HomeMy WebLinkAboutC401 UTILITY PLAN (V2)MICHIGAN RD(HWY 421)
98TH
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(50'PU
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BSL
AND
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421
GREENBELT30'
BUFFERYARD50'
BSL
30' BSL
15' BS
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5' BUF
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5' BUF
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611
53 LF
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1
2
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.
2
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612 60256 LF OF 4" PERFORATED UNDERDRAIN @ 0.00%27 LF OF 8" HDPE @ 0.45%ST2
39'±
83'±
SS1
SS2
INV=832.0
SS3
W1
W2
W3
60174 LF OF 12" HDPE N12 @ 0.34%W4
ST4
ST4
STORM STRUCTURE DATA TABLE
STRUCTURE I.D.
600
601
602
611
612
699
RIM
ELEVATION
884.27
884.49
882.30
-1.66
-1.50
0.00
NEENAH CASTING
DESIGNATION
R-1772
R-1772
NYLOPLAST DOME GRATE
???
???
N/A
INFLOW
INV:876.00 12" HDPE N12 (S)
INV:880.63 8" HDPE (S)
INV:880.75 6" HDPE (W)
INV:880.68 12" RCP (W)
INV:880.55 8" HDPE (S)
OUTFLOW
INV:880.63 8" HDPE (N)
INV:876.25 12" HDPE N12 (N)
INV:880.75 8" HDPE (N)
INV:880.80 12" RCP (E)
DESCRIPTION &
NOTES
EX. MANHOLE
PROPOSED BMP STRUCTURE
12" NYLOPLAST DRAINAGE
STRUCTURE WITH DOME GRATE
12 '' End Section
12 '' End Section
Pipe End
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE I.D.
601
601
602
612
DOWNSTREAM
STRUCTURE I.D.
602
600
699
601
611
LENGTH OF
PIPE
56 LF
74 LF
17 LF
27 LF
53 LF
PIPE SIZE / TYPE
6" HDPE
12" HDPE N12
8" HDPE
8" HDPE
12" RCP
SLOPE %
0.00%
0.34%
0.45%
0.45%
0.22%
UPSTREAM
PIPE INV.
880.75
876.25
880.63
880.75
880.80
DOWNSTREAM
PIPE INV.
880.75
876.00
880.55
880.63
880.68
PROJECT NO.
CHECK:DRAWN:
PLAN DATE:
DESIGN:
STATE OF
No.
PE10707583 OO14020 Mississinewa Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Fritz-Eng.com
PRELI
MI
N
A
R
Y
NOT
F
O
R
CONS
T
R
U
C
TI
O
N
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
TAKE 5
QUICK LUBE
JRF CONSTRUCTION
233 E. 175TH ST.
WESTFIELD, INDIANA 46074
5/16/2019
1904001
9799 MICHIGAN RD.
CARMEL, INDIANA 46032
HAMILTON COUNTY
S7, T17N, R3E
SHEET NAME
SHEET NO.
00 20'40'
SCALE: 1" = 20'
N
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.C401
UTILITY PLAN
1.REV. PER TAC CMNTS 7/17/2019
AF
AF AF KG
KEY NOTES:
E1 ELECTRIC - CONTRACTOR SHALL COORD. EXACT LOCATION,
SIZE OF SERVICE WITH MEP PLANS AND POWER CO.
SS1 SANITARY - 6" PVC SDR 26 LATERAL @ 1.04% MIN., SEE PLAN
FOR LENGTH
SS2 SANITARY - CLEANOUT, TYPE 1, SEE PLAN FOR INVERTS
SS3 SANITARY - CONNECT LATERAL TO SANITARY MAIN PER TRICO
REGIONAL SEWER STANDARDS.
ST1 STORM - PR. STRUCTURE, REF.
STORM STRUCTURE TABLE
ST2 STORM - 4" PERF. UNDERDRAIN
ST3 STORM - 8" HDPE N12 OUTLET PIPE. DISCHARGE TO
DOWNSTREAM ROADSIDE DITCH AS SHOWN. PROVIDE
ANIMAL GUARD ON PIPE END.
ST4 STORM - BUILDING DOWNSPOUT DISCHARGE TO GRADE. REF.
ARCH. PLANS FOR EXACT LOCATIONS AND SIZES/MAT'L.
W1 WATER - PR. 1" CORPORATION STOP TAP ON EX. 16" POLY
MAIN & CURB STOP PER CARMEL WATER STANDARDS
W2 WATER - PR. 1" DOMESTIC WATER SERVICE LINE. TYPE 'K'
COPPER.
W3 WATER - CONTRACTOR SHALL FIELD VERIFY LOCATION OF
EXISTING WATER MAIN PRIOR TO CONSTRUCTION.
W4 WATER - DOMESTIC WATER METER LOCATED INSIDE
BUILDING. REF. TO MEP PLANS.
UX UTILITY CROSSING, APPROX. LOCATION SHOWN.
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL
EX. UTILITIES WITHIN AREA OF WORK PRIOR TO
CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY
POTENTIAL CONFLICTS FOUND.
NOTES:
1.UTILITY CROSSINGS UNDER EX. PAVEMENT SHALL BE BORED
OR JACK & BORED WHERE POSSIBLE. OPEN CUTS SHALL BE
AVOIDED.
2.CONTRACTOR SHALL CONTACT VECTREN AT 1-800-227-1376
TO HAVE EXISTING GAS SERVICE TO EX. BUILDING
DISCONNECTED PRIOR TO DEMOLITION OF STRUCTURE.
6XX
XX#
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE 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.
EXISTING RIGHT-OF-WAY NOTE
ALL STORM WATER INLETS & CATCH BASIN
CASTINGS SHALL BE LABELLED WITH
ENVIRONMENTAL MESSAGING "NO DUMPING,
DRAINS TO STREAM" CAST IN RAISED OR RECESSED
LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS
STORM SEWER INLET NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED
WITH THE PROJECT LIMITS SHALL BE PRIVATELY OWNED
AND MAINTAINED BY OWNER.
STORM SEWER SYSTEM NOTE
CONTRACTOR TO VERIFY ALL EXISTING
CONDITIONS, INCLUDING UTILITIES AND
DRAINAGE INFRASTRUCTURE BEFORE
COMMENCING WITH CONSTRUCTION.
CONTRACTOR TO NOTIFY ENGINEER OF
ANY DISCREPANCIES.
EXISTING CONDITIONS NOTE