HomeMy WebLinkAboutC320 - Erosion Control Plan - G3.2TBM#1 = 813.74
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ST-112
TOR: 816.96
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TOR: 817.35
ST-109
TOR: 817.35
ST-110
TOR: 817.51
CONNECT PROPOSED
UNDERDRAINS TO EXISTING
STORM STRUCTURE
CONNECT PROPOSED
UNDERDRAINS TO EXISTING
STORM STRUCTURE
CONNECT PROPOSED
UNDERDRAIN TO PROPOSED
STORM STRUCTURE ST-117
TOR: 811.97
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ST-CO-2
ST-CO-1
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ST-300 ST-301-EX
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100% CONSTRUCTION DOCUMENTS
COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
KEY PLAN
BUILDING "A"
BUILDING "B"
A B
SOUTH
SUPPORT
BUILDING
GREYHOUND
ACTIVITIES
CENTER
5201 E Main Street, Carmel, IN 46033
317-844-9961
PROJECT NUMBER: 222154.00
PROJECT ISSUE DATE: 7.26.2024
DRAWN BY: ARS
317.848.0966
350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204
PROJECT MANAGER: PMR
222154.00
CARMEL HIGH
SCHOOL STADIUM
GRANDSTAND
RENOVATION
PROJECT
CARMEL CLAY SCHOOLS
2390 E. SMOKY ROW (HOME SIDE)
2450 E. SMOKY ROW (VISITOR SIDE)
CARMEL, IN 46032
PLAN
NORTH
REV.
NO.DESCRIPTION DATE
19700317
No.
CITY SUBMITTAL 08-14-20241
NORTH
40 12004080
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what's below.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
G3.2
EROSION CONTROL PLAN
LEGEND
HOME
GRAND STAND
FACILITY
FFE = 806.36'
GAC
SSB
DETENTION
BASIN
HOME
GRAND STAND
CONTRACTOR TO CONSTRUCT ALL
APPLICABLE SITE IMPROVEMENTS TO THE
CITY OF CARMEL CONSTRUCTION
STANDARDS, CURRENT EDITION.
https://www.carmel.in.gov/government/departments-services/engineering/construction-design
CITY OF CARMEL STANDARDS
SITE BENCHMARK INFORMATION
ELEVATIONS SHOWN HERON ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL
DATUM (NAVD88). IT IS MY OPINION THAT THE UNCERTAINTY IN THE ELEVATION OF
THE PROJECT BENCHMARK DOES NOT EXCEED 0.10 FOOT.
BM: HCBR 194 - HAMILTON COUNTY GEODETIC CONTROL DISK IN THE NORTHWEST
CORNER OF CONCRETE BRIDGE DECK OF THE BRIDGE CARRYING RANGE LINE ROAD
OVER LITTLE COOL CREEK.
ELEV. = 811.76
TBM#1: CUT SQUARE ON WEST SIDE OF CONCRETE LIGHT BASE LOCATED AT THE
NORTHWEST CORNER OF THE TENNIS COURTS.
ELEV. = 813.74
TBM#2: CUT SQUARE ON EAST SIDE OF CONCRETE LIGHT BASE OF THE THIRD LIGHT
FROM THE EAST ALONG THE SOUTH SIDE OF THE PARKING LOT DIRECTLY SOUTH OF
THE FOOTBALL STADIUM.
ELEV. = 809.81
TBM#3: CUT SQUARE ON THE EAST SIDE OF CONCRETE BASE OF A PEDESTRIAN
CROSSING SIGN LOCATED IN THE NORTHWEST QUADRANT OF STADIUM DRIVE AND
SMOKEY ROW ROAD (136TH ST.)
ELEV. = 803.80
1.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED
BY WEIHE ENGINEERS, DATED 09-21-2022. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR
TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER. IN AREAS WHERE UTILITIES CROSS, CONTRACTOR SHALL EXPOSE
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND REPORT
ANY ELEVATION CONFLICTS WITH PROPOSED UTILITIES TO THE ENGINEER.
3.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORMWATER MANAGEMENT PERMIT.
4.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATION REQUIRED
FOR ROAD PROJECTS THAT RESULT IN CONFLICT WITH PROPOSED
DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE
WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
5.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPARIED 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.REFER TO EROSION CONTROL DETAIL ON SHEET G3.4.
7.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE
PRIVATELY OWNED.
8.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.
GENERAL NOTES
CONTACT:
TYLER BARKER,
PROJECT MANAGER
CONTACT ADDRESS:
3834 S. EMERSON AVE.
INDIANAPOLIS, IN. 46203
EMAIL:
TBARKER@SKILLMAN.COM
PH. NO: 317-474-2288
EROSION CONTROL:
RESPONSIBLE PARTY
CONTACT INFORMATION
EROSION CONTROL KEYNOTES
1.SILT FENCE - SEE DETAIL B/G3.4
2.INLET SEDIMENT PROTECTION - SEE DETAIL H/G3.4
3.CONSTRUCTION ENTRANCE DRIVE - SEE DETAIL E/G3.4
4.SEED DISTURBED AREAS - SEE LANDSCAPE PLANS
5.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS
6.CONSTRUCTION TRAILER
7.CONCRETE WASHOUT - SEE DETAIL C/G3.4
8.SWPPP INFORMATION BOARD - SEE DETAIL F/G3.4
9.TREE PROTECTION - SEE LANDSCAPE PLANS
10.CONSTRUCTION LIMITS
11.WEIGHTED WATTLE - SEE DETAIL G/G3.4
12.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN
AND WORK AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF
VEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTO
ROADS OR OTHER PAVED AREAS.
14.EROSION CONTROL BLANKET - SEE DETAILS I, J & K/G3.4
1.INSTALL PROJECT INFORMATION SIGN
2.CONTRACTOR SHALL INSTALL INLET PROTECTION ON EXISTING OPEN GRATES
DEPICTED ON THIS PLAN.
3.FOLLOWING INLET PROTECTION, CONTRACTOR SHALL INSTALL SILT FENCE AT
LOCATIONS SHOWN ON THIS PLAN.
4.WEIGHTED WATTLES SHALL BE INSTALLED AT LOCATIONS SHOWN ON THIS PLAN.
5.PLACE CONSTRUCTION TRAILER
6.PLACE CONCRETE WASHOUT AND SIGN.
7.PLACE PORTABLE TOILETS
PRECONSTRUCTION EROSION CONTROL
MEASURES SEQUENCING
EROSION CONTROL GENERAL NOTES
EROSION CONTROL LEGEND
CW
SILT FENCE
PT
APPROXIMATE LIMITS
OF CONSTRUCTION
INDICATES LOCATION OF
CONCRETE WASHOUT
INDICATES LOCATION OF
PORTABLE TOILETS
SEDIMENT BAG INLET
PROTECTION
WW WEIGHTED WATTLE
INDICATES CONSTRUCTION
TRAFFIC DIRECTION
TP
T
P
TP
TREE PROTECTION REQUIRED
APPROXIMATE LIMITS OF
TEMPORARY SEEDING
EROSION CONTROL
BLANKET
1.CONTRACTOR SHALL AT ALL TIMES INSURE THAT EROSION CONTROL MEASURES
PROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE
COMMENCEMENT OF ANY PHASE OF CONSTRUCTION OR LAND ALTERATION ACTIVITY.
2.AS SOON AS AREAS ARE BROUGHT TO FINISH GRADE OR NEW DRAINAGE FACILITIES
ARE CONSTRUCTED, CONTRACTOR SHALL CONSTRUCT THE APPLICABLE EROSION
CONTROL MEASURES REQUIRED BY AND DELINEATED ON THE APPROVED PLAN.
3.DURING SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL: MAINTAIN ALL
PERIMETER SILT BARRIERS, PREVENT CONSTRUCTION SILTS FROM LEAVING THE SITE
AT ALL TIMES AND PLACE EXCAVATED MATERIALS AWAY FROM ANY DIRECT DRAINAGE
FLOW RUNOFF FROM THE SITE.
4.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREAS
IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING THE SITE
TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVED AREAS.
5.INLET EROSION CONTROL MEASURES SHALL BE INSTALLED AT ALL INLET STRUCTURES
TO KEEP PIPING SYSTEMS FREE OF SILTATION.
6.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
7.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH
CHAPTERS 600 AND 700 OF THE CITY OF CARMEL ENGINEERING CONSTRUCTION AND
DESIGN STANDARDS, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE
MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE
REQUIREMENTS SET FORTH IN THE CITY STANDARDS.
8.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY
IDEM, HCCSW AND/OR THE CITY OF CARMEL.
9.ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN
CONFORMANCE WITH THE CITY OF CARMEL STORMWATER SPECIFICATIONS AND
DETAILS, LATEST EDITIONS. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL
SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS
SET FORTH IN THE MANUAL.
DRAINAGE FLOW ARROW
WW
2
2
2 22
TAC COMMENTS 10-14-20242
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