HomeMy WebLinkAboutC21 UTILITY PROFILESSTORM SEWER PIPE AND STRUCTURE DATA TABLE
STR. NO.
10
11
11.1
11.2
11.3
11.4
12
12.1
12.2
13
13.1
14
15
20
21
22
23
30
31
40
STRUCTURE / CASTING TYPE
27" CES
Type C MH / R-3286-8V
24'' ADS2824 Basin / ADS 2499CGS
AQUA-SWIRL/AS-8
[SEE DETAIL-C22]
Type C MH / R-3286-8V
24'' ADS2824 Basin / ADS 2499CGS
Type C MH / R-3286-8V
Type C MH / R-3472
Type C MH / R-3472
Type C MH / R-3286-8V
24'' ADS2824 Basin / ADS 2499CGS
Type C MH / R-3472
Type C MH / R-3472
12" CES
Type C MH / R-2560-EA-E10
Type C MH / R-2560-EA-E10
Type C MH / R-2560-EA-E10
CONNECT TO EXISITNG 12" CMP
12" CES
Type C MH / R-2560-EA-E10
Type C MH / R-1714
T.O.R.
910.96
913.57
913.51
913.76
914.10
913.56
914.19
914.01
914.14
914.50
913.91
914.06
914.13
910.67
912.60
913.25
913.82
910.30
913.25
913.66
INCOMING PIPE DATA
(DIRECTION) / [FROM STR]
27" RCP 907.94 (W) [11]
21" RCP 908.30 (N) [12]
12" RCP 908.96 (S) [11.3]
12" RCP 908.30 (NW) [11.1]
8" HDPE 907.80 (NW) [11]
12" RCP 910.03 (SW) [11.4]
21" RCP 908.80 (N) [13]
12" RCP 908.80 (E) [12.1]
12" RCP 909.57 (E) [12.2]
6" PVC SDR 35 909.57 (E) [RD10]
6" PVC SDR 35 911.00 (NW) [RD09]
6" PVC SDR 35 911.64 (N) [SP01]
6" PVC SDR 35 910.65 (NW) [RD04]
18" RCP 909.20 (NE) [14]
6" PVC SDR 35 909.20 (SE) [RD06]
6" PVC SDR 35 909.20 (NE) [RD05]
12" RCP 909.20 (NW) [13.1]
12" RCP 909.88 (E) [15]
6" PVC SDR 35 909.60 (SE) [RD02]
6" PVC SDR 35 909.80 (E) [RD08]
6" PVC SDR 35 910.40 (S) [RD07]
12" RCP 909.00 (S) [21]
12" RCP 909.47 (E) [22]
12" RCP 910.05 (NE) [23]
12" RCP 909.06 (E) [31]
12" RCP 909.50 (E) [41]
OUTGOING PIPE DATA
(DIRECTION) / [TO STR]
27" RCP 908.20 (E) [10]
8" HDPE 907.80 (SE) [11.2]
12" RCP 910.00 (SE) [11]
12" RCP 909.93 (N) [11]
12" RCP 910.06 (NE) [11.3]
21" RCP 908.70 (S) [11]
12" RCP 909.47 (W) [12]
12" RCP 910.45 (W) [12.1]
21" RCP 909.10 (S) [12]
12" RCP 910.41 (SE) [13]
18" RCP 909.79 (SW) [13]
12" RCP 910.45 (W) [14]
12" RCP 909.37 (N) [20]
12" RCP 909.95 (W) [21]
12" RCP 911.52 (SW) [22]
12" RCP 909.39 (W) [30]
12" RCP 909.40 (N) [EX.1]
OUTGOING
PIPE L.F.
87'
9'
16'
95'
10'
113'
71'
63'
118'
17'
129'
89'
108'
159'
81'
98'
217'
OUTGOING
PIPE SIZE
27"
8"
12"
12"
12"
21"
12"
12"
21"
12"
18"
12"
12"
12"
12"
12"
12"
OUTGOING
GRADE (%)
0.30%
0.00%
10.37%
1.02%
0.33%
0.35%
0.95%
1.40%
0.25%
6.95%
0.46%
0.64%
0.34%
0.30%
1.82%
0.33%
1.24%
CONNECT TO
STRUCT
10
11.2
11
11
11.3
11
12
12.1
12
13
13
14
20
21
22
30
EX.1
REMARKS
STORM SEWER PIPE AND STRUCTURE DATA TABLE
STR. NO.
41
CES 1.0
CES 2
CES 3
EX.1
OCS 1.0
RD 02.1
RD01
RD02
RD02.2
RD2.3
RD03
RD04
RD04.1
RD04.2
RD04.3
RD05
RD06
RD07
RD08
STRUCTURE / CASTING TYPE
Type C MH / R-2560-EA-E10
CONNECT TO EXISTING 12" CMP
12 CES
18" CES
18" CES
EXISTING STRUCTURE
OCS[SEE DETAIL-C22]/ R-4342
ROOF DRAIN
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
ROOF DRAIN
ROOF DRAIN
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:912.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.96
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.60
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.30
T.O.R.
913.29
-2.93
917.86
917.46
909.47
911.32
957.18
911.46
911.48
-3.05
-3.04
913.48
913.48
913.45
-3.03
913.48
911.48
911.48
-2.98
-2.98
INCOMING PIPE DATA
(DIRECTION) / [FROM STR]
18" RCP 912.56 (S) [CES 2]
12" RCP 906.44 (E) [OCS 1.0]
12" RCP 906.72 (S) [40]
12" RCP 906.72 (E) [CES 1.0]
6" PVC SDR 35 911.50 (W) [RD02]
6" PVC SDR 35 911.60 (NW) [RD02]
6" PVC SDR 35 911.60 (NW) [RD 02.1]
6" PVC SDR 35 911.60 (W) [RD 02.1]
6" PVC SDR 35 912.96 (SW) [RD04]
6" PVC SDR 35 912.94 (W) [RD04]
6" PVC SDR 35 912.96 (SW) [RD04.1]
6" PVC SDR 35 912.96 (W) [RD04.1]
OUTGOING PIPE DATA
(DIRECTION) / [TO STR]
12" RCP 909.88 (W) [40]
12" RCP 906.77 (W) [OCS 1.0]
18" RCP 912.82 (N) [CES 3]
12" RCP 906.62 (W) [EX.1]
6" PVC SDR 35 911.50 (E) [RD2.3]
6" PVC SDR 35 911.50 (SE) [RD02.2]
6" PVC SDR 35 911.40 (NW) [14]
6" PVC SDR 35 911.40 (E) [RD 02.1]
6" PVC SDR 35 911.40 (SE) [RD01]
6" PVC SDR 35 912.92 (SE) [12.2]
6" PVC SDR 35 912.92 (E) [RD04.1]
6" PVC SDR 35 912.92 (NE) [RD03]
6" PVC SDR 35 912.94 (NE) [RD04.2]
6" PVC SDR 35 912.94 (E) [RD04.3]
6" PVC SDR 35 910.96 (SW) [13]
6" PVC SDR 35 910.96 (NW) [13]
6" PVC SDR 35 910.60 (N) [15]
6" PVC SDR 35 910.30 (W) [14]
OUTGOING
PIPE L.F.
38'
30'
77'
118'
4'
5'
90'
2'
4'
80'
4'
5'
5'
4'
44'
41'
18'
60'
OUTGOING
PIPE SIZE
12"
12"
18"
12"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
OUTGOING
GRADE (%)
1.00%
0.17%
0.33%
0.15%
-2.30%
-1.83%
2.00%
-4.78%
-4.66%
2.82%
-0.50%
-0.90%
-0.52%
-0.69%
3.96%
4.33%
1.13%
0.83%
CONNECT TO
STRUCT
40
OCS 1.0
CES 3
EX.1
RD2.3
RD02.2
14
RD 02.1
RD01
12.2
RD04.1
RD03
RD04.2
RD04.3
13
13
15
14
REMARKS
STORM SEWER PIPE AND STRUCTURE DATA TABLE
STR. NO.
RD09
RD10
SP01
STRUCTURE / CASTING TYPE
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:910.3
ROOF DRAIN CONNECT TO DOWNSPOUT BOOT[SEE DETAIL-C22]
INV:909.50
Cleanout. Refer to MEP Plan for Connection to Building and Backflow Preventer
T.O.R.
-2.98
-2.98
913.52
INCOMING PIPE DATA
(DIRECTION) / [FROM STR]
OUTGOING PIPE DATA
(DIRECTION) / [TO STR]
6" PVC SDR 35 911.30 (SE) [12.2]
6" PVC SDR 35 910.00 (W) [12.1]
6" PVC SDR 35 913.00 (S) [12.2]
OUTGOING
PIPE L.F.
17'
25'
65'
OUTGOING
PIPE SIZE
6"
6"
6"
OUTGOING
GRADE (%)
1.71%
1.71%
2.10%
CONNECT TO
STRUCT
12.2
12.1
12.2
REMARKS
SANITARY SEWER PIPE AND STRUCTURE DATA TABLE
STR. NO.
3.1
3.2
3.3
3.4
EX SAN1
EX SAN2
MH-ILC1
MH-ILC2
MH-ILC3
SAN. 4.1
STRUCTURE / CASTING TYPE
45 degree Bend
SAN C/O. TYPE 3
45 Degree Bend
SAN C/O. TYPE 3. Refer to MEP Plan for Connection to Building
48 SANITARY MANHOLE
EX. SAN
48 SANITARY MANHOLE
48 SANITARY MANHOLE
48 SANITARY DROP MANHOLE
Connect to 24" Grease Trap Sample Port
T.O.R.
911.17
911.64
912.08
911.31
911.82
904.07
914.46
914.38
915.90
916.12
INCOMING PIPE DATA
(DIRECTION) / [FROM STR]
6" PVC SDR 35 910.62 (E) [3.2]
6" PVC SDR 35 911.09 (E) [3.3]
6" PVC SDR 35 911.57 (NE) [3.4]
8" PVC SDR 35 903.90 (N) [MH-ILC1]
7" PVC SDR 26 903.05 (E) [EX SAN1]
8" PVC SDR 35 904.90 (N) [MH-ILC2]
8" PVC SDR 35 906.64 (N) [MH-ILC3]
6" PVC SDR 35 910.58 (NE) [3.1]
6" PVC SDR 35 911.51 (S) [MH-ILC3]
OUTGOING PIPE DATA
(DIRECTION) / [TO STR]
6" PVC SDR 35 910.67 (SW) [MH-ILC3]
6" PVC SDR 35 911.09 (W) [3.1]
6" PVC SDR 35 911.56 (W) [3.2]
6" PVC SDR 35 911.60 (SW) [3.3]
7" PVC SDR 26 903.80 (W) [EX SAN2]
8" PVC SDR 35 904.79 (S) [EX SAN1]
8" PVC SDR 35 906.53 (S) [MH-ILC1]
8" PVC SDR 35 907.20 (S) [MH-ILC2]
OUTGOING
PIPE L.F.
9'
48'
47'
3'
176'
159'
223'
56'
OUTGOING
PIPE SIZE
6"
6"
6"
6"
7"
8"
8"
8"
OUTGOING
GRADE (%)
1.00%
1.00%
1.00%
1.00%
0.43%
0.56%
0.73%
1.00%
CONNECT TO
STRUCT
MH-ILC3
3.1
3.2
3.3
EX SAN2
EX SAN1
MH-ILC1
MH-ILC2
REMARKS
6" PVC SDR 35 911.29 (N) [SAN. 4.1]
22'6"1.00%MH-ILC3
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
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
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.
C21
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'