HomeMy WebLinkAboutC001 TITLE SHEET10 B s 7
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PLANS PREPARED FOR
DB KLAIN CONSTRUCTION
2159 GLEBE ST., SUITE 200
CARMEL, IN 46032
TELEPHONE: (317) 846-9992
CONTACT PERSON: DAVID KLAIN
EMAIL: DAVID@DBKLAIN.COM
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
GENERAL NOTES
1. THE CONTRACTORSHALLBE RESPONSIBLE FOR OBTAINING, OR VERIFYINGTNAT 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 CM PART 191 SUBPART-P APPLIES TO ALL
EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
B. IN ADDITION, EXCAVATION EXCEEDING TWENTY (4) FEET IN DEPTH REQUIRE THE DESIGN
OF ATRENCH 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.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE
LOCALSTANDARDS.
9. THE ENGINEER ANDIOR 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. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE
RECORD SURVEYS & PLAT FOR EXACT INFORMATION.
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 #1805700205 G. DATED
11/1WO14.
14. THIS SITE DOES NOT CONTAIN ANY WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF
THE INTERIOR FISH AND WILDLIFE SERVICE; NATIONAL WETLANDS INVENTORY MAP
ONLINE, VIEWED DECEMBER 2016.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
DATE: 04/17/19
CONSTRUCTION PLANS FOR
D.B. KLAIN CONSTRUCTION, LLC
VILLAGE OF WEST CLAY, LOT 7
MEETINGHOUSE ROAD
CARMEL, IN 46032
MAIN ST.
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96TH ST.
86TH ST.
* PROJECT LOCATION
AREA MAP
LAND DESCRIPTION
A PART OF BLOCK "F IN VILLAGE OF WESTCLAY, SECTION 3001-A, VILLAGE CENTER, PART 2, PER PWT
THEREOF RECORDED IN PLAT CABINET 2, SLIDE 363, AS INSTRUMENT NO. 199MM696U IN THE OFFICE
OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF BLOCK
OC BEING THE INTERSECTION OF THE WEST LINE
OF MEETING HOUSE ROAD AND THE NORTH LINEOF1 37.50 BURY STREET, SAID POINT BEING ON A
NORTH CONCAVE EASTERLY HAVING A RADIUS OF 1; THE FEENORT RADIUS POINT OF WHICH BEARS
NORTH Be DEGREES G MINUTES OS SECONDS EAST; THENCE NORTHERLY FEET TO THE
THE WEST RIGHT OF
WAY LINE OF MEETING HOUSE ROAD PND ALONG SAID CURVE 69.64 FEET TO THE POINT OF TANGENCY
WHICH BEARS SOUTH OB DEGREES 51 MINUTES 51 SECONDS WEST FROM SAID RADIUS MMINT;ET
THENCE
NORTH IN DEGREES C MINUTES 09 SECONDS MINUTES
SAID WEST LINE 247.B7 FEET TO THE POINT
OF BEGINNING, THENCE SOUTH S9 SECONDS MST 24.9 fig SECONDS WEST NORTH
S FEET; THENCE
NORTH 00 DEGREES 08 MINUTES 09 SECONDS WEST 24.94 FEET; THENCE NORTH SO DEGREES 51
MINUTES So SECONDS EAST 85.50 FEET TO THE AFORESAID WEST LINE MEETING HOUSE ROAD.
THENCE ALONG SAID WEST LINE SOUTH 00 DEGREES MINUTES 09 SECONDS EAST 24.94 FEET TO
THE POINT OF BEGINNING CONTAINING 0.049 ACRES, MORE OR LESS.
BENCHMARK INFORMATION
DEPARTMENT OF NATURAL RESOURCES STANDARD DISK STAMPED "LEE 2 AZ" SET IN CONCRETE
LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBORNE ROAD AND 131ST
STREET, 26.1 FEET EAST OF THE CENTERLINE OF SHELBORNE ROAD AND 20.3 FEET SOUTH OF THE
CENTERLINEOF 131STSTREET.
ELEVATION: 917.52 NAVD 19H
TEMPORARY BENCHMARK -TBM#2
CUT'X" IN N. SONNET NUT OF FIRE HYDRANT, IN FT. S. CENTERLINE GLEBE STREET AND 214 FT. E.
ASPLEY LANE. NEAR WEST ENTRANCE INTO CENTRAL PARKING AREA OF BLOCK "P.
ELEVATION:899.15 NAVU INS
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HORSEFERRY RD,
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RHETTSHURY ST.
* PROJECT LOCATION
LOCATION MAP
OPERATING AUTHORITIES
CITY OF CARMEL PLANNING
DUKE ENERGY
ONE CIVIC SQUARE
100 SOUTH MILL CREEK RD.
CARMEL, IN 46OU
NOBLESVILLE, INDIANA 46090
ANGIE CONN
TEL: 317/I715-5352
TEL: 311151
COMCAST
CITY OF CARMEL ENGINEERING
9750 E. 150M STREET
ONE CIVIC SQUARE
SUITE TWO
CARMEL, IN 4SN2
NOEIESWLLE, INDIANA 46060
MICHAEL MCBRIDE
TEL 317O7id%
Ti 317/571-2441
VECTREN GAS
CRY OF CARMEL BLDG SERVICES
P.O. BOX 1700
ONE CIVIC SQUARE
NOBLESWLIE, INDIANA, 46NO
CARMEL, IN 46032
TEL: 31
JIM BI-MCHARD
TEL: 3171571-2444
AT&T
5858 NORTH COLLEGE
CITY OF CARMEL FIRE DEPARTMENT
INDIANAPOLIS, INDIANA 46NO
TWO CIVIC SQUARE
TEL: 317252-51N
CARMEL, INDIANA 4POOK
GARY HOYT
TEL: 3171571-26D)
CARMEL CITY UTILITIES
7603RD ABE S.W.
CARMEL, INDIMA46032
JOHN DUFFY
TEL: 317/571-261
HAMILTON COUNTY SURVEYOR
ONE HAMILTON COUNTY SQUARE
SUITE IN
NOBLESVILLE. INDIANA 4006)
TEL: 317I775-5495
Sheet List Table
Sheet Number
Sheet Title
C001
TITLE SHEET
C100
SITE PREPARATION & SWPPP
C101
SWPPP DETAILS
C200
SITE PLAN
C201
SITE DETAILS
C300
DEVELOPMENT PLAN
C301
SEWER AND UTILTY DETAILS
CITY OF CARMEL STANDARD NOTES
1. NO EARTH DISTURBING ACTIVITY MAYTAKE PLACE WITHOUTAN APPROVED STORM WATER MANAGEMENT PERMIT
2. THESE PIONS COMPLY WITH ALLADA 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 ACONFLICT WITH PROPOSED DEVELOPMENT SHALL
BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
4. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED I REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT4)F-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
DESIGN DATA
EXISTING ZONING
PUD
ZONING OVERLAY
NIA
TOTALACREAGE
0.049 ACRES
NETACREAGE
(I.049ACRES
BUILDING COVER RATIO
75%
BUILDING SQUARE FOOTAGE
1530 SQUARE FEET
IMPERVIOUS COVER RATIO
90%
DISTURBED ACREAGE
0.15ACRES
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