HomeMy WebLinkAboutCHS Murray Field Drainage Ditch Rehab C101STMSTM STMSTM STM STM STM STM STMSTM1
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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!
1. SEE DRAWING C002 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. 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.
GENERAL NOTES
COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
PROJECT NUMBER: TLF-2020-296
MURRAY FIELD
DRAINAGE DITCH
BANK
REHABILITATION
CARMEL CLAY SCHOOLS
520 STADIUM DRIVE
CARMEL, INDIANA
PROJECT ISSUE DATE: JULY 20, 2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
BID SET 07/20/2020
EXISTING CONDITIONS AND
DEMOLITION PLAN
C101
DEMOLITION KEYNOTES
1. EXISTING CONCRETE SPLASH PAD AND HEADWALL TO BE REMOVED.
2. RE-INSTALL PERMANENT ROCK CHECK DAM, SEE DETAIL ON SHEET C501.
REMOVE SOIL AND SEDIMENT FOLLOWING FINAL GRADING.
3. VIDEO INSPECT 160 LF OF EXISTING 18" CMP FOR ANY DEGRADATION OF
PIPE. IF ANY INFILTRATION IS OCCURRING AT BOTTOM OF PIPE, LINE
INTERIOR OF CMP OR REPLACE DAMAGED PORTION IF POSSIBLE.
4. PROTECT EXISTING RIPRAP DURING CONSTRUCTION.
5. REMOVE APPROXIMATELY 4 LF AT END OF 18" CMP FOR INSTALLATION OF
NEW END SECTION.
09/10/20