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HomeMy WebLinkAbout1.2-6678 Rec DrawU - LL L% L„ Li. ■ FW C) LLU 00 C) _.i Cr Z a Lu Q mownuia) Uj uj < -w Z cl a¢z'= �-" -zoz �s�tZInpwmw C�L�WZz�" •V ZL11LuW .)o¢�aw c� Li.t !wsw -- ico sMZm Z 0) L s = Cr) U ,r. 0E-F-- �,co2Crm s L s.. u)z5pLL01-- < > o X = lz w z C) m 0 CD Z z 0 'co -0(0 '<t�o_"- �oz� -w X o CwYL�ito�crl dzt.� w z CL z�c o 0 — 0 --5 0 0- U) cnz W frF- - WsLu Z cu c/) -- m: F-- M Z co LL < as act- - �c�ZwEi _m W a c 0�< aw,- -I � � N G��Zop�Cl1J�'Z� �°' � M Q 0�W m025�x r r- ° wC1. _ .r w F-- w z Q CV co z0zwwpWoz< uj °, a�Z°C�w >C�<t lU 0 Lu Z w < 0 < 0 ui z w z Z F_ C z z w w o w W '� W D LL LL 0— co � <0wC—/) �p 0 D = U Z tf) Z� �C7LL -CrMm 0o -- F_ scrim_juiuj O WS=z <Jo"' ww Q 0 > a _1 Qcn awifwuj mwQca Lu<p0Z> pF-� C7m� ~VjoZtYW Q With -j ­5 Oo.. >� WWv0Wz �>-c/) Fm -�0CL U_ 0ix< R'l_ E-_,%ovmL; VAAWNti LL c:j La cn w LLJ 0 0 Wo, M Z Z 0 z n LL- Z J00 LLJ ._1< �cn Z"R�w 0 LLI Cf) LLJ m REVIEWED BY* oolp wm 2WV o 6i m Cl < W opal SOW Zo. w00 J Q -I W :8'Yr-' `f'R,,,E.ur`l_ W, >_ < D vR7 ER m < O -. DATE w w2� UNDERGROUND .SERVICE ALERT �� O � � w .zR mm OF SOUTHERN CALIFORNIA W w a 25 cn � LL SISTANT PUBLIC WORKS LI.J Q � I- ASSISTANT RECTOR, CITY OF BAKE__RSFIELD DATE �. ww�o�� � � � NSF ORE yob Pay of 0.Y � Wa i G z m 0 APPROVED BY, W a. F • w>-- W3r,0Z�m �' w w M LLJ wmWZD w 0 LU �- s �0�J o� m 0 < Q A �".. � � w W L- v- ZF-LA.i< W(n XO �'wi.,..w=ZwGL'�. cn 0 U B IC wo�KS DIRECTOR 0 1— Z TTY CF BAKERSFIELD � P w � �► � DATE 9 �,� w ._, < n Z RAUL LL. e ROJAS R*C*E* 39880 B c% O&�D Rv ` G ` �� -�c�Q J U) Z 0 Um _., -- DIAL TOLL FREE 1-800- 227 -2600 BENCHMARK USED (n o Z x Lu • AT LEAST TWO DAYS BEFORE YOU DIG 'a Z >` '� TOP OF �<������o � °"' ��• CONCRETE MONUMENT IN w � o , z AT CENTERLINE INTERSECTION Z < OF OLD RIVER ROAD AND HOWELL DRIVE PER CITY OF BAKERSFIED, ZoF .� �. �, ,.Ju�U�cr��wo Lw>- C�C.�moo ELEVATION = 366,605 (USGS DATUM) Fn (n 25 a. wcn � >- o w w �--- t� [ sxm Ow PANAMA BENCHMARK SET, _._..__._...__._._- LANE `- -- -- -- - ---- -- -- +_— .— '�1� —°r'— per— o— c® #' TOP OF CONCRETE MONUMENT THE INTERSECTION OF -- -____ PINE FLAT DRIVE i� � AND NORTH TRACT BDRY OF TRACT I 45 MATERIALS LIST N-0. 42 43 44 - SHEET INDEX i .1 Q f ESTIMATED CUANTlTlES FOR PLAN 46 ELEVATION 344,54 CHECK CK AND INSPECTION FEE CALCULATIONS. r° CD TITLE SHEET _ SS 1 s NOT TO BE USED FOR BIDDING PURPOSES, 47 i SS #6 ovR _ BASIS OF BEAR GENERAL NOTES -- DETAILS • SEWER 9 e 40 39 �-- THE 000331501t C LE A�V� kS9 . C, &��4 W AJ I BEARING OF NORTH i , EAST FOR THE WEST SEWER MANHOLE i LINE OF SECTION 1 � EA , 29, SEWER CLEANOU T H o&sptiTkl Le Okvl�ey- Gc�u ' - 00 . 3® S., R• 2�' E. M � � EA �33 34 5 M. BEING TIDE CENTERLINE << OLD 8 SEWER MAIN 29354 t , RIVER ROAD) PER THE KERN LF ck?$ll-lAcll& Gf Zc�� 6► tk9*T cac) oU N TY SURVEYORS SURVEY s SEWER MAIN � � INVESTIGATION ���- LF � i , � $, AND PERPETUATION MAP—NO, 7-1, 4" SEWER MAIN LATERALS T a BK* 6 PG. 26 WAS USE C 2,530 LF D AS THE _ VALLEY 'nE IN FALLS LANE 0: SS 7 -- . BASIS: OF BEARINGS SHOWN 2 EA , 53 UPON THIS MAP. � p , , , i � �: � 2 � Yi 29 , 52 �rj co tr 31 30 LEGAL DE.S STORM DRAIN I 56 ION* Q 28 PINE FLAT DRIVE e i 14 ' PORTIONS OF LOTS 1 8 AND STORM DRAIN MANHOLE 4 EA I C2 9 IN SECTION 29, T• 30 � 57 S., R. 2�' E. � � � c 2� ' M . D. E3. M . TYPE A CATCH—BASIN 4 EA � i 15 � 3 5 ..... IN THE CITY OF BAKERSFIELD, " # COUNTY OF 18 RCP STORM DRAIN OF - z57 LF � I � t � 26 CCORDI N G TO THAT CERTAIN ENTITLED �, 24 RCP STORM DRAIN 1 1 �3� SD #4 1 s \ MAP OF SAID SECTION LF \ , SALES MAP -� _ � SS #s 2� � 59 E IN 1 EA i , S 17 OF LANDS OF KERN COUNTY COMPANY" AND FILED IN THE OFFICE OF THE 24 COUNTY ON JUNE 169 1897# a i 5 ` ` 4 23 �. 19 i 2 � S a \�' 2fl cg# SS #4 �1 O i , a •r � r LEGEND ° 10* \�- LEGENr) SD #1 , TMH TOP OF MANHOLE ELEVATION ' 9 13#2 69 `� PANAMA LANE SHEET INDEX NUMBER i s8 8 �,''` so INV•— PIPE INVERT ELEVATION S s D #2 E, S N W -- (EAST, O)SS#12 S C � � SOUTH NORTH, WEST EWER MANHOLE NUMBER , i sS C� P.V.C•— POLYVINYL CHLORIDE , # s2 C)CO#12 SEWER CLEANOUT W NUMBER ° SS#5 = APPROXIMATE �' 0 s3 XIMATE LENGTHS, CONTRACTOR SHALL VERIFY PROJECT SITE .. S SD12 STORM DRAIN MANHOLE W NUMBER A ss , ALL LENGTHS PRIOR TO BIDDING THIS PROJECT �' ° A { A\ a s 5 \ 64 R.C.P.— REINFORCED CONCRETE PIPE CB l 2 �, a e ° �- A CATCH BASIN W NUMBER A{ ° ° , s ° L� A { 4 ® • RUBBER GASKET JOINT ae CB— -- PROPOSED SEWER ° k ,t o { ° Q n n ° ; MAIN OR STORM s° i 0 i p n } J , / �, `. d 1 'LIT O CATCH BASIN M DRAIN n, �, i � > � A ° \ f- / s 4 _°..+ N _ 2 EXISTING SEWER MAIN OR STORM DRAIN 1 A ` SD#3 `` �s a` �� ! / TRACT n _ w 6359 cn - - - -- - { �. ae . / / \r .r A out { { �o , �0.+� %., / i i TR'AC ' >' \ 'S� BERKSHIRE °� ,��. c FUTURE ^ ' _ _ ; ; ► , , ' , \�. ,.. �G /v\ i �'° i i r r te �V level J ROAD PARK SI TE (------ ' i i i , E ° ! // �� i � dye y� CO o { y�� � A , _} __.___ _____ .1 a ____�.J Y, -- - -.1_T __ -- . .. ° J � ' O ; ` aes � +5. i � s5 .max =a— axc =cSS. A , '�•�•- ' , / '` of /! g. O cn 1,.i�� xxxs_xxx==a=sxsam � l,' rrr _ 'saxaoa `►L J 1 w // FUTURE. _V , n P , , { __""" + ., =S=am _ --. _` aS, -- ..,,s,va► , ,f � t�•I� a_ L I ! { /�/ i J 1 9 ! { 9 { ! { ' i I to sl c U TCHEN ROAD , __.�________ __�_____ _�____ ! { J { { ! oil to DATE 06/24/201'3 'j�_ _� {{ ' A l B PA W 0 N 0 . " � � 2B5� co VICINITY. MAP c SHEET E Q NO SCALE _N_ o 0- SCALEw . i4_200" � 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 -500- 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. 5. 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-, SEWER 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. 5. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF 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 Ili (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 BACKFlLLED 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. { r ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED IN ACCORDANCE WITH CITY STANDARDS. TO FINISH GRADE EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) RECORD DRAWING BY', FRED PORTERt t� 1.. U_ uul UL- UL U- �►.. j O w0� �Z- C-) � ZUL. wa wm z�w -w��o a_z 8 t_ z0 Rw m` 0 w <zu,owm cnt- 1-0ir~ -Oz Jt%3tli U UO �w� -w<z w < w 0 =w�U (D F- u-c_ caw zA t�� C3wU� a) I ��w § 2 'm z <c LLI w�ww�,z0 w EL uaz,�w w 0('g aC�`-F�_.Csz 00� Q�za� a z J S z 0* z Ow�w� -00 CL W W 0- J] w c) < 0 z Ow '-z w U U LL L- E M ow U L O LL U a sj- a w w ��< w co 0 o =QWW�� z J >"Os.L�!� == �t w U 0 � i- � �<WU, 0m wn 6 <�w »�ou7F- LU Lu 0 m m0 FOwLU)_j > LCLI,LL tnm<cf) nE-ta`�o`n+fw <um,_j uza �0 >� ww�Owzc)> -C/) �._oGm0 w2=3 - - aa.F-- Uad_�; <t :1 U) �- t� ° co Cr) LO cu ui �0 P- > �cl? D 6 (0 0 cl) _0 I? x U) L a) cu < a) 0 z _ (-q Z 0 C� W c) 0 � NL CITY STD. No. DESCRIP710N CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER El D -6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE El D -7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS El SW -3 PAVEMENT PATCHES El D -8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS F... w 0 CL SW -4 MANHOLE, TYPE "A" � Q -9 PIPE SADDLE DETAIL SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS ❑ D -10 SIDEWALK UNQERDRAIN SW -6 6" CLEAN OUT El D -11 DRAINAGE BASIN U- 0 SW -7 HOUSE CONNECTION WITH VCP SADDLE El b -12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP El D -73 CHAIN LINK GATES El SW -10 SAND TRAP 0 D -14 CATCH BASIN, TYPE "A" El SW -11 HOUSE CONNECTION WITH CASs IRON SADDLE El D -15 CATCH BASIN, TYPE "A -1" El SW -12 SEWER LIFT STATION VALVE BOX [9 p -16 GUTTER DEPRESSIONS ❑ D -1 INTENSITY VS. DURATION CURVES El D -17 JUNCTION BOX ❑ D -2 RATIONAL METHOD RUNOFF COEFFICIENTS D -18 MANHOLE, TYPE "B" El D -3 CHANNEL PROTECTION El D -19 DRAINAGE WELL, TYPE "B" [:1 D -4 CHANNEL PROTECTION 19 ST -22 TRENCH SACKFILL &COMPACTION El D -5 RIGHT OF WAY FOR NATURAL CHANNELS El ST -6 STANDARD PAVEMENT PATCHES RECORD DRAWING BY', FRED PORTERt t� 1.. U_ uul UL- UL U- �►.. j O w0� �Z- C-) � ZUL. wa wm z�w -w��o a_z 8 t_ z0 Rw m` 0 w <zu,owm cnt- 1-0ir~ -Oz Jt%3tli U UO �w� -w<z w < w 0 =w�U (D F- u-c_ caw zA t�� C3wU� a) I ��w § 2 'm z <c LLI w�ww�,z0 w EL uaz,�w w 0('g aC�`-F�_.Csz 00� Q�za� a z J S z 0* z Ow�w� -00 CL W W 0- J] w c) < 0 z Ow '-z w U U LL L- E M ow U L O LL U a sj- a w w ��< w co 0 o =QWW�� z J >"Os.L�!� == �t w U 0 � i- � �<WU, 0m wn 6 <�w »�ou7F- LU Lu 0 m m0 FOwLU)_j > LCLI,LL tnm<cf) nE-ta`�o`n+fw <um,_j uza �0 >� ww�Owzc)> -C/) �._oGm0 w2=3 - - aa.F-- Uad_�; <t :1 U) �- t� ° co Cr) LO cu ui �0 P- > �cl? D 6 (0 0 cl) _0 I? x U) L a) cu < a) 0 z _ (-q Z 0 C� W c) 0 � NL IL v� � M J W t. w js�s3a � Iv F- DATE Q J Z � .ii LL F... w 0 CL 5� w w z J �- pP%%mm m z w w � uj ® U w w n. U- 0 w w a a_ IL v� � M J W t. w js�s3a � 41-1 _w O E N LO 0 CD N Z 0 w csf rce ( DATE 06/24/2013 LO (0 PA JOB No. 12 -2656 i SHEET E E 1-11, Q0 N OF 6 SHEETS I I-) f / 17 Iv DATE Q J Z � < ap D pP%%mm Como (n - � U O � � ¢� z J Z Q' W � Z W W W 41-1 _w O E N LO 0 CD N Z 0 w csf rce ( DATE 06/24/2013 LO (0 PA JOB No. 12 -2656 i SHEET E E 1-11, Q0 N OF 6 SHEETS I I-) f / 17 CONSTRUCTION NOT RIGHT—OF—WAY --EX S — — EXI STI N G SEWER ---EX SD--- EXISTING STORM DRAIN 11z- — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION ss SANITARY SEWER STATION W PROPOSED WATER (SEE TRACT 6678 WATER PLANS) D W i C/) 0 Z Z 0 0 0 w # 0 0) �! W + y) w < Z D 0 m V/ Cb 40 HORS ET�i � �RcE idC 14) Ld J)L Lu F— Lb W 0 uj LJ %j -N- HORIZONTAL: 1"-50' VERTICAL: 1"=4' INSTALL SEWER MANHOLE ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. O INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. 0 3: INSTALL SEWER 3: ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. z � INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5" OF COVER AT GUTTER w w z 0 INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2.25' MIN. — 7* MAX. OF COVER AT THE PROPERTY LINE. 0 z w INSTALL TYPE "A" CATCH—BASIN IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER r*,%. cr. w w Ili 0 LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. RIGHT—OF—WAY --EX S — — EXI STI N G SEWER ---EX SD--- EXISTING STORM DRAIN 11z- — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION ss SANITARY SEWER STATION W PROPOSED WATER (SEE TRACT 6678 WATER PLANS) D W i C/) 0 Z Z 0 0 0 w # 0 0) �! W + y) w < Z D 0 m V/ Cb 40 HORS ET�i � �RcE idC 14) Ld J)L Lu F— Lb W 0 uj LJ %j -N- HORIZONTAL: 1"-50' VERTICAL: 1"=4' 46 Z D 0 m 47 ~ 48 a� 1 R.) CN 33 32 D Z 0 0 0 CO cn0) + W�� 0 3��v�i LLJ w t. � PLUG END FOR FUTURE EXTENSION BY OTHERS 1 pill -N- HORIZONTAL: 1"=50' C � ^ � I ^ ^ � VERTICAL. - 1"=4' - B-I�i� C RE E K COUf�T w w J j wo (n 0 m Z X z z z 0 0 00 0 w 0 w CD* + W + cn w cn co N • . • • • • • • • • • • • • • • . • • • • . • • • . . • • • • . . . • . . • • • • • • . . • . . • • • • . X� \ X/ 352.......•��..r•.f. 352 . A PPROXIMA • T-E- DESIGN- GRADE .............. ABOVE *SEHER MAIN* .............. • .......... • r • e r r • s • 348 '348 . • • • . • • . . . • • • • • . • • • • • . • . . • • • • • • . • • • • • . • • • • • • . . • • • . • • • . . . • • . • . • • • • • • • • • • • . . • • • • • . • • • • • • • • • • • • • • 344* , . . . . . . . . . . • . . x ..... . 344 4 . • . • • . • . • • • • • • • • • • • . . . . . . • • • • . . . • • . • • • • . • . . . • • . • . . CONSTRUCT 249.2 LF± do/ 67' PVC *SEWER* @ lww%J/o_ 3140.. .•..•.....w...•............•... :340 10+00 11+00 12+00 PROFILE SEWER STUB, SECTION �k N.T.S. F_ 0 aM Ld D w D L w 1 0 3: D LJ Lj 3: Z z � z Z 0 Z w w z 0 z o< Z 0 z w 00 0w r*,%. cr. w w Ili 0 cn w w > w w 0 * 4m + w cn tw n w + cn < CL R + w cn � 04 W co 4. co A PPROXIMA 7F DESIGN GRADE 1>1 ABOVE SEWER MAIN , . . . 4--f 04 . . . . . . 352 • • • • • • • • • • • • • • • • . • ♦ • • • • • • • . • . • • . • • . • . • • • . • APPROXIMA 7F DESIGN GRADE' • • . • • • • • . • 352 ......... • • • • .......... .... A 80. VE. SE0S? MAIN ........ ....... ...................... . . . • • . . • • VN • . • . • • . . ...... . • • . , • • 344 t ................................................... � • . . . 348 . ...... tK• • • • • • . • • • • • . • . . • • • • . . • • • • • • . . . • • • 348 . . . • . . 340 • �Nl 0 00 •I 00 - • . • • • . • • • • • • . • . . • . . . • • • • • • . . • . • . • • • . • • • • . ............................. L CONSTRUCT 1.4•.6 LF± 344 • ........ • ............... 336 • • ... .1 - PVC- SEWER .................. 344 *336 10+00 11+00 • • . . . • • . . . . . • . • • . . • • • . . • ♦ . . • . . . • . . • . . • . • . • . . . • . • CONSTRUCT 239.5 LF± • . • • . • • • . ............................ . . ........... 6 PVC SEWER 01.00% 340 10+00 11+00 12+00 FKO I�E 46 Z D 0 m 47 ~ 48 a� 1 R.) CN 33 32 D Z 0 0 0 CO cn0) + W�� 0 3��v�i LLJ w t. � PLUG END FOR FUTURE EXTENSION BY OTHERS 1 pill -N- HORIZONTAL: 1"=50' C � ^ � I ^ ^ � VERTICAL. - 1"=4' - B-I�i� C RE E K COUf�T w w J j wo (n 0 m Z X z z z 0 0 00 0 w 0 w CD* + W + cn w cn co N • . • • • • • • • • • • • • • • . • • • • . • • • . . • • • • . . . • . . • • • • • • . . • . . • • • • . X� \ X/ 352.......•��..r•.f. 352 . A PPROXIMA • T-E- DESIGN- GRADE .............. ABOVE *SEHER MAIN* .............. • .......... • r • e r r • s • 348 '348 . • • • . • • . . . • • • • • . • • • • • . • . . • • • • • • . • • • • • . • • • • • • . . • • • . • • • . . . • • . • . • • • • • • • • • • • . . • • • • • . • • • • • • • • • • • • • • 344* , . . . . . . . . . . • . . x ..... . 344 4 . • . • • . • . • • • • • • • • • • • . . . . . . • • • • . . . • • . • • • • . • . . . • • . • . . CONSTRUCT 249.2 LF± do/ 67' PVC *SEWER* @ lww%J/o_ 3140.. .•..•.....w...•............•... :340 10+00 11+00 12+00 PROFILE 5 3$ 1 ± 8" IN E= 339.45 CONSTRUCT 23± L. Fr 81' PVC SEWER @ 0.35% 8" I N V W= 3,42 z� Z -�_ V 8" IN S= 3Q 311.3z SEWER STUB, SECTION �k N.T.S. F_ 0 aM Ld D w w3� Z 0 3: W 0 LJ Lj 3: Z co as z 5 3$ 1 ± 8" IN E= 339.45 CONSTRUCT 23± L. Fr 81' PVC SEWER @ 0.35% 8" I N V W= 3,42 z� Z -�_ V 8" IN S= 3Q 311.3z is r, 41 T PT 7 5 CAL(ENT E CREEK 53 ow Z 0 :r z X W -H 0 0 0 0 + cn 0 Fz! in EXISTING IMPROVEME 55 10+00.00 00 C HORIZONTAL: 1"= 50'9 VERTICAL: 1"-4' SEWER STUB, SECTION �k N.T.S. F_ 0 aM Ld D w w3� Z 0 3: W 0 LJ Lj 0 Z u� (n 0 :c z 0 Z w w z 0 Z uj QD 0 0 z w 00 m is r, 41 T PT 7 5 CAL(ENT E CREEK 53 ow Z 0 :r z X W -H 0 0 0 0 + cn 0 Fz! in EXISTING IMPROVEME 55 10+00.00 00 C HORIZONTAL: 1"= 50'9 VERTICAL: 1"-4' w < Z D 0 4' TYP 0 4 pf9 66 w j wo z:r 0 z 0 < 00 2 01 w to + 0 cn TRACT BOUNDARY ,kroro gg 0+71.2 cp (JA 68 0 L LijUL SE20 w 0 0 ma 0 a- 'z ul wz w w L"u, lz uu co uJ W < co co 0 re - < zZ w <z 0 w m o o cc CD m z o > o t r ozli a ) o , Dz W zz m of ul LmLJ cwf) Z 0 u- W Lu Is) 0 Z w 9 a 2 p w T2o < 2 Ow- LE t= �- T, g az._w;5Rzz >� < uxj o �e c u_- � o C6 ul Lu ow Uzi cj ca z 0 CL z z 00- w S2 a awz >o m T)T Y_ 0 co w oz oz u- CD cl z z ML < Cl 0 z0 cwn 'u-ji 0 > c, o o ui a oz o z LT: 6) 21--i 0 Ix < Lu ,,n L, w oz<< go w w Lu gwzlcoLu z w a- > C) 0 a cn 0, UJ 0 z z Z LL- 0 :Fr z w ul <_ Lou < g Lu Llo a- Lzu Z Z LL u Lu 5: o LOU o 0W LL < uj IX.m cf) < 0 Lu co 0 z < w < _j Uj Lli m p cri m (Z-) 0 C-9 co w oc >< 0 : m: () < _ u, 3 � w w Z �- F: > 0 < 0 r LL z Lu 0 w Lu 0 F_ cl) _j rn uj ul CD eg < co :w >m w CD ED z co < LLJ 0 0, * �_ u 0 w z w >- w !r wCL Z D p P 25 P :r 0 Lu < m Too -Z I HORIZONTAL: 1 "�50' VERTICAL: 1" _4' ��1 DATE U) C) ce) 0) L0 z 2 r- 7 a w 8 r*- �t C%4 > cl co -00 2? %- 06 U) Z cu U) m < Lu w co co CD Lu 106 U) z ccq o aCD T_: CD z �, W CD 0 W% z w V J �k > W ' F_ 0 F= 0 M 05 D D z ZZ cn Z 0 :c u� (n 0 :c z 0 Z w w z 0 Z QD 0 z w 00 m r*,%. cr. w w Ili 0 cn w w > w w 1 4m + w cn re 0- n w + cn < CL R cn � qr� lr� co 4. co A PPROXIMA 7F DESIGN GRADE 1>1 ABOVE SEWER MAIN , . . . 4--f . . . . . . 348 ..... ► . ...... • ............ • • • • • • • .:348 344 ....... ...................... . . . • • . . • • VN • . • . • • . . ...... . • • . , • • 344 t � . . . . . . . . . 340- _v 40 v . . . . . . . . . 4-C . . .(o . . . . . . . • . . 340 �Nl 0 00 •I 00 - • . • • . w • • ............................. CONSTRUCT 1.4•.6 LF± 336 • • ... .1 - PVC- SEWER .................. @ 1. 00% • *336 10+00 11+00 PROFILE w < Z D 0 4' TYP 0 4 pf9 66 w j wo z:r 0 z 0 < 00 2 01 w to + 0 cn TRACT BOUNDARY ,kroro gg 0+71.2 cp (JA 68 0 L LijUL SE20 w 0 0 ma 0 a- 'z ul wz w w L"u, lz uu co uJ W < co co 0 re - < zZ w <z 0 w m o o cc CD m z o > o t r ozli a ) o , Dz W zz m of ul LmLJ cwf) Z 0 u- W Lu Is) 0 Z w 9 a 2 p w T2o < 2 Ow- LE t= �- T, g az._w;5Rzz >� < uxj o �e c u_- � o C6 ul Lu ow Uzi cj ca z 0 CL z z 00- w S2 a awz >o m T)T Y_ 0 co w oz oz u- CD cl z z ML < Cl 0 z0 cwn 'u-ji 0 > c, o o ui a oz o z LT: 6) 21--i 0 Ix < Lu ,,n L, w oz<< go w w Lu gwzlcoLu z w a- > C) 0 a cn 0, UJ 0 z z Z LL- 0 :Fr z w ul <_ Lou < g Lu Llo a- Lzu Z Z LL u Lu 5: o LOU o 0W LL < uj IX.m cf) < 0 Lu co 0 z < w < _j Uj Lli m p cri m (Z-) 0 C-9 co w oc >< 0 : m: () < _ u, 3 � w w Z �- F: > 0 < 0 r LL z Lu 0 w Lu 0 F_ cl) _j rn uj ul CD eg < co :w >m w CD ED z co < LLJ 0 0, * �_ u 0 w z w >- w !r wCL Z D p P 25 P :r 0 Lu < m Too -Z I HORIZONTAL: 1 "�50' VERTICAL: 1" _4' ��1 DATE U) C) ce) 0) L0 z 2 r- 7 a w 8 r*- �t C%4 > cl co -00 2? %- 06 U) Z cu U) m < Lu w co co CD Lu 106 U) z ccq o aCD T_: CD z �, W CD 0 W% z 0 Z w V J �k > W ' F= 0 M 05 j x W z ZZ uj u� X 0 z 0 A w w z >♦ i> 0 z w _1 Z w m w Ili 0 M U- < w > w w 1 LL re 0- w a < CL R � Go co 4. co Ad 0 Z w V J �k > W ' F= 0 M 05 j x W z ZZ -H 0 X 0 z A w Ole", � • a Ad t � 0 Z w V J �k > W ' F= 0 M 05 j x W z ZZ -H 0 X 0 z # w Go 0 Cq0 # + cn co 0 co + w 0 cn 41mol APPROXIMA 7F DESIGN GRAD" ABOVE SEWER MAIN E • . • • . • . • • • . 348 �_�- s • • • .... 348 0 NOTE: VERIFY EXISTING LOCATION AND ELEVATION INS.!' 'FIELD -IFY ENGINEER PRIOR TO CONSTRUCTION AND NOI IF :.. THERE ARE ANY DISCREPANCIES. QD 344344 - . . . . . . . z . • • . . . • • • • • • . 0 Lu -/ . • • • • • • . . • • . . • • • . cK V) 01% Lo DAT 06124/2013 34® 40JOB No. 12-2656 . . . c SHEET (1) E . . . . . • . . . . 0 CONSTRUCT ................ > If PVC 0 • _F 66.3 ± 8 @ E SEWER • - - -336 • o ?�: ........ ..... 336 Lo 10+00 11+00 (.0 N 1_001� PROFILE OF 6 SHEETS CONSTRUCTION NOTES 0 I INSTALL S SEWER M MANHOLE A ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL S SEWER C CLEANOUT A ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. INSTALL S SEWER A ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. INSTALL S STORM D DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER 0 I INSTALL S STORM D DRAIN MANHOLE F FLOWLINE AND A 2.25' MIN. -- 7' MAX. OF COVER AT THE PROPERTY LINE. INSTALL T TYPE "A" C CATCH -BASIN I IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. RIGHT-OF-WAY __EX S - - EXISTING SEWER - - -EX SD - -- EXISTING STORM DRAIN -- --- - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION w PROPOSED WATER (SEE TRACT 6675 WATER PLANS) c� D f5 V) 0 V Ltd W L + 0 r 65 J 0 Z • /a V / I — GAS GAS GAS GAS GAS co F_ Q LJ LL. Lj z'� Ld CL Lj 5' 5' GAS GAS z m w • CL 00 J W V© to 0 o to + r 0i �I U� z O V U-) L0 0 V—! r. 0 W J O Z Z a W NOTE: CONTRACTOR SHALL CONTACT PG &E, AND COORDINATE CONSTRUCTION OF ANY AND ALL UTILITIES CROSSING OVER OR UNDER EXISTING 34" GAS MAIN, AT LEAST 48 HOURS BEFORE STARTING CONSTRUCTION. NOTE: ALL UTILITIES CROSSING (OVER OR UNDER) EXISTING 34" GAS MAIN SHALL HAVE A MINIMUM OF 12" CLEAR. 1 2 M N + 4' TYP + O9 0) 041 N h 12 C - GAS GAS GAS r i) 4 TYP N r 64 eo oq 3 4 5 Xt* 0 13' � � W m U) -�j o o ci Z C 3q ?•3 � 18" INV N= 34 1* L57 CONSTRUCT 9.2± L.F. 18 CL-3 RCP W /RGJ ,� STORM DRAIN i 18 INV S= ,ulz �, 34 t 945 24 INV W- S= TOP= CONSTRUCT 34.6± L.F. 18 „ „ 339.7± CL--3 RCP W RGJ 18 INV N= 18 II` t. z5 I I STORM DRAIN @ . • � 24" INV E--W= EXISTING 34 4-2 GAS MAIN z2.oZ �V z D �� ,z tl3��0 V� zzzZ J ���,Q UW Ln Ln co 00 w Li.e r*-- q � 4b 1 0) 0 w 0 .t rn + (f) + U-) 1 ®°'o o V_ � N M d+- TFIT clq 13 14 Lo 1 GAS GAS GAS GAS GAS GAS 4:4_f�9 S - N 0) m 0 n I 0 to 04 r- r s- 63 62 r C)Kl q TR I I r T -�Q Q 1 I P" + 9A." 350••....•........ • ..o•..••.•..•••.•.••• VA • • • • • ! • i • • • fi • •I^� �( qe • • • • • r • i • • • • • m • • • e • •[ 7 � i �� e • • • • • • - + ..�� a .�� � �•..� • .r....�, .�....� ��. r r.n �... �� ��. ^'�' "rte • `rte' .r 346..••... • • ... ..r••••• • f • s • • r • . • ♦ i • • • r • i • • • a • • • • r • • • • s • • 'N INV = 18 " 342.._x. . - .Y. .. ........... V. r 24 INV S = 24 "• INV 1N= .�w-..j�. . . a • • r r • • • N iy 1 } o • • • • • w • • • • • a • • • z x.7�! -�-� -5 338 .. r •.•a• f r r... -••••• • • • • a • • • • . • • _k� /• • • • • • • m • i . a • s • r • • • • . • . • a • • • • • . • • w 334: :. r: r.:r.. •.• •.•. • • • • • • • • • • • • • r • • • r • • + r . . • . . • • • • . e e r m • • . • • • r • • • • . • i r a • . • • r . r 330 • t • • • • • • • • • • • • . • . . Y • • • • • . • • • • • • . • • . • • • 10 +00 11+00 12 +00 13 +00 14 +00 7 .� N I -- GAS V va z A � 15 +00 PROFILE STORM RAIN SECTION 5 N.T.S. 8 9 10 11 12 m � to L co � N. co cn �'" Cn N N N N N ., h 16 17 18 � Te- .S GAS GAS GAS GAS GAS GAS G S GAS GA — AS GAS m r.� 0) va o) � `� c� �n n � n co 00 0 co � m ao 21 20 19 18 1 77 16 16 +00 / .tn ti _Y U Z O U n CO 00 •�' .fir' '' .�F � ,� ;� ""` �-. Pr)KllQTPI IrT RI n n I P-I- t?d" 17+ 0'0" O Z Z Q W 13 18" SD INV= 342.18 V N -S= I TOP= 340.5± 11 1 EXISTING 34" GAS MAIN 8" SWR INV= 335.43 STORM DRAIN w F5 �_ U� U� Z = Z Z V � U w Lo N V d-� O� 0 + + w cl . 0 olu) 190, O,q ley SECTION N.T.S. z� w� �z z w WW w.� 0.j �� 0. V) z w 00 00 0 zr,*, w + 0 0 • �o QD + N O + 4' TYP cl) N rGAS + 19 • GAS GAS GA GAS ]GA's – Lo �n M ul r 15 14 • t1 DATE GAS AS Itto - PROPOSED 20' WIDE SEWER/STORM DRAIN EASEMENT TO BE DEDICATED TO THE CITY 7 OF BAKERSFIELD ON FINAL MAP. HORIZONTAL: 1"-50" VERTICAL: 1 "--4' CONSTRUCT 64.1 LF± 24" CL--3 RCP W RGJ STORM DRAIN 0 0.15% yz #00"% w it 0 o m D <z w z I� w Lai L'LJ W ®z o< M D it m 00J j p �� 0 %.ov tc) N 0 z ' o 00 + + LiJ 00 � � � r*--- z Lj.! + N 00 ®6 . 0� N • w • a • ••6. • a • • ! • . • e • 350 • e • w • e e • • • Y • r • :346 . • 24" •INV E= .r• r•.• ••. ..... 342.9 • • • a • 342 (�. • . . • . • e b e . . e . . . PLUG END FOR FUTURE _ EXTENSION BY OTHERS. r e . • • r • e . • • • • • . a • e • • • • • e e . • 338 r ``v //• • � iV/ Y r r • • tea. �r . • • . • `�1i�a • r r tK '� b � • r y�r \I] w . . • • . • . . • • . e • a . b • • 334 . CONSTRUCT • • s • • • r • • a '37,5 Lf:z± ..... 9 LF± • :' PVC -+ :- 10 SEWED - " 330 • 9 s • • • a • r Y e a • rO •�� f i 0 0.35100 20 +00 21+00 U_ w u- w u- O 2 0 w 0 0 z� z w w cn ui WWT<�-_-w !J W� M, � U- z� O ui co 0tI-,-roz� X�9<R2% uj 0T- zul c) Qga�o �z gof zp�° Qwo _u_�Qzmow U zc�z0aO. Lau .z3pp; cwn0zo ac�r - w_ow caz>o -z o w Q�w ( �-zmoo oz O W o�m� 9�—_6+a�?z> �,�- �w�- 'cr�z�°i- <� w0 8z¢ z Ow aQ_za_ wa m �p;;2�W w �o0�-- ' � �Lr z<wL 0LI. O�� wU< s � 0C/)wm --D Op <z �,� >�-j ��� Z. w a U- <W_J!�Zw w 0 Ouiz vD3-cn � � m 0aw <m E 0 Lij 0 a, ••� LL 6e Lil — .O z . - w w 0 —> n U- w < O ILL pkEER uJ 3; .... �► Ld V i.L Q0 u') fn z� 0 w L° DATE 06124/2013 PA JOB No. 12 -2666 Yd SHEET E 0 i.f.. E '' OF 6 SH -EFTS L 1 ®°'o o V_ � N M d+- TFIT clq 13 14 Lo 1 GAS GAS GAS GAS GAS GAS 4:4_f�9 S - N 0) m 0 n I 0 to 04 r- r s- 63 62 r C)Kl q TR I I r T -�Q Q 1 I P" + 9A." 350••....•........ • ..o•..••.•..•••.•.••• VA • • • • • ! • i • • • fi • •I^� �( qe • • • • • r • i • • • • • m • • • e • •[ 7 � i �� e • • • • • • - + ..�� a .�� � �•..� • .r....�, .�....� ��. r r.n �... �� ��. ^'�' "rte • `rte' .r 346..••... • • ... ..r••••• • f • s • • r • . • ♦ i • • • r • i • • • a • • • • r • • • • s • • 'N INV = 18 " 342.._x. . - .Y. .. ........... V. r 24 INV S = 24 "• INV 1N= .�w-..j�. . . a • • r r • • • N iy 1 } o • • • • • w • • • • • a • • • z x.7�! -�-� -5 338 .. r •.•a• f r r... -••••• • • • • a • • • • . • • _k� /• • • • • • • m • i . a • s • r • • • • . • . • a • • • • • . • • w 334: :. r: r.:r.. •.• •.•. • • • • • • • • • • • • • r • • • r • • + r . . • . . • • • • . e e r m • • . • • • r • • • • . • i r a • . • • r . r 330 • t • • • • • • • • • • • • . • . . Y • • • • • . • • • • • • . • • . • • • 10 +00 11+00 12 +00 13 +00 14 +00 7 .� N I -- GAS V va z A � 15 +00 PROFILE STORM RAIN SECTION 5 N.T.S. 8 9 10 11 12 m � to L co � N. co cn �'" Cn N N N N N ., h 16 17 18 � Te- .S GAS GAS GAS GAS GAS GAS G S GAS GA — AS GAS m r.� 0) va o) � `� c� �n n � n co 00 0 co � m ao 21 20 19 18 1 77 16 16 +00 / .tn ti _Y U Z O U n CO 00 •�' .fir' '' .�F � ,� ;� ""` �-. Pr)KllQTPI IrT RI n n I P-I- t?d" 17+ 0'0" O Z Z Q W 13 18" SD INV= 342.18 V N -S= I TOP= 340.5± 11 1 EXISTING 34" GAS MAIN 8" SWR INV= 335.43 STORM DRAIN w F5 �_ U� U� Z = Z Z V � U w Lo N V d-� O� 0 + + w cl . 0 olu) 190, O,q ley SECTION N.T.S. z� w� �z z w WW w.� 0.j �� 0. V) z w 00 00 0 zr,*, w + 0 0 • �o QD + N O + 4' TYP cl) N rGAS + 19 • GAS GAS GA GAS ]GA's – Lo �n M ul r 15 14 • t1 DATE GAS AS Itto - PROPOSED 20' WIDE SEWER/STORM DRAIN EASEMENT TO BE DEDICATED TO THE CITY 7 OF BAKERSFIELD ON FINAL MAP. HORIZONTAL: 1"-50" VERTICAL: 1 "--4' CONSTRUCT 64.1 LF± 24" CL--3 RCP W RGJ STORM DRAIN 0 0.15% yz #00"% w it 0 o m D <z w z I� w Lai L'LJ W ®z o< M D it m 00J j p �� 0 %.ov tc) N 0 z ' o 00 + + LiJ 00 � � � r*--- z Lj.! + N 00 ®6 . 0� N • w • a • ••6. • a • • ! • . • e • 350 • e • w • e e • • • Y • r • :346 . • 24" •INV E= .r• r•.• ••. ..... 342.9 • • • a • 342 (�. • . . • . • e b e . . e . . . PLUG END FOR FUTURE _ EXTENSION BY OTHERS. r e . • • r • e . • • • • • . a • e • • • • • e e . • 338 r ``v //• • � iV/ Y r r • • tea. �r . • • . • `�1i�a • r r tK '� b � • r y�r \I] w . . • • . • . . • • . e • a . b • • 334 . CONSTRUCT • • s • • • r • • a '37,5 Lf:z± ..... 9 LF± • :' PVC -+ :- 10 SEWED - " 330 • 9 s • • • a • r Y e a • rO •�� f i 0 0.35100 20 +00 21+00 U_ w u- w u- O 2 0 w 0 0 z� z w w cn ui WWT<�-_-w !J W� M, � U- z� O ui co 0tI-,-roz� X�9<R2% uj 0T- zul c) Qga�o �z gof zp�° Qwo _u_�Qzmow U zc�z0aO. Lau .z3pp; cwn0zo ac�r - w_ow caz>o -z o w Q�w ( �-zmoo oz O W o�m� 9�—_6+a�?z> �,�- �w�- 'cr�z�°i- <� w0 8z¢ z Ow aQ_za_ wa m �p;;2�W w �o0�-- ' � �Lr z<wL 0LI. O�� wU< s � 0C/)wm --D Op <z �,� >�-j ��� Z. w a U- <W_J!�Zw w 0 Ouiz vD3-cn � � m 0aw <m E 0 Lij 0 a, ••� LL 6e Lil — .O z . - w w 0 —> n U- w < O ILL pkEER uJ 3; .... �► Ld V i.L Q0 u') fn z� 0 w L° DATE 06124/2013 PA JOB No. 12 -2666 Yd SHEET E 0 i.f.. E '' OF 6 SH -EFTS L 63 62 r C)Kl q TR I I r T -�Q Q 1 I P" + 9A." 350••....•........ • ..o•..••.•..•••.•.••• VA • • • • • ! • i • • • fi • •I^� �( qe • • • • • r • i • • • • • m • • • e • •[ 7 � i �� e • • • • • • - + ..�� a .�� � �•..� • .r....�, .�....� ��. r r.n �... �� ��. ^'�' "rte • `rte' .r 346..••... • • ... ..r••••• • f • s • • r • . • ♦ i • • • r • i • • • a • • • • r • • • • s • • 'N INV = 18 " 342.._x. . - .Y. .. ........... V. r 24 INV S = 24 "• INV 1N= .�w-..j�. . . a • • r r • • • N iy 1 } o • • • • • w • • • • • a • • • z x.7�! -�-� -5 338 .. r •.•a• f r r... -••••• • • • • a • • • • . • • _k� /• • • • • • • m • i . a • s • r • • • • . • . • a • • • • • . • • w 334: :. r: r.:r.. •.• •.•. • • • • • • • • • • • • • r • • • r • • + r . . • . . • • • • . e e r m • • . • • • r • • • • . • i r a • . • • r . r 330 • t • • • • • • • • • • • • . • . . Y • • • • • . • • • • • • . • • . • • • 10 +00 11+00 12 +00 13 +00 14 +00 7 .� N I -- GAS V va z A � 15 +00 PROFILE STORM RAIN SECTION 5 N.T.S. 8 9 10 11 12 m � to L co � N. co cn �'" Cn N N N N N ., h 16 17 18 � Te- .S GAS GAS GAS GAS GAS GAS G S GAS GA — AS GAS m r.� 0) va o) � `� c� �n n � n co 00 0 co � m ao 21 20 19 18 1 77 16 16 +00 / .tn ti _Y U Z O U n CO 00 •�' .fir' '' .�F � ,� ;� ""` �-. Pr)KllQTPI IrT RI n n I P-I- t?d" 17+ 0'0" O Z Z Q W 13 18" SD INV= 342.18 V N -S= I TOP= 340.5± 11 1 EXISTING 34" GAS MAIN 8" SWR INV= 335.43 STORM DRAIN w F5 �_ U� U� Z = Z Z V � U w Lo N V d-� O� 0 + + w cl . 0 olu) 190, O,q ley SECTION N.T.S. z� w� �z z w WW w.� 0.j �� 0. V) z w 00 00 0 zr,*, w + 0 0 • �o QD + N O + 4' TYP cl) N rGAS + 19 • GAS GAS GA GAS ]GA's – Lo �n M ul r 15 14 • t1 DATE GAS AS Itto - PROPOSED 20' WIDE SEWER/STORM DRAIN EASEMENT TO BE DEDICATED TO THE CITY 7 OF BAKERSFIELD ON FINAL MAP. HORIZONTAL: 1"-50" VERTICAL: 1 "--4' CONSTRUCT 64.1 LF± 24" CL--3 RCP W RGJ STORM DRAIN 0 0.15% yz #00"% w it 0 o m D <z w z I� w Lai L'LJ W ®z o< M D it m 00J j p �� 0 %.ov tc) N 0 z ' o 00 + + LiJ 00 � � � r*--- z Lj.! + N 00 ®6 . 0� N • w • a • ••6. • a • • ! • . • e • 350 • e • w • e e • • • Y • r • :346 . • 24" •INV E= .r• r•.• ••. ..... 342.9 • • • a • 342 (�. • . . • . • e b e . . e . . . PLUG END FOR FUTURE _ EXTENSION BY OTHERS. r e . • • r • e . • • • • • . a • e • • • • • e e . • 338 r ``v //• • � iV/ Y r r • • tea. �r . • • . • `�1i�a • r r tK '� b � • r y�r \I] w . . • • . • . . • • . e • a . b • • 334 . CONSTRUCT • • s • • • r • • a '37,5 Lf:z± ..... 9 LF± • :' PVC -+ :- 10 SEWED - " 330 • 9 s • • • a • r Y e a • rO •�� f i 0 0.35100 20 +00 21+00 U_ w u- w u- O 2 0 w 0 0 z� z w w cn ui WWT<�-_-w !J W� M, � U- z� O ui co 0tI-,-roz� X�9<R2% uj 0T- zul c) Qga�o �z gof zp�° Qwo _u_�Qzmow U zc�z0aO. Lau .z3pp; cwn0zo ac�r - w_ow caz>o -z o w Q�w ( �-zmoo oz O W o�m� 9�—_6+a�?z> �,�- �w�- 'cr�z�°i- <� w0 8z¢ z Ow aQ_za_ wa m �p;;2�W w �o0�-- ' � �Lr z<wL 0LI. O�� wU< s � 0C/)wm --D Op <z �,� >�-j ��� Z. w a U- <W_J!�Zw w 0 Ouiz vD3-cn � � m 0aw <m E 0 Lij 0 a, ••� LL 6e Lil — .O z . - w w 0 —> n U- w < O ILL pkEER uJ 3; .... �► Ld V i.L Q0 u') fn z� 0 w L° DATE 06124/2013 PA JOB No. 12 -2666 Yd SHEET E 0 i.f.. E '' OF 6 SH -EFTS L co 00 0 co � m ao 21 20 19 18 1 77 16 16 +00 / .tn ti _Y U Z O U n CO 00 •�' .fir' '' .�F � ,� ;� ""` �-. Pr)KllQTPI IrT RI n n I P-I- t?d" 17+ 0'0" O Z Z Q W 13 18" SD INV= 342.18 V N -S= I TOP= 340.5± 11 1 EXISTING 34" GAS MAIN 8" SWR INV= 335.43 STORM DRAIN w F5 �_ U� U� Z = Z Z V � U w Lo N V d-� O� 0 + + w cl . 0 olu) 190, O,q ley SECTION N.T.S. z� w� �z z w WW w.� 0.j �� 0. V) z w 00 00 0 zr,*, w + 0 0 • �o QD + N O + 4' TYP cl) N rGAS + 19 • GAS GAS GA GAS ]GA's – Lo �n M ul r 15 14 • t1 DATE GAS AS Itto - PROPOSED 20' WIDE SEWER/STORM DRAIN EASEMENT TO BE DEDICATED TO THE CITY 7 OF BAKERSFIELD ON FINAL MAP. HORIZONTAL: 1"-50" VERTICAL: 1 "--4' CONSTRUCT 64.1 LF± 24" CL--3 RCP W RGJ STORM DRAIN 0 0.15% yz #00"% w it 0 o m D <z w z I� w Lai L'LJ W ®z o< M D it m 00J j p �� 0 %.ov tc) N 0 z ' o 00 + + LiJ 00 � � � r*--- z Lj.! + N 00 ®6 . 0� N • w • a • ••6. • a • • ! • . • e • 350 • e • w • e e • • • Y • r • :346 . • 24" •INV E= .r• r•.• ••. ..... 342.9 • • • a • 342 (�. • . . • . • e b e . . e . . . PLUG END FOR FUTURE _ EXTENSION BY OTHERS. r e . • • r • e . • • • • • . a • e • • • • • e e . • 338 r ``v //• • � iV/ Y r r • • tea. �r . • • . • `�1i�a • r r tK '� b � • r y�r \I] w . . • • . • . . • • . e • a . b • • 334 . CONSTRUCT • • s • • • r • • a '37,5 Lf:z± ..... 9 LF± • :' PVC -+ :- 10 SEWED - " 330 • 9 s • • • a • r Y e a • rO •�� f i 0 0.35100 20 +00 21+00 U_ w u- w u- O 2 0 w 0 0 z� z w w cn ui WWT<�-_-w !J W� M, � U- z� O ui co 0tI-,-roz� X�9<R2% uj 0T- zul c) Qga�o �z gof zp�° Qwo _u_�Qzmow U zc�z0aO. Lau .z3pp; cwn0zo ac�r - w_ow caz>o -z o w Q�w ( �-zmoo oz O W o�m� 9�—_6+a�?z> �,�- �w�- 'cr�z�°i- <� w0 8z¢ z Ow aQ_za_ wa m �p;;2�W w �o0�-- ' � �Lr z<wL 0LI. O�� wU< s � 0C/)wm --D Op <z �,� >�-j ��� Z. w a U- <W_J!�Zw w 0 Ouiz vD3-cn � � m 0aw <m E 0 Lij 0 a, ••� LL 6e Lil — .O z . - w w 0 —> n U- w < O ILL pkEER uJ 3; .... �► Ld V i.L Q0 u') fn z� 0 w L° DATE 06124/2013 PA JOB No. 12 -2666 Yd SHEET E 0 i.f.. E '' OF 6 SH -EFTS L 16 +00 / .tn ti _Y U Z O U n CO 00 •�' .fir' '' .�F � ,� ;� ""` �-. Pr)KllQTPI IrT RI n n I P-I- t?d" 17+ 0'0" O Z Z Q W 13 18" SD INV= 342.18 V N -S= I TOP= 340.5± 11 1 EXISTING 34" GAS MAIN 8" SWR INV= 335.43 STORM DRAIN w F5 �_ U� U� Z = Z Z V � U w Lo N V d-� O� 0 + + w cl . 0 olu) 190, O,q ley SECTION N.T.S. z� w� �z z w WW w.� 0.j �� 0. V) z w 00 00 0 zr,*, w + 0 0 • �o QD + N O + 4' TYP cl) N rGAS + 19 • GAS GAS GA GAS ]GA's – Lo �n M ul r 15 14 • t1 DATE GAS AS Itto - PROPOSED 20' WIDE SEWER/STORM DRAIN EASEMENT TO BE DEDICATED TO THE CITY 7 OF BAKERSFIELD ON FINAL MAP. HORIZONTAL: 1"-50" VERTICAL: 1 "--4' CONSTRUCT 64.1 LF± 24" CL--3 RCP W RGJ STORM DRAIN 0 0.15% yz #00"% w it 0 o m D <z w z I� w Lai L'LJ W ®z o< M D it m 00J j p �� 0 %.ov tc) N 0 z ' o 00 + + LiJ 00 � � � r*--- z Lj.! + N 00 ®6 . 0� N • w • a • ••6. • a • • ! • . • e • 350 • e • w • e e • • • Y • r • :346 . • 24" •INV E= .r• r•.• ••. ..... 342.9 • • • a • 342 (�. • . . • . • e b e . . e . . . PLUG END FOR FUTURE _ EXTENSION BY OTHERS. r e . • • r • e . • • • • • . a • e • • • • • e e . • 338 r ``v //• • � iV/ Y r r • • tea. �r . • • . • `�1i�a • r r tK '� b � • r y�r \I] w . . • • . • . . • • . e • a . b • • 334 . CONSTRUCT • • s • • • r • • a '37,5 Lf:z± ..... 9 LF± • :' PVC -+ :- 10 SEWED - " 330 • 9 s • • • a • r Y e a • rO •�� f i 0 0.35100 20 +00 21+00 U_ w u- w u- O 2 0 w 0 0 z� z w w cn ui WWT<�-_-w !J W� M, � U- z� O ui co 0tI-,-roz� X�9<R2% uj 0T- zul c) Qga�o �z gof zp�° Qwo _u_�Qzmow U zc�z0aO. Lau .z3pp; cwn0zo ac�r - w_ow caz>o -z o w Q�w ( �-zmoo oz O W o�m� 9�—_6+a�?z> �,�- �w�- 'cr�z�°i- <� w0 8z¢ z Ow aQ_za_ wa m �p;;2�W w �o0�-- ' � �Lr z<wL 0LI. O�� wU< s � 0C/)wm --D Op <z �,� >�-j ��� Z. w a U- <W_J!�Zw w 0 Ouiz vD3-cn � � m 0aw <m E 0 Lij 0 a, ••� LL 6e Lil — .O z . - w w 0 —> n U- w < O ILL pkEER uJ 3; .... �► Ld V i.L Q0 u') fn z� 0 w L° DATE 06124/2013 PA JOB No. 12 -2666 Yd SHEET E 0 i.f.. E '' OF 6 SH -EFTS L U_ w u- w u- O 2 0 w 0 0 z� z w w cn ui WWT<�-_-w !J W� M, � U- z� O ui co 0tI-,-roz� X�9<R2% uj 0T- zul c) Qga�o �z gof zp�° Qwo _u_�Qzmow U zc�z0aO. Lau .z3pp; cwn0zo ac�r - w_ow caz>o -z o w Q�w ( �-zmoo oz O W o�m� 9�—_6+a�?z> �,�- �w�- 'cr�z�°i- <� w0 8z¢ z Ow aQ_za_ wa m �p;;2�W w �o0�-- ' � �Lr z<wL 0LI. O�� wU< s � 0C/)wm --D Op <z �,� >�-j ��� Z. w a U- <W_J!�Zw w 0 Ouiz vD3-cn � � m 0aw <m E 0 Lij 0 a, ••� LL 6e Lil — .O z . - w w 0 —> n U- w < O ILL pkEER uJ 3; .... �► Ld V i.L Q0 u') fn z� 0 w L° DATE 06124/2013 PA JOB No. 12 -2666 Yd SHEET E 0 i.f.. E '' OF 6 SH -EFTS L CONSTRUCTION NOTES • Q— mik7m T--OF— — WA T -- EX S — — EXISTING SEWER ___EX SD--- EXISTING STORM DRAIN — — 11� — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION w PROPOSED WATER (SEE TRACT 6678 WATER PLANS) 7 101 lid c C. c c co c c u c 14 2- 0 F_ Z 0 0 0 O 00 0) 0 z z w 0. 0 w L0 Pei NIN 31: UI� W � w 30 Z6 r 0) N J U- 0 LJ Z 0 INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. :3 INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. z ._.e! INSTALL SEWER (0* ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. to +0 V) 0) to INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5" OF COVER AT GUTTER L1_ LL_ 0 uJ Z 0 INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2.25' MIN• — 7" MAX. OF COVER AT THE PROPERTY LINE, < INSTALL TYPE '$A" CATCH—BASIN IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER Z w w w 0 C-) U) OD 0 LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY• • Q— mik7m T--OF— — WA T -- EX S — — EXISTING SEWER ___EX SD--- EXISTING STORM DRAIN — — 11� — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION w PROPOSED WATER (SEE TRACT 6678 WATER PLANS) 7 101 lid c C. c c co c c u c 14 2- 0 F_ Z 0 0 0 O 00 0) 0 z z w 0. 0 w L0 Pei NIN 31: UI� W � w 30 Z6 r 0) N J U- 0 LJ Z 0 CONSTRUCT 15± L.F. 18" 343.06 CL-3 RCP w/RGJ STORM DRAIN Oo-�. �t : co 2.�0/ 18" INV E= 1 __v d a 7j41j.-iq3 f _u'4_j 18" INV E—W—S= 343.04 8" SWR IN V= 337.39 STORM DRAIN SECTION N.T.S. �LIpD�N. C�E�K W�1� CONSTRUCT 173.0 LF± 18" ^ r--r-% ov CL-3 RCP w/RGJ STORM DRAIN @ -v.z707t- .NL �- a 0 Q z 0 z m N 1 x :3 0 0 R (/) x: W X: z 0 1 m z0z -m 0 z ._.e! 0 0 0 (0* Oct c) (0* 0 0 to +0 V) 0) to 0 W • it C-4 U) 5 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L1_ LL_ 0 uJ Z • z 18" SD INV= c fi VERTICAL: 1 "= 40 < V) zx: m j x U) LLJ o CONSTRUCT 15± L.F. 18" 343.06 CL-3 RCP w/RGJ STORM DRAIN Oo-�. �t : co 2.�0/ 18" INV E= 1 __v d a 7j41j.-iq3 f _u'4_j 18" INV E—W—S= 343.04 8" SWR IN V= 337.39 STORM DRAIN SECTION N.T.S. �LIpD�N. C�E�K W�1� CONSTRUCT 173.0 LF± 18" ^ r--r-% ov CL-3 RCP w/RGJ STORM DRAIN @ -v.z707t- .NL �- a 0 Q z 0 z 0 Q W:Dwp= cf) 1 x :3 0 0 R (/) x: W X: z w U) z z0z -m 0 z ._.e! 0 0 0 (0* Oct c) cn 0 0 to +0 V) 0) to 0 W w On + (,I) v- 0) 04 re) + vv= I 4h� w .j 0 :r Z • W I­ I 0 LLJ .j (n 0 Z 3: 0 Z 0 0 0 LLJ + y) �X7 350 ....... ............................................. ......... 350 /1; APPROXIMA 7F DESIGN GRADE 4/ ABOVE SEWER & STORM DRAIN 141 >�' tK • • . • • . • • \X. .. . ... . . . . . . . . • . • • . • • • . . . . . . . . . . . . . ty, • • . . . • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - 346 ..'..•'346 • .......... .............. • ....... ....... 24' INV E- -ON-=- • 342 M7, 342 11 * ................ ....... • ........... ....... 19 IN1/ 'N TOP= • - • 7 A Q Q -77 1% • 3*40.5± * 144Z,o2; • . • • • • • • • • • . . • • . ♦ . • • • . . • • • . . • • • . . • • • • . • • • • EXISTING 32" I lle��'G A S M A I N 338 338 ...............•......... .... ........ A 4 1 y 45b 4% • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 334 334 • ...... /0 ................... • ............ ♦ .................... .... ....................... • ..................................... CONSTRUCT 31 0•G LF± 330 PVC SEWER @ •1.15% • 330 ............ I ............................................... ... 10+00 11+00 12+00 13+00 n tbil, HORIZONTAL: 1"=50' VERTICAL- 1 "= 4' 8" INV W= ♦ 343.2 -1 NSTRUCT 25± L.F. 18 —3 RCP w/RGJ STORM DRAIN @ . a, `��' EXIS11NG z D 0 m F- F- z0 F- D J=0 w Z X -46 LjLJ W .j 0 0 + W OW T� � a,.' 10 -1 � I mz' TAM W. PORTER, RCE 33448 EXP. DAYE 64 o`� I 24" CL-3 RCP '41-A (.)j 0 jl F= W O 0 zpz=) x w LO 346 .....•.... .......... to m U) zo F= 0 0 0 Z + 0 0 z v-- cn c fi VERTICAL: 1 "= 40 < V) zx: m j x U) LLJ o W Z w w w 0 C-) U) OD 0 Z L.Li + L.Li UL MW 6w W> wo wo W LLLL Lid 0) ()):2 00 c/) < 0 + 0 0 + 0 W cf) V, • • ........ co X00 •* 00 * + W T-. 338 NOTE• - VERIFY EXISTING* LOCATION AND . t . 4i LD 601 + ELEVATION IN FIELD, PRIOR TO + Lu , loll-it �_ F_ a CL h_ 0 a w < 2 01 .................... lc IF THERE ARE ANY DISEPANCIES.'. M 334 .. .......... 334 F Pww.. EX..8 R 13' LD • ............................ ' LD CONSTRUCT 144.0 LF± • -"I� 330 "'b* ............................ 8 PVC SEW T-v l ER @- *_J%j 0.*'�A ....••... o 330 10+00 11+00 12+00 PROFILE — G)l(0-- %wa C*4 LD Q (0 4" TYP + L3 0 V_ 65 64 o`� CONSTRUCT 135.7 LF± I 24" CL-3 RCP '41-A z w/RGJ STORM DRAIN @ w � z a w -r z � 0 L>U cin co Ir CO) F= W V) 0 zpz=) x w z c).j u 346 .....•.... .......... to m F= cn F= 0 0 0 Z + 0 ± HORIZONTAL: 1"-509 v-- cn c fi VERTICAL: 1 "= 40 CONSTRUCT 135.7 LF± I 24" CL-3 RCP '41-A w w LLj C0 LLJ wm�- 0��•w��zC)z Z 1w w/RGJ STORM DRAIN @ w � z a w -r z � 0 L>U cin co Ir CO) 00 6, —i , 0 z i co Cj 2 t 0 9 < =) 0 w Z w Q� 0 zpz=) m 0 . � 0441, 0 346 .....•.... .......... 0 0 0;jit z 0 z F= cn F= 0 0 0 Z D f _1_0 Ld j n F= f5 La w I x xcix< w LLJ it (.6 < 42) cy) ui Q) 0 V) zx: L_ . C16 ui 4--j" z U) c\j j x U) LLJ o W Z w w w 0 C-) W 342 0 Z 0X: z 2- 4" SD UL MW 6w W> wo wo W LLLL 0 0) ()):2 00 c/) < 0 + 0 0 + 0 W cf) (0 • 0 *0 • • ........ co X00 •* 00 * + W T-. 338 NOTE• - VERIFY EXISTING* LOCATION AND . t . 4i e i I + ELEVATION IN FIELD, PRIOR TO + Lu , 04 �_ F_ a CL h_ 0 a w < 2 CONSTRUCTION AND N0TI'FY -ENGINEER .................... .................... IF THERE ARE ANY DISEPANCIES.'. M APPROXIMA 7F DESIGN GRADE A ABOVE SEWER & STORM DRAIN I '41-A w w LLj C0 LLJ wm�- 0��•w��zC)z Z 1w A.4 w � z a w -r z � 0 L>U cin co Ir CO) 00 6, —i , 0 z i co Cj 2 t 0 9 < =) 0 w Z w Q� cy) w z 0) L0 Lu 2w z m w L< cc r wm C012 2U- 346 .....•.... .......... �= wap2- ��a�ow'��c� ................ z 346 • .... 0 ........... .... 2.4 XV. W 18 N V. N ........ od U) 0 0 5;�. S w �= 2 -n' 0 >w w w 3: Cf) IX 0 34 a Z< �j 0 W W F- 7,22 0 w it (.6 < 42) cy) ui Q) 0 F- 0 W LL Z 0 ww 2 2 ww L_ . C16 ui 4--j" z U) c\j ii.- w 0 _j — Z w w w 0 C-) C'q 342 ........ • ......... 0 w 0 Z L W > a cn '0 w 0 1z 0 0 z Z 3- 4 2 2- 4" SD UL MW 6w W> wo wo W LLLL 0 TOP—' •r. • . V • � � �!• • . . . . • . r . • r . . . . • . ✓7 r r i • <\ . i . 3..39,7± ........ X: 0 co z F- y 5 g d 6 wu- r 0><LLZ 338 ............... • • ........ i/—.EXISTING 32 GAS, MAIN 338 NOTE• - VERIFY EXISTING* LOCATION AND . t . 4i e i I M LLJ ZW FMw - ELEVATION IN FIELD, PRIOR TO w xMIDWY0 wz=) �_ F_ a CL h_ 0 a w < 2 CONSTRUCTION AND N0TI'FY -ENGINEER .................... .................... IF THERE ARE ANY DISEPANCIES.'. M 334 .. .......... 334 F Pww.. EX..8 R • ............................ CONSTRUCT 144.0 LF± • -"I� 330 "'b* ............................ 8 PVC SEW T-v l ER @- *_J%j 0.*'�A ....••... • ........... 330 10+00 11+00 12+00 PROFILE S2 U- U- U- 0 w 0 0 w0wI.- maw a UJ 0 w co Z' w w LLj C0 LLJ wm�- 0��•w��zC)z Z 1w w � z a w -r z � 0 L>U cin co Ir CO) U) 6, —i , 0 z i co Cj 2 t 0 9 < =) 0 w Z w Q� cy) w z 0) L0 Lu 2w z m w L< cc r wm C012 2U- LLJ 6 �= wap2- ��a�ow'��c� > nN co c! z ¢_h - �_ ' a z � - Lou 0 (0 ' L 0 Li cjj (caZ0 C6 ( u W- W Z ZJ) C) Z':' " w- Z LZ C> 0- Wn od U) 0 0 5;�. S w �= 2 -n' 0 >w w w 3: Cf) IX 0 Z C'4 a Z< �j 0 W W F- 7,22 0 w it (.6 < 42) cy) ui Q) 0 F- 0 W LL Z 0 ww 2 2 ww L_ . C16 ui 4--j" z U) c\j ii.- w 0 _j — Z w w w 0 C-) C'q zQ co W Z 0 CL owWWQ,z��C w z :c W 0 z LLJ c 0 w 0 Z L W > a cn '0 w 0 1z 0 0 z Z 0 w <z z w < LWL z UL MW 6w W> wo wo W LLLL 0 a. 0 cf) w wo 0 z < LLJ Z 0 cf) LL w Z w 0 CL < 8 c' _j cf) w < 'WL) W> 0, w zw <X: < Ow o X: 0 co z F- y 5 g d 6 wu- r 0><LLZ 0� 0w0�.._.trw 2 j L:) cmj) w >w . m L L '�- > cf) W a 0 Ft M LLJ ZW FMw - w xMIDWY0 wz=) �_ F_ a CL h_ 0 a w < 2 Q 0 cv w w Z 0 z w w 1— cn w 0 > W LL F- w or 0 a. te• ( 0 .\t%EER CO) I? W 0 n > ��S��3a � s w • 4_j 4-1 0 E 110 0 IN'00- F-- �3 0 r�� Q0 LO co (0 z 0 W > w DATE 06/2412013 LO N (0 PA JOB No. 12-2656 L -4-1 SHEET 0 E LO co OF 6 SHEETS