HomeMy WebLinkAboutC503 - UTILITY PLAN (SOUTH)W - WATER / FIRE PROTECTION
S - SANITARY SEWER
6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE. CLEANOUTS ARE
REQUIRED EVERY 100-FEET.
GREASE INTERCEPTOR MODEL # SCHIER GB-1000 PER MANUFACTURER
SPECIFICATIONS
6" DIP WATER MAIN
FIRE HYDRANT W/ 6" MJ GATE VALVE
6" DIP WATER MAIN TO FIRE DEPARTMENT CONNECTION (FDC)
4" WATER MAIN DOMESTIC SERVICE CONNECTION (COORDINATE FINAL SIZING W/ MEP PLANS)
POST INDICATOR VALVE
FIRE DEPARTMENT CONNECTION PER CARMEL FIRE STANDARDS
CONNECT TO EXISTING 6" WATER MAIN W/ 6" X 6" X 6" MJ TEE W/ THRUST BLOCK
6" DIP FIRE SERVICE LINE
4" MJ GATE VALVE
6" X 6" X 6" MJ TEE W/ THRUST BLOCK
6" X 6" X 4" MJ TEE W/ THRUST BLOCK
6" MJ 45° BEND W/ THRUST BLOCK
4" MJ 45° BEND W/ THRUST BLOCK
6" MJ GATE VALVE
W1
W2
W3
S1
T - TELECOM
FIBER OPTIC & CABLE LINES (BY OWNER)T1
G - GAS
GAS CONNECTION. COORDINATE WITH UTILITY OWNER.G1
E - ELECTRIC
ELECTRIC SERVICE LINE. CONTRACTOR TO PROVIDE 4-INCH PVC SCHEDULE 40 CONDUIT TO
TRANSFORMER
TRANSFORMER TO BE INSTALLED BY THE UTILITY PROVIDER
TRANSFORMER PAD TO BE PRE-CAST CONCRETE IN ACCORDANCE WITH UTILITY PROVIDER
SPECIFICATIONS.
E1
E2
D - DRAINAGE / STORM SEWER
6''SSD 6''SSD
XCELERATOR XC-6 (SEE DETAIL SHEET C603)
XCELERATOR XC-7 (SEE DETAIL SHEET C603)
PROPOSED UNDERGROUND DETENTION BASIN. CONTECH 7' DIA. POLYMER COATED PERFORATED
CMP (SEE DETAILS SHEET C607).
RESTRICTOR AND OVERFLOW STRUCTURE
REMOVE AND REPLACE EXISTING STORM STRUCTURE (SEE DETAIL, SHEET C601).
CONCRETE COLLAR (NOT TO SCALE, SEE DETAIL, SHEET C603)
TRENCH DRAIN (SEE DETAIL SHEET C602)
CONNECT UNDERGROUND DETENTION SYSTEM TO EXISTING STORM SYSTEM (SEE DETAIL, C607)
6-INCH PERFORATED HDPE SUBSURFACE DRAIN
UTILITY KEY NOTE LEGEND
STORM SEWER PIPE
STORM SEWER CLEANOUTC.O.
SANITARY LATERAL
SANITARY CLEANOUTC.O.
PROPOSED LINETYPES LEGEND
GAS LINE
ROOF DRAIN
WATER LINE
SWALE
UNDERGROUND CABLE
SUBSURFACE DRAINS (STRUCTURES)
W4
W5
W6
E3
TREE PROTECTION FENCE
W7
W8
D1
D2
D3
D4
D1A
D5
D6
S2
W9
W10
W11
W12
W13
W14
D7
RDOHUOHU OHU OHUOHUOHU OHUOHUOHU OHU OHU OHUOHUOHUOHU OHU OHUOHU OHU OHU OHU OHUOH U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUE
E
E E
E
E
E
E
E EW W W6''SSD 6''SSD
6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD
6''SSD6''SSD6''SSD6
'
'SSD
6
''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD
6''SSD6''SSD
6''SSD
6''SSD6''SSD 6''SSD
6'
'SSD6''SSD 6''SSD
6''SSD6''SSD 6''SSD6''S S D 6''S S D6''S S D
6''SSD 6''SSD6''SSD6''SSD6''SSD 6''SS D
6''SSD 6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD 6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD 6''SSD 6''SSD6''SSD6''SSD 6''SSD 6''SSD6''SSD 6''SSD6''SS D 6''SSD
6''SSD 6''SSDSSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD
6''SSD
6''S
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15' ELEC ESMT
199' OF 8" PVC SDR 26
@1.97%
156' OF 8" PVC SDR 26
@0.50%
68' OF 8" PVC SDR 26
@0.50%
261' OF 8" PVC SDR 26
@0.50%
B
RIM=853.93
A
RIM=853.13
C
RIM=853.22
D
RIM=854.55
E
RIM=853.45
F
RIM=853.68
730
RIM=855.10
726
RIM=855.10
788
RIM=855.10
758
RIM=855.00
722
RIM=854.80
725
RIM=854.75
752
RIM=854.70
759
RIM=854.50
748
RIM=854.20
729
RIM=854.30
719
RIM=854.20
779
RIM=854.10
721
RIM=854.10
727
RIM=854.00
728
RIM=854.00
723
RIM=853.50
751
RIM=853.20
753
RIM=853.10
747
RIM=851.75
717
RIM=853.00
724
RIM=853.00
716
RIM=853.00
720
RIM=852.90
718
RIM=852.90
750
RIM=852.70
776
RIM=852.55
749
RIM=852.50
786
RIM=852.50
778
RIM=852.40
760
RIM=852.25
746
RIM=852.20
777
RIM=851.90
761
RIM=851.80
715
RIM=851.50
714
RIM=851.50
787
RIM=851.50
756
RIM=851.30
757
RIM=851.30
64' OF 12" RCP
@0.31%
112' OF 12" RCP
@0.31%
30' OF 12" RCP
@0.33%
23' OF 15" RCP
@0.30%61' OF 18" RCP@0.25%189' OF 24" RCP@0.25%95' OF 24" RCP@0.25%65' OF 12" RCP
@0.28%
66' OF 12" RCP
@0.56%
24' OF 15" RCP
@0.85%
67' O
F
18" RCP
@1.05
%
10' OF 12" RCP
@1.52%
63' OF 12" HDPE
@2.70%
60' OF 12" RCP
@0.84%
36' OF 15" RCP
@0.63%79' OF 18"
RCP
@0.47
%
1
2
8
'
OF
1
2
"
HD
P
E@1
.
9
9%
2
"
RC
P@0
.
5
0
%73' OF 12" RCP
@0.55%75'
O
F
1
2
"
R
C
P
@0
.
5
3
%106' OF 18" RCP
@0.38
% 105' OF 24" RCP
@0.29%116' OF 24" RCP@0.30%52' OF 24" RCP
@0.39%142' OF 24" RCP@0.46%60' OF 24" RCP@0.50%74' OF 12" HDPE
@0.81%
54' OF 12" HDPE
@0.56%
9
8
'
O
F
1
2
"
RC
P@0
.
6
1%
53' OF 12" HDPE
@1.13%
67' OF 12" HDPE
@1.79%
52' OF 12" RCP
@0.97%
5
2
'
O
F
1
2
"
RC
P@0
.
5
7%
66' OF 1
2
"
RCP
@1.6 2%
47' OF 12" RCP
@1.92%
W1
W3
W1
G1
W3
W5
W2
W1
W6
D5
D5
D5
D5
D5
D5
D5
D5
D5
D5
D5
D5
D6
D5
D5
W7
W8
E2
E3
W4
S2
W10
W10
W12
W1
W1
W12
W12
W12
W10
W9
W13
W11
W12
W12 W12
W2
W12
D5
D5
D5
D5
W14
S1
S1
S1
S1
S1 427' OF 8" PVC SDR 26@0.50%
E1
W14
W14
W14
8
"
H
D
PE
@
0
.
8%
8
"
H
D
PE
@
0
.
8%
8
"
H
D
PE
@
0
.
6%10" HDPE@ 1.0% MIN8" HDPE @ 1.0
%
MI
N
4" HPDE @ 1.0% MIN
8
"
H
D
PE
@
0
.
8%
8
"
H
D
PE
@
0
.
8%
8
"
H
D
PE
@
1
.
0%
M
IN
8
"
H
D
PE
@
1
.
0%
M
IN
8
"
H
D
PE
@
0
.
8%
8
"
H
D
PE
@
0
.
8%
8
"
H
D
PE
@
0
.
8%
8
"
H
D
PE
@
0
.
8%8" HDPE @ 0.8%
8" HD
P
E
@ 1.0
%
MI
N
8
"
H
D
PE
@
1
.
0%
M
IN
TERMINATE
MANHOLE
(SEE SHEET C606)
26' OF 12" RCP
@0.38%
796
RIM=852.20
24' OF 12" RCP
@0.42%
797
RIM=852.25
PROPOSED
SAN MH
BY CARMEL
UTILITES.
RIM=854.70
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSNEW ELEMENTARY SCHOOLSDrawing Title:
11-19-19 SO MK
18094
Rev. #Revision
Description
Issue
Date
CONFORMEDSETSCALE: 1" = 30'
C503
UTILITY PLAN
(SOUTH)
THE IMPROVEMENTS RELATED TO THE 15-INCH SANITARY MAIN SHALL BE PHASED
AS FOLLOWS:
1. SANITARY MANHOLE A SHALL BE INSTALLED. THIS IS DOGHOUSE MANHOLE
WITH TWO DROP CONNECTIONS.
2. THE CONNECTION FROM SANITARY MANHOLE A TO SANITARY MANHOLE B
SHALL BE INSTALLED.
3. SANITARY MANHOLE B SHALL BE INSTALLED AND FLOW FROM THE EXISTING
CARMEL ELEMENTARY SCHOOL BUILDING SHALL BE REDIRECTED TO THE NEW
CONNECTION.
4. THE EXISTING SANITARY MANHOLE AND SERVICE SHALL BE REMOVED
COMPLETELY. WHERE REMOVAL OF THE EXISTING SANITARY MANHOLE IS
SPECIFIED ATOP THE 15-INCH MAIN AT THE EDGE OF THE BUILDING ENVELOPE, THE
CONTRACTOR SHALL COMPLETELY REMOVE THE MANHOLE AND RECONNECT TO
THE UPSTREAM AND DOWNSTREAM END OF THE 15” RCP SANITARY MAIN USING
PVC SR11 WITH FITTINGS AS SPECIFIED BY CARMEL UTILITIES.
PRIOR TO ANY SANITARY CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A
PRECONSTRUCTION MEETING WITH CARMEL UTILITIES. CONTACT JOHN DUFFY
(317-571-2451 | JDUFFY@CARMEL.IN.GOV) TO COORDINATE THIS MEETING.
SANITARY PHASING NOTES
1 TAC COMMENTS 12/20/2019
2 TAC COMMENTS 1/3/2020
3 ASI 001 02/14/2020
5 03/30/2020ASI 006
6 ASI 007 03/30/2020
7 ASI 009 04/16/2020
8 ASI 010 04/27/2020
8
8
05/27/20