HomeMy WebLinkAbout24_G2.05-EROSION CONTROL PLAN-SOUTHWESTSFSFSFSFSF SFSF
SF
SF
WTR
SAN
WTR
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SAN SAN
WTR
SAN SAN SANWTR SF SFSFS
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1
1
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6
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ST-104
ST-102
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CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
6
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UNDERGROUND
DETENTION
CHAMBERS
MATCH LINE (NORTH/SOUTH)
ST-202
ST-201
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3
8
ISOLATOR ROW BMP
2
BENCHMARKS:
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'sbelow.
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!
ARCHITECT
Carmel Clay Schools
CONSULTANT
Construction Documents
WWW.FHAI.COM317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 East Main Street
Carmel, Indiana 46033
CARMEL HARTMAN
FIELD IMPROVEMENTS
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: May 12, 2021
DRAWN BY: HHW
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
REV.
NO. DESCRIPTION DATE
G2.05
EROSION CONTROL
PLAN - SOUTHWEST
USGS BENCHMARK INFORMATIONEROSION CONTROL LEGEND
CW
PT
SF
30 900 30 60
EROSION CONTROL NOTES
1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE
REQUIRED BY THE INSPECTOR.
2. 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.
3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN
CONFORMANCE WITH CHAPTER 600 OF THE CITY OF CARMEL
STORMWATER TECHNICAL STANDARDS MANUAL, LATEST EDITION.
DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT
ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE
REQUIREMENTS AS SET FORTH IN THE MANUAL.
1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE
PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE
ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED.
3. 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.
4. SEE EROSION CONTROL DETAILS ON SHEET G4.2
5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
6. 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 DEVELOPERS
RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE
LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
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.
GENERAL NOTES
EROSION CONTROL KEYNOTES
1. SEDIMENT BAG INLET PROTECTION
2. TEMPORARY SEEDING
3. EROSION CONTROL BLANKET
4. CONCRETE WASHOUT
5. PORTABLE TOILETS
6. SILT FENCE
7. CONSTRUCTION ENTRANCE
8. ROCK DONUT
9. RIPRAP OUTLET CONTROL
08/19/21