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HomeMy WebLinkAboutC5.0.Utility Plan (V2)UTILITY CONTACTS Natural Gas: Vectren Energy Chad Miller 1 (800) 990-1930 (new service) Chad.r.miller@centerpointenergy.com Sanitary Sewer: TriCo Regional Sewer Utility Ryan Hartman 10701 N. College Avenue, Ste. A Indianapolis, IN 46280 (317) 660-6604 Drainage- Carmel Engineering Alex Jordan or John Thomas 1 Civic Square Carmel, IN 46032 (317) 571-2441 gduncan@carmel.in.gov Telephone - AT&T Steve Krebs (317) 252-4275 SK4986@att.com Fire Service - Office of Fire Chief, Fire Station #1 Gary Hoyt Two Civic Square Carmel, IN 46032 (317) 571-2600 cellison@carmel.in.gov Streets: Carmel Street Department Dave Klingensmith 3400 West 131 st Street Westfield, IN 46074 (317) 733-2001 UTILITY CROSSING NOTE CONTRACTOR TO FIELD VERIFY SIZE, DEPTH, AND MATERIAL OF ALL EXISTING UNDERGROUND UTILITIES AT EACH PROPOSED CROSSING PRIOR TO COMMENCING WITH CONSTRUCTION. RELOCATION OF EXISTING UTILITIES MAY BE REQUIRED. C \ CATV: Brighthouse Networks Jason Kirkman (317) 632-9077 x291 jason.kirkman@mybrighthouse.com Water: Carmel City Utilities John Duffy 760 Third Avenue SW Carmel, IN 46032 (317) 632-9077 Electric: Indianapolis Power & Light Company Rodney Johnson 1230 W. Morris Street Indianapolis, IN 46221 (317) 261-5047 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 UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY 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. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. ALL WATER MAINS TO HAVE 60" MINIMUM COVER OVER TOP OF PIPE. 5. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. (APPLIES TO COMMERCIAL ONLY) 6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNDERGROUND CONDUIT PER UTILITY COMPANY'S SPECIFICATIONS. 7. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS AFFECTED DURING CONSTRUCTION. REFER TO THE CITY OF CARMEL STANDARDS FOR RESTORATION REQ'S. 8. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AT ANY PROPOSED CROSSING AND PROVIDE EXISTING TOP OF PIPE ELEVATIONS WITHIN 10 DAYS OF NOTICE TO PROCEED. PROVIDE CONCRETE CRADLE AS REQUIRED FOR ANY VERTICAL SEPARATION LESS THAN 18 INCHES. CONTRACTOR PERMIT(S) NOTES 1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2. CONTRACTOR RESPONSIBLE TO OBTAIN ALL R/W PERMITS FROM INDOT & PROVIDE TRAFFIC CONTROL AS NEEDED. TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN ALTA/NSPS/TOPOGRAPHIC SURVEY PREPARED BY CENTRAL STATES CONSULTING, LLC. DATED 04/11 /2017; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 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 UTILITY INFORMATION NOT SHOWN ON THESE PLANS. Aqua Swirl Aqua �wirr� Rim=883.42 Rim=883.77 I nv(Bottom)=877.42 Inv(W)=879.45 2.2' Standing Water Inv(E)=879.5 Aqua Swirl Inv(S)-879.52 Rim=883.48� Inv(W/S/E)=879.63 D / D D Inlet J Rim=883.43 15" Inv(W)=879.73 Aq irl- Inv(E)=879.68Rim=883.66 i Inv(Bottom)=877.5E 2.1' Standing EXISTING UNDERGROUfi FIBER/ELEC./TELECOM i NORTH 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. REVISION RECORD REV DATE DESCRIPTION DES BY APP BY 1 09/13/19 REV. PER CARMEL & TRICO TAC REVIEW COMMENTS KPB BSC PLAN NOTES: ` U \ Drainage Rim=883.0 -A Inv(N/S)=8, ` phalt) \ \ \ Inv(E)=878.. \ 15" RCP ((\ / \ Curb Inlet \ (n :P �� Rim=882.39 Q(asphalt) � Inv(W)=879.09 Inv( -cS78.92 \ -\ Inl. SS D \ ,, R i rr, �G'. 42 Inv(! � 8.96 \ �\ ` \ EXISTING \ \\ \ \ TELECOM \ PEDESTALS PRIMARY 30 ELECTRIC TRANSFORMER BY IPL - CONDUITS/BOLLARDS/CONC. PAD BY CONTRACTOR (FINAL TRANSFORMER LOCATION T.B.D. BY IPL ENGINEER) \ \ \ \s pQ SECONDARY 30/4-WIRE PROVIDED BY IPL TO CT CABINET - 4 CONDUITS 6"Cury / \ \ / / (QTY. 2) BY CONTRACTOR \ \ \ \ Inlet' (asphalt) `\ \ \ \ \ Rim=883.78 \ \ Inv(N)=880.28 \ \ Inv(E)=880.23 \\ \ \ \ POSSIBLE 16h�D I. WATER MAINCROSS 6"Curb \ \ \ \ 6 VERIFYI PRIOR TO COMMENCING A / /� j j j y� j i / ` EX. CONC. END SECTION \ � E / / / \ �\� ` INV.=875.52 (W - 30" RCP) WITH CONSTRUCTION) i� / \ \ CONNECT TO EX. SAN. MH PER TRICO \ \ \ \ STDS. (REMOVE/REPLACE MH STEPS \\ \(grass) \ /�a� 6/1a� / ��/ e ` 1Y4" CONDUIT FOR \ \ --- AS - NEEDED) INV.-871.2t \\ i �/ / e SITE LIGHTING \ `��- 30 � (CONTRACTOR TO FIELD VERIFY PRIOR Alt � - TO COMMENCING WITH CONSTRUCTION) / \\� k E �/ EX 30„ � \ \� oU\ , / e e \ A \ D �`- EXISTING POND "E" D o C�EPN NORMAL POOL = 874.0 \ \ a \ / 100-YR STAGE = 881.14 \ E � 1Ya" CONDUIT FOR / EXISTING TRICO SANITARY MH (MR-41) \ T.C.=884.02 \ \ \ L C INV.=870.72 (N-10" PVC) \ INV.=870.82 (S-10" PVC) '\ \ i INV.=870.87 (W-10" PVC) IV.=871.2f (E-NEW 6" PVC LATERAL) \ r \ 7! L \ EXISTING FIRE HYDRANTS \ \ EXISTING GAS MAIN \ 1 / i \__l �� \ (TO BE FIELD VERIFIED BY CONTRACTOR \ \ \ \ \ PRIOR TO COMMENCING WITH CONSTRUCTION) \ (con re e) ' \ \ \Curb � 0 \\ \ EXISTING TELECOM CABINET & TELECOM PEDESTAL \�\ TELECOM CONDUIT(S) \ J \ \ 4 CONDUITS (QTY. 2) \ \ \ \ BY CONTRACTOR \ \ Know whaft 11x SITE LIGHTING�GP \ \ \ \ \ \\ ��\ \ \ s��P ..' WATER SERVICE LINE TAP w/ \ \ \� � \ �\ :..... �^ CURB STOP VALVE & FULL \ \ \ \ \ \ �1 CIRCLE CLAMP PER CARMEL \\ \ \ G1 UTILITIES STD CW4-1 \ \ \\ \\ \� UX o= \ \ \ \ I71P 'N \ 6% b \ Q \ \ � r6„ Cu � \ \ O \ CONNECT TO EXISTING GAS MAIN \ (CONTRACTOR TO FIELD VERIFY \ \ SIZE/DEPTH/LOCATION PRIOR TO COMMENCING WITH CONSTRUCTION - T.B.D. BY VECTREN) \ o NOTE: EXISTING ABANDONED GAS SERVICE arl LINE EXISTS - CONTRACTOR TO FIELD VERIFY'n-i inv�JV)=� \ (15' �c cre \ Drai ge MH \ \ Rim- 82.94 \ NN Call before you dig, \ \ \ 0 \ \\ � \ I \ \ \\ y \ \ �w5 y °c \ Inlet \c� \ � ! .78 IAG 25 \Z \ �\ R P) \ D 2 \C rb � \ .. fit,.. �F` t / 1Y4" CONDUIT FOR SITE LIGHTING 0040001* 160 WEST CARMEL DRIVE SUITE 240 REFER TO ARCHITECTURAL & CARMEL, INDIANA 46032 FOUNDATION PLANS FOR ALL (317) 810-1677 BUILDING DIMENSIONS. ARCHITECT: 3 �m C� c`' G° L \ �eehive Inlet \ Rim=881.25 \ Inv(NE)=878.10 \ EX. STORM MH T.C.=883.35 INV.=876.48 (N - 30" RCP) IN \ \ INV.=876.46 (E - 30" RCP) \ \ EXISTING ELECTRIC INV.=877.50 (W - 18" RCP) = ) \ \ SWITCHGEAR BOX •. .. .J ---------- ----- - \ _-�- 1 \ 6" urb _ _ _ _EXISTING UNDERGROUND \. FIBER/ELEC./TELECOM \ F_ 24 Curb \ \ \� I / / (asphalt) \ ��nlet \ I ��,[♦ j \\ Rim=882.22 Inv(W/S)=877.32 E \\ \ \IN �► \ OWNER: 1Y4" CONDUIT FOR � -o SITE LIGHTING nIet VALVOLINE INSTANT OIL CHANGE 24" Roll Curb j Rim= 2.64 \\ \ Attn: RICHARD GALLEGOS, P.M. w Inv(SW/E)=877.59 \� NE WAY LEXXIN TON,100 LIKY 40509 / \\ (972) 202-6674 / Inlet A Rim=877.28 ENGINEER: SANITARY LATERAL NOTE 877.28 NOTE CIVIL SITE GROUP, INC. 140111 O LIGHT POLE FOUNDATION. SEE POLE FOUNDATION DETAIL ON SHEET C7.0 1" INTERIOR SET METER ASSEMBLY WITH INTERNAL RPZ BACKFLOW PREVENTION PER CARMEL UTILITIES STDS. CONTRACTOR TO VERIFY ADEQUATE PRESSURE & FLOW PRIOR TO COMMENCING WITH CONSTRUCTION. 6" SANITARY SEWER LATERAL SDR 26 PVC ®1.04% MIN. SLOPE WITH TRACER WIRE PER TriCo STANDARDS. (TRACER WIRE REQUIRED ON TOP OF LATERAL FROM THE BUILDING CLEANOUT TO THE DOWNSTREAM CONNECTION POINT) UTILITY CROSSING (CONTRACTOR TO FIELD VERIFY SIZE/DEPTH/MATERIAL OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION) RELOCATE IF NECESSARY 1000 GALLON EXTERIOR OIL/WATER SEPARATOR. SEE DETAIL ON SHEET C7.1. TOP OF CASTING = 885.0f (S); 884.75f (N) INFLUENT INV.=880.90, EFFLUENT INV.=880.73 SAMPLING STRUCTURE BY MCCREARY CONCRETE PRODUCTS PER TriCo STDS. TOP OF CASTING = 884.7t, INFLUENT INV.=880.64f, EFFLUENT INV.=880.14f SEE "24-INCH SAMPLING STRUCTURE" DETAIL ON SHEET C7.1 (SHOP DRAWINGS MUST BE SUBMITTED & APPROVED BY C.T.R.W.D.) PROPERTY BOUNDARY PROPOSED SANITARY SEWER LINE W PROPOSED WATERLINE G PROPOSED GAS SERVICE LINE E PROPOSED ELECTRIC SERVICE LINE T PROPOSED TELEPHONE LINE ® PROPOSED STORM SEWER ® PROPOSED STORM STRUCTURE © PROPOSED GAS METER BANK E❑ PROPOSED ELECTRIC SERVICE METER PRIMARY 3 0 ELECTRIC TRANSFORMER BY IPL - LEI CONDUIT/BOLLARDS/CONC. PAD BY CONTRACTOR. (FINAL TRANSFORMER LOCATION T.B.D. BY IPL ENGINEER) ® PROPOSED GATE VALVE CU PROPOSED CONDENSING UNIT (T.B.D. BY OWNER) EXISTING CONDITIONS NOTE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. UTILITY VALVE NOTE ALL UTILITY VALVES AFFECTED BY CONSTRUCTION SHALL BE ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA. 3000 psi CONCRETE CESO, INC. Attn: ANDY McLOUD BOTTOM OF TRENCH 175 MONTROSE WEST AVE. IF IT WILL BE NECESSARY TO RELOCATE EXISTING R R I GAT I O N NOTE SUITE 400 UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL AKRON, OHIO 44321 (937) 401-3824 BE THE RESPONSIBILITY OF THE DEVELOPER. ALL SITE IRRIGATION IS NOT SHOWN ON THESE PLANS. IF SITE IRRIGATION IS REQUIRED, CONTRACTOR SHALL WORK WITH THE SURVEYOR: UTILITY POLES SHALL BE LOCATED WITHIN ONE -FOOT LOCAL WATER UTILITY TO DETERMINE THE REQUIREMENTS & CENTRAL STATES CONSULTING, LLC. OF THE PROPOSED RIGHT-OF-WAY. LOCATION FOR THE IRRIGATION METER & SITE IRRIGATION SYSTEM. 23-B N. GREEN STREET BROWNSBURG, INDIANA 46112 (317) 858-8662 Attn: DONALD MOSSON 4 Perspective View -earth cut away \ 0 To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE U z a 1- C� O I O UO 00 Z� r- �N U) L� a� r�^o V _ i 0) � W E O _ U Q) E 00 V � ♦♦ �� ...... 100 , OAS' ° ° N9 s e PE10910647 e = STATE OF o DATE: 07/17/2019 DWN BY: KPB CHKD. BY: BSC SCALE: 1 " = 20' DATE: 07 17 19 PROJECT NUMBER VIOC.001 DRAWING NUMBER C500 SHEET 9 OF 16