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Home My WebLink AboutC001 TITLE SHEETCONSTRUCTION PLANS FOR LINK OFFICE SUITES (FORMERLY KNOWN AS ONYX OFFICE SUITES) 10255 COMMERCE DRIVE CARMEL, IN 46032 C001TITLE SHEETw180330-C001 titleNO SCALE PROJECT LOCATION PROJECT LOCATION LOCATION MAPAREA MAP PROJECT BM - HCBR 281 Brass disk set in Northeast wingwall of Conspan three-sided arch bridge structure (Str. No. 281) crossing 96th Street over Crooked Creek. ELEV.871.54 (NAVD 88) SITE TBM Northeast Bonnett bolt of fire hydrant located North of the intersection of Commerce Drive and Retail Parkway. ELEV.889.45 (NAVD 88) BENCHMARK INFORMATION Part of the Northeast Quarter of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the southwest corner of said Northeast Quarter; thence North 88 degrees 44 minutes 27 seconds East 891.36 feet along the south line of said Northeast Quarter (basis of bearings per West Carmel Center, per plat thereof, recorded as Instrument Number 200300041665 in the Office of the Recorder of Hamilton County, Indiana) to the east right-of-way line of Commerce Drive and the southeastern corner of Block F of said West Carmel Center; thence North 18 degrees 40 minutes 12 second West 540.73 feet along said east right-of-way line to a rebar at the POINT OF BEGINNING at the western corner of a Pond Easement described in Instrument Number 200000050549, on file in the Office of said Recorder, the following nine (9) course are along the southwest and west lines of said Pond Easement; 1) thence North 85 degrees 42 minutes 37 seconds East 36.58 feet to a rebar; 2) thence North 43 degrees 33 minutes 22 seconds East 54.09 feet to a rebar; 3) thence North 55 degrees 31 minutes 24 seconds East 66.08 feet to a rebar; 4) thence North 47 degrees 22 minutes 27 seconds East 110.00 feet to a rebar; 5) thence North 35 degrees 27 minutes 49 seconds East 50.04 feet to a rebar; 6) thence North 05 degrees 40 minutes 17 seconds East 31.36 feet to a rebar; 7) thence North 20 degrees 40 minutes 57 seconds West 166.73 feet to a rebar; 8) thence North 47 degrees 45 minutes 04 seconds West 98.63 feet to a rebar; 9) thence North 44 degrees 22 minutes 03 seconds West 96.54 feet to 58" diameter rebar with a cap stamped "Structurepoint - 0094" set (hereafter referred to as "set rebar"); thence South 52 degrees 55 minutes 30 seconds West 266.26 feet to a set rebar on said east right-of-way line of Commerce Drive, the following three (3) courses are along said right-of-way line; 1) thence South 36 degrees 06 minutes 42 seconds East 36.27 feet to a rebar; 2) thence southeasterly 242.02 feet along a curve to the right having a radius of 795.00 feet and subtended by a long chord having a bearing of South 27 degrees 23 minutes 26 seconds East and a length of 241.08 feet to a rebar; 3) thence South 18 degrees 40 minutes 04 seconds East 119.53 feet to the POINT OF BEGINNING. LAND DESCRIPTION PLANS PREPARED FOR DB KLAIN CONSTRUCTION, LLC 2159 GLEBE STREET, SUITE 200 CARMEL, IN 46032 TELEPHONE: (317) 846-9992 CONTACT PERSON: DAVID B. KLAIN EMAIL: DAVID@DBKLAIN.COM 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6.IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0225G, DATED NOVEMBER 19, 2014. 13.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14.THIS SITE DOES CONTAIN A WETLAND CATEGORIZED AS PEM1C AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP VIEWED JULY 2018. GENERAL NOTES DESIGN DATA EXISTING ZONING:B-5 ZONING OVERLAY: N/A TOTAL ACREAGE:2.73 ACRES NET ACREAGE:2.73 ACRES BUILDING COVER RATIO:14% BUILDING SQUARE FOOTAGE: 16,512 SQUARE FEET IMPERVIOUS COVER RATIO: 56.40% SETBACKS:15' FRONT, 5' SIDE, 15' REAR W S N E CITY OF CARMEL PLANNING ONE CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 ANGIE CONN / RACHEL KEESLING TEL: 317/571-2417 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 JOHN THOMAS / ALEX JORDAN TEL: 317/571-2441 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 JIM BLANCHARD TEL: 317/571-2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON TEL: 317/571-2600 CARMEL CITY UTILITIES (WATER) 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2443 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 GREG HOYES TEL: 317/776-8495 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280-1098 RYAN HARTMAN TEL: 317/844-9200 DUKE ENERGY 100 S. MILL CREEK ROAD NOBLESVILLE, IN 46062 JESSICA HERRINGTON TEL: 317/776-5365 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE, INDIANA 46060 TEL: 317/776-4495 VECTREN ENERGY 16000 ALLISONVILLE ROAD P.O. BOX 1700 NOBLESVILLE, INDIANA, 46060 JOANIE CLARK TEL: 317/776-5532 AT&T 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 STEVEN KREBS TEL: 317/252-4275 OPERATING AUTHORITIES PLANS PREPARED BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: MARK THORPE, RLA EMAIL: THORPEM@WEIHE.NET REVISIONS AND ISSUESPart of the NE/4 of Section 7, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW18.0330PREPARED FOR:10255 COMMERCE DRIVEPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:MLTDESIGNED BY:DWG NAME:PROJECT NO.:W18.0330DATEBY03.31.2019MLTDATE:RLWKnow what's below. before you dig.Call R LINK OFFICE SUITESSUBMITTAL TO CARMEL ADLS/DP09.21.2018MLTSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMREVISED FOR TAC COMMENTS11.21.2018MLTREVISED FOR TAC COMMENTS12.05.2018MLTREVISED FOR TAC COMMENTS01.02.2019RLWREVISED FOR TAC COMMENTS01.08.2019RLWREVISED SANITARY SEWER LATERAL03.13.2019RLWFINAL CONSTRUCTION PLANS03.31.2019RLW03.31.2019 CITY OF CARMEL STANDARD NOTES 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT 2.THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. 3.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 TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 4.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 5.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 6.CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT -OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL BY THE CITY. 7.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. I-465I-465I-465 US-421 W 96TH STSHELBORNE RD106TH ST W 116TH ST E SYCA M O RE ST US-421 106TH ST WALNUT CREEK RDWALNUT CREEK DR NOR T H W E S T E R N D R COMMER C E DRCOMMERCE DR RET AI L P K W Y C A RW I N I O N W A Y TREBAH CIRNORTHWESTERN DR BOSLOE DRSheet List Table Sheet Number Sheet Title C001 TITLE SHEET C050 EXISTING CONDITIONS C100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 C101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2 C102 STORMWATER POLLUTION PREVENTION PLAN PHASE 3 C103 SWPPP SPECIFICATIONS C104 SWPPP DETAILS C105 SWPPP DETAILS C200 SITE PLAN C201 SITE DETAILS C202 SITE DETAILS C300 GRADING PLAN C301 GRADING PLAN C400 MAINTENANCE OF TRAFFIC PLAN C600 DRAINAGE PLAN C601 STORM SEWER PLAN AND PROFILE C602 STORM SEWER DETAILS C603 STORM SEWER DETAILS C800 UTILITY PLAN C801 UTILITY DETAILS C900 SPECIFICATIONS C901 SPECIFICATIONS L100 LANDSCAPE PLAN L200 LANDSCAPE DETAILS CARMEL DETAILS