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HomeMy WebLinkAbout1.2-7369 Trunk Sewer LineAVEPPROD BY: 11A1= FAAWINNO a PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELl NICOLAS R RCE 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE 44898 BENCHMARK USED. - CHISELED "0" IN TOP OF CURB AT THE SOUTHEAST RETURN (CENTERED) AT THE INTERSECTION OF BRIMHALL ROAD AND JENKINS ROAD PER TRACT 6121 PHASES 1 & 2 AS BENCHMARK SET. ELEVATION11 (NAVD 88 DATUM) 1ASIS OF BEARINGS: TALL ROAD SITE STOCKDALE HIGHWAY . VICINITY MAP IXT * 0 LEGEND SHEETINDEX SS#12f c CO#1 2 SEWER CLEANOUTf c PCO#1 2 PRESSURE SEWER CLEANOUT •PROPOSED SEWER FORCE MAIN PROPOSED MY MAIN SEWER MAIN PER TRACT 7369 SEWERIPLANS EXISTING MANH S EXISTING SEWER MAIN ELEVATIONTMH— TOP OF MANHOLE INV.— PIPE INVERT ELEVATION f --SOUTH, . . POLYVINYL CHLORIDE APPROXIMATEL L LENGTHS PRIORITHIS PROJECT ..P.— REINFORCED CONCRETE PIPE .JOINT _CATCH —BASIN LIST ESTIMATEDMATERIALS I I CHECK AND INSPECTION L . BIDDINGNOT TO BE USED FOR . SEWER 1 " I 1, 1 " (GRAVITY) 772 L 1 "MAIN) 1 " I 7 LF " (GRAVITY) DROP SEWER MANHOLES {PVC LINED} 3 EA LINED)SEWER MANHOLES (PVC 10 EA SEWER CLEANOUT 1 PRESSURE CLEANOUT 2 EA TITLE SHEET M DETAILS & NOTES M WHITNEY. BRIANNE DRIVE a) BRIMHALL ROAD STA. 23+22-32+68 CD RENFRO ROAD Ain AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF T ■ PUBLIC WORKS DEPARTMENT FOR ANY RK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT r, j i SUBDIVISION F WAY. UNLESS SECURED BY A APPROVED ENGINEER'S , ESTHE 11MATE PERFORMED rrD RIGHT s .. ND INSURANCE t AS REQUIRED r SHALL PROVIDED r, PRIOR ISSUANCE r • NO CITY r SHALL ;::. WORK AREA UNTIL AN ENCROACHMENT PERMIT r APPROPRIATE SECURITY AND INSURANCE t BEEN OBTAINED. U __j { TRACT 386 I 1 0 C1 I< TENTATIVE # I I I la 1 I i MT- _ LIT STATION I',`/� -� ' ATEPLANS) L EDWARDe OURf_ G�NTT _ 7142 t ---®- _---_ r I- - - I o 0 Lijwu- LL FL I- c.) 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I I I s ' I_ a CALIFORNIA u' .T_ _ 1�_ _ I ' -- _ ' I' >- ► f oI -jITRACT 7369 E® MH PHASE 1 PHA E 2 _L- _ _ LE N _ COURT — _ ijs KATHLEEN � �I - AVENUE � I �� �� I #— ti 0 Co N «0 0 i i d ' uj LL 1 1 W W LL W C0. 0 CL W DATE 6/03/2020 PA JOB No. 3082 #- DIAL TOLL FREE 1-800-227-2600 c: FEET T LEAST TWO DAYSBEFORE YOU DIG v > K' E M A P_ 0 SCALE: 1'= 16 co - Cti W DATE 6/03/2020 PA JOB No. 3082 #- DIAL TOLL FREE 1-800-227-2600 c: FEET T LEAST TWO DAYSBEFORE YOU DIG v > K' E M A P_ 0 SCALE: 1'= 16 co - Cti DATE 6/03/2020 PA JOB No. 3082 #- DIAL TOLL FREE 1-800-227-2600 c: FEET T LEAST TWO DAYSBEFORE YOU DIG v > K' E M A P_ 0 SCALE: 1'= 16 co - Cti GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 07-12396, DATED JANUARY 15, 2008. UPDATE JOB No. 07-12396g DATED FEBRUARY 16, 2015 AND UPDATE JOB No. 18-16861 DATED SEPTEMBER 26, 2018 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 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 LATEST EDITION. 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 PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR .TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR , A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. 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. 12. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 13. 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. 14. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 15. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE 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). 16. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL . REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 2 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING 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. POLY VINYL CHLORIDE PIPE (PVC) 3.a MATERIALS: PIPE AND FITTINGS FOR PIPES LESS THAN 18" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034 FOR SDR35. PIPE AND FITTINGS FOR PIPES BETWEEN 18" AND 48" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION F679 FOR PS 46. 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. 3.b JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. 3.c INSTALLATION: PIPE AND FITTING SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR 11 EMMBEDMENT MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW-1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE-FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP., ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD DRAWINGS SW-2 AND SW-3 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-5. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 2 OF THE PROPOSED SUBDIVISION AND ENGINEERING 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. 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. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2. PRIOR TO THE. INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1 A SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER ,THE PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS. 5. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER PROPOSED CITY OF BAKERSFIELD STANDARD DETAIL ST-12. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD DRAWING ST-11. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE.. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1 %. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN THE LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEB SITE). CITY STD. No. DESCRIPTION ® SW-1 SEWER LATERAL MARKER ® SW-2 MANHOLE TYPE "A" ® SW-3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP ❑ SW-4 MANHOLE TYPE "B" ® SW. 5 STANDARD 8" CLEANOUT ® SW-6 FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS ® SW-7 SEWER PIPE CONNECTION ❑ SW-8 SEWER LINE IN PIPE CASING ❑ SW-9 TYPICAL SEWER PUMPING STATION VALVE BOX ❑ SW-10 MISCELLANEOUS PUMPING STATION DETAILS ❑ SW-11 PUMPING STATION THRUST BLOCKS ❑ SW-12 PUMPING STATION AIR VENT DETAIL ❑ SW-13 PUMPING STATION PIPE RESTRAINT ASSEMBLY ❑ SW-14 PUMPING STATION BLOWER FAN ❑ SW-15 DRY SEWER HOUSE CONNECTION ® ST-11 PAVEMENT PATCHES ® ST-12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS w_ U V- u_ V- EEVp CD cn wOJ_ z%dzw wozuw¢l- �mwcnwW<tF=-o ~0{�-i=-t�iz0-Z w=¢0F'zpnwwzo �cn�wZc>��¢ �oW�0o�=�`-' 2wtz-- (0chwzQ zf-c.���oowoN- �a�=zz0Ow� �a00�w<t�NC7 tilt w z a ~ ¢ ~ H 0 v�zXwW�W�mzo c0-nzI-J --F wi,u>-jp0Z=cnww owzQNWWEE -wO Q��[azWpOOm wu--z-� 2E 00�<<�wo¢ zagwwL40 oz> awowo=<~oo wF=QwF- a' ZpwWwu-oCOzQ 0aza�w>o<� O UO Ow V=Uwt=<zuci)<t0w F-zw �Z W WZoW� a�cw�n> _0wwm0 cnw==z<8600 2Qc�6=8tmWaT - �<t Q U j J O c=nw�x�z¢QOo zc�=Ucnwx �w Uzi--=>o�o n 9<t<0� wz� pw��w>Q=w0m W<=O�Z>W°J-°Qc=n >�w�-cn0cn- zww mw0w�ZUUZp>h wwodwz�'ccn>-U) THRUST BLOCK SCHEDULE BASED ON 2000 PSI CONCRETE & 1500 PSF SOIL BEARING TEE NOTES: 1. ALL THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. CONCRETE SHALL BE PLACED BEHIND BELL OF FITTING. 2. BEARING AREAS SHOWN IN TABLE ARE BASED UPON ALLOWABLE SOIL PRESSURE OF 1500 psf. 3. CONCRETE STRENGTH SHALL BE 2000 PSI AT 28 DAYS MINIMUM *REQUIRES CALCULATION 90° ELL BEARING AREA � 45° ELL CLEANOUT ANCHORS a PLAN VIEW BEARING AREA (SQ. FT.) PIPE SIZE TEE OR PLUG 90' ELL OR CLEANOUT 45° ELL 22.5° ELL 6" 3 4 2 2 8" 5 7 4 2 10" 8 11 6 3 12" 11 16 8 4 8"x 17" PIPE - COLLAR GRAVEL 6" D.I. PIPE WITH -► TAPPED COUPLING ®+ I I BUILDING PAPER TAPERED BRONZE PLUG w/ 2" SQ. NUT I ( ( ( 2'-031 I � I I ( I I I ,,--90' FLG'D ELBOW( I I I Yd LIMITS OF 90%.: _. COMPACTION I s4 MIN. 3/8"0 GALVANIZED REBAR STRAP 6" FLANGED WYE TYPE "A" 3/8" REINFORCEMENT ANCHOR RODS 11a"W a l- MUST BE SQUARE TO -- TRENCH BOTTOM CLEANOUT SIZE AREA REQ'D THRUST BLOCK SIZE 12 16.59 s.f. 4.1'X4.1' 10 11.51 s.f. 3.4'X3.4' 8 7.38 s.f. 2.7'X2.7' 6 4.15 s.f. 2.1'X2.1' A THRUST BLOCKS N.T.S. 2'x2' CONCRETE SLAB (10" THICK) GRAVEL 6" D.I. PIPE WITH -►- ONE END FLANGED, ONE END TAPPED 6" x 45' --♦- FLANGED ELBOW 6" PVC PIPE, CONNECT TO FLANGED WYE WITH 6" FLANGED ADAPTER DRESSER STYLE. 127 OR APPROVED EQUAL FLOW SEE DETAIL A FOR THRUST BLOCK 2 DETAILS AND TABLES. TYPICAL FOR TYPE "A" AND "B" 3/8" 0 GALVANIZED REBAR STRAP CLEANOUT DETAILS N.T.S. BUILDING PAPER .............. U _ z_ M C� LO c6 (.0 .o W Z E - o r\- `*= N 70 QC) c=n 5 X �O y= Q v ) a q) � U) Z M <C 00 N W W N cM Z c? W Z c M W � oct � 0 0 CL L q LLI u_ w w w Z � Z W 0 m w W LL 3 a LL o Ill ry a 4" TYP. v, c :...i.. 6" TYP. U 4 0 -rep�Q�n RRnn��� pi � ir_ CONSTRUCTION NOTES INSTALL PVC LINED SEWER MANHOLE © INSTALL SEWER CLEANOUT INSTALL SEWER GRAVITY MAIN - - INSTALL SEWER FORCE MAIN OO PROPOSED MANHOLE PER TRACT 7369 SEWER & STORM DRAIN PLANS - - - - - - PROPOSED SEWER PER TRACT 7369 SEWER & STORM DRAIN PLANS PROPOSED STORM DRAIN PER TRACT 7369 SEWER & STORM DRAIN PLANS SS SANITARY SEWER STATION FM FORCE MAIN STATION OD PROPOSED STORM DRAIN MANHOLE PER TRACT 7369 SEWER & STORM DRAIN PLANS PROPOSED CATCH -BASIN PER TRACT - - 7369 SEWER & STORM DRAIN PLANS RIGHT-OF-WAY S EXISTING SEWER W EXISTING WATER T EXISTING TELEPHONE LINE GAS- EXISTING GAS LINE. Izz - - - EXISTING EDGE OF PAVEMENT 0 EXISTING MONUMENT BRIMHALL ROAD (SEE SHEET 4) 11 cn ! W 10JZ +00.00 17-1 F- !:D X N o O U M 1'7 F- I F- J Q' N L,J Z O� in U M o0 o �- w + Cn o 0 N O� v- T-N 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 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL FORCE MAIN STATIONING IS TO CENTERLINE OF 12" FORCE MAIN PIPE. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. II F_ a II F- N p F- N ocn O ocn o Ocn O CD Z: z Oz z oz z m vO J 0 co 66 uJ Lq4 00 GLENN EDWARD �-"- ++ � V_�, (046 0O00 ++ COURT 00 N ++ �- cn U �`- V (TRACT 7369) I I I I N V) N i t II � {I I 11 I 11 I I I -i l II - r-H-- / I� II t \ - IJ 1 i �+ To N + N I 2t) c 1 N00'28'37 -� / INSTALL MANHOLE TO WITHIN 18 OF FINISHED Lot11 • o N E tij 12� ��i�'' " GRADE AND INSTALL 1 /2" THICK TEMPORARY STEEL Y/ PLATE AT TOP. LIFT STATION CONTRACTOR TO INSTALL GRADE RINGS, FRAME AND COVER. ---------------- N45'28'37" SEE DETAIL 3 z V) III 0 zQ ------- it I it 0 �- i II I ��--------------- II I I) If � w ZZ------------- ----- If II 00 O U LL O J 1I O _ o� CL 00 LY_w o0Q Loos wLLJ�M� + w 3:: + F-N V_ U) � » `-•' HORIZONTAL: 1 =50 VERTICAL: 1 "=5' INSTALL 4t L.F. 12" FORCE MAIN @ +0.40% INSTALL 165.8t L.F. INSTALL 33f L.F. 12 FORCE MAIN @ -0.26% 12" FORCE MAIN © -0.27% W E- O F- �U ICU f) U ��00 M Z J F- O -� CL' = UJ Sri J J rn w _J O w d- pOZ oZ LJ rrj 0 UJ tf) O o Z O z ���ii!! oc 5 O z o ow o± z 0 z ri z = z O Q W �..U-j..U� ti0ui Mj0w �.U< dv)� 03 U V) O M w O p x �N N U CK) CO X � W 00 CC) w W w O C7 D: cfl co O+ j 04 LL � (6 c0 0000 CO 'may CV to ++ ow 00 �jo c�0o +±V) ++ N (0 ± + + +± � J H 0 W V) w Q_ 355. T I APPROXIMA TE FUTURE DESIGN ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... 355 GRADE A,60Vf- SEWER MAIN (PE,' TRACT 7369 PLANS) INSTALL MANHQLE TO WITHIN 18" OF FINISHED . .. . .. : �s�y. . .s�\\ 'GRADE AND PATE AT TOPS THICK. L FT STATION CONTRACOORRTO TEFL. . INSTALL GRADE RINGS, FRAME AND COVER. 350 :.......... ------------ .. --�`- �__r- - - -- ---- : : 350 ......... 12•" INV= I FUTURE 12'•' SEWER -FORCE MAIN . . . . . . . . . . 34.5.85 . . . . . . . . . . . . . . . . . . . PLUG END -EXTENSION • BY SEPARATE PLANS . . . . . . . . . . . . . . . . . . . . . 345: I' __,--__ `12 �: : ,, »: _ 12 IN'V' _ 92 INS/- INV= ......................................:345 I I 345.85 12" .INV= 345.45 12" INV= 345.36 �• I. I . . . . . . . .� . . . . . . . . 345:88 . . . . . . . . . . . . 345.47. . . . . . . . . . . . . . I I Z in . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 1 . . . . . . . z 340:................. ��� ;:; Q Q...................................340 .................... i .... 'LG -NOTE: VERIFY EXACT ELEVATION 'WITH 'AND I• I !- . . . . . . . . . . . . . . . . . TRACT 7369 SEWER . . . . .STORM 9 I. Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DRAIN PLANS - W I. I Q 335:................. .............................. �� ° w :335 w >- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. V) m I. ��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 330: :..... ....... I i .......................................330 1 .. I• ( INSTALL 10t L.F. 15" INV SW= I' I 18" PVC SEWER C� 0.40% ' Ii ............325.43. ................... ....... ............... I' .... INV= 325................ 118" , 324.80............. ..............325 LJ 18" INV E-W= . '`� �`? ,� ?s . 2' ti ��•. . F ,T� o 324.84 ' INSTALL 52f L.F. INSTALL 141't L.F. • 18"- PVC S€WER ©:0.15% 320 . I� 18" PVC SEWER @ 0.15%. 320 10+00 11 +00 12+00 13+00 14+00 15+00 yCal �Yi712wo INSTALL 10f L.F. 8" PVC SEWER @ 0.36% (PLUG END) 8" INV= 340.73 V N W= 340.69 TO LIFT STATION (BY SEPARATE PLANS) 18" INV S= 18" INV E_ 325.02 324.92 SEWER SECTION 3 N.T.S. L ILI- UL WHITNEY BRIANNE DRIVE 1 O►- °° WOU} O w o � zUwW WZ�F wwwcnww¢-W 11+61.51 (13.00' RT)= I wm�o=is�oa SS 11 +64.82 CONSTRUCT I n°`. a z v z w o 0 w=¢z�Owm�r 12" SEWER FORCE MAIN PRESSURE CLEANOUT #2 I CO F W z v> > F- ¢ • 12" INV=345.47 �o��oz� OC;0 S00'28'37"W I Ew=� Jv�=�zm • I W F- ¢ Z U) w'S u ==wcnU oho U)mIGO: 11+57.51 (13.00' RT)= I ZO U) zs 0 u_ SS 11 +60.82 CONSTRUCT s » �S.ow=9��u=z i 12 SEWER WYE �2 j oza-~¢--�~'mo 12" INV=345.45 � s ���3 I < ww 0 3: OZ w F ty 11+64.54 (20.04 RT)= �;wYW�� zO .p SS 11 +70.77 CONSTRUCT j z z o a Cu z z o 3 O op 12 SEWER 45 ELL I ww�-WovC=cow- �F 12 INV=345.42 owzw���zi.�F-v)o ¢ ,- �9� Qu-�ozawo�zo J Z0g(nJoZ> • I zoLuc I�a•wa (J) zz°- I z108 I I o� aHzwl=zW¢pO " I v _m ¢zcncn0 _ wmco wo 0wnLLL a w D Z) o toW==ZQ�WaCn -_---------------- --- _- I Z' o W O W O mw= FUTURE FLOWLINE PER TRACT 7369 PLANS - - I U) Q v9 � � w w o m o ----- --___ -- z CO W== Z Q Q o p co SS 11 +80f SEWER X-ING I� W0 cc o W w= w o _ FUTURE FL=349.74 1 I W Q o 0 w >w w J l='T FUTURE SIDEWALK PER TRACT 7369 PLANS 12" INV=345.40 , I o m w v - = z z w ¢w�wwv o>°° w� Q zw��=o�wz= I__--------__ - ¢ � ---------------------N Li I _ 0) o - ui . cV I I 11+64.54 (43.08' RT)= I SS 11 +93.81 END 12" SEWER • 12" INV=345.36 I SEWER LIFT STATION I I (BY SEPARATE PLANS) I l � A AREA DETAIL 3 'SCALE: 1 "=5' ( WHITNEY BRIANNE DRIVE i I I 10+00.00 I I I � I I I I I I - f I 10+07.00 (13.00' RT)= SS 10+10.31 CONSTRUCT PRESSURE CLEANOUT #1 I 0 12" INV=345.85 I I Q S00'28'37"W I 0 I �. V12" 10+03.00 (13.00' RT)= SEWER FORCE MAIN I SS 10+06.31 CONSTRUCT J �Or�. R',�'S 12„ SEWER 45 ELL I Q 12" INV=345.85 I m 1 I I I F- I II=> �� I z w oo o I fcq c8z I o u 5' rn I + co Lu I l B AREA DETAIL 3 SCALE: 1 "=5' 0 0 w V) LL 0 I tr I N 00 0 r7 / b T Z a M rnco U) to .L O W Z o CC > M C) a) X Cn u- Z Qw mN W O oZS Z w o ti i� Z � c) Lli w � �-- N (0 O � 0� O 0 C i w Q 0 w W w � � W = a J 0 m W1W w U- a. - a G�NEER * b� 00 w M > U 3 0, w V O o- dy 1z U) z O w DATE 6/03/2020 PA JOB No. 3082 SHEET 0 n. co 0 COB RECORDS No. / OF 6 SHEETS CONSTRUCTION NOTES O INSTALL PVC LINED SEWER MANHOLE © INSTALL SEWER CLEANOUT INSTALL SEWER GRAVITY MAIN - - INSTALL SEWER FORCE MAIN OO PROPOSED MANHOLE PER TRACT 7369 SEWER & STORM DRAIN PLANS - - - - - - PROPOSED SEWER PER TRACT 7369 SEWER & STORM DRAIN PLANS PROPOSED STORM DRAIN PER TRACT 7369 SEWER & STORM DRAIN PLANS SS SANITARY SEWER STATION FM FORCE MAIN STATION FUTURE TRUNK MAIN EXTENSION (BY OTHERS) NOT A PART OF THESE PLANS. W J O _ z Q O' v w U) N V) PROPOSED STORM DRAIN MANHOLE PER TRACT 7369 SEWER & STORM DRAIN PLANS PROPOSED CATCH -BASIN PER TRACT 7369 SEWER & STORM DRAIN PLANS - - RIGHT-OF-WAY S EXISTING SEWER W EXISTING WATER T EXISTING TELEPHONE LINE GAS EXISTING GAS LINE - - - - EXISTING EDGE OF PAVEMENT 00 EXISTING MONUMENT 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 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL FORCE MAIN STATIONING IS TO CENTERLINE OF 12" FORCE MAIN PIPE. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. M■ J � ow Oz vi U co co O O N N + + h � 1 to V) INSTALL 10t L.F. 8" PVC SEWER @ 0.25% (PLUG END) 8" INV= 8" INV S= 336.64 336.61 J O 15" INV E-W= _ Z Q 325.90 rA NSEWER SECTION � N.T.S. 4 W cn 00 345.10 SEWER SECTION ,4. N.T.S. D O z O � U o C° 00 + N N N N N WHITNEY BRIANNE RENFRO ROAD DRIVE SEE T 3) (SEE SHEET 6) ( E s' . TENTATIVE TRACT 736TENTATIVE TRACT 7369 V -'_1"— � 1�i1 201 206,(BY SEPARATE PLANS) SEPARATE PLANS) �i i 41 f _9 —=----_-- ^ — — — — — — — =------- =---=_----= _----_ =---= _----=_----_ =---- =_----=_----_ =--- =_— --=_----_ =--- =_----=_------__----�� 13' C ;n N44'31'23"* • ! i= ao � m io �r14- S S S N44'31'23"W `� o r N00'28'37"E N89'31'23"W � C 18 11' 19 20 21 '�' 22 v v -- 11 12 13 GAS AS GAS GAS GAS GAS GAS 14 14+63.77 15 16 17 1 +62.� GAS GAS GA GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS Q mot- w co to ter- coto _-----r— --_ _ ----_ '�= -_►.. �"-------------- —--------------------==--t-�- _----_. _--------_.---_�'-----�-z.�- ``= = `1��_ O _ _ _ ___ ___ _____ ____ _ _ _ ---------------- --------------- --- ----- ---- - -- z --- -- - -- - - - - - - - - - - - -- - -- -------------------- ------------- � , %- -� ' �'.�.. _� � ,.....-_.�, _..�.._.......- _ _ _ - - - - - - - - - - - - - - - - - �.. _ — _ - - - _ _ �...► = \ __----1; 6011 �. TENTATIVE TRACT 7369 .10' 11! 20' 20' � � 10' I I i I II TENTATIVE TRACT 7369 I °D III (BY SEPARATE PLANS) (BY SEPARATE PLANS) ( 00 -N- 1 LYNDSIE GLYNN I I- zu_J i I oz w DRIVE O O O" 0 (TRACT 7369) :ern z o z Lo rn + o + HORIZONTAL: 1 "=50' STATION10+00 - 23+22 M� ui+ +`- +N VERTICAL: 1 -�-5 (n Nv) UJI cn I� ( J Qo rn RENFRO ROAD (SEE SHEET 6) U LL paVp Sm cp wOJ z O2 w Z LLu uwim=z=W`�po w=aQfw zF:'zww0 '20> O'�Oz ;t!)t�jU c> o wwF=--��Z�W ZQ Cw�P0=c=i)2�tU-i =_ zE--U��pOu Q� o W v 0 u ¢°'a_E_ a=wz pzaE- ¢�E-- E-Fo a6wLu WwWcocjmzo ��oov 0000a. �a ww>-t"pUm=c=i�m owQ�iim�Wr�no p Zp��,J_0Z00 6¢w0¢Ww�F- m R oowWtw8Qa oQpmoLu zo6 z<wo"- UE-zwm Wz2wzwo ZwW wOMLL Tmn>¢Uwmt wwn=ZQW Wpcn Z�0>-Otim,m=r � wUOtl.- =CC~¢V>o�O t')v)w= U m =�wZ¢dOpw z 0z Z _ > p o LL- q O w pv-Zw >In0 co 0�4U) cpwpWzzO¢m QwJ_jui0 0..>E- wwvOwzee��v>>-m F=-Hah=oaw< p2 d' Q 24_.�... Lo m I ow ij+y 0 ., • Ld 1 Y GAS J = �n < (7) FO - = w co T 07 m j# t } } t , I i bKIMHALL KUAU INSTALL 342f L.F. INSTALL 350f L.F. 18" PVC SEWER @ 0.11 % 18" PVC SEWER @ 0.11 % f- N -� W -fi n. w W _j W W W wp� W J� LLJ Ov) 0 -0 IV) O O(n O bin O Otn O Gtn O in J OZ = (z)Z = OZ = OZ = Oz = OZ = OZ O r,jO Q 'O Q �O Q O Q `jam Q `jam Q c -0 Z Co M co co �O m �r- ofOO O: Coco of Oc7) w 00000000 0; NCOo o w oci W 4 ,t °' Mi ►fi W vi vi w o O •- 'SLLJ 00 to N E� E- 00 00 N N 00 O +o +� +� LLI +� � r APPROXIMA TE FUTURE DESIGN ± ± v' LLJ +► uj V) O t- t\ f\ v- .- �- N N N N .Z. � `- � V) T_v, � GRADE ABOVE SEGYER MAIN ��.%,y N V„ � h�'� 355. ' . APPROX/MATE FUTURE DESIGN � V �'' (PER TRACT 7369 PLANS1 ^�`'h� --- ------ --- -� -�'h - --------,E -- _ T— 355 Gh?ADE ABOIiE SE19iER RAW : �"� __---__---_____ - - _______ - __--_a --_ ----------------------------- ----r (PER TRACT 7369 PLANS ,���,��. �� _____---------__ o` � > . 350:...... :........:............: :........:.. ►I. �I t „ , �n .. .. ...:---....:..:..:..:.._..:...:...:...:...:...:... .:...:...:...:..:...�... .. ...Ex..s'.'waTER�,4� EX. 21" GAS LINE EX. OIL' LINE EX. TELE LINE. ....................................................................... ...... ,\c�,.................................................. : : : : : : �� Q 345............................................................ .............................................................. .... . .... ................. 0 345 Lli U _ L O M 01) Lr) /) RT Co VO w Z —. O r- aC > c) co �..� Utr-a- XQ 06 co) U C) cu (f) Z le � m N W oes W N co Z � o 0 �_ N wZ CA`� . W 0 0 LL w 0- L� W� W W = -1 W w Q p m W ILL w a F- w as � w 00 cn ao�- M , a W _> C. br-�v> U V O � 93� * 5 Z N am(y) N W T � Z 00 p k-D Qo CL 0 LLJ cy) 0 3: z < wFIIIIIIIIIIIIIIN lo^�zU) vi w n z :5; Q � � J Q J P � Q 0 :D w ry UZ> eII `vi Lli _0 Lli �„_ 0� �k _ 340 = W U m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335 ............................................................................... ,s �� . NOTE: VERIFY. EXACT ELEVATION WITH TRACT lb 7369. SEWER AND STORM DRAIN PLANS . 0 . . . . . . .\1/ . . . . . . . . . . . . . . . �� o ........ ...............335 0 INSTALL10fL.F.. ........................................................................ ........................................ ..... .................................................................................. ............... 15" PVC SEWER @ 0.1.2% V) I 330: .................. ..... .......................................... ,, j��,.: :330 0 TURE TRUNK MAIN EXTENSION' /7s,, Y OTHERS) NOT A PART OF G!y ESEPLANS. — -- -- — — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `S�9 ��3 S . . . . . . . . . . . . . '��. . . . i z 0 w 15.INv= 325:...... 326.46 - 's"" . 'yL S�i ................... ... .. �s, 18!' INV E= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .325 3 DATE 6/03/2020 PLUG END FOR FUTURE EXTENSION INSTALL 47f L.F. �' " 325.33 18 INV N= cn PA JOB No. 3082 O 15" PVC SEWER @ 0.12% A ``.25.23. 9 . . . . . . . . . .HEFT INSTALL 4591 L.F. INSTALL 256f L.F: INSTALL 530t L.F. E 320......................................... ............................................................................................---............................................................................. 15 P.VC SEWER @ 0.12% 1.8" PVC .SEWER @ 0.98% Q 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 ...................320 20+00 21 +00 22+00 23+00 24+00 E SEWER PROFILE %� �% o COB RECORDS NO. OF 6 SHEETS CONSTRUCTION NOTES G INSTALL PVC LINED SEWER MANHOLE Q INSTALL SEWER CLEANOUT INSTALL SEWER GRAVITY MAIN INSTALL SEWER FORCE MAIN PROPOSED MANHOLE PER TRACT 7369 SEWER & STORM DRAIN PLANS SEWER & STORM DRAIN PLANS PROPOSED STORM DRAIN PER TRACT 7369 SEWER & STORM DRAIN PLANS SS SANITARY SEWER STATION FM- FORCE MAIN STATION TENTA��8���l���� ������~� ~���J��� TIVE ,"^����v ^��^�~� (BY SEPARATE PLANS) - - - - - - - - — — (BY SEPARATE PLANS) TENTATIVE TRACT 7369 PROPOSED STORM DRA]N MANHOLE P ER TRACT7JG8 SEWER 8STORM DRAIN PLA NS PROPOSED CATCH —BASIN PER TRACT 7369 SEWER & STORM DRAIN PLANS RIGHT—OF—WAY -S-EX|3lNQ SEWER -V-EX|SlNG WATER -T-EX|8T|NG TELEPHONE LINE GAS EXISTING GAS LINE Y�---EXISTING EDGE OF PAVEMENT 0 EXISTING MONUMENT |o RENFRO ROAD SHEET ~/ � (D | | [ l | �� � � m " 00 U) GAS / 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 2.25` MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL FORCE MAIN STATIONING IS TO CENTERLINE OF 13" FORCE MAIN PIPE. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. U " A , ; " A , y , n n o X U ,Am " U 55 U . SEWER MANHOLE #11 EX. 18" SEWER MAIN K � | � , _ FO FO, U `/ 10, MINX , �LSEPARANN, A cv U V � . , U INSTALL TEE U , ^ U | | T T T TU U VV U , U " A----------- ------/--------------------------U WATER MAIN � U ' / U / Y / � ����U&����U U ������� � ��"^v�m, vx�^~� ,vv���^� � / U / / _EX'12" WATER WAIN INSTALL 45 ELL U ' U / U VV/ yy yy VV " U | " . / U / ' INSTALL 45* ELL / / / C14 �� / '`vro3ED v HORIZONTAL:SEE DETAIL 5 GAS GAS GAS GAS GAS GAS GAS GAS GAS 27 EXISTING IMPROVEMENTS (-EXISTING IMPROVEMENTS NOTE: CONTRACTOR SHALL VERIFY EXISTING if LOCATION AND ELEVATION IN FIELD, PRIOR TO EXISTING 18" SEWER MAIN PER APPROVED "STREET CONSTRUCTION AND N01IFY ENGINEER IF THERE IMPROVEMENTS, BRIMHALL ROAD AT CALAMITY LANE" ARE ANY DISCREPANCIES. PREPARED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. APPROVED 4/17/16. j CR z CALAMITY is1 =50 VERTICAL: 1"=5' STATION 23+22 — 29+86 **= EXISTING OIL LINES, WATER MAIN, ETC. SHOWN ARE FROM BEST AVAILABLE RECORDS. CONTRACTOR SHALL VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. INSTALL 350± L.F.|N3TALL 350± L.F. INSTALL 100± L.F.|- " 18" PVC SEWER 0CL119C - }- 18" PVC SEWER 0 0.11% -|- 18" PVC SEWER VD 0.11%��� om c» �- ��x��� ��v�v� . . . . . ' . . . . . . . . . . . + . . . . . . . . . N . . . . . . . . . . lb ........ .. . . . . .. . . . . ---------------------------------------------- . . . . . . . . . . ��u��� ' ' v����� . . . . . . . . ---------�#355 _. . . . . . . . . . . . . . . . uj . . . . ''''' ' Bi '" GAS ' ' ��350 � :::�o -�m��� ' ' ' � � ' ~�~°~° ' ' ' ' ' ' ' ' \/ ^/ \�Ex ' ' ' ' ' � Bt 0� NE� -' -- -- ' ' . . / . NOTE: CONTRACTOR. SHALL VERIFY EASTING 0 . . . '��' ' ' THERE' ' ' ' ' ' ' ' ' ' uu ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . ^���� ' �� ][ ' ---�------_-�_____-____�_____�_ ___�___ ��~�^� ^ ^ ^ ^��^��. ^ ' ' ' ' EX��N8 t8" GRAVITY' 8E�E�'��|�'x�^ ' ' ' ^ --------� ? �___�____-�___�_�_________�_____�___ ' ' ' ' ' ' � klEX- 18" n= '' ' ' ' ' ' ' ' ' . ' ' . . . . ' . . ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' . . ' ' . ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' . . . . . J44JG. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '34385'' ' ' ' ' ' ' ' ' 'J4384 ' K�� ����� . -���� v�-�~� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��-�^� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ������ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' -�-�w� ~���v� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~����� v�_������� ,��~�.���� ^��������� ^��������� ,��������� ^��������� ^��������� ���������� ��������� ��^��_���� ��_������� ~��~ . ~ � ~~ . ^ � ~ ~�~ , � � ~� � . .~ ~ .� . . � � ^��~ . � .~ °~ .~ . ~~ ~~ ~. .~ . .~ ~, ~~ , , `° ~~ ~~°_ , = = .=.� , = ~° SEWER PROFILE E 23 0�_ b w co 0 <00 m = T w = 0 i w z UJ `` PA JOB No. 3082 � N| S+/x_c-' c m/ co —0 COB RECORDS No. OF 6 SHEETS CONSTRUCTION NOTES Os INSTALL PVC LINED SEWER MANHOLE © INSTALL SEWER CLEANOUT INSTALL SEWER GRAVITY MAIN — — INSTALL SEWER FORCE MAIN OO PROPOSED MANHOLE PER TRACT 7369 SEWER & STORM DRAIN PLANS — — — — — — PROPOSED SEWER PER TRACT 7369 SEWER & STORM DRAIN PLANS PROPOSED STORM DRAIN PER TRACT 7369 SEWER & STORM DRAIN PLANS SS SANITARY SEWER STATION FM FORCE MAIN STATION � I \ i \ I TENTATIVE TRACT 7369 (BY SEPARATE PLANS) \ I \I � `L'I r > /i'---I-----J1 GAS T GAS GAS 19 LO AS GAS CD OIL —M OIL Z S S W oz o Mo Q O 00'.- w rn 0' � +rn w O r IJ S W T GAS - �--. LIL 0 PROPOSED STORM DRAIN MANHOLE PER TRACT 7369 SEWER & STORM DRAIN PLANS PROPOSED CATCH —BASIN PER TRACT 7369 SEWER & STORM DRAIN PLANS RIGHT—OF—WAY EXISTING SEWER EXISTING WATER EXISTING TELEPHONE LINE EXISTING GAS LINE EXISTING EDGE OF PAVEMENT EXISTING MONUMENT 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 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALL FORCE MAIN STATIONING IS TO CENTERLINE OF 12" FORCE MAIN PIPE. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. M � Ulm 0)+ to N N V) V) n = V) _ V) W w 34' 35' --I EX. GAS I� 11 EX. GAS � I EX. TELE. TIE INTO EXISTING SEWER EX. OIL LINE 1 MANHOLE AND CONSTRUCT 69t L.F. 10" PVC © 0.26% II }1 10" INV S= 10" INV N= 340.02** 339.64 J 10" INV E= 10" INV W= /L 339.74 339.92 CONTRACTOR SHALL VERIFY LOCATION AND A SEWER SECTION ELEVATION OF EXISTING MANHOLE PRIOR 6 N.T.S. TO ANY CONSTRUCTION. �l II 46' t TENTATIVE TRACT 7369 TRACT 3864 I60'(BY SEPARATE PLANS) i �(EXISTING) 54' v to FUTURE TRUNK MAIN EXTENSION (BY OTHERS) ---------------- - ------------------ ------------ --------- _ -- ----j NOT A PART OF THESE PLANS. 44'31'23"W -�`-_-_ - 06 I p. co GAS GAS GAS GAS GAS GAS GAS C to TRACT BOUNDARY �- — 24 25 N00'3T44"E 2�6 + 27 N 26+95.45 OIL OIL OIL t9L, OIL OIL OIL � OIL GAS — GAS — — GAS GAS GAS — GAS — — GAS — — f y t y s --� HORIZONTAL: 1 "=50' t VERTICAL: 1,"=5' BRIMHALL ROAD (SEE SHEET 5) **= EXISTING OIL LINES, WATER MAIN, ETC. SHOWN ARE FROM BEST AVAILABLE RECORDS. CONTRACTOR SHALL VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. z Q w V) 0) to o6 z V) V) v I J � F— oz Z no Q c0 to ct V- "' N N N APPROX/MA TE FUTURE DESIGN N N ,�`�`1� cn u' � N ,z,'� GRADE AZ?OVf- SEWER MAIN N `' °c� (PER TRACT 7369 PLANS 355 -----. ---_---- : ---_ ---_---------------------------------------- * ---- ---------- --------------------- --- ---�-- ----. ---. - .------------ �h . ............. 355 .............. .............................................. Q ... ....... ................................................... ................. 350: .................................. .�`.. ....... ................................................... ............. ...350 EX. GAS MAIN . . 345:............ . . . . . ................................................... . . . . . . . . . . . ...... . . . . .................................................. . . . . . . . . . . . ................345 . . . . INSTALL 60f• L.F. 8" PVC SEWER ® 0.50% ............. ........... ..................................NtK.......... ...... ....�PLUGEN[. .............................. ................ 340:........ :...... ..................: .............. .........8"INV.= .... .............................. ................340 < �03 340.30 tK c1'�,96�i\. �0 8" INV NW= 34.0.00. . . . . . . . . . �p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'b��� 335.............. .......................................................... ....................... .......... .... 335 PLUG END FOR FUTURE EXTENSION • . . .............. . . . . . .......................................................... . . . . . . . . . . . . . . . ........ . . . . . . . . . . .. . .---- . . . . 330....:. :...... ............................................: ........:�,,. ��.�.: �'' ��. 330 a '`�„�'�'`� FUTURE TRUNK MAIN EXTENSION (BY OTHERS) . .` \\ PART OF THESE PLANS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'�. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .NOT . . . . . . . 325:...:.......: . . . . . :...... . . . . . . . . . . . :.......:.............. . . . . :...................................: . . . . . . . . . . .... . ................1325 . . . . INSTALL 378f L.F. INSTALL 326f 320 . . . . : . . . : . . . : . . . : . . . . . . . : . . . : . . . : . . . : . 10". PVC SEWER ©.0:25% . . . . : . . . : . . . : . . . : . . . : . . : . . . : . . . : . . . : . . . : . . 18" PVC SEWER Q 0.19% : . . . : . . . : . . . : . . . : . . : . . . : . . . : . . . : . . . : 320 19+ 00 20+ 00 21 + 00 22+ 00 23+ 00 24+ 00 25+ 00 26+ 00 27+ 00 28+ 00 iEWER PROFIL! 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