HomeMy WebLinkAboutC19.0 UTILITY PROFILESPROPOSED DRAINAGE STR. 30 - STR. 31
905
910
915
920
905
910
915
920
913.06913.061+00913.76913.76PROPOSED DRAINAGE STR. EX1-OCS1
900
905
910
915
920
900
905
910
915
920
PROPOSED DRAINAGE STR.40-41
905
910
915
920
905
910
915
920
1+00 911.14914.892+00910.29915.44911.27914.531+00911.05913.42911.13907.3712"(W)909.391+03.1612"(E)909.060+05.0031
T.R. 913.24R-2560-EA-E1098 LF OF 12" RCP
@ 0.33% SLOPE
30
T.R. 910.30???EX.1
T.R. 909.47ex storm inletOCS 1.0
T.R. 908.00OCS 1.0A
T.R. 911.32R-434212"(W)909.882+23.4912"(E)906.4412"(S)906.720+05.0041
T.R. 913.29R-2560-EA-E10217 LF OF 12" RCP
@ 1.24% SLOPE
EX.1
T.R. 909.47ex storm inlet12"(E)906.4412"(S)906.720+05.0012"(W)906.771+53.6930 LF OF 12" RCP
@ 0.17% SLOPE
12"(W)906.6212"(E)906.721+23.35118 LF OF 12" RCP
@ 0.15% SLOPE
PROPOSED GROUND
PROPOSED GROUND
PROPOSED GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PROFILE VIEW: 30:5
PVC SDR 35
TOP: 905.81
RCP
BOTTOM: 909.51UTILITY EASEMENTUTILITY EASEMENTCB
POND 10 YEAR ELEV: 911.33'
POND 2 YEAR ELEV: 910.45'910911912913914 913.10
STR. 31
Type C MH / R-2560-EA-E10
TR: 913.24
INV(W): 909.39
STR. 30
12" CES
INV(E): 909.06
D1
BA
CA
910908908909909
911912913910909911914914 914.20
TW 914.77
BW 911.31 95 LF OF 12" RCP@ 1.02%118 LF OF 12" RCP
@ 0.15%
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. OCS 1.0A
OCS[SEE DETAIL-C22]/ R-4342
INV(W): 906.62
INV(E): 906.72
STR. OCS 1.0
12 CES
INV(W): 906.77
STR. 11.3
Type C MH / R-3286-8V
30 LF OF 12" RCP
@ 0.17%
XA
D3
D5
S2
141ST STREET
AB
BA BB911912913
91091591
5 909911912913913
9
1
4
914
916916 910909911912915914915TB 913.10
913.90
914.98
TB 913.10
912.70
TW 915.06
BW 911.22
TW 914.77
BW 911.31
95 LF OF 12" RCP@ 1.02%159 LF OF 8" SDR 35 PVC@ 0.56%108 LF OF 12" RCP@ 0.28%118 LF OF 12" RCP
@ 0.15%
STR. EX SAN1
48 SANITARY MANHOLE
TR: 911.82
INV(N): 903.90
INV(W): 903.80
[SEE DETAIL-C22]
TR: 913.76
STR. 20
12" CES
INV(S): 909.00
STR. 21
Type C MH / R-2560-EA-E10
TR: 912.91
INV(N): 909.30
STR. EX.1
EXISTING STRUCTURE
INV(E): 906.44
INV(S): 906.72
STR. OCS 1.0A
OCS[SEE DETAIL-C22]/ R-4342
INV(W): 906.62
INV(E): 906.72
159 LF O
F
1
2
"
R
C
P
@ 0.29%
STR. 41
Type C MH / R-2560-EA-E10
CONNECT TO EXISTING 12" CMP
TR: 913.29
INV(W): 909.88217 LF OF 12" RCP@ 1.24%STR. OCS 1.0
12 CES
INV(W): 906.77
STR. 11.3
Type C MH / R-3286-8V
TR: 914.10
INV(N): 909.93
INV(SW): 910.03
STR. MH-ILC1
48 SANITARY MANHOLE
TR: 914.45
INV(N): 904.90
INV(S): 904.79
30 LF OF 12" RCP
@ 0.17%
38 LF OF 12" RCP
@ 1.00%STR. 40
Type C MH / R-1714
TR: 913.66
INV(N): 909.40
INV(E): 909.50
D1
XA
D3
D5
D5
D5
D1
S2
S2
PLOT SCALE: 1:1 EDIT DATE: 8/31/21 - 11:21 AM EDITED BY: MJACKSON DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 8/31/21GENERAL NOTES
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.
C19
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. 30-31
SCALE 1"=20'
PLAN VIEW STR. EX01-OCS1
SCALE 1"=20'
PLAN VIEW STR.40-41
SCALE 1"=40'
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE
HYDRAULIC GRADE LINE