HomeMy WebLinkAboutSU1_Site Utility PlanPROPOSED 50' DRAINAGE& UTILITY EASEMENTP2P2P2P2P2P2P2P2P2P2P2P2P2P1
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P1 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P2 P2
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P4P4P3P3P4P4P3P3P4P4P3P3
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P2GGGGGGGGGG
GGGGGGGG G G G G G
FPFPFPFP FPFPFP
GG G G G G G G G G G G G G G G G GGGGGGGGG 83 LF OF 8" PVC @ -1.04%
3 LF OF 8" PVC @ -1.04%
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3
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8
13
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15
18
12
9
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11 ST-202ST-203
ST-104
ST-BMP-1
ST-101
ST-102ST-103
ST-204
ST-200
ST-201
ST-106
ST-CO 1
ST-CO 2
ST-CO 4
ST-CO 3
ST-CO 5ST-300
ST-301
SAN CO 1
RIM. = 782.57'
INV. 779.22 (N)
INV. 779.22 (S)
SAN 1
RIM. = 779.76'
INV. 778.24 (SE)
ST-SAN CO 2
RIM. = 782.45'
INV. 779.10 (NW)
INV. 779.10 (S)
ST-105
ST-202A
ST-501
ST-502
2
GENERAL NOTES
1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND AND
ABBREVIATIONS.
2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHIC
SURVEY INFORMATION.
3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.
3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.
4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.
5.SEE SHEET SU2.1 FOR STORM PIPE INSTALLATION DETAILS
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 DEVELOPER TO
RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO
BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED
RIGHT-OF-WAY LINE.
KEYNOTES
1 CONNECT TO EXISTING WATER LINE OFFSITE.
PROVIDE TAP ON EXISTING WATER LINE WITH GATE VALVE.
CONTRACTOR SHALL CONTACT LOCAL WATER UTILITY NOT LESS THAN 72
HOURS BEFORE START OF CONSTRUCTION OF WATER LINE.
SEE SHEET SU1.3
C-900 6" WATER LINE - SEE SHEET SU1.2
117' OF C-900 6" WATER LINE - SEE DETAIL CW4-1/SU4.1
64' OF C-900 6" WATER LINE - SEE DETAIL CW4-1/SU4.1
528' OF C-900 6" WATER LINE - SEE DETAIL CW4-1/SU4.1
415' OF C-900 6" WATER LINE - SEE DETAIL CW4-1/SU4.1
523' OF C-900 6" WATER LINE - SEE DETAIL CW4-1/SU4.1
413' OF C-900 6" WATER LINE - SEE DETAIL CW4-1/SU4.1
PIPE RESTRAINT - SEE SHEET SU4.1 FOR RESTRAINT DETAILS.
RESTRAINTS SHALL COMPLY WITH CITY OF CARMEL STANDARDS.
FIRE DEPARTMENT CONNECTION - SEE DETAIL CW5/SU4.1
FIRE HYDRANT - SEE DETAIL CW8 ON SHEET SU4.1
POST INDICATOR VALVE - SEE DETAIL H/SU4.1
GAS LINE - SEE MEP PLANS FOR SIZE AND ADDITIONAL INFORMATION
GAS METER AND REGULATOR
SEE MEP PLANS FOR SIZE AND ADDITIONAL INFORMATION
128' OF C-900 4" WATER LINE - SEE DETAIL CW4-1/SU4.1
GATE VALVE ON 4" DOMESTIC SERVICE WATER LINE
SANITARY SEWER CLEANOUT - SEE DETAIL S-13/SU3.4
WATER LINE/SANITARY SEWER CROSSING
SEE DETAIL ON SHEET SU2.3
133' OF C-900 6" FIRE PROTECTION LINE
123' OF C-900 6" FIRE PROTECTION LINE
4" ELECTRICAL TRANSFORMER CONCRETE PAD
PULL BOX - SEE ELECTRICAL PLAN
LIFT STATION - SEE SHEET SU3.1
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5
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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'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!
LEGEND
CLEANOUT
GAS LINE
STORM SEWER
MANHOLE / INLET
WATER LINE
SITE ADDRESS:
5459 EAST MAIN STREET
CARMEL, IN. 46033
DEPARTMENT OF PLANNING &
DEVELOPMENT ADDRESS:
1100 WEST OAK STREET
ZIONSVILLE, IN. 46225
SURVEY INFORMATION
FLOOD INFORMATION:
The described real estate lies within Zone X (Unshaded) as
plotted by scale on the Federal Emergency Management
Agency, National Flood Insurance Program, FIRM Flood
Insurance Rate Map for Community Number 180081, Map
Number 18057C0227G, effective November 19, 2014.
SEE SURVEY SHEETS (4 TOTAL) BY DLDS
DATED APRIL 18, 2016 FOR SURVEY
INFORMATION.
STORM SEWER PIPE AND STRUCTURE
NOTE:
SEE SHEET SU1.1 FOR STORM STRUCTURE
TABLE. SEE SHEET SU1.3 FOR STORM PROFILE.SITE LAYOUT PLAN
SCALE: 1"= 40'N
40 12004080 PLANNORTHN
WS ECOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
6/13/2019 3:21:38 PM\\data1\citrixprofiles$\amiller\My Documents\218052.00_ARCH_amiller.rvtPROJECT NUMBER: 2019199.00
INDOOR FACILITY
AT BADGER
FIELDS
CLAY TOWNSHIP
5459 E MAIN STREET
CARMEL, INDIANA
PROJECT ISSUE DATE: August 23, 2019
DRAWN BY: MTP
REV.
NO.DESCRIPTION DATE
11300453
SOI
STATE OF
ORPF
E
S NEER N LA E N GIANAINIDER DAHC I
IG S
No.
TERE
D
A
CNIK.N
DTAC COMMENTS 09/06/20191
TAC COMMENTS 12/03/20192
TAC COMMENTS 01/10/20203
SITE UTILITY PLAN
SU1.2
NEW BUILDING
FFE = 784.50'
MATCH LINE - SEE SHEET SU1.3