HomeMy WebLinkAboutCivil Plans 4.8.19 110
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PLANS PREPARED FOR
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, INDIANA46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: RUSS WEBSTER, EIT
EMAIL: WEBSTERR@WEIHE.NET
GENERAL NOTES
1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
Y=R1-Yl\n T-AT All PERMITS AND APPROVALS ARE OBTAINED FROM
THE RFS'F,-' 'F r T' COUNTY, AND STATE AGENCIES PRIOR TO
TLIH I,'IHS ..LITON.
LLI I-cop-RAOTORS RESPONSIBILITYTO DETERMINETHE
F" :) 'TI ON OF ALL EXISTING UTILITIES IN THE VICINITY OF THE
_.',-.TF'JITUN AREA PRIOR TO STARTING CONSTRUCTION
-A L UL I HE CONTRACTORS RESPONSIBILITY TO NOTIFY AND
..:14UINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
4. ,. LL OUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE
OF'MORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
BIDDING CONTRACTORS.
5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CUR 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.
]. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR
TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT.
8. TEMPORARYTRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
TO APPLICABLE LOCAL STANDARDS.
9. THE ENGINEER ANMOR OWNER DISCIAIM 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 ME MET AND CONFORM TO APPLICABLE
LOCAL STANDARDS.
12 THE SITE DOES NOT LIE I N A SPECIAL FLOOD RGC%RD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY -
NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON
FLOOD INSURANCE RATE MAP #1805TCO2WG PANEL 2D7 OF 300, DATED
NOVEMBER 19, 2014.
13. BEARINGS, DIMENSIONS AND EASEMENTS ME SHOWN FOR REFERENCE
ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION.
14. THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE US,
DEPARTMENT OFTHE INTERIOR FISH AND WILDLIFE SERVICE: CARMEL,
INDIANA NATIONAL WETLANDS INVENTORY MAP ONLINE VIEWER, VIEWED
SEPTEMBER2011.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City of Catniel (�
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DATE: \ 06/17/19
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CONSTRUCTION PLANS FOR
SHOPPES ON MAIN
STUDIO M ARCHITECTURE
SOUTHWEST CORNER OF GRAND & MAIN
CARMEL, IN 46032
DOCKET #17100028 DP AMEND / ADLS
MAIN ST.
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PROJECT LOCATION
AREA MAP
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BLOCK 1 IN GRAND 6 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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LOCATION MAP
3619:00 l�[slllyY. [�1:7YYhF.�
CITY OF CARMEL PLANNING
HAMILTON COUNTY HEALTH DEPARTMENT
ONE CIVIC SQUARE
18030 POD NDATION DR. SWTEA
CARMEL, IN 46032
NOBLESVILLE INDIANA 46060
ANGI E CONN I ALEXIA LOPEZ
JASON LEMASTER
TEL 31]l5]1-2417
TEL 3I7IR68500
CITY OF CARMEL ENGINEERING
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
ONE CIVIC SQUARE
10701 NORTH COLLEGE AVENUE, SUITE
CARMEL, IN 46032
INDIANAPOLIS, IN 462804098
JOHN THOMAS/ALEX JORDAN
RYAN HARTMAN
TEL 3171571-2441
TEL 3111844-9200
CITY OF CARMEL BLDG SERVICES
DUKE ENERGY
ONE CIVIC SQUARE
100 SOUTH MILL CREEK RD.
CARMEL, IN 46032
NOBLESVILLE. INDIANA 46060
JIM BLANCHARD
TEL 3I717765352
TEL 3171571-2444
COMCAST
CITY OF CARMEL FIRE DEPARTMENT
9750 E 150h STREET
TWO CIVIC SQUARE
SURE 1600
CARMEL, INDIANA 46032
NOBLESVILLE. INDIANA 4W60
CHRIS EULSON
TEL 31TT6-4495
TEL 3171571-2600
VECTREN GAS
CARMEL CITY UTILITIES
PO. BOX 1700
30 W MAIN ST, SUITE 220
NOBLESVILLE. INDIANA, 46060
CARMEL, INDIANA 46032
TEL 317076-593
JOHN DUFFY
TEL 3171571-2648
AT&T
5858 NORTH COLLEGE
HAMILTON COUNTY SURVEYOR
INDIANAPOLIS, INDIANA 46220
ONE HAMILTON COUNTY SQUARE
TEL 3171252-5168
SUITE 1W
NOBLESVILLE, INDIMA46060
TEL 39076-8495
HAMILTON COUNTY HIGHWAY DEPT
1700 SOUTH 10TH STREET
NOBLESVILLE, INDIANA46060
TEL 317177a7770
BENCHMARK INFORMATION
AMERICAN STRUCTUREPOINT SITE BENCHMARK, HARRISON CAST IRON MONUMENT AT NORTHEAST
CORNER SOUTHEAST QUARTER SECTION 26-T18RR3E ELEV856.31RAVD85)
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Sheet List Table
Sheet Number
Sheet Title
C001
TITLE SHEET
CI00
STORMWATHR POLLUTION PREVENTION PLAN PHASE I
CI01
STORMWATER POLLUTION PREVENTION PLAN PHASE
C102
SWPPP SPECIFICATIONS
C103
SWPPP DETAILS
C200
SITE PLAN
C201
SITE DETAILS
C202
SITE DETAILS
C:3110
GRADING PLAN
C400
MAINI' ENANCE OF'IRAF'FIC PLAN
C600
DRAINAGE PLAN
C601
S'LORL SEWER PLAN AND PROFILE
C602
STORM SLWER DETAILS
C603
OVERFLOW ROUTING
C800
UTILITY PLAN
C801
ITIILI'I'Y DETAILS
C900
PROJECT SPECIFICATIONS
C901
PROJECT SPECIFICATIONS
1_100
LANDSCAPE PLAN
1_I01
LANDSCAPE DETATLS
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 RESPONSIBILITYOF 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-0E-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 OWES, MULTI -USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO
THE PROPERTYOR 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-0E-WAY. INTHEEVENT
OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL
ASSOCIATED/APPURTENANTMNCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER
SUBJECT TO REVIEW AND APPROVAL BY THE CITY.
]. 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-0E-WAY.
DESIGN DATA
EXISTING ZONING:
PUD
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:
10' FRONT, 5' BACK
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