HomeMy WebLinkAboutC0.0 TITLE SHEETCONSTRUCTION PLANS FOR
JACQUIE'S GOURMET CATERING
4306 WEST 96TH STREET,
CARMEL, IN 46032
DOCKET NO. PZ-2025-00028 ADLS AMEND
PARCEL 1:
PART OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON
COUNTY, INDIANA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT ON THE SOUTH LINE OF SAID QUARTER SECTION BEING NORTH 88
DEGREES 56 MINUTES 05 SECONDS EAST (ASSUMED BEARING) 673.49 FEET FROM THE SOUTHWEST
CORNER THEREOF, SAID POINT BEING THE INTERSECTION OF SAID SOUTH LINE WITH THE EXISTING
CENTERLINE OF MICHIGAN ROAD: THENCE NORTH 20 DEGREES 41 MINUTES 53 SECONDS WEST
ALONG SAID CENTERLINE 180.55 FEET MEASURED (179.80 DEED); THENCE SOUTH 87 DEGREES 00
MINUTES 50 SECONDS WEST 339.53 FEET MEASURED (SOUTH 88 DEGREES 56 MINUTES 05 SECONDS
WEST 340 FEET DEED) TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE
SOUTH 87 DEGREES 00 MINUTES 50 SECONDS WEST 269.70 FEET MEASURED (SOUTH 88 DEGREES
56 MINUTES 05 SECONDS 269.70 DEED) THENCE SOUTH 20 DEGREES 41 MINUTES 53 SECONDS EAST
PARALLEL WITH SAID CENTERLINE 95 FEET (DEED AND MEASURED); THENCE NORTH 88 DEGREES 56
MINUTES 05 SECONDS EAST PARALLEL WITH THE SOUTH LINE OF QUARTER SECTION 35.17 FEET
MEASURED (41.58 FEET DEED); THENCE SOUTH 20 DEGREES 41 MINUTES 53 SECONDS EAST
PARALLEL WITH SAID CENTERLINE 63.87 FEET MEASURED (50.16 FEET DEED) TO SAID SOUTH LONE;
THENCE NORTH 88 DEGREES 56 MINUTES 05 SECONDS EAST ALONG SAID LINE 181 FEET (DEED AND
MEASURED); THENCE NORTH 01 DEGREES 03 MINUTES 55 SECONDS WEST 158367 FEET MEASURED
(159.60 FEET DEED) TO THE POINT OF BEGINNING.
MONUMENTS WERE SET OR FOUND DURING THE COURSE OF THIS SURVEY, THOSE SET
IN THE GROUND ARE 5/8" REBAR WITH YELLOW PLASTIC CAPS STAMPED "WEIHE ENGR
0012", UNLESS OTHERWISE NOTED. MONUMENTS SET IN HARD SURFACED AREAS, SUCH
AS ASPHALT, ARE AS INDICATED ON THE DRAWING AND HAVE A WASHER STAMPED
"WEIHE ENGR 0012" WHERE POSSIBLE. THERE MAY BE 5/8" REBAR WITH RED PLASTIC
CAPS STAMPED "TRAVERSE", WOODEN STAKES, OR SPIKE NAILS FOUND ON OR NEAR
THE SUBJECT REAL ESTATE. THESE ARE WORKING POINTS AND SHOULD NOT BE
CONFUSED WITH MONUMENTS MARKING THE BOUNDARIES OF THE SUBJECT
PROPERTY. MONUMENTS FOUND AT OR NEAR THE DEED CORNERS, OR ALONG THE
DEED LINES OF THE SUBJECT REAL ESTATE ARE INDICATED ON THE DRAWING.
BECAUSE THE DIFFERENCE IS DEEMED INSIGNIFICANT, MONUMENTS WERE NOT SET IN
THOSE CASES WHERE A FOUND MONUMENT WAS NOT IN EXACT AGREEMENT WITH THIS
SURVEY, BUT WITHIN THE TOLERANCES REQUIRED FOR A CERTAIN CLASS OF SURVEY.
THE DIFFERENCE MAY BE SHOWN ON THE SURVEY TO ACCENTUATE THE UNCERTAINTY
OF THAT MONUMENT. IN THOSE CASES WHERE THE DIFFERENCE IS GREATER THAN THE
RELATIVE POSITIONAL ACCURACY OR UNCERTAINTY IN CONTROLLING MONUMENTS,
CAUTION SHOULD BE EXERCISED BEFORE MAKING ANY IMPROVEMENTS ALONG THE
LINES AFFECTED. THOSE UNCERTAINTIES CONSIDERED TO BE SIGNIFICANT ARE
DISCUSSED BELOW. THE MONUMENTS ESTABLISHED AT THE CORNERS OF THE
SUBJECT REAL ESTATE ARE WITHIN THE ACCEPTABLE RELATIVE POSITIONAL
SPECIFICATIONS FOR AN URBAN SURVEY, 0.07 FEET + 50 PPM AS DEFINED IN 865 IAC
1-12-7.
THE FOLLOWING ARE THE MONUMENTS FOUND OR RE-ESTABLISHED MARKING THE
CORNERS COMMON TO THE SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST.
SOUTHEAST CORNER SOUTHEAST QUARTER - HARRISON MONUMENT FOUND PER
HAMILTON COUNTY SURVEYOR TIE SHEETS
SOUTHWEST CORNER SOUTHEAST QUARTER - HARRISON MONUMENT FOUND PER
MARION COUNTY SURVEYOR TIE SHEETS
BENCHMARK INFORMATIONLAND DESCRIPTIONGENERAL NOTES
PLANS PREPARED FOR
ADAVIS LLC
2943 W ST. RD. 32
WESTFIELD, IN 46074
TELEPHONE: (219) 484-9669
CONTACT PERSON: TRAMPAS MARTIN
EMAIL: ADAVISGC@GMAIL.COM
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PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: BILL TERRY
EMAIL: BILLT@WEIHE.NET
1.THESE PLANS ARE BASED ON A SURVEY PREPARED BY WEIHE ENGINEERS DATED 09/14/2018. PRIOR TO
THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT THE IMPROVEMENTS EXIST AS
SHOWN ON THE SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE
OWNER/DEVELOPER'S CONSTRUCTION MANAGER AND THE ENGINEER OF ANY DEVIATIONS OR
OMISSIONS THAT MAY EFFECT THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
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.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
4.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH
ALL RESPECTIVE UTILITIES.
5.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
6.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.
7.6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
8.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
9.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
10.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
11.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW
STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
12.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET
AND CONFORM TO APPLICABLE LOCAL STANDARDS.
13.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 11/19/2014.
14.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS & PLAT FOR EXACT INFORMATION.
15.THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR
FISH AND WILDLIFE SERVICE; HAMILTON COUNTY, INDIANA, NATIONAL WETLANDS INVENTORY MAP
DATED 2000.
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before you dig.Call
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DARRELL A. EDWARDS P.E. #890047
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VICINITY MAP
NOT TO SCALE - PROJECT LOCATION
CITY OF CARMEL STANDARD NOTES
DESIGN DATA
EXISTING ZONING
B-2
ZONING OVERLAY
US 421 CORRIDOR
TOTAL ACREAGE
0.77 ACRES
BUILDING COVER RATIO
23.37%
BUILDING SQUARE FOOTAGE
8,225 SQUARE FEET
IMPERVIOUS COVER RATIO
67.53%
DISTURBED AREA
100%
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
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 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.
Sheet List Table
Sheet Number Sheet Title
C0.0 TITLE SHEET
C0.5 GENERAL NOTES
C1.0 SURVEY
C1.1 SURVEY
C2.0 STORMWATER POLLUTION PREVENTION PLAN PHASE 1
C2.1 DEMOLITION PLAN
C2.2 SWPPP SPECIFICATIONS
C3.0 SITE PLAN
C3.1 OVERALL SITE PLAN
C4.0 GRADING PLAN
C5.0 UTILITY PLAN
C6.0 LANDSCAPE PLAN
C7.0 LIGHTING PLAN
C8.0 SWPPP DETAILS
C8.1 DEVELOPMENT PLAN DETAILS
C8.2 DEVELOPMENT PLAN DETAILS
C8.3 LANDSCAPE PLAN DETAILS
C8.4 LIGHTING PLAN DETAILS
EXISTING AREAS
TOTAL SITE = 0.74 AC.
DISTURBED = 0.77 AC.
PERVIOUS = 0.14 AC.
IMPERVIOUS = 0.63 AC.
PROPOSED AREAS
TOTAL DISTURBED = 0.77 AC.
PERVIOUS = 0.25 AC.
IMPERVIOUS = 0.52 AC.