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HomeMy WebLinkAbout5.2-12135 Ph 1 - 34 SEVEN OAKS BUSINESS PARK PAR C -EL MAP 12135 PHASES 13 v.�ALIFORNIA REVIEWED BY.- ASSISTANT Y:ASSISTANT PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD DATE THEODORE D. WRIGHT C 33710 APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13--30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING OF S 89'09'03" E ALONG THE SOUTH LINE OF PARCEL 3 OF PM 11838 PHASE 3 RECORDED IN BOOK 59 OF PARCEL MAPS AT PAGE 190 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. VICINITY MAP NO SCALE AKERSFIELD MING AVENUE LIST SEWER MAIN 10" SEWER ESTIMATED O FOR PLAN 18" w ry MAIN w m w F CHECK AND INSPECTION FEE CALCULATIONS. L.F. 0 L.F. 88 z cn PURPOSES. WHITE LANE 694 Q z o 0 w zuj m w 'SRU PARK 18" R.C.P. �F DRIVE Q of W 410 o� PROJECT SITE 0 m 80L7-HOJSE p dRI VE 272 L.F. 465 I 1 AIL 0 0 36" R.C.P. a 60 O 38 x 0 L.F. 42" R.C.P. STORM DRAIN 0 L.F. 244 0 J 0 PANAMA LANE O 48" R.C.P. STORM DRAIN 711 VICINITY MAP NO SCALE AKERSFIELD SEWER 6" MATERIALS MAIN LIST SEWER MAIN 10" SEWER ESTIMATED QUANTITIES FOR PLAN 18" SEWER MAIN SEWER MANHOLES CHECK AND INSPECTION FEE CALCULATIONS. L.F. 0 L.F. 88 NOT TO BE USED FOR BIDDING PURPOSES. L.F. 694 STORM DRAIN PHASE 1 PHASE 2. PHASE 3 18" R.C.P. STORM DRAIN 345 L.F. 410 L.F. 0 L.F. 24" R.C.P. STORM DRAIN 272 L.F. 465 L.F. 0 L.F. 36" R.C.P. STORM DRAIN 60 L.F. 38 L.F. 0 L.F. 42" R.C.P. STORM DRAIN 0 L.F. 244 L.F. 0 L.F. 48" R.C.P. STORM DRAIN 711 L.F. 390 L.F. 0 L.F. TYPE "A" CATCH BASINS 2 EA. 4 EA. 0 EA. STORM DRAIN MANHOLES 2 EA. 2 EA. 0 EA. STORM DRAIN JUNCTION BOXES 3 EA. 5 EA. 0 EA. OUTLET 'STRUCTURE 1 EA. 0 EA. 0 EA. SEWER 6" SEWER MAIN 8" SEWER MAIN 10" SEWER MAIN 15" SEWER MAIN 18" SEWER MAIN SEWER MANHOLES 399 L.F. 437 L.F. 130 L.F. 352 L.F. 336 L.F. 170 L.F. 0 L.F. 123 L.F. 0 L.F. 0 L.F. 88 L.F. 0 L.F. 694 L.F. 568 L.F. 0 L.F. 2 EA. 4 EA. 1 EA. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL. FREE 1-800-227-2610 AT LEAST TWO DAYS BEFORE YOU DIG HE T No. INDEX Q TITLE " SHEET CD DETAILS --GENERAL NOTES M BOLTHOUSE DRIVE PHASES 1 & 2 Cl) WINDERMERE STREET PHASES 2 & 3 O BENCHMARK COURT PHASE 1 NOTE: THIS DEVELOPMENT MAY BE CONSTRUCTED IN PHASES. LEGEND aX SHEET INDEX NUMBER ® S.S.#12 SEWER MANHOLE W/NUMBER ® MH#12 STORM DRAIN MANHOLE W/NUMBER 10 J8#12 STORM DRAIN JUNCTION BOX W/NUMBER ,0, CB#12 CATCH BASIN W/NUMBER PROPOSED STORM DRAIN a PROPOSED SEWER MAIN N a - -Ex. SD- - EXISTING STORM DRAIN --EX. S - - EXISTING SEWER MAIN JB#2 Y REMAINDER OF PARCEL "A" OF P.M.W. NO. 08-1182 CB#2 _ r r _ -- -S.S.#3 r W uj IY V) w Ld z 0 NOTE: AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. w z z 0 ui v CB 4 S.S.#4 0J8 r PARCEL 1 PM 11838-3 I N -- PARCEL 2 PM 11838-3 JB# 130L TfqpUSE D _ - 1 VE JB#7 I (n V) CB#5 CB#3 m Q MH#4 MH#2 PARCEL 2 PARCEL 3 PARCEL 1 PARCEL 1 PM 12135 PM 12135 PM 12135 PM 12135 PHASE 2 PHASE 2 PHASE 1 PHASE 2 S.S. #2 MH#3 ' I PHASE 2 s.s.#7 "JI'PHASE 3 MH#1 PARCEL 1 PM 12135 #1 PHASE 3 I PARCEL 2 ' PM 12135 C.O.B. QI-- PHASE 1 WELL SITE W \m PARCEL 3 J� PM 12135 PHASE 1 PARCEL 4 PM 12135 PHASE 1 SUMP . �����rrrirrlllilllllllll - - - - - _ - _ _ - _ J L SOUTHERN P'ACIFI'C RAILR'OAD_ -"- KEY M A P SCALE: 1"=250' v LLj oLL LL w ME00 LU 0 CO LU Z Q 4 Z w 0 CO W Q W wLu(') v) uj to oo = z rw- w a 1= D w sr 00ax-�_i0a X 0) Lu Cn LL-x—04'%00;=C„U Z W Lu Ix ww=3:-jwx zoo Lu x�Lj ����F zF-0 cAO0u-�- 9 !a 5Oz10Ow� ¢C'0o%LL, IiQ)z_ rF-- Oza�UE~'LZ~wF-0 yo Vi Lu WLLJ AV co Oaz�j aD300�(:_j F0 p=- V5 Z a)wui-�0z=a =Qo rnmzzQ �U-I— �pM Q 0 2¢§ w O 0z_ Q r`- 0ox wZT=0Lu(.)a¢ 0xzw�—zw<0w u Z m a z z z U w 0w a.MCO taUvzp0 Z ¢ _ d�0WQ0ao=~ �afwI Q< 0> ��p c�0wx 5ZQQrr Oo �Qaz>`�aoZr oaoa,Wu,I Wxw0to w¢0aZ� nmQc�i� CO ca 0 Glow <w wuwiOowZa'cai>>-�i rz-�oarx-c�o�a� rz CK w O 0 pm Z � �ZO p -- J r0z Q p 0w0w0E-0F-�- w XLLImom� v— p (� Z GJ C) .. �Zp��U)0_j Lj Q Z 0 >_ , N Lj fY3��LiZz=�►=- z Lua��¢z�mo Ld Q�U)ZX Z � �Zzwm Li +oiF-- Le ' my0 wO�_ w>- wzcr-�Oz(f)m a- z Q Q�>1— 0w L� �U-ppw rn onom OWE WZa wwo Q 0�p0F=ZO(/3 2ww .l, /1 LZ 0O u-`-Z0UU-1 n7:Dd aO}LLJ OZZW¢_J=i W pZ)-¢���Qm Lit Qd5¢ao,,- , (/) Z = Q Q ZO►-F LL. 0 L� 30�cn0nwo �LLj�z0000 00 U_1 La LLJ r>-Owi �Ow F-:2 0 a r_ 0 0 0 0r COB RECORDS No. U Z co M LO ai w W z W M Q��(0 to as X Q t1) 0 `L Z < oc m N W N 6 Z a) o %L Z N W"' Lu _ F N � Of C) O 0 ^ N �..1... ti a o, U o- dy (wr /9321 4*1 S�P� Z Q LC) -� M z� Q� 0 w l< 0�U) w pWF_ QU wQ 3: d. w U) z 0 Lu w DATE 06/18/2015 PA JOB No. 2642T SHEET OF 5 SHEETS u� a N a w �W- z w w x WWW o WLLw W LL a a ti a o, U o- dy (wr /9321 4*1 S�P� Z Q LC) -� M z� Q� 0 w l< 0�U) w pWF_ QU wQ 3: d. w U) z 0 Lu w DATE 06/18/2015 PA JOB No. 2642T SHEET OF 5 SHEETS I GEN EIRAL NOTES 1. ALL. CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, 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 2010. 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. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. _ 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICA11ONS 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 It 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. COO SEWER SPECIFICATIONS (�„_CQN'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. CO.,� STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID W 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. NQTE 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) CITY STD. No. DESCRIPTION ® SW --1 SEWER LATERAL MARKER ❑ ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ ® SW -4 MANHOLE, TYPE "A" ❑ ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ ❑ SW -6 6" CLEAN OUT Q Luo W o � i=02 oiwzza ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE ❑ SW -8 INDUSTRIAL SAND TRAP ❑ ❑ SW -10 SAND TRAP ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ ❑ SW -12 SEWER LIFT STATION VALVE BOX 19 ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ ❑ D-3 CHANNEL PROTECTION ❑ ❑ D-4 CHANNEL PROTECTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ CITY STD. No. DESCRIPTION v w LL u_ U- pq VO WOtn Z O � � W � � Z �. = F."Zo'D EW> f Q E-'�Z Q z V! z w w'6 0 p w' 1 1 1 0�� m� Q z �in2g0zE, w�o,,,iaW"'wsuQ. c7 E-- ►- � cn � a ii � � z� m0-0oouza�� n� W p�4-t=U�Z~hp LOU (6 llu vi v � zzaa0zcrim o Lu z, z-apv�t-m nO�Q�W�zoa p�zp�uaJpz> 00 X0 ZprVu�wOwOzQ �wza-_W>pNa -„�0Z�0ozzo D-6 LANDSCAPED CONSTRUCTED CHANNELS , r Z m� Q � o D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS oul UZOp-�W ZZu- W S "v � z o 0 z D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS of 0 1 w w W z z Q o D-9 PIPE SADDLE DETAIL Q a o=> D-10 SIDEWALK UNDERDRAIN pai?Ce lu aWwco Ho W a o Z >- m a OrcWi,�-c��Ov'�W D-11 DRAINAGE BASIN Q Luo W o � i=02 oiwzza f-vpa¢ D-12 CHAIN LINK FENCES D-13 CHAIN LINK GATES D-14 CATCH BASIN, TYPE "A" D-15 CATCH BASIN, TYPE "A-1" D-16 GUTTER DEPRES.S.IONS D-17 JUNCTION BOX D-18 MANHOLE, TYPE "B" D-19 DRAINAGE WELL, TYPE "B- ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ST -6 DATED 1/11/99 PAVEMENT PATCHES b _ z M rnul W z E o O N Q > UM _ T 0 0 co 75 a u) LI) a)U . UazY G,[ w m os w co otS Lu cy) Z N a FD ti LL z M W LU F. 0 ry o cfl Q 0 `V z 0 a W F- O z ryQ w z w J Q W D DATE 06/18/2015 j PA JOB No. 2642T j SHEET OF 5 SHEETS 0 r= Lu CL ILLI a u_ Lu W UJ L o O C w LL a w w LL. a o a z 0 a W F- O z ryQ w z w J Q W D DATE 06/18/2015 j PA JOB No. 2642T j SHEET OF 5 SHEETS ST ST RW 4k RW w Tz r�wa m ST Wow °ow CONSTRUCTION NOTES RW RW 20' 45' m 45' 20' a 45' RW 20' NOTE: NO CITY INSPECTItONS WILL BE GIVEN FOR WORK IN CD w = z d o o 20 45 45 20 vi . THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A w Q z ; ~'-� z o z A co 0) INSTALL SEWER MANHOLE a 5 6 w s¢ z zo w 'w" �' `n f FL STREET PERMIT WITH APPROPRIATE SECURITY AND �n = w >f- (f) O INSTALL SEWER CLEANOUT vOi 5' 7.3' FL INSURANCE HAS BEEN OBTAINED. z w w v a co 6 W Z L o - INSTALL SEWER FL FL � w "- a z co w w ��.. }, . � 5 7.2 w�=��cnxmzm O � INSTALL STORM DRAIN w o w� w� v oi-ITA-W IF ,Q W �a C'? CONSTRUCT 60± L.F. CONSTRUCT 70± L.F. 18" CONSTRUCT 70± L.F. 18" INSTALL STORM DRAIN MANHOLE CONSTRUCT 60± L.F. CONSTRUCT 70± L.F. 18" 24" CL -3 RCP w/RGJ CL -3 RCP w/RGJ CL -3 RCP w/RGJ 18" CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN @ 012% STORM DRAIN @ 0.14% STORM DRAIN @ 0.14% CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1500.06 563.43' 21'31'17" 285.07' I] INSTALL STORM DRAIN JUNCTION BOX STORM DRAIN ®0.15% STORM DRAIN ®0.14% z a Z z o � °� L w INSTALL TYPE "A" CATCH -BASIN 24 INV N= co o w o= w (%� Z PLUG STUB S25H ,HROR -- RIGHT-OF-WAY 18 INV N -S= �wQflcnwwzzo Q w m C'! PLUG 340.90 PLUG Q PLUG 341.70 PLUG STUB STUB STUB 48 INV E -W= 18" INV N= -T z o z W o o m W -- EX S- EXISTING SEWER STUB 33$.44 o o Q o z o¢ Z a 24 INV S- 18" INV N= �'' 341.04 o�zn�cwnwoz> L EX S.D- EXISTING STORM DRAIN " " 340.97 u F -''N ,� ��° " it ~' ��L 18" S.R. INV= rr F-- a F- 0o a a z a z co 18 INV S= 18 INV N= ..� 48 INV E -W= 18 S.D. INV= 341.50 ..V ,-.c.� ,. , IIF--�n t-0= /I �Ox `3�0 `sem 340.96 �O ►-O zowww� Boz¢ W i c- EXISTING EDGE OF PAVEMENT 341.79 42 INV W= 18 S.D. INV= 341.80 .� ..� = 338.90 L 341.42 tr x --�� x _o Z = o w c, Q W r T » F- Q.� �7 s� ONm `QQ ONS Ohm ~a�w� zWao� 339.70 48 INV E= 341.72 JO x � � A Li§:_3333=8 SWR INV' < w z = a w z z w aflo S.D. STORM DRAIN STATION o z 3� �O " 0 z o z o z E Z z w� a Z< 65 W o 339.20 Otnm ,gip 18 SWR INV= trjOz �riO0 �riOZ w�wwvw0gwu_ O N S.S. SANITARY SEWER STATION oz 0//18 SWR INV `'UUz 334.28 ��� ��� `��� °�wOSQ<u<-zno =zQww to 334.61 a o �M i too Z STORM RAIN SECTION 00 U Oro V z wow�z- ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. N a.wDRAINz _. z Q T o 000 STORM S SECTION -No N.T.S. ui6o uito5 y=��¢�>Jmo " A STORM RAINS ION OOz �to �� ,., N.T.S. 0 00 CO C)0 007) za0w==�Q:" ALL SEWER LATERALS ARE 6 UNLESS OTHERWISE NOTED. tri cti O + + m M + + + + + z _ c J w W, w n► N.T.S. M �-r m 0o M O tbto 6 t�t� a a O ¢ 001- czn ++ N 1* V co �d'e�uj 'std ui 4'4-C4 ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. Ir }-- T� �, + >_ 0 1 _ Z�_Q� � � r, r- waaoww mE-� >•-o x �� Q �a EXISTING RIGHT-OF-WAY PER O PARCEL 2 3 O © 00 ° > r `j' _ `�' z z - J P N ^� J ! m z � w o N ,� + !� N +�1.2 oZw041z�-pam o + o P.M. 11838 PHASE 3, P.M. PM 11838-3 iw��° I z 3=o�wzto o (n N 9 "> Q -i wU�yq 00 Lu lm N�a BK. 59, PG. 190-192. - _ - - __ ___ T - - - - - _ L - - ' ---- - �o ...000 - I - ----- OZm NtNp0 T-- z960 0 to to -5 -0 �� 0 PARCEL 1 wo, --�= p c6cfl PM 11838-3 "'-"' cn rn rn 43+30.30 �I 0 co co � N � p � d D � D 48 0 -� � 49- - - -EX S.D- - -- oz80 0 r-ro �, � 0 43 �-j-. `s -- ----Ex S ---- 1tj ©0 M M N ifl cfl� 49+30.84 41 00000 k Ca / W w A, �� CL D >-C1 11 ` �f +c; 6' OI o �� 66 a� �� ► in - � O �I -sl PARCEL 1 PARCEL 2 CITY OF BAKERSFIELD _ - - - - i 3$ � - o P M 12135 L2 WATER WELL SITE - - - O N � � e PARCEL 3 + N PM 121350 } BENCHMARK ZF-U�cn00i' p _ N Q w w w w o 0_1 _ w Q a m W i a <1001 !zc =wz U ii zz���zo�W ¢moo _u �Ozfn 0 v? X :,_ Q I] INSTALL STORM DRAIN JUNCTION BOX STORM DRAIN ®0.15% STORM DRAIN ®0.14% z a Z z o � °� L w INSTALL TYPE "A" CATCH -BASIN 24 INV N= co o w o= w (%� Z PLUG STUB S25H ,HROR -- RIGHT-OF-WAY 18 INV N -S= �wQflcnwwzzo Q w m C'! PLUG 340.90 PLUG Q PLUG 341.70 PLUG STUB STUB STUB 48 INV E -W= 18" INV N= -T z o z W o o m W -- EX S- EXISTING SEWER STUB 33$.44 o o Q o z o¢ Z a 24 INV S- 18" INV N= �'' 341.04 o�zn�cwnwoz> L EX S.D- EXISTING STORM DRAIN " " 340.97 u F -''N ,� ��° " it ~' ��L 18" S.R. INV= rr F-- a F- 0o a a z a z co 18 INV S= 18 INV N= ..� 48 INV E -W= 18 S.D. INV= 341.50 ..V ,-.c.� ,. , IIF--�n t-0= /I �Ox `3�0 `sem 340.96 �O ►-O zowww� Boz¢ W i c- EXISTING EDGE OF PAVEMENT 341.79 42 INV W= 18 S.D. INV= 341.80 .� ..� = 338.90 L 341.42 tr x --�� x _o Z = o w c, Q W r T » F- Q.� �7 s� ONm `QQ ONS Ohm ~a�w� zWao� 339.70 48 INV E= 341.72 JO x � � A Li§:_3333=8 SWR INV' < w z = a w z z w aflo S.D. STORM DRAIN STATION o z 3� �O " 0 z o z o z E Z z w� a Z< 65 W o 339.20 Otnm ,gip 18 SWR INV= trjOz �riO0 �riOZ w�wwvw0gwu_ O N S.S. SANITARY SEWER STATION oz 0//18 SWR INV `'UUz 334.28 ��� ��� `��� °�wOSQ<u<-zno =zQww to 334.61 a o �M i too Z STORM RAIN SECTION 00 U Oro V z wow�z- ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. N a.wDRAINz _. z Q T o 000 STORM S SECTION -No N.T.S. ui6o uito5 y=��¢�>Jmo " A STORM RAINS ION OOz �to �� ,., N.T.S. 0 00 CO C)0 007) za0w==�Q:" ALL SEWER LATERALS ARE 6 UNLESS OTHERWISE NOTED. tri cti O + + m M + + + + + z _ c J w W, w n► N.T.S. M �-r m 0o M O tbto 6 t�t� a a O ¢ 001- czn ++ N 1* V co �d'e�uj 'std ui 4'4-C4 ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. Ir }-- T� �, + >_ 0 1 _ Z�_Q� � � r, r- waaoww mE-� >•-o x �� Q �a EXISTING RIGHT-OF-WAY PER O PARCEL 2 3 O © 00 ° > r `j' _ `�' z z - J P N ^� J ! m z � w o N ,� + !� N +�1.2 oZw041z�-pam o + o P.M. 11838 PHASE 3, P.M. PM 11838-3 iw��° I z 3=o�wzto o (n N 9 "> Q -i wU�yq 00 Lu lm N�a BK. 59, PG. 190-192. - _ - - __ ___ T - - - - - _ L - - ' ---- - �o ...000 - I - ----- OZm NtNp0 T-- z960 0 to to -5 -0 �� 0 PARCEL 1 wo, --�= p c6cfl PM 11838-3 "'-"' cn rn rn 43+30.30 �I 0 co co � N � p � d D � D 48 0 -� � 49- - - -EX S.D- - -- oz80 0 r-ro �, � 0 43 �-j-. `s -- ----Ex S ---- 1tj ©0 M M N ifl cfl� 49+30.84 41 00000 k Ca / W w A, �� CL D >-C1 11 ` �f +c; 6' OI o �� 66 a� �� ► in - � O �I -sl PARCEL 1 PARCEL 2 CITY OF BAKERSFIELD _ - - - - i 3$ � - o P M 12135 L2 WATER WELL SITE - - - O N � � e PARCEL 3 + N PM 121350 } BENCHMARK Fh 0 PM 12135 F- N PHASE 1 u iY W PHASE 1 - _ tt z l c� 5 `• " a COURT �F-Z = O w 1 ,.r U) I G�NEER z z a a i 6 ,�a� N PHASE 2 0 \ SEE SHEET 5 Xo z ST D z i ` w x c� v �,, D n o¢ x w ( o w z nRCEL 2 A.F-Z m v 3 00 2 RW w t.L_ EXISTING O .}I r:-. X0 O PM 12135 w wo O •'z coo tr . f DRAINAGE BASIN M V) / f y a° J `� v w w "00 45 25 `x r� 4 PHASE 2 o � II i i z 00 I TO BE ! '� LA ST a= F•- z a M o -=r K'd + w SS�'S'� 5' 6' i co o a w OA ~ �zz - Ov 3 r vwi c�s,d' a t� - r i I t SEE PM 12135 0 Z EXPANDED, S o 4k R W -,Cl tr O - 00 `�' O to PARCEL 1 45 20 `:)+ 00, 00 ± _ +� O� _ J GRADING PLAN o�b�l SSP 00 S� �c lr_\ / F- `'a;� PM 12135 �ri� tr .» d- a d - tri o S.D. JB#8 14' vi P 83ir �, PHASE 2 © 5' 23.5' +vi N� as \ FL a tri cwn � � � APPROXIMATE DESIGN GRADE N 12,4)^ ` M 0 ±�; m PHASES 1 & 2 ABOVE STORM DRAIN V J o06 0 O CONSTRUCT 69± L.F. 18" l-tn tnx *NOTE: CONTRACTOR TO REPAIR/REPLACE GL -3 RCP w/RGJ INSTALLATION OF NEW STORM DRAIN PIPE. �._ ct;m = _ � EXISTING SUMP FENCE IF DAMAGED DURING �- \ ��; z STORM DRAIN @ 0.14%BOLTIHOUSE DRIVE INSTALL 101± L.F. 48"� 00+2 CL -3 RCP W/RGJ x� J ♦ ) z F" 3� c�i^ STORM DRAIN @ 0.10% ,, (,J,� V �� Lo w PLUG 2 It �'' �� ��� rN w STUB (EXISTING �� w _ �' ��� -� lk re) (n toxz " .N_ A BASIN FLOOR Z C\j W V) O z �� N�E " T�,,, 18 INV N= " �� -337.7 -,.. 48 INV E -W= / 341.65 �jiL 48 S.D. INV= „ ,NJ II ov .� ��a 48 INV W- N CONSTRUCT OUTLET STRUCTURE 00� 339.05 SQLS 18" S.D. INV= 338.38 SS8 S,\ 338.37 �$$ ��■ w '1. • t o 341.58 S 3 PER C.O.B. STD. DWG. D-11 M 00 S HORIZONTAL: 1"=50' _ 18" SWR INV=ty " ^ �� 0 00� 334.45 VERTICAL: 1"=4' 18 SW333 71 i.�.� 00m 0- toma. STO� STORM DRAIN S CTION RM DRAIN SECTION INSTALL lot L.F. 48 " 00+ �o N.T.S.L-3 RCP w/RGJ STORM D RAIN On N.Y.S.7 Q ®0.09% +vi iR INSTALL 170± L.F. 42" INSTALL 185± L.F. 48" INSTALL 184± L.F. 48" INSTALL 247± L.F. 48" INSTALL 314± L.F. 48" W n(n to I-----CL-3 RCP w/RGJ STORM DRAIN-- (-----CL-3 RCP w/RGJ STORM DRAIN--�-�---CL-3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN it m 0 n IIzO It�-M Its- @ 0.08% IIr--<t IIF -M @ 0.08% 11 F-� 00.08% IIF -m uF-to rli-- � tl�- tv@ 0.08% rte- V .,� o tW •••v k..0 .-.v .-.v � .mac) qk 1_ � .-.0 a r- co @ 0.08% II t-- n u t-- m r ? �. W� CL fY w _J x w= w -i = x --r x -•r O x w tl d -' CL a -' x0 w J x J w x x H J F- F- F- F-- N h- r . 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N N v . . . . . . . . . . . . . . . . . . . . . 0 0 co N t- I "' -' t ac°o U n o � rn F 0 � � � w 354 Q W m w• 00 c o w 00 00 z 0o 0o x 00.00 z �-; ca z o o z o cr o d rl w. ty a. w z. d rn o .d V• o ,� z w i R m . t!i u y w CD tD O cD •t6 w (6.(6 s O u7 cfl O ' to cV t0 0i � 0 h � - c� O. w Z Z O t=- - C) tA 00 tq m L} ••� pr) Pr) -� V �. tf) to � to A3 00 00 �. m 000 - . a) � Oj o o �• � M +00- + + + + + •+ 0 -f-•+ + -}, + + + + � + + tq ± + m �i . r j '{' + + -}. + + + t1+D �i� . M . . . . . . . . . . - to nn M M {!') . M M M M GD . . . . . . . M .M C] . . . . . . . . . . . . . . . . . . . . . . �c CD { - ,d. -.a. k5 .d- LiJ . `} N. s1� it .� - ¢ D. .rt 0) CL Ui V1 to t!1 to O vi 2� tri• 00 D O Ci t!j o ci Wo - p p 1'y 10, s� 350: . . : . . . : . . . . to 0. : o . : . . . : . . . : . . . : . . . : . . . . . o . . : . APPRO,�'/MATE DES/GN GRAD". o . : . . . : . . . : . . . : . . . : o. : . N : . : ... : . . . : . . . : . . . : . . : . . . : . . . : .-------_-_---_ -_�� - -- : - ---: _ V) wc� �� �`�----. - o ��� N_� : . w 0 tii . iri :tri OI/E SEINER & -� _ STORM DRA/N MAIN : N �� � : : : : : -- ----- -------------------------------;y ------------------------------- ----- tri ----- : 50 � 3 W �---- •--------------------------- - --- -- - - - ��` �j �X :NOTE: CONTRACTOR SHALL VERIFY : : y o -•� 346 . . . . . .. . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . LOCATION R TO'P ELEVATION OF EXISTING . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . :346 °' . - .STUB PRIOR TO'P'HASE 2• • �i • CONSTRUCTION. i 0 342:.. :...................... :... ... ..............:.......:........................24'INVS=::...:...:.............,........................ ......... ....... 18" INV N -S= "18" INV`S= , 340.7Q M 18 INV S= „ _ = „ 24 INV S- 341.70 34T.55 36 INV N 34"1.34 • 341.40 18 lN�J S= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24"• tNV- N= . . . . . . . . . . . . . . . . . . . . . . 339.70 . . . . . . . . . . . . . . . . ..340.94. . . . 5 „` 42`' INV W= 340:90 '4$" 1NV338.70 : F 339.70 •48" INV' E= 2 S 48 INV E- W= N 33$ . . . . . . . . . . . . `9. 339.84. . . . . . . , . 6'n 339.20 . . . . . . . . . . . . . . . . . . . . . . . . . . . .339.Q5. . . . . . . . . . . . 48" INV E -W=: . 8„ tlVl/ $� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8A INV E-Vd=. 4. I......... ........33$ 533'tiL 338.90 338.31 55� . Sz5 .y\ ` 61• �� �� .338. 4. 338.38 . . . . . . . . . . . . � . . . . . . . . . . . . s� 3s �$ �y\• . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . � ��� . . . . . . . . . . $ ��. rEXISTIN'G:18" SEWER �:.� :...:...:...:...:...:...:...:......:...:...:...:...:... :..... :. ...:. . .. .. . : . . .:...334: .... .............. . . . ._ N o W �L ���, �%G �� ��• �,� NOTE: CONTRACTOR• SHALL VERIFY LOGAT{ON .AND ELEVATION OF : o` . ^�' °` : �R F : : : : : : .. : : : : : : : : : : : : : : :. .. : : : : .. : : : : EXISTING STUB PRIOR TO ANY -CONSTRUCTION, ALSO VERIFY POSITIVE �. : : N �,"� • •� o . �.� *• `� �� DATE 06/18/2015 _ � - - a• - - - - 'SLOPE• FROM* MANHOLE PRIOR ;TO' CONNECTION TO EXISTING STUB: *IF �,� - ^��' y^� POSITIVE SLOPE DOES NOT EXIST, REPLACE -STUB TO MANHOLE. ,�ti PA JOB No. 2642T 330... INSTALL 171± L.F. INSTALL 386± L.F. INSTALL 246± L.F. INSTALL 458± L.F. SHEET �8'' PVC SENVEf2 ®0.09% . 18'f PVC SEWER- 6 :O.Q9%. " INSTALL 88± L.F. 18 PVC. SEWEF� @ 0.09% 1$ PVC SEWER @ 0.09% E : l 5" PVC SEWLR @ 0.11% 0 L E 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 N SEWER --STORM DRAIN PROFILE N N OF 5 SHEETS �•`' rW- IY Lli LL N Q w w w w o 0_1 z = J w w Q a m W i a Fh 0 PM 12135 F- N PHASE 1 u iY W PHASE 1 - _ tt z l c� 5 `• " a COURT �F-Z = O w 1 ,.r U) I G�NEER z z a a i 6 ,�a� N PHASE 2 0 \ SEE SHEET 5 Xo z ST D z i ` w x c� v �,, D n o¢ x w ( o w z nRCEL 2 A.F-Z m v 3 00 2 RW w t.L_ EXISTING O .}I r:-. X0 O PM 12135 w wo O •'z coo tr . f DRAINAGE BASIN M V) / f y a° J `� v w w "00 45 25 `x r� 4 PHASE 2 o � II i i z 00 I TO BE ! '� LA ST a= F•- z a M o -=r K'd + w SS�'S'� 5' 6' i co o a w OA ~ �zz - Ov 3 r vwi c�s,d' a t� - r i I t SEE PM 12135 0 Z EXPANDED, S o 4k R W -,Cl tr O - 00 `�' O to PARCEL 1 45 20 `:)+ 00, 00 ± _ +� O� _ J GRADING PLAN o�b�l SSP 00 S� �c lr_\ / F- `'a;� PM 12135 �ri� tr .» d- a d - tri o S.D. JB#8 14' vi P 83ir �, PHASE 2 © 5' 23.5' +vi N� as \ FL a tri cwn � � � APPROXIMATE DESIGN GRADE N 12,4)^ ` M 0 ±�; m PHASES 1 & 2 ABOVE STORM DRAIN V J o06 0 O CONSTRUCT 69± L.F. 18" l-tn tnx *NOTE: CONTRACTOR TO REPAIR/REPLACE GL -3 RCP w/RGJ INSTALLATION OF NEW STORM DRAIN PIPE. �._ ct;m = _ � EXISTING SUMP FENCE IF DAMAGED DURING �- \ ��; z STORM DRAIN @ 0.14%BOLTIHOUSE DRIVE INSTALL 101± L.F. 48"� 00+2 CL -3 RCP W/RGJ x� J ♦ ) z F" 3� c�i^ STORM DRAIN @ 0.10% ,, (,J,� V �� Lo w PLUG 2 It �'' �� ��� rN w STUB (EXISTING �� w _ �' ��� -� lk re) (n toxz " .N_ A BASIN FLOOR Z C\j W V) O z �� N�E " T�,,, 18 INV N= " �� -337.7 -,.. 48 INV E -W= / 341.65 �jiL 48 S.D. INV= „ ,NJ II ov .� ��a 48 INV W- N CONSTRUCT OUTLET STRUCTURE 00� 339.05 SQLS 18" S.D. INV= 338.38 SS8 S,\ 338.37 �$$ ��■ w '1. • t o 341.58 S 3 PER C.O.B. STD. DWG. D-11 M 00 S HORIZONTAL: 1"=50' _ 18" SWR INV=ty " ^ �� 0 00� 334.45 VERTICAL: 1"=4' 18 SW333 71 i.�.� 00m 0- toma. STO� STORM DRAIN S CTION RM DRAIN SECTION INSTALL lot L.F. 48 " 00+ �o N.T.S.L-3 RCP w/RGJ STORM D RAIN On N.Y.S.7 Q ®0.09% +vi iR INSTALL 170± L.F. 42" INSTALL 185± L.F. 48" INSTALL 184± L.F. 48" INSTALL 247± L.F. 48" INSTALL 314± L.F. 48" W n(n to I-----CL-3 RCP w/RGJ STORM DRAIN-- (-----CL-3 RCP w/RGJ STORM DRAIN--�-�---CL-3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN it m 0 n IIzO It�-M Its- @ 0.08% IIr--<t IIF -M @ 0.08% 11 F-� 00.08% IIF -m uF-to rli-- � tl�- tv@ 0.08% rte- V .,� o tW •••v k..0 .-.v .-.v � .mac) qk 1_ � .-.0 a r- co @ 0.08% II t-- n u t-- m r ? �. W� CL fY w _J x w= w -i = x --r x -•r O x w tl d -' CL a -' x0 w J x J w x x H J F- F- F- F-- N h- r . O F-- O = . r•- _ _ t' O U . �. U tY to r- 1 �-� �o -r f5o Y f5o o F- r o F-0 o0 x r� J O q`'� O to O O cn m (p V) O bin m O cn m O to m Oto = :- N ``�.� i>o in `� O z m p O 0 (n m O to m o z w v) 0 oz m oz oz:c oz 0z oz oz coz 3 z oz = o z 0 z t< tpV) caOz �o0 coOZ L60Z L60Z `n0Z HOZ coo no 3 u)oz Oz O z O z mtn I- ..�L ..0 ? < .,iU .,.ICJ < .. ,o 0 •,.. U O LC) O �.0 `-'U � z ..0 j z ..0 P C) � U O ��i U O X Z_ 354. oo c� tn.......... w CO 0o m v . . . . . . . . . . . . . . . . . . . rr r r ca . . . . . . . . . . . . . . . . . . . . . . . N N v . . . . . . . . . . . . . . . . . . . . . 0 0 co N t- I "' -' t ac°o U n o � rn F 0 � � � w 354 Q W m w• 00 c o w 00 00 z 0o 0o x 00.00 z �-; ca z o o z o cr o d rl w. ty a. w z. d rn o .d V• o ,� z w i R m . t!i u y w CD tD O cD •t6 w (6.(6 s O u7 cfl O ' to cV t0 0i � 0 h � - c� O. w Z Z O t=- - C) tA 00 tq m L} ••� pr) Pr) -� V �. tf) to � to A3 00 00 �. m 000 - . a) � Oj o o �• � M +00- + + + + + •+ 0 -f-•+ + -}, + + + + � + + tq ± + m �i . r j '{' + + -}. + + + t1+D �i� . M . . . . . . . . . . - to nn M M {!') . M M M M GD . . . . . . . M .M C] . . . . . . . . . . . . . . . . . . . . . . �c CD { - ,d. -.a. k5 .d- LiJ . `} N. s1� it .� - ¢ D. .rt 0) CL Ui V1 to t!1 to O vi 2� tri• 00 D O Ci t!j o ci Wo - p p 1'y 10, s� 350: . . : . . . : . . . . to 0. : o . : . . . : . . . : . . . : . . . : . . . . . o . . : . APPRO,�'/MATE DES/GN GRAD". o . : . . . : . . . : . . . : . . . : o. : . N : . : ... : . . . : . . . : . . . : . . : . . . : . . . : .-------_-_---_ -_�� - -- : - ---: _ V) wc� �� �`�----. - o ��� N_� : . w 0 tii . iri :tri OI/E SEINER & -� _ STORM DRA/N MAIN : N �� � : : : : : -- ----- -------------------------------;y ------------------------------- ----- tri ----- : 50 � 3 W �---- •--------------------------- - --- -- - - - ��` �j �X :NOTE: CONTRACTOR SHALL VERIFY : : y o -•� 346 . . . . . .. . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . LOCATION R TO'P ELEVATION OF EXISTING . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . :346 °' . - .STUB PRIOR TO'P'HASE 2• • �i • CONSTRUCTION. i 0 342:.. :...................... :... ... ..............:.......:........................24'INVS=::...:...:.............,........................ ......... ....... 18" INV N -S= "18" INV`S= , 340.7Q M 18 INV S= „ _ = „ 24 INV S- 341.70 34T.55 36 INV N 34"1.34 • 341.40 18 lN�J S= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24"• tNV- N= . . . . . . . . . . . . . . . . . . . . . . 339.70 . . . . . . . . . . . . . . . . ..340.94. . . . 5 „` 42`' INV W= 340:90 '4$" 1NV338.70 : F 339.70 •48" INV' E= 2 S 48 INV E- W= N 33$ . . . . . . . . . . . . `9. 339.84. . . . . . . , . 6'n 339.20 . . . . . . . . . . . . . . . . . . . . . . . . . . . .339.Q5. . . . . . . . . . . . 48" INV E -W=: . 8„ tlVl/ $� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8A INV E-Vd=. 4. I......... ........33$ 533'tiL 338.90 338.31 55� . Sz5 .y\ ` 61• �� �� .338. 4. 338.38 . . . . . . . . . . . . � . . . . . . . . . . . . s� 3s �$ �y\• . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . � ��� . . . . . . . . . . $ ��. rEXISTIN'G:18" SEWER �:.� :...:...:...:...:...:...:...:......:...:...:...:...:... :..... :. ...:. . .. .. . : . . .:...334: .... .............. . . . ._ N o W �L ���, �%G �� ��• �,� NOTE: CONTRACTOR• SHALL VERIFY LOGAT{ON .AND ELEVATION OF : o` . ^�' °` : �R F : : : : : : .. : : : : : : : : : : : : : : :. .. : : : : .. : : : : EXISTING STUB PRIOR TO ANY -CONSTRUCTION, ALSO VERIFY POSITIVE �. : : N �,"� • •� o . �.� *• `� �� DATE 06/18/2015 _ � - - a• - - - - 'SLOPE• FROM* MANHOLE PRIOR ;TO' CONNECTION TO EXISTING STUB: *IF �,� - ^��' y^� POSITIVE SLOPE DOES NOT EXIST, REPLACE -STUB TO MANHOLE. ,�ti PA JOB No. 2642T 330... INSTALL 171± L.F. INSTALL 386± L.F. INSTALL 246± L.F. INSTALL 458± L.F. SHEET �8'' PVC SENVEf2 ®0.09% . 18'f PVC SEWER- 6 :O.Q9%. " INSTALL 88± L.F. 18 PVC. SEWEF� @ 0.09% 1$ PVC SEWER @ 0.09% E : l 5" PVC SEWLR @ 0.11% 0 L E 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 N SEWER --STORM DRAIN PROFILE N N OF 5 SHEETS L.� Z C6 CURVE TABLE I,0 ST CONST_RUCI N NOTES CURVE I RADIUS LENGTH DELTA TANGENT� IX W0'w po RW © Ct 1500.00' 340.37' 13=00'05" 170.92' aax��v.a'"'C7 r 45' 0 INSTALL SEWER MANHOLE :�X � zZ6ac9!w, 2uiQ 25� ::s ego [(� i Lit.. _r II3 20' INSTALL SEWER = U, 00w ao~Z L- ¢ W �. � W N M WWza¢ Z� Offip W p g z c. w¢ 0 0 'd CL ttoo--aizpa 11 N zOZW�+�aOzQ pa Z �-' M W w ZaF W>Q�x aWUz INSTALL STORM DRAIN ZWZZO uU-.. Z W1F3--�U<0WCo o ui wq�-wjUvpOw� N W W J W ®INSTALL STORM DRAIN MANHOLE ¢ p Q a = F cna�QU>�� 5' � C6 cv E CLvi w ® INSTALL STORM DRAIN JUNCTION BOX MIVf ++� z � U>_,]10--W1 ca)(D v INSTALL TYPE "A" CATCH -BASIN , m 1- - -- RIGHT-OF-WAY ZC� CONSTRUCT 60± L.F. 24" _EX S-- EXISTING SEWER j U CL -3 RCP w/RGJ --EX S.D EXISTING STORM DRAIN 8.5 5'-- ( 0 STORM DRAIN @ 0.12% EXISTING EDGE OF PAVEMENT �.���.�. ion S.D. STORM DRAIN STATION oo PLUG c� o+o 354 STUB S.S. SANITARY SEWER STATION :...:...:. us w 24" INV W= . ....v7'ci :. :.. :...:...:. 341.80 PARCEL 1 PM 12135 PHASE 3 341.73 STORM DRAIN SECTION CONSTRUCT WITH PHASE 2 o" orn �u') n+ InIn LO M+o v)-VJ FJHASES2&3 HORIZONTAL: 1"=50' VERTICAL:- 1"=4' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLES.S. OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" UNLESS. OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ❑1 CONDUIT FOR FUTURE OIL PIPELINE FACILITIES TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS. NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONSTRUCT 40± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.15% ar I,0 W u LL LL aamp m0J ■ z0%6 Wczw¢ V w`nwtow2<F"p ~z z 4 O '_ M a- I- �z Za IX W0'w po r_O J a. a_ 0 W Jcl3Xmzw _Z L- 2 N C9h� v=i�0owZ �w�tna0oo� W M aax��v.a'"'C7 V r-- tom",` LLQ c0 QWoo �6zmW 0 t7 :�X � zZ6ac9!w, 2uiQ 25� ::s ego [(� i Lit.. _r II3 OCL mW�Wvpi�wl="c�no m U, 00w ao~Z L- ¢ W �. � W N M WWza¢ Z� Offip W p g z c. w¢ 0 0 'd CL ttoo--aizpa 11 N zOZW�+�aOzQ pa Z �-' M W w ZaF W>Q�x aWUz �. � NCO ZWZZO uU-.. Z W1F3--�U<0WCo 4m co wq�-wjUvpOw� N W W J W 0 ¢ p Q a = F cna�QU>�� Lt � C6 cv E CLvi w ,auw � °Q MIVf ++� z � U>_,]10--W1 ca)(D - u , m 1- F�o-FQ-8p= 6t-UQa¢2 ZC� U- ++inn 'o`•n 9 ...;...; j U O w 8.5 5'-- ( 0 a m �.���.�. ion c oo ;.._; ;... �co.........rp c� o+o 354 N _ ... : :...:...:. us w ... . ....v7'ci :. :.. ar ISO W u LL LL aamp m0J ■ z0%6 Wczw¢ V w`nwtow2<F"p ~z z 4 O '_ M a- I- �z Za IX W0'w po Ci .T o J a. a_ 0 W Jcl3Xmzw _Z L- 2 N C9h� v=i�0owZ �w�tna0oo� W M aax��v.a'"'C7 V r-- tom",` LLQ c0 QWoo �6zmW 0 t7 :�X � zZ6ac9!w, 2uiQ 25� ::s ego [(� i Lit.. _r II3 OCL mW�Wvpi�wl="c�no m U, 00w ao~Z L- ¢ W �. � W N M WWza¢ Z� Offip W p g z c. w¢ 0 0 'd CL ttoo--aizpa 11 N zOZW�+�aOzQ pa Z �-' M W w ZaF W>Q�x aWUz �. � NCO ZWZZO uU-.. Z W1F3--�U<0WCo 4m co wq�-wjUvpOw� N W W J W 0 ¢ p Q a = F cna�QU>�� Lt � C6 cv E CLvi w ,auw � °Q MIVf ++� z � U>_,]10--W1 ca)(D - u r`w3m0 ¢�OUWZZO�W � >°- 1- F�o-FQ-8p= 6t-UQa¢2 ZC� S.D. INV=/ff CONSTRUCT 30± L.F. 18" 341.96 CL -3 RCP w/RGJ STORM DRAIN @ 0.17% 18" INV E=\ 18" INV W= 342.0024" INV N -S= 341.99 18" INV E -W= 341.44 8" SWR INV= 341.94 335.71 STORM DRAIN SECTION ^N.t S. WINDERMERE STREET INSTALL 74± L.F. 42" CL -3 RCP w/RGJ STORM DRAIN - INSTALL 261± L.F. 24" INSTALL 84± L.F. 24" @ 0.08% INSTALL 38± L.F. 36" CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN l_ @011% - -1 @0.12% 1 1% @0.11% ISO II- N V) 3l*_N n 1- N I " - nt-M n� n�-NLj II x C9 11 C9 O oZ= J a. a_ �" 1 p a. J w W w C x I- �� -� f-- Z t7 tf3 m ocn o _ o o ocn O - as �.0 rL 0�iCi: ) C7 Z � U-iol;,o Q � Q 'n O i O to Z Cfl Q th Q 4m co MLo� I Q t[? � W L- b -Q 0 liJ Lt � C6 cv ry O CLvi w H ++�J3 MIVf ++� z 0 - u m v 1- *' 1- '� ZC� . ++inn 'o`•n 9 ...;...; j o© ++N. .:O� ...; _ ..;.. ++�' 00co3W ++? r- r- �?cDca�O..... ++.o o �.���.�. ion c ;.._; ;... �co.........rp ; "�`r' n. ,n'n:vi . �� N o+o 354 N _ ... : WINDERMERE STREET INSTALL 74± L.F. 42" CL -3 RCP w/RGJ STORM DRAIN - INSTALL 261± L.F. 24" INSTALL 84± L.F. 24" @ 0.08% INSTALL 38± L.F. 36" CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN CL -3 RCP w/RGJ STORM DRAIN l_ @011% - -1 @0.12% 1 1% @0.11% CONSTRUCT 40± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.115% 36" INV N= }---_______,540.40 CONSTRUCT 30± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.17% 18"INV E_ �INV 341.96 42" INV S= 341.95 18" S.D. INV= 339.90 341.91 18" INV E -W= 10" SWR INV= i341.90 335.47 LM STORM DRAIN SECTION ^' N.T.S. Q 0 N a. m a k W = W 0 J ca w w lu IU t Lu > 3 LL a Q a c a I I i F -- N DATE 06/18/2015 N PA JOB No. 264" SHEET 0 0- E N V' N P// 1. OF 5 SHEETS J�w�q II- N V) 3l*_N n 1- N I " - nt-M n� n�-NLj II x C9 11 C9 O oZ= J a. a_ �" 1 p a. J w W w C x I- �� -� f-- Z '*cn�� Mz ocn!=� oz: ovn o oz = ocn o _ o o ocn O - as �.0 rL 0�iCi: ) C7 Z `o; U � U-iol;,o Q � Q 'n O i O to Z Cfl Q th Q 4m co MLo� I Q t[? � W �o� M a31 D � �� co to � 0 �- f,'-- � •- I U ~ co d" �! '- U m In t7 - 354 r -co H ++�J3 MIVf ++� z tf>tD fr Z d d Z 1- *' 1- '� . ++inn 'o`•n 9 ...;...; ; -';tom toi v; ++N. .:O� ...; _ ..;.. ++�' 00co3W ++? r- r- �?cDca�O..... ++.o o �.���.�. ion ;.._; ;... �co.........rp ; "�`r' n. ,n'n:vi . �� N o+o 354 N _ ... : :...:...:. us w ... . ....v7'ci :. :.. :...:...:. a7' o a o ----_—___—,.� ; ; . . ; vi v5 . . . . . . . . . . . . . . . . . . . . . : 350 ........... .:...;...:...;...;...:...:. ;...:...:...; ; :...:..... 3_1 .: ......... ..... . ..................:350 346 ............: .................... :... :...:...:...:... :...:... - : — -----� — — ...:. ;...:. ...... ............... ............. 346 342 ; ...:...:... :...:...:........... :...:. �� : ; ........... . ... :...:...:...: :...:. :. ll 18" INV E --W=; .... ................... .342 24"• INV N --=E= 1B N - = . . . . . . . . . . . . . _ . . . . 341'.73 24" IIyV N -S= 42" INV S= 341.94 . . . . . . . . . . . . . . . . . . . . .. . . . . . .341.44 . . . . . . . . . . 339.9fl . 24'. INV S-=;36" INV S� 338 ... ; 341.34 �42" INV N -E= 36"* INV N=. 340:44. . . . . . . . . . . . . . . : �. .,\ : ./..; � f �� 3. . ..4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :338 NOTE% 'CONTRACTOR SHALL -VERIFY 'LOCATION' ANB ELEVATION �ix ; . . .... . . . .. . . . . . . . . . . .. y OF: EXISTING STUB PRIOR T0: PHASE 3 CONSTRUCTION, ALSQ . . . . . . ' ' ' ' . • • . • • • . . . • . . . 334 VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO `�� ; �s'� �0' .CONNECTION' TO' EXISTING' STUB: IF' POSiT1VE' SLOPE DOES : . : Ni, b 3 �s, 3s�s' NOT EXIST, REPLACE :STUB TO MANHOLE. : �' 33 '`- 49,9 - :...: 334 ..... ............. ...... 330: INSTALL 235± L.F.. 8" PVC SEWER @ 0.50% ' INSTALL 271 t L.F. $" PVC .0.35%; . . . ! INSTALL 123± L -.F. " .. . . . . .. . . . . . . . . . . . . . ... . . . . . . . . .. . . . . . . SEWER @ 7 0 PVC SEWER @ ;0.19% 52+00 53+00 .. . 54+00 ... .: 55+00 56+00 : ..... .. 57+00 58+00....... . ' ' ' • • 330 59+00 SEWER -STORM DRAIN PROFILE CONSTRUCT 40± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.115% 36" INV N= }---_______,540.40 CONSTRUCT 30± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.17% 18"INV E_ �INV 341.96 42" INV S= 341.95 18" S.D. INV= 339.90 341.91 18" INV E -W= 10" SWR INV= i341.90 335.47 LM STORM DRAIN SECTION ^' N.T.S. Q 0 N a. m a k W = W 0 J ca w w lu IU t Lu > 3 LL a Q a c a I I i F -- N DATE 06/18/2015 N PA JOB No. 264" SHEET 0 0- E N V' N P// 1. OF 5 SHEETS D J V�3G1 -J_� ^� �Z Z z F�-�=w Z ocn0 —► mw m I_ io Z PARCEL 1 ©Z = �' 0 V_ wa PM 12135 ui©Z -' tto6lcn PARCEL 1 PHASE 1 �Q < + PM 12135 �E,; 00 0 °' PHASE 3 a0 oo o `n ++ + ; + "' l / / 1 S 812814$„ E 10+8cl 725 I 10+12.00 PARCEL 4 (� — - - ' w PM 12135 n PHASE 1 I PARCEL 3 ' PM 12135 PHASE 1 tt O Q 0 ou n ate. OLO 'q- z app +a N+ 0s mco O L4 i? `� + cn cn 0 ( i BE CURVE TABLE CURVEJ RADIUS LENGTH DELTA TANGENT Cl 500.00' 75.)6' 08 37'25" 37.70' a x 12�O Oto m N I V o Q"OTHODSEDRI o SEE SHEET , m3 NA� N�� lv) n i+Mo i 34' 34' 11, vi vi i I i i i 6'$' U 11' 90'' 34' (n —o Z LO N i U C9 OW 'w OR w=ow wmv CL L7'O OUSE 00 + z E DRI VE SHEET ~ m 3 (fi i2 3 N vi to �Z��w�_pRoa + i wawz>pU` Svxi6 (vn� "' Z cu o � < m N W O \ PARCEL BOUNDARY, TYP. Zo Q Ltt F• ¢ LiJ CJ 0. _Z ^ r/ (D � PARCEL 2 , 0' PM 12135 �►-zw�!¢-vmcs�w O CO It PHASE 1 LJ.� O o o CL 4-j _F 0 Zi (3 O p 6� 0 © O co Oq > 0- z_Lu o>=m�-��nOm_ co m �w Z f N� CN �M0 PHASE 1 o � co CL n -- _ 0 �uio CURVE TABLE CURVEJ RADIUS LENGTH DELTA TANGENT Cl 500.00' 75.)6' 08 37'25" 37.70' a x 12�O Oto m N I V o Q"OTHODSEDRI o SEE SHEET , m3 NA� N�� lv) n i+Mo i 34' 34' 11, vi vi i I i i i 6'$' U 11' 90'' 34' (n 34'O 11' Z LO N i U C9 OW 'w OR w=ow wmv CL L7'O OUSE 00 + z E DRI VE SHEET ~ m 3 (fi i2 �iw�WQwajvQ v zz wTz 6m O vi to NCHMARK COURT INSTALL 152±-- L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 00-14% INSTALL 195± L.F. 24" CL -3 RCP w/RGJ STORM DRAIN HORIZONTAL: 1"=50' VERTICAL: 1"=4' INSTALL 77± L.F. 24 - CL -3 RCP w/RGJ STORM DRAIN INSTALL 60± L.F. 36" -3 RCP w/RGJ STORM DRAIN 00.10% ......................... ..... ... K) :vTjw - --- 350 ----_ _ : 0 'C6 APPROXIMA TE DESfGN GRADE o - 0 ^ yz ��__ . __ -_ • _ . ��? ABOVE SEWER. & STORM DRAIN MAIN cn �� 349. � vi o � Zvi � : o : gym ~-___-_--' ��$ � � _"' _ ai ... . 350 --- ----__ ................V - - -- 346:...:...:.. :...: 18`' INV N- . . . 346 342.67 18" INV S -E i$" INV E- W= . . . . . . . . . . . . . . . . . . 342.46• ------ — 342.27 342:...:...:. Y.......... 1 24" INV 'N= ................... 342 \��p• 341:.96 24" INV N -S= . . . . . . . . . . . . . . 341.77 36" INV N- . . . . . .. 24' tNV S= 339.717 338. 8� 340.70 . . . . . . . . . . . . . . . . . . . . . ���5. A'I'L 48 INV E -w= .36" INV S= �*5g� .339, \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 338.70 339.76 :...•...:.. :. - � ys.• :338 \� ....... Sir - 334;...:...:.. :...:.......:......... .:...:...:...:...:.. - � - 8y . 3 INSTALL 144 3± L.F.L.F: : .: .. : . INSTALL •281± -L.F. 33405 . . . . .6. .PVA .SEWER . 1.50 . . 8" PVC SEWER �' 0.50 ' �? INSTALL 71t L.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8" PVC -SEWER @ 0.35 330:...: ...:...:.......................:...:... :...: = : : 9+00 101+00 11+00 z 2+00 .................................:...:... 13+00 14+00 15+00 SEWER—STORM DRAIN PROFILE CONSTRUCTION NOTES ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS. OTHERWISE NOTED. INSTALL SEWER MANHOLE ALL SEWER LATERALS ARE 6" UNLESS. OTHERWISE NOTED. INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WIT INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF H SEWER MR ® INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2,25' MIN. - 7' MAX. OF COVER AT THE PROPERTY T GUTTER � INSTALL STORM DRAIN JUNCTION BOX LINE. ED INSTALL TYPE "A" CATCH -BASIN MPROVIEM NT FUTUPLANS OIL PIPELINE FACILITIES TO BE CONSTRUCTED PER STREET RIGHT -OF --WAY _EX S EXISTING SEWER —EX S.D. EXISTING STORM DRAIN -/// EXISTING EDGE OF PAVEMENT S.D. STORM DRAIN STATION S.S. SANITARY SEWER STATION CONSTRUCT 17± L.F. 18" CL --3 RCP w/RGJ STORM DRAIN @ 0.117. PLUG STUB ---- 18" INV E= 342.31 ;ONSTRUCT 27± L.F. 8" CL -3 RCP w/RGJ TORM DRAIN Q 0.14% 18" INV E -W= 342.27 CONSTRUCT 17± L.F. 18" 18" INV E -W=\ 342.29 �� 18" INV E -W CL --3 RCP w/RGJ 24 INV N -S= 342.31 STORM DRAIN © 0.117 341.77 18" S.D. lNV= 342.29 8" SWR INV= 338.65 STORM DRAINS TION ST RW PLUG STUB 18" (NV W= 342.33 CONSTRUCT 17± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.11 8" SWR INV= 339.62 STORM DRAIN SECTION N STA S.D. 11+07.43 N.T.s. 4STRUCT 45± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.13% PLUG STUB LO c\j -q- U w°wyztw-2¢r"u-Q Co N LO N O t9 C c� OW 'w 06 06 w=ow wmv N .t- zr- wwoaPop_ < V 0' = oo 06 O T1 to N X �iw�WQwajvQ v zz wTz 6m O LJ 06 ( Q c/) LLL �Z��w�_pRoa N wawz>pU` Svxi6 (vn� "' Z cu ,iTso0�gzzLj_ t�i r z z w Q O O m < m N W O w z�m-oz> W N M �J N O Zo Q Ltt F• ¢ LiJ CJ 0. _Z ^ r/ (D � LLJ MZRzzrtWcQd W UOa6arwWQo9w tc- is �►-zw�!¢-vmcs�w O CO L LJ.� O Q:1 o CL 4-j _F 0 6� W O � > 0- z_Lu o>=m�-��nOm_ co m �w Z f C� 0 Z -- _ ;ONSTRUCT 27± L.F. 8" CL -3 RCP w/RGJ TORM DRAIN Q 0.14% 18" INV E -W= 342.27 CONSTRUCT 17± L.F. 18" 18" INV E -W=\ 342.29 �� 18" INV E -W CL --3 RCP w/RGJ 24 INV N -S= 342.31 STORM DRAIN © 0.117 341.77 18" S.D. lNV= 342.29 8" SWR INV= 338.65 STORM DRAINS TION ST RW PLUG STUB 18" (NV W= 342.33 CONSTRUCT 17± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.11 8" SWR INV= 339.62 STORM DRAIN SECTION N STA S.D. 11+07.43 N.T.s. 4STRUCT 45± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.13% PLUG STUB c/ ) z r .J cy) LLJ CL r^ z t--- < w ul.. c) ry 2F < =n ry 0 0 U c/) n z� Q -0 U a z L W M cD W 0 3 v � V 0 0 Cifi r 0 I Ln a I N �r Q) N V) 0 z N 55 N > LuN DATE 06/18/2015 PA JOB No. 2642T SHEET 0 E N N OF 5 SHEETS w a W p p Z0�aWQ U w°wyztw-2¢r"u-Q Co affiaz `—`'Zoz M cmno�x-wzm>�cnQ O t9 C c� OW 'w a W z w=ow wmv O N zr- wwoaPop_ < V 0' CD �.� 't3 Q2t<_ Fr z �ir o 2 oZC w O T1 to N X �iw�WQwajvQ v zz wTz 6m O LJ 06 ( Q c/) LLL �Z��w�_pRoa N wawz>pU` Svxi6 (vn� "' Z cu ,iTso0�gzzLj_ t�i r z z w Q O O m < m N W O w z�m-oz> W N M �J N O Zo Q Ltt F• ¢ LiJ CJ 0. _Z ^ r/ (D � LLJ MZRzzrtWcQd W UOa6arwWQo9w tc- is �►-zw�!¢-vmcs�w O CO 0?nf°F-°-wzz,—�� wawwQ� ow LJ.� O %W'¢'<Uamo z_,O>-Ou.(mwTT wUOQ o CL 4-j _F S'z9 5a J6u'� m LL, Lu O w > J D > 0- z_Lu o>=m�-��nOm_ co m �w L cou,OW z_.,zzQm W W 0 O w z' w>~ xz�crzo�"'�� E -r 00 r 0 0 N a. W LLUJm U UJ _ W C7 m w w 0cow "3 LL cif0 LL a 0 a NEER * 6' c/ ) z r .J cy) LLJ CL r^ z t--- < w ul.. c) ry 2F < =n ry 0 0 U c/) n z� Q -0 U a z L W M cD W 0 3 v � V 0 0 Cifi r 0 I Ln a I N �r Q) N V) 0 z N 55 N > LuN DATE 06/18/2015 PA JOB No. 2642T SHEET 0 E N N OF 5 SHEETS