HomeMy WebLinkAboutC401 Site Utility Plan/////////////
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PROPOSED
MULTI-TENANT
BUILDING
1-STORY, 11,000 GSF
DUMPSTER
ENCLOSURE DO NOTENTERDO NOTENTERSTOPSTOPPROPO
S
E
D
BUILDI
N
G
1-STOR
Y
,
2
,
0
0
0
G
S
FDUMPSTERENCLOSURE
MICHIGAN ROAD (US 421)BENNE
T
T
P
A
R
K
W
A
Y
(VAR. R
/
W
)REDD ROAD
(60
'
R
/W
)REDD ROAD(50' R/W)BOONE COUNTYHAMILTON COUNTYG
9,522 GSF
81'
E
15' D. & U.E.602
601
105
622
621
611
672
615
614
613
612
6''SSL
6''SSL
6'
'SSL
2''W
GAS
METER
G
G
G
GAS METERG
G
GAS METERG
G
GAS METERG
G
GAS METERG G
G
GAS METERG G
GGAS METERG
G PIV6''W2'
'W2'
'W2'
'W2'
'W2'
'W
1''W
1''W
4''W
UGEUGEUGEUGEUGEU
G
E
UGE UGE UGE UGE UGE
U
G
E
UGEUG
E
631
N 00°30'47" W 654.27'55.02'
N 00°37'13" W
N 73°44'
4
5
"
E
1
3
1
.
2
3'S 16°15'44" E 744.76
'
N 25°44'45" E
23.39'
CAPPED REBAR SET CAPPED REBAR SET
15' D.S. & U.E.5' N.A.E.S.& P.H.E.L2 L1L3L5L4
L6
SIGN EASEMENT
L1 S 16°15'44" E 38.46'
L2 S 73°44'45" W 16.53'
L3 S 16°15'15" E 15.00'
L4 S 73°44'45" W 20.00'
L5 N 16°15'15" W 15.00'
L6 N 73°44'45" E 20.00'
E2
E3
E4
E5
E4
E5
G2
G2
G2
G2
G2
G2
G2
G1
G1
G1
G1
G1
G1
G1
SS1
SS1
SS1
SS1
SS1
SS1 15.3'15.3'84.5'95.4'46.9'
110.5'15.3'15.3'SS2
INV.899.4
SS2
INV.899.6
SS2
INV.900.0
SS2
INV.899.7
SS2
INV.898.5
SS2
INV.897.5
SS4
INV.897.0
SS2
INV.898.1
SS2
INV.898.3
SS2
INV.898.0
SS2
INV.897.8
SS5
INV.896.6±
FFE:903.25
FFE:90
3
.
2
5
SS3
SS3
W1
W3
W3
W2
W2
W3
W3
W10
W10
W10
W10
W5
W6 W7
W8
W9
UX
UX
UX
204 LF OF
1
2
"
R
C
P
@
0
.
3
4
%
21 LF OF 12" RCP @ 0.34%
45 LF OF 12" RCP @ 0.36%
63 LF OF 12" RCP @ 0.48%
12 LF OF 15" RCP @ 2.01%108 LF OF 15" RCP @ 0.40%8
7
L
F
O
F
1
5
"
RCP
@
0
.
3
5%
48 LF OF 15" RCP @ 0.40%143 L
F
O
F 1
5"
R
C
P
@ 0.4
0
%
27 LF OF 12" RCP @ 0.33%
CORE DRILL AND CONNECT NEW STORM PIPE TO EX.
STRUCTURE PER CITY OF CARMEL STORMWATER STANDARDS.
CORE DRILL AND CONNECT NEW
STORM PIPE TO EX. STRUCTURE
PER CITY OF CARMEL
STORMWATER STANDARDS.
STORM STRUCTURE DATA TABLE
STRUCTURE I.D.
105
601
602
611
612
613
614
615
621
622
631
672
RIM
ELEVATION
899.50
900.09
900.80
900.34
901.09
901.34
901.00
901.28
899.35
899.45
899.35
897.69
NEENAH CASTING
DESIGNATION
ex. beehive
R-3286-8V
R-3286-8V
R-3010
R-3010
R-3010
R-3286-8V
R-3286-8V
R-3286-8V
R-3286-8V
R-4342
ex. beehive
INFLOW
INV, SIZE, (DIRECTION), [UP STR.]
INV:896.00 12" RCP (N)[601]
INV:896.17 12" RCP (E)[602]
INV:895.60 12" RCP (S)[621]
INV:895.95 15" RCP (NE)[612]
INV:896.81 12" RCP (E)[631]
INV:896.81 15" RCP (SE)[613]
INV:897.10 15" RCP (SE)[614]
INV:897.50 15" RCP (S)[615]
INV:896.00 12" RCP (SE)[622]
INV:895.00 15" RCP (E)[611]
OUTFLOW
INV, SIZE, (DIRECTION), [DOWN STR.]
INV:896.07 12" RCP (S)[105]
INV:896.87 12" RCP (W)[601]
INV:895.25 15" RCP (W)[672]
INV:896.52 15" RCP (SW)[611]
INV:897.00 15" RCP (NW)[612]
INV:897.40 15" RCP (NW)[613]
INV:897.93 15" RCP (N)[614]
INV:895.90 12" RCP (N)[611]
INV:896.16 12" RCP (NW)[621]
INV:896.90 12" RCP (W)[612]
DESCRIPTION &
NOTES
ex. beehive inlet
2'x2' BOX
2'x2' BOX
48" DIA. MH
48" DIA. MH
48" DIA. MH
2'x2' BOX
2'x2' BOX
2'x2' BOX
2'x2' BOX
2'x2' BOX
ex. beehive inlet
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE I.D.
631
622
621
615
614
613
612
611
602
601
DOWNSTREAM
STRUCTURE I.D.
612
621
611
614
613
612
611
672
601
105
LENGTH OF
PIPE
27 LF
45 LF
63 LF
108 LF
87 LF
48 LF
143 LF
12 LF
204 LF
21 LF
PIPE SIZE / TYPE
12" RCP
12" RCP
12" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
12" RCP
12" RCP
SLOPE %
0.33%
0.36%
0.48%
0.40%
0.35%
0.40%
0.40%
2.01%
0.34%
0.34%
UPSTREAM
PIPE INV.
896.90
896.16
895.90
897.93
897.40
897.00
896.52
895.25
896.87
896.07
DOWNSTREAM
PIPE INV.
896.81
896.00
895.60
897.50
897.10
896.81
895.95
895.00
896.17
896.00
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
ashton@Fritz-Eng.com
Fritz Engineering
Services, LLC
REVISIONS AND ISSUES BYDATE
CLIENT:
PROJECT:
PROJECT LOCATION:
PROJECT TEAM:
SECTION, TOWNSHIP, RANGE:
THE AVENUE
AT BENNETT FARM
JDF DEVELOPMENT
11710 PEBBLEPOINTE PASS
CARMEL, INDIANA 46033
11/18/2020
200905
BENNETT PKWY & MICHIGAN RD.
CARMEL, INDIANA 46077
HAMILTON COUNTY
SW 1
4, S6, T17N, R3E
SHEET NAME
SHEET NO.APPROVAL PE
N
DI
N
G
NOT F
O
R
CONST
R
U
CTI
O
N
C401
SITE UTILITY PLAN
AF AF KG
00 30'60'
SCALE: 1" = 30'
N
"IT'S THE
LAW"
R
Know what's below.
Call before you dig.
2 WORKING DAYS BEFORE YOU DIG.
KEY NOTES:
E1 ELECTRIC - CONTRACTOR SHALL COORD. EXACT LOCATION, SIZE OF SERVICE
WITH MEP PLANS AND POWER CO.
E2 ELECTRIC - EX. TRANSFORMER. CONTRACTOR SHALL COORDINATE SERVICE WITH
POWER CO. APPROX. LOCATION SHOWN.
E3 ELECTRIC - PR. TRANSFORMER. CONSTRACT SHALL COORDINATE SERVICE WITH
POWER CO. APPROX. SIZE/LOCATION SHOWN.
E4 ELECTRIC - PR. SECONDARY ELECTRIC SERVICE. COORDINATE CONDUIT AND
WIRE WITH MEP PLANS.
E5 ELECTRIC - CT CABINET. REF. MEP PLANS FOR EXACT LOCATION AND TENANT
DISTRIBUTION/METER LOCAITONS.
G1 GAS - PROPOSED GAS SERVICE LINE. REF. MEP PLANS FOR SIZE. COORDINATE
SERVICE WITH GAS CO.
G2 GAS - TENANT GAS METER. REF. MEP PLANS FOR EXACT SIZE AND LOCATION.
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 - 1,000 GALLON GREASE INTERCEPTOR. REF. TRICO DETAILS.
SS4 SANITARY - CONNECT PR. SANITARY LATERAL TO EX. MANHOLE PER TRICO
STANDARDS.
SS5 SANITARY - CONNECT LATERAL TO EX. SANITARY MAIN PER TRICO REGIONAL
SEWER STANDARDS. VERIFY MAIN LOCATION AND DEPTH IN FIELD BEFORE
CONSTRUCTION.
ST1 STORM - PR. STRUCTURE, REF.
STORM STRUCTURE TABLE
ST2 STORM - 6" 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. 2" CORPORATION STOP TAP ON EX. 12" DUCTILE IRON MAIN PER
CITIZENS WATER STANDARDS
W2 WATER - PR. 2" DOMESTIC WATER SERVICE LINE.
W3 WATER - PR. 2" DOMESTIC SERVICE VALVE, (2) 1" METERS. COORDINATE
SIZE/LOCATION WITH MEP PLANS. REF. DETAIL ON THIS SHEET.
W4 WATER - PR. 2" PRIVATE DOMESTIC DISTRIBUTION LINE.
W5 WATER - PR. 6" TAPPING SLEEVE, VALVE AND BOX ON EXISTING WATER MAIN.
W6 WATER - PR. 6" PRIVATE FIRE SERVICE LINE
W7 WATER - POST INDICATOR VALVE, COORDINATE TYPE AND LOCATION WITH
CITIZENS & CARMEL FIRE DEPARTMENT.
W8 WATER - REMOTE FIRE DEPARTMENT CONNECTION. COORDINATE EXACT
LOCATION WITH CARMEL FIRE DEPARTMENT. COORDINATE SIZE OF LINE WITH
MEP.
W9 WATER - CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING WATER MAIN
PRIOR TO CONSTRUCTION.
W10 WATER - 1" DOMESTIC SERVICE LINE WITH 3
4" METER. COORDINATE SIZE/LOCATION
WITH MEP PLANS. REF. DETAILS ON THIS SHEET
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.
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 LABELED 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
2" WATER SERVICE
CONNECTION DETAIL
1" WATER SERVICE
CONNECTION DETAIL
F:\2020\2009005 - JDF Development Carmel\02 Civil\Plans\C401.dwg, C401, 11/18/2020 2:12:45 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1