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HomeMy WebLinkAbout1.2-6853 1-6 RevisionsREVIEWED Y: A &"% jm% A 'ONW& "Now I AJZ)Ib IAN I PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED PUBLIC WOR OF BAKERSFIELD RAUL M. ROJAS R.C.E. 3 SENCHMARK # USED, 14 Q 04 47 ,woo" DATE TOP OF CONCRETE MONUMENT AT NORTHEAST CORNER OF TRACT 5869 UNIT 3, MAP BK. 45, PG. 108 (INTERSECTION OF EAST LINE OF TRACT BOUNDARY AND BRIMHALL ROAD) ELEVATION — 373-47 (CITY OF BAKERSFIELD DATUM) vIU INITY MAP NO SCALE low, 1 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA III v 1 111111 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG MATERIALS LIST _SHEET No., INDEX ESTIMATED QUANTITIES,, NOT TO BE USED FOR BIDDING PURPOSES (D TITLE SHEET SEWER �-�-� OO DETAILS— GENERAL NOTES 8 SEWER MAIN 6" SEWER MAIN zr 03 4" SEWER LINE (LATERALS) L.F. TELSTAR AVENUE STANDARD MANHOLES 7sl 0 L.F. UO JONAGOLD COURT DROP MANHOLES 29 EA. STANDARD CLEANOUTS A. WINESAP COURT ADJUST M.H."S & C.O.PS TO FINISH GRADE 39.q-1- EA. a) GOLDEN DELICIOUS COURT , STORM DRAIN O COURTLAND AVENUE 36" R.C.P. STORM DRAIN 65 L.F. 6 SUNCRISP LANE 30t` R.C.P. STORM DRAIN 1,11111 1,11 1 1 1 24" , R.C.P. STORM DRAIN 335 L. F. RIBSTON AVENUE op 1630 L.F. I 18 R.C.P. STORM DRAIN dill to 2770 L.F. RIBSTON AVENUE TYPE A"' CATCH BASINS STORM DRAIN MANHOLES 17.1.6.. EA. <11bC1E):IIII PINK LADY WAY ADJUST MANHOLES TO FINISH GRADE 17 -1-& A* Imm 11.1 10,111 111,11 111 1111 111 11111111 11, 111, 11,1111111110''1 1 Ill �1111111 OUTLET WOLF RIVER AVENUE PIPE SADDLE 1 EA. WOLF RIVER AVENUE O BELMAC AVENUE M McWTOSH WAY qD CRISPIN STREET 11 BOLERO AVENUE LEGEND LE LEND TMH— TOP OF MANHOLE ELEVATION INV.— SHEET INDEX NUMBER PIPE INVERT ELEVATION u_1_\ (E,S,N,W)— (EAST, SOUTH, NORTH) WEST) Qs SS#12 SEWER MANHOLE W/NUMBER P.V.C.— POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY #12 SEWER CLEANOUT W/NUMBER R.C.P.— ALL LENGTHS PRIOR TO BIDDING THIS PROJECT SD#12 STORM DRAIN MANHOLE W/NUMBER N- R.G.J.— REINFORCED CONCRETE PIPE CB# 12 CATCH BASIN W CB_ RUBBER GASKET JOINT wy/ CATCH—BASIN PROPOSED SEWER MAIN OR STORM DRAIN ---------- EXISTING SEWER MAIN OR STORM DRAIN < 0 Of Ld < F_ z 0 E LL_ < 0 J ' 0 <1 U- a: 0 uu 0 co W 0 LU in Z 0 cx- z CO UJ < W cf) U- im Lu cQ w W 1.- off 0 Q_ z Ia_ z < z 0 z W_ 0 L.Li X: < z Lju x: 0 X cl) Z: uj co CIO) ILL Z cj) < 0 0o -�covj0 0 C9 ix Z Lij (y) LuwZow x 3: -1 io- z co Z cl) U-) cu co UJ < Z C* Uj 3:: r UJ cj) 0 0 Z 1-- 01 < ui IX Lu 0) 25 0 LL. a Z z 0 > CN LLJ 0a000Luu cf) cf) cy) 4cow -T P:t- 1'y Luz d v-I z CL I--- X _0 -1 0 C-5 cr z a F <Ixo _LL.;g0z>-LLj ui uj X C5 < < cf) uj Lij LL11 Cf) - Z Z IX z z 0 U- CD —_ 0 a- 0z, CZO om 3: cc (D (!):;t 0, -w�u' __3 a- e cf) Z i LLJ Uj uj Z cu a > 0 —0 Z :r co ix ui z im w Of Uj zzo < a . - .6-7 (0 0 r < x ENG)NEER)S STA7 E < 1-- 3: Q) cy) EM N uj 1.- 0 Z cl) 0 0 w T Lu a — C13 W CD 0 LL z cri _ z W aw�a 0 06 ZL co N 0w<f 0iHES 0 * now '�5 cy) Z w 0E PLANS ANA SPECIF(CAT1003 WEfkE PREPARED By P41F OR L)NDER 0 z 0 F%ckl AND`�oT14EBES`f'QE� cd cL 0 a. co 0- to f4y 1)1an0FJ Y KNOWILEDGEAMID SELIE-F Z0wwwLLm0z< 0 w z w 0 w 5 < COMPLY W)Tvi CiTy OF GAKERi3FIELi) ORDINANC alIll, z 0- w > w cf) N SrA NDARDS AND < w 0 z m 0 b zc Z DESIGN CRITERA AND IN WDE ALL Im C-) z: 0 Lu F- Z Lu< (:) u- 11 �- z w § < 0 U) C-1) THE A v GEXy QV.EpiENT f?EQUIREMEN T-9 OF z Fl 1soRy A z CL LLJ Z Z — ER REW-W 00ARDs. 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PATJE KtE 32176 VIATIF STREET NAME LEGEND '� N CN to cn CITY LIMITS a W V) JONAGOLD COURT < O2 r < WINESAP COURT m O3 — ----------------- 12- CL COUNTY or KERN — GOLDEN DELICIOUS COURT — --------- / COURTLAND AVENUE 58 57 56 21 20 19 % 55 54 53 18 17 16 15 14 PINK LADY WAY rss#6 SD#9 CB# 1 # 13 12 10 11 12 13 14 5 16 1 17 18 RIB TO ss 3 -il - S 5 s I A N co 3 Now c cl s masommomIllIllm SD#8 co c0#1 - I CB#2 C0#4 I SS#4 22 23 SS#2 4-7 48 49 50 1 51 52 24 25 26 27 28 11 9 8 7 6 5 4 3 2 5 46 45 44 43 42 41 40 39 U ss#13 SS#12 . .. .... CB#5 38 37 1 36 30 29 8 10 9 8 7 6 5 4 z LF 9 c ... RI ER s 1 1 3 2 10 Will Lwu ui w ui ui 3r: CL C � , I Q_ o- V) CITY LIMITS----'o 0 39: N -N- i KEY MAP 11-1 LO w I cn w cn 0 CN a. u- > w 0 Lu CL Z M 0 U Z w I-- M Lu M 0 0 5 1 UJ UJ L LL 0 < U. jAEE co 1* co cnwl uj U.- 0. NY LQ LQ 0 zco S � o u ss# I (ac PHASE 3 U) PHASE 2 V� SS#7 Q �, PHASE 2 PHASE 5 U) -TEMP. SUMP 06 o 0 af 0 LJ 5; 10 w 0 !' i co Nw, N IL VIP V, 0 C to 0 v U) 00 1 CNN C _0 co Q 9 uj W W 4 j v. U) LLJ 00 DATE CNN 5/28/2013 PA JOB No. 2078B Z SHEET 0 a_ w GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 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 • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS, 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE 'AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE- FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45° ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 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 PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (CONPT) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B.JOlNTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65 -1.06 OF THE STANDARD SPECIFICATIONS. C.CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D.IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERiNG ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO 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 CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) w W v If �vv►vv 1►vt-\LL- 0 t JGit'eR M 1 C i"'LfA1V < I < r 1 DRAINAGE BASIN DETAIL SCALE 7 " =30 °ALL LL a. 0 uj 0 CD w Z LL1 ouz 0w u mgzw < Of j z 0 . }- -z�w=0 [wYayx�rno cn >m 1. co z0XP�0 C�Cm)ii� m�� < ww �'�__ 0� 0- cwn 29 92a-�_ t r t -�--'m ® �° ;m v (w� C6 z 60 v c Q0- w >w� zwmww o� <c(�mzz0 Q."�Ci0_wm0 ©UJ LL 0 2 T 6 �_ 8 < - ix U) 0 c-) C6 CL z , L u aw- cut,) m 0 z a.> ©� z�°6.LL F-Zm u w w w pw zww'o�� cn W W C�+CISfoTowwm _rDz c 00 z�= � 0Cn � -- ®wRowww , L92 w <���w � Z � Qm Z ww 0 w z Q- co �0 Q� DBL GATE PER -13 z w C) 0 0 CD L0 ACV Luc ui �.�.. '10 cy) 0 U) 70 (0 ad U) c!) cu U) cq < (0 LLJ (1) 0 LLj U) C-4 M CD z C w 0 N 0 �y 5. w z 0 CL F 0 r. w U. �c a. w W ? m Z Z in w w u w > LIJ 3 L 0 < CL o NEER � b cn Qo M W 3 M � U t�- .D 00 L0 0 a 0 1 0 0 i Z o V) U) ry w cn a DATE 28 20'1 V) L PA JOB No. 2078B Ld :2 SHEET Lli 0 i m 0 N OF 13 SHEETS CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER El D--6 LANDSCAPED CONSTRUCTED CHANNELS [l SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS SW -3 PAVE' AVEMENT PATCHES D--8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® D-9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEAN OUTS 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 El SW -8 INDUSTRIAL SAND TRAP D _ 13 CHAIN LINK GATES El SW -10 SAND TRAP D -14 " CATCH BASIN, TYPE A " SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE D -15 ,� , CATCH BASIN, TYPE A -1 El SW -12 SEWER LIFT STATION VALVE BOX D -16 ° GUTTER DEPRESSIONS El D -1 INTENSITY VS. DURATION CURVES D -17 JUNCTION BOX El D -2 RATIONAL .METHOD RUNOFF COEFFICIENTS D -18 " " MANHOLE, TYPE B [� D -3 CHANNEL PROTECTION -19 DRAINAGE WELL, TYPE "B's �] D -4 CHANNEL PROTECTION ST _ 22 TRENCH BACKFILL &COMPACTION D -5 RIGHT OF WAY FOR NATURAL CHANNELS El ST -6 STANDARD PAVEMENT PATCHES w W v If �vv►vv 1►vt-\LL- 0 t JGit'eR M 1 C i"'LfA1V < I < r 1 DRAINAGE BASIN DETAIL SCALE 7 " =30 °ALL LL a. 0 uj 0 CD w Z LL1 ouz 0w u mgzw < Of j z 0 . }- -z�w=0 [wYayx�rno cn >m 1. co z0XP�0 C�Cm)ii� m�� < ww �'�__ 0� 0- cwn 29 92a-�_ t r t -�--'m ® �° ;m v (w� C6 z 60 v c Q0- w >w� zwmww o� <c(�mzz0 Q."�Ci0_wm0 ©UJ LL 0 2 T 6 �_ 8 < - ix U) 0 c-) C6 CL z , L u aw- cut,) m 0 z a.> ©� z�°6.LL F-Zm u w w w pw zww'o�� cn W W C�+CISfoTowwm _rDz c 00 z�= � 0Cn � -- ®wRowww , L92 w <���w � Z � Qm Z ww 0 w z Q- co �0 Q� DBL GATE PER -13 z w C) 0 0 CD L0 ACV Luc ui �.�.. '10 cy) 0 U) 70 (0 ad U) c!) cu U) cq < (0 LLJ (1) 0 LLj U) C-4 M CD z C w 0 N 0 �y 5. w z 0 CL F 0 r. w U. �c a. w W ? m Z Z in w w u w > LIJ 3 L 0 < CL o NEER � b cn Qo M W 3 M � U t�- .D 00 L0 0 a 0 1 0 0 i Z o V) U) ry w cn a DATE 28 20'1 V) L PA JOB No. 2078B Ld :2 SHEET Lli 0 i m 0 N OF 13 SHEETS orf-x _ - I��-�$S3 - � Q- -, <-9, t 17 CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT WITH PHASE 1 INSTALL SEWER �-- INSTALL STORM DRAIN � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH —BASIN — — RIGHT —OF —WAY — — EX S — — EXISTING SEWER - -EX SD- EXISTING STORM DRAIN � • C� 0 V) o EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION rF C C C c Lf Q Q R.- ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. _ ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. o U) 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 12' FLOWLINE AND A 2.25' MIN. -- 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. 18" INV E= 372.40 21 INV W= 1 i 366.44 1A, 24" INV N= 366.44 0 00 a:�n 0 c..) z � 18" INV W-= 372.51 CONSTRUCT 16± L.F. 18" CL--3 RCP W /RGJ STORM DRAIN @ 1.26% WITH PHASE 1 30" INV S= 366.`#'4 rA*N STORM DRAIN SECTION I - - i ki Ir C6 INSTALL 280± L.F. INSTALL, 173± L.F. INSTALL 397± L.F. 8" PVC SEWER 0.35 8" PVC SEWER @ 0.25% F-- 00 i-- 0 � C.) WITH PHASE 1 WITH PHASE 1 �-- �c�1 0 0� N 0 �-- U Z) OW= �� of m ®Z -r 0 119L 0 + + Zo �yL�°QUZ F- co � Oa � o 0) � • C� 0 V) o 3: + o) rn © V- n 18" INV E= 372.40 21 INV W= 1 i 366.44 1A, 24" INV N= 366.44 0 00 a:�n 0 c..) z � 18" INV W-= 372.51 CONSTRUCT 16± L.F. 18" CL--3 RCP W /RGJ STORM DRAIN @ 1.26% WITH PHASE 1 30" INV S= 366.`#'4 rA*N STORM DRAIN SECTION I - - i ki Ir C6 INSTALL 280± L.F. 8" PVC SEWER @ 0.35% WITH PHASE 1 F-- 00 i-- 0 � C.) c Lj _j �0 ~0 Z :r z _j m 0 � 0 �C 0 C)w L0 LO w + + _U W Ljw LL_ 0 E 0 w 0 � mWw��a W =QztjoEm�{� wr�mi,.,z2>� Q �rw- tw - Loz��CU U o J W3:0 wow _� cnca Z!~- U WO�' -- w c 00W ul 2) aWa_u_�ozmW U C6.WV8„`�', `�z0 oz00 03: wZ >50 W 0 w, WMW �0 � zzw Q} --��zw 00 wu�z c, 0E.,J, < �- -� �Ui3Uc� a:.sE- dwi- .cnzG1CL ww 0 W 0 < c =oW�2 W�o° �� z w Q U w P z w F- q- w 0w LLL OWL cav: 0 W 55 ?= 0 C !3 L 31 Z !s (-) Q W tZ� i cl t!3 0 ow < :6 0�o U W W (D z < < zp,�t craws �w Q C L> 0 L.L n ����=,.tlom < �,�,���� --� L1J C]U- z?eit� mm��Z�Z�a[m Lu i HORIZONTAL.- 1 "=50' VERTICAL.- 1 " = 49 : . � . . w • . . . . . . . . . . . . . . . . . . ` . . . ` . . . . . . . . . . . � ,. � ,ti��` � APPf GXf 1A TTY" DDS /GN GRAXD �' . �'�, �'� • � . , 's',�. - - ABOVE" - STORY DRAIN AND SE" #Eft __ ___ -_: -- -- - - - - - -� - - -- - - 378 ....... ................�� ��:�� ........ • ....... .. . �� ._ __ °� _ _. -- ----------- - - -- __ •-- _._�- ._...s.- r . • - . • . - . • . ��- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378 ------------- . • . . . . . • . . . . . . . . . . . . . . . . . . . . . . . - • . . . . . . . . . . . • . . . . • . . . . . . . . . . . . . . • . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . • . fib" INV E-- - : CONSTRUCT PIPE SADDLE PER : - : 372.40 374....... .. �.O,�.STD:DWG.D --- ...... ..................,........... ............................... ..... ... ............................... .........,...374 . . . . . . . . . . . . . . . !� 18 - INV S —E= : 8" INV W. : �'' ,� �� ' • : : . �'. � i � 0.51 ......... . -TIT I . 369.90 . 8" ,1NV N S= 370 * • 369.19 � � ...... .. ......... ............................... ............370 . . • i • a -::`r. ���� .�Y�� +��e ' i - ��. r.r a �. �- �.►�. �_.. sir �.�. �w•�. ��. a .>..1w.r �♦ ♦ a • • • ♦ • ♦ s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . ,�' INV- N -- S = . . .a 366 - 368.20 - . - . . . . . . . . ..J,! . _ . . . . . . . . . � ., . . .8. . I N �' E . . . . . . . . . . . . . . . . . . . . . . '`� 3,J I N ♦ S 36s 1 V . . . . - . e q 366 30" INV N E= - 24" INV N= ty, .366.28 366.44 - 366.44 . . . •. ° ........ 21•"•INV -W=. . .. . ...... ............................... ............................ ............................... . 366.44 362 ......... ..•,....,.....- ...... - -- ..................................................................................................................... 62 ..... .INSTALL 156± L.1= a 30 . : . i! � � INSTALL 394 L.F. 24 -INSTALL 280 L. F. 18 . CL -3 RCPW /RCJ - �. , . . . . . . . . . STOR�M� DRAIN - O. . . . . . . . . . . . . . . . . CL -3 RCP - W /RGJ STORM. GRAIN -C 0.48 . . CL--3 . RCP - w/RGJ - STORM. DRAIN .@ 0.11- . . ............... WITH PHASE 1 WITH : PHASE 1 : : : : : : : : WtTH PHASE 1 358.* ................................................................................................. ............................... ............................358 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1 18.+ 00 19+00 SSE SNEfcT &IZ. co CN 0 ul co 0 V' -0 0 U) I V) co (D z °. m 0 0 CN U Z U) C) Z 0)Lo �. o < > CV .�. ' (a cl 0 U) L U) m Z c to �� LLB (u c) 06 Lu y z� C'4 Z o W 0 o Ll NEER � b 4* Voll CL te) J uj M 1U U.- V o- t t � • z 0 w 1 DATE 5128/2013 PA .SOB N0. 2078B SHEET ,4 w F- 04 Lu w 0 w z > >r w w w W w ""1) LL w U. (. 0 NEER � b 4* Voll CL te) J uj M 1U U.- V o- t t � • z 0 w 1 DATE 5128/2013 PA .SOB N0. 2078B SHEET 37 37 37 36 tut w .J 0 z Q w tw V ! v Zwm �Wt�l� mW� C INSTALL 4QLLJ WQW � � PHASE 2 SEWER PINK LADY WAY ol 374 370 362 14 13 12 REVISIONS APPROVED BY: '1411 Ile, FRED W. PORTER RCE 33448 MARIAN P. -SHAW RCE 32178 0 w• z o i J co V) 3 #0-17— 14 DATE 1 � 1 CONSTRUCTION NOTES D INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT ALL INSTALL SEWER ALL SEWED LATERALS ARE TO INSTALL STORM DRAIN � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH -BASIN .�- RIGHT -OF -WAY - - _-EX S-- EXISTING SEWER - - -EX SD - -- EXISTING STORM DRAIN --zlL - 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 SEWED LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER I=LOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PRASE. .�- w z 0 0 0 0 00 382.... 378... 374.' . D � -� Q J YAW Z W n - V) PHASES 2 & 3 J -�- w - - HORIZONTAL. 1 " -50' VERTICAL; 1 " =4' 99', 1J ? � J c� �> a. n :..........378 ............. ............ 374 370 j366 362 EER � b co 0 40�� M La J 0 0 orf D . U 00 0 i' a V) Of >: L> <0� �=>CN n LL! L.E.. LL a c� to w >- w z 0 L CL Liu l j Z < (N Y`€Z — L!.! cn L� ,� � -- z �-- _ �2 .�- Z 0ifl. CL � ----Ji Qz Ozl��Q .� Q Z <L Q W� =LiIZ�, >� Q � a u3L�F'�,,,Oz�� j 0 w s w �-- z cy) cy) 0) u') VLilt1�<' U) D -�� Z :czo < ww ?-� WC��� Z LLJ = 0 = _ L" Cl3 c, > Lu _74- < Lu r La Ll La _j - U? :D Z z WgTmo U) �► cn Lww OO�`�.3 F_ cam# c- a; �� W,zQ�W , Lu .00 0 cJ ,� Z z z a a z z o: w U) c c!) (1) c v� 0-�0� � j cr- = (� mom, �- o�z o� �--W,0 W .� co 1. Q�� ©zw�?C}o LLJ LL nova �WZ 0�6 Z Lu z�6Tc u < -I.,� � v- OZ � C-4 to z0w. _ 0za- Z ,_zMl_Li!>22 r z0 Lu.<0© ? m Lu 5) z a� U', LLj LOL, 0 LL, U: L,- a w co �;- 0 cl)w =zQUZG1L m: JQ Chu Z -W�z Z 0 0 a- < C =�L#.tJ O �=��: VLuLu " 0U)ww =:mZ�;C0L, Zp =C}S2 ul= CC 2E iij > _1 Oct) �LtiC7�WU.lm ---� - O � � � � � z z w w UJ Z CD >- co = m c2o oinem 0 w z =11 Jz J J C C- iii F_ Q w J 4— ♦ i..i- L Li_ 0 ui z_ V c� . W w w 2 F- u— W � w � s` U— 0 : 0 0- J -�- w - - HORIZONTAL. 1 " -50' VERTICAL; 1 " =4' 99', 1J ? � J c� �> a. n :..........378 ............. ............ 374 370 j366 362 EER � b co 0 40�� M La J 0 0 orf D . U 00 0 i' a V) Of 0 0 DATE 01/09/2014 N t PA JOB No. 2078B z LLI SHEET W 0 n 7 m 00 0 N OF 13 SHEETS >: L> <0� �=>CN n >- w z 0 Z < (N Y`€Z — Z 0ifl. CL � .� Q Z <L Q s w �-- VLilt1�<' U) D WC��� Z > Lu _74- < U La Ll La _j - U) ww(3D Lww cam# 0 0 DATE 01/09/2014 N t PA JOB No. 2078B z LLI SHEET W 0 n 7 m 00 0 N OF 13 SHEETS REVISIONS APPROVED BY: FRE RICE "W. PORTER 33448 MARIAN P. SHAW RCE 32178 DATE CONSTRUCTION NOTES O INSTALL SEWER MANHOLE O INSTALL SEWER CLEANOUT INSTALL SEWER - - - - -- - - INSTALL STORM DRAIN 0 Q� INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN - --- RIGHT-OF-WAY --- - - -EX S WR - - EXISTING SEWER - - -EX SD - -- EXISTING STORM DRAIN - - - '// - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION vw i� • H u c Lf r Ilf- a D c cz G 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 MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. PHASE 2 WOLF RIVER AVENUE tW4I STORM DRAIN SECTION N.T.S. [****-a WJ 00 X> zO Q LAJ U) it I� t} E a i 3 i P 0 't L. l � t 0 LLJ > Q 0< WO ow I-. _N_ HORIZONTAL: 1"=50' VERTICAL: 1 1$= 4' . p •s •� . .� rL - ,� . . - - - - -- - - - - . - . . 0 Q� . ,� 0 3 :: _-- - - - - -------- ---- -- - - - - --------- - - -- - ---- - - - ---�- - - - - -- > 5 (. m_ 378 * ......... ................. -- - . . . . . . . . . ---- _- - - -- . . . . . . . - . . . . . .... . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . .. ..............378 . .......... .......... ...... 111 ........... 11110 ........................................................................................... ®�.uio .............. 374.- 18 " IN V E -W_ uj J C 1'8 . . INV N -W= . . : . : : . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ... . . .374 373.14 . .373.36 - 370............ .......... ... ............................... ...... ............................... . . !� . . . .............................. . . . . . . . . . ,..� ........ .....370 'NOTE: CONTRACTOR TO VERIFY EXIS11NG . . 6� . . ��'" . • . LOCATION AND ELEVATION IN FIELD, PRIOR JO CONSTRUC TION, AND NOTIFY ENGINEER IF .THERE ARE ANY DISCREPANCIES. 3667 ........... • ............. ........... ............................ , �� ,. �- . . . . ..............,.......... b . . . .. ..........366 2 INS:TAL,L . 7.0. �... . . . . . . . . . . . . . . . . . . . . . . . c�. . . . i . . . . . . . - . . 8" PVC SEWER @ 0-.25% - lA . W1 TH PHASE 1 ��•.... s��.•......................•,.......•.... . . . . . . . . . . . . . . . . . . . . . . . . . . . .9 . . . . . . . . . . . . . . . . . .362 . . INSTALL 226± L.F.. ..... INSTALL 270± L.F.. . - - ............................'. • - INSTALL 198± L.F. .........362 I 8" PVC SEWER- @ 0.25 . . . . . . 8" - PVC SEWER -@ 0.25% . . . . . . 8. . . . PVC - SEWER- @ 0.25% . . . . . . . . . • . . . . . . • . . . . . . . . . . . . . . . . . . . . . . WITH . PI -SASE .1. . . . . . . . . . . . . . . . . . . . . . . . . WITH PHASE. I • . . . . . .WITH. PHASE .1 • . . . . . • '0 . 18+00 19+00 2 21+00 22+00 23+00 24+00 25+00 26+00 PROFILE U LW LL LL 8520 Wom CL CO 0 tY_JF- 0��_.F - -ZOz w=¢zr -zWW =o t- C0 LjL OD!Iz 0O���V zWW[i ¢ - W of = J _ z w=0WQuz.��Wj�uw m � t� � Or c)Z50 t�- aC-�►DZZU W� 0 z o��Q� =- cl viwwwwmvmz0 95 09Oapa M6Z -d wE W =w LLJ >OVm =mEL c�WZwmiR LZLIP u� =aac�' -zzu- Wi1._Z -�_ a Q§ ©CZ0 a� -za Sww Jaz> zoOCa =� --v'W. Uj ai - UQ��mzaa z0wElJw 0�z UzzO =wWQO O � .ZZrnm �Z U z aww Cw i co Ow > u577- 0 cnW� =z<ww0tn aOf rr>.pWLWW= zJO�,,,� m�.- <� ��'-- WW -mod Z_IIT: �Lu Qom= >a jOLC, W 12 ow w= w 0 �. dOCt- ©wWtA- ,i---_ u- z ? m o0 to cf) 0C, F- c�"'c"' w mm w Q IZ U ? 0; m WWUOWZ�Cal3i-- 0 E 0 r� a Q Of 1 0 0 i i 0 if ! 00 i z tiJLu 0 Of m 00 1 ` N U Z U) w (0) O cn U) od Q III FIIIIIIIIIIIIIM O a Lr) M Z �L w > oN M T_ 06 LL he Z � m N N M !11 (1) o Z N CD Z o c0 Lu NEER .K C5 Qr vyi OF y � w Z Q J 00 t � • 0 W W F�� U Q LL J 0 p w > LL! �LuD(N z -` �C�. °C W 0 Q� 0 �z<cq 0 3 :: w 0 u- 6� W Z (D > 5 (. m_ w w w'iii W uj a LLJ 00 w _j 0 0 Q LLW W � L w w NEER .K C5 Qr vyi OF y � w Z Q J 00 t � • 0 W W F�� U Q LL J 0 DATE 01/09/2014 PA JOB N0. 2078B SHEET OF 13 SHEETS p w > �LuD(N z -` �C�. °C W 0 Q� 0 �z<cq 0 3 :: -� OL z 0 v� �W� J z0` n W uj a LLJ 00 w _j 0 0 Q ��-a ow w ac ow ��< maw V)D M ®�.uio ap ®° uj J C LAJ Ot!'��`t Z 0 Sip LuWz ww -ia_ cn w a. oc ac DATE 01/09/2014 PA JOB N0. 2078B SHEET OF 13 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT ALL INSTALL SEWER ALL SEWER LATERALS ARE TO INSTALL STORM DRAIN � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH —BASIN RIGHT —OF —WAY — — — -- EX S — — EXISTING SEWER - - -EX SD - -- EXISTING STORM DRAIN —'� — — "/ — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 15 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 MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. CL INSTALL 10± L.F. 24" CL--3 RCP w /RGJ STORM DRAIN @ 0.43% WITH PHASE 1 INSTALL 179± L.F. 30" CL--3 RCP w /RGJ STORM DRAIN @ 0.10% WITH PHASE 1 INSTALL 70± L.F. 24" CL--3 RCP w /RGJ STORM DRAIN @ 0.43% WITH PHASE 4 APPROXIMATE DESIGN GRADE 'S — ABOVE STORM DRAIN 24 INV E= \ 366.10 \ 30" INV W= \ \� 366.10 6" INV S= 36" INV Nj 3+66.10 366.00 INSTALL 64± L.F. 36" CL -3 RCP W /RGJ STORM DRAIN @ 0.15% WITH PHASE 1 t000Al STORM DRAIN SECTION k1IIIoj N.T.S. 7 -7 Q .J. I G' x311 » c C 1` CONSTRUCT 8± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.50% WITH PHASE 4. BASIN FLOOR 365.5 oll lklx/ c c- Ji�.aU 0" IAI\ / AI 2`` J /U.JJ C� co LLJ (j 18" INV N= 370.65 CONSTRUCT 40± L.F. 18" CL_3 RCP w /RGJ STORM 24 INV W= / 8 SWR INV= DRAIN @ 0.25% WITH PRASE 4. JUo.`tJ c HORIZONTAL; 1 "= 50' VERTICAL: 1 " =4' � Jtit5.5/ STORM, DRAIN SECTION N.T.S. F— d VT- INSTALL 97± L.F. 18" CL -3 RCP w/ RGJ )TORM DRAIN @ 0.25% _z ,z W 6 CL ,/�\ \I J w R .o U L L- p�5o w0u) w °Uz W°w� cf) L: wz���u -��-z �nzwm zo, ' o► U)LLI �""z�3. zJsj U zwwca C-'OQRozw Lu te =-- 1�_z,m w��w <uz i W L) cj) m 0 25 0 LL 000Lu, w 2) WW6°W�Mz z z z 3: S2 3 q con- �� LLJL >_jQL) Z�t=W LLdI.Ir Z"_'� Cn1_ c3a <� f�ZtQ zwzC3 v �0z� 0��w�z - °Cr° T6o� wio,�w C. co ffioz aw zo a�a��o�z0 ;maw <Wdo Z F_ZWW0 LLJ O� Cal) �;o55mo w >_ < o �z a � �- a�w�=zO0 Z�zt3v)u.��c WW �wO��u�.���z� 0 ce W < 0 0 U ) ::)zz w Co Lu < _j w W CJ z 0 %' m ww�awz �y-cco �- --�- -c 0- F- 0°0W¢M . .�� . �. .T,��� . . Y�� o. .����� .��; �� � - - ,�� . ABOG£'STORM DkA /N AND 'S�7�R . s .�.�. _ . . . - APf'R0.1%MATE.DES /GN GRADE . _ _ _ . . ,� - - - - - -- - '---=--- = - - - =- -------------- - - - - -- — DRAIN 378 .-- T______ - -- -----—==---- --- ........................ �s ..... ti ...... ........... - . — _--- �- _-------- - - - - -- -- - .......378 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� �� .�.�� � � � � � � � � .374 �i 374 .... � ��... � � .:. .... .................................................... ..... .... ,. o:...... o .. ... .. .. - . REMOVE PLUG do �j ,, '�� ' .370.55. `K-IN WTH 370 . ��p -�. � - PHASE. 4 � �o' . - - - - - ---- -- �,�. .�,, . ..37{� ............................ .. lb . 2,4» IN — _ - 368.45 V� W= '6, c� moo,• 9� ,� . . . . . . . . . . . . . . . . . - 366 :...:. ..:...:...:...:...:...:...:...: ....:...:...: � ........................................... ......�........................ ............. ...................._.......... �.��.. .��,. � � � 366 368 07 30 "' INV W— 24" INV �_ 366.10 366..15 - ...... .. .. . .. .. .. INSTALL 1251 LF. 366.10 , 66.10. 6' �� INSTALL 100 L.F. • � � •INSTALL 3301 L. F, - - � - INSTALL 3301 L..F. � INSTALL 1001 L.F. IN.STALL.120t .L. F. 362 :...:...:.. 6`� PVC .SEWER � 1.00% . . . . . . . . . . . . . . . . • - - - . . . . . . . . . . . . . .� . .6» :PVC SEWER :C�? 1.00 . . . . . . . . . . . . . . . . . 8" PVC :SEWER. C� 0.68 %. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8„ PVC SEWER C�7 0:68 %. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6„ PVC SEWER � 1:fl0% 8" PVC SEWER @• 0.35 - .362 WITH PHAS'E'l* WITH.' PHASE 4 WITH PHASE 4 WITH PHASE 4., � � WfTH '(CHASE 'S: � � :WITH' PHASE :5' 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18+00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 23 22 .:3 co Lo 0 -0 a U 3 , co 0 N ,o V 3z co Z 0 m 00 a 0 7) es U) CID C'3 ° WM z 0) � cf) U r- n co 70 (o 0 .3c cy) Z c 4) c w ) A- Cr) co r Z N CD Ll I w Of 0 r i =G i 1 1 III LiJ Q Q CL Lij u- -r w a. Z m Z z w w L%1 ® w w w i 0 U. d. G\NEER * b/ co GO le M Q W > U 1` • z U) vJ n 1 - _..r-- ..- - - --�- — ..Y -.�._. _. - -- - - -- ,, �. � __ �: - -�. - - - - _ _ _ ___.__ . _. r- �- ---�. - - - --_ .ter, _ '' '� ,: _..._ _ . _ _ � . — � �� ��: �';. ,, ir� �° � � �'° /;