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HomeMy WebLinkAboutC5.0 - 190201UTILITY CONTACTS CATV: Natural Gas: Streets: Brighthouse Networks Vectren Energy Carmel Street Department ' Jason Kirkman Joanie Clark Dave Klingensmith (317) 632-9077 x291 (317) 776-5532 3400 West 131 st Street I jason.kirkman@mybrighthouse.com jlclark@Vectren.com Westfield, IN 46074 (317)733-2001 I Telephone: Wastewater & Water: AT&T Carmel City Utilities Electric: I Steve Krebs John Duffy Duke Energy (317) 252-4275 760 Third Avenue SW Shirley Hunter I SK4986@alt.com Carmel, IN 46032 16475 Southpark Dr. I , (317) 632-9077 Westfield, IN 46074 ' Fire Service: (317) 896-6721 Office of Fire Chief, Fire Station #1 Drainage: shirley.hunter@duke-energy.com Gary Hoyt Carmel Engineering Two Civic Square Gary Duncan or John Thomas ' C I IN 46032 1 Civil S arme, Ivlc quare ' (317) 571-2600 Carmel, IN 46032 cellison@carmel.in.gov (317) 571-2441 I gduncan@carmel.in.gov TOPOGRAPHIC & BOUNDARY NOTE \� ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN]ON TOPOGRAPHIC SURVEY, DATED 7/22/15 (JOB #: B36081) PREPARED BY SURVEYING, INC. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOTHESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION O EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. DEPENDING ON THE CONSTRUCTION SEASON, CONTRACTOR NOTE REVISION RECORD REV DATE DESCRIPTION DES BY AIDED BY MOISTURE CONTENT AND PROPERTIES OF THE _-_ NO EARTH DISTURBING ACTIVITY MAY COMMENCE SOILS ON SITE, CHEMICAL MODIFICATIONS ` WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. AND/OR LIME STABILIZATION MAY BE REQUIRED. — —755— — _ - SEE SHEET C9.0 FOR SPECIFICATIONS. 1 OB/OB/18 REV. PER INITIAL TAC REVIEW COMMENTS KPB BSC 2 09/18/18 REV. PER DUKE ENERGY/REAR PARKING/EAST SW BSC BSC 3 11/12/18 REV. PER CARMEL WATER REVIEW BSC BSC r_-756----/// _ EXISTING CONDITIONS NOTE 4 02/01/19 SEWER LATERAL ALTERNATE; C.O. INVERTS BSC BSC \-- 1J�i, �ok hOj� /It ot I CO TYPE I UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE INV=752.2 THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE I RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE I /� L DEVELOPER'S RESPONSIBILITY TO RESOLVE WITH THE UTILITY. I EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OR THE PROPOSED RIGHT-OF-WAY LINE. I LU I DRIVEWAY GRADING & UTILITY NOTE i (— Q I CONTRACTOR TO VERIFY THE DEPTH AND LOCATION OF ALL I I EXISTING UTILITIES ALONG EQUALITY BLVD. PRIOR TO COMMENCING \ Y _ CONSTRUCTION. PROPOSED DRIVEWAY CUTS MAY REQUIRE \It EXISTING UTILITY FACILITIES TO BE LOWERED AND/OR RELOCATED IN ORDER TO MAINTAIN MINIMUM STANDARDS OF COVER / VERTICAL \ SEPARATION, INCLUDING WATER, GAS, POWER, AND TELECOM. \ I \�\\�5 EXISTING UTILITIES NOTES I ABANDON EXISTING WATERLINE WITH 3\ RESTRAINED PLUG/KICKER PER REFER TO THE'EXISTING CONDITIONS & DEMOLITION PLANFOR I ' CARMEL WATER STDS. INFORMATION ON WHICH UTILITIES TO REMOVE AND/OR RELOCATE PRIOR I TO COMMENCING WITH ANY NEW CONSTRUCTION. 4" F.D.C. LINE PER CARMEL FIRE/UTILITIES STDS. I GAS SERVICE - TO BE DETERMINED BY VECTREN. RELOCATION NOT ,.. Food P 6" GATE VALVE SHOWN PENDING AN 811 LOCATE. I TELECOM SERVICE- RELOCATION NOT SHOWN PENDING AN 811 LOCATE. Y UTILITY LOCATE NOTE INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES ON AND/OR SURROUNDING THE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED IMPROVEMENTS INTERFERE WITH ANY EXISTING UTIUTY INFORMATION NOT SHOWN ON THESE PLANS. UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILMES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER ORTHE ENGINEER OF MY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2, STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS. 3 MY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACI ILLED WITH GRANULARMATERIAL. 4, ALL WATER SERVICE I FIRE LINES ARE REQUIRED TO HAVE A IST MINIMUM COVER OVER TOP OF PIPE. ALL WATERISANITARY LINE CROSSINGS MUST MAINTAIN 18" VERTICAL SEPARATION BETWEEN OUTSIDE OF PIPES PER INDIANA STATE DEPARTMENT OF HEALTH. 5 STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. (APPLIES TO COMMERCIAL ONLY) G CONTRACTOR RE SPONSIBLE TO INSTALL ALL UNDERGROUND CONDUIT PER UTILITY COMPANYS SPECIFICATIONS. 7, CONTRACTOR RESPONSIBLE FOR RESTORATI ON TO ALL AREAS AFFECTED DURING CONSTRUCTION. REFER TO THE CITY OF LAWRENCE DPW - STANDARDS FOR RESTORATION REQS. RELEASED FOR CONSTRUCRON OF PIPE ED. Subject to compliance with all regulations <YVERTICAL of state and I need EnMe City Of Centel (\�� �VT�1\DatiYWML DATE: \ 06/17/19 i EXISTING FIRE SERVICE LINE TO i� WET TAP EX.6" �� FIRE LINE w/GATE BE LOWERED DUE TO NEW ' VALVE FOR NEW 6"� STORM SEWER INSTALLATION PVC C900 PRIVATE (CONTRACTOR TO FIELD VERIFY FIRE SERVICE LINE PRIOR TO COMMENCING WITH \ CONSTRUCTION) UX \ REBAR FOUN 1g SAE GROUP(. W 1 ( _\ \ CONTRACTOR TO VERIFY ALL EXISTING i CONDITIONS, INCLUDING UTILITIES AND RELO-CATi54,, a I RELOCATE DRAINAGE INFRASTRUCTURE BEFORE EXISTING TELECOM EXISTING TELECOM COMMENCING WITH CONSTRUCTION. SITE LIGHTING NOTE CONTRACTOR TO NOTIFY ENGINEER OF i ANY DISCREPANCIES. NEW FIRE HYDRANT _-- ' 9TE LIGHTING IS NOT SHOWN ON THESE PLANS. `� 4 Equality Blvd. R2-1VEQUIRED D TO AL (SITE UalneG & SECURITY) 16 FQOUIRED TO ALL SIZE UgiRNG LOCATIONS. NORTH \7 � UT 20 0 10 20 O UT -yT � T � G / G L ( IN FEET ) LEGEND: HYi NEW D.I. SLEEVE FOR EX. 1 mm = zorc. - w—W— w T w / I -- SCHOOL BLDG. FDC LINE _ _____-_-------�\ PROPERTY BOUNDARY rl SCHOOL (-_--_---- 1 OMITS OF DISTURBANCE r I I F.D.C._ P' J ' PROPOSED CONCRETE PAVEMENT SEE DETAIL o1/CTO INSTALL NEW 6-INCH TEE, GATE UX \ EXISTING GAS SERVICE TO BE RELOCATED 1 ( VALVE, & TEMPORARY BLOW -OFF _ 1' - ( ASSEMBLY FOR TESTING/SAMPLING (T.B.D. BY VECTREN) PROPOSED CONCRETE SIDEWALK PAVEMENT ( ABANDON EXISTING WATER LINE PER >t h' EXISTING ELEC. CT CABINET 1 CARMEL WATER STDS. .J EASEMENT ` I D I' - -969- - PROPOSED CONTOUR 1 PROPOSED GYM & EXISTING SCHOOL w�. 1, DS � PROPOSED SANITARY LATERAL UNE 1 LEARNING CENTER BUILDING —w— PROPOSED WATERLINE I 1 itF.F.E.=755]0 w • PROPOSED GATE VALVE ( 131000± S.F. P Vp pAT MI 1 ( ` SE 1' G PROPOSED GAS SERVICE UNE j \ N CONNECT NEW 6" PVC C900 E PROPOSED ELECTRIC SERVICE UNE F.F.E. = 055.70 (NAVD 8� DATUM) TO EX. FIRE LINE PRIVATE FIRE SERVICE LINE 1 \ / \ w �� LS T PROPOSED TELEPHONE LINE ( i1 PROPOSED STORM SEWER I+ P V) \\ I I p- - - - - - - - - PROPOSED SUB-SURGACE ROOF DRAIN BUIL%IG NOTE t\ II ® -~I ® IF PROPOSED STORM STRUCTURE �' w 2.01 ACRES± 1 j TI PROPOSED ELECTRIC SERVICE METER 1 t REFER TO ARCHITECTURAL & I. I \ PROPOSED GAS METER OUNDATION PLANS FOR ALLit II © IIU ILDINfG DIMENSIONS. SE 111 E❑ PROPOSED ELECTRIC TRANSFORMER \ I; PLAN NOTES: J ------------- 0 LIGHT POLE FOUNDATION -T 1 N I Ii UX UTILITYWITH CROSSING 18-INCHES CLEARANCE it 4' I - /11 it 41 I CO TYPE III Itit it; \ a' EL I II i1 111 O 18 MINIMUM 18-INCH VERTICAL CLEARANCE REQ'D. BETWEEN 4 INV=751.1 1.: to / It ,1 1 litI Ill 1 11 I Ni 1 O 278i LF OF 6-INCH PVC (SDR35 ASTM-D 3034 FOR DEPTHS < 12% l w 11 II a w u L SDR26 FOR DEPTHS BETWEEN 12'-25') 0 1.04% MIN. WITH 10 Go TRACER II D EXISTING CO.._-9 WIRE ATTACHED Y1 PROP. ELEC. METER PER �_= -- 'INv. 74973 ^ ^ u'' i Oc S R A P . C N N N Q Io , DUKE ENERGY STDS. \� �^ 41 WEATHERPROOF, HORN/STROBE APPLIANCE TO BE INSTALLED ON THE r WITH I __ J EXTERIOR WALL DIRECTLY BEHIND AND IN LINE THE REMOTE FDC. -------- THE HORN/STROBE APPLIANCE SHALL BE LOCATED APPROXIMATELY 7 1, TO 8 FEET ABOVE THE FINISH GRADE AND BE CONNECTED TO THE FLOW SWITCH ON THE FIRE SPRINKLER RISER. w r It X \ ¢ POST INDICATOR VALVE ON PRIVATE FIRE LINE. TAMPER W,EWFRRES RVI NE SE r- _�� It / PIV SWITCH INDICATOR & CONDUIT REO'D. BACK TO FIRE ` - \ ANNUNCIATOR PANEL BY CONTRACTOR P �aa zctt �/ ®p BLOWDFF ASSEMBLY PER CARMEL UTILITIES STDS. \N PI • • \ F BOA IS TEMPORARY ONLY TO BE USED FOR TRiTINGIy1MPLSisWE •� \ \ NEED TO BE As%NNNED WHEN THE OVER TO NEW MAIN WHERE of pp EXISTING DOMESTIC WATER SERVICE CONNECTION TO BE ROUTED THROUGH L UX SY 1 / ^ I \ PROPOSED 30, 120/208v ELEC. _ F.F.E.=755.70 DS EXISTING BUILDING TO NEW BUILDING (REFER TO ARCH. PLUMBING PLAN) TRANSFORMER PER DUKE 4'—�+^`-�>cci / \�1 \ .�7 SE SECONDARY 36/4-VARE ELECTRIC PROVIDED BY DUKE ENERGY ENERGY SPECS. (4" CONDUITS - CITY. 2 BY CONTRACTOR) i - r I EXISTING FIRE HYDRANT TO BE REMOVED & REPLACED WITH NEW FIRE _ UX EX. PRIMARY ELE .SERVICE TO I YT HYDRANT PER CARMEL UTILITIES. RELOCATE EXISTING HYDRANT TO UX BE REUSED FOR EW SOUTHWEST CORNER OF NEW SPORTS COURT BUILDING NEAR FDC. L1 UX C \ TRANSFORMER I A IR H RANTS TO BE PRI A A D PAI TED RE OM H FA TORY ------_ x _ _____g_ t=F_=_,<_..�x==-�-T- 122t LF OF 6—INCH PVC (SDR35 ASTM—D 3034 FOR DEPTHS < 12'; 1 X Li WIREE26A FAR DEPTHS BETWEEN 12'-25') 0 1.04% MIN. WEN 10 GA TRACER \ CO TYPE III ----- _ __ FIRE PROTECTION NOTES 4 INV=749.5 r u COTYPEIII \� _—_ pnarb Me any Building Permits me slnnebaselayers Far all Streets, Dtives and EX. P L.9,ABY-ELECTRIC LINE \ a INV=]46.8t Pahl Lpletpbe Installed and Nl Water Maine and brlM1e Site Development moat be 4 EX.18"NG INVETTOB 8t EXISTING INS.-7460 WTE FITTING5BR 28PVC \ installed fro - Approved Specifications and made 5erviceeble. (EXISTINGINVFRTTO BE FIELD VERIFIED BEFORE T.c=T522= INV.=]48.83 ALTERNATEMi CANBEAPPROVEDFORDONSTRUCTI INV. =]45.45 (EXISTING INVERT TO BE FIELD VERIFIED Prior lD issuance N an building gpericiftheslonesubbasehaallbegnessed and compacted in EXISTINGFIREHYDRANT —7 11 _---------------- BEFORE EDMRUNSCAN BE canpliencaWHMfiratlapahnamspacifice0pns.Aprwfmllshall bawiNassatlbyMafire ___________________ `-i- - -SANITARY LATERAL ALTERNATE#1 APPROVED Foe corvsrRucrloN) _- d apartment or ther designee. —V— — t------------- _ 12 _---------------_ ---- ----------------- 2i LF OF 6"SDR 35 PVC@1.04%MIN. .,2_ — — — The Centel Fire DepaNnent shall be reafled 24 hours Wbr to Pe Inspection. 317-571-26D0 -- — — — - — -- — ------------------------------------------- —= OWNER/DEVELOPER: _ ____________________---------------- -r --_____-�___________--------------------__-- ---- -------------------- -- --- MIN. 3' COVER --- —t- --------------746---- ------------------------ _ L INVII =74II 2II. 0± _-L--------------------------� - __----_---- - ----- -- --7461_11 - -- -- -- -------------- -------------------------- RESTORE SWALE TO EXISTING — THE PLAY SCHOOL 15575 STONY CREEK WAY NOBLESVILLE, INDIANA 46060 ISDH NOTES (317)/8110-1760 ARCHITECT: THE PROJECT SHAINES THROUGHOUT LL BE INSTALLED WITH CURRAN ARCHITECTURE AT LEAST 54-INCHES OF COVER TO INDIA6925 E. 96th INDIANA SUITE 105 (317) 288-0 INDIANA 46250 PROVIDE PROTECTION FROM (317) 288-0681 1 FREEZING. _ _ _ _ _ __ __ — _ — — -- -— -___ _ _ —75 --- -- — CONDITION WHEN CONSTRUCTION = IRRIGATION NOTE ATM: MICHAEL LONG __ ______ --_—_—_—_-----------_--_—_N CO TYPE III _ �------_-_-_-_-_-_---- _ -- - --- ---. OF LATERAL IS COMPLETE ENGINEER: — _ 91E IPoIICATION IS NOT SHOWN ON THESE PLANS. IF 51E IRRIGATION IS REWIRED, CONTRACTOR SHALL WORK WITH THE CIVIL SITE GROUP, INC. INV=741.62 _ 1 rj j— — — — — — — — LOCAL WATER UPUTY TO DETERMINE THE REQUIREMENTS & 160 W. CARMEL DRIVE SUITE 240 EXISTINGCO. _ a.w //�a�� .p.. � xhaPafICIOYIL Vall before you ft / T — — _ _ _ _ _ —756-- EXISTING SANITARY MANHOLE T.G.=757A5 LOCATIDN FOR THE IRRIGATION METER & SITE IRRIGATION SYSTEM. CARMEL, INDIANA 46032 (317)810-1677 E--------___ UTILITY VALVE/CASTING NOTE SURVEYOR: -- INV.=7739?9t((EX8 PVC - �7 MILLER SURVEYING, INC. SE SS SS SS SS SSr 5 55 SS 55_ SS 5S- ALL UPU7Y VALVES, STORM/SANITARY CASPNGS AFFECTED BY 948 CONNER STREET EX. 8" SANITARY MAIN J JSS - _ _ _ _ _ ---- ----_- CONS RUC ON SHALL BE ADJUSTED TO FINAL GRADE AS NEEDED TO NOB ESVIL E, INDIANA 46060 _— _ _ - BE FLUSH WITH FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA. ATTN: NATHAN ALTHOUSE -' -' 317 773 2644 0 U U T7 z IL — o 0 wWz Co _Jct Q m Z0 x 0 O Wll `w M z � 0 LCa a O U) t1) U) RD > to 0�� E W E - o 1 0 1— o N DO z yo 3� x o E'" a V J`�\PN'S aCY N* 4Q'� �BTfq 1, 4A: Nor PEI091015I q , P � i�o STATE OF ' S,7 .NO I A�:)'"4� oZ' ,'000 "5/ONAL EN"E\�1 1�44aa111110 &, DATE 06/22/2018 DWN BY: KPB CHKD.BY: BSC SCALE: 1" = 20' DATE: 06 22 18 0000i 0 a >r.,// co UQot a Wz¢ ��z H —a U W I—' qi O to I: r U�v a F PROJECT NUMBER TPS.007 DRAWING NUMBER C500 SHEET 9 OF 16