wcr a W z N w 0 to w / CB# 12 CATCH BASIN W/NUMBER It ,� L,, o w ©� tr ItLL_ a / PROPOSED SEWER MAIN c3 -i 0 w m U- a a a PROPOSED STORM DRAIN ¢ M a o z v N ��NEER \ S EXISTING SEWER MAIN G- � a 0uj_j © o0 0 v o�Q`. SD EXISTING STORM DRAIN j -► a 0 o �. 5 �? N a y R VI EWED Ba. Y: TMH- c NI.-u-a�- ~- r �" IIdV PPE OFTOP MANHOLE ELEVATION TIONATION w z z Q Q F w -i::; (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) cn z = o/740-5 W x o v Q Q ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE RECORD ®RAW11'tiiG { a © X P.V.C.- POLYVINYL CHLORIDE -- < v v cn cn z w 0 t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY I f W_ zQQ w o www oALL LENGTHS PRIOR TO BIDDING THIS PROJECT z U) L>_ 0A APPROVED �� aR.C.P.-REINFORCED CONCRETE PIPE 3 z fi 1 R.G.J.-- RUBBER GASKET JOINT 1 = FRED W. PORTER, RCE 33448 EXP. DATE — — — — — — — _ — _ __I 1 / ` � CB- CATCH-BASIN � PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE { i // Q. NIC LAS C. FIDLER, R.C.E. 61069 I / PARCEL MAP 12166 w PHASE 1 BE CH M ARK USED: V) I ,' /' ``�F<q Q T W TOP OF CONCRETE MOt UMENT IN A LAMPHOLE AT THE SOUTHEAST UJI { / / �q�j W CORNER OF SECTION 13'-30/26, BEING ABOUT 50--FEET SOUTH OF THE MATERIALS LIST g +� { PM 12166 RAILROAD TRACK ALON THE CENTERLINE OF BUENA VISTA ROAD. ESTIMATED QUANTITIES FOR PLAN o ,PARCEL 1 I / ` CHECK AND INSPECTION FEE CALCULATIONS. z I / s#� // / ELEVATION = 354.13 NOT TO BE USED FOR BIDDING PURPOSES. — — — _ _ — — — — I / / / o(o SEWER _ T _ / SD# �NT� / PARCEL 2 // �—(o j — I / / f VISTA RIDGE BASIS OF BEARINGS: 8" SEWER MAIN 190 LF { _ — / _ CB#2 �' /PARCEL 3 RIVE 6 SEWER MAIN 372 LF I — / ss#1 qy J0#2 // f �� THE BEARING OF N 00 7 45 E ALONG THE CENTERLINE OF BUENA SEWER MANHOLES 3 EA is#1 �8#3 VISA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN ADJUST MANHOLES TO FINISH GRADE 4 EA I 7 3 BOCK 57 OF PARCEL NAPS AT PAGE 169 IN THE OFFICE OF THE KERN TIE—IN 2 EA I / /ss#2 z ,C.... COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN — — — — — — — — — — / I sS#3 HEREON. — — — 1 / PARCEL 4 { CASTORM DRAIN I `- �` --� � � o} o �+j 30" RCP STORM DRAIN 194 LF I / / cr } `� W LII I I M I I,� 1 �� 1 I �,.� --�,_R L7H 24 RCP STORM DRAIN 169 LF / / ►- C� 6223 i� W 01 C �`� �� r`' 18" RCP STORM DRAIN 328 LF / �z PM 11964J wuj `�'� TYPE A CATCH BASINS 2 EA Q WHITE LANE T JUNCTION BOX 3 LF / / '� o W -Qp I > z STORM DRAIN MANHOLE 1 EA 0L THOU l II i 0 ADJUST MANHOLES TO FINISH GRADE 5 EA-----SE o TIE-IN 2 EA o``'- DRI SHS NQT IN EX iG) TITLE SHEET MUIRLANDS _ 4 A © GENERAL NOTES I PM 12135 z r7R-61f_6 © TRADE CENTER DRIVE VENTURE WAY UNDERGROUND SERVICE ALERT �`----___ _ _� E OF SOUTHERN CALIFORNIA A DRIVEa r�--- �,�:�� e�FOR£ yD AcdF o PM 11959 Z TR-5135 ��` , ° o f I z PROJECT SITE TE TR-51 � S I .. � yQ A PM 12061 � DATE 10/ PA JOB No. 2642T7 130LCAp .+ Tfqou ec�(tryD SERVp0E SHEET N > WEST MING SPECIFIC P AN AREA DIAL TOIL FREE I-M227-M E AT LEAST TWO DAYS BEFORE YOU DIG KEY MAP VICINITY MAP NO SCALE SCALE: 1'=200° COB RECORDS No. OF 3 SHEETS 1. ALL CONSTRUCTION SHAL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF z BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. 2. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN 12. ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DESCRIPTION D PARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE ❑ STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND 5W--2 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 SW -4 BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET PIPE SADDLE DETAIL RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN ❑ APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET 13. RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR DRAINAGE BASIN PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY SW -8 CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE 14. SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT SW -11 THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS 15. 014 THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ® ASSOCIATES, INC. MUST 13E NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND 16. CONDITIONS SHOWN BY T ESE DRAWINGS. 6. EXISTING UTILITY AND UN ERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR 7. OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DRAINAGE WELL, TYPE "B" DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT 8. ( .S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO D-5 ANY CONSTRUCTION OR EXCAVATION. -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD 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 (10/22/13) 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. Al WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED MD REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION LL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR z OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER 2. OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF UNLESS ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR DESCRIPTION JCB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING ❑ E OSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION 5W--2 PAN IMPLEMENTATION A D THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RIGHT OF WAY FOR CONSTRUCTED CHANNELS REQUIREMENT SHALL APPY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ❑ HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND SW -4 T E ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION PIPE SADDLE DETAIL WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM ❑ T E SOLE NEGLIGENCE 0 THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR I5 IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND DRAINAGE BASIN SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL 4. SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO SW -8 FILING HIS BID PRICE FOR i THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED 5. CHANGES TO OR USES 0 THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE SW -11 A PROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL ® RSTAKING OR REMARKIN SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. S E WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF JUNCTION BOX T IS PROJECT. VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD 1. All MATERIALS INSTALLA ION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD z 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 UNLESS THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. P C PIPE INSTALLATION: CITY STD. No. DESCRIPTION ® A. MATERIALS: IPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS ❑ D-6 D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE 5W--2 TRENCH SECTION FOR CONCRETE ENCASED PIPE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL RIGHT OF WAY FOR CONSTRUCTED CHANNELS ® BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ❑ D-8 ARE NOT PERMITTED. ® SW -4 MANHOLE, TYPE "A" B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN PIPE SADDLE DETAIL ® ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS ❑ I TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. SW -6 6" CLEAN OUT C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. DRAINAGE BASIN ❑ 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 SW -8 014 TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE CHAIN LINK GATES PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR EWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER SW -11 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 D-1 THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS JUNCTION BOX 014LY 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 DRAINAGE WELL, TYPE "B" A14D SHALL BE 4" IN DIAVIETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL B CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD D-5 DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD DATED 1/11/99 STANDARD PAVEMENT PATCHES SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD S ANDARD DRAWINGS SW 6. 10. S STEM TESTING: IN TALLIED PIPE SHALL B CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MAN JAL 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 (CAN'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 III (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 WATERJETTING 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. NOTE TO CO TEACTOR 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 STANDARQ PLATES z 0 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. Q (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) CITY STD. No. DESCRIPTION Q CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ 5W--2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D--7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ® SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" n D-9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D--10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT ❑ D-11 DRAINAGE BASIN ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE ❑ D-12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ❑ D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D-14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER UFT STATION VALVE BOX ® D--16 GUTTER DEPRESSIONS ❑ D-1 INTENSITY VS. DURATION CURVES ® D--17 JUNCTION BOX ❑ D--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 DATED 1/11/99 TRENCH BACKFILL & COMPACTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES ® SW -7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) -0 wRw O ma Z Vv� Z "m w H �mww� jg:o w¢az��wm'mc w=0wu. Za L_.0 �gwcia o<00U v>wWww20wZ ZM%2OZw9K w>-wOVzrcn� ¢F'-�azwa m 00�3��oz�a v za�cnw,-95 0�pwawa►-op C6 CL xvrcnavrx zoa Qw0a- oma CO ?cUwN-zw4 LLz�m3aZzz� U 2w►-wwpwu- wwSI;Q00Za© z¢ww a�a>. o lf�zx c9wwx��za^'¢Oca p�WWii O� �`�'QopwZ>m °ate =z°p-'tituTa. oEglln� U z 0 0 Q C) ILO W z Er WW55 EL'q LL. M Q W LL1 > U v- 0 U) 0610) 0 N LL Z -'c: cts R m C,,, W 2O ZU) p... .N W �M V N 0 0 `4 ICL \NEER * k- =Q�, rn yip u) o , wow>� VJ z z ...�� v) I.L. 0(0 �- (D V) T� 0 (N4 z04�•- 0 w Ld w W W rn v / z 0 0 a I z 0 Q W Il-- 0 a w w Lu x w 2 LU w WW55 EL'q LL. -1 a O 0. \NEER * k- =Q�, rn yip u) o , wow>� VJ z z ...�� v) I.L. 0(0 �- (D V) T� 0 (N4 z04�•- 0 w Ld w W W rn v / z 0 0 a I DATE 10/27/2015 PA JOB No. 2642T7 SHEET a E N N OF 3 SHEETS z 0 5 LL1 a DATE 10/27/2015 PA JOB No. 2642T7 SHEET a E N N OF 3 SHEETS ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 9' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. 8Y= FRED W. PORTER,.� RAE 33448 EXP, DATE INSTALL SEWER MANHOLE Z I Jm INSTALL SEWER CLEANOUT ozz INSTALL SEWER M .0 o PARCEL 4 INSTALL STORM DRAIN 1� cm INSTALL STORM DRAIN MANHOLE b I INSTALL STORM DRAIN JUNCTION BOX 0 INSTALL TYPE " " CATCH -BASIN - - RIGHT-OF-WAY PARCEL 4 EX S — EXISTING SEWER Q EX SD EXISTING STORM DRAIN 352....... EXISTING EDGE OF PAVEMENT ~o" 5 STORM DRAIN STATION ¢ � S SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 9' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. 8Y= FRED W. PORTER,.� RAE 33448 EXP, DATE 6" _ -� ' - - Q M 0 — L. .._...._--.... _.__. _ _...-I Qw � N Q- 0 f dc It U q I^ v gm z w�(/) ;FitPUBLIC UTILITIES AND SIDEWALK EASEMENT- LLjz ©``� z DEDICATION PER DOC. NO. 0215142036 O.R. Qv o awp OQ_j Nd w $�Ofl O m 04 Nj Q o� $ o,� X00 g + FUTURE PARCEL �► 0 O �i 0 1� � +� r� CD ~O�1-NS N VQs ; CL' U p to V) W LLJ Z N V) V) W � NOTE "A": VERIF EXISTING LOCATION AND ELEVATION INuj f- d FIELD, PRIOR TO ONSTRUCTION AND NOTIFY ENGINEER IF u~i o THERE ARE ANY ISCREPANCIES. PHASE 1 � 11 ii �U- C6 CJ � 0 5' 11 J � U_ Q. m w v Q 18" INV S= U 18" iNV N= / 342.11 CONSTRUCT 27.71 L.F. 342.23 18" CL -3 RCP w/RGJ CONSTRUCT 17.7± L.F.J STORM DRAIN 0 0.40% 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.56% SIQRM DRAIN SECTION �., N.T.S. —1 X 0(/) m 0z Z lu*)�Oj O M� U z 0000 --�l NN PARCEL 2 N N _j X 0z bin w C) O Z H 17d U 00 ap -5 N No v; 51A0 -%'6"E � m � 1^Z 0 o�A Ow 0i" " + PARCEL 3 to N t7� N SEE NOTE "B" 8" SEWER MAIN 11 0 If D ow Z I Jm >V)----------- ozz Ozz M .0 o PARCEL 4 W J� J 1� J� X 0 �� = Nrn ¢ vi 0) W c0 Z 00 6 OO 0 M OMO m o+o + 00N V) Oz�w ((n S PARCEL 4 wvc)z Z N Q uj Q Fw- 1 oZ N N 352....... ................ P2 ~o" j PARCEL 1 ¢ � 6'" � s TEMPORARY TURNAROUNDEASEMENT TO J 0 cO _0 't'* 348....... ...............: .'....................... 0 CITY OF BAKERSFIE D PER DOC. NO. ............... :...:...:... 00 cp Ma -'THE O.R. . . . . . . . . �� . . . . . . . . . . . . . . . : 342.E . . °°c.6 + N LID to ' --� 336....... .............. W 3'eIt Nt NV) ................................................... 11 Q uLLw 332....... ...................:.. ................... NN 24 s� NN(n 26+00 r — X " IN = r d'� 341.47 --- - - - - - -pp,)._..._ _ 94.2' --� Nof co _ 4 Q N M N ow I' D 27 a 24 24+78.65 N5635'46 W 5 1 www CL a N27+06.12 _ >_ i7 N °' 6" _ -� ' - - Q M 0 — L. .._...._--.... _.__. _ _...-I Qw � N Q- 0 f dc It U q I^ v gm z w�(/) ;FitPUBLIC UTILITIES AND SIDEWALK EASEMENT- LLjz ©``� z DEDICATION PER DOC. NO. 0215142036 O.R. Qv o awp OQ_j Nd w $�Ofl O m 04 Nj Q o� $ o,� X00 g + FUTURE PARCEL �► 0 O �i 0 1� � +� r� CD ~O�1-NS N VQs ; CL' U p to V) W LLJ Z N V) V) W � NOTE "A": VERIF EXISTING LOCATION AND ELEVATION INuj f- d FIELD, PRIOR TO ONSTRUCTION AND NOTIFY ENGINEER IF u~i o THERE ARE ANY ISCREPANCIES. PHASE 1 � 11 ii �U- C6 CJ � 0 5' 11 J � U_ Q. m w v Q 18" INV S= U 18" iNV N= / 342.11 CONSTRUCT 27.71 L.F. 342.23 18" CL -3 RCP w/RGJ CONSTRUCT 17.7± L.F.J STORM DRAIN 0 0.40% 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.56% SIQRM DRAIN SECTION �., N.T.S. —1 X 0(/) m 0z Z lu*)�Oj O M� U z 0000 --�l NN PARCEL 2 N N _j X 0z bin w C) O Z H 17d U 00 ap -5 N No v; 51A0 -%'6"E � m � 1^Z 0 o�A Ow 0i" " + PARCEL 3 to N t7� N SEE NOTE "B" 8" SEWER MAIN 11 0 If D ow 1-" i,.=>ow >V)----------- ozz Ozz M .0 o PARCEL 4 No , MID ._j 1� N �� = Nrn ¢ vi 0) W c0 Z 00 6 :2 + N M OMO m o+o + 00N tic N ((nn ((n +�� °�En NU) N NOTE "B": PROPOSED SEWER AND STORM DRAIN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD SHALL BE DEDICATED ON FINAL MAP. VENTURE WAY �Nk HORIZONTAL: 1"=40' VERTICAL: 1"=4' 'L© SA� Z I= V) x w 0 co z r< + V) N SJQRM DRAIN 5EC]]Obl N N.T.S. zmh= 0 � 5<- w w O z O Z tri conn o INSTALL 166.6± L.F. 18" INSTALL 128.4± L.F. 24" INSTALL 104.1± L.F. 30" INSTALL 88.9± L.F. 30" EX 70.3± L.F. 30" CL -3 RCP w/RGJ CL -3 RCP w/RGJ CL -3 RCP w/RGJ ---- CL -3 RCP w/RGJ CL -3 RCP w RGJ STORM DRAIN 0 0.44% STORM DRAIN 0 0.+W. STORM DRAIN 0 0.i+% STORM DRAIN 0 0.++%.09 STORM DRAIN 0 0.11% i I X19IN 11 t7jEN [> 11 F710 11 t -1M if calm 11 olm Ulw of 27+00 28+00 29+00 SEWER --STORM DRAIN PROFILE 37 30+00 352 '348 344 '340 :336 ...........:332 31+00 : L.F. H/RGJ 0,31% m STORM DR61NSECTION N N.T.S. ow uj >V)----------- ozz Ozz M Iii ..... 00 W w S/Yi W '�d'D 00 00w 1 00 00c) 00 000 000 LLLI S PARCEL 4 ' j 'd + + V) xx Fw- 1 N N N N 352....... ................ N..:...........:. .� ..... j I o 30"S 6'" � s .x to CO W " / 348....... ...............: .'....................... / ......................... 344:...... ... :.......: ............... :...:...:... ..... :.. O (0 18" INV N -S -E=' 18" 340. . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . : 342.E . . . . . . . 341 j a r---- --� 336....... .............. W ..:. ................................................... 11 ....:...:...:.......: uLLw 332....... ...................:.. ................... 24 00 25+00 26+00 27+00 28+00 29+00 SEWER --STORM DRAIN PROFILE 37 30+00 352 '348 344 '340 :336 ...........:332 31+00 : L.F. H/RGJ 0,31% m STORM DR61NSECTION N N.T.S. Ld ow uj >V)----------- I:=0 M Iii ..... 00 W w S/Yi W N / 1 W / S PARCEL 4 t`) SEE NOTE "B / xx Fw- 1 �, U - — — S F"4 II / j I o 30"S 6'" � s .x to CO W " / (� 0X V) N CO) � / rv4'7 x< N O — Ld uj >V)----------- M Iii ..... 00 W Z W +, N us� 1 14+41.4 z S — ""S xx Fw- 1 �, U - — — S F"4 Z -- SD --N00'57'45"E o 30"S .x to CO W " 4) (� 0 w V) N CO) � 'yJ WX rv4'7 N �t N O — O (0 0n.. \J O N V-- z w Zw u,1 � a r---- --� W �' " 11 "A" uLLw O `- SEE NOTE C� x Z o F- m (/)z X p W N0 Z + p •� V) PHASE 1 pjRE WA y _l ,EFT NOTE "A" U 00.0 6w0co zO~ wQ w *Z11 -w m o� zaz cm: W. W� 1"'-"o r-oIntii� Zwwo: J�giac�a wio�w�w� 01-1.-lX_wa agt- aw'-z�vOw� ozdXtir- 1x.a QQ � �w co Lu U 6,0o9oo° p:0ogom - — 4Luui>- Uzxc�i�wn' - o�Tz8f5wm S3z$im oa§azM__j i w 9 m a S U S U Z 9awa'Ew Q< 0 x 8-=�WiZw<o© a:i-Zw§;5Urntn U;;UWI. W Z w<tw U p—.Wz Z Q V Z' U t aa0wO.�OaQ� owO�Ww�wui o� wo0z10 ?zam µµlI LuZ�c'0 H I.- 0'' W U OwC � ry PARCEL 3 U Z _ M Iii rnLo La o W Z W �a- m c"? LL to a � xx C/) �, U - Z Q W 00 C'4 ,max .x to CO W Z 4) (� 0 w V) N CO) � W �.... 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