HomeMy WebLinkAbout09020016 Construction Plans for Primrose School, Carmel Science & Tech Park Blk7 Lot 3 pg. 07II
1
CHILDREN'S DESIGN GROUP
ACWORTH, GEORGIA
PROJECT NO.:
7425.001
DRAWN BY:
DCC
CHECKED BY:
BTB
SHEET TITLE:
WATER
DISTRIBUTION PLAN
DRAWING FILES:
T: \7k \7425 \OO1 \dwgs \C701.dwg
XREF: T: \7k \7425 \OO1 \dwgs \Titlet.dwg
XREF: T: \7k \7425 \001 \dwgs \7425001 BS.dwg
XREF: T: \7k \7425 \001 \dwgs \OO1s- R- 2004.dwg
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NOTE: PROPOSED WATER SERVICES LINE CROSSES EXISTING UTILITIES. CONTRACTOR
TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF WATER
ffi
SERVICE LINE. IN ADDITION, IT MAY BE NECESSARY TO RELOCATE EXISTING UTILITIES
TO MAINTAIN ATION.
WATER MAINS
1. SCOPE OF WORK:
A. The work required under this section includes all cold water distribution lines, valves,
hydrants, and related items including excavating and backflling necessary to complete
the work shown on the rawings. The ends of water service lines shall be tightly
plugged or capped at the terminal points pending the connecting to all such lines
of the building piping as specified in the plumbing specifications and architectural
2. MATERIALS:
A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints
meeting AWWA on C -111. Wall thickness shall be determined from Table 6.4
in AWWA C-106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe
to be cement lines per AWWA C -104.
B. Copper Tubing: Shall be seamless, "K" copper tubing complying with Federal
Specification WW—T-799. Fittings shall be wrought copper with compression fitttings or cast
C. Fire Hydrants: Shall ply with AWWA Specification C -502 and shall meet (local
standards and Its, particularly as to nozzle diameters and threads, direction
of opening and Is of operating and cap nuts. Fire Hydrants shall have one
pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet
connection. The length of the hydrant barrel shall be determined by the specified
depth of cover over the pipe.
D. Valves: All valves and stops shall have ends suited or adapters shall be provided for
the proper installation in the lines in which they are located. Valves shall meet local
standards or in the absence of such standards, the following requirements:
1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves
conforming to AWWA Specification C -500. They shall open in the same direction
as those used in the local waterworks system. Valve stems shall terminate in 2 inch
wrench nuts. Furnish two (2) keys.
2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with
T heads. Fumish two (2) keys.
E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the
following requirements:
1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron,
adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches.
2. For brass body valves (stops) boxes shall be approved standard cast iron extension
service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in
place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar
pitch varnish. Furnish two (2) keys for bolt in lids.
F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA
taper thread, and with copper compression type fitting on outlet, or equal.
G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation
(H -10283 or H- 10291), or equal.
H. Angle Valves: Angle valves at the end of water service stub are to be copper
compression type fitting also, and are to be protected with plastic bag over the valve.
I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping
saddle. Water service lines should be marked on curbs with a stamped "W", placed
while pouring curbs.
3. APPLICATION:
A. Permits and Codes: The intent of this section is the specifications if that the contractor's
bid on the work covered herein shall be based upon the drawings and specifications but
that the work shall comply with all applicable codes and regulations. Contractor shall
furnish all necessary bonds to get permits for cuts and connections.
B. Existing Improvements: Maintain in operating condition all active utilities and sewers
and other pipe system that may be encountered.
C. Trenching: Lay all pipe in open trenches, except when local authority gives written
permission for tunneling. Provide a separate trench for the water line at least 10
feet horizontally from any sanitary sewer. In locations where separate trenches for sewer
and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches
above the top of the sewer.
D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12
E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and
adjacent structures. All trenching shall comply with the Occupational Safety and
Health Administration Standards.
F. Water Removal: Keep trenches free from water while construction therein is in
progress. Under no circumstances lay pipe or appurtenances in standing water.
Conduct the discharge from trench dewatering to drains or natural drainage channels.
G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and
uniformly supported. The full load shall rest on the barrel of the pipe. The trench
may be excavated to a depth of 4 inches or more below final grade with sand,
crushed stone or gravel backfill to bring it back to pipe laying grade.
Final backfill shall be B— borrow (INDOT spec) compacted in 6" max lifts to not less
than 95% standard proctor. 6" below aggregate subbase of pavement shall be #53
stone INDOT spec) compacted to not less than 95% standard proctor. shall meet
or exceed requirements of jurisdictional authority if more stringent. Be sure the
backfill is free from large stones, roots or frozen clogs. Take care not to disturb
pipe. Trenches parallel to and within 10 feet of paved roadways shall be constructed
the same.
H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at
least two hours at a pressure of 100 pounds per square inch. Inspect all joints for
leakage and remedy any leaks. Upon completion of the water distribution mains, flush
out the system until the water runs clear. As soon as the system has been flushed out,
it shall be sterilized in accordance with the requirements of City of Carmel.
I. If a horizontal distance of 10 feet cannot be maintained between the water line and
and a sanitary sewer line, one of the following shall be done.
a. Water line laid in a separate trench and 18" above sewer.
b. Water line laid in same trench on a bench of undisturbed earth and
sewer at least 18" below bottom of water line.
Where water lines and sewers cross and the water line cannot be placed
above the sewer with a minimum of 18" vertical clearance, the sewer must be
constructed of water works grade cast iron pipe with mechanical joints within
10 feet of the water line.
J. Utilities: it shall be the responsibility of each contractor to verify all existing utilities
and conditions pertaining to his phase of the work. It shall also be the contractors
responsibility to contact the owners of the various utilities before work is started. The
contractor shall notify in writing the owners or the engineer of any changes, errors or
omissions found on these plans on in the field before work is started or resumed.
K. New Water Main Construction: Contractor to record dimension of each water stub and
valves from nearest fire hydrant measured along water main. The locations of hydrants
and water valves, along with any other construction changes are to be incorporated on
the original construction drawings and "Record Drawing" prints submitted to
Engineer's Office as soon after completion of construction as possible.
Pipe Tracing Tape
A. All pipe shall be traced with "Terra Tape" by Reef Industries,
Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape
shall be "Detectable" type imprinted with "Caution Buried
Water Line Below
Gate Valves
A. All gate valves shall be iron body, bronze mounted, double
disc, parallel seat type gate valves, conforming to AWWA
Standard Specifications C500. They shall open in a counter
clockwise direction. Valves placed in a valve box shall
terminate in 2 inch square operating nut and have non rising
stems. One valve wrench shall be supplied to the Owner for
this project. Gate valves shall be as made by Kennedy Valve
Manufacturing Co., Inc., Elmira, New York, Mueller or equal.
Valve Boxes
A. Valve boxes shall be a three —piece cast iron type (base,
center section, and sliding type adjustable extension)
together with a "stay —put" cover marked "WATER The base
shall be of the size recommended by the manufacturer for the
size valve with which it is to be used. Wall thickness of the
base and vertical sections shall not be less than 3/16 inch,
and each valve box shall have a minimum shaft diameter of
5-1/4 inches.
0.D. OF
WATERMAIN
Cb
INSTALLATION
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cpo ect
erg L iamp
TYPICAL WATER MAIN
fi
I-IE.PE ..,1 ;1 e e l,,'�1'-�*
(Linder
DIG OUT EACH JOINT. PIPE
TO REST ON FIRM EARTH
l ockiAt C°NNtC
co n0N
Curt 8o
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Copper Service 'ir
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The horizontal and vertical location data shown on this survey are based upon a
positional solution derived from Global Positioning System (GPS) observations
processed by National Geodetic Survey (NGS) utilizing their Online Positioning User
Service (OPUS) software. The coordinate values shown are in the Indiana State
Plane Coordinate System East Zone on the 1983 North American Datum (NAD83)
utilizing the Continuously Operating Reference Station (CORS) adjustment as
determined by NGS. Unless otherwise noted, elevations shown hereon are based upon
said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88).
CP100 5/8" rebar w/ TSC random cap set ±350' W. of northwest building corner
on adjoining tract; ±3' N. of concrete walk along the drive north of site; ±50' NW
of northeast corner of site.
Elevation 844.38 (NAVD88)
TBM 1 Scribed triangle in the SW side of an area light base located northeast of
site; north side of drive north of site
Elevation 845.39 (NAVD88)
WITHIN 5' AND UNDER
PAVEMENT: FINAL BACKFILL
SHALL
BE B— BORROW (INDOT SPEC)
COMPACTED IN 6" MAX LIFTS
TO NOT LESS THAN 95%
STANDARD PROCTOR. 6"
BELOW AGGREGATE SUBBASE
OF PAVEMENT SHALL BE #53
STONE (INDOT SPEC)
COMPACTED TO NOT LESS
THAN 95% STANDARD
PROCTOR. SHALL MEET OR
EXCEED REQUIREMENTS OF
JURISDICTIONAL AUTHORITY IF
MORE STRINGENT.
Service cadd12 rV;J3t Tie 0,70 ten' rL' °.s 7 4 f .5;7"7 aa.'d
Dire re to :550 r
N c �s 1.4�c,e >ur.tite �r��i Pipe, i ,ass Jr ���erTP
61' rh. C wr er or Pressure Cass DIP.)
Fr-Dr airr cc'r4' ".'rct' 1175■. ?G'fi' r (;::i'G-'r 1 E... .7E': ^i fr15iJ t'+ t'
Sreeve
Ug er /Yetiurl.
L ai
,r-b fop ci,
Co 30k
lVi(' Lo er; IL
_Cop Service Line
DATE MARCH 2007
4 i
1 a tTh r n s r,a Back flow De c es s,
.�.n� new 7.Y. �i �'S.i�f k,G�. G '.i +iiXd�..C.:S are .i 'i k..a 2:kk�.£5.. .f..:,.
1
new b.L' ine- ti; reL ocav, 5g in <x; `1 ng alrntnercial buildings ar r qui
Y
£�#/sswf£i",✓ s£s >ss�£;J s 3f`o it� �s' i,t`u�,
Devices �me r5:3 be fi- the :•E`Y" >a. r`; r^ Y c 's? i „y rjrc x f 2?s. a.- S; u ri" f"3`..
.i, ��a Z.i:%<+C. �'f r;./.G�., i £F t. L {fft.: �3..'f. F ..J`c 5,�£,.: i Sc�..��c'�rf.3 -.SL�£ ',r y 3./,...:.s..d J.�s... .r.' ....E.�.f..�
iviamgarient,
Depending fa ri the degree ,f �'S` r/^�' li the p t ib 4 �t"( �/F.S,t. x'S
f 'N+�` S4 F.).:."L� �.i, A �iJ i.i. SS✓ 4 bi• >d;eq.r.''d its 4.� t_4_'vY� •fli £i:f s �u�td Water Yi1r fv vl... ��SJ s .n ro n� L/� t t F:Y' /n.S.F .f Wi. L.4
Fa-�-• e 7 sv e a Double a z, f t L Reduced. 3 s w .s. e:,
>r'�w`2.s.,ba.> i S, <"f,' s.f,.`.. ,�...�,.,�.'a, aS� z:c. Pressure, ar:'3 State xi' 'r'%
Th M fc t k. time y ,5 A e F-�i� 3 F f t� �-.�v
e device must be ����tr f:.�"✓ £.t.;�.`%G� ��.�,a�a.v�.;,�l a �..5.f k�� f.��z� e:ss_�. rE. �Y
r�S� t{� and y, t the ffcc f t f,3� r s for the type o,�S. diw z t
GX,s��i �k�it..i.. at t.�%4��.. wE. ...�f.��'7 �-t� •>S i. u/:.L..�r k t of i P�f�'?�.
A Test .S. .�/.-st. are to e sent t C rF y& 3 Et"Ji €i' 30 f f Ave, S�f Y�, Carmel, S k /iO 2
''.3: -1-a .iged Coupling (Ford) CF-31-66 1 I/
CF--31, 7
o CARMEL pr ]SIRM O y
zs s S:.b.�..w f g s
s /`3
CITY OF CARMEL
STANDARD DETAILS
Distance for m`t r 1/2" 'M t 13
Between ,E. Sange^;
X
:s`hr
A<
1
�r,•
9
An 0 r! o "i t- :s�' us O 0 n J T r; f 1� n
tlava ,ks
mow s
n ei Y 5 13
$E i sf,......_. ti
L
s OW
SCALE: NOT TO SCALE
y3 Sri 5f i To irr less
yp 1` ITT el' titifit /es.
E 1:J' iE.s/ S 10,0 S Cf/
is
C ci -rT L. /i i e: s
P
2." Meter 17 3'.
TILIry 6,41SEqE111
15 CA lVps gR eq
e
}r e1--
..5'- (.7.1/ t /(ie ,'?;.7 �G 1c;�1
r' %r /)i 7 1 r. 1' e s of .'r t? G•1' a /7 r c
URA3"N BY:
CROSSROAD ENGINEERS, PC
COMMERCIAL 11?ATER
SEtiICE DETAIL
Pagend Valve) or Comparable; Model
Pill f 3' 4 `t r1 1/2,"- 1'555
%�Sf l `.j..' ill u.? Y f l e 3
y J
B.
BEATING NAME:
CW4 -1
Know what's below.
C811 before you dig.
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w MAIN
TYPE II
C.O.
1 1/2" COPPER WATER IRRIGATION LINE
2" COPPER WATER DOMESTIC LINE
WATER METER /BACKFLOW PREVENTER
2p'
°/4Di
ASSUMED NORTH
SCALE: 1 =10
6" DUCTILE IRON PIPE FIRE DEPARTMENT CONNECTION
6" DUCTILE IRON PIPE SERVICE LINE/ BACKFLOW PREVENTER
PRIMROSE SCHOOL OF CARMEL
NOTE: THERE ARE TO BE NO WATER VALVES
OR MANHOLESS WITHIN THE PAVEMENT, CURB,
OR SIDEWALK /ASPHALT PATH WITH THE
EXCEPTION OF CURB INLETS WITHIN THE
EXISTING OR PROPOSED RIGHT —OF —WAY.
SANITARY
SEWER
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5
6"
TYPICAL UTILITY CROSSING
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TYPE II
C.O.
WATER MAIN
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TYPE II
C.O.
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
New Water Line w/
Hydrant Valve
Existing Water Line
Ductile Iron Pipe
es
NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE
A PRE CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR
CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT
AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY.
NOTE: ALL PROPOSED ROAD AND PARKING LOT CROSSINGS
MUST BE FULLY BACKFILLED WITH GRANULAR MATERIAL.
NOTE: ALL FIRE HYDRANTS ARE PRIVATE, AND SHALL BE PAINTED
WITH TWO (2) COATS OF M.A.B. "CAUTION YELLOW (7077)"
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I A/AL
STATE OF_._
DATE: 04/17/09
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2009)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7300
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
04/17/09
PROJECT NO.:
7425.001
DRAWN BY:
DCC
CHECKED BY:
BTB
SHEET TITLE:
WATER
DISTRIBUTION PLAN
DRAWING FILES:
T: \7k \7425 \OO1 \dwgs \C701.dwg
XREF: T: \7k \7425 \OO1 \dwgs \Titlet.dwg
XREF: T: \7k \7425 \001 \dwgs \7425001 BS.dwg
XREF: T: \7k \7425 \001 \dwgs \OO1s- R- 2004.dwg
SHEET NO.:
C 70 me'
1-
Q
m
O
N
0
E
0
z
a)
a
0
0
0)
O
cV
0
hi
0
0
0
0
NOTE: PROPOSED WATER SERVICES LINE CROSSES EXISTING UTILITIES. CONTRACTOR
TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF WATER
ffi
SERVICE LINE. IN ADDITION, IT MAY BE NECESSARY TO RELOCATE EXISTING UTILITIES
TO MAINTAIN ATION.
WATER MAINS
1. SCOPE OF WORK:
A. The work required under this section includes all cold water distribution lines, valves,
hydrants, and related items including excavating and backflling necessary to complete
the work shown on the rawings. The ends of water service lines shall be tightly
plugged or capped at the terminal points pending the connecting to all such lines
of the building piping as specified in the plumbing specifications and architectural
2. MATERIALS:
A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints
meeting AWWA on C -111. Wall thickness shall be determined from Table 6.4
in AWWA C-106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe
to be cement lines per AWWA C -104.
B. Copper Tubing: Shall be seamless, "K" copper tubing complying with Federal
Specification WW—T-799. Fittings shall be wrought copper with compression fitttings or cast
C. Fire Hydrants: Shall ply with AWWA Specification C -502 and shall meet (local
standards and Its, particularly as to nozzle diameters and threads, direction
of opening and Is of operating and cap nuts. Fire Hydrants shall have one
pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet
connection. The length of the hydrant barrel shall be determined by the specified
depth of cover over the pipe.
D. Valves: All valves and stops shall have ends suited or adapters shall be provided for
the proper installation in the lines in which they are located. Valves shall meet local
standards or in the absence of such standards, the following requirements:
1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves
conforming to AWWA Specification C -500. They shall open in the same direction
as those used in the local waterworks system. Valve stems shall terminate in 2 inch
wrench nuts. Furnish two (2) keys.
2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with
T heads. Fumish two (2) keys.
E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the
following requirements:
1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron,
adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches.
2. For brass body valves (stops) boxes shall be approved standard cast iron extension
service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in
place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar
pitch varnish. Furnish two (2) keys for bolt in lids.
F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA
taper thread, and with copper compression type fitting on outlet, or equal.
G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation
(H -10283 or H- 10291), or equal.
H. Angle Valves: Angle valves at the end of water service stub are to be copper
compression type fitting also, and are to be protected with plastic bag over the valve.
I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping
saddle. Water service lines should be marked on curbs with a stamped "W", placed
while pouring curbs.
3. APPLICATION:
A. Permits and Codes: The intent of this section is the specifications if that the contractor's
bid on the work covered herein shall be based upon the drawings and specifications but
that the work shall comply with all applicable codes and regulations. Contractor shall
furnish all necessary bonds to get permits for cuts and connections.
B. Existing Improvements: Maintain in operating condition all active utilities and sewers
and other pipe system that may be encountered.
C. Trenching: Lay all pipe in open trenches, except when local authority gives written
permission for tunneling. Provide a separate trench for the water line at least 10
feet horizontally from any sanitary sewer. In locations where separate trenches for sewer
and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches
above the top of the sewer.
D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12
E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and
adjacent structures. All trenching shall comply with the Occupational Safety and
Health Administration Standards.
F. Water Removal: Keep trenches free from water while construction therein is in
progress. Under no circumstances lay pipe or appurtenances in standing water.
Conduct the discharge from trench dewatering to drains or natural drainage channels.
G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and
uniformly supported. The full load shall rest on the barrel of the pipe. The trench
may be excavated to a depth of 4 inches or more below final grade with sand,
crushed stone or gravel backfill to bring it back to pipe laying grade.
Final backfill shall be B— borrow (INDOT spec) compacted in 6" max lifts to not less
than 95% standard proctor. 6" below aggregate subbase of pavement shall be #53
stone INDOT spec) compacted to not less than 95% standard proctor. shall meet
or exceed requirements of jurisdictional authority if more stringent. Be sure the
backfill is free from large stones, roots or frozen clogs. Take care not to disturb
pipe. Trenches parallel to and within 10 feet of paved roadways shall be constructed
the same.
H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at
least two hours at a pressure of 100 pounds per square inch. Inspect all joints for
leakage and remedy any leaks. Upon completion of the water distribution mains, flush
out the system until the water runs clear. As soon as the system has been flushed out,
it shall be sterilized in accordance with the requirements of City of Carmel.
I. If a horizontal distance of 10 feet cannot be maintained between the water line and
and a sanitary sewer line, one of the following shall be done.
a. Water line laid in a separate trench and 18" above sewer.
b. Water line laid in same trench on a bench of undisturbed earth and
sewer at least 18" below bottom of water line.
Where water lines and sewers cross and the water line cannot be placed
above the sewer with a minimum of 18" vertical clearance, the sewer must be
constructed of water works grade cast iron pipe with mechanical joints within
10 feet of the water line.
J. Utilities: it shall be the responsibility of each contractor to verify all existing utilities
and conditions pertaining to his phase of the work. It shall also be the contractors
responsibility to contact the owners of the various utilities before work is started. The
contractor shall notify in writing the owners or the engineer of any changes, errors or
omissions found on these plans on in the field before work is started or resumed.
K. New Water Main Construction: Contractor to record dimension of each water stub and
valves from nearest fire hydrant measured along water main. The locations of hydrants
and water valves, along with any other construction changes are to be incorporated on
the original construction drawings and "Record Drawing" prints submitted to
Engineer's Office as soon after completion of construction as possible.
Pipe Tracing Tape
A. All pipe shall be traced with "Terra Tape" by Reef Industries,
Inc., P.O. Box 33248, Houston, Texas 77033 or equal. tape
shall be "Detectable" type imprinted with "Caution Buried
Water Line Below
Gate Valves
A. All gate valves shall be iron body, bronze mounted, double
disc, parallel seat type gate valves, conforming to AWWA
Standard Specifications C500. They shall open in a counter
clockwise direction. Valves placed in a valve box shall
terminate in 2 inch square operating nut and have non rising
stems. One valve wrench shall be supplied to the Owner for
this project. Gate valves shall be as made by Kennedy Valve
Manufacturing Co., Inc., Elmira, New York, Mueller or equal.
Valve Boxes
A. Valve boxes shall be a three —piece cast iron type (base,
center section, and sliding type adjustable extension)
together with a "stay —put" cover marked "WATER The base
shall be of the size recommended by the manufacturer for the
size valve with which it is to be used. Wall thickness of the
base and vertical sections shall not be less than 3/16 inch,
and each valve box shall have a minimum shaft diameter of
5-1/4 inches.
0.D. OF
WATERMAIN
Cb
INSTALLATION
T
cpo ect
erg L iamp
TYPICAL WATER MAIN
fi
I-IE.PE ..,1 ;1 e e l,,'�1'-�*
(Linder
DIG OUT EACH JOINT. PIPE
TO REST ON FIRM EARTH
l ockiAt C°NNtC
co n0N
Curt 8o
v t hh Co y r ,'L id
Lc)
Copper Service 'ir
C
Le.'7g h
The horizontal and vertical location data shown on this survey are based upon a
positional solution derived from Global Positioning System (GPS) observations
processed by National Geodetic Survey (NGS) utilizing their Online Positioning User
Service (OPUS) software. The coordinate values shown are in the Indiana State
Plane Coordinate System East Zone on the 1983 North American Datum (NAD83)
utilizing the Continuously Operating Reference Station (CORS) adjustment as
determined by NGS. Unless otherwise noted, elevations shown hereon are based upon
said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88).
CP100 5/8" rebar w/ TSC random cap set ±350' W. of northwest building corner
on adjoining tract; ±3' N. of concrete walk along the drive north of site; ±50' NW
of northeast corner of site.
Elevation 844.38 (NAVD88)
TBM 1 Scribed triangle in the SW side of an area light base located northeast of
site; north side of drive north of site
Elevation 845.39 (NAVD88)
WITHIN 5' AND UNDER
PAVEMENT: FINAL BACKFILL
SHALL
BE B— BORROW (INDOT SPEC)
COMPACTED IN 6" MAX LIFTS
TO NOT LESS THAN 95%
STANDARD PROCTOR. 6"
BELOW AGGREGATE SUBBASE
OF PAVEMENT SHALL BE #53
STONE (INDOT SPEC)
COMPACTED TO NOT LESS
THAN 95% STANDARD
PROCTOR. SHALL MEET OR
EXCEED REQUIREMENTS OF
JURISDICTIONAL AUTHORITY IF
MORE STRINGENT.
Service cadd12 rV;J3t Tie 0,70 ten' rL' °.s 7 4 f .5;7"7 aa.'d
Dire re to :550 r
N c �s 1.4�c,e >ur.tite �r��i Pipe, i ,ass Jr ���erTP
61' rh. C wr er or Pressure Cass DIP.)
Fr-Dr airr cc'r4' ".'rct' 1175■. ?G'fi' r (;::i'G-'r 1 E... .7E': ^i fr15iJ t'+ t'
Sreeve
Ug er /Yetiurl.
L ai
,r-b fop ci,
Co 30k
lVi(' Lo er; IL
_Cop Service Line
DATE MARCH 2007
4 i
1 a tTh r n s r,a Back flow De c es s,
.�.n� new 7.Y. �i �'S.i�f k,G�. G '.i +iiXd�..C.:S are .i 'i k..a 2:kk�.£5.. .f..:,.
1
new b.L' ine- ti; reL ocav, 5g in <x; `1 ng alrntnercial buildings ar r qui
Y
£�#/sswf£i",✓ s£s >ss�£;J s 3f`o it� �s' i,t`u�,
Devices �me r5:3 be fi- the :•E`Y" >a. r`; r^ Y c 's? i „y rjrc x f 2?s. a.- S; u ri" f"3`..
.i, ��a Z.i:%<+C. �'f r;./.G�., i £F t. L {fft.: �3..'f. F ..J`c 5,�£,.: i Sc�..��c'�rf.3 -.SL�£ ',r y 3./,...:.s..d J.�s... .r.' ....E.�.f..�
iviamgarient,
Depending fa ri the degree ,f �'S` r/^�' li the p t ib 4 �t"( �/F.S,t. x'S
f 'N+�` S4 F.).:."L� �.i, A �iJ i.i. SS✓ 4 bi• >d;eq.r.''d its 4.� t_4_'vY� •fli £i:f s �u�td Water Yi1r fv vl... ��SJ s .n ro n� L/� t t F:Y' /n.S.F .f Wi. L.4
Fa-�-• e 7 sv e a Double a z, f t L Reduced. 3 s w .s. e:,
>r'�w`2.s.,ba.> i S, <"f,' s.f,.`.. ,�...�,.,�.'a, aS� z:c. Pressure, ar:'3 State xi' 'r'%
Th M fc t k. time y ,5 A e F-�i� 3 F f t� �-.�v
e device must be ����tr f:.�"✓ £.t.;�.`%G� ��.�,a�a.v�.;,�l a �..5.f k�� f.��z� e:ss_�. rE. �Y
r�S� t{� and y, t the ffcc f t f,3� r s for the type o,�S. diw z t
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A Test .S. .�/.-st. are to e sent t C rF y& 3 Et"Ji €i' 30 f f Ave, S�f Y�, Carmel, S k /iO 2
''.3: -1-a .iged Coupling (Ford) CF-31-66 1 I/
CF--31, 7
o CARMEL pr ]SIRM O y
zs s S:.b.�..w f g s
s /`3
CITY OF CARMEL
STANDARD DETAILS
Distance for m`t r 1/2" 'M t 13
Between ,E. Sange^;
X
:s`hr
A<
1
�r,•
9
An 0 r! o "i t- :s�' us O 0 n J T r; f 1� n
tlava ,ks
mow s
n ei Y 5 13
$E i sf,......_. ti
L
s OW
SCALE: NOT TO SCALE
y3 Sri 5f i To irr less
yp 1` ITT el' titifit /es.
E 1:J' iE.s/ S 10,0 S Cf/
is
C ci -rT L. /i i e: s
P
2." Meter 17 3'.
TILIry 6,41SEqE111
15 CA lVps gR eq
e
}r e1--
..5'- (.7.1/ t /(ie ,'?;.7 �G 1c;�1
r' %r /)i 7 1 r. 1' e s of .'r t? G•1' a /7 r c
URA3"N BY:
CROSSROAD ENGINEERS, PC
COMMERCIAL 11?ATER
SEtiICE DETAIL
Pagend Valve) or Comparable; Model
Pill f 3' 4 `t r1 1/2,"- 1'555
%�Sf l `.j..' ill u.? Y f l e 3
y J
B.
BEATING NAME:
CW4 -1
Know what's below.
C811 before you dig.
a
i
Fx
Wq 0
w MAIN
TYPE II
C.O.
1 1/2" COPPER WATER IRRIGATION LINE
2" COPPER WATER DOMESTIC LINE
WATER METER /BACKFLOW PREVENTER
2p'
°/4Di
ASSUMED NORTH
SCALE: 1 =10
6" DUCTILE IRON PIPE FIRE DEPARTMENT CONNECTION
6" DUCTILE IRON PIPE SERVICE LINE/ BACKFLOW PREVENTER
PRIMROSE SCHOOL OF CARMEL
NOTE: THERE ARE TO BE NO WATER VALVES
OR MANHOLESS WITHIN THE PAVEMENT, CURB,
OR SIDEWALK /ASPHALT PATH WITH THE
EXCEPTION OF CURB INLETS WITHIN THE
EXISTING OR PROPOSED RIGHT —OF —WAY.
SANITARY
SEWER
a
2
2
z
5
6"
TYPICAL UTILITY CROSSING
4, '''4
/N
Fi
/NF
TYPE II
C.O.
WATER MAIN
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LIES aNTID
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TYPE II
C.O.
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
New Water Line w/
Hydrant Valve
Existing Water Line
Ductile Iron Pipe
es
NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE
A PRE CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION
REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR
CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT
AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY.
NOTE: ALL PROPOSED ROAD AND PARKING LOT CROSSINGS
MUST BE FULLY BACKFILLED WITH GRANULAR MATERIAL.
NOTE: ALL FIRE HYDRANTS ARE PRIVATE, AND SHALL BE PAINTED
WITH TWO (2) COATS OF M.A.B. "CAUTION YELLOW (7077)"
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I A/AL
STATE OF_._
DATE: 04/17/09
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2009)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7300
www.schneidercorp.com
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