HomeMy WebLinkAboutC20.0 UTILITY PROFILESPROPOSED SANITARY STR. EX SAN1-MH-ILC3
900
905
910
915
920
900
905
910
915
920
911.07915.291+00910.99914.96910.96914.622+00911.15914.54911.02914.233+00910.92914.14910.82914.684+00910.75914.44911.22915.716"(N)908.208"(S)907.206"(NE)908.204+56.808"(N)906.648"(S)906.534+00.428"(N)904.908"(S)904.791+77.198"(E)903.907"(W)903.800+02.61MH-ILC3
T.R. 915.90SANITARY MH56 LF OF 8" SDR 35 PVC
@ 1.00% SLOPE
MH-ILC2
T.R. 914.44SANITARY MH223 LF OF 8" SDR 35 PVC
@ 0.73% SLOPE
MH-ILC1
T.R. 914.45SANITARY MH153 LF OF 8" SDR 35 PVC
@ 0.45% SLOPE
EX SAN1
T.R. 911.82exist sanitary mhPROPOSED GROUND
EXISTING GROUND
PROFILE VIEW: 30:5
RCP
BOTTOM: 906.33
RCP
BOTTOM: 907.87
RCP
BOTTOM: 908.82
22 LF OF 8" SDR 35 PVC
@ 0.50%8"(N)904.118"(W)904.010+24.61MH-ILC1A
T.R. 915.32STR.SHELBORNE ROADPROPOSED BUILDING
FFE: 916.60'
FPG:916.10'
LAG: 916.06'UTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTAB
AA
BA BB
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
SPILLWAY LOCATION
REFER TO UTILITY DETAILS
CA CB
DA DB
POND 100 YEAR ELEV: 912.52'
POND 10 YEAR ELEV: 911.33'
POND 2 YEAR ELEV: 910.45'915910
915
915
911
912
913
914
910910908908909909
9119119129129139139149149109159099119129139
1
4 910909911912913914915914915914914915915915914914915 914914TB 913.10 TB 913.10
TB 913.10
TB 913.31
TB 913.10
TB 913.10
914.60
913.98
914.98
914.20
913.10
914.26
914.47
914.08
TW 915.06
BW 911.22
TW 914.77
BW 911.31
TW 914.71
BW 911.54
118 LF OF 21" RCP
@ 0.25%113 LF OF 21" RCP@ 0.35%95 LF OF 12" RCP@ 1.02%63 LF OF 12" RCP
@ 1.40%
71 LF OF 12" RCP
@ 0.95%223 LF OF 8" SDR 35 PVC@ 0.73%153 LF OF 8" SDR 35 PVC@ 0.45%87 LF OF 27"
R
C
P
@ 0.30%56 LF OF 8" SDR 35 PVC@ 1.00%47 LF OF 6" SDR 35 PVC
@ 1.05%
3 LF OF 6" SDR 35 PVC
@ 1.05%
9 LF OF 6" SDR 35 PVC
@ 1.05%80 LF
OF
6"
SDR
35
PVC@ 2
.82%
41 LF OF 6" SDR 35 PVC
@ 4.33%
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%108 LF OF 12" RCP81 LF OF 12" RCP@ 0.58%149 LF OF 18" RCP
@ 0.15%
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
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): 910.65STR. 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. 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. MH-ILC2
48 SANITARY MANHOLE
TR: 914.44
INV(N): 906.64
INV(S): 906.53
STR. EX SAN1
48 SANITARY MANHOLE
TR: 911.82
INV(E): 903.90
INV(W): 903.80
STR. 10
27" CES
INV(W): 907.94
STR. 11.2
AQUA-SWIRL/AS-8
[SEE DETAIL-C22]
TR: 913.76
STR. RD06
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
PIV
WATER TEE
WATER TEE
FIRE HYDRANT ASSEMBLY
Refer to MEP Plan for Connection to
Building
INV: 910.96
Refer to MEP Plan for Connection to
Building
INV: 910.96
INV:912.96 ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. RD04.3
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
STR. 3.4
SAN C/O. TYPE 3. Refer to MEP Plan
for Connection to Building
INV(SW): 909.33
STR. 23
Type C MH / R-2560-EA-E10
CONNECT TO EXISITNG 12" CMP
TR: 913.96
INV(SW): 910.43
STR. RD10
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:909.50
STR. RD09
ROOF DRAIN CONNECT TO
DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.3
STR. SP01
Cleanout. Refer to MEP Plan for
Connection to Building and Backflow
Preventer
INV(S): 913.00
STR. 20
12" CES
INV(S): 909.00
STR. EX.1
EXISTING STRUCTURE
INV(E): 906.44
INV(S): 906.44
STR. OCS 1.0A
OCS[SEE DETAIL-C22]/ R-4342
INV(W): 906.66
TEE Water
45 Bend Water
45 Bend Water
STR. MH-ILC3
48 SANITARY DROP MANHOLE
TR: 915.90
INV(N): 908.20
INV(S): 907.20
INV(NE): 908.20
STR. 3.2
SAN C/O. TYPE 3
TR: 909.31
INV(E): 908.79
INV(W): 908.79
STR. 31
Type C MH / R-2560-EA-E10
TR: 913.24
INV(W): 909.39
217 LF OF 12" RCP@ 1.37%STR. 30
12" CES
INV(E): 909.06
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
24'' ADS2824 Basin / ADS 2499CGS
TR: 913.91
INV(SE): 910.41
S4
XA
XB
XC
D3
D3
D3
D3
D3
D3
W3
W2
W1
XD
XE
D5D5
D5
W4
G1
G1
W5
D1
D1
D1
D1
S1
W6
S2
S2
S2
S2
S2
S2
S2
S3
48 LF OF 6" SDR 3
5
P
V
C
@ 1.05%
STR. MH-ILC1A
48 SANITARY MANHOLE
TR: 915.32
INV(N): 904.11
22 LF OF 8" SDR 35 PVC
@ 0.50%PLOT SCALE: 1:1 EDIT DATE: 10/11/21 - 10:19 AM EDITED BY: LCASTRODIAZ DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 10/11/21GENERAL 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.
C20
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
PLAN VIEW SAN. STR.EX1-MH-ILC3
SCALE 1"=40'