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HomeMy WebLinkAbout1.2-7213PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD GREGG ,IrM 1il A A _ #rCE 58663 INTERSECTIONTOP OF CONCRETE MONUMENT IN LAWPHOLE AT THE CENTERLINE DRIVE.OF McCUTCHEN ROAD AND MOUNTAIN RIDGE ELEVATION _ 9 . . . PER TRACT NO. 6332 1 MON. ELEVATION MAP . BASIS OF BEARINGS;— THE BEARING S « a CENTERLINE Wi, AS SHOWN ALONG THE AS SHOWN ON TRACT 6351 — UNIT TWO, FILED IN BOOK 56 OF MAPS AT PAGE 134 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS TAKEN AS THE BASIS OF BEARINGS LEGAL SHOWN HEREON. WAIVERPARCEL 1 OF PARCEL MAP II RECORDS,RECORDED OCTOBER 12, 2007 AS DOCUMENT NO. 0207207319 OF OFFICIAL ALSO BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION s SOUTH, TOWNSHIP 30 RANGE 27 EAST, M.D.M. , CALIFORNIA. COUNTY OF KERN STATE OF PANA A LANE Ld 0 BERSHIE ROAD w co ICPROJECT < SITE cTCH N ROAD - _. MANHOLETMH— TOP OF ITCO— TOP OF CLEANOUT ELEVATION INV.— PIPE INVERT ELEVATION P 3 } i SOUTH, NORTH, . . L CHLORIDE APPROXIMATE LL VERIFY PRIORALL LENGTHS I ITHIS PROJECT ..P.— REINFORCED CONCRETE PIPE R.G.J.—JOINT CATCH —BASIN ATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR R■ PHASING NOTE PHASES SHALL BE CONSTRUCTED IN SEQUENTIAL ORDER. STORM DRAIN SIMULTANEOUSLYPHASE 1, PHASE 2 AND OFFSITE STORM DRAIN MAIN SHALL BE CONSTRUCTED PHASE ..; CONSTRUCTION. NOTE - SEWER IN ■ LANE, BE INSTALLEDPHASE ■ SHEET INDEX EXISTING SEWER MANHOLE SS# 12 SEWER MANHOLEf C CO#12 SEWER CLEANOUTW/NUMBER TCO# 1 TEMPORARY SEWER CLEANOUT DSD#12 STORM I LW/NUMBER ° CB#12 CATCH BASIN W/NUMBER PROPOSED SEWER MAIN STORMPROPOSED —XS— - EXISTING I -—— — EXISTING PG&E GASI PHASE BOUNDARY DAN SEWER PHASE 1 PHASE 2 PHASE 3 PHASE 4 TOTAL 8" SEWER MAIN 966 LF 11,158 LF 684 LF 871 LF 3,679LF " SEWER MAIN1 LF 200 LF 373LF 202 LF 1,187 LF " SEWER MAIN(LATERALS) 1,836 LF 1,164 LF 1,125LF 1,192 LF 5,317LF MANHOLESSEWER '— ' A 3 EA 4 EA 11 E MANHOLESSEWER '1 1 E MANHOLESSEWER LINED) 1 EA 0 EA 0 EA 0 EA 1 E SEWER CLEANOUT 1 EA 2 EA 1 EA 2 EA 6 E SEWER CL UT Y) 2 EA 0 EA 0 EA 0 EA 2 EA TIE—IN(S) A 1 EA 1 EA 1 EA 6 E STORM DRAIN PHASES 1, 2 & OFF -SITE " R.C.P. STORM DRAIN1,980 LF 0 LF 0 LF 1,980 LF 1" R.C.P. STORMI LF 519 LF 460 LF 1,329 L T " CATCH BASINS11 EA 3 EA 2 EA 16 EA DRAINSTORM L 13 EA 3 EA 3 EA 19 EA OUTLET STRUCTURE 1 EA 0 EA 0 EA 1 EA M i AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED !EET ! IGHT OF WAY. UNLESS SECURED # IMPROVEMENT ! AGREEMENT, ■ SECURITY BASED ON AN APPROVED A■ii ENGINEER'S ESTIMATE FOR WORK PERFORM iF RIGHTWI THIN t y ND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. I, SHALLNO CITY INSPECTIONS AREA # AN OBTAINED. ;ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY R INSURANCE HAS BEEN 1 I rX I I / TACT !' I I I I I I TRACT 31'— I I ,31 X ACT - E s EX s E BERKSHIRE ROAD CB#1 CB#2 d 1 TCiS 2 AV E - o m t S 1 i— T --€ — — - ---_ C _. _ 4 t— {r I EX PHASE PHASE C PHASE PHASE 1 Q r it s i I I PHASE 3 Lu iCDI 7 AVENUE O—=�=-�� = v --= _ - _—� - _— I i I 'PHASE PHASE 3— 1 _ I S11 SS1 co' — L NE D 9 L <I of I �I T —_F C Lu!ll j S 1 ! I I ARCONI_ _ E SD#l2 B 1 .AV UEAQ t E s 1SD 11 EX — _ C 11 . � j i \ \\ \ ss 17 IJI s 1 SA TI AVENUE OL \TRACT < 35 L/-CBJ 15 DOC7 ' WIDE PG&E EASEMENT \ \\\s 1 I CARDS VU c 1 I PER . 1671, PG. 4 O.R. \ 17 �F_ \ \\ \ SD#18SU MAP I _ SCALE: 1 =200 rr all It '02 r � ; w ■ H • i � ■i III � � � � ■ ■ ■ ■ r■ ■ S i w � � r r � ■ �' i ■ � N y � go k■ ■ OR ■ r i is • f■ All f I1 to i /o.. Jim, s i I IM w rf It v Q) 0 L_ I UNDERGROUND VICE ALERT F SOUTHERN CALIFORNIA c-- r E 0 0 70 DIAL FREE: AT LEAST TWO DAYS BEFORE YOU DIG vi Q) 0 y E r. L f'� r PO . . .— 1 5 COB RECORDS . Q 04 LLJ LLI - V1 C HN'l T Y M A P � 1 1054, - 9101:11MIMMON110 ■ ■ # ■ • ■ • # 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CIT Y CONSTRUCTION INSPECTION SECTION iHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. }* #*■........ i* •#• � ♦ t # i • # � # t t■..... _ � ■� #. # 1. # • # ■ �# � �■ ■�. # ■w#fir ##• # � # ■! �■ ■ r# � �■ ■ # 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY THE 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 N01IFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A 1 ■ i # t ■ #• ■ } ■ R } i • t # # } } ■ } L • F.11 IN f Mmoll] ■ 1 o ■ L Efilli a in SM. # # ■ ■ 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN 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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIM FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 1& ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGEDOR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS L REQUIRE REPAIRING AND/OR P I G AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED LY ONCE. ALL RESTAKING OR REMARKING SHALL E AT THE EXPENSE OFTE CONTRACTOR. WATER20. SEE T T IMPROVEMENT L FOR OTHERIMPROVEMENTS THAT ARE PART OF THISPROJECT. w SEWER SPECIFICATIONS ALL MATERIALS INSTALLATION SHALL CONFORM 7 IIF S.: ■# PROPOSED !i■#!CITY OF i ■, E 111,.,,. SUBDIVISION AND OF THE MANUFACTURER. ENGINEERING DESIGN MANUAL AND WITH THE RECOMMEN 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPEDE TRADE E OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PLY VINYL CHLORIDE PIPE (PVC) 3a. MATERIALS: PIPE AND FITTINGS FOR PIPESLESS THAN l" IN DIAMETERSHALL MEET THE REQUIREMENTS OF AST SPECIFICATION D3034 FOR SDR 3. PIPE AND FITTINGS BETWEEN1" AND 4" IN DIAMETERSHALL MEET THE REQUIREMENTS F ASTM SPECIFICATIONI F679 FOR PS 46. PIPE AND FITTINGS SHALL BE HOMOGENEOUSTHROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS E INJURIOUS EFECTS. FITTINGS SHALL BE INJECTION ED AND SHALL BE INSTALLED IN LINE I LI S;CUT-IN FITTINGS ARE NOT PERMITTED, 3b. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS. # PVC PIPE r COUPLINGS APPROVED BAKERSFIELD. SHOULD 3c. INSTALLA11ON: PIPE AND FITTINGS BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNEDFOR USE ON SEWERSSHALL BE PLACED ON TOP OF SEWER MAINALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO E PLACED ON SEWERL C FROM SEWER MAINT RIGHT-OF-WAY LINE. SURFACEK S FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE PER PROPOSEDC.O.B. STD. D. SW-1, UNLESS OTHERWISE D ON PLANS. 6. -FITTINGSSHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATEDI I F 230 AND A MAXIMUM OF 4° ABOVE THE HORIZONTAL PLANE U I G THROUGH THE CENTERLINE OF E MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED A STANDARD PLASTIC L (SOLVENT EL E ). 7• ALL LATERALS SHALL EXTEND -10 A MINIMUMF FOUR FEET BEYOND THE PROPERTYLINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTEDPLANS. 8. THE MANHOLESALL BECONSTRUCTED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWGS. SW-2, -3, SW-4, AND SW-6 AND SECTION7 -1. 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. # CLEANEDINSTALLED PIPE SHALL BE AND TESTED IN ACCORDANCE WITH DIVISION 2.3 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AN) ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. CAPABILITY COB SEWER SPECIFICATIONS (CON'T) 12. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED NTH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE ! 60IN ORDER f VIEW AND RECORD THE TOPAND SIDES OF # # VIDEO INSPECTIONS SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, y WILL i INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE SPECIFICATIONS.NOT IN COMPLIANCE WITH THE RECORDED COMPLETEDCUSTODY■ 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 #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 . THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED SE PLANS, THE STORM AI I E SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (.C.P). REINFORCED CONCRETE IPE SHALL BE CLASS III (ASTM C7) AND SHALL CONFORM TO THE REQUIREMENTSOF SECTION F THE CALIFORNIA EAT T OF TRANSPORTATION STANDARD SPECIFICATIONS. (SEE GENERAL TE 2) B. JOINTS ALL BE RUBBER GASKETED IN CONFORMANCE E PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION F THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION E ABOVE I E S, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED A GAUGE ALL E WAY AROUND E PIPE AFTER THE JOINT HAS BEENS E L TO DETERMINET THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY A E 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 6422F THE LABOR CODE. 2. Y TRENCHING TO BE CONDUCTED I CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED E PROPOSED C.O.B. STD, DWG. ST-12. 3. ALL EXISTING PAVING AND SURFACING E VE , DAMAGED OR UNDERCUT SALL BE REPLACED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWG. T-11. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINGALL TRENCHES. IF TRENCHES OR PIPING COME DAMAGED DUE TO WATERINFILTRATION, ITS ALL BE THE CONTRACTOR'S ES I ILC TO REPAIRE TRENCH AND PIPING TO THE SATISFACTIONF THE ENGINEERT THE CONTRACTOR'S EXPENSE. 5. FLOODING A JET SHALL NOT BE USEDFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIREDALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1 a. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION E T ETESTS SHALL BE DETERMINEDTHE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPAC11ON TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CONNECTION SEAL TO PVC LINED KWER LINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED LE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUME TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. . PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTICLINER U THE PIE AT THE CORED HOLE SHALL BE CLEANED THE PLASTIC LINER MANUFACTURER'S. THE END OF THE CONNECTING LINE SMALL BE SEALED TO THE PVC BOOT WITH SI A 449/203 PRIMERAND SIKAFLEX 1 A SEALANT OR AN APPROVED EQUAL. . THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELDI SHALL BE INSTALLED TESTED FOR HOLIDAYS PER THE PLAS11C LINER OF C E ' RECOMMENDATIONS. 5. E CONNECTION LINE SHALL BE CENTERED IN THE CORED LE AND PLACEDSO IT IS FLUSH WITHE INSIDE ALL OF THE CP. 6. E PVC BOOT WELD STRIPSSHALL BE MANUFACTURED BY, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. 00cn aw0 - .- 1. THE FOLLOWINGI F BAKERSFIELD SUBDIVISIONENGINEERING I L STANDARD DRAWINGS CONSIDERED(CONTRACTOR OBTAINLATEST EDITIONF FROM THE CITY OF BAKERSFIELD Q PUBLICI . I Y I i c� '- " 1 LATERAL CONSTRUCTED i '- ° -7 IL CHANNELS MANHOLE- V LDRAINAGE, - %- El- L E TI --1 I I T C 55 �- ' }- SW-4 MANHOLE I I -11 I ' I ---, SW-5 SEWER L A T D-12 CHAIN -LINK 'F_> SW-6 FRAMES AND V F A L A L _ 13 CHAIN -LINK GAT- >, ow zo -7 LATERAL I EXISTING I -1BASIN,"A" vim_ " El SW-8 PIPEWITH ING El D-15 CATCHBASIN, TYPE "-" - _ v _ 9z El LA L AI LL f...- mo -1 I w'- 0 El 1 0 DRY SEWER HOUSE CONNECTION- I r, - 0 -1 INTENSITY V DURATIONCURVES -1 I L DETAIL -'�- >�=W c ` 0 El - 2 I L U I I -1 I LL T ITI C. - 0>- Em0g0Wz=) El -3 CHANNEL PROTECTIONSIDEWALK I El D-4 CHANNEL PROTECTION ST-11 PAVEMENT PATCHES El D-5 REMOVEDT-1 C FILL AND COMPACTIONREQUIREMENTS El D-6 CONSTRUCTEDCHANNELS PHASE 2 LATERAL Q FOR LOTS: 19-25, 33-36 PHASE 3 LATERAL FOR LOTS. 10, 17-18, 31 Q co l LLJ _ 2' t 10' (MIN) LLJ -•- 1' (MIN) 12" CLR. " AWA C900, CLASS (MIN) ) 200 SLEEVE FOR " SEWER LATERAL - aCL i H 1.::... DATE ----. ill 72 022 PA JOB No. 3115 l.. c;2' - `7 �1.� CONSTRUCTION NOTES CO INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN - - PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE - PROPOSED STREET CENTERLINE ---- -- -- PROPOSED PHASE LINE - PROPOSED WATER W -XS- _ = EXISTING SEWER -XW- EXISTING WATER OHE EXISTING OVERHEAD LINE ATT EXISTING AT&T LINE Q SEWER LATERAL CROSSING PER DETAIL A 2 © EXISTTNG 10'f SEWER LATERAL PER TRACT 7140 SEWER PLANS (BY OTHERS). SEE NOTE "A". i i SD STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE BW BACK OF SIDEWALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" 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 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. 1-- O OC V) Z 0 J 0 O Ln Fn N W I 0 Z Q to vi PRECIOUS JEWEL WAY (SEE SHEET 7) 0 7 N of CO :D O O u Z W N U O of i`- W +� 00 V) -N- 0 20 40 80 HORIZONTAL: 1 "=40' " ' INSTALL 100.0f L.F. INSTALL 231.0f L.F. INSTALL 232.1 ± L.F. INSTALL 215.5± L.F. INSTALL 101.7f L.F. VERTICAL: 1 =4 ---6" PVC SEWER @ 1.00% 8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.35% --- 8" PVC SEWER @ 0.35% 6" PVC SEWER @ 1.00%--- WITH PHASE 4 WITH PHASE 4 T WITH PHASE 4 WITH PHASE 4 WITH PHASE 4 F- H � {- N F- M F-- N !- t- d' t- N U U U� U U U U U :D W �(~z� �W ui V)ui UV) V)� 0 ) o. V)00 coo On oz _ z_ z_ Z= Q z z z o� o ooOoo �< << F0- v w Li w o o w ry w r ow ©'�-' vw o� o� ow ow o� O� o o V) CD o o (n o cn o W u Lo u i O O O � d' O L0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . nl. . . . . . . . .tsr3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... C�fl C3� O . to u') co 356 : ��° tip. :,,. o'' : 356 . APPROXIMA TE DESIGN 'GRADE AB0 �E' � � SEWER AND. STORM DRAIN �•�'��`' : . . . . . . . . . . . . . . . . . . . . . . . . . --__------- -- ----- .--------------._.--__---- `��\ `��\ `S�' � . � "�h. . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352......... ............................................................... .................................................................................... ......352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ............ ................................................. ........ BCD.................... Q z 18" IN, V, N-W= w 347.68 J O 348.... .... ............... ........... ............. .348 tD F' cp 344 : . `.�.: ,, ���' :....... : `1o° : ��',���� : : 344 F. �,� E-S= . , ��' �. sus `!y\ CONSTRUCT CONCRETE 343.98 ...................................... PIPE SADDLE PER ...................................^�.............................................................. ........ C.O.B. STD. DWG. D-1-8 340 : : : : : : : : : : : : : : : : _ : : : : : : INSTALL '174.gt L.F. '18": CL=3 : : : : : : : : : : : : : : : : : : : : -. 340 RCP W/RGJ STORM -DRAIN ® 2.12% WITH PHASE 4 ................................................................................................................................................................................................. 10+ 00 11 + 00 12+00 13+ 00 1 4+ 00 15+ 00 16+ 00 17+ 00 18+ 00 19+ 00 SEWER AND STORM DRAIN PROFILE 22 z 0 ZD O ZO W __J O U O Of © W + W (y) (n O 0 L6 O O O O U o_ z��W naUp wOcn wzw-��'� �mzZ�=�F-o � P F3- -u zaz FZdzv�zWwmp 2z-�=mU w=Ow=Uzi cnv"- zh~-~"'o25 Uaj n ozz w U w oz� 6E'Z0'F- LL U)LLI uiodZU d mm 2 uwi zzoocnoo0oo ww>-UTQo'2zT_U)w = Q a� F g Z Cl) O F-z �-OOw d nzw m LU z-�ncnF- Q�wmzo¢ n zn�v�Joz> z�O�nyv��w dwF=dwF cnn a o�z�= it F,��ZmsFd-Zcn�nv zLcul w w zoW_ w w== Z 4 U zLLJ n sL UOa- z_n=Ucnw=dFYW p W w= L OZ m dLLZw ww Qcn a w�w mmOWz�Zp¢m d w -01 � CL wwUowZdco> -cf) ==u)w=Owwzn f- F- naF-Unflr�d� i �a 0� .- ? 9- / 1.. 2 ) d z o co m Lo UJ Z L 0 � U � U =3 Q0 0 od c Q Q Z tests �= m N oes w w o t/5 N Z M W LU N o 0 0 LL, a � d W FL f p w = w w w w LLi Q O U- a o rn o 0 W Q' > U O U v O U) z O w DATE 2/17/2022 PA JOB No. 3115 V SHEET O L Q E Lo ILL OF 11 SHEETS SD STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE BW BACK OF SIDEWALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" 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 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. N O u') J J 5' 5' w U o CONSTRUCT 25.7f L.F. I I 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.39% WITH PHASE 3 I I 18" INV= 2.3t 18" INV= 347.82 347.76 18" INV N= r 347.72 8" SWR INV= 344.57 18" INV E-W= 342.68 A STORK DRAIN SECTION � N.T.S. U� LO U� Z 11-4-0 - t -- N d- F- U� r` F- U 00 F- U n � ui J O � J O m W 0- JmW a- r) � J ry J F-- v) v) C.0 O 6 C5 O 6-r + d- {n O v) O to O Oz UQ Oz UQ -� UW 0�Uw Oz U<C Oz U <t OTC U J _j � 0� �; F- of F- F U J W -j oW W o CURIEL d' r-" _j oW W -j oW W -� o� �W `� �`� � WAY n+K + �`� �V) om LO LO N o d- a, (SEE SHEET 8)d- 32 6 33 34 35 36 N 37 38 � I 1 2 0 3 4 5 6 7 8 9 N + + + 0 30 + + + o'C14 n 10' 20' 20' 10' � LOrn r do i 6.20 do 39 0 9_ ---� d O p 'r V O V_ L c0 00 mot O r- LO d .- O r- r- N 00 O mot rn + ,- ,- N 4 TYP. N ,� �t c0 c0 t\ r� 4 TYP.-100 00 Q-- -- , o -- -- -- -- cSq7777_71i - - - -- -- -- - - - - o -- -- -- -- __ _- _ - -- -- -- D o71 av vi o ]o Ln O CD Ile) U)� � � N N N O N N C"iN N N N 13+83.74 � N +. CD ' `N S `V S C - - 10+00.00 - - - �- S89'03'12"E - - - - _ _ �- - - - - -� - - - - - -19 - - -I '03'12"E - S89 1I2 c "I CD D 13 CD LO 1�_ D D 14 16 17 18 O O-) m O N 00 ( O N 0 � 0) � m O N 0) � 00 00 A vi Lo o 0 A A A 0 0 00 c0 N� \ ' �t O 4 TYP. I / i C) rn O c0 N a0 to O) i f) O� c0 N 00 L o 00 �- r- N 00 d 4' TYP. Ln CD• + + + - - -- o `- '- + N + + + + + + + + + + + r7 d- mil- LO LO co c0 r- r _ 00 cn 5 5' r � CONSTRUCT CONCRETE I PIPE SADDLE PER 30' 3 0' m COB STD DWG D-18 MUMOMMINOTewo SO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN - - PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE - PROPOSED STREET CENTERLINE -- PROPOSED PHASE LINE W PROPOSED WATER -XS- EXISTING SEWER -XW- _ = EXISTING WATER OHE EXISTING OVERHEAD LINE ATT EXISTING AT&T LINE Q SEWER LATERAL CROSSING PER DETAIL A 2 © EXISTTNG 10'f SEWER LATERAL PER TRACT 7140 SEWER PLANS (BY OTHERS). SEE NOTE "A'. (I II C.� ` EX EP I ® I ry Q ,I o m (I F_ V) F- < I (` EX GAS LINE-"/ MARKER 10, r 20 20 c� 31 30 29 28 I 0 27 0 LIDE 25 24 23 22 21 20 19 18 17 10 ®0 R I ® F- F- Of :;7� z WAY �( �LO " z n-od- ow U (SEE SHEET 8) o f o f o 0 0 J `r' O ``i O "' W O o � LqQ m N� �+Q M� �� N r + t� n� _ r' � (v_ �e vi r- v) 3 vi vi rrmmkmmlASEJ 0 20 40 80 _ HORIZONTAL: 1 "=40' VERTICAL: 1 "=4' INSTALL 237.5f L.F. INSTALL 275.0t L.F. INSTALL 275.0t L.F. INSTALL 135.0t L.F. 6" PVC SEWER @ 1.00% 8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.35% 6" PVC SEWER @ 1.00% 0 WITH PHASE 3 WITH PHASE 3 WITH PHASE 3 WITH PHASE 3 F- L0 t-- C0 F- c0 F- LO 11 F- mot- i i d- CD N F- r- F- 00 F+ rY? U z U U� U� �U ^Z "4- U U� U Z F- F- �J �J J J �J -'ml< W� �J �J �� 77 z0 Z0 Z0 Oz = oUO d- Z O z� z 0 OQ OQ OQ OQ �OQ pUQ OQ OQ 01Q v) U i _J z o� c)� r, r' `-)+to o� o� o� w OV o� o0 0 ++ +�� C) o� ow U `e 4-J 0 O d- LL_ 0 O Lq t� j p�j V Lq Lq Lq . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . .0 . . . . . . . r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .r. . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . N N N 0 N 356:,,...........................................: .................. ...... .......... ' ................................................. .......... ........................ ....... ................. 356 1-1 son ^�`? : : : : : : : : : : �� '� : : : : : : : : :r `- �`- APPRQXIMA TE DESIGN GRADE ��''��'� �� ---------- _ `�s� y� :���.'�?' . '' �'� �'' ABOVE SEWER AND STORY DRAIN. �h. _ h� uj . • . . . ♦ • • • • • • • • • (^J V OW • • • • _.__�-�.�.�.����. �. • • • • • • • • • .�-++r+_+.�-.�-_err+r-��--- •�---.f---- • • • = ------------------- --------------- --- o v oa�0 wOLL co Z O N Z w cwm=Z�Uj'< O�i--LLzn-Z 0 C'7 a.¢zv�z�w�p =c=n�wc`)o>`°�F' .. (y� Rf 0 0Z Jcnc�v yy �� 0 '� T- v O = 2Wo�¢w�(uj i.i� Z � �F_F-T(m.L, N W M z�0�v00000- ) w ¢ = Z Z,(- Ow 0w > {� QpaMQ���=? �;,� Q O�C��ZpF-LO tL'S0Z¢mow o�S us Q LL v�w�wWC/)c �E5pou o0�0aw &_ � �-' ~- =n= z U) � ww>-W>0 CZ5 owZw���F-c) m N wFm'mzZ=o00J Co tZO¢ W �M oo§i<3: o Z N q aUacn Zoa Z M Lij O0ZLwwpW8Q¢W �N Q0 =a0wa=UOoO� � wz22 CU0>=¢zvw'Qpw � Wo o N Q¢Uwv�-O a2cwi�ww 0' Q JO=�0CL wjiJ�� cnmwrwe t�cnw==zaQoo Zo=vow= ,s Ow <<03: .o�00) ��[[¢o� >¢wZ- Q=0wwwxwZo j�.w8ZFn0lFj)< � omcnUc9=)Zzww c� z ==Dw=0iwzw F-F-0aF-00Ll_¢2 i Q 0 ( z o m F- F- J I F_ rll+35-_38 352 .................................................................................................................. ......................... -0 C ......... ............................................. .................. ...... ......... ............................................................... ........................ ......................... Q. CONSTRUCT L 348......... ...................................................: ................. : : CONCRETE PIPE : : : : : : : : : : : : : : : : ........ .. ...... ......................... 348LO SADDLE PER r 18" INV. N= ��''�� C.O.B. STD. i . . . . . . . . . . 6, . . . . . . . . . . . . . . . . . . . . . . . `3sr ! g" ENV E_ 347.72 . S22 �',S DWG. D-18 . . . . . . . . . : ��� . 344.19 �ii ,� : : : : �tK� 344............ . a ......................................... ............... .............................................. .�...... ...................... ...... ................. 344 ........................... 4........ �Q /, 0 ��0� rf Z ¢ :�i41 �6' -cb . .Dc ,,. 18" INV E-:W= 18 INV E-S= U o . • . . . A . . . . . . . . . . , . . . . . . . . . rii 0 N Li_ L.1J 0 0- u- W w = m Z w W LIJ w L w LL ry a o a G\�AEER 0 i W CL _> U o w v Z 0 w 342.57 342.68 18" INV N-E-W= 0 �'` L_ 342.73 - L [6PA ATE 2/17/2022 34®: : : : : : : : : : : : : : : INSTALL 98.5t L.F. 18": : N Q : '�°c INSTALL 58.9t L.F. 18" : : : : : : : : : : : : : : : : : : : : : : : : : : : 3-';.( - CL-3 RCP W/RGJ CL-3 RCP W/RGJ - �, JOB No. 3115 STORM DRAIN @' 0.11 % ' STORM' DRAIN ' @ 0.31 % ...............................................................W.ITH.RHASE.3......... ...................WITH. PHASE 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . ... . . . . . . . . . . E SHEET 10+00 11 +Q0, 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 > INSTALL 41.6f .L.F. 18" CL-3 RCP W/RGJ SEWER AND STORM DRAIN PROFILE STORM DRAIN @ 0.12% WITH PHASE 3 E i OF 11 SHEETS COB RECORDS No. CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN U INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN - - PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE - PROPOSED STREET CENTERLINE --- — PROPOSED PHASE LINE W PROPOSED WATER - — -XS- — - EXISTING SEWER - — -XW- — - EXISTING WATER OHE EXISTING OVERHEAD LINE ATT EXISTING AT&T LINE Q SEWER LATERAL CROSSING PER DETAIL A 2 © EXISTTNG 10'± SEWER LATERAL PER TRACT 7140 SEWER PLANS (BY OTHERS). SEE NOTE "A". SD STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE BW BACK OF SIDEWALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" 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 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. ;� U �_ F- N t- �4- �-tk UJ (n o 0 Co 0 (n O U) -j to O ozo o_ oz o� ©Q U�tW UQ UQ UQ U ui J J W J(� F- c J �Wo �W oo� DORIGO � o� 0 co cW ) W oCD W � UJ �;�L6 � -H z �- (SEE SHEET 8) 0 co ro 12 11 10 9� I I I 6 7 6 N 5 4 3 2 N 1 15 16 11 II + >' + 30' 30' + + + o I 10' 20' 20' 10 m W Ei-1 rn o V) EX EPIn N Lo `� N 00 to d N p a0 Cta rn _ 32.4' COX \ + + ' + + pr- 00 0 + + + + + + + + + i ® \ T r 4 TYP. �N N d d- LIB Lo r` r- 00 4 TYP 00 r i - - _ - r - / I 1 5' i i i i 5' - - -- --i - -- O -- I- i i -i -- -- -- -- i -- o IO Y ' r �- o 0 � � ++ N N C) N N I N N N N � N N N N � N u S 14 15 Lo S89°03'12"E S 16 17 18 CN 0 19 "' - - - - - - - - - - - - - - S _ S89°03'12"E - �— - + p - �- - I- -� - �— - �— - - - - p 18+06.38 S89°03' 21 E — — 12 13 13+58.54 — 19+77.46 r"ya� m o oN � � m m m m � o oN � m m 18+56.38 0 CN 0 0 1 SEE NOTE A � � M � � � � � � � Z p o i o m _ \r- ao d- 00 4' TYP. \ ono \ Q , 4' TYP. r` N 00 �t Lo r r` 00 I I _ + + + + + + + + + + + + + • � r r N N M � Ci- Ln cfl Cfl r` 5 CIO Lo _ I r r r r r r r r r r 00 � _ � i 00 CONSTRUCT CONCRETE v PIPE SADDLE PER I 30' 30' cri C.O.B. STD. DWG. D-18 > v � 10 20 20 � 10 i, I 13 14 15 16 17 C 0 16 19 20 21 22 23 24 0 TI 14 13 12 FERMI z I-12 WAY o� o� o� 0 0 o (SEE SHEET 9) 0 0 CN Lo 'n o 00 7p +n � rimc/i 00 PHASES 1 AND PHASE 3 SEWER PHASING NOTE: 0 20 40 80 SEWER IN GORINI LANE, PHASE 3 TO BE HORIZONTAL: 1 "-40' INSTALLED WITH PHASE 1 CONSTRUCTIONAM VERTICAL: 1 "-4' f PHASE 1 PHASE 3 INSTALL 332.8f L.F. INSTALL 228.9t L.F. INSTALL 229.9f L.F. INSTALL 175.0f L.F. 8" PVC SEWER Q 0.29% 8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.35% 6" PVC SEWER ® 1.00% WITH PHASE 1 WITH PHASE 1 WITH PHASE 1 WITH PHASE 1 t- F- O �- 00d- U�Q � = � � WLd W Ld W i- V)O~ V)0 Cn0 Cn0 V)O (� 0 u)o S o O O zz = _ z z z= z z zz o<LLJ w OQ ov OQ ov< oa o J r cn � I- �- F- I- U W o� owo� oW 0 ow ow Lri V) uri L0 Lri Cn v) L.L, L0 L0 0�0 0�0 C) N Cal I� . . . . . . . . . . . . . . . N.� LO � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CD. 00 0 t 7 L0 00 00 356 :,,.........................................................................................................:.......................................................................... :356 (3u'o�h RINI L N E X�Dlll ���A8PROX/MA TE DES/GN GRADE : : : �, : : : : : : : : : `�s'So �`�: : : _ _ - -----_ . . . . . . . . . . . . . . . . - - �___- ______--- _-_____;__ ' ___ . . . . . . . . ss�iy\. �,, ABODE SEWER AND STORM DRA/N ,`��'�x, . `�45 �� 4'. ___.----------------- . ______---------- ,y -------------------- - _ --- --- : : _--: ----: ____-----------� v �h`L�' __�-___-------.---- : : ------------------='�`'------------------:------------ 352 ....... .................................................................... .-.....----.............-... ......... ............................................................................. ..........352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................................. .......................................................................................................................... .......... 348 ............................................... ......................... 18"INVS=........................................................................................................... ..........348 347.35 CONSTRUCT .PVC LINED SEWER MANHOLE'. : : : : : : : : ry z : : : : : : : : : : : : : : : : : 8'� PER C:O.B. STD. DWG. SW-2 w 3�Q �tiL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co v ����.. : 6 !y\ . . . . . ✓, 344 `> N :�,, ��h 344 SEX 30" SEWER TRUNK UNE ��� - � . . ..� . . L SEE NOTE "A" i i.................... .....................................�,`�... .................... .......... ................................................................................... ....._...... 340 :.......... -s� `���,\............................................................. ,,......................................................................................... O 24. INV• N. E= 340 - - 24 INV •W-S= t'xx 340.58 340.22 �: : : : : : INSTALL. 437:8± L.F: 24" CL-�-3 RCP: W/RGJ STORM DRAIN ® 0.08% WITH PHASE 1 10+00 11-�-0-0 12+00 13+GO 1"4+00 15+00 16+00 17+00 18+00 19+00 20+00 S�Wi."'ST-ORM DRAIN PROFILE v �� u_ paUO wOcA m J 1 O0%i wZ�l- UmWCAW WQ�O wj�o�ru-z°-z w=¢z�zWwzO Q �- uj .0 z w w_ o o C s 8 R w=Ow w Zt-U��pOLLp- �Q�=zZUpu�� o'a_ooQwgCo(ou w a�ow u criw�ww� mzp tZ- � p O w O p0 p a Ww�W�c~jcn=c=i�� owzw����--cno Q��ozW000m wLL-Z-� cAF_J z oWc,wQr'•-oo 1 Wu (3C zCL Oaza�Lu a=Co-)w'mZ LL u Fzm�F4-Zu�cl) z w w zpW w- aw�ci)d¢Uwv��O CAWS=z<25 ED 8wmWzgzd2op Za=UCAW=Q�� 3<:QD=>2= �OwW� o w w Ww p m wd��ZLco-M-1 >>:wUpU- Qw�L"wUzp>� ww 0LLJz��Crai>>-� =3: 0iwzD t-r--0a.F-00X<2 Wl 2 a z o co Lo o W z L O � `'- N LLI> M v � co o co X 06 LL C/) 0 N /) — � w m N W � M OZ5z a) o O�f z (0N W M W _ r N � o co 0 r . 0 U ry p N LL W F5 w J _ J W Q 0 m W LL W a ti Q o w a ER o cn W a- _> v Ov> � c_ z O w o: 0 DATE 2117I2022 PA JOB No. 3115 U) SHEET E 0 L a Lo OF 11 SHEETS CONSTRUCTION NOTES (D INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE J) A" CATCH -BASIN PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE PROPOSED STREET CENTERLINE PROPOSED PHASE LINE \A/ PROPOSED WATER -XS- — - EXISTING SEWER -XW- — - EXISTING WATER OHE— EXISTING OVERHEAD LINE ATT EXISTING AT&T LINE (D SEWER LATERAL CROSSING PER DETAIL EXISITNG 10'± SEWER LATERAL PER TRACT 7140 SEWER 11 PLANS (BY OTHERS). SEE NOTE A < F F_X EP--,\.- 0 w ui 0 S x < Of ZD Q m CD I_- 0 X N co bi LLJ CIO LLJ C� LLJ + Ljj LIJ 00 (7)(on, 0- 0 z I-— c� 15' WIDE PG&E EASEMENT LcQ PER BK. 1671, PG. 4 O.R. V) CN 0 (N w 0 PG&E GAS NOTES - SO STORM DRAIN STATION CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF SS SANITARY SEWER STATION CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON—UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. PL PROPERTY LINE BW BACK OF SIDEWALK ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED, TIME. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON AND A 4.5' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. NOTE $1 A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. 35 34 33 32 30 29 -H _H -H -H -H -H -H (0 00 L0 L0 00 0) 14- CD L0 r- 00 4' TYP. -1 + + + + + + + CD CN 04 K CD +1 -H- 00 Qc) 0-) Q0 :H cxj 00 aj 00 00 00 0j -C:) cll� (NI cll� cllj cll� Cll� 00 B TYR CN 12+31.79 0 0 —S89-03'1 —12- 13— — —'-S89*03'12"E-t- -l' J J x S s xs -H TYP. 6.4'±_ 77 CD 06 -H -H L4' TYP. N C) C-0 C) co LLJ LLj C/� EX 20' SEWER EASEMENT--e < PER DOC.# 000216163177 0 1 30' 30' a- C) 10 20 V) 1. - _ 20' 1 O'll 44 r wl 37 38 39 5-< __j CO 0 C,q < L u') C-A Lij + 3�: L UJ L V) ( x now*& n N A 'Ab E 20' mm M a Iffm 11 IN IN m m Aw ff m m ff 1�1 v co In m z4z C6 C5 CONSTRUCT 15.7± L.F.—. 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.64% WITH PHASE 1 18" INV=j/ 347.20 18" INV N= 347.10 rqa-. U) \EX 8" SWR INV= 24" INV EZAf_,f]] 339.96 rT`� STORM DRAIN SECTION N.T.S. a a lvi I I -� C,4 r,� C14 +'11� \y + rl �9: E E T 9) 30'1 1- 2 3 4 0 20' CN 0 < LiJ Lij C/) (J) <(< -H -H < C-) T_ (D cy- (D L0 IL w U- 0- + + + + Of F_ 00 00 CD LLJ LLJ M 0 7 /IT CL -ti - �:Fl; +1 — — — — — — — — — CD: z Z n� 0�' W w CD 2E r�r) C111 0 co > CN B TYP. w I`_ w 19+60.13 20 w -­) u- cr —18 0 < + S89*03'12"E—'l 1 9 z IX$ — I �/s '— I _. L.L 0- 0 CL --T-17- — :Hj 1\ 0 1 xsI > 17+35.13 Lo I C)l m__ +1 +1, 110 _. +1, +1 R CD CD CD c�l T__ _N A CD c� 0-) 0) LO \X-11 -H _-H 0 cll�j CNI C%4 4' TYP. r- c3) U-) cN r- CN > + + + + + LLJ Q0 00 co t, 3; Cie EX 20' SEWER EASEMENT All PER DOC.# 000216163177 S/4938 FZ 9 8 Ln 7 1^1 ui PHASE 1 PHASE2 -N- z co ui z famowmlm I IMONAMMM 0 20 4n 80 C) ui HORIZONTAL: 1"=40' VERTICAL: 1"=4' > < ry 0 bj:% 0 uj:z 0 uj:t I`_ N 0 UJ-- C) 11 C) 0 r-- co z —i M —i M M F__ ot F-= O;z C)t Z:) f) Z14z 0:: Lj 0 LLJ M Z_ 00 F_ = LIJ UJ ct� LJ Q:� Ld Ld Lj 04 V) -1 17- _j -i — Z X <c) <0 V) 0 V) 0 0 _0 CL + X <c) Li Lli <, LJ 0 0 c:) u 0 r- ui :2 z '2 m z = :2 = 11_11� 11-11, 1­1 0 0 = L6 q z: C3 --i ui of ui F_ of ui X LLJ 0 C) < C) CN 0 0 l­_ Of Lij 0 Of ui ui Of LLJ Ui Of LLI Li < ME < Of UJI Li 0 3�: co 3: co 11_11� In to M 3:(/) F_ 00 V) (D ILO 00 ro ui Lli Li , ui V) (f) _j _J M c) (D U) 44 ci r.,: In 0 U) L6 U) + + + -H C C) L0 L0 0) 00 00 C14 C) rl_ 00 LL_ + + + (.6 + .. . . . . . . cc) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ro 00 cf) . . . . . . . . . . . 0 + + L0 ............................................. .......................... ....... ................................. '356 356 r ...................... ................................. ............ I ............ .......... ..................................... Ln X x Ln It X ty x APPROXIMA TE DESIGN 6RADE __j />1 Ll- . . . . . . . . . . . . . . . . . .142 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - --- -- -------- LJ C14 --------------------- A BO VE - SEWER- A NO - S TORIV DRA IN . . . . . . . . n_ CD ui --- ---------- --------------------------------------------- --- ----------------------------------- -------- c� ---------------- - ---- --------------- - ------------- -------------- Cp . . . . . . . . . . . ........... ........ .................................................. ------ ..... ......... ............... '352 352 ---- ------ 0 00 ............ .................... ............................................. .......................................................... .............................................. '348 348 ............ ......... . . . . . . . . . . ....... ................. ......... . . . . . . . . . . . . . . . . . . . ............................................................ ............................................ 18" INV S= J_� 18)). INV 18" INV'W= 344.84 V, 347. 110 .................. -- . .................... . . . . . . . . ....... . . . . . . . . . . . . ... . . . . . . EX 8" SEWER MAIN. SEE TRACT . . . . . . . . . 344 * . . I. I. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �INV E= . . . . . . L_J 344.73 _W 7140 SEWER PLANS (BY OTHERS) 1 �9' CLEAR Lx 8 SL L R IVA IN. SEE TRACT 7140 SEWER AT CROSSING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U) R IVA IN. SEE TRA C T 8 SE WL 1�) . . . . . . . . . . . . . . . . . . . PL A NS (B Y 0 THERS) Z V (�b 0 7140 Sf -WER PL A NS (3 Y 0 7HERS) N 0 8" SEWER MAIN. SEE TRACT 340 .................... 7140 SEWER PLANS (BY OTHERS) . . . . . . . .. . . . . . . . . . . . . . . .. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340 uj 24" 'INV E-W= 24" INV N_W=� \2 �i N �VS - ��= 339.96 340.00 339.86 DATE 2/17/2022 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U) PA JOB No. 3115 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 INSTALL 115.1± L.F. 24" CL-3 INSTALL 53.8± L.F. 18 SHEET SEWER 'AND STORM DRAIN PROFILE CL-3 RCP W/RGJ RCP W/RGJ STORM DRAIN E Q) STORM DRAIN @ 0.20% > 0 @ 0.09% WITH PHASE 1 WITH PHASE 1 E -3 RCP W/R,GJ INSTALL 42.8± L.F. 24" CL 4 Ln STORM DRAIN @ 0.09% WITH PHASE 1 '2 OF 11 SHEETS' COB RECO No _RDS CONSTRUCTION NOTES 3 INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE PROPOSED STREET CENTERLINE PROPOSED PHASE LINE PROPOSED WATER W -XS- - - EXISTING SEWER -XW- - - EXISTING WATER OHE— EXISTING OVERHEAD LINE ATT EXISTING AT&T LINE (Z) SEWER LATERAL CROSSING PER DETAIL A 2 EXISITNG 10'± SEWER LATERAL PER TRACT 7140 SEWER p PLANS (BY OTHERS). SEE NOTE "A' . RIZZUTO STREET (SEE SHEET 10) SD STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE BW BACK OF SIDEWALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" 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 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B )$ : MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE T# RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. m� 347.90 CONSTRUCT 15.7± L.F. 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.64% 18" INV S-E-W= WITH PHASE 4 3 -PHASE 2 v INSTALL 331.7± L.F. INSTALL 100.0± L.F. 8" Pvc SEWER @ G.35% 6" PVC SEWER @ 1.00%— WITH PHASE 2 WITH PHASE 2 I-_ u') 0 E F- U) 0 0 0= o< LL_ 0- 47.80 �8- _SWRINV= 344.7± KA� STORM DRAIN SECTION N.T.S. C) 15 C-) j I -N- 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' of w of 0 0 C:) CD Lo u n C) CD CD C) .......... r6 0) ..... ........ .................................................. ll� (N ........... ...... u� CN ................... 0-) 356 .............................................................................. ................... ................... 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ARPROXIMATE-DESIGN GRADE . . . . . . . . . . . . . . . . . . . . . 'IVA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 8 0 VE SEWER IN .......... 352" ....... ------------------------ ........................ - ------------------------ .................... .................. 352 ---------------- 348 ........... ............................................................................................................. ......................................................................................................... 348 !pippin.. --mm" 41 ............... ho il 0 .................... ........ mmomm-low ... ..................................... 344' 41 . . . . . lb* ........ . .... ................................ 344 ...... . . . . . . c� ..... .... ...... ............. ................. ....... 340* ...................................................................... 4 ............................................. 340 . . . . . . . . . . . . . . . . . . . 339.13 . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 SEWER MAIN PROFILE 18" INV= 347.90 -CONSTRUCT 25.7± L.F. 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.39% WITH PHASE 4 ANTONELLI AVENUE cc3 Lri (SEE SHEET 3) %_ CD CD xs I A bE 4 INSTALL 192.2± L.F. 8" SEWER @ 0.35% WITH PHASE Pvc 4 ff) I`_ CIA o z in= 0 :D:< z Lu __j cn uJ of M uJ of UJ _j I-- P-- U)Ui V) 02 M ui _J I.- 0 = __J F-- 0 (n 2: 0 = X UJ t__ — [I,- I X<o Luo UJ ZF_ Z 0 Z 0 < Z = 0 < Z < �3: Z 0 0 0 uj ui Li of ujw cr, LJ V) ui rl rl (n (o CD V) 0 b C) 4 4 -H -H o CD 0 T_ CN r_� C14 ai ui ui 00 + CD + . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4,- M C) .......... 0 20 40 8# HORIZONTAL: 1"=40' VERTICAL: 1"=4' 356 .......... . .......... . . . . . . 356 APPROXIMA'TE DESIGN"GRADE . . ,-ABOVE SEWER AIVD STORM DRAIN 'o . . . . . . . . . . . . . . I . . . . . . . . . . . . v. x . . 352 ........... . ........................................ .......... 352 ................................... 348 .............. .................. .................. ...... 348 ........... ........ 18" INV S-E-w=/ V W _W EX 8" Sf fR S TUB N W-347.80 . . . . . . . . . . . . 4/ . . . . . . 347.68. .. . . . . . . . . . . . . . . . . . SEE NOTE A - f X 8 " SEWER MA IN 344* ...... ........................ ...... 344 v 4/ <b I lb tK- INSTALL 108.9± L.F. 18" CL-* 3 340 . RCP W/RGJ.STORM. DRAIN. 340 . . . . . . . . . . . . . . . . . . @'0.1'1% 'WITH *PHASE'4 . . . . . . . . . . . . ................................................................. 10+00 11+00 12+00 SEWER AND STORM DRAIN PROFILE 0 0 T Lij z < c\4 U) 0 0 ui Q) _0 Cc: W C to Z 0 4- U) Lu (D E (D E 1-11 Ln COB RECORDSNo. CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE PROPOSED STREET CENTERLINE PROPOSED PHASE LINE w PROPOSED WATER -XS- - - EXISTING SEWER -XW- - - EXISTING WATER OHE EXISTING OVERHEAD LINE ATT- EXISTING AT&T LINE (2) SEWER LATERAL CROSSING PER DETAIL EXISITNG 10'± SEWER LATERAL PER TRACT 7140 SEWER $1 �$ PLANS (BY OTHERS). SEE NOTE A . lv� CARDANO AVENUE (SEE SHEET m w w -aw! SD STORM DRAIN STATION Ss SANITARY SEWER STATION PL PROPERTY LINE BW BACK OF SIDEWALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" 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 4.5' MIN. - 7 1, MAX. OF COVER AT THE PROPERTY LINE. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B $3 : MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. ANTONELLI AVENUE (SEE SHEET m CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. DWG. D-18 30 a UJ C) z 0 < ui:E 00 + C:S C'4 20 40 80 HORIZONTAL: 1"=40' VEE�TICAL: 1"=4' cl� C_� ro ro 356 ...... 11,11 . .. .............................. .......................... .......... 356 _j -i LL_ Li- 4/1 A PPROXIMA TE DESIGN GRADE 0 Lu ABOVE STORY DRAIN Z. . . . . . . . . - ---------------------------------- --- ------------------------- 7 ------ 352* ........... .............................. .......................... .......... 352 ........ ................................. ...................................... STUB. AND PCUG WITH PHASIf 3 348* ....... ....... . . . . . (PLUG TG BE- REMOVED. WITH . . . . . . . . . . . . . . . . . . . . . . .......... ......... 348 .18" INV S= PHASE 4 CONSTRUCTION) 8 - INV E--W= CONSTRUCT CONCRETE 346.23 .345.22- 18" INV E=- E SADDLE PER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J�o PIP 345.14: . . . . . . . . . 5*± -C.`O.B.STD.* DWG.'D-18 cj 18" IN.v O-L 345.32 344 ..... ...... . ........................ ............. ............ ........... 344 CONSTRUCT- CONCRETE 15' INV S-'E= PIPE SADDLE PER* 18" INV N-S=' 343.98 C.O.B. STD, DWG. D-18 .\�\19" INV N-S=. . . . . . 343.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 8 1) 1 NV N-E-W= 34-2.85 - 342.73 INSTALL 127.8± LF. 18"' INSTALL 135.0± L.F. 18" 340 . . . . . . . . CL-3 RCP W/R.GJ -STORM -DRAIN=-- . . . . . . . . . . 340 -CL-3. RCP W/RGJ- STORM. DRAIN- --- @ 0.43% WITH PHASE 3 @ 0'.43% WITH PHASE 4 INSTALL. 15.7±.L.F. 1 CL- 3 RCP W/RGJ 8ill INSTALL -27.3± -L.F. 18" STOR I M -DRAIN 6. 6'4 k CL*-'3'R'CP 'W*/RdJ . . . . . . . . . . . . . . . . . . . . . . WITH PHASE 3 STORM DRAIN @ 0.43% WITH PHASE 3 - 336 ................................................................... ............. 336 10+00 11+00 12+00 13+00 STORM DRAIN PROFILE in m CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. DWG. D-18J 18 lin MA 5 MEMW& 2 A Mmmmm& Ar IL a I r rim /AS E S I 8v% I -_ ow &0 H /A E I if% Ammlmlb� losommob, An Vk AV"--Iw AIR-Ift 991841h Ar AV, 'w AFIL AV IL fiff a u uu, A 'Fibi Of "W wo a I 20 40 8# HORIZONTAL: 1"=40' VERTICAL: 1"=4' cx V_ Lf r4 Li STORM DRAIN TABLE S01 *3851 "E S02*35'1,3"W co Lo 00 (D co w Lo to ff) f4� __j CL 0- V) 5 5 of D_ ca ui o w 0 Z 0 ---------- --------- 18" INV= 347.40 18" INV= 18" INV-- 181) INV E-W= CONSTRUCT 15.7± L.F. 347.40 3.2± 347.31 347.30 18" CL-3 RCP w/RGJ CONSTRUCT 25.7± L.F. STORM DRAIN @ 0.64% 18" CL-3 RCP w/RGJ WITH PHASE 1 STORM DRAIN @ 0.39% �8" SWR INV= 24" INV S 18" INV N= WITH PHASE 1 343.3± 341.13 340.63 rA-N\ STORM DRAIN SECTION V_Jq__7_ N.T.S. co Ir- co 356 .... tn LO . . . . . . . . . . . ............................................. . ........... 356 to to 11 11 A PPROXIIVA TE DESIGN * GRADE __j _j LL_ A A 30 VE SEWER A ND S TORM DRA Q; z------------ ----- ------------- --------------- ------ ------- 352 ...... . ..................................................... . ........... 352 -CONSTRUCT TEMPORARY ........ .. . ............................. ...... SEWER CLEANOUT WITH. PHASE 1 -(TO BE REMOVED 348' . . . . . . . . . . WITH PHASE.3. CONSTRUCTION ................. 348 ............... 18" INV Nf 34.7-45 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. �x . . . . . . . I' i /- ' ' * ' CON'STRUCT CONCRETE '<9 . . . . . . . . . 1-8'.'. INV S= A \��. A PIPE SADDLE' PER 3 347.35 C.b.B. STD.' DWG. D-18 ........ ................. 344 344 INV. . . . . 1 lop Im. . . . . . . . . . W_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NV E:-- S . . . . . . . . . . . . . . . 24. IN V N-E= 6.�'± t�EA'R 342'57 340.58 ..AT CROSSING 18" IN V N-S-= \-STUB AND PLOG' WITH PHAS� 340 18" INV *N= 340 . . . . . . . . 341.78 . . . . . . . . 1 -(PLUG -TO -BE 340.63 341.13 PHASE 3 CONSTRUCTION INSTALL 15.7± L.F. 18" CL-3 RCP W/RGJ STORM DMN . . . . . . . . INSTALL -103.0±- L.F. 18" CL-3 INSTALL 124.3± L-F. 18 -CL-3 @ 0.64% WITH PHASE 1 RCP W/RW �fokO MAK kp 'W/R'G'J * STORM' bl�A(N . . . @ 0.63% WITH PHA -SE 1 @ 0.63% WITH - PHASE- 3 ............................................................................. 336 336 10+00 11+00 12+00 13+00 INSTALL 52.8± L.F. 24" CL-3 SEWER AND STORM DRAIN PROFILE RCP W/RGJ STORM DRAIN @ 0.09% WITH PHASE 1 li 000 c'q 11 LLJ -U-) 0 + 0 Lj 6 a L6 0 0 CD c� V) 00 C5 0 (D C3 C) 10 co 00 U-) Lo + + + + Q V) INSTALL 145.7± L.F. PHASE 1 PHASE �3 INSTALL 134.3± LF. PVC SEWER @ 0.35% 8 8",PVC SEWER @ 0.35% WITH PHASE 1 WITH,PHASE 3 F_ (D 0 4tz C) 0 41:z c; --i J Lli cr_ cr- a.- LLJ or LLJ' + C) 0 V) C) 0 0 0 V) V) 0 (o < C) C) z 0 < < 0 LLJ c) 0 0 _j < < < co 0 cs -i Ld 0 U) - LJ ui LJ 0 C) 0 25 LLJ 0 LLJ C) C) U) V) Lo L0 L0 L0 Ln C) (D (D r- r-� ED (D C) vi f< CD L6 L6 CD u") 00 C) (D C`4 CIA -11-0 n ZUZ04 0 c� c� M Lo Lo to _j -i 5 w 0- --------- - - Z 0 18 INV E= 345.20 1A 345.14 CONSTRUCT 52.2± L.F. 18" CL-3 RCP w/RGJ 18" INV N-S= STORM DRAIN @ 0.20% 342.85 WITH PHASE 1 STORM DRAIN SECTION N.T.S. / , �) ­- 7 P-13 7 c\l uj U- F- cr 0 W LLJ 3: (D 0 Z uj z Lu o U) > ui ui w c� '-) 0 U- U- U) z 0 CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE PROPOSED STREET CENTERLINE PROPOSED PHASE LINE PROPOSED WATER -XS- — - EXISTING SEWER -XW- — - EXISTING WATER OHE— EXISTING OVERHEAD LINE ATT— EXISTING AT&T LINE 12) SEWER LATERAL CROSSING PER DETAIL EXISITNG 10'± SEWER LATERAL PER TRACT 7140 SEWER PLANS (BY OTHERS). SEE NOTE "A". PG&E GAS NOTES: SD STORM DRAIN STATION CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL SS SANITARY SEWER STATION NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. PL PROPERTY LINE ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF BW BACK OF SIDEWALK UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. TIME. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT CUTTER FLOWLINE REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION AND A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. LINE. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. F_ C) C) CL + __j 0 Ld c� oo;� U) 0 Q C3 C5 10 MARCONI 00 co + mm AVENUE c) C) ui (SEE SHEET 6) CD CD 1 1110, 1 Ln 0 30' + 1 O'l 1 '20'1 1 11120' 10' 25 -1 - - oil 10 5' 5) if - — - - — - - — - - - x c" + 10+00.00 - t SOO'5648"W 9 0 PHASE 1 \-RIGHT-OF-WAY _T & PHASEBOUNDARY Lij LLJ co cn < < _F30 301 8 1161, 1 20'1 20' W 0' __j LL_ aj! ini 41159 ,R-ol C) CD u') CN GORINI LANE (SEE SHEET 5) all Ism[ K 5'_ 51 12 12+80.00 if PHASE 1 f- -7 PHASE 30,11 1 10' 20' 20' 10'1 - I —I- U�4 15 # 20 40 8# HORIZONTAL: 1"=40' VERTICAL: 1"=4' I Ln co 356 ..... -0 . .... ..................... ............ ...... . ............. 356 _j _j ARPROXIIVA TE DESIGN GRADE Ch. . . . . . . . . A30VE STORM DRAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. -y 0 bi Z0 --------------------------- - �kx -- 352 .......... --------------- ----- --------------- ................... ....... ................ ............. 352 J� ........ .... ....... 348 .18" INV N= ............................................... . ............ 348 347.37. . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . 8 N S= .345.96- 344 EX -8" INV E . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _�:JNV. E.-W . . . . 344 (344.44) 344..60 . . . . . . . . . . . . . . 24 - INV N—W= ... . ... ..... . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 340:00 340 ............. .............................. 340 INSTALL 25.7± L.F. 18"'CL-3-- 340.22 RCP W/RGJ STORM D�AIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . @ 5.50% WITH- PHASE 1 I.NSTALL 270.0:�_ L.F. 24" CL-3 RCP� W/M 336'. 4 ......... ................... STORM DRAIN @ 0:08% W14TH PHASE 1 ....... ....... 10+00 11+00 12+00 13+00 STORM DRAIN PROFILE I c� 43.4p ul IF P H A E"i E 1 Of LIJ L.Li L.Li 3:(/) LLJ MARCONI AVENUE (SEE SHEET6) w m q 0 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 211.7± L.F. 6" PVC SEWER @ 1.00% WITH PHASE 1 0 M:: 0 wt F_ 0 F- < 0 UJ ui ui a-, Lu v)w w m cn cr_ + -H w Li U) 00 3: -H C) C14 C3 + + m C14 + 356 .......... .. ...... ........ X A PPROXIMA TE DESIGN GRADE ASOVE SEWER IWIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- — — — — — — — — — — — — — — — - — — — — — — — — — -- — — — — 352 . ....................... 352 ................................. ......................... ................. . ........... ........................ 348* ... * ................ .............. ........ .'348 .......... ............................................ ....................... 'L-)( 8"' SEWER MAIN. SEE NOTE "A" SEE TRACT 7140 SEWER 344' ...... ...... 344 �P�ANS (BY OTHERS) ................................................. . . . . . . . . . . . . . . . . . . . '/ty 340 ........................................................... ................. 340 10+00 11+00 12+00 13+00 ----- ------- 1,C�-W-Ij bi 0 CL LL LLJ 00 w Z w z Lu 0 F- 0 2E U) LL' > w cr_ w ) 0 II- LL < w LL w CL w a < (I C 11% ONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE J) A" CATCH -BASIN PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE PROPOSED STREET CENTERLINE PROPOSED PHASE LINE W— PROPOSED WATER — -XS- — - EXISTING SEWER — -XW- — - EXISTING WATER OHE— EXISTING OVERHEAD LINE A TT— EXISTING AT&T LINE SEWER LATERAL CROSSING PER DETAIL SO STORM DRAIN STATION SS SANITARY SEWER STATION PL PROPERTY LINE BW BACK OF SIDEWALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4 )1 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 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. NOTE $1 A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. F__ EXISITNG 10'± SEWER LATERAL PER TRACT 7140 0 $1 3) Z3 SEWER PLANS (BY OTHERS). SEE NOTE A Of z 0 CD 0 (D w z Ld L.Li 0 Lij �t L'i Lo :2 CN CL ui LAJ U) L 0 LLJ Ltj cn C) LIJ 0 M 0 Ljj D_ CARUSO AVENUE (SEE SHEET 11) z 0 CD Lo PG&E GAS NOTES - CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON—UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. 6XIliff I A MA. —MA 1 'd 1.� n ` E &J Ps NAS Of LLJ Lai LLJ 3: V) LLJ MARCONI - AVENUE (SEE SHEET 6) 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' PHASE 2 PHASE 1 INSTALL 225.0± L.F. INSTALL 30.0± L.F. —8" PVC SEWER @ 0.35% - 8" PVC SEWER @ 0.35% WITH PHASE.2 WITH PHASE 1 NcN 0 M2 z 0 W-- :D < F-_ V) U) uj V) Mui w uj V) 0= Ld w 0 = F- FZ _j 5-< <0 V) C) ui z ZCL 0 < 11-11 3:z Mz z 11_� oz ui F- WUJ __j �_ of Uj 0 _j -H U ui w ui ci �116q, M wo cj r-z cj C3 u� F-: + C) 356 .......... Lo .............................................. , ........ U-) ............. ..... ... Lo . + + + + + + + CN 0) N Lo A N A . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . . P TE XSZG. OF. DE 4/ ASOVE SEWER AND STORY DRAIN 2 . ................. ........... 352 . ........... .... 352 . .... . ...... --------------- --------------------- - ............ ............................................................. ............................... ............. .... .. .......... 348' ............... ..................................................... ............................................ .... ............ 348 18" INV E 18" INV.E-W= 346.60 t _X 8"' SEWER MAIN. 346.60 1 ---f .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEE TRA C T 714 0 SEWER PL A AS (BY OTHERS) 7 344 ................... ....................................... ... .... ................... ............................ \ ............ 344 ........................................................... ........................ ............................... ..... ................. 340* ... .................. .................................. ....... ....................................................... ........... 340 24" INV E-S= 24" -INV N-E= 24" INV N-S= '24" INV N-S=' - 339.40 3,39.59 339. �6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 339,65 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'INSTALL 72.8± L.F. 24" 336 ....... . ............ INS.TALL.237.3± L.F.'247 CL-3. RCP W./RdJ. 2- . Cl_-� . R.CP 'W/RGJ . . . . . . . . . . . . . . INSTALL 26.0.'O±.L.F.' 24". OL-.3 RCR W/R*GJ . . . . . . . . . ... . . . . . . . . . . . 336 STORM DRAIN @ 0.08% WITH PHASE 1 STORM- DRAIN - @ 0.08% STORM DRAIN @ -0.08% WITH PHASE 1 - WI.IH PH SE 1 ......................... .............................................................................................................. 9+00 10+00 111+00 112+00 13+00 14+ 0;0 1,5+0.0 SEWER AND STORM DRAINI PROF11m...E V) 53 51 I CONSTRUCT 8 L.F. 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.64% WITH PHASE 1 (PLUG END) 8" SWR INV= 345.23 0') C5 Lo Lo NO to ";i- _J D_ 0 Ld 0 24" INV N—S= 339.59 rA-"**N STORM DRAIN SECTION qv— N.T.S. — CONSTRUCT 7.7± L.F. 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.64% AND CATCH BASIN WITH PHASE 2 18" INV= 346.70 ­7­'' 7­1 �Ti­­­­� IL so It as am as am AMR 2 am SIR If am m 419 AIR to C) M co M Lo (o W co C:) 0 'E_ Lij z �to >- - c\1 UJI cv? MONSOON* 0 cl) od < U) U- c/) K w co W uJ cy) 06 Z c\j Z co Lu C\J C.0 C) c) 0 CL 1mw""ma, L 0 CN Lij IL LL w w 40 (D M z w w :E LLJ U) > w w ) F- LL w W 0 < ILL 0'- 0- of 0 < CL U) z cr) 0 V_ 0 LO Lo z4zz Lo Lr) n cy) imm— n _J _J w _j _j LL_ L,_ LL_ rl:� CL 5' 51 ct� [L C3 0 uj 0 Lu 0 Z 0 Z 0 CN CONSTRUCT8 L.F. 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.39% WITH PHASE 1 END) U) (PLUG 18" INV= 18" INV E-W= 346.63 346.60 O� 18" INV= 346.70 18" INV= 0.8,tj— 18" INV= U) < 346.70 18" INV= 346.63 CONSTRUCT 19.2± L.F. 18" CL-3 INV= 346.7± RCP w/RGJ STORM DRAIN @ 0.37% 8" SWR CONSTRUCT 17.7± L.F. 18" CL-3 CATCH� BASIN WITH PHASE 2 M, RCP w/RGJ STOR DRAIN @ 0.39% CONSTRUCT 8 -L.F. 18" _'CL_ 3 'RCP CONSTRUCT CONCRETE AND CATCH BASIN WITH PHAS`C� w/RGJ STORM DRAIN, @ 0.37% WITH N: PIPE SADDLE PER PHASE 1 (PLUG END) C.O.B. STD. DWG. D-18 24" INV N-S= (WITH PHASE 2) _p\ 339.65 STORM DRAIN SECTION N.T.S. ui w STORM DRAIN CONSTRUCTION PHASING NOTE- U) PHASE 1, PHASE 2 AND OFFSITE STORM DRAIN MAIN SHALL BE C NSTRUCTED SIMULT NE USL WITH PH SE 1 CONSTRUCTI N 0 -4� V) z 0 LIJ 0� I CONSTRUCT'ION NOTES 0 INSTALL SEWER MANHOLE INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE )) A" CATCH -BASIN PROPOSED STREET RIGHT-OF-WAY OR PROPERTY LINE PROPOSED STREET CENTERLINE PROPOSED PHASE LINE w— PROPOSED WATER -XS- — - EXISTING SEWER -XW- — - EXISTING WATER OHE— EXISTING OVERHEAD LINE ATT EXISTING AT&T LINE (D SEWER , rA_'� LATERAL CROSSING PER DETAIL EXISITNG 10'± SEWER LATERAL PER TRACT 7140 SEWER 11 )1 PLANS (BY OTHERS). SEE NOTE A . RIZZUTO STREET (SEE SHEET 10) 30' 30 6 ' A STREET RIGHT-OF-WAY DEED--// IN FAVOR OF THE CITY OF BAKERSFIELD PER DOC. N 221172036 O.R. �14 pf SD STORM DRAIN STATION Ss SANITARY SEWER STATION PL PROPERTY LINE BW BACK OF SIDEWALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" 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 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": MAY REQUIRE REMOVAL AND REPLACEMENT OF MANHOLE CONE TO RAISE TO GRADE PER CITY OF BAKERSFIELD STANDARDS. PG&E GAS NOTES. - CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON—UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. 0 M < 14 )+ - \1 3+93.34 C-) —w_ F-- FLOWAGE AND DRAINAGE — EASEMENT IN FAVOR OF THIA CITY OF BAKERSFIELD PER DOC. NO. 221172037 O.k. U-) 0 00 Ld C�4 0- + CDOO , C3 _j 28 U-) + SEE TRACT 7213 GRADING PLAN FOR SUMP DETAIL 14 \13+93.34 C—) cc F-- 0 M F_ ��[__._590757'27"W mw��� c� 1 6 66 OUILEI STRUCTURE STORM DRAIN CONSTRUCTION PHASING NOTE vi ui PER C.O.B. STD. DWG. D-10 PHASE 1, PHASE 2 AND OFFSITE STORM DRAIN MAIN SHALL BE -N- CONSTRUCTED SIMULTANEOUSLY WITH PHASE 1 CONSTRUCTION. PHASE 2 In -N- .......................... .. -A AV 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=4' 0 20 40 80 INSTALL 331.6± L.F. INSTALL 100.0± L.F. HORIZONTAL: 1"=40' 8" PVC SEWER @ 0.:35% 6" PVC SEWER @ 1.00% VERTICAL: 1"=4' WI WITH PHASE 2 TH PHASE 2 LO 00 clf, cr of w UJ V) __j (n 0 0 C) V) 0 U) 0 0 UI 0 C:) < (0 11(00 -4- 00 F_ WCD 0 W, u'),Q co 21 ( ­� , __J-1 --, 0 r— 0 Of -0 fl�vtvyctf fnn vt 11J r __j 2 L6 _J _j ui ui ui �p ui ui 0i cy; ui ui CL + 0 U) 0 0 Z) cl- + i V) U) Z) c) 3: c) vi C:) �R: C�l C3 0 C) 2, 0 0 �r- b c� Ir- + C:) uJ 77, jpq 0 0 LLJ 0 Lti 0 14 0 F c� bi Lli C:) --i Lij V) N­- 0 < Lri V) cl-I (D 0 6 U) LO CS vi => r__ LO LiJ F- LO M C) u') C) J, C) U) n C) �4'�4 P , T�; ui 0i c� c� ai c; LO P6 00 C) (y) 'Lo -14- :D tq ii� to L0 r- r- Lo + + + + +0M + + + + + + 04 C3 (0 M _j U- 6 6 u- U) V) w LO Ln a - APPROXIMATE DESIGN GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A 90 V_r S_,� WE UA IN ... . . . NOR FL=351.*73 . . . . . . . . . . . . . . . . . . . . . . . . . . . . x DEP FL=351.56 0 W Z-2i --------------- py- ---------------- - ------------------------------------- ------ -------- -- -------- - ------ -------- ---- ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 352 352 .......................... ............. ......... ............... 352 .......... ....................................... .................................................. .......... .. ......................... ............. .......... ................ ---APPROAVYA TE DESIGN GRADE ABOVE STORY DRAIN ........ .... ................ ...... .... .348 348 .......... .. ........................... ...... ..... .......... ............... 348 ..................................... 348 . ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1�2 -346.88- . . . . . . . . . . . . . . . . . . 18"' INV= INV N=' tK 18. 343.99 , 343.9& ...................................................... ............ 344' . ............................................ .................................................. 344 344 .... .344 18$p INV 343.96 344.06 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCT 18.1± L�F. 18" CL-�. RCP w/RGJ STORM DRAIN @ 0.38%' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AND CATCH BASIN WITH PHASE 2 340 ........... ........................................ ................................................. 340 340.* ............ ................................................. ............... 340 2 4" INV -W= -24" INV N-E= CONSTRUCT 8 L.F. 18" CL-3 -RCP N-S= 33a.36 _\-2�: INV- W-S= - 24"* INV N-*E=/ -241) INV- E-W= 3.39 --//i .40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w/RGJ STORM DRAIN 6 O�38%'WITH. . . . . . . . . 7,86 339.22 . . . . . . . . . . . SUMP- BOTTOM=33 339'24 ;j , * * * * 3*39.11 339.,05 -------- PHASE 1 (PLUG.END) 24 INV W-S=. .339.24. 336 ......... ........... INSTALL.199.8± L.F. 24" CL-3 336 336 . . . . . . . . . . . . . . . . . . . INSTALL - 1,30.5± L.F. 24 INSTALL 70.0± L.F. 24 INSTALL 75.8± L.F. 24 336 . . . . . . . . . . . . . . . _CL_ 3 RCF W/R`GJ . . . . . . . . . . CL -3- RCP - W/RGJ_ CL_ 3 TRCP W/RGJ . . . . . . . . . . . . . . . . . . RCP W/RGJ STORM DRAIN . --a- . @ 0.08% WITH PHASE -1 STORM -DRAIN 0. 08.7, STORM' DRAIN. @ 0.09% STORM DRAIN @ 0.91%. INSTALL 15.7± L.F-. 24" CL-3 WITH PHASE 1 WITH PHASE 1 - WITH- PHASE 1 .... ... .... ... .... .... .... .... 9+ . 00 ............... 1 0+00 ............... 1 1 .. +00 ............. 1 2+00 ............... 1 3+00 ............. 1 4+00 RCP W/RGJ STORM 'DRAIN . . . . . . . . 1 2+00 ............... 1 - 3+00 ............... 1 - 4+00 ............... 1 - 5+00 @ 0.13% WITH PHASE 1 SEWER AND STORM DRAIN PROFILE STORM DRAIN PROFILE am am All, d0i MUM M am am all am so so z C) M co SM M W uJ z �to F— >- - <Lu -Fu V? > o 0 (1) a) 4— < 08 a) Wz _S� — M < w W OZ5w a) ce) z a) (D 4_0 U) cq Z Ce) w w V_ cq QD C) C) 0. L w CL LL F_ cr_ 0 w w CL z I F- 0 0 U) > w w W ') LL w c� 0 U- w < 7 DATE 2/17/2022 PA JOB No. 3115 SHEET OF 11 SHEETS