HomeMy WebLinkAboutC18 UTILITY PROFILESPROPOSED DRAINAGE STR. 13- 13.1
905
910
915
920
905
910
915
920
PROPOSED DRAINAGE STR. 12-12.2
905
910
915
920
925
905
910
915
920
925
PROPOSED DRAINAGE STR. 11- 11.1
905
910
915
920
905
910
915
920
PROPOSED DRAINAGE STR. 20- 23
900
905
910
915
920
925
900
905
910
915
920
925
911.29911.311+00911.69915.17912.02914.712+00912.43913.38912.86913.863+00912.83913.79912.60913.8912"(SW)911.523+52.6912"(W)909.9512"(NE)910.052+71.9312"(N)909.3712"(E)909.471+13.2012"(S)909.000+05.0023
T.R. 913.82R-2560-EA-E1081 LF OF 12" RCP
@ 1.82% SLOPE
22
T.R. 913.25R-2560-EA-E10159 LF OF 12" RCP
@ 0.30% SLOPE
21
T.R. 912.60R-2560-EA-E10108 LF OF 12" RCP
@ 0.34% SLOPE
20
T.R. 910.67STR.PROPOSED GROUND
EXISTING GROUND
PROPOSED DRAINAGE STR. 11- 11.4
905
910
915
920
905
910
915
920
911.13914.111+00911.19914.13911.03914.601+00911.76914.3721"(N)908.3012"(S)908.9627"(E)908.2012"(NW)908.308"(SE)907.800+05.0012"(NE)910.061+09.9310 LF OF 12" RCP
@ 0.33% SLOPE
12"(N)909.9312"(SW)910.030+99.9511
T.R. 913.57R-3286-8V11.4
T.R. 913.56NYLOPLAST 24" INLET11.3
T.R. 914.10R-3286-8V95 LF OF 12" RCP
@ 1.02% SLOPE
11
T.R. 913.57R-3286-8V12"(SE)910.000+21.3921"(N)908.3012"(S)908.9627"(E)908.2012"(NW)908.308"(SE)907.800+05.0011.1
T.R. 913.51STR.16 LF OF 12" RCP
@ 10.37% SLOPE
18"(NE)909.2021"(S)909.106"(SE)909.206"(NE)909.2012"(NW)909.200+05.0012"(SE)910.410+22.3813
T.R. 914.50R-3286-8V13.1
T.R. 913.91NYLOPLAST 24" INLET17 LF OF 12" RCP
@ 6.95% SLOPE
21"(N)908.8021"(S)908.7012"(E)908.800+05.0112"(W)910.456"(NW)911.006"(N)911.646"(NW)910.651+38.8312"(E)909.5712"(W)909.476"(E)909.570+75.8312
T.R. 914.19R-3286-8V71 LF OF 12" RCP
@ 0.95% SLOPE
12.2
T.R. 914.14R-347263 LF OF 12" RCP
@ 1.40% SLOPE
12.1
T.R. 914.01R-3472PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND
EXISTING GROUND
EXISTING GROUNDEXISTING GROUNDEXISTING GROUND
PROPOSED GROUND
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PVC SDR 35
TOP: 907.15
PROPOSED DRAINAGE STR. 10-15900905910915920925900905910915920925
N/AN/AN/AN/AN/AN/AN/AN/A
PROPOSED DRAINAGE STR. 13- 13.1905910915920905910915920PROPOSED DRAINAGE STR. 12-12.2905910915920925905910915920925PROPOSED DRAINAGE STR. 11- 11.190591091592090591091592015
T.R. 914.13R-347214
R-347213
R-3286-8V@ 0.25% SLOPE12
R-3286-8V@ 0.35% SLOPE11
R-3286-8V12"(W)910.45@ 0.64% SLOPE12"(E)909.8818"(SW)909.79@ 0.46% SLOPE18"(NE)909.2012"(NW)909.2012"(E)908.80@ 0.35% SLOPE12"(S)908.9612"(NW)908.3010
STR.PROPOSED GROUND EXISTING GROUND
PROPOSED SANITARY STR. EX SAN1-MH-ILC3900905910915920900905910915920@ 0.30% SLOPE
PROPOSED DRAINAGE STR. 20- 2390090591091592092590090591091592092512"(SW)911.5212"(W)909.9512"(NE)910.0512"(N)909.3712"(E)909.471+13.2012"(S)909.0023
R-2560-EA-E1081 LF OF 12" RCP
@ 1.82% SLOPE22
R-2560-EA-E10@ 0.30% SLOPE21
R-2560-EA-E10@ 0.34% SLOPE20
STR.PROPOSED GROUNDEXISTING GROUND
PROPOSED DRAINAGE STR. 30 - STR. 31905910915920905910915920PROPOSED DRAINAGE STR. 11- 11.4905910915920905910915920PROPOSED DRAINAGE STR. EX1-OCS1900905910915920900905910915920PROPOSED DRAINAGE STR.40-4190591091592090591091592010 LF OF 12" RCP11
T.R. 913.57R-3286-8VT.R. 913.56NYLOPLAST 24" INLETT.R. 914.10R-3286-8V@ 1.02% SLOPE11
T.R. 913.57R-3286-8VT.R. 913.51STR.16 LF OF 12" RCP13
T.R. 914.50R-3286-8VT.R. 913.91NYLOPLAST 24" INLET17 LF OF 12" RCP12"(E)908.8012"(W)910.451+38.8312"(E)909.5712"(W)909.4712
R-3286-8V@ 0.95% SLOPE
R-3472@ 1.40% SLOPE
R-347231
T.R. 913.25R-2560-EA-E10@ 0.33% SLOPE30
T.R. 910.30???T.R. 909.47ex storm inletT.R. 911.32R-434212"(W)909.8812"(E)906.4412"(S)906.7241
R-2560-EA-E10@ 1.24% SLOPE
ex storm inlet1+63.86SANITARY MH@ 1.00% SLOPE
SANITARY MH@ 0.73% SLOPE
SANITARY MH@ 0.56% SLOPE
exist sanitary mh30 LF OF 12" RCP@ 0.15% SLOPEPROPOSED GROUND PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND PROPOSED GROUND
PROPOSED GROUNDPROPOSED GROUNDEXISTING GROUND EXISTING GROUND EXISTING GROUND
EXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUND
PROPOSED GROUNDPROFILE VIEW: 30:5
PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5
PROFILE VIEW: 30:5 PROFILE VIEW: 30:5 PROFILE VIEW: 30:5
PROFILE VIEW: 30:5 PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PVC SDR 35
TOP: 907.15
PVC SDR 35
TOP: 906.31
PVC SDR 35
TOP: 905.81
RCP
BOTTOM: 909.51
RCP
BOTTOM: 906.38
RCP
BOTTOM: 907.87
RCP
BOTTOM: 908.82
CA
913914914914TB 913.55
914.20
TW 914.77
BW 911.31 95 LF OF 12" RCP@ 1.02%159 LF OF 8" SDR 35 PVC118 LF OF 12" RCP
@ 0.15%
STR. 11
Type C MH / R-3286-8V
TR: 913.57
INV(N): 908.30
INV(S): 908.96
INV(E): 908.20
INV(NW): 908.30
INV(SE): 907.80
STR. 11.1
24'' ADS2824 Basin / ADS 2499CGS
TR: 913.51
INV(SE): 910.00
STR. 11.2
AQUA-SWIRL/AS-8
[SEE DETAIL-C22]
TR: 913.76
STR. EX.1
EXISTING STRUCTURE
INV(E): 906.44
INV(S): 906.72
STR. 11.3
Type C MH / R-3286-8V
TR: 914.10
INV(N): 909.93
INV(SW): 910.03
XA
XB
D3
D3
D5
S2
S2
CA
915
913
914
914914TB 913.55
914.20 113 LF OF 21" RCP87 LF OF 27"
R
C
P
STR. 11
Type C MH / R-3286-8V
TR: 913.57
INV(N): 908.30
INV(S): 908.96
INV(E): 908.20
INV(NW): 908.30
INV(SE): 907.80
STR. 11.1
24'' ADS2824 Basin / ADS 2499CGS
TR: 913.51
INV(SE): 910.00
STR. 11.2
AQUA-SWIRL/AS-8
XB
D3
S2 914914915TW 915.45
41 LF OF 6" SDR 35 PVC
@ 4.33%
STR. 13
Type C MH / R-3286-8V
TR: 914.50
INV(NE): 909.20
INV(S): 909.10
INV(SE): 909.20
INV(NE): 909.20
INV(NW): 909.20
DOWNSPOUT BOOT[SEE DETAIL-C22]
DOWNSPOUT BOOT[SEE DETAIL-C22]
STR. MH-ILC3
48 SANITARY DROP MANHOLE
TR: 915.90
INV(N): 911.29
STR. 13.1
24'' ADS2824 Basin / ADS 2499CGS
TR: 913.91
INV(SE): 910.41
17 LF OF 12" RCP
@ 6.95%
S4
D3 S1
S2
915915
915915915
TW 914.71
BW 911.54
118 LF OF 21" RCP
@ 0.25%113 LF OF 21" RCP@ 0.35%63 LF OF 12" RCP
@ 1.40%
71 LF OF 12" RCP
@ 0.95%223 LF OF 8" SDR 35 PVC@ 0.73%56 LF OF 8" SDR 35 PVC@ 1.00%47 LF OF 6" SDR 3
5
P
V
C
@ 1.00%
3 LF OF 6" SDR 35 PVC
@ 1.00%
9 LF OF 6" SDR 35 PVC
@ 1.00%80 LF
OF
6"
SDR
35
PVC@ 2
.82%
65 LF OF 6" SDR 35 PVC
@ 2.10%
17 LF OF 6" SDR 35 PVC
@ 1.71%
25 LF OF 6" SDR 35 PVC
@ 1.71%
STR. 12.2
Type C MH / R-3472
TR: 914.14
INV(W): 910.45
INV(NW): 911.00
INV(N): 911.64
INV(NW): 910.65
STR. 12.1
Type C MH / R-3472
TR: 914.01
INV(E): 909.57
INV(W): 909.47
INV(E): 909.57
STR. 12
Type C MH / R-3286-8V
TR: 914.19
INV(N): 908.80
INV(S): 908.70
INV(E): 908.80
STR. MH-ILC2
48 SANITARY MANHOLE
TR: 914.44
INV(N): 906.64
INV(S): 906.53
STR. RD06
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
STR. 3.4
SAN C/O. TYPE 3. Refer to MEP Plan
for Connection to Building
INV(SW): 911.60
STR. RD10
ROOF DRAIN CONNECT TO
STR. RD09
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.3
Cleanout. Refer to MEP Plan for
Connection to Building and Backflow
Preventer
INV(S): 913.00
INV(S): 907.20
INV(NE): 910.53
XC
D3
D3 D3
XD
XE
D1
S2
S2
S2
S2
S3
141ST STREET UTILITY EASEMENTUTILITY EASEMENTAB EXISTING FIRE HYDRANT
SPILLWAY LOCATION
REFER TO UTILITY DETAILS910
91591
5 909911912913913
9
1
4
914
916916 914914915915TB 913.10
TB 913.10
TB 913.10
913.72
914.90
913.85
913.65
914.98
914.08
TB 913.10
912.53
TW 915.06
BW 911.22 159 LF OF 8" SDR 35 PVC@ 0.56%108 LF OF 12" RCP@ 0.34%81 LF OF 12" RCP@ 1.82%
STR. EX SAN1
48 SANITARY MANHOLE
TR: 911.82
INV(N): 903.90
INV(W): 903.80
STR. 23
Type C MH / R-2560-EA-E10
CONNECT TO EXISITNG 12" CMP
TR: 913.82
INV(SW): 911.52
STR. 20
12" CES
INV(S): 909.00
STR. 21
Type C MH / R-2560-EA-E10
TR: 912.60
STR. 22
Type C MH / R-2560-EA-E10
TR: 913.25
INV(W): 909.95
INV(NE): 910.05
159 LF O
F
1
2
"
R
C
P
@ 0.30%
STR. 41
Type C MH / R-2560-EA-E10
CONNECT TO EXISTING 12" CMP
TR: 913.29217 LF OF 12" RCP@ 1.24%STR. MH-ILC1
48 SANITARY MANHOLE
TR: 914.45
INV(N): 904.90
INV(S): 904.79
38 LF OF 12" RCP
@ 1.00%D1
D5D5
D5
G1
D1
D1
S2
PLOT SCALE: 1:1 EDIT DATE: 8/11/21 - 10:02 AM EDITED BY: MJACKSON DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/11/21GENERAL NOTES
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
UTILITY LEGEND
KEYNOTES
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C18
UTILITY PROFILESISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
MWJ
1.IT SHALL BE THE SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF
WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER
STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. EACH
SUBCONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN
FIELD BEFORE WORK IS STARTED OR RESUMED.
2.ALL MATERIALS AND CONSTRUCTION FOR SANITARY SEWERS SHALL
BE IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
3.ALL MATERIALS AND CONSTRUCTION FOR STORM SEWERS SHALL BE
IN ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
4.ALL MATERIALS AND CONSTRUCTION FOR WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LOCAL AUTHORITY STANDARDS AND
SPECIFICATIONS.
5.ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVED AREAS TO BE BACKFILLED WITH
COMPACTED GRANULAR MATERIAL.
6.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7.ANY WATER MAINS TO HAVE 54" MINIMUM COVER OVER TOP OF
PIPE.
8.WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF
VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
(APPLIES TO COMMERCIAL ONLY)
9.STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH
STATE BOARD OF HEALTH.
10.ALL UTILITY CROSSING AND CLEARANCES TO BE IN CONFORMANCE
WITH THE REQUIREMENTS OF THE INDIANA STATE BOARD OF
HEALTH.
11.IF EXISTING FIELD TILES ARE ENCOUNTERED DURING CONSTRUCTION
THEY ARE TO BE TIED INTO THE PROPOSED STORM SEWER SYSTEM.
12.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN
SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL
IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A
REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE
OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE
CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN
PLANS AND AS APPROVED BY THE CITY OF CARMEL.
EXISTING LEGEND
0'30'60'
SCALE: 1"=30'
PLAN VIEW STR. 11-11.4
SCALE 1"=30'
PLAN VIEW STR. 11-11.1
SCALE 1"=20'PLAN VIEW STR. 13-13.1
SCALE 1"=20'
PLAN VIEW STR. 12-12.2
SCALE 1"=30'
PLAN VIEW STR. 20-23
SCALE 1"=40'
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE