HomeMy WebLinkAboutC15 UTILITY PLAN SOUTH Rev Cloud1 41 ST STREET SHELBORNE ROADAB
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: 910.45'91591 0
915
915
911
912
913
914
910910908908909909
9119119129129139139149149109159
1
5 909911912913913
914
914
916 916910909911912913914915914915914914915915915 914914TB 913.10 TB 913.10
TB 913.10
TB 913.31
TB 913.10
TB 913.10
913.96
914.90
914.60
913.98
913.90
914.98
914.20
913.10
914.26
914.47
914.08
TB 913.10
912.70
TW 914.94
BW 911.22
TW 914.60
BW 911.31
TW 914.44
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@ 0.45%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%
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" RCP@ 0.30%81 LF OF 12" RCP@ 0.58%
149 LF OF 18" RCP
@ 0.15%
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. 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): 905.79
STR. 10
27" CES
INV(W): 907.94
STR. 11.2
AQUA-SWIRL/AS-8
[SEE DETAIL-C22]
TR: 913.76
INV:910.96
FIRE HYDRANT ASSEMBLYSTR. 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
INV(S): 913.00
STR. 20
12" CES
INV(S): 909.00
STR. 21
Type C MH / R-2560-EA-E10
TR: 912.91
INV(N): 909.32
INV(E): 909.42
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
STR. 31
Type C MH / R-2560-EA-E10
TR: 913.24
INV(W): 909.39
STR. 22
Type C MH / R-2560-EA-E10
TR: 913.51
INV(W): 909.90
INV(NE): 909.96
159 LF OF 12" R
C
P
@ 0 .3 0%
STR. 41
Type C MH / R-2560-EA-E10
CONNECT TO EXISTING 12" CMP
TR: 913.26
INV(W): 909.88217 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): 904.79
INV(S): 904.69
38 LF OF 12" RCP
@ 1.00%STR. 40
Type C MH / R-1714
TR: 913.46
INV(N): 909.40
INV(E): 909.50
D1
XA
XB
XC
D3
D3
D3
D3 D3
XD
XE
D5 D5
D5
D5
G1
D1
D1
D1
D1
S2
S2
S2
S2
S2
S2 S3 DR 35 PVC
@ 1.05%
STR. MH-ILC1A
48 SANITARY MANHOLE
TR: 915.18
INV(N): 904.00
INV(W): 903.90
24 LF OF 8" SDR 35 PVC
@ 0.42%
S5 PLOT SCALE: 1:1 EDIT DATE: 1/3/22 - 3:39 PM EDITED BY: MMCCORKLE DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C15 UTILITY PLAN SOUTH.DWGPRINT DATE: 1/3/22GENERAL 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.
KEYNOTES
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
C15
UTILITY PLAN
SOUTH ISLAMIC 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'
DRAINAGE
D1. UNDERDRAIN (SEE DETAIL)
D2. EXPOSED ROCK DITCH @ 0.5% (SEE DETAIL)
D3. PAVEMENT UNDERDRAIN(SEE DETAIL)
D4. POND TO BE NATURALIZED PER CITY OF CARMEL
STANDARDS. REFER TO LANDSCAPE PLANS FOR DETAILS.
D5. DRAINAGE AND BMP EASEMENT PER CITY OF CARMEL
STANDARDS.
CROSSING
XA. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XB. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XC. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XD. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
XE. SEE UTILITY DETAILS FOR CROSSING UTILITY TABLE
WATER
W1. 6" FIRE PROTECTION WATERLINE
W2. 2" DOMESTIC WATERLINE
W3. 6" FIRE HYDRANT WATERLINE
W4. WET TAP
W5. WATER METER INSIDE BUILDING. REFER TO MEP
PLAN
W6.WATER VALVE
GAS
G1. PROPOSED 6" GAS LINE TO CONNECT TO GAS MAIN
AT 141 ST. REFER TO MEP PLAN TO CONNECTION TO
BUILDING.
G2. GAS METER AND REGULATOR. REFER TO MEP PLANS
FOR DETAILS
SANITARY
S1. PROPOSED 1500 GALLON GREASE TRAP. REFER TO
MEP PLANS FOR CONNECTION TO BUILDING.
S2. ALL SEWER UNDER PAVEMENT WILL NEED TO BE FULL
DEPTH GRANULAR.
S3. DROP MANHOLE(SEE DETAIL)
S4. PROPOSED 24" SAMPLE PORT(SEE DETAIL)
S5. CONNECT 8" SDR 35 PVC TO EXISTING 8" PVC PER
TRICO STANDARDS AND SPECIFICATIONS
UTILITY LEGEND
WATER LINE
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
VALVE
WATER METER PIT
SANITARY SEWER LINE
HYDRANT
STORM SEWER LINE
ROOF DRAIN
CLEANOUT
(STORM & SANITARY)
01/04/22