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Home My WebLink AboutC010.0 - TITLE SHEET#PZ-2024-00062 DP/ADLS NO SCALE PROJECT LOCATION PROJECT LOCATION LOCATION MAPAREA MAP CITY OF CARMEL STANDARD NOTES DESIGN DATA EXISTING ZONING B3 ZONING OVERLAY US421 OVERLAY TOTAL ACREAGE 1.15 ACRES NET ACREAGE 1.15 ACRES BUILDING COVER RATIO 7.00% BUILDING SQUARE FOOTAGE 3,499 SQUARE FEET IMPERVIOUS COVER RATIO 67% DISTURBED AREA 1.03 ACRES W S N E CITY OF CARMEL PLANNING ONE CIVIC SQUARE CARMEL, IN 46032 ANGIE CONN / ALEXIA LOPEZ TEL: 317/571-2417 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 JOHN THOMAS / ALEX JORDAN TEL: 317/571-2441 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 BILL HOHLT TEL: 317/571-2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON TEL: 317/571-2600 CARMEL CITY UTILITIES 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2648 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 TEL: 317/776-8495 HAMILTON COUNTY HIGHWAY DEPT 1700 SOUTH 10TH STREET NOBLESVILLE, INDIANA 46060 TEL: 317/773-7770 HAMILTON COUNTY HEALTH DEPARTMENT 18030 FOUNDATION DR. SUITE A NOBLESVILLE, INDIANA 46060 JASON LEMASTER TEL: 317/776-8500 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280-1098 RYAN HARTMAN TEL: 317/844-9200 DUKE ENERGY 100 SOUTH MILL CREEK RD. NOBLESVILLE, INDIANA 46060 TEL: 317/776-5352 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE, INDIANA 46060 TEL: 317/776-4495 VECTREN GAS P.O. BOX 1700 NOBLESVILLE, INDIANA, 46060 TEL: 317/776-5573 AT&T 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 TEL: 317/252-5168 OPERATING AUTHORITIES GENERAL NOTES CONSTRUCTION PLANS FOR EVERWISE CARMEL 10920 N. MICHIGAN ROAD ZIONSVILLE, IN 46077 PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF SAID SECTION 6; THENCE SOUTH 00 DEGREES 23 MINUTES 46 SECONDS WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER, 654.42 FEET TO THE SOUTHWEST CORNER OF 20170011576 AS RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE NORTH 85 DEGREES 57 MINUTES 21 SECONDS EAST ALONG THE SOUTH LINE OF SAID INSTRUMENT, 342.74 FEET TO THE WEST RIGHT OF WAY LINE OF US 421 AS RECORDED IN INSTRUMENT NUMBER 20000000724; THENCE SOUTH 11 DEGREES 46 MINUTES 03 SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 152.17 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 11 DEGREES 46 MINUTES 03 SECONDS EAST ALONG SAID WEST RIGHT OF WAY, 1.48 FEET; THENCE SOUTH 13 DEGREES 12 MINUTES 49 SECONDS EAST ALONG SAID WEST RIGHT OF WAY, 121.42 FEET; THENCE NORTH 89 DEGREES 36 MINUTES 03 SECONDS WEST 402.66 FEET TO A POINT ON AFORESAID WEST LINE; THENCE NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST ALONG SAID WEST LINE 161.59 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 14 SECONDS EAST 56.00 FEET TO A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING NORTH 45 DEGREES 24 MINUTES 00 SECONDS EAST A CHORD DISTANCE OF 28.28 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.42 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.42 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 14 SECONDS EAST 1.24 FEET TO A CURVE TO THE RIGHT HAVING A RADIUS OF 118.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING SOUTH 82 DEGREES 03 MINUTES 29 SECONDS EAST A CHORD DISTANCE OF 30.99 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.08 FEET; THENCE SOUTH 74 DEGREES 30 MINUTES 38 SECONDS EAST 150.83 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 182.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING SOUTH 88 DEGREES 57 MINUTES 35 SECONDS EAST A CHORD DISTANCE OF 90.83 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 91.79 FEET; THENCE SOUTH 58 DEGREES 24 MINUTES 21 SECONDS EAST 34.33 FEET TO THE POINT OF BEGINNING, SAID IN PREVIOUS DEED TO CONTAIN 1.355 ACRES, MORE OR LESS. LAND DESCRIPTION BENCHMARK INFORMATION C001 Title SheetC010.0TITLE SHEETW24.0018JKW24.001805/29/2024DDDDEVERWISE CARMEL10920 N. MICHIGAN ROAD, ZIONSVILLE, IN 460771.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 RESPONSIBILILTY 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. 10 9abcd 8 7 6efgh109876 5 4 3 2 Part of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONgALLAN H. WEIHE, P.E., L.S. - FOUNDER14528 S. Outer 40 Road, Suite 444Chesterfield, Missouri 63017weihe.netBuild with confidence.SMENGINEERS314 | 343 - 2211800 | 452 - 6408WEIHELand Surveying | Civil EngineeringLandscape Architecture05/29/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below. before you dig.Call R STEVEN SCOTT RUCKER P.E. 11300279 PLANS PREPARED FOR THE REDMOND COMPANY W228 N745 WESTMOUND DRIVE WAUKESHA, WI 53186 TELEPHONE: (515) 598-6557 CONTACT PERSON: MIRANDA SEALS EMAIL: MSEALS@THEREDMONDCO.COM PLANS PREPARED BY WEIHE ENGINEERS, INC. 14528 S. OUTER 40 ROAD, SUITE 444 CHESTERFIELD, MO 63017 TELEPHONE: (314) 343-2211 CONTACT PERSON: DAVE DOBKOWSKI, P.E. EMAIL: DOBKOWSKID@WEIHE.NET 1.ALL BIDDING CONTRACTORS, SUBCONTRACTORS, AND SUBTIERS ARE ENTIRELY RESPONSIBLE FOR ALL QUANTITY TAKEOFFS PRIOR TO SUBMITTING BIDS AND PROVIDING BALANCED UNIT PRICES FOR ALL WORK ITEMS. UNBALANCED BIDS WILL BE CONSIDERED TO BE DISQUALIFIED. 2.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. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING AND COORDANATING CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5.THE CONTRACTOR SHALL PROVIDE OFF-STREET PARKING FOR ALL EMPLOYEES AND SUBCONTRACTORS. 6.NO MUD OR CONSTRUCTION DEBRIS OF ANY KIND MAY BE TAKEN OR TRACKED OFFSITE ONTO PUBLIC ACCESS ROUTES. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REMOVE ALL SUCH MUD OR DEBRIS FROM PUBLIC ACCESS ROUTES. 7.EXISTING CONTOURS REPRESENT THE GROUND AND PAVEMENT SURFACES EXISTING ON THE DATE OF THE SURVEY. THE CONTRACTOR SHALL PERFORM A PRELIMINARY TOPOGRAPHIC SURVEY AND NOTIFY THE PROJECT MANAGER OF ANY DISCREPANCIES (BETWEEN PLAN AND ACTUAL CONDITIONS) AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF LAYOUT OF PROPOSED WORK. ANY QUESTIONS REGARDING THE LAYOUT OF WORK DURING OR AFTER LAYOUT SHALL BE DIRECTED TO THE PROJECT MANAGER AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ACTUAL CONSTRUCTION WORK. 8.ALL CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE PRESERVED. IF DAMAGED, THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE SHALL REPLACE THEM. 9.DIMENSIONS SHALL NOT BE SCALED FROM PLAN SHEETS EXCEPT WHEN PERFORMING LAYOUT OF PROPOSED GRADING CONTOURS. ELECTRONIC DESIGN FILES WILL BE AVAILABLE FOR USE BY THE CONTRACTOR AS INSTRUMENTS OF SERVICE. 10.SITE GRADING AND PAVING SHALL BE LAID OUT AND PERFORMED CONSIDERING LINEAR INTERPOLATION BETWEEN GRADING CONTOURS AND SPOT ELEVATIONS SHOWN ON THE GRADING PLAN. 11.GRADING PLANS, PROFILES, AND DETAILS HAVE BEEN DESIGNED TO PROVIDE ADEQUATE POSITIVE SURFACE DRAINAGE AT ALL LOCATIONS WITHIN THE FOOTPRINT OF IMPROVEMENTS. NO DEVIATIONS FROM PLANS, PROFILES, AND DETAILS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE PROJECT MANAGER PRIOR TO COMMENCEMENT OF WORK. 12.ALL REQUESTS FOR CLARIFICATION REGARDING PROPOSED GRADING CONTOURS AND INTERPRETATION BETWEEN PROFILES, SECTIONS, DETAILS AND CONTOURS SHALL BE DIRECTED TO THE PROJECT MANAGER AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF LAYOUT OF PROPOSED WORK. 13.ANY QUESTIONS REGARDING COORDINATION BETWEEN PLAN, PROFILE AND DETAIL SHEETS OR LAYOUT SHALL BE DIRECTED TO THE PROJECT MANAGER AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ACTUAL CONSTRUCTION WORK. 14.THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS AND NEW WORK. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, PRIOR TO FINAL SURFACE TREATMENT OR PAVING, SHALL REWORK ALL DAMAGED OR PONDED AREAS. 15.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. 16.EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING QUALITY CONTROL THROUGHOUT THIS PROJECT. 18.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 19.THE ENGINEER AND OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS DETAILED IN THESE PLANS. 20.ANY EXISTING STORM DRAINAGE OR SANITARY SEWER PIPES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS. SITE TBMs TBM 1: CUT "X" ON THE THE NORTH BOLT OF A FIRE HYDRANT LOCATED IN NORTHEAST QUADRANT OF WESTON POINTE DRIVE AND REED ROAD ELEV. 901.80 (NAVD 88) TBM 2: CUT SQUARE ON THE WEST SIDE OF LIGHT POLE BASE AT THE SOUTHEAST CORNER OF THE SITE. ELEV. 901.82 (NAVD 88) Sheet List Table Sheet Number Sheet Title C010.0 TITLE SHEET C010.1 GENERAL NOTES C015.0 EXISTING CONDITIONS C020.0 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 C020.1 STORMWATER POLLUTION PREVENTION PLAN PHASE 2 C020.3 SWPPP SPECIFICATIONS C020.4 SWPPP DETAILS C020.5 SWPPP DETAILS C030.0 SITE & UTILITY PLAN C040.0 GRADING & DRAINAGE PLAN C040.1 2019 MASTER PLAN NOTES C040.2 DRAINAGE AREA MAP C040.3 PI MAP C050.0 STORM PLAN AND PROFILE C050.1 STORM PLAN AND PROFILE C060.0 DETAIL SHEET C060.1 DETAIL SHEET C060.2 DETAIL SHEET C060.3 DETAIL SHEET L010.0 LANDSCAPE PLAN L010.1 LANDSCAPE DETAILS REFERENCE DOCUMENTS: IRRIGATION PLAN SITE LIGHTING THE BASIS OF BEARINGS FOR THIS PLAT OF SURVEY IS THE USE OF A STATE PLANE GRID SYSTEM DERIVED FROM THE EAST ZONE OF THE INDIANA STATE PLANE COORDINATE SYSTEM (1301 IN EAST), 2011 ADJUSTMENT AS DETERMINED BY RTK GPS MEASUREMENTS UTILIZING INDOT'S INCORS RTK NETWORK AND/OR TRIMBLE'S VRS NOW RTK NETWORK. ALTA-NSPS LAND TITLE SURVEY