HomeMy WebLinkAbout09_G2.01.ECPBUILDING ADDITION
2,930 S.F.
F.F.E.= ±779.75' (M.E.)
ADJOINER
TBM#4 = 779.85
TBM#2 = 781.44
4
4
4 4
2
2SFSFSFSF11
1
14
4
4
4 TPTP
TP
TP TP
TP
TP
TP
1
3
11
6SFSFSFSFSF
SF3
7
CW
PT
5
8
10
10
10
10
10
10 10
10
10
10
10
10
10
10
11
11
11
12
4
4
4 SFSFSFSFSFSFSFSFSF SF
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'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! G2.01
EROSION CONTROL PLAN
1.SEE DRAWING GD0.01 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 SITE DEMOLITION PLAN ON SHEET GD1.0 FOR INITIAL EROSION CONTROL
MEASURES (TO BE MAINTAINED THROUGHOUT CONSTRUCTION).
5.SEE EROSION CONTROL DETAILS ON SHEET G2.02
6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
7.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.
8.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
CONSULTANT
CARMEL CLAY SCHOOLS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 EAST MAIN STREET
CARMEL, INDIANA
TAC SUBMITTAL
REV.
NO.DESCRIPTION DATE
ISSUE FOR BID/TAC REVIEW 03/15/20210
PROJECT NUMBER: 220144.00
PROJECT ISSUE DATE: MARCH 15, 2021
DRAWN BY: DBS
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
EDUCATIONAL
SERVICES CENTER
ADDITION AND
REMODELING
ADDENDUM #1 04/19/20211
CITY COMMENTS 08/19/20212
30 9003060
EROSION CONTROL KEYNOTES
1.SILT FENCE
2.SEDIMENT BAG INLET PROTECTION
3.REMOVE CONSTRUCTION ENTRANCE DRIVE AND STAGING
AREA WHEN NO LONGER NEEDED, REPLACE TOPSOIL TO
BRING BACK TO GRADE AND SEED
4.PERMANENT SEEDING
5.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS
6.STAGING AREA
7.RIPRAP AT AREA OF END SECTION
8.CONCRETE WASHOUT
9.EROSION CONTROL BLANKET
10.CONSTRUCTION LIMITS
11.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.
12.ROCK DONUT
EROSION CONTROL LEGEND
SEDIMENT BAG INLET PROTECTION
APPROXIMATE LIMITS OF CONSTRUCTION
APPROXIMATE LIMITS OF PERMANENT SEEDING
CW INDICATES LOCATION OF CONCRETE WASHOUT
SILT FENCE
PT INDICATES LOCATION OF PORTABLE TOILETS
EROSION CONTROL BLANKET
SF
TP
TP
TREE PROTECTION REQUIRED
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.
USGS BENCHMARK INFORMATION