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HomeMy WebLinkAboutC2.1 - Utility PlanS LLC ADJOINLERS D NG EXISTING EXISTING CONCRETE EMERGENCY OVERFLOW WEIR (ELEV. = 883.54) OVERTOPPING ELEV. = 883.99 TREE � PRESERVATION AREA I I I ADJOILOT ALT PARKING I 5' UTILITY EASEMENT REFERRED TO IN n o 1 -�-7 P(; 593 ITEM 6, SCHEDULE B— 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 SERVICE / FIRE LINES ARE REQUIRED TO HAVE A 54" MINIMUM COVER OVER TOP OF PIPE. ALL WATER/SANITARY 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) 6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNDERGROUND CONDUIT PER UTIITY COMPANY'S SPECIFICATIONS. 7. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS AFFECTED DURING CONSTRUCTION. REFER TO THE CITY OF NOBLESVILLE 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. BUILDING REALTY COMPANY M11 AN L 11LJ AD J PARKING N G LOT 12' OF 8" SSD (CONNECT ALL EXISTING ROOF DRAINS) TRANSFORMER CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. UTILITY CONTACTS Natural Gas: Telephone: Vectren Energy AT&T Chad Miller Brian Wente (317) 776-5590 (317) 610-5540 Chad.R.Miller@centerpointenergy.com bw1917@att.com Sanitary Sewer: TriCo Regional Sewer Utility Ryan Hartman 10701 N. College Avenue, Ste. A Indianapolis, IN 46280 (317) 844-9200 ext. 203 Drainage: Carmel Engineering Alex Jordan or John Thomas 1 Civic Square Carmel, IN 46032 (317) 571-2441 ajordan@carmel.in.gov Fire Service: Office of Fire Chief, Fire Station #1 Chris Ellison Two Civic Square Carmel, IN 46032 (317) 571-2600 cellison@carmel.in.gov Streets: Carmel Street Department Dave Huffman 3400 West 131 st Street Westfield, IN 46074 (317) 733-2001 CATV: Spectrum Jason Kirkman (317) 429-6691 jason.kirkman@charter.com Water: Carmel City Utilities John Duffy 30 W. Main Street, Suite 220 Carmel, IN 46032 (317) 571-2443 Electric: Duke Energy Matthew Dayhuff 16475 Southpark Dr. Westfield, IN 46074 (317) 896-6704 Matthew.Dayhuff@duke-energy.com 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. UTILITY VALVE NOTE E ITY VALVES AFFECTED BY CONSTRUCTION SHALL BE D TO FINAL GRADE AS NEEDED TO BE FLUSH WITH PAVEMENT, SIDEWALK OR LANDSCAPE AREA. TOPOGRAPHIC & BOUNDARY NOTE ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER SURVEY DATA PROVIDED BY MILLER SURVEYING, INC.; 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. NOTE F18"OFERTICAL SERARATION E MAINTAINED FOR ALL CROSSINGS. SITE LIGHTING NOTE E NG IS NOT SHOWN ON THESE PLANS. DUITS (SITE LIGHTING & SECURITY) TO ALL SITE LIGHTING LOCATIONS. IRRIGATION NOTE SITE IRRIGATION IS NOT SHOWN ON THESE PLANS. IF SITE IRRIGATION IS REQUIRED, CONTRACTOR SHALL WORK WITH THE LOCAL WATER UTILITY TO DETERMINE THE REQUIREMENTS & LOCATION FOR THE IRRIGATION METER & SITE IRRIGATION SYSTEM. NO IRRIGATION SYSTEM SHALL BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY UNLESS APPROVAL FROM THE CITY OF GREENWOOD BOARD OF PUBLIC WORKS AND SAFETY IS OBTAINED. r NORTH 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. OWNER: HEARTLAND OIL MICHIGAN ROAD, LLC 3802 WEST 96th STREET, SUITE 110 INDIANAPOLIS, IN 46240 ATTN: GAVIN HART (317) 559-4371 ENGINEER: CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 CARMEL, INDIANA 46032 (317) 810-1677 SURVEYOR: MILLER SURVEYING, INC. 948 CONNER STREET NOBLESVILLE, INDIANA 46060 (317) 773-2644 ARCHITECT: LAMSON & CONDON ARCHITECTS ATTN: JIM BURRIS 8555 CEDAR PLACE DRIVE, SUITE 110 INDIANAPOLIS, IN 46240 (317) 559-4371 UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OR THE PROPOSED RIGHT-OF-WAY LINE. PLAN NOTES: OCONVERT EXISTING TYPE "1" OR "3" CLEANOUT TO A TYPE "2" CLEANOUT @EXISTING SANITARY SEWER LATERALS & WATER SERVICE TO REMAIN © EXISTING BICYCLE RACKS (QTY. 5). OHEAVY DUTY ASPHALT PAVEMENT SEE DETAIL 02/C10.0. 02' CONCRETE APRON w/2 BOLLARDS SEE DETAILS 04/C10.0 & 05/C10.0. NOTE REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. I C!"�CAII'l. PROPERTY BOUNDARY RIGHT-OF-WAY - - - - - - - - EASEMENT M F LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) EXISTING/PROPOSED CONCRETE -------------- E E W W G G FO W W PROPOSED HEAVY DUTY ASPHALT PAVEMENT SEE DETAIL 02/C10.0 PROPOSED STORM STRUCTURE UTILITY CROSSING (EXISTING UTILITY DEPTH UNKNOWN / CONTRACTOR TO FIELD VERIFY PRIOR TO COMMENCING WITH CONSTRUCTION) ROOF DRAIN PROPOSED ELECTRIC SERVICE PROPOSED WATER SERVICE PROPOSED GAS SERVICE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING UNDERGROUND FIBER OPTIC EXISTING WATER SERVICE EXISTING STORM SEWER EXISTING OVERHEAD UTILITY LINES EXISTING UNDERGROUND GAS LINE MARKER EXISTING UNDERGROUND GAS LINE EXISTING SEWER MANHOLE EXISTING UTILITY POLE EXISTING GUY ANCHOR EXISTING UNDERGROUND UTILITY LINES EXISTING DRAINAGE MANHOLE EXISTING CURB INLET EXISTING BEEHIVE INLET v _ Z (L �C) O �--I O Cd O +; N I� CI �A � o 1^ Q, I r) X �(n(0 LL- O Cd O > Cd :Ej ID Cd 0 00 00co ♦`��G P G L E00 44/ IS ° No ; s PE10403858 e = STATE OF o 00 o X,•° / P . �Lp I • `� °O•000Po,o•° G\ NAL DATE: 01 /07/2020 r O N wt— '� co W Q 8 O U) N 00 O a, $:^Ll O tr ^O W PROJECT NUMBER HHR.002 DRAWING NUMBER C2ml SHEET 4 OF 12 DWN BY: KPB CHKD. BY: EAG SCALE: 1 to = 20' DATE: 12 11 19