HomeMy WebLinkAboutC401 UTILITY PLANS
758.3
9
758.0
8
757.8
3
757.9
3
757.7
5 757.8
0
758.1
2 758.1
0
758.2
6
758.2
8
ST
758.5
3
758.2
9758.0
8
758.2
8758.1
5
757.9
4
757.2
6
757.5
2
TR
756.9
8
756.6
2
ST
756.3
6
756.5
1
756.1
4
755.9
2
755.6
9
755.8
4
HY DW
758.2
758.0
6
9137
EL:758.52
PWP OHE1 E SHOT W SIDE
HOPEWELL PKWY.
(LOCAL, 2-LANE, 46' R/W)
INST. # 2008043635
E. 146th ST.
(PRIMARY ARTERIAL, 5-LANE, VARIABLE R/W)
S85°17'03"E 172.80'S00°00'00"E 245.82'S90°00'00"W 172.21'
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U]
[OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U][OH-U]MW
7'LANDSCAPE ESMT
INST. # 2008043644N00°00'00"E 260.02'FALCON NEST II, LLC
INST. # 2011063056
PROPOSED 1.00 ACRES
15' UTILITY ESMT
INST. # 2008033173
storm inlet
tor = 757.04
inv. 21" rcp (n) = 749.54
inv. 21" rcp (sw) = 749.54
storm inlet
tor = 757.08
inv. 21" rcp (s) = 749.28
inv. 24" rcp (n) = 749.28
storm inlet beehive
tor = 754.85
inv. 40" rcp (w) = 748.30
inv. 40" rcp (e) = 748.30
storm manhole
tor = 757.51
inv. 40" rcp (e) = 749.01
inv. 24" rcp (s) = 749.26
inv. 24" rcp (w) = 749.51
DON RIGO PROPERTIES, LLC
INST.# 2017002435
[ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST][ST]
sanitary manhole
tor = 756.20
inv. 10" pvc (s) = 746.00
inv. 10" rcp (e) = 746.05
ASPHALT PATH
storm inlet
tor = 755.65
bottom = 751.05 storm inlet
tor = 757.34
bottom = 752.89
[ST][ST][ST][ST]
[ST]
[ST]
[ST]
[ST]
[ST]
[ST]
storm manhole
tor = 757.01
inv. 40" rcp (w) = 745.71
inv. 40" rcp (n) = 745.71
inv. 12" rcp (e) = 752.01
[S][S][S][S][S]mon. well
TBM # 1
CUT "X" S.W CORNER BOLT
ON STRAIN POLE
ELEV. = 758.67
TBM # 2
CUT "BOX" ON CURB
ELEV. = 757.72
[W]
[W]
[W]
[W]
[W]
[W]
[W]
[W]
[W]
[W][W][W][W]
12" PVC WATER
M
A
I
N
P
E
R
P
L
A
N
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PROPOSED
VETERINARY CLINIC
1-STORY
5,970 SF ±
EX1
605
604
603
610
602
304
GAS
METERGGGGGGGGGGGGGG 2''W2''W2''WCT
UGE
UGE
UGE
UGEUGEUGEUGEUGECO1
CO2SSSSSS
CO3SSSSSSSSSSSS SS SS SS SS SS SS
305
E1
E2
G1
G2
SS1
INV.755.0
SS2
SS3
125 LF OF 15" RCP
@
0
.
4
4
%
53 LF OF
1
2
"
R
C
P
@
0
.
9
4
%
157 LF OF 12" RCP @ 0.50%
174 LF OF 12" RCP @ 0.32%UDUDUDU
D
UDST2
ST2
ST2
W1
W2
W3
8 LF OF 15" RCP @ 0.59%
ST5
FFE:759.10
SS6
59 LF OF 6" SDR35 PVC LATERAL @ 1.10%100 LF OF 6" SDR35 PVC LATERAL @ 1.10%
98 LF OF 6" SDR35 PVC LATERAL @ 1.07%
INV(N):754.30
INV(E):754.30
INV(W):753.20
INV(E):753.20SS5
SS5
REPLACE MANHOLE LID
WITH BEEHIVE, NEENAH
R-4342. ADJUST RIM
RIM= 756.5
UX
UX
STORM STRUCTURE DATA TABLE
STRUCTURE I.D.
304
602
603
604
605
610
RIM
ELEVATION
755.72
756.00
757.10
756.81
757.06
757.00
NEENAH CASTING
DESIGNATION
ex. beehive
R-4342
R-3286-8V
R-3286-8V
R-3286-8V
R-4342
INFLOW
INV, SIZE, (DIRECTION), [UPSTREAM STR.]
INV:751.25 15" RCP (N)[602]
INV:748.30 36" RCP (E)[]
INV:748.30 36" RCP (W)[]
INV:751.40 15" RCP (W)[603]
INV:752.16 12" RCP (N)[604]
INV:752.50 12" RCP (W)[610]
INV:753.05 12" RCP (W)[605]
OUTFLOW
INV, SIZE, (DIRECTION), [DOWNSTREAM STR.]
INV:751.30 15" RCP (S)[304]
INV:751.95 15" RCP (E)[602]
INV:752.95 12" RCP (S)[603]
INV:753.60 12" RCP (E)[604]
INV:753.00 12" RCP (E)[603]
DESCRIPTION &
NOTES
ex. mh
48" DIA. MH
48" DIA. MH
2'x2' BOX
2'x2' BOX
2'X2' BOX
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE I.D.
610
605
604
603
602
DOWNSTREAM
STRUCTURE I.D.
603
604
603
602
304
LENGTH OF
PIPE
53 LF
174 LF
157 LF
125 LF
8 LF
PIPE SIZE / TYPE
12" RCP
12" RCP
12" RCP
15" RCP
15" RCP
SLOPE %
0.94%
0.32%
0.50%
0.44%
0.59%
UPSTREAM
PIPE INV.
753.00
753.60
752.95
751.95
751.30
DOWNSTREAM
PIPE INV.
752.50
753.05
752.16
751.40
751.25
YELLOW DOG
VETERINARY
CLINIC
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:
GENERAL NOTES / LEGEND:
SECTION, TOWNSHIP, RANGE:
COOLER DESIGN, INC.
9135 NORTH MERIDIAN ST. STE A1
INDIANAPOLIS, INDIANA 46260
1/13/2021
2004002
E. 146TH ST. & HOPEWELL PKWY.
CARMEL, INDIANA 46033
HAMILTON COUNTY
NE 1
4 , S23 , T18N, R4E
SHEET NAME
SHEET NO.APPROVAL P
E
N
DI
N
G
NOT F
O
R
CONST
R
U
CTI
O
N
C401
UTILITY PLAN
AF AF AF
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.
KEY NOTES:
E1 ELECTRIC - NEW TRANSFORMER, COORD. NEW SERVICE
LINE WITH MEP PLANS AND POWER COMPANY.
E2 ELECTRIC - SECONDARY CONDUIT, COORD. WITH MEP
PLANS FOR SIZE AND CABLE REQUIRED.
E3 ELECTRIC - COORDINATE POWER DISTRIBUTION ONSITE
WITH MEP/SITE ELECTRICAL PLAN.
G1 GAS SERVICE LINE, COORD. SIZE & LOCATION WITH MEP
PLANS AND GAS CO.
G2 GAS METER, COORD WITH MEP PLANS & GAS CO.
SS1 SANITARY - BLDG. CLEANOUT, TYPE 1, PER CARMEL
SANITARY DETAILS, SEE PLAN FOR INVERTS
SS2 SANITARY - 6" SDR 26 PVC LATERAL @ 1.04% MIN.
SS3 SANITARY - CONNECT LATERAL TO EX. SANITARY
MANHOLE WITH INTERNAL DROP PER CARMEL SANITARY
STANDARDS.
SS4 SANITARY - NEW SANITARY MANHOLE
SS5 SANITARY - CLEANOUT, TYPE 3, PER CARMEL SANITARY
STANDARDS AND DETAILS. SEE PLAN FOR INVERTS.
SS6 SANITARY - EXISTING SANITARY SEWER
STRUCTURE/MAIN TO REMAIN. PROTECT THROUGHOUT
CONSTRUCTION.
SS7
ST1 STORM - PR. STRUCTURE, REF.
STORM STRUCTURE TABLE
ST2 STORM - 20 LF 6" PERFORATED UNDERDRAIN AT 1%
TOWARDS INLET
ST3 STORM - ROOFDRAIN CLEANOUT. REF. MEP PLANS.
ST4 STORM - 6" HDPE N12 ROOF DRAIN PIPE AT 1.0%. SEE
PLAN FOR LENGTH. CONNECT TO DOWNSTREAM
DRAINAGE STRUCTURE AS ILLUSTRATED.
ST5 STORM - CORE DRILL AND CONNECT NEW STORM PIPE
TO EX. MANHOLE PER CARMEL STORMWATER
STANDARDS.
W1 WATER - PR. 2" DOMESTIC SERVICE VALVE, (2) 1" METERS.
COORDINATE SIZE/LOCATION WITH MEP PLANS. REF.
DETAIL ON THIS SHEET.
W2 WATER - PR. 2" TAP ON EXISTING WATER MAIN PER
CARMEL WATER STANDARDS.
W3 WATER - EX. FIRE HYDRANT.
W4
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. OPEN CUTS SHALL BE AVOIDED.
4XX
6XX
XX
2" WATER SERVICE
CONNECTION DETAIL
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
F:\2020\2004002 - Yellow Dog Vet\02 Civil\Plans\C401.dwg, C401, 1/15/2021 4:46:13 PM, Ashton Fritz, DWG To PDF.pc3, ANSI full bleed D (34.00 x 22.00 Inches), 1:1