HomeMy WebLinkAboutC503 - UTILITY PLAN (SOUTH)CENTERLINE OF THE TILE.
W - WATER / FIRE PROTECTION
S - SANITARY SEWER
6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE. CLEANOUTS ARE
REQUIRED EVERY 100-FEET.
GREASE TRAP (SEE DETAIL, SHEET C601)
6" DIP WATERMAIN
FIRE HYDRANT
6" WATER SERVICE
3" DOMESTIC SERVICE
POST INDICATOR VALVE
FIRE DEPARTMENT CONNECTION PER CARMEL FIRE STANDARDS
CONNECT TO EXISTING WATERMAIN
6" FIRE SERVICE LINE
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 CONSTRUCTED BY SITE CONTRACTOR IN ACCORDANCE WITH UTILITY
PROVIDER SPECIFICATIONS.
E1
E2
D - DRAINAGE / STORM SEWER
6''SSD 6''SSD
AQUASWIRL AS-6 (SEE DETAIL SHEET C603)
AQUASWIRL AS-7 (SEE DETAIL SHEET C603)
PROPOSED UNDERGROUND DETENTION BASIN. CONTECH 8' DIA. POLYMER COATED PERFORATED
CMP (SEE DETAILS SHEET C607).
RESTRICTOR AND OVERFLOW STRUCTURE
REMOVE AND REPLACE EXISTING STORM STRUCTURE TO ALLOW FOR PROPOSED CONNECTION.
CONCRETE COLLAR (NOT TO SCALE, SEE DETAIL, SHEET C601)
TRENCH DRAIN (SEE DETAIL SHEET C602)
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
RD RD
D1
D2
D3
D4
D1A
D5
D6
S2OHUOHUOHUOHUOHUOHUOHUOHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUE
E
E E
E
E
E
E
E EW WWFHVFDC
T
BUSONLY
C
.O
.
T
Y
P
E
I
I
C
.O
.
T
Y
P
E
I
I
C
.O
.
T
Y
P
E
I
I
C.O.
C.O.
C.O.
6''SSD 6''SSD
6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD
6''SSD6''SSD6''SSD6''SSD6
'
'SSD
6
'
'SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD
6''SSD6''SSD
6''SS
D
6''SSD6''SSD
6''SSD
6'
'SSD
6''SSD 6''SSD
6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD
6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD
6''SSD6''SSD4
"
6
"DOMFIRE
P
W
R
D
R
D
R
D
R
D
R
D
RD
R
D
R
D
R
DRDRD RDRDRD
RDRD
R
D
RDRD
RDRD
R
D
R
D
R
D
R
D
RD
R
D
R
D
R
D
RD
R
D
R
D
R
D
R
D
R
D
R
D
RD
RD
RD
R
D
R
D
R
D
R
D
R
D
R
D
R
D
C.O.
C.O.
C.O.
C.O.
199' OF 8" HDPE
@1.97%
156' OF 8" HDPE
@0.50%
68' OF 8" HDPE
@0.50%
261' OF 8" HDPE
@0.50%427' OF 8"
H
DPE
@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
762
RIM=854.80
725
RIM=854.75
752
RIM=854.70
759
RIM=854.50748
RIM=854.50
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=853.10
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
@0.34%
61' OF 18" RCP
@0.31%109' OF 18" RCP@0.30%180' OF 24" RCP@0.42%65' OF 12" RCP
@0.45%
68' OF 12" RCP
@0.55%
24' OF 15" RCP
@0.85%
85' OF 18" RCP
@0.41%
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"
R
CP
@0.47
%
1
2
8
'
O
F
1
2
"
H
D
P
E@1
.
9
9%
80' OF
1
2
"
R
C
P@0
.
5
0%
73' OF 12" RCP
@0.55%75'
O
F
1
2
"
R
C
P
@
0
.
5
3
%106' OF 18"
R
CP
@0.42
%105' OF 24"
R
CP
@0.43
%116' OF 24" RCP@0.43%52' OF 24" RCP
@0.48%142' OF 24" RCP@0.44%60' OF 24" RCP@0.47%74' OF 12" HDPE
@0.81%
54' OF 12" HDPE
@0.56%
9
8
'
O
F
1
2
"
R
C
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
"
R
C
P@1
.
1
5%
66' O
F
1
2
"
R
C
P
@1.62
%
29' OF 12" RCP
@0.45%
48' OF 12" RCP
@0.41%
S1
W1
W5
W3
W1
G1
W3
W5
W2
W3
W6
D5
D5
D5
D5
D5
D5
D5
D5
D5
D5
D5
D5
D6
D5
D5
W7
W8
E2
E3
W4
S2
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
19012L
SCALE: 1" = 30'
C503
UTILITY PLAN
(SOUTH)
NOTE:
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