HomeMy WebLinkAboutC504 - UTILITY PLAN (POND)FFE = 868.50
FFE = 868.50
T
112' WIDE EMERGENCYSPILLWAYW/ RIP RAPREVETMENT COVER
PROPOSED 15' ESMT (TYP)NO PARKINGNO PARK
I
N
G NO PARK
I
N
GNO PARKING
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 DETAIL SA-9.
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.
UTILITY NOTES
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.MANHOLE AND 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.
22.SUBSURFACE DRAIN (SSD) INLET CONNECTIONS SHALL BE INCLUDED ON ALL
STORM INLETS AND SHALL BE SET 24 INCHES BELOW THE CASTING ELEVATION
UNLESS OTHERWISE SPECIFIED. THE SSD'S SHALL BE 10 LF. AND SLOPE 1.04%
TOWARD THE INLET CREATING AN 'X' PATTERN BELOW THE CASTING ELEVATION.
FFE = 868.50
WWWWWWGT
HW 100: 855.8
NORMAL: 851.0FHV4"6"DOMFIREW W
P WLatLatLatLatLatLatLat6"
C.O.
C.O.
C.O.
C.O.
C.O.RDRDRDC.O.
RD C.O.
RD
C.O.RDC.O.
C.O.RDRDRDC.O.
C.O.
C.O.
RD RDC.O.C.O.
C.O.
OUTDOOR
MECHANICAL
YARD
150' LF OF 10" HDPE
75' LF OF 10" HDPE
57' LF OF 10" HDPE
61' LF OF 10" HDPE
160' LF OF 10" HDPE
116' LF OF 10" HDPE
136' LF OF 10" HDPE
57' LF OF 12" HDPE
110' LF OF 12" HDPE
110' LF OF 12" HDPE655 lL.F. OF 6" PVC SANITARY LATERALAT 1.04% SLOPECONCRETE COLLAR
REQUIRED BETWEEN
BOT. OF STORM AND TOP
OF WATER AND GAS LINES.
C.O.
C.O.
721
RIM=865.25
720
RIM=865.10
732
RIM=865.00
718
RIM=865.00
731
RIM=865.00
705
RIM=864.00
709
RIM=864.00
710
RIM=864.00
716
RIM=863.20
717
RIM=863.20 715
RIM=862.70
704A
RIM=858.04
701
RIM=855.50
714
FES
701A
RIM=853.44
703
RIM=856.85 702
FES
721B
RIM=864.50
134' OF 12" PVC
@0.25%
22
2
'
O
F
1
2
"
P
V
C
@
0
.
2
5
%
446' OF 12" PVC
@0.25%
22
3
'
O
F
1
2
"
P
V
C
@
0
.
2
5
%
126' OF 24" RCP
@1.21%
60' OF 15" RCP
309' OF 18" RCP
@0.58%
174' OF 36" RCP
@0.52%
144' OF 36" RCP
@0.54%
12' OF 42" RCP
@0.49%
184' OF 42" RCP
@0.51%
368' OF 42" RCP
@0.49%
156' OF 42" RCP
@0.48%
100' OF 24" RCP
@0.65%
95' OF 24" RCP
@0.63%
124' OF 12" RCP
@1.93%
91' OF 12" RCP
@1.21%
16' OF 24" RCP
@1.17%
3
0
9
'
O
F
1
5
"
R
C
P@1
.
1
7%216' OF 24"
R
C
P
@0.60
%
68' OF 18" RCP
@1.17%
391' OF 18" RCP
@0.56%
144' O
F
3
6
"
R
C
P
@0.54
%77' OF 12" RCP@1.36%NYLOPLAST DRAIN BASIN
NYLOPLAST DRAIN BASIN
NYLOPLAST DRAIN BASIN
NYLOPLAST DRAIN BASIN
NYLOPLAST DRAIN BASIN
NYLOPLAST DRAIN BASIN
112' WIDE EMERGENCY
SPILLWAY
W/ RIP RAP
REVETMENT COVER
PROPOSED 15' ESMT (TYP)SILVARA COURTDOMIN
O
D
RI
V
E
WWWWWWWWWWWRETENTION
BASIN
W6
W5
NO P
A
R
KI
N
G
S1
W1
T1
AQUASWIRL
AS-10
E2 E3
W6
W - WATER / FIRE PROTECTION
S - SANITARY SEWER
6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE.
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION (COORDINATE WITH MEP PLANS)
8-INCH WATER MAIN
8-INCH PRESSURE CONNECTION (HOT TAP) TO EXISTING 16-INCH
WATERMAIN
4-INCH DOMESTIC SERVICE CONNECTION (COORDINATE FINAL
SIZING WITH MEP PLANS)
6-INCH FIRE SERVICE LINE
2-INCH WATER SERVICE LINE
W1
W2
W3
S1
T - TELECOM
FIBER OPTIC CONNECTION. COORDINATE
WITH LOCAL UTILITY PROVIDER.T1
G - GAS
GAS CONNECTION. COORDINATE
WITH LOCAL UTILITY PROVIDER.G1
E - ELECTRIC
(2) 4" CONDUITS FOR PRIMARY ELECTRIC
SERVICE COORDINATE WITH DUKE
TRANSFORMER
TRANSFORMER PAD PER UTILITY
OWNER SPECIFICATIONS.
E1
E2
D - DRAINAGE / STORM SEWER
6''SSD 6''SSD
D1 CONNECT OUTFALL TO EXISTING STRUCTURE
6-INCH PERFORATED HDPE SUBSURFACE DRAIN
UTILITY KEY NOTE LEGEND
W4
W5
W6
E3
W7
18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
SCALE: 1" = 50'
KEYMAP
C504
C.O.
C.O.
Lat
PROPOSED LINETYPES LEGEND
EXISTING LINETYPES LEGEND
RD RD
STORM SEWER CLEANOUT
STORM SEWER PIPE
SANITARY CLEANOUT
GAS LINE
ROOF DRAIN
WATER LINE
SWALE
UNDERGROUND CABLE
SUBSCRIBE DRAINS (STRUCTURES)
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
MIXED OR UNIDENTIFIED OVERHEAD UTILITY
BOARD FENCE
WROUGHT IRON FENCE
BOUNDARY LINE
FLOW LINE
E(A)E(A)
E E E
OHU OHU
SECTION LINE
FARM FENCE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
D1
C504
UTILITY PLAN
(POND)
1.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 DETAIL SA-9.
2.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES
ROUNDED TO THE NEAREST FOOT.
3.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.
4.FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5)
FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND
SIDEWALKS.
5.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.
6.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.
7.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.
8.CONTRACTOR TO PROVIDE SLEEVES UNDER FOOTINGS OR THROUGH FOUNDATIONS
FOR UTILITY CONNECTIONS
9.CONTRACTOR TO SET PRE-CONSTRUCTION MEETING WITH Tri Co NO MORE THAN 2
WEEKS PRIOR TO BEGINNING WORK.
10.MANHOLE OR CLEAN OUT CASTINGS MAY NEED TO BE ELEVATED AFTER FINAL
GRADING TO INSURE DRAINAGE AWAY FROM STRUCTURES. MANHOLE CASTINGS IN
NON-PAVED AREAS SHALL BE 0.2' ABOVE GRADE.
11.CASTING ELEVATIONS OF EITHER THE FIRST UPSTREAM OR DOWNSTREAM MANHOLE
TO WHICH THE CONNECTION IS MADE SHALL BE A MINIMUM OF 1 FOOT BELOW THE
FINISHED FLOOR ELEVATION.
12.CONNECTIONS OF ROOF DRAINS, SUMP PUMPS AND SOURCE CLEAR WATER SHALL
BE PROHIBITED.
13.AT THE INSPECTOR'S DISCRETION, A CONCRETE CRADLE MAY BE REQUIRED FOR
ALL LATERAL / UTILITY CROSSINGS. CONCRETE CRADLE IS REQUIRED WHEN
VERTICAL DISTANCE BETWEEN SANITARY SEWER/LATERAL AND CROSSING UTILITY
IS LESS THAN 18".
14.CONTRACTOR MUST FIELD VERIFY INVERT ELEVATIONS OF EXISTING MANHOLE
PRIOR TO CONSTRUCTION. IF A VARIATION EXISTS, THEN CONTACT ENGINEER.
15.ALL STRUCTURES SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW
LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. ALL
BENCH WALLS SHALL EXTEND TO THE CROWN OF THE HIGHEST INFLUENT PIPE.
16.ALL SANITARY MANHOLES INSTALLED UNDER THIS CONTRACT SHALL BE AIR TESTED
FOR LEAKAGE IN ACCORDANCE WITH ASTM C1244-93, STANDARD TEST METHOD FOR
CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST.
GENERAL SANITARY UTILITY NOTES