HomeMy WebLinkAboutC502 - UTILITY PLAN (NORTH)1. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES
WITHIN 5 FEET OF STRUCTURES.
2. PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER
THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED
CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS
REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
3. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER
LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM
SEPARATION REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE-TYPE
WATER PIPE FOR THE SEWER PER CITY OF CARMEL STANDARDS.
4. WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED
FROM THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
5. THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
6. WHERE WATER FITTINGS ARE REQUIRED, DUCTILE IRON (DI) FITTINGS SHALL BE USED. FITTING
JOINTS SHALL BE OF STANDARD MJ TYPE (ANSI/AWWA C111/A21.11) OR PJ TYPE (ANSI/AWWA
C111/A21.11).
7. DI FITTINGS SHALL CONFORM TO ANSI/AWWA C110/A21.10, 350 PSI AND SHALL BE CEMENT MORTAR
LINED PER ANSI/AWWA C104/A21.4 AND SHALL BE OUTSIDE COATED WITH A BITUMINOUS COATING.
8. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO
THE NEAREST FOOT.
9. PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
10. WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX
COVERS AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE
ADJUSTED FLUSH WITH THE PROPOSED GRADE.
11. ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL
BE MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF
EXISTING AND NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
12. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND/OR BARREL SECTION OF THE STRUCTURE.
13. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
14. ALL INLET CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE
PAVED COLLAR EXTENDING A MINIMUM OF 24 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE
CASTING PER THE DETAILS.
15. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING
BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE
OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL
AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC,
TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN.
16. CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS FOR UTILITY
CONNECTIONS.
17. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC. AS REQUIRED FOR PIPE
CONNECTIONS TO BUILDING/CANOPY STUB OUTS. INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
18. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR SITE LIGHTING PER SITE LIGHTING PLAN
(BY OTHERS).
19. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT FOR IRRIGATION PER IRRIGATION PLAN (BY
OTHERS).
20. CONTRACTOR WILL BE RESPONSIBLE TO REPAIR, REPLACE, AND/OR RECONNECT ANY EXISTING
DRAINAGE TILES NOT SHOWN ON THE PLANS, WHICH CROSS THROUGH EXCAVATED TRENCHES.
ANY DRAINAGE TILE ENCOUNTERED IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND
A MEASUREMENT TAKEN FROM THE NEAREST MANHOLE OR INLET STRUCTURE TO THE
CENTERLINE OF THE TILE.
21. CONTRACTOR SHALL COORDINATE DEMO, RETIREMENT OF EXISTING LINE, NEW SERVICE LINE &
METER. CONTACT 1-800-990-1930 AND / OR NEW SERVICE @ VECTREN.COM
22. ALL INLETS WITHIN PAVED AREAS SHALL INCLUDE AT LEAST TWO 20-FOOT SUBSURFACE DRAINS
SET 1.5 FEET BELOW THE TOP OF CASTING.
UTILITY NOTES
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
W4
W5
W6
E3
W7
W8
D1
D2
D3
D4
D1A
D5
D6
S2
W9
W10
W11
W12
W13
W14
D7
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)
TREE PROTECTION FENCE
RDWW WWWWWWOHUOHU OHU OHUOHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUG GOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHUOHUOHU OHUOHU
OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHUE
E
E E
E
E
E
E
E EE EEE E E E E EG
G
G
G
G
W W W W W WW W W W W WWW W W W4 TH AVENUE
6''SSD 6''SSD6''SSD 6''SS D
6'
'SSD6''SSD6''SSD6''SSD6''SSD 6''SSD
6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD66''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD 6''SSD
6''SSD 6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD
6''SS D
6'
'SSD6'
'SSD6'
'
SSD
6''
SSD6''SSD6''SSD6''SSD6''SSD6''SSD
6''SSD 6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD6''S
SD6''SS D
STOPSTOP
DO NOTENTERST
O
P 12 345 67891012345 67 8 910ST
O
P
STOPDRIVE TO BE CONSTRU CTED BY OTHERSUNDERGROUND DETENTION
WALK TO BE CONSTRUCTED BY OTHERSPROPOSED BMP & ACCESS EASEMENT
P
R
O
P
O
S
E
D
B
M
P
&
A
C
C
E
S
S
E
A
S
E
M
E
N
T
DETENTION: 7' CMP
FL / INV 843.8 (FLAT: 0% SLOPE)
(TOP OF PIPE 850.8)
HW 10-YR= 847.32
HW 100-YR= 850.59
6''SSD6''SSDRDRD RD
RDRD
RD RDPROPOSED
ACCE
S
S
EA
SEMENT
NO PARKINGPROPOSED BMP & ACCESS EASEMENT
C
.O
.6''SSD6 ''S S D
SUBSURFACE DRAINS
(SEE LANDSCAPE PLAN)
731
RIM=855.90
712
RIM=856.00
772
RIM=854.00
742
RIM=854.50
735
RIM=854.40
734
RIM=854.20
736
RIM=854.00
723
RIM=853.50
745
RIM=852.25
747
RIM=851.75
724
RIM=853.00
776
RIM=852.55
786
RIM=852.50
778
RIM=852.40
746
RIM=852.20
744
RIM=852.35
777
RIM=851.90
743
RIM=851.50
715
RIM=851.50
714
RIM=851.50
787
RIM=851.50
781
RIM=851.00
783
RIM=851.50
756
RIM=851.30
757
RIM=851.30
713
RIM=851.60785
RIM=851.00
784
RIM=851.00
775
RIM=851.00
782
RIM=851.00
780
RIM=851.00
773
RIM=851.00
95' OF 24" RCP@0.25%10 6' OF 2 4" RCP
@0 .49%165' OF 30" RCP
@0.30
%
8' OF 30" HDPE
@0.37%
10' OF 12" RCP
@1.52%
60' OF 12" RCP
@0.84%
36' OF 15" RCP
@0.63%79' OF 18" RCP
@0.47%144' OF 24" RCP@0.45%101' OF 30" HDPE@0.32%11' OF 30" HDPE
@0.38%
1
2
8
'
O
F
1
2
"
HD
P
E@1
.
9
9%
8
0
'
OF
1
2
"
R
C
P@0
.
5
0%
27' OF 12" RCP
@1.65%
48' OF 12" RCP
@0.41% 79' OF 12" RCP
@0.58%78' OF 24" RCP@0.32%
106' OF 24" RCP
@0.41%161' OF 12" RCP
@0.69
%
9
7
'
O
F
1
2
"
R
C
P@1.9
5
%60' OF 24" RCP@0.50%205' OF 24" RCP@0.54%135' OF 30" HDPE@0.37%12' OF 30" HDPE
@0.33%
5
2
'
O
F
1
2
"
R
C
P@0
.
5
7%
6 6' OF 1
2
"
R
C
P
@1 .62%
64' OF 12" RCP
@1.95%
9' OF 12" RCP
@1.71%
32' OF 30" HDPE
@0.31%
71' OF 15" RCP
@0.71%259' OF 24" RCP@0.36%36' OF 12" RCP
@0.41%
47' OF 12" RCP
@1.92%
D2
D3
D4
W1
W1
W2
D1
D1A
D1A
D5
D5
D5
D5
D5
D5
D5
D5
D5
W7
W12
D5
D5
D5
D5
D5
D5
D5
W14
D7
15' OF 30" RCP
@0.40%
732
RIM=854.60
11' OF 15" RCP
@0.28%
733
RIM=854.20
770
RIM=854.20
15' OF 30" RCP
@0.40%
11' OF 15" RCP
@0.28%
771
RIM=854.10
710
RIM=856.20
15' OF 30" RCP
@0.40%
11' OF 15" RCP
@0.28%
711
RIM=856.10
791
RIM=854.54
792
RIM=854.50
W14
8
"
HDPE
@
0
.
8%DPE @ 0.8%8" HD
P
E
@ 1.0%
M
I
N
26' OF 12" RCP
@0.39%
795
RIM=852.35
26' OF 12" RCP
@0.38%
796
RIM=852.20
RELOCATE / REPLACE
EX 6" WATER MAIN
1.5' (18") LOWER
ROTATE STRUCTURE
& ADJUST CASTING
SO THAT IT WILL NOT
BE IN CURB LINE
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'
C502
UTILITY PLAN
(NORTH)
1 TAC COMMENTS 12/20/2019
2 TAC COMMENTS 01/03/2020
3 ASI 001 02/14/2020
5 03/30/2020ASI 006
7 ASI 009 04/16/2020
8 ASI 010 04/27/2020
8
8
8
05/27/20