C001 TITLE SHEETW. 136th STREET
S.R. 31
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CONSTRUCTION PLANS FOR
TRADER'S POINT CHURCH OF CARMEL
1242 WEST 136TH STREET
CARMEL, IN 46032
C001
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PROJECT LOCATION PROJECT LOCATION
LOCATION MAPAREA MAP
BENCHMARK INFORMATION
LAND DESCRIPTION
PLANS PREPARED FOR
T&W CHURCH SOLUTIONS
3841 W. MORRIS ST.
INDIANAPOLIS, IN 46241
TELEPHONE: (317) 244-7637
CONTACT PERSON: STEPHEN D. SEHORN, LEED AP
EMAIL: SSHEHORN@TWCORP.COM
1.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.
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 CFR 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.
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 AND/OR 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.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 2015.
GENERAL NOTES
CITY OF CARMEL PLANNING
ONE CIVIC SQUARE
CARMEL, IN 46032
ANGIE CONN
TEL: 317/571-2417
CITY OF CARMEL ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 46032
MICHAEL MCBRIDE
TEL: 317/571-2441
CITY OF CARMEL BLDG SERVICES
ONE CIVIC SQUARE
CARMEL, IN 46032
JIM BLANCHARD
TEL: 317/571-2444
CITY OF CARMEL FIRE DEPARTMENT
TWO CIVIC SQUARE
CARMEL, INDIANA 46032
GARY HOYT
TEL: 317/571-2600
CARMEL CITY UTILITIES
760 3RD ABE S.W.
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
IPL
25 MONUMENT CIRCLE
INDIANAPOLIS, INDIANA 46204
LINDA RHEA
TEL: 317/261-5274
DUKE ENERGY
100 SOUTH MILL CREEK RD.
NOBLESVILLE, INDIANA 46060
TEL: 317/776-5352
CITIZENS WATER INDIANAPOLIS
1220 WATERWAY BLVD.
INDIANAPOLIS, INDIANA 46206
TEL: 317/263-7703
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 CITY OF CARMEL STANDARD NOTES
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 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 / 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.
DESIGN DATA
EXISTING ZONING
S-2
ZONING OVERLAY
N/A
TOTAL ACREAGE
6.00 ACRES
NET ACREAGE
5.66 ACRES
BUILDING COVER RATIO
12.2%
BUILDING SQUARE FOOTAGE
30,304 SQUARE FEET
IMPERVIOUS COVER RATIO
59.5%
DISTURBED ACREAGE
2.85 ACRES
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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
#18057C207G, DATED NOVEMBER 19, 2014
FLOOD STATEMENT
STEVEN SCOTT RUCKER P.E. 11300279
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NO EARTH DISTURBING
ACTIVITY MAY TAKE
PLACE WITHOUT AN
APPROVED STORM
WATER MANAGEMENT
PERMIT
NOTE
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I-465
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106TH ST.
116TH ST.
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136TH ST.
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BEGINNING AT A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP
18 NORTH, RANGE 3 EAST, SAID POINT OF BEGINNING BEING NORTH 88 DEGREES 55 MINUTES 42
SECONDS EAST (ASSUMED BEARING) 1000.85 FEET FROM THE SOUTHWEST CORNER OF SAID
SOUTHEAST QUARTER; THENCE NORTH 00 DEGREES 00 MINUTES 28 SECONDS EAST 791.89 FEET;**
THENCE NORTH 88 DEGREES 55 MINUTES 42 SECONDS EAST 330.11 FEET TO THE EAST LINE OF THE
SOUTHWEST QUARTER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 00 DEGREES 00 MINUTES 28
SECONDS WEST 791.89 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID
SOUTHEAST QUARTER; THENCE SOUTH 88 DEGREES 55 MINUTES 42 SECONDS WEST 330.11 FEET TO
THE POINT OF BEGINNING.
**THE UNDERLINED COURSE WAS OMITTED FROM THE CURRENT DEED. THE OMITTED COURSE IS
TRANSCRIBED FROM THE PRIOR DEED OF RECORD, JUSTIN A. ROBERTS TO BOARD OF TRUSTEES OF
CENTRAL CHRISTIAN CHURCH, RECORDED JUNE 19, 1978, IN DEED RECORD 305, PAGE 26 IN THE OFFICE
OF THE RECORDER OF HAMILTON COUNTY, INDIANA.
Sheet List Table
Sheet Number Sheet Title
C001 TITLE SHEET
C100 SWPPP PHASE 1
C101 SWPPP PHASE 2
C102 SWPPP SPECIFICATIONS
C103 SWPPP DETAILS
C104 SWPPP DETAILS
C105 SWPPP DETAILS
C200 SITE PLAN
C201 SITE DETAILS
C300 GRADING AND DRAINAGE PLAN
C301 STORM SEWER DETAILS
C302 STORM SEWER DETAILS
C600 STORM SEWER PLAN AND PROFILE
C601 STORM SEWER PLAN AND PROFILE
C900 PROJECT SPECIFICATIONS
C901 PROJECT SPECIFICATIONS
L100 LANDSCAPE PLAN - TREES
L101 LANDSCAPE PLAN - SHRUBS
L200 LANSCAPE DETAILS
B.M. - A BRASS DISK, STAMPED HCRB 546, SET IN THE TOP OF A CONCRETE HEADWALL ON THE
SOUTHWEST CORNER OF A BOX CULVERT FOR SPRINGMILL ROAD CROSSING OVER WILLIAMS CREEK,
APPROXIMATELY 150 FEET NORTH OF 131ST STREET. STATE PLANE COORDINATES: N1723218.01
E188466.11 NAD 83 (CORS96).
ELEV. 871.38 NAVD 88
T.B.M. 1 - A CUT " " LOCATED ON THE SOUTHEAST CORNER OF THE CONCRETE PAD FOR A TELEPHONE
JUNCTION BOX, LOCATE 39 FEET NORTH OF THE CENTERLINE OF 136TH STREET AND 11 FEET EAST OF
THE EAST LINE OF THE SURVEYED PROPERTY.
ELEV. 878.05 NAVD 88
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
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