HomeMy WebLinkAboutC001ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHE Land Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netMeadowlark Park Improvements RUSSELL L. WEBSTER II, PE No. 11900318
0/00/2019RUSSELLL.WEBST
ER IIPROFESSIONA L E NGINEERREGISTER
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PE11900318
STATE OF
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MEADOWLARK PARK IMPROVEMENTS
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 LOCATIONS 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 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) EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE A TRENCH SAFETY SYSTEM DESIGNED 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 TO CONFIRM THAT ALL LANDSCAPE REQUIREMENTS ARE
MET AND CONFORM TO APPLICABLE LOCAL STANDARDS.
12) THE SITE DOES 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 #18057C0209F, DATED FEBRUARY 19, 2003 .
13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT
FOR EXACT INFORMATION.
14) THIS SITE DOES CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE
SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP. NO WETLANDS ARE IMPACTED BY THIS
DEVELOPMENT.
15) ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITH BACKFILL,
BEDDING, AND THRUST BLOCK REQUIREMENTS PER CARMEL UTILITIES DETAIL SHEETS.
450 MEADOW LANE
CARMEL, IN 46032
AREA LOCATION MAP
OPERATING AUTHORITIES
CONSTRUCTION DRAWINGS
SITE MAP
NO SCALE
SHEET INDEX
LATITUDE: 39.951205 N, LONGITUDE: -86.143928 W
SOILS MAP
NO SCALE
BENCHMARK INFORMATION
TBM #100
5/8" rebar w/red cap stamped "Schneider Random" set flush in grass area lying west of main
entrance drive lying approximately 15 feet north and 8 feet west of the curb inlet on the west
side of Meadow Lane
ELEVATION=818.09 (NAVD 88)
TBM #101
Mag nail w/washer stamped "Schneider Random" set flush in northeast east side of asphalt
path lying approximately 32 feet north of the north edge of pavement around the parking lot
and 45 feet west of the centerline of the main entrance (Meadow Lane)
ELEVATION=816.90 (NAVD 88)
TBM #102
Mag nail w/washer stamped "Schneider Random" set flush in east side of asphalt path at the
north end of park, lying approximately 307 feet north of the north edge of pavement around
the parking lot and 32 feet east of the centerline of the main entrance (Meadow Lane)
ELEVATION=814.93 (NAVD 88)
TBM #103
5/8" rebar w/red cap stamped "Schneider Random" set flush in grass lying approximately 3
feet north of of the north edge of the parking lot and 32 feet east of the "Dog waste station"
ELEVATION=816.66 (NAVD 88)
NOT TO SCALE
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PLANS PREPARED BY
WEIHE ENGINEERS
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
CONTACT PERSON: MICHAEL KROSSCHELL
EMAIL: krosschellm@weihe.net
PLANS PREPARED FOR
CARMEL/CLAY PARKS & RECREATION
1411 EAST 116TH STREET
CARMEL, INDIANA 46032
TELEPHONE: (317) 573-4018
CONTACT PERSON: MICHAEL KLITZING
EMAIL:
MKLITZING@CARMELCLAYPARKS.COM
C001COVER SHEETDESCRIPTIONSHEET No.
C001 COVER SHEET
C201 PLAYGROUND EQUIPMENT PLAN
C101 LAYOUT SHEET
C801 SWPPP SPECS
AT & T - Michael Haynes
5858 N. College Avenue
Indianapolis, IN 46220
252-4007
Bright House Networks - Jason Kirkman
3030 Roosevelt Avenue
Indianapolis, IN 46218
632-9077
Comcast Northeast - Dale Lambert
9750 E. 150 Street, Suite 1600
Noblesville, IN 46060
646-9113
D101-D102 DEMOLITION PLAN
C301
GRADING PLAN
C202 PLAYGROUND SURFACING PLAN
PRE-CON SWPPP
C804-C806 GENERAL DETAILS
1-2 TOPOGRAPHIC SURVEY
C302 PRE-CON SWPPP
C205
GRADING PLANC206
SWPPP DETAILSC802-C803
Carmel Street Department - Dave Huffman
3450 W. 131st Street
Westfield, Indiana 46074
733-2001
Carmel Utilities (Water) - Paul Pace
3450 W. 131st Street
Westfield, Indiana 46074
733-2855
City of Carmel Department of Engineering
One Civic Square
Carmel, Indiana 46032
571-2441
Duke Energy - Shirley Hunter
16475 Southpark Drive
Westfield, Indiana 46074
896-6711
Vectren Energy - Don Perdue
16000 Allisonville Road
Noblesville, Indiana 46061
776-5534
Clay Township Regional Waste District - Ryan
Hartman
10701 N. College Avenue, Suite A
Indianapolis, IN 46280
844-9200
SITE
US 3
1
OLD MERIDIAN4
3
1
SMOKEY RD
131ST STREET RANGELINE RDSITE
L101-L102 LANDSCAPE PLAN
EAST PARCEL LEGAL DESCRIPTION
WEST PARCEL LEGAL DESCRIPTION
PROJECT INFORMATION AND SYMBOLS
FOUNDATION AND ROOF FRAMING PLANS
GENERAL NOTES
DETAILS
ADA INFORMATION AND SYMBOLS
TYPICAL MASONRY DETAILS
WALL SECTIONS
BUILDING ELEVATIONS
BRIDGE WALL PLANS, ELEVATIONS
CODE AND LIFE SAFETY PLAN
BUILDING SECTIONS, WALL SECTIONS
FLOOR PLAN, ROOF PLAN, CEILING PLAN, ACCESSORIES PLAN
DOOR SCHEDULE AND DETAILS
FINISH DETAILS, INTERIOR ELEVATIONS
BRIDGE WALL SECTIONS
A001
S100
S000
A500
A003-004
A200
S300
BS100-101
A002
A300
S301
A100
A400
A600
BS300
ELECTRICAL PLANS
HVAC PLAN
HVAC GENERAL NOTES
ELECTRICAL SYMBOLS AND DETAILS
PLUMBING SCHEDULES AND DETAILS
PLUMBING PLAN
ELECTRICAL SCHEDULES
E200
M200
M001
E700
P200
E600
P600
PICKLEBALL SURFACING LAYOUT PLANC204
UTILITY PLANC207
C807-C810 GENERAL DETAILS
C811-C812 SHADE STRUCTURE DETAILS
Know what'sbelow.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, PLAT, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHER EXISTING
CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER GEOMATICS. WEIHE ENGINEERS INC.
AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLY FOR THE SITE IMPROVEMENTS
RELATED TO THE LIMITED ENGINEERING SCOPE SHOWN ON THESE PLANS.
C102 LAYOUT SHEET
C303 POST-CON SWPPP
C304 POST-CON SWPPP
C203 PLAYGROUND SURFACING LAYOUT
R-1R-2
B-6
R-2
R-4
R-4
C900-C902 GRADING SECTIONS
P1 DISTRICT DEVELOPMENT STANDARDS
MINIMUM FRONT YARD SETBACK: 40'
MINIMUM SIDE YARD SETBACK: 20
MINIMUM BACK YARD SETBACK: 15'
SITE TOTAL
4.35 ACRES
DISTURBANCE
12/10/20