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Home My WebLink About1.2-7288 PH 1 - 5REVIEWED BY: a 1 j1u ■ • A _. swils APPROVED ABY: VVN PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIEL.D NICOLAS C. FiDLER, R.C.E. 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABUT 50—BEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. THE BEARING ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHO KERNON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE a TAKEN AS THE BASIS O BEARINGS HEREON.SHOWN LEGAL DESCRIPTION: LOTS 38-42 OF TRACT 7245 AS PER MAP RECORDED MAY 24, 2016 IN BOOK 61 OF MAP AT PAGE ` THE KERNALSO aPORTION ' SECTION 13, TOWNSHIP 30 SOUTH, RANGE +M EAST MOUNT DIABLO a THE CITY OF BAKERSFIELD, COUNTY OF 1M STATE CALIFORNIA. s f 11 I LLON0.1 I --" .� STOCKDALE t 1 R-61223 "1--7" T#--�30 # „�„ :n u ca##i # Lr # L t z i _ R�� SCHOOL WHITE LANE1 1 # # # LOT 1 PM No. i a j LLA No. 11861 t # rpt t 12"-03351 ott` a ##� } LLA No. #z�_ w MU#RLANDS L # # 0(n< W Ci— REMAINDER OF � c t # PARCEL "A" w ��5135 t # OF P,M. W. 08-1182 1 1 i PROJECT - t # vTPm 118.8 t t LQ 4 t t � TR -5186 I t # 1 f ! w LLA No. 48 # i } t w 12-0133 # i----------- -N- WEST MING SPECIFICL t� V11CINITY MAP. NO SCALE NOTE AAI 11D &I CTbCC7 OCDYi1T CUA" OC t l'107�In�Ct� CO/1PROPOSED elfi r ■. �1 TUC MTV nc brtvcoAc�c� n n��n� �n W�;m_ 9-affilEm i STREETS 1. 7288 A)Ir PRIVATE tIb A #, ND L 36 STORM DRAIN MAIN AND JUNCTION BOXES ARE TO BE MAINTAINED BY OF ASSOCIATION #. N BRENTMOOR CIRCLE (EAST PARK SOUARE DRIVE) EDENDALE COURT ILAVERETT WAY CLOVER �t CIRCLE RAINDROP LANE M'. : 1► �# R WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET FUTURE RIGHT OF WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASE ON � AN APPROVED ENGINEER'ESTIMATE FOR THE PERFORMED WITHIN RIGHT OF WAY� �� COMMUNITY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. FUTURE CENTER ..,AIEEIALS LIST SHEET INDEX NUMBER (D SS#12 SEWER MANHOLE W/NUMBER * CO#12 ESTIMATED QUAN11TIES FOR PLAN STORM DRAIN MANHOLE W/NUMBER J8#12 STORM DRAIN JUNCTION BOX W/NUMBER CHECK AND INSPECTION FEE CALCULATIONS. CATCH BASIN W/NUMBER V`� e NOT TO BE USED FOR BIDDING PURPOSES. PROPOSED STORM DRAIN SEWER PUBLIC PRIVATE " SEWER MAIN 1,511 LF 2,435 LF 6" SEWER MAIN 225 LF 400 L 4" SEWER (LATERALS) 2,297 EA 1,806 EA SEWER MANHOLES 8 EA 14 EA SEWER CLEANOUTS 2 EA 4 E ADJUST MANHOLES TO FINISH CAE 8 EA 14 EA ADJUST CL A OUTS TO FINISH GRADE 2 EA 4 EA TIE -IN(S 2 EA 1 EA STORM DRAIN 18" R.C.P. STORM DRAIN 737 LF 588 LF 30" R.C.P. STORM DRAIN 177 LF 0 LF Rs Q.P. STORMDRAIN 35` LF 1,391 LF `35" TYPE Y E itA" CATCH BASINS 6 EA 3 EA STORM DRAIN MANHOLE 4 EA D EA .ADJUST MANHOLE TO FINISH GRADE 4 EA O EA JUNCTION BOX 2 EAI 7 EA ADJUST JUNCTION BOX TO FINISH GRADE 2 EA 7 EA TIE—IN(S) 1 EA 1 EA PARD SITE 4 / f' / TENTATIVE TRACT 7247SHEET N.,_ QEX 1 (D 13PENTMOOR CIRCLE 3 13 / I STANDARD NOTES & DETAILS (1) PARK SQUARE DRIVE /N 5 , 1—/ -'TEN sp TTI VE14 (D RAINDROP LANE 6�� , r TRACT 7248CZ) # /sem 10 7 �. �,`� `� \ f w `� l # LAVERETT WAY'� 15 f� t GREENDALE COURT t{ A != = r 17 16 16 S# 8 10LANDSCAPE LOT $lct$ 18 12 _j r SHEET INDEX NUMBER (D SS#12 SEWER MANHOLE W/NUMBER * CO#12 SEWER CLEANOUT WMUMBER * SD#12 STORM DRAIN MANHOLE W/NUMBER J8#12 STORM DRAIN JUNCTION BOX W/NUMBER CB#12 CATCH BASIN W/NUMBER V`� e PROPOSED SEWED MAIN PROPOSED STORM DRAIN —5— EXISTING SEWER MAIN SD EXISTING STORM DRAT TMH- TOP OF MANHOLE ELEVATION INV.— PIPE INVERT ELEVATION (E,S,N,W)— (EAST, SOUTH, NORTH, WEST) P.V.C.-c-- POLYVIt4YL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRICK TO BIDDING THIS PROJECT R.C.P.— REINFORCED CONCRETE PIPE R.G.J.— DUBBER GASKET JOINT CB_ CATCH—BASIN r ou C) CN w P%00 w LLM vi Fum W -11 13 5 15 CLOVERFIELD CIRCLE LANDSCAPE LOT "All 19 152 20 20 21 LANDSCAPE LOT "B" 10 2 22 22 D#9 (SEWER LINE EASEMENT) 23 cop 23 7 24 0B J2 1 -- ui 24 -� DRlVE25 .u. a 25 6 25 SD N#� �rSS X22 2 - w -u OF SOUTHERN F ! { limp 1 I I I 26 SS#7 5 26 C8#6 27 SD 14 27 JE f � 29 #2 1 1� 30 h 31 32 c 33 34/ 2 5D#2 35 NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE EASEMENTA PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE DISCREPANCIES' wj V 24 23 SD#3 r' WA 21 MAP -N- SCALE: 1'=200' 1 22 E6 19 4 cin SS 21 6 7 . S#20 s19 t # 17 16 15 9 QU 1x18 1 14 1{ SS#18 13 t 14 SUMP � f 0 103 6 00 tz 1 co w 11 N Ix 4921 /201 T f EPAJOB No. 2750H C13#9SHEET 12 E 41 Q i LO 1.2-7288 Ph 1 - F 10 SHEETS m No. -a Lu0 � y lu V`� e w ty 4't 0 to u- -&ty & U. �y c- ou C) CN w P%00 w LLM vi Fum W -11 13 5 15 CLOVERFIELD CIRCLE LANDSCAPE LOT "All 19 152 20 20 21 LANDSCAPE LOT "B" 10 2 22 22 D#9 (SEWER LINE EASEMENT) 23 cop 23 7 24 0B J2 1 -- ui 24 -� DRlVE25 .u. a 25 6 25 SD N#� �rSS X22 2 - w -u OF SOUTHERN F ! { limp 1 I I I 26 SS#7 5 26 C8#6 27 SD 14 27 JE f � 29 #2 1 1� 30 h 31 32 c 33 34/ 2 5D#2 35 NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE EASEMENTA PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE DISCREPANCIES' wj V 24 23 SD#3 r' WA 21 MAP -N- SCALE: 1'=200' 1 22 E6 19 4 cin SS 21 6 7 . S#20 s19 t # 17 16 15 9 QU 1x18 1 14 1{ SS#18 13 t 14 SUMP � f 0 103 6 00 tz 1 co w 11 N Ix 4921 /201 T f EPAJOB No. 2750H C13#9SHEET 12 E 41 Q i LO 1.2-7288 Ph 1 - F 10 SHEETS m No. -a Q2N.51RUQ11Q.N - NOTE.5 INSTALL 141.7' Z w LL INSTALL SEWER MANHOLE z INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN ui+ < INSTALL STORM DRAIN MANHOLE + INSTALL TYPE "A" CATCH—BASIN + co RIGHT—OF—WAY FX EXISTING SEWER S— ...... EXISTING STORM DRAIN —EX SD-- AVOW S -EW? MAIN EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION S5 SANITARY SEWER STATION R, 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. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. ME om-- ON m 0. PROPOSED 20' WIDE LANDSCAPE LOTPTO BE DEDICATED ON FINAL MA� � ��`WINDERMERIE STREET 1 4 (SEF Pm 1 21 00 SEWER—STORM DRAIN PLANS) &*I (PUBLIC' SEWER"I VIA HORIZONTAL: 1"=40' VERTICAL:1*"=4' ma EtIm "U NQ m"HIS mitm# 0 z INSTALL 141.7' Z w LL 8 PVC SEWER @ 0.35% z 0 z m i2 (A CDU) x U-1 zr�l ui+ < (n + 0000 + co + co + 356, ... ........ ...... -A1r$0X1#A)F X90 MAX• •........................ 356 X AVOW S -EW? MAIN r 4 . . . ........... ................ Xk� .... 1. ....... eD / 352 '. . ----------------------------- ...... . ......... 352 • . ....... ...... ........ ........... ....... 352 348*- ................. .......... ............. ........................... 348 344* ........ 11 ........... .................. ...... .... 344 clq . SEE NOTE "A? ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . 340'... . . . . . . ................ -ri a . .� ................... ....... A PPRO, 4YA /T 91 -5/0 V X. 00 8" SEWER PER 9+ 00 10+00 11+00 PM 12100 PLANS 8+00 SEWER LINE PROFILE ma EtIm "U NQ m"HIS mitm# P6 RAINDROP LANE (SEE SHEET 6) 6 PROPOSED 10' WIDE SEWER--'" UNE EASEMENT TO BE DEDICATED ON FINAL MAP. Fu -TT Y I S S I I� I,i , Ii I i CAMPUS PARK DRIVE (SEE PM 12100 SEWER—STORM DRAIN PLANS) NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE EASEMENT AND LANDSCAPE LOTS *$A"' AND "B" WILL BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES). 0 z m 0 z Z w LL 8" PVC SEWER 0 0.35% x LLJ LAI (A CDU) Z ui+ m + WV) P6 RAINDROP LANE (SEE SHEET 6) 6 PROPOSED 10' WIDE SEWER--'" UNE EASEMENT TO BE DEDICATED ON FINAL MAP. Fu -TT Y I S S I I� I,i , Ii I i CAMPUS PARK DRIVE (SEE PM 12100 SEWER—STORM DRAIN PLANS) NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE EASEMENT AND LANDSCAPE LOTS *$A"' AND "B" WILL BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES). 'PHASE 2 HORIZONTAL: 1=40' (Pwmft'IVATE SEWER) VERTICAL: 1"=4' w io INSTALL 144.8' Z w LL 8" PVC SEWER 0 0.35% z (A CDU) Z 0 z m z + + co 356 ................. x ♦ APPRO,WA r ....... ................... n356 'goN WAq X A8�W ZWR MAIN ........... ............. a ... f....... ........ 352 '. . ----------------------------- ...... . ......... 352 ........... 348 ....... 11r{(.•.... ................. .......... ..........Y.♦.... ..... ......... .............. 348 + ............. . ..... ................ clq . �SEE NOTE "A" ABOVE 356 . . . . . . . . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . 340 ........... ...... ............... 340 A PPRO, 4YA /T 91 -5/0 V EX. 8" SEWER PER 8+00 * PM' 12100 PLANS' 9+00 10+00 11+00 'PHASE 2 HORIZONTAL: 1=40' (Pwmft'IVATE SEWER) VERTICAL: 1"=4' 10+00 AN w_l 11+00 z LINE PROFILE w io INSTALL 136,8 t Z w LL 8" PVC SEWER 0 0,25% 0 z m z x X co + clq 356 . . . . . . . . . . . . . . . . . . .................................. 356 A PPRO, 4YA /T 91 -5/0 V .... ABOW ZMER-MAIN- ........... 352 ---------- 352 ................ ........... ...... . ........... ............. 348'. ....... ....... ♦ ............. V 348 .............. ....... ......... 344 INV E—W= EX.- 4 2.73 81) 1 NV' N—_ 34,63 340 10+00 AN w_l 11+00 z LINE PROFILE ry w co 00 N cf) z n 00 00 4-j DATE 4/21/2017 PA JOB No. 13-2750H SHEET E E Lo OF 10 SHEETS w io C*4 a: & W tu z uJ w Z w LL ry w co 00 N cf) z n 00 00 4-j DATE 4/21/2017 PA JOB No. 13-2750H SHEET E E Lo OF 10 SHEETS CONSTRUCTION1. ALL SHALL CONFORM TO THIS PLAN,A w A BUILDING BAKERSFIELD O"` A 4637, LATESTA STANDARDS {RAF M R► THERETO. SHALLTHESE DOCUMENTS !► MADE PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN BAKERSFIELD R Ilt STANDARDS ACCORDANCE A A A ACALIFORNIA, Os DEPARTMENT TRANSPORTATION STANDARD DATED 0 STANDARDS, IUA AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN l RR FOR HIS USE. 3. THE CONTRACTOR xAr SHALL OBTAIN PAY FOR ALL NECESSARY tr • BEFORE START CONSTRUCTION. AN OPEN STREET PERMIT SHALL M OBTAINED "OM THE CITY OF BAKERSFIELD r ANY WORK O* PERFORMED ACCEPTED RIGHT-OF-WAY. UNLESS rwED twY A aRDIVISION AGREEMENT, APPROVED ■RMM RR'S ESTIMATE RII THE Ala PERFORMED RF iM - WITHIN STREET RIGHT-OF-WAY IRis A AND INSURANCE, ak A lr. SHALL BE PROVIDED BY CONTRACTOR PRIOR R?iRR : #. ISSUANCE OF PERMIT. L A NOTICE: PRIOR lrRl.M► TO THE START ANY PHASE IR A : CONSTRUCTION, SHALLCONSTRUCTION INSPECTION SECTION AT LEAST t HOURS SECTION A BE NOTIFIEDA i s 5. THE CONTRACTOR A RM RESPONSIBLE "i ! DATA AND MEASUREMENTS M A THE BUILDING SITE PRIOR R. CONSTRUCTION. SCALE D DRAWINGS. WRITTEN ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWNBY DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND M w PLAN ACCORDING AVAILABLE RECORDS, THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR iCONTRACTOR RESPONSIBLE fRti *IR VERIFICATION A AND D DEPTH ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND 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 A ARE RI►. DAMAGED UNDERCUT Ry.: CONTRACTOWS OPERATIONS SHALL BE .A *REPAIRED iA. Rl REPLACED AT THE CONTR w' il► {'Ai EXPENSE, IM ENGINEER APPROVED GOVERNING AUTHORITY. PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSEPROJECT, RESPONSIBILITY ►M : t IM M CONTRACTOR R A ! Mt TO NOTIFY ENGINEER IMMEDIATELY PRIOR R R1R R1 TO ANY iR FURTHER Vii. K. 9. CONTRACTOR lA SHALL ALL LABOR, MATERIALS, AND NECESSARYSUPERVISION t A AND FUNCTIONAL . •i 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS YIA DRAWINGS CONTRACTOR iIR iIR �; 1R IY A SHALL REMEDIED, U Rflc / �r REMOVED AND REPLACED ILRM { O 11► IN A ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED i R CORRECTION. NRAMti CONSTRUCTIONIN THE EVENT STAKING BASED O CONSULTANT'S PLANS, DRAWINGS OTHER DOCUMENTS IS ACCOMPLISHED ANYONE OTHER THAN CONSULTANT, RIR OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER RESPONSIBLE ww CHARGE. 12. THE CONTRACTOR AGREES A SHALL AND RESPONSIBILITY MlitiRwi JOB SITE CONDITIONS SEDIMENTATION f DUST CONTROL AND STORM { Rr POLLUTION. RR PLAN ' Rl A 1 AND THE SAFETY ALL PERSONS k M i AND PROPERTY; !rrXt "► THAT THIS REQUIREMENT ► i. w SHALL �" APPLYCONTINUOUSLY AND NOT BEi TO NORMAL WORKING HOURS; IRI { THAT THE CONTRACTOR aMAw SHALL AND HOLD THE OWNER AND THE PERFORMANCE t RR HARMLESS - RM ,fr' ANY AND ALL LIABILITY, REAL a �R ALLEGED, CONNECTION WITH THE s ,sr►y { i� wr AR ER PROJECT, R xr LIABILITY A w ISING FROM THE SOLE NEGLIGENCE OF THE OWNER THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT A TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A. FOR 1. INTERPRETATION MrMA Ar OR A CORRECTION w 1M .AMR iA< FILING HIS BID FOR THE i 4 PORTER R RRw & ASSOCIATES, RESPONSIBLE Ir yy,�y r► LIABLE lr UNAUTHORIZED #r CHANGES PLANS. ANY AND ALL CHANGES PLANS APPROVED .MR!P IN WRITING ;B PORTER rrOw' E Ar ASSOCIATES, O.A 15. NORMAL STAKING AND MARKINGOF PROJECT Iwi SUPPLIED !RR ONLY ALL RESTAKING OR REMARKING >; A w A.► AT THE EXPENSECONTRACTOR. t SEE WATER AND STREET IMPROVEMENT R M A R OTHER IMPROVEMENTS THAT ARE w ARM THIS PROJECT. COB_, �EMR._5PEQIFICAII 1. ALL MATERIALS INSTALLATION SMALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3, PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SMALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SMALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SMALL BE INSTALLED IN LINE. ON NEW PIPELINES, CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE ANIS FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIKE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SMALL BE PLACED ON TOP OF SEDER 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 ON THE CURB FACE AND AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLAINS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN, WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW --4 AND SW -5 AND SECTION 70-1,02H AND 71--1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED ■ aRt RR SHALL CLEANED AND TESTED ACCORDANCE i AM 1\#�A CHAPTER M M� DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF A A w AND ACCEPTABLE BAKERSFIELD. A HOURS.. REQUIRED wRs D ORi TEST AND Rw CQQ. 5E�LEE-,5EECIFICATIQN5 CC_Qt�.lj) 11. RM O FINAL .1 ACCEPTANCE A. SEWER SYSTEM, ALL A VIDEOIN LINES SHALL BE WITH EQUIPMENT DESIGNED i M►THIS PURPOSE 1! AS {it �I! 1r { INSPECTED OVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY ROTATING ORDER TO REQUIRED. VIDEO INSPECTIONSRM INSPECTOR, WHO WILLALSO INITIAL A DATE THE"CHAIN FORM. RR SHALL NOTIFYOF PIPE A i a i TO BE NOTCOMPLIANCE SPECIFICATIONS. i . VIDEO CASSETTE, COMPLETED"CHAINi, AND A WRITTEN O STATIONING, BASED STATIONING OF THE APPROVED PLANS, { ALL CONNECTED LATERALS) SHALL B PROVIDED FOR VIEWING A SHALL BE APPROVED B 1F PRIOR rOR O ACCEPTANCE, AFTER ACCEPTANCE D CASSETTE,FORMS w A THE PROPERTY >tii,r OF THE CITY. w w a w w A mRwR 1 L4w m w 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SMALL BE CLASS ill (ASTM C76) AND SHALL CONFORM TO THE. REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS, (SEE GENERAL NOTE 2) B. JOINTS SHALL BE DUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SMALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS, (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND TIME RIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SMALL BE PULLED APART AND SATISFACTORILY REMADE. 1. TRENCHING SHALL DEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SMALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF --WAY SMALL 3E BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SMALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SMALL BE THE CONTRACTOR'S RESPONSIBILITY TO .REPAIR TIME TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SMALL 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 SMALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. MANHOLESALL INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED O FINISH GRADE IN ACCORDANCE EXISTING MANHOLES MAY REQUIRE REMOVAL CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. QljY SjA..NDA,RQ,,PLAM 1. THE: FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE FLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) Ln r CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER N t D-6 LANDSCAPED CONSTRUCTED CHANNELS SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS SW -3 PAVEMENT PATCHES El D-8 RIGHT 4F WAY FOR LINED CONSTRUCTED CHANNELS SW -4 MANHOLE, TYPE "A" 0 D---9 PIPE SADDLE DETAIL 1 SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS El D-10 SIDEWALK UNDERDRAIN SW -6 6" CLEAN OUT D-11 DRAINAGE BASIN SW -7 HOUSE CONNECTION WITH VCP SADDLE D-12 CHAIN LINK FENCES R► • SW --8 INDUSTRIAL SAND TRAP M D-13 CHAIN LINK GATES SW -10 SAND TRAP D-14 CATCH BASIN, TYPE "A" SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE El D---15 CATCH BASIN, TYPE "A-1" El SW -12 SEWER LIFT STATION VALVE BOX 0 D--16 GUTTER DEPRESSIONS D--1 INTENSITY VS. DURATION CURVES El D-17 JUNCTION BOX D-2 RATIONAL METHOD RUNOFF COEFFICIENTS D--18 MANHOLE, TYPE A.B}, D-3 CHANNEL PROTECTION [x--19 DRAINAGE WELL, TYPE "B" D-4 CHANNEL PROTECTION ST --22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION D--5 RIGHT OF WAY FOR NATURAL CHANNELS ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES SW --7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) Ln r U «o 00 to N co Z ..a co 0 N f�- a, uj 0- u q W z w" . Cl. N t LL ! 1 R► • M �i U «o 00 to N co Z ..a co 0 N f�- a, uj 0- u q W z w" . Cl. U «o 00 to N co Z ..a co 0 N f�- a, C? C5 DAT 4/21/2017 s.. i PA JOB No. 2750H V SHEET E Q S,. _E 1.2-7288 P H 1 - 5V) mmww�N ...... t.0-6, Itfe-or OF 10 SHEETS '±0 aA LL C? C5 DAT 4/21/2017 s.. i PA JOB No. 2750H V SHEET E Q S,. _E 1.2-7288 P H 1 - 5V) mmww�N ...... t.0-6, Itfe-or OF 10 SHEETS CQbj5jR.U!Q,"n QN , bmm G INSTALL SEWER MANHOLE z4k INSTALL SEWER CLEANOUT NO n INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH—BASIN CL�P5 RCP w/RGJ F RIGHT—OF—WAY EX S EXISTING SEWER ---EX SD-- EXISTING STORM DRAIN Ili --- — 11� — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 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. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. FORSYTH COURT (SEE SHEET 5) 00 %-- 4 X a TrCCONSTRUCT L_ CL -3 RCP w/RGJ STORM TORM DRAIN 0 0,20% 1 all345.42 345.46 BRENTMOOR CIRCLE (SEE SHEET 4) 4"`Tmr-%EET) as w (P U trnw& L l(o; ti 1�" INV E= 345. 345.63 m PRIVATE RESIDENTIAL LA --I- I I I Al CAMPUS PARK DRIVE (SEE PM 12100 S)EWER-STORM DRAIN PLANS) 5+55.40 (N)- 15S)- /15+58-36 z7T-l-- /�j 4-Lj 111 -4� o w>< too) + v - if h- 4 11 �-- Q w uj pyyo -j d ca(t9 dpi OX 0 .w =: o Z trig z z z OiK Z < .,,,,eC..3 < CJ a� 0 0000 0000 z z as o6� fid" + 0i +tll O:D ui (A + +0 0) 1-0 z Cl EfS x w 356 0 .......... ............................. .................. ....... ............................................ ................ ....................356 + , . s ; . • • . ` ♦ • ± a y �� '�. _, e ' �f . , ♦ a ; + + • • ro '• > ♦ it : • . e t • . e . • . . pr s e + + n a • e %♦ • r . s a e y ................�.\ ........ ±_ t�_�: � V��a_re fA 011141A TE DESION GRADE' X/ ............... .... .... ............i.�. ....... ......... 352 ' - - - - - - - . I ...... . .35--2 SAORY DRAIN . . ..... ....... N '7A ------------------- ----- ------------ ------- ........... ............. ........ ............... .......... ............ ...... ...... .. .... ............ ...... ....... 348 18" INV E= . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 3415,46 X-, . . . . . . . . . . . . . . . . . . . . . . . . . -345.63 EE NOTE A"' ABOVE' 344 .......... 16' INV S--* 344 ............... ........ ................ ...... 341.84 344,98' -:j 18,' INV N-SW�� wm4 p 11, 34-2.45 EX, SD PER18" I�V E -W' J 10 8 . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . 12TOO PLANS (3 4�1 6 4.) . . . . . . . .. . . " INV N -S= Pm 18" INV NZ�j= 342.37 3,41.94 i\30-" INV N- 30" 11, I X -737 INV' un * 36 INV E-' *30" INV N= 7IN7- 5 . . . . . . . . . . . . . . . . . . . . . . . . . . I 40.84 . . ql . . . . . . . . . . . . . . . . . . . . . lt%l(Z'TAtl 147'A8" CONTRACTOR SHALL REMOVE EXISTING OUTLET f 302) . . . . . C--YRCR w/KJ . . . . . . . . INSTALL -18" - INSTALL -62.7 , .3on . . . . . . . . . INSTALL 1 . . . . . . STRUCTURE AND 'CONSTRUCT NEW STORM* DRAIN STORM. DRAIN 0.0.237o. . . . . . . INS�ALL 266.9 18; 1.4.b. RANI40LE. Pt� b TY �Tb'�. -CL-3 RCP w/RGJ STORM DRAIN 0 0-.21% CL -3 RCP w RGJ Ct-3 RCP w/RGJ STORM DRAIN @ 0.11% RCP R�j . .. .... 336 SORM DRAIN . ..................... ...... ,TDRAIN 'o 0.19% ... STORM � -0 0.11% .... ' * * ' * ' ' ' ' * * ' * ...... 336 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STORM DRAIN PROFILE HORIZONTAL: 1"=401 VERTICAL.- I " =41 CURVE TABLE (o Itt N C3 6 z4k ko 0 NO n m ft OD u� u - 9, z RUCT 10.7± CONSTRUCT OSL.F. 18" LIJ CL�P5 RCP w/RGJ F STORM DRAIN 0 0.20% 1�" INV E= 345. 345.63 m PRIVATE RESIDENTIAL LA --I- I I I Al CAMPUS PARK DRIVE (SEE PM 12100 S)EWER-STORM DRAIN PLANS) 5+55.40 (N)- 15S)- /15+58-36 z7T-l-- /�j 4-Lj 111 -4� o w>< too) + v - if h- 4 11 �-- Q w uj pyyo -j d ca(t9 dpi OX 0 .w =: o Z trig z z z OiK Z < .,,,,eC..3 < CJ a� 0 0000 0000 z z as o6� fid" + 0i +tll O:D ui (A + +0 0) 1-0 z Cl EfS x w 356 0 .......... ............................. .................. ....... ............................................ ................ ....................356 + , . s ; . • • . ` ♦ • ± a y �� '�. _, e ' �f . , ♦ a ; + + • • ro '• > ♦ it : • . e t • . e . • . . pr s e + + n a • e %♦ • r . s a e y ................�.\ ........ ±_ t�_�: � V��a_re fA 011141A TE DESION GRADE' X/ ............... .... .... ............i.�. ....... ......... 352 ' - - - - - - - . I ...... . .35--2 SAORY DRAIN . . ..... ....... N '7A ------------------- ----- ------------ ------- ........... ............. ........ ............... .......... ............ ...... ...... .. .... ............ ...... ....... 348 18" INV E= . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 3415,46 X-, . . . . . . . . . . . . . . . . . . . . . . . . . -345.63 EE NOTE A"' ABOVE' 344 .......... 16' INV S--* 344 ............... ........ ................ ...... 341.84 344,98' -:j 18,' INV N-SW�� wm4 p 11, 34-2.45 EX, SD PER18" I�V E -W' J 10 8 . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . 12TOO PLANS (3 4�1 6 4.) . . . . . . . .. . . " INV N -S= Pm 18" INV NZ�j= 342.37 3,41.94 i\30-" INV N- 30" 11, I X -737 INV' un * 36 INV E-' *30" INV N= 7IN7- 5 . . . . . . . . . . . . . . . . . . . . . . . . . . I 40.84 . . ql . . . . . . . . . . . . . . . . . . . . . lt%l(Z'TAtl 147'A8" CONTRACTOR SHALL REMOVE EXISTING OUTLET f 302) . . . . . C--YRCR w/KJ . . . . . . . . INSTALL -18" - INSTALL -62.7 , .3on . . . . . . . . . INSTALL 1 . . . . . . STRUCTURE AND 'CONSTRUCT NEW STORM* DRAIN STORM. DRAIN 0.0.237o. . . . . . . INS�ALL 266.9 18; 1.4.b. RANI40LE. Pt� b TY �Tb'�. -CL-3 RCP w/RGJ STORM DRAIN 0 0-.21% CL -3 RCP w RGJ Ct-3 RCP w/RGJ STORM DRAIN @ 0.11% RCP R�j . .. .... 336 SORM DRAIN . ..................... ...... ,TDRAIN 'o 0.19% ... STORM � -0 0.11% .... ' * * ' * ' ' ' ' * * ' * ...... 336 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STORM DRAIN PROFILE HORIZONTAL: 1"=401 VERTICAL.- I " =41 CURVE TABLE A u - a -0 �-Q%ffi 0 u n WoLug z �5 ffi ' o �tR?po�gu T22 0.!= < - �- �- c6Eecajouj cta -Q<cn8 rn "°`L�SwfiiJ a W w z < vi a- .0 ffiw a. 8 iE i- u - w lzzWI:Z2 O—Qw- Wo I'L I 8 :3 �g @ > �i ow i�s W �-) Lou u>,- � g, ?-:oxowffii<Rs 0 6 um- 3:u - M14 P a: ffi uw, 6 w-, 0 co uj C ui Lu0 to �: , 0. Ir �a _oorc< z - U C5 00 Lu co cn z -j a- 00 00 DATE 4/21/2017 PA JOB No. 13-27500 c: 0 SHEET E 0 E 1.2-7288 Ph 1 - 5 OF 10 SHEETS "coj7-vs 40, LIJ U. 0 W Z W w LL wr> ow .10. 2 u� w z - U C5 00 Lu co cn z -j a- 00 00 DATE 4/21/2017 PA JOB No. 13-27500 c: 0 SHEET E 0 E 1.2-7288 Ph 1 - 5 OF 10 SHEETS "coj7-vs 40, U8 CURVE RADIUS (D INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT 06'09'45" INSTALL SEWER F 5 LL cl- INSTAL. STORM DRAIN C3 } INSTALL STORM DRAIN MANHOLE 35.60' INSTALL TYPE "A" CATCH -BASIN Y. b•. .•.. a�..�... RIGHT -OF- WAY EX S EXISTING SEWER EXISTING STORM DRAIN EX SD -- zZl __ __ _ EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 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. IN CUL-DE-SACS ANQ KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. ALL SEWER LATERALS ARE TO HAVE ASSTAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. 0) ON Lo0)toco 18t' #NV= 345.20 CONSTRUCT 23,8* L,I~. 18" CL ---3 RCP w/RCJ STORM DRAIN 0 0,21 345.1 CURVE TABLE CURVE RADIUS 0 DELTA 6 C5to C1 2669.00' 287.07' 06'09'45" 143.67' C2 F 5 LL cl- 10`51'15" 47.50' C3 CONSTRUCT 13.7 L.I" . 18" 71.09' CL� 3 RCP w{RGJ 35.60' STORM DRAIN 0 0.36% 345.1 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2669.00' 287.07' 06'09'45" 143.67' C2 500.00' 04.72' 10`51'15" 47.50' C3 500.00' 71.09' 08®08'46» 35.60' wow to ww u=j d w wmmp 2:w w 0x w � �z�v U. �Tw noo Q SPE.,� z fox w w 010 ul C6 L511 , wo uj�o <F-xozwow Qw ZI iE b? ' to w a- P cwi o v Q JOTQOCLO �UJ o wo S;��zz LLw m 0.<> co 0 Lu INSTAL. 233.5' 8" PVC SEDER 0 0.35% E I Illi �V�i► �!��►►_,. �' INSTALL 217.0' A PVC SEWER 4 0.357a INSTALL 251.3' i.. PVC SEWER it 1 w ♦ . ♦ . . . . e ♦ . r . . ♦ . • . . e . . . . a . e . . . e . . ♦ . . . . . , e . e . , a . . I . I —_—__ --- — __ _—__ .� --- --------------_ __ _ _� _ _—. .. ��` ., �_-__-- ---_ ---- , • . • . , 4 .......... ♦ .......... ................... ........ ....... • CD a •, • s ♦ • • e s • e t • e . a ♦ • ♦ , . , . s a • Y ♦ ♦ 4 • • 0 1 Y ♦ e a e ♦ a ♦ e a v ♦ • ♦ s ♦ e a • ♦ ♦ e • Y • ♦ w e . • • p • ♦ ♦ Y s • Y • • . Y s . s 4 a ♦ • • • . • w . • • s • • a s • e ♦ e . a a e c ♦ e s a . . a • s UJ a ♦ • ♦ a a • • • . . a ♦ • . • e ♦ ♦ . a e 344 . r.., • : ; ; R INSTALL 100.Oy PVC SEWER i.'.' 0.... e . ♦ a . . . . . . e . e s s . e . , . . . . . r a . . . . . . . ABOVESEgCR AND SrORM DRAIN _- __ _ _ _ _ ...-..____--__..__.__ ___-__ _ - -_ __-�x . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . • r a . • ♦ w • • . . . . . . • . . e • .. • . . • . . ♦ n . ♦ • . • P ♦ . ♦ e ♦ . . . . . • . e . • . • i • . • ♦ . s . ♦ 4 . . . . . . . . • . . • . . . . . • . ♦ • ♦ I . A . . • • . . . . • . . • a s ♦ • . • . . . ♦ • • . . . �.; 340..;,,.. ........ ....•...... ....... .................... I........ ....................... `b ........... I .............................................. . ...... c + 1 1 1 18+00 SEWER—STORM "N - HORIZONTAL:, VERTICAL:, R T - - Z. IA . ♦ I . . ♦ . I I . . . . • • . 19+00 .may, iYc� '< CL U fz V, co iaN e . ♦ a . . . . . . e . e s s . e . , . . . . . r a . . . . . . . ABOVESEgCR AND SrORM DRAIN _- __ _ _ _ _ ...-..____--__..__.__ ___-__ _ - -_ __-�x . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . • r a . • ♦ w • • . . . . . . • . . e • .. • . . • . . ♦ n . ♦ • . • P ♦ . ♦ e ♦ . . . . . • . e . • . • i • . • ♦ . s . ♦ 4 . . . . . . . . • . . • . . . . . • . ♦ • ♦ I . A . . • • . . . . • . . • a s ♦ • . • . . . ♦ • • . . . �.; 340..;,,.. ........ ....•...... ....... .................... I........ ....................... `b ........... I .............................................. . ...... c + 1 1 1 18+00 SEWER—STORM "N - HORIZONTAL:, VERTICAL:, R T - - Z. IA . ♦ I . . ♦ . I I . . . . • • . 19+00 umi {\� VujQ U co co N 2- rr� ... e 1 .344 co c/i CL U fz V, w w ul CC x -O a umi {\� VujQ U co co N 2- rr� ... e 1 .344 co c/i fz V, ELATE 4/21/2017 PA JOS No. 13-2750H 18" my I�=-, . . . E SWEET 340.63 > 1.2-7288 Ph 1 — 51 OF 10 SHEETS CIS 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 K4|N|MUK4 OF 2'5' OF COVER AT GUTTER FLOW[ NE AND A 2.25` MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT [!NES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S"' IN THE CURB FACE ABOVE EACH LATERAL. CONSTRUCT 13.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% INSTALL 125.0/ �� = INSTALL SEWER k4/\NH{)[E 8� INSTALL SEWER CLEANOUT INSTALL SEWER m� /\ ^� c� � ' INSTALL STORM DRAIN INSTALL STORM [)R/\}N MANHOLE -�- INSTALL TYPE °A° CATCH -BASIN RIGHT-OF-WAY --- EX S EXISTING SEWER --- ---EX SD--- EXISTING STORM DRAIN �� 4L - -- -- - EXISTING EDGE OF PAVEMENT S[} STORM DRAIN STATION ss SANITARY SEWER STATION CIS 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 K4|N|MUK4 OF 2'5' OF COVER AT GUTTER FLOW[ NE AND A 2.25` MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT [!NES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S"' IN THE CURB FACE ABOVE EACH LATERAL. CONSTRUCT 13.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% lm_ 18" UNV= `~~CQNSTRUCT25.6± L.F. 18" 18" INV E -CL -3 RCP 3��07--- 343.04 \ STORM DRAIN 0 0.20% `�--'CONSTRUCT PIPE SADDLE PER CITY STD'S. Lei a'Al al ARE DRIVE �� K�� r�� INSTALL 221.8' INSTALL 349.3' INSTALL 251.7' a � INSTALL 125.0/ clq . ... .� m� /\ ^� c� � ' o� m' lm_ 18" UNV= `~~CQNSTRUCT25.6± L.F. 18" 18" INV E -CL -3 RCP 3��07--- 343.04 \ STORM DRAIN 0 0.20% `�--'CONSTRUCT PIPE SADDLE PER CITY STD'S. Lei a'Al al ARE DRIVE �� K�� r�� INSTALL 221.8' INSTALL 349.3' INSTALL 251.7' a � - ,- . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -��)� ' ' ' ---------�__---�---_-____- ___ ' ' ' ' ' ' ��»/��/��9� . . . ` . . . . . . . . . . . . . *�~��.. . . . . . . .' . . . . . . . . . . . .. . . . . .. . . . . ..�_._��_�,`___�___�_�^�_��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . `/ . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . .. . . . . . . . -. . � . . . . . . . . . . . . . . . . . . ` . . . . .. . . . . '. . . . . . _�____-____-__-__,_-__-_____-____� . . . . . . . . ^ . . . . . . . - . ` . . . . ~ -----�---��----�-----�-----_-__------------------L/z�' `�\] ___�------------- ---------------�-1r---- � �-�-�-----'-----�----��-�-----�----�----�-----�---1�--' ' � ' ! HORIZONTAL: 1"=40' VERTICAL: 1"=4' .2. .�� INSTALL 125.0/ clq . ... .� . �� ^ � ~ `~ ~~� ' ~ ' -- + V�4|�w f �n�� - ,- . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -��)� ' ' ' ---------�__---�---_-____- ___ ' ' ' ' ' ' ��»/��/��9� . . . ` . . . . . . . . . . . . . *�~��.. . . . . . . .' . . . . . . . . . . . .. . . . . .. . . . . ..�_._��_�,`___�___�_�^�_��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . `/ . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . .. . . . . . . . -. . � . . . . . . . . . . . . . . . . . . ` . . . . .. . . . . '. . . . . . _�____-____-__-__,_-__-_____-____� . . . . . . . . ^ . . . . . . . - . ` . . . . ~ -----�---��----�-----�-----_-__------------------L/z�' `�\] ___�------------- ---------------�-1r---- � �-�-�-----'-----�----��-�-----�----�----�-----�---1�--' ' � ' ! HORIZONTAL: 1"=40' VERTICAL: 1"=4' .2. .�� . ... .� . �� ^ � ~ `~ ~~� ' ~ ' -- . ~�� - ' ' ��-rx� ~~= t 4w . ' u� ' . . 79 ' . _� ' ' ~�^�^� . ~= ° ` ^ . ~�� . . . ~�_�_� ' CIu' ............. . .' . . . . . . . . . . ^ . . .�� . . . ' . . . . . . . . ' , . ' . . . . . . . ' . . . . ^ . . . . . . . ' . . . . . . . . . . . ' . . . ^ . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . 343.0" . . . ' . . . . . . . . . . . . . . . . . . 442.4" . . . . . ~��/�' . . . ��~�v� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . _ _ . . . . . . . . ` . . . . . . ' . . . . . . . . . . . . . . ^ . .`�� . . . . . . . . . . . . . . . . . . �r ` . . . . . . . ^ . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . ` . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . ` . . . . . . . . . . . . . . ��8�� . . . . . . . . �r�� If,' ' ' ' ' ' ' ' ' . . ' . . . . . . , . . . . . . . . . . . ' . . . . . . . INSTALL 268.7' 18, . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' r/- nr� ' �rrw�� n� . . . . . . . . . . . . . . . ` . . . . . . " ~= , ��~~ . . . . . . . . . ' . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . . . ^ , ~=`= 12+00 ^ . . . . . . . . . . ' ^ . . . . . . . . . . . . . . . ' . . . . . , . . . . . . . . . . . . . . . . . . . ` . . . . . . . . ^ . . . . . . . . . . . . . . . . . . . '. . . . . . ' . - . . " ~� ^ ~�~� 14+00 ' ��^ �� 16+00 x�v� v 7 ,�� . . . . . . . . . . . . . . . . . . . . ^ . . . . ` . . . v�� ` ��v� . . . . ` . . . . . . . ^ " ^ . . 19+00 00 ^ . . . . . . . 20-,00 SEWER—STORM DRAIN PROFILE 1.2-7288 Ph 1 C-0.6- F-W-Owno 010 - t 4w 1.2-7288 Ph 1 C-0.6- F-W-Owno 010 - Impal-rW0711 w 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 2e25' MIN. — 7' MAX, OF COVER AT THE PROPERTY LINE. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. w N"t (s�F vq(E , ;w u � 04, co M INSTALL SEWER MANHOLE ....... ...................... yf INSTALL SEWER CLEANOUT oi oi INSTALL SEWER F INSTALL STORM DRAIN _j 4-1 INSTALL STORM DRAIN MANHOLE cv-f� INSTALL TYPE "A" CATCH—BASIN RIGHT—OF—WAY z EX S EXISTING SEWER _EX SD— EXISTING STORM DRAIN Lu EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION Sri SANITARY SEWER STATION w 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 2e25' MIN. — 7' MAX, OF COVER AT THE PROPERTY LINE. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. w N"t (s�F vq(E , ;w u � 04, co M CURVE TABLE to M ....... ...................... yf INSTALL 233.5' 8" PVC SEWER 0.25% INSTALL 63.1' 8 PVC SEWER oi oi IAI:� 352 F �`�`�,�,� ASEWASTOVY RAIN 8RMP O------- ----- ------ _j 4-1 r ------------------ cd 0 z win Lu ZO :oz C�u) 0 X 348 * .... 0 cAr- Lu CONSTRUCT 13.7:1- L.F� 18" KO f < z < CL -3 RCP w/RGJ z < • 1�B'* INV N -S= . . . . . . . . •. . . . . . . . . . . . . . . . . .• STORM DRAIN O.29% 3" INS= / Nj§:I _NV= 44. 86344.86 18 INV N -S_ S:=l 344.82 t CONSTRUCT 19.7± L.F, 18" 18" INV__ -W= 8" SWR IN V=/ CL -3 RCP w/RGJ 342,11 343.8± STORM DRAIN 0 0.20% M'LIDALE COURI (SEE SHEE� 8) .......... ...... ........ . - 11 ;ul I I ? H ORI ZON TAL: 1 "= 4d' A VERTICAL: 1 ff =4 352'♦ "Sp �'� CURVE TABLE INSTALL 327.0" 8" PVC SEWER 0 0.25% ....... ...................... yf INSTALL 233.5' 8" PVC SEWER 0.25% INSTALL 63.1' 8 PVC SEWER IAI:� 352 F �`�`�,�,� ASEWASTOVY RAIN 8RMP O------- ----- ------ 00.35% r ------------------ 0 C�u) 0 X 348 * .... 0 cAr- Lu ........... o < z < z < • 1�B'* INV N -S= . . . . . . . . •. . . . . . . . . . . . . . . . . .• 6z �oo re) ui'�� UI)Q 00 < flo 00 to oi w +41 W +8 + co ro'o + 0 + I_ .......... N r_ 00 ....... co + + + C*14 + + U) + + U) IN Ix lb rjyg 0 to .......... ...... ........ . - 11 ;ul I I ? H ORI ZON TAL: 1 "= 4d' A VERTICAL: 1 ff =4 352'♦ "Sp �'� CURVE TABLE ....... ...................... yf ........ IAI:� 352 �`�`�,�,� ASEWASTOVY RAIN 8RMP O------- ----- ------ .xOkE ------------------ r ------------------ ---------------- ---------- 348 * .... ....... ...... ..... ........ ....... .............. .. .......... ........... ............ ...348 • 1�B'* INV N -S= . . . . . . . . •. . . . . . . . . . . . . . . . . .• 344.82 344 ...... JWA� .......... ....... . IN Ix lb 18"�NV E-�W= 18" 'INV W--' 342.11 q5 340 . . . . . . . . . . . . . 341-.89 . . . . . . . . . .. . . . . . . . . . . . . . . . . .^. . . . . . . . . . . . . . . . . . tK . . . . . . . . . . . . . . . . . . . .340 • INSTALL 107.9' 1 8 CL -3 RCP, WZRGJ,. SRM DRAIN' 0 0.90% ....... ........................................................................ ........ ................ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SEWER—STORM DRAIN PROFILE INSTALL CONCRETE PIPE SADDLE PER C.O.B. STD. DWG. D-9 02; (p 00 oc) N co 00 V) Z cf) < Z 0 00 > N DATE 4/21/2017 PA JOB No. 13-2750H E T .1 CURVE TABLE Will 02; (p 00 oc) N co 00 V) Z cf) < Z 0 00 > N DATE 4/21/2017 PA JOB No. 13-2750H E T .1 QQN.e.7 CURVE RADIUS LENGTH DELTA TANGENT INSTALL SEWER MANHOLE 55,00' INSTALL SEWER CLEANOUT 45.07' INSTALL SEWER APPRQX1#A� af"�0N• A INSTALL. STORK DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN A80W .Si -*R ANO STORY ,01P N RIGHT-OF-WAY -- EX S EXISTING SEWER EX SD EXISTING STORM DRAIN -- -6�J- __ __ EXISTING EDGE OF PAVEMENT SD STORK DRAIN STATION SS SANITARY SEWER STATION KE WIN 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. IN CUL-DE-SACS, AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS. ARE ON CURVE ALONG STREET RIGHT-OF-WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. o::(n %\ X 0) 0 01) t- Z 0 +F PUBLICLY MAINTAINED STORM DRAIN PRIVATELY MAINTAINED STORM DRAIN [ft HAS` �MdRIZONTAL: ]"=40' VERTICAL: 1"=4' INSTALL 359.0' 8" PVC SEWED @ 0.35% E CURVE 'SAE CURVE RADIUS LENGTH DELTA TANGENT Cl 55.00' 86.39' 90*00'00" 55,00' C2 55.00' 75,52' 78°40'06 45.07' C3 I 300,00' 1 102.67' 1 19°3634" APPRQX1#A� af"�0N• A a , � A80W .Si -*R ANO STORY ,01P N U.. �, X Lu _j ------------- W uj • • • a ♦ ♦ e a e • s e y` �_ r.. .,..�, • .-r. .�,�, �,,.� ..w,.,, w....o," y • p" • s �� f \ s a��/• Xt • e ui • • ♦ • • t • • • • . ♦ . . • • • • f • • r • • ♦ e • . , ♦ . . • s ♦ • • • , ♦ 3 • 0 . + + • • . ♦ • • . s , ♦ . • e e , , ♦ • 1 , a ♦ e a s • s • ♦ ♦ • s , ; 1 8".INV N= 9 .345.50, . . . . , . . . . . . . 8,,. INV V . . . . . . . . 344.2 344* . . . . . fit, iIV SE= . . . :34.5a,60 00 wwv� ♦ . . . . . . . . . . . . . .344.14 a • d • 18" #NVSS- N� == 18" {NV. E --SW—. I_ V N♦ 5--- • • , 3�': INV SSW= 1 �,".INV♦ N=. ........... 341 74 . ........ 341.8'9° ... 340 T\"NX40.4 INSTALL 221,4¢ 36" �. 4Q.�i3 INSTALL 76.1' 18"* CL-: 3 RCP , w. R.CJ .STORM •'DRAIN 0 0.08 INSTALL 100.3' 1.8 CL*RCP. RGI. . , CL -3 -RCP W/RGJ .3 'STORM 'DRAIN 0'0:20% . ♦ • . 10+00 11+00 12+00 STORM DRAIN a 1.11 SEWER -STORM DRAIN PROFILE E CURVE 'SAE CURVE RADIUS LENGTH DELTA TANGENT Cl 55.00' 86.39' 90*00'00" 55,00' C2 55.00' 75,52' 78°40'06 45.07' C3 I 300,00' 1 102.67' 1 19°3634" 51.84 w INSTALL. 100.0' INSTALL 165.1' 6„ PVC SEWER @ 1.50%-8" PVC SEWER @ 0,35% m, df— •wy w --••yy +Qyw t.✓% cot') m O)0 u 'CD� ep+ %_ V_ V) f X 9 PPROXIMAY,0070N MAX peA80kF Sf' ANO .�`Tt� : Q�irAIN . ------ ----------- —__..._.__—_—__—_—...._— -- , , �* ��, ,� �/j, • fit/ ................ 10+00 11+00 12+00 13+00 SEWER LINE PROFILE 1.2-7288 Ph 1 - 5 N co co N c7 V) +tom YW co co co `^V z 00 co N v v 0 a r.. N L 00 tet, LL! cix C3 tY U.. Lu _j W uj 1l,E f+•- ui Q. Q 0. 00 tet, cix tY ! V !Q G INSTALL SEINER MANHOLE Q INSTALL SEWER CLEANOUT + + + c� INSTALL SEWER a. INSTALL STORM DRAIN 3 T + {\}"` INSTALL STORM DRAIN MANHOLE + INSTALL TYPE "A" CATCH—BASIN 01+ RIGHT--OF--WAY � Le 1 EX S -- EXISTING SEINER --EX SD - EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEINER STATION 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.' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF—WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. WN X" El R im (((co w w + + + c� a. 4A . a 3 T + {\}"` $ { + { a '" " + w + w 01+ En � Le 1 � 12 13 14 El R im min■ m 5' S/w 5' Sjw CLOVERFIELD CIRCLE (SEE SHEET 9) INSTALL s SEWERi" PVC ? i 9 io Ll Uj00 '� , 1 f itto 1 r 1 fi aLil CL 0.f f 'UMP PROPOSED S � e (SEE TRACT 7288 GRADINGPLAN) or' 6 L H A E `ik E Z03" INSTALL 251.7' i PVC SEWER @ i an A .1 Wool a (((co w + + + c� a. 4A . a 3 w 3: V) w w ix w w __ e-` s33'14 53"W �•�.� � � C7 Ifi may / 00CD 10+00.00 � r0 00 1\11 PROPOSED 28' WIDE LANDSCAPE � r� S33`1 4'5�' W 11 -\!L-t-41 .32 1 LOT TO BE DEDICATED ON FINAL � � Q' '� � a7- � --- --- 5 F1 � MAP. � _ __ 110 zo ,..y min■ m 5' S/w 5' Sjw CLOVERFIELD CIRCLE (SEE SHEET 9) INSTALL s SEWERi" PVC ? i 9 io Ll Uj00 '� , 1 f itto 1 r 1 fi aLil CL 0.f f 'UMP PROPOSED S � e (SEE TRACT 7288 GRADINGPLAN) or' 6 L H A E `ik E Z03" INSTALL 251.7' i PVC SEWER @ i an A .1 Wool a w j a. rPf �O\Qr, __ im »..s 6' 7jl S INSTALL 126.0' 8" PVC SEWER @ 0.35% _ r t .✓ ON "A� HORIZONTAL: 1"'-40* VERTICAL: 1 "=4' 356 . . . . . a . , ♦ . . . . . . . . . . . , , . . e . . , n • . . e + , , . . . + . . + • r . . . . . • e . . . e . , r , . . . + e . . . . . . e a . . e . . . . . . . ♦ . . . 3 5 !.i 12\ �O ...................... APPROXIMA 7F —..__.___— -- M-.----_..----------_...---- — �—�-- _ �� .�E�,�"1�r' AN.07 > AIN + e o • . • e • ♦ • s + r • ♦ e s s • • • s a . • q . • • . • . • . . . • • • . . . a + • r , '•vs� • •.� • • r • . • x •s r e ♦ ♦♦ • a . s, , • e . a + • e • a a ♦ • o . e • s .v ` `....w„.....+ r.....w...-.r w mow. -4 «.+-..-..,......� w ..... v... �... -w w+ +.. '. • + • ♦ e • �yJ•��V''y�+ -.r+ +... -... +.-,- + �e • +• . > s s+ • • • ♦ • ♦ , + • • + + f• . e • . . » • + . e ♦ o + • 352 - ----------- -r--- r i.ee .-w qww+rs e • , • + . • . • • . . e a ♦ a + ♦ . ♦ 9 • . . . . . . • . . t a • • . . . s . . • • • . . . + Q . , . . . + . • • . e e + r . • r a . . , . . . . . • e • • . + • • • . ♦ . • , . . • • • . . . • a • . • 9 • s . , e . . . a • e . . • a . + • , • ♦ • • . • . • . . 348 ..••.. .•.. ......a•• Q ,.p.••.• ..•... .•... ..•....•.•. ......... .................... 1.348 ♦ • v . 1 • • a r a + + • . s a ♦ e • o • • a s • a • . s • • r . + 8" INV E --•w- •345•.22 . . . • • . • • . . 8" INV NE —S . 8" -INV. N-7—SW= ♦ • 4 . . . , • • • . • e • • . . • • . a • • r • . • . • . • . • . • . 344.5634 36 7L7 18" INV.E= 8' . . 3.5.18 . . . •,, INV N ..... 3r4 . ....... ... .......... ...................... : �� : 340' .. .. f, ,Q , ............ ........ . ...... ,.340 Q '35" INV N --w 36" INV N-5 .339.93 • 339.80 36•' IMV ISI-�S= 36" INV E= + 339.76 39.73 + , • . • . • . , . . . e . . . • . . . . e . , . . • . r ♦ ♦ . . . , . . . . . + • s • a t e • a . . . + . . , • a . . ♦ • . . ♦ . r r q + • . . , . , . . + s • , a . + e + • . + . . r a r s e . . . . . . , • + . • . ♦ . . . . a • . • . . . s . • • a . e + ♦ w • + • + • • • e a • s . . INSTALS. 1 ��. '• 8AA . e INSTALL 34.1' � 30AA ♦ . . + , 3 � --3 rROR WIRG� 33 + . . : CL -3 RCP /RGJ 'STORM 'DRAIN 0.0:08 . . . . . �i�STAI. 1 . . . 3 A, . . . . + ♦ . . . . . ` . . . F s w i . . . . . . . . s . . . Y . e . . e . . . . . . . . . . . . . . STORM DRAIN @ .08 CL -:3 RCP w/RGA : .,........:.•.:...: : :....... STORM. DRAIN :.0.08% ......... ..:♦..:•......:..........•:..•.. ...e.. 7+00 8+00 9+00 1 115+00 SEWER -STORM DRAIN PROFILE 4vi14011\Vvi k/v f(•.k..P .Ji4\Aka PER C.O.B. STD. DWG. D-11 p U) m Wm 0D Y r� Vtl t1i W U) 00 «0 N U) a. oa 00 N r w a. 3 w 3: w w ix w w 0 Iv may / 00CD U) m Wm 0D Y r� Vtl t1i W U) 00 «0 N U) a. oa 00 N r V �^ i.. A 6 4/21/2017 PA, JOB No. 13-2750H Q SHEET 0 E 1.2-7288 Ph 1 — 5 C-0.6. Vecolza.5 E 10 SHEETS w ix V �^ i.. A 6 4/21/2017 PA, JOB No. 13-2750H Q SHEET 0 E 1.2-7288 Ph 1 — 5 C-0.6. Vecolza.5 E 10 SHEETS Q INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT i.`!d.! INSTALL SEWER INSTALL STORM DRAIN q • . . . . • . . • • . e . . s f . • INSTALL STORM DRAIN MANHOLE ♦ ♦ 4 + f INSTALL TYPE 92 A" CATCH—BASIN �\,X4_ • . . . . . . RIGHT—OF—WAY ,.. •..... ... • • s • ♦ s ♦ . . . . s , . ♦ • . i , f • • a , . • r • e . EXISTING SEWER EX S - . . . 0 . . • a . . . • . ♦ . . a • . . e . . . P . • EXISTING STORM DRAIN EX SD------- . Y s + • . . r a EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 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. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LILIES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. INSTALL 42.4' 8" PVC SEWER INSTALL 185,4' INSTALL 100.0' INSTALL 100.0' INSTALL 202.0' INSTALL 147.5' INSTALL 100.0' 0 0.35% 8" PVC SEWER @ 0.35% 6" PVC SEWER 1.00 '> " >' 6 PVC SEWER C� 1.00 8 PVC SEWER C� 0.35 8 PVC SEVER � 0.35 6 PVC SEWER 1,00% a� ,� 0 0 as to 0 � m Ola 1 � V) cn 0 V) Gi �a � a � c�a c� to � to Q z �z t6z Z z Oz inz � z uiz z v c� c €a c c� c� caa V1 00 tog M e> q Pu-) a: t, ", Zo Oq C9 u -in f)f tore) 0 to + 9 + to!; 00 to �v +L0 + + +-q- + to +0 + ++ m "- + CN ut �- -� 0 (n cn 356.......... 348 •36" INV* N—S= 340.45 INSTALL 50.7' 36"— CL—� ROP W' /RGJ STORMDRAIN 0.0.08% 9+00 " INV N= 13+00 14+00 SEWER—STORM DRAIN PROFIL CURVE rXr r . . . . . . . . . . . . . .. . ------------------ e a . . . . . . . . ♦ . . . > . ♦ . . ♦ • . . . • . s •�♦�� . e .• e e . 8" INV •W— 6" INV E= 18" CNV E= '3457 345.87 • ,345.1 � . a , . • , • , , • • . , .....•....... .............. , f INSTALL 269:9' 18" CI. --3 RCP w /RGJ STORM DRAIN 00-20% , ............... . .......--------- 16+00 . 17+00 18+ 00 HORIZONTAL: 1"=40' VERTICAL: 1 "== 4$ a v Go cit cit V((l 1. i.. 0 00 W N N— z <c CL 00 00 y� V S.. c a� 0 s.. E i 1.2-7288 Ph 1 - 5 . . 9ftoleps uWcoz Q lu— uj i.`!d.! /,. _A,6�kf - Zk& ANj S70RM, a?Al# e t r • • • . . . . . . . . . • a . . . . . . • . • • . . • . q • . . . . • . . • • . e . . s f . • . . • . . . • . a • • a . a 6 ♦ e ♦ ♦ 4 + f e • l . . « . f • ♦ ----------------------------- • . . + . . , a . . . . . 4 • s . • s • . �\,X4_ • . . . . . . C) • . ♦ s f • • . s f . • • . , i . d • • . • • s . , • . • ! • . a 8" INV E= • • s • ♦ s ♦ . . . . s , . ♦ • . i , f • • a , . • r • e . • . • , . . . a . . • . • • • . s . . . . . . . . . e . . . . • . . .. . . . . 0 . . • a . . . • . ♦ . . a • . . e . . . P . • • s • . • . 6 f e . . . • . . . . ! a . • a • e . e . • . • e . . • . • . • t • • f . s ♦ . • e ♦ . • . . . . M a • • • . • a r • • ♦ . . . . . Y s + • . . r a u. 345.85 a own AMMUL u 0 LLJI > .„ INV N= . _00-��'' •`.c�c? . • . . . . . . . . . . . . . . . . . . . . . . . 345.1 345.75 ♦ . . . . . r, r� . . . . ^ . . . . . . . . . . . . . . . . . � ? . . �`. ,\. . 8"INV E-�W=. 345.2.2 , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \�6" INV. N—S= , . . . . . INSTALL 601.1' 36 36' INV N-, W - .340.41 •. ............. • CL -3 ROP ........... w f I GJ STORM DRAIN @ 0.'080/., ...... . , ........... 33 . 3 ...... 13+00 14+00 SEWER—STORM DRAIN PROFIL CURVE rXr r . . . . . . . . . . . . . .. . ------------------ e a . . . . . . . . ♦ . . . > . ♦ . . ♦ • . . . • . s •�♦�� . e .• e e . 8" INV •W— 6" INV E= 18" CNV E= '3457 345.87 • ,345.1 � . a , . • , • , , • • . , .....•....... .............. , f INSTALL 269:9' 18" CI. --3 RCP w /RGJ STORM DRAIN 00-20% , ............... . .......--------- 16+00 . 17+00 18+ 00 HORIZONTAL: 1"=40' VERTICAL: 1 "== 4$ a v Go cit cit V((l 1. i.. 0 00 W N N— z <c CL 00 00 y� V S.. c a� 0 s.. E i 1.2-7288 Ph 1 - 5 . . 9ftoleps uWcoz Q lu— uj i.`!d.! rXr r . . . . . . . . . . . . . .. . ------------------ e a . . . . . . . . ♦ . . . > . ♦ . . ♦ • . . . • . s •�♦�� . e .• e e . 8" INV •W— 6" INV E= 18" CNV E= '3457 345.87 • ,345.1 � . a , . • , • , , • • . , .....•....... .............. , f INSTALL 269:9' 18" CI. --3 RCP w /RGJ STORM DRAIN 00-20% , ............... . .......--------- 16+00 . 17+00 18+ 00 HORIZONTAL: 1"=40' VERTICAL: 1 "== 4$ a v Go cit cit V((l 1. i.. 0 00 W N N— z <c CL 00 00 y� V S.. c a� 0 s.. E i 1.2-7288 Ph 1 - 5 . . 9ftoleps U) uWcoz Q lu— uj i.`!d.! g U) LL uniz 00 mmi L) 00 w C) memm u. a own AMMUL u 0 LLJI > Fmw SHEET