HomeMy WebLinkAboutG610.0_2020-266_P_SU1.1.UPSTSTSTSTST
STSTST
ST
TBM#4 = 810.78 HARROWGATE ADDITION203-205LOT 61
LOT 62
ADJOINER
4
4
4
5
5
4
5
6
3
3
11
1
1
1
1
2
STR. #101
STR. #102
STR. #104
STR. #105
STR. #103
STR. #106
STR. #107
STR. #109
STR. #110
STR. #111
OUTLET CONTROL
STRUCTURE
STR. #112
5
1
7
7
8
8
8
8
8
8
9
9
9
9
9
9
25'BMP EASEMENTBMP EASEMENT25'
BMP EASE
M
E
N
T
25'10
STR. #108
UNDERGROUND DETENTION
BOTTOM OF CHAMBERS = 801.25
TOP OF CHAMBERS = 806.25
10 YEAR ELEV. = 803.72
100 YEAR ELEV. = 806.04
12
30 900 30 60
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 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 SHEET G2.1 FOR GRADING PLAN.
5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE
OWNED.
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
PROJECT NUMBER: TLF-2020-266
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 10.14.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC 10/14/2020A
CONSTRUCTION DOCUMENTS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
520 E MAIN STREET
CARMEL, IN 46032
PARKING LOT
ADDITION
19700317
No.
RESPONSE TO TAC COMMENTS 11/25/2020B
RESPONSE TO TAC COMMENTS 12/29/2020C
UTILITY KEYNOTES
1. PROPOSED 12" HDPE PIPE (SEE STORM SEWER STRUCTURE DATA TABLE
THIS SHEET)
2. PROPOSED 15" HDPE PIPE (SEE STORM SEWER STRUCTURE DATA TABLE
THIS SHEET)
3. PROPOSED UNDERGROUND DETENTION CHAMBERS WITH ISOLATOR ROW,
BMP-2 (SEE UNDERGROUND DETENTION DETAILS ON SHEET SU3.1)
4. PROPOSED STORM INLET TYPE "A" (SEE DETAIL ON SHEET SU2.1)
5. PROPOSED STORM MANHOLE TYPE "C" (SEE DETAIL ON SHEET SU2.1)
6. PROPOSED AQUA-SWIRL "AS-7", BMP-1 (SEE DETAIL ON SHEET SU2.2)
7. PROPOSED 30" NYLOPLAST MANHOLE (SEE DETAIL ON SHEET SU3.1)
8. PROPOSED PAVEMENT UNDERDRAINS (SEE DETAIL ON SHEET SU2.1)
9. PROPOSED LIGHT POLE (SEE LIGHTING PHOTOMETRIC PLAN, SHEET E2.02)
10. PROPOSED 4" PVC INSPECTION PORT (SEE DETAIL ON SHEET SU3.1)
11. PROPOSED 12" RCP (SEE STORM SEWER STRUCTURE DATA TABLE THIS
SHEET)
12. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING 18"
STORM SEWER PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND
DETENTION SYSTEM. IF CONFLICT EXIST BETWEEN 18" STORM SEWER AND
DETENTION SYSTEM NOTIFY ENGINEER IMMEDIATELY SO MODIFICATIONS
TO DETENTION SYSTEM CAN BE MADE.
SU1.1
UTILITY PLAN
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND
AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION
PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TO
SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL
REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULL
FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF
CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED
AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
STORM SEWER NOTE
07/21/21