HomeMy WebLinkAboutC401 SITE UTILITY PLAN105
PROPOSED
MULTI-TENANT
BUILDING
1-STORY, 11,000 GSF
DO NOT ENTER
DUMPSTER
ENCLOSURE/////////////////////////////
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E
D
BUILDIN
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1-STORY
,
2
,
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S
FDUMPSTERENCLOSURE
MICHIGAN ROAD (US 421)BENNET
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
622
621
611
672
615
614
612
6''SSL
6''SSL
6''SSL
GAS
METER
G
G
G
GAS METER
G
G
GAS METER
G
G
GAS METER
G
G
GAS METER
G G
G
GAS METER
G G GGAS METERG
G
2''W
2''W
2''W
1-1/2''W
UGEUGEUGEUGEUGE
UG
E
UGE UGE UGE UGE UGEUGEUGE631
UD
UD
UD
UDUDUDUD/////////////
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G
E
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 20.00'5'
N.A.E
.S.& P
.H.E
.
E2
E3
E4
E5
E4
E5
G2
G2
G2
G2
G2
G2
G2
G1
G1
G1
G1
G1
G1
SS1
SS1
SS1
SS1
SS1
SS1 15.3'15.9
'
84.5'95.4'46.9'
110.5'1
5
.
9
'15.3'SS3
INV.899.4
SS2
INV.900.0
SS2
INV.900.0
SS3
INV.899.7
SS3
INV.898.5
SS3
INV.897.5
SS5
INV.897.0
SS3
INV.898.8
SS2
INV.899.0
SS2
INV.899.0
SS3
INV.897.8
SS6
INV.896.6±
FIELD VERIFY LOCATION AND
INVERT PRIOR TO CONSTRUCTION
FFE:903.10
FFE:903
.
1
0
SS4
SS4
W2
W4
UX
UX
UX
194 LF OF 1
2
"
R
C
P
@
0
.
3
4
%
21 LF OF 12" RCP @ 0.34%
45 LF OF 12" RCP @ 0.36%
65 LF OF 12" RCP @ 0.46%
19 LF OF 15" RCP @ 0.65%108 LF OF 12" RCP @ 0.40%127 LF OF 15" RCP @ 0.35%
134
L
F
O
F
1
5"
R
C
P
@
0.
4
0
%
28 LF OF 12" RCP @ 0.32%
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.
ST2
ST2
W2
W3
E6
E6
W3
E3
RELOCATE PRIMARY CONDUIT TO NEW
TRANSFORMER FOR SIGN LIGHTING.
COORDINATE WITH POWER COMPANY.
W1
STORM STRUCTURE DATA TABLE
STRUCTURE I.D.
105
601
602
611
612
614
615
621
622
631
672
RIM
ELEVATION
899.50
900.09
900.56
900.47
901.01
901.13
901.28
899.31
899.45
899.35
898.50
NEENAH CASTING
DESIGNATION
ex. beehive
R-3286-8V
R-3286-8V
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:896.04 12" RCP (N)[601]
INV:896.21 12" RCP (E)[602]
INV:895.27 12" RCP (S)[621]
INV:895.06 15" RCP (NE)[612]
INV:895.60 12" RCP (NE)[631]
INV:896.71 15" RCP (SE)[614]
INV:897.57 12" RCP (S)[615]
INV:895.67 12" RCP (SE)[622]
INV:897.05 6" HDPE (N)[]
INV:896.76 6" HDPE (S)[]
INV:894.82 15" RCP (E)[611]
OUTFLOW
INV, SIZE, (DIRECTION), [DOWN STR.]
INV:896.00 12" RCP (S)[]
INV:896.11 12" RCP (S)[105]
INV:896.87 12" RCP (W)[601]
INV:894.94 15" RCP (W)[672]
INV:895.60 15" RCP (SW)[611]
INV:897.15 15" RCP (NW)[612]
INV:898.00 12" RCP (N)[614]
INV:895.57 12" RCP (N)[611]
INV:895.83 12" RCP (NW)[621]
INV:895.69 12" RCP (SW)[612]
INV:894.59 15" RCP (SW)[]
DESCRIPTION &
NOTES
ex. beehive inlet
2'x2' BOX
2'x2' BOX
48" DIA. MH
48" DIA. MH
2'x2' BOX
2'x2' BOX
2'x2' BOX
2'x2' BOX
2'x2' BOX
ex. beehive inlet
NOTE: STRUCTURE 613 WAS ELIMINATED.
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE I.D.
631
622
621
615
614
612
611
602
601
DOWNSTREAM
STRUCTURE I.D.
612
621
611
614
612
611
672
601
105
LENGTH OF
PIPE
28 LF
45 LF
65 LF
108 LF
127 LF
134 LF
19 LF
194 LF
21 LF
PIPE SIZE / TYPE
12" RCP
12" RCP
12" RCP
12" RCP
15" RCP
15" RCP
15" RCP
12" RCP
12" RCP
SLOPE %
0.32%
0.36%
0.46%
0.40%
0.35%
0.40%
0.65%
0.34%
0.34%
UPSTREAM
PIPE INV.
895.69
895.83
895.57
898.00
897.15
895.60
894.94
896.87
896.11
DOWNSTREAM
PIPE INV.
895.60
895.67
895.27
897.57
896.71
895.06
894.82
896.21
896.04
NOTE: STRUCTURE 613 WAS ELIMINATED.
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
11100 & 11150 N. MICHIGAN RD.
CARMEL, INDIANA 46077
HAMILTON COUNTY
SW 1
4, S6, T17N, R3E
SHEET NAME
SHEET NO.
C401
SITE UTILITY PLAN
1. REV PER CARMEL TAC 2/11/2021
2. REV PER TRICO REVIEW 2/19/2021
3. REV STRM SYSTEM 2/24/2021
4. ISSUED FOR BID 2/26/2021
5.REV NORTH DR/PARKING 3/28/2021
6.REV. WATER SERVICE 4/27/2021
AF
AF
AF
AF
AF
AF
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. CONTRACTOR 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.
E6 ELECTRIC - LOOP DETECTORS AT DRIVE THROUGH REQ'D. COORDINATE WITH MEP,
TENANT REQUIREMENTS AND OWNER PRIOR TO PAVEMENT CONSTRUCTION.
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 - BUILDING CLEANOUT, TYPE 1 WITH TYPE 2 COVER (WITHIN PAVEMENT),
SEE PLAN FOR INVERTS
SS3 SANITARY - CLEANOUT, TYPE 2, SEE PLAN FOR INVERTS
SS4 SANITARY - 1,000 GALLON GREASE INTERCEPTOR AND SAMPLE STRUCTURE. REF.
TRICO DETAILS.
SS5 SANITARY - CONNECT PR. SANITARY LATERAL TO EX. MANHOLE PER TRICO
STANDARDS.
SS6 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 IN SWALE
W1 WATER - PR. CORPORATION STOP TAP ON EX. 12" DUCTILE IRON MAIN PER CITIZENS
WATER STANDARDS
W2 WATER - PR. 1-1/2" DOMESTIC WATER SERVICE LINE WITH 1" METER & PIT.
W3 WATER - PR. 2" DOMESTIC WATER SERVICE TAP/LINE. METER & BACKFLOW WITHIN
BUILDING. COORDINATE SIZE/LOCATION WITH MEP PLANS.
W4 WATER - 8" DUCTILE IRON PIPE WITH CAPS ON EACH END FOR FUTURE FIRE SERVICE
AND REMOTE FIRE DEPARTMENT CONNECTION.
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.EXISTING UTILITIES SHOWN HEREON MAY NOT BE A COMPLETE INVENTORY OF ALL
EXISTING UTILITIES WITHIN THE AREAS OF CONSTRUCTION. CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING UTILITIES WITHIN AND ADJACENT TO THE AREAS OF
CONSTRUCTION AND NOTIFY THE OWNER AND ENGINEER OF ANY POTENTIAL
CONFLICTS WITH THE PROPOSED IMPROVEMENTS.
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
1-1/2" WATER SERVICE
CONNECTION DETAIL