HomeMy WebLinkAboutCivil Plans 4.18.19 110
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STUDIO M ARCHITECTS
2 WEST MAIN STREET
CARMEL, IN 46032
TELEPHONE: (317) 810-1502
CONTACT PERSON: JOSH MAZUR, RA, LEEP AP
EMAIL: JMAZUR@STUDIOMARCHITECTURE.NET
PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: RUSS WEBSTER, EIT
EMAIL: WEBSTERR@WEIHE.NET
GENERAL NOTES
1, THE CONTRACTOR$HALL 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
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 EXCAVATORS; FINAL RULE 29 CM 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
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 MINOR 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 THATALL
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 -
NATIONALFLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON
FLOOD INSURANCE RATE MAP k18057CO207G PANEL 207 OF 300, 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 NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S.
DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL,
INDIANA, NATIONAL WETLANDS INVENTORY MAP ONLINE VIEWER, VIEWED
SEPTEMBER 2017.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulalions
of State and Local Codes
City
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DATE: \\ 06/17/19
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CONSTRUCTION PLANS FOR
SHOPPES ON MAIN
STUDIO b[ ARCHITECTURE
SOUTHWEST CORNER OF GRAND & MAIN
CARMEL, IN 46032
DOCKET # 17100028 DP AMEND / ADLS
IN ST.
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PROJECT LOCATION
AREA MAP
LAND DESCRIPTION
BLOCK 1 IN GRAND & MAIN SECONDARY PLAT, A PART OF THE SOUTHEAST QUARTER OF SECTION 26.
TOWNSHIP 18 NORTH. RANGE 3 EAST. CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA ACCORDING TO
THE PLAT THEREOF RECORDED APRIL 8, 2016 IN PLAT CABINET 5, SLIDE 479 AS INSTRUMENT NO.
2016015691 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA
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* PROJECT LOCATION
LOCATION MAP
OPERATING AUTHORITIES
CITY OF CARMEL PLANNING
HAMILTON COUNTY HEALTH DEPARTMENT
ONE CIVIC SQUARE
18030 FOUNDATION DR. SUITE
CARMEL, IN t6032
NOBLESVILLE, INDIANA M060
ANGIE CONN I ALEXIA LOPEZ
JASON LEMASTER
TEL 317571-2417
TEL; 317976-8500
CITY OF CARMEL ENGINEERING
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
ONE CIVIC SQUARE
10701 NORTH COLLEGE AVENUE, SUITE
CARMEL, IN 46032
INDIANAPOLIS, IN 46280-1098
JOHN THOMAS I ALEX JORDAN
WAN HARTMAN
TEL 3171571-24PH
TEL 3171840.9200
CITY OF CARMEL BLDG SERVICES
DUKE ENERGY
ONE CIVIC SQUARE
100 SOUTH MILL CREEK RD.
CARMEL, IN 46032
NOBLESVILLE, INDIANA 46060
JIM BLANCHARD
TEL: 317/776-5352
TEL: 31
COMCAST
CITY OF CARMEL FIRE DEPARTMENT
9750 E. 1501h STREET
PNO CNIC SQUARE
SUITE 1600
CARMEL, INDIANA M032
NOBLESVILLE, INDIANA 46060
CHRIS ELLISON
TEL: 31717764495
TEL: 3171571-2600
VECTREN GAS
CARMELCITYUTIUMES
P.O. BOX IRO
30 W MAIN ST. SUITE 220
NOBLESVILLE. INDIANA M060
CARMEL, INDIANA M032
TEL 317976-5573
JOHN DUFF
TEL: 31757Y2648
AT&T
5858 NORTH COLLEGE
HAMILTON COUNTY SURVEYOR
INDIANAPOLIS, INDIANA 46220
ONE HAMILTON COUNTY SQUARE
TEL 317s52-5168
SUITE 188
NOBLESVILLE, INDIMA46WO
TEL: 3171176-8495
HAMILTON COUNTY HIGHWAY DEPT
1700 SOUTH 10111 STREET
NOBLESVILLE, INDIMA46WO
TEL 317173-7770
BENCHMARK INFORMATION
AMERICAN STRUCTUREPOINT SITE BENCHMARK, HARRISON CAST IRON MONUMENT AT NORTHEAST
CORNERSOLHHEASTOUARMRSECTON28-Ti8NR3E ELEY856.31(NAVD88)
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Sheet List Table
Sheet Number
Sheet Tide
C001
TITLE SHEET
CI00
STORMWATER POLLUTION PREVENTION PLAN PHASE
C101
STORMWATER POLLUTION PREVENTION PLAN PHASE
C102
SWPPP SPECIFICATIONS
C103
SWPPP DETAILS
C200
SITE PLAN
C201
SITEDETAILS
C202
SITE DETAILS
C300
GRADING PLAN
C400
MAINTENANCE OF TRAFFIC PLAN
0600
DRAINAGE PLAN
C601
STORM SEWER PLAN AND PROFILE
0602
STORM SEWER DETAILS
C603
OVERFLOW ROUTING
Chun
UTILITY PLAN
C801
UTILITY DETAILS
C900
PROJECT SPECIFICATIONS
C901
PROJECT SPECIFICATIONS
1_100
LANDSCAPEPLAN
1,101
LANDSCAPE DETAILS
CITY OF CARMEL STANDARD NOTES
1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUTAN 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, MULT-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-CF-WAY SHALL BE RESTOREDIREPAIRED 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
ASSOCIATEDIAPPURTENANTIANCILLARY 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 APRE-CONSTRUCTION MEETING TO REVIEW THE
DEPARTMENTS 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.
DESIGN DATA
EXISTING ZONING:
PLO
ZONING OVERLAY:
N/A
TOTAL ACREAGE:
1.32 ACRES
NET ACREAGE:
1.32 ACRES
LIMITS OF DISTURBANCE:
1.54 ACRES
BUILDING COVER RATIO:
19.4%
BUILDING SQUARE FOOTAGE:
11,200 SQUARE FEET
IMPERVIOUS COVER RATIO:
86%
SETBACKS:
Hr FRONT, S BACK
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Call before you dig
Within Iacm'o can
811 or 800-382-5544
24 Hours o Day, 7111 a wM
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