HomeMy WebLinkAboutC001C001COVER SHEETRIVER HERITAGE PARK
PHASE I IMPROVEMENTS
GENERAL NOTES
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 #18057C0233G, 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 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.
11813 RIVER ROAD
CARMEL, IN 46033
AREA LOCATION MAP
OPERATING AUTHORITIES
CONSTRUCTION DRAWINGS
SITE MAP
NO SCALE
LATITUDE: 39.96052 N, LONGITUDE: -86.05986 W
ERRORS AND OMISSIONS STATEMENT
DESIGN PROFESSIONAL CERTIFYING PLANS FOR THE PROJECT
ACKNOWLEDGES HIS PROFESSIONAL RESPONSIBILITY FOR
ENSURING THAT ALL WORK IS CORRECT, ACCURATE AND
COMPLIES WITH ALL APPROPRIATE LAWS, STANDARDS,
REGULATIONS AND ORDINANCES. IF AN ERROR OR OMISSION
IS FOUND, THE DESIGN PROFESSIONAL ACCEPTS FULL
RESPONSIBILITY AND SHALL DETERMINE A SOLUTION THAT
COMPLIES WITH ALL APPROPRIATE LAWS, STANDARDS,
REGULATIONS AND ORDINANCES. IF SUCH AN ERROR OR
OMISSION IS FOUND, THE DEVELOPER IS NOT RELIEVED OF
COMPLYING WITH ALL APPROPRIATE LAWS, STANDARDS,
REGULATIONS AND ORDINANCES.
SOILS MAP
NO SCALE
NOT TO SCALE
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
Carmel Street Department - Terry Killen
3400 West Main Street
Westfield, Indiana 46074
317-733-2001
Carmel City Utilities Dept - John Duffy
30 West Main Street, Suite 220
Carmel, IN 46032
317-571-2443
City of Carmel Department of Engineering - Alex Jordan
1 Civic Square, 1st Floor
Carmel, IN 46032
317-571-2441
Duke Energy - Travis Krick
16475 Southpark Drive
Westfield, Indiana 46074
317-896-6704
Vectren Energy Centerpoint - Chad Miller
16000 Allisonville Road
Noblesville, Indiana 46061
317-776-5590
TriCo Regional Sewer Utility - Ryan Hartman
7236 Mayflower Park Drive
Zionsville, IN 46077
317-844-9200
AT & T - Brian Wente
240 North Meridian Street
Indianapolis, IN 46204
317-610-5440
Bright House Networks - Jason Kirkman
3030 Roosevelt Avenue
Indianapolis, IN 46218
317-632-9077
Spectrum (Internet & Cable) - Steve Creech
3030 Roosevelt Avenue
Indianapolis, IN 46218
317-429-6691
SITE
RIVE
R
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E 126TH STREET
E 116TH ST STREET
HAZEL DELL PKWYSITE
LEGAL DESCRIPTION
10 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1
ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netfhAPPROVAL PENDING NOT FORCONSTRUCTIONKnow what's below.
before you dig.Call
R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200365CLAY TOWNSHIP/CARMEL-CLAY BOARD OF PARKS AND RECREATIONAQW20036508/31/2020MKMKRIVER HERITAGE PARK PHASE IIMPROVEMENTSREVISIONS PER CITY COMMENTS06/28/20211AQRUSSELL L. WEBSTER II, PE No. 11900318
0/00/2019RUSSELL L . W EBST
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FESSION A L E N GINEERREG I S T ER
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DIND I A N A
PE11900318
STATE OF
NO.
E. 116TH STREET
E. 126TH STREET
HAZEL DELL PKWYGRAY ROADELLER ROADPROJECT BENCHMARK
HCBR 141
HAMILTON COUNTY CONTROL DISK SET IN
SOUTH END OF WEST HANDRAIL OF RIVER
ROAD BRIDGE OVER VESTAL DITCH.
ELEV. 754.38 (NAVD 88)
SITE TBM
TBM #1
NORTH BONNET BOLT ON THE FIRE HYDRANT
LOCATED NEAR THE SOUTHEAST CORNER OF
THE PARKING AREA.
ELEV. 744.21 (NAVD 88)
TBM #2
NORTH BONNET BOLT ON THE FIRE HYDRANT
LOCATED NEAR THE SOUTHWEST CORNER OF
THE SURVEYED PROPERTY.
ELEV.745.46 (NAVD 88)
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FEMA FLOOD MAP
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SOILS MAP LEGEND
Sheet List Table
Sheet
Number Sheet Title
C001 COVER SHEET
C100 EXISTING CONDITIONS
C101 EXISTING CONDITIONS
C102 EXISTING CONDITIONS
D100 DEMOLITION PLAN
D101 DEMOLITION PLAN
D102 DEMOLITION PLAN
C200 LAYOUT PLAN
C201 LAYOUT PLAN
C202 LAYOUT PLAN
C203 LAYOUT ENLARGEMENT PLAN
C204 GRADING PLAN
C205 GRADING PLAN
C206 GRADING PLAN
C300 PRE-CON SWPPP
C301 PRE-CON SWPPP
C302 POST-CON SWPPP
C303 POST-CON SWPPP
C304 SWPPP SPECS
C305 SWPPP DETAILS
C306 SWPPP DETAILS
C800 GENERAL DETAILS
C801 GENERAL DETAILS
C802 GENERAL DETAILS
C803 GENERAL DETAILSELLER ROADSITEGRAY ROADALLISONVILLE RDALTERNATE #1 CONSISTS OF CONTRACTOR PURCHASE OF
EACH OF THE ITEMS LISTED BELOW, AND DETAILED IN
SPECIFICATIONS. PLAYGROUND EQUIPMENT, FABRIC
SHELTER STRUCTURES (4), METAL SHELTER ROOF,
BOARDWALK MATERIAL, ANOVA BENCHES, AND ANOVA
TABLES.
TREE MITIGATION PRACTICES:
1.) Contractor is responsible for clearly marking the proposed boardwalk and pathway on site
2.) Owner & Landscape Architect shall do a thorough walk through with the contractor and
adjust the pathway accordingly to minimize all tree impacts.
3.) The contractor will be responsible for documenting all tree removal that will include but
not limited to:
a.) DBH
b.) Type/Species
c.) Location
d.) Photos of Health Status
e.) Non-Wetland Forest (at least one acre of disturbance) 2:1 ratio
4.) An area on site will be identified for replacement trees to be located.
5.) Mitigation efforts and location of all replacements shall be thoroughly documented for
future Mitigation Performance that will include all Monitor Reporting outlined in the DNR
Information Bulletin #17 (Fifth Amendment) Page 9 XI.
ALTERNATE #2 CONSISTS OF ONE PARK RULES SIGN AND 10
INTERPRETIVE SIGNS (DETAILED IN SPECIFICATIONS). TO BE
MANUFACTURED AND INSTALLED BY BELMONT GRAPHICS.
CONTACT: SHIELA BIRSFIELD, (765) 620-5900 AND
belmontgraphics@nremc.net.
PZ-2021-00091 TAC
1
1
S-1 DISTRICT
SETBACK REQUIREMENTS
MINIMUM FRONT YARD SETBACK -40 FEET FOR A PRINCIPAL BUILDING
-SEE SECTION 5.02 FOR ACCESSORY BUILDING SETBACKS
MINIMUM SIDE YARD SETBACK -10 FEET FOR SINGLE-FAMILY DWELLINGS
-20 FEET FOR ALL OTHER USES
-SEE SECTION 5.02 FOR ACCESSORY BUILDING SETBACKS
MINIMUM AGGREGATE OF SETBACK -30 FEET FOR SINGLE-FAMILY DWELLINGS
-50 FEET FOR ALL OTHER USES
MINIMUM REAR YARD SETBACK -20 FEET FOR SINGLE-FAMILY DWELLINGS
-15 FEET FOR ALL OTHER USES
-SEE SECTION 5.02 FOR ACCESSORY BUILDING SETBACKS
1
TOTAL SITE DISTURBANCE: 5.46 ACRES1
NOTE:
1.No earth disturbing activity may commence without an approved storm water
management permit.
2.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.
3.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,
multi-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.
4.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-of-way.
1
RUSSELL L. WEBSTER II, PE No. 11900318
0/00/2019RUSSELL L . W EBST
E
R
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I
PRO
FESSION A L E N GINEERREG I S T ER
E
DIND I A N A
PE11900318
STATE OF
NO.
The project consists of demolition of several concrete walks
and an existing playground. The propose elements include
a permeable playground surface, permeable trail surface,
raised boardwalk sections, several concrete walks, a
shelter roof replacement, four fabric shade shelters, and
site furnishings. Two parking spaces will be paved to
improve ADA accessibility. Miscellaneous seeding and tree
mitigation is also proposed.1