HomeMy WebLinkAbout38 C806 Site DetailsPRESSURE PIPE JOINT RESTRAINT TABLE
Length Of Pipe To Be Restrained
In Each Direction From Of Bend
Based On 150 p5| Test Pressure
neeri
6" 8^ 10^ 12" 14 16" 18" 20 24" 30
gD
'lugs
27'
.35'
12'
50'
58'
65'
73'
80'
95'
115'
4-5
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22-1/7^
3'
3.
7/23/04
PER CITY OF cAnmeI, nAw/|row
7
8
COUNTY SURVEYOR, AND SOS
12'
14'
Rtemmmmls encasement
1.
6/30/04
3
2.
6/30/04
ftnmrtm,tidiftgvWehql|(10omu
1.
6/30/04
OTE mm
NO.
DATE
REI4SIOVQEB3RIP30N
01///////
N o. -0
o 0
7--- i 900119
oitilliboio
wS& 0-0.c)ik
Engineers, By: Jones Henry
""n����m�
CL/EiVT:
PLATINUM
PROPERTIES,
LLC
9551 DELEGATES ROW
INDIANAPOLIS, INDIANA 46250
PHONE: 317-818-2900
FAX: 317-818-2810
SikariffikalieliaiatT
The recipient of these materials understands that
copyright in the materials is owned by |s|, and o|so,
that the materials contain priviledged and confidential
business information of 4coo,mno|r, the recipient
agrees to retain these materials in strict confidence
and agrees not to disclose these materials to any
other party and further agrees not to make copies of
the materials. The recipient agrees to use the
materials only for the limited purpose for which |E|
has made the materials ovoxob|e, and recipient agrees
to return all materials to |B either upon completion of
the intended purpose or upon the request of |c|,
whichever comes first.
SITE ADDRESS:*
BELLEYOOD
SUBDIVISION
1318t STREET WEST ROAD
CARMEL, INDIANA
SCALE:
N.T.S.
&x/�
7/23/04
DESIGNED .9Y:
DGP
DRAWN6�
HwR
CHECKED BY: DGP
17S0 8"1 03-03
RLE NAME: 03270001 dwg
DRAWING TITLE
SITE
DETAILS
SHEET NO:
C806
OFFICE OF THE HAMILTON COUNTY SURVEYOR
PRESSURE PIPE JOINT RESTRAINT TABLE
Length Of Pipe To Be Restrained
In Each Direction From Of Bend
Based On 150 p5| Test Pressure
Degree
Of Bend
6" 8^ 10^ 12" 14 16" 18" 20 24" 30
gD
'lugs
27'
.35'
12'
50'
58'
65'
73'
80'
95'
115'
4-5
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22-1/7^
3'
4'
5'
6'
7
8
9'
10'
12'
14'
11-1/4
2'
2
3
3
4'
4'
4'
5'
6'
7'
Restrained Joints
US Pipe TR Flex
Or Equal.
NOTE: ||x ABOVE
NL DESIGN
Shall Be Mechanical Joint With Retainer [xonda,
Joint Syotem, US Pipe Field LOK Gasket System,
RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
CITY OF CARMEL
STANDARD ..^S
TITLE:
]/l|K]7' RESTRAINT
TABLE
Date: March 200
Scale: Not To Scale
Engineers, By: Jones Henry
""n����m�
Dwg wamcmmo
OFFICE OF THE HAMILTON COUNTY SURVEYOR
oANo
rellmniCxiiWnAM
PLACE S
STRIP
.R i
In
D, CAxmxmzIN^oEERS
M
MAIM NOTION
Ti5P onnAI&
pARSDnITE 111113CIES !PLAN'
FILTER STRIP
PLACE sum MAY mm MET m DURANCE MvMROADS IN LESS THAN mm
MT. xLACRONE SIGN IN CENTER POINT OP TER MAZE STRIP Berms ROAM
re TEE vvmSIu.^TION ^uumm^,v IN Mm MR: CuILmmo,
FILM nap N,LLav ON m"man'w' *mm ONLY.
'm�un'mv NOT TO 'SCAM
OFFICE THE HAMILTON COUNTY SURVEYOR
STRUCTURE SIZING TABLE
STRUCTORIO °ra=vUREo ^"p^u AND asps co BE
EM x� 411' m GREATER QUALITY QUALRam= ru^m o,, n, n�v cameo
TIC TIC SILL ���w
(HURT TO INVEST 9141:11nu
xr�.^�M�m
19,u w nmwm" N° 1111011
11 70 11 ���O
^�mv�^
m TO 11 mam� "��v
Pi TO 97 v^ x x� OR
R� I OS
D IN1 OS
v4
PIPES MO LARmICR THAN wr CAN WC oSW IN THE E sin nn Taw BOX
•«mcnwINm AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE..
^•SPm mL NOM STRUCTURES omEFmm THAN wr FROM TO myna
WILL BE A m.u.00 A BOX WITH STEPS UNLESS SPECIAL DEMON IS
vppuovmo
SPECIAL NOM STRUCTURES TILL In DESIGNED FOR MAXIMUM
FLOW IN r,xm^
SPECIAL worVwnnury HAT REQUIRE STRIPS TO SE INSTALLED
AFTER STRUCTURE /w SET, r* HMSO VS ACCESS.
HAMILTON COUNTY SURVEYOR'S OFFICE
mrummuRDPIANW
Aprmovmn`
minx u KAM ovSTETmu D-1.8
SIZE "W" "U"**
6" 2'-6 2'-O 4"
B 2 2'-1 4"
10" 2'-6 2'-3 4"
12" J'-g 2'-5 4"
15" 3'-0 2'- 5"
18 3'-8 3'-O" 5"
21 J'-11 3'-4 6"
24 4' -J^ 3'-8^ G^
27" '-11"
5-� 3-l1
30 5`-8 4'-4 6"
36 8'-J 5'-2 6"
42" 8'-11 8"
48" 7 g^
54" 8'-0^ 9"
80 8'-5 9"
06 9'-1^ 9"
72 g'-D 10
78" 10'-3 10"
OFFICE OF TIEIE IA LTON COUNTY SURVEYOR
NO mkt AND Corm AS EcimRD
Nahr-MIPHAime wane
8PAra arz .4 1,4.
01 in Pize trargreri M'S m"IlanIt�.
KILL OMIT 114.11101.11
"Tire AA SPECITIPO.
A°EOLS *OmFOmM
TO AIM vm
inrcilife
PrEpgraH TO u
Mt PONT =PR VENCE
KNOC.TS AND m=ss omsesso.
n�
^mmmmm/VU
rs tra
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(oBAmmm NOT ,mScALm
I AMI TON COUNTY SURVEYOR'S OFFICE
momm 1rou MOS
STANDARD PLAn
CURB INLET LOCATION
FLOWLINES REQUIRED
IF CURB rmWLINE GRADE m LIESS THAN .76x
ALTERNATiVE mm, BE USED .r omts rmwLmm GRADE IS GREATER xSAw TOP
'uwrING NOT TOSCALD
/kl�TT.���J COUNTY Sl}��V����Of�'S OFFICE
I
�vmw`_Lz�um�
vmm «gy�W� D xmr� %a^wLmwm��n *v*M�
OFF'ICE OF THE HAMILTON COUNTY SURVEYOR
VI
ii
II
I MODIFIED
S'TANDARD PLAN
OFFICE OF THE HAMILTON COUNTY SURVEYOR
GSA
NOIEt
S.Y.Serd *Mallow
ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~���
^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum
PIPE UNDERDRAIN
IC
0111 sikerS
^^=vWIER
Table Is For AS TM D-3031. Wax Thickness
Class SDP 35 For 6 And ASTM
F /y Wall Thickness Class T-1 For
18 For Other Flexible Pipes,
Minimum Trench Width ^V~ Shall mcut
Manufacturer's Requirements.
l'-O Minimum
Undisturbed Ground
Existing Pavement, Saw
Out Straight Edge
Special Backfill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To INDOT 211.O2b
Undisturbed Earth
7-[]
or "U" At
Top Of Pipe
FOR SEWER AND WATER MAINS NTS
CITY OF K�
STANDARD DETAILS
Date: March 2001
--Moich Existing Pavement
Material And Thickness
TA
L
Scale: Not To Scale
-Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note:
Under Existing Bowera, Water Linoa,
Gas Uneo, Telephone Cable And
Electrical Conduito, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lin eS.
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed And
Hand Tamped In 6" Layers To A Minimum Of
1 Above Pipe.
Bed Pipe In Specified Granular Bedding
Material Hand Tamped In 6" layers to 8 to
12 inches above pipe. Bedding Material
Shall Conform To INDOT 903.02. Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With A3TW D-2321.
TITLE:
TRENCH Fl T/1
TRENCH SCHEDULE
E
Drawn By: Jones mHenry
Engineers, Inc.
Drawing Name:
Water Main
Tee M.J.
Hydrant Assembly
Restrained
Length And Fittings
As Required
Notes:
1. At High Points Along Main Water Line Where
Indicated On Orowings, Anchoring Tee Shall Be
Set At 45 Angle Upwards And Connected To 6"
45 Bend. Main Water Line Shall Be Lowered To
Prev. e Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run Of
Te�
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distonor, Or Less As Specified By Fire Department
4. All valves must include Posi-Cap or equivalent
Min.
D 01
Mueller Centurion A-123, Or Equal
Painted "Safety Yellow"
1'-0 Min.
io| Conforming To
INDOT 903.02. Size No. 8
One 8"x8"xl 6" Solid
Conc. Block Or 6 Min.
C|oss Concrete
Base On Undisturbed
ground.
5. Hydront Valves must be restrained to the tee
with either all threod, or an anchoring tee.
CITY OF CARMEL FIRE ��\/[l[��K]T
HYDRANT
STANDARD [l [l ��T� I c� ASSEMBLY
Scale: Not To o�°" ep�nva& Henry Name: owm
=o°' Engineers, Inc.
0
Curb Box With Cover
L
Curb Stop
Corporation Stop
Mueller n-15008. Or Equal
Water Main
Double Strap
Service Saddle
Length Varies
Lc,
Copper ervice Line
Service Saddle Must Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 350 Or Greater. (Verify With
Owner For Pressure Class DIP.)
Date: March 2001
Concrete Block
CITY OF /`���K���|
CARMEL
STANDARD DETAILS
Scale: Not To Scale
wDTE:
7) 1" Or Smaller Service Line
Shall Be Direct Top Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Tap Shall Be
Installed With A min Horz.
Seperation Of 24".
4) 2 inch taps and smaller shall
not be installed within 18 inches
of mechanical joints and bells.
TITLE:
WATER SERVICE
DETAIL
Drawn By: Jones Henry Drawing Name: cnomr��m�
Existing Water Main
Tapping Sleeve
Varies
7�
-Valve
Bend
As Required Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
New Pipe Shall Be
Installed Under The
Existing Water Main
—Tee
0
l
New Water Main
Notes:
1) Mogo|ug flanges shall be used for all mechanical joints.
2) Bell end pieces of pipe 4 ft. and smaller shall be considered
ocrop, and shall not be installed into system.
12" Win.
CITY OF /`���k���|
CARMEL
STANDARD DETAILS
Date: March 2001
Scale:
wotn"Scal"
SECTION
TITLE:
r- See Trench Detail
For Backfill Requirements
Existing Water Main
—New Water Main
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02. Size No. 8
WATER ���|N
CONNECTION DETAIL
Drawn By: Jones Henry Drawing Name:
Engineers, Inc.
o
Property Line
SIZE "W" "U"**
6" 2'-6 2'-O 4"
B 2 2'-1 4"
10" 2'-6 2'-3 4"
12" J'-g 2'-5 4"
15" 3'-0 2'- 5"
18 3'-8 3'-O" 5"
21 J'-11 3'-4 6"
24 4' -J^ 3'-8^ G^
27" '-11"
5-� 3-l1
30 5`-8 4'-4 6"
36 8'-J 5'-2 6"
42" 8'-11 8"
48" 7 g^
54" 8'-0^ 9"
80 8'-5 9"
06 9'-1^ 9"
72 g'-D 10
78" 10'-3 10"
OFFICE OF TIEIE IA LTON COUNTY SURVEYOR
NO mkt AND Corm AS EcimRD
Nahr-MIPHAime wane
8PAra arz .4 1,4.
01 in Pize trargreri M'S m"IlanIt�.
KILL OMIT 114.11101.11
"Tire AA SPECITIPO.
A°EOLS *OmFOmM
TO AIM vm
inrcilife
PrEpgraH TO u
Mt PONT =PR VENCE
KNOC.TS AND m=ss omsesso.
n�
^mmmmm/VU
rs tra
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(oBAmmm NOT ,mScALm
I AMI TON COUNTY SURVEYOR'S OFFICE
momm 1rou MOS
STANDARD PLAn
CURB INLET LOCATION
FLOWLINES REQUIRED
IF CURB rmWLINE GRADE m LIESS THAN .76x
ALTERNATiVE mm, BE USED .r omts rmwLmm GRADE IS GREATER xSAw TOP
'uwrING NOT TOSCALD
/kl�TT.���J COUNTY Sl}��V����Of�'S OFFICE
I
�vmw`_Lz�um�
vmm «gy�W� D xmr� %a^wLmwm��n *v*M�
OFF'ICE OF THE HAMILTON COUNTY SURVEYOR
VI
ii
II
I MODIFIED
S'TANDARD PLAN
OFFICE OF THE HAMILTON COUNTY SURVEYOR
GSA
NOIEt
S.Y.Serd *Mallow
ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~���
^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum
PIPE UNDERDRAIN
IC
0111 sikerS
^^=vWIER
Table Is For AS TM D-3031. Wax Thickness
Class SDP 35 For 6 And ASTM
F /y Wall Thickness Class T-1 For
18 For Other Flexible Pipes,
Minimum Trench Width ^V~ Shall mcut
Manufacturer's Requirements.
l'-O Minimum
Undisturbed Ground
Existing Pavement, Saw
Out Straight Edge
Special Backfill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To INDOT 211.O2b
Undisturbed Earth
7-[]
or "U" At
Top Of Pipe
FOR SEWER AND WATER MAINS NTS
CITY OF K�
STANDARD DETAILS
Date: March 2001
--Moich Existing Pavement
Material And Thickness
TA
L
Scale: Not To Scale
-Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note:
Under Existing Bowera, Water Linoa,
Gas Uneo, Telephone Cable And
Electrical Conduito, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lin eS.
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed And
Hand Tamped In 6" Layers To A Minimum Of
1 Above Pipe.
Bed Pipe In Specified Granular Bedding
Material Hand Tamped In 6" layers to 8 to
12 inches above pipe. Bedding Material
Shall Conform To INDOT 903.02. Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With A3TW D-2321.
TITLE:
TRENCH Fl T/1
TRENCH SCHEDULE
E
Drawn By: Jones mHenry
Engineers, Inc.
Drawing Name:
Water Main
Tee M.J.
Hydrant Assembly
Restrained
Length And Fittings
As Required
Notes:
1. At High Points Along Main Water Line Where
Indicated On Orowings, Anchoring Tee Shall Be
Set At 45 Angle Upwards And Connected To 6"
45 Bend. Main Water Line Shall Be Lowered To
Prev. e Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run Of
Te�
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distonor, Or Less As Specified By Fire Department
4. All valves must include Posi-Cap or equivalent
Min.
D 01
Mueller Centurion A-123, Or Equal
Painted "Safety Yellow"
1'-0 Min.
io| Conforming To
INDOT 903.02. Size No. 8
One 8"x8"xl 6" Solid
Conc. Block Or 6 Min.
C|oss Concrete
Base On Undisturbed
ground.
5. Hydront Valves must be restrained to the tee
with either all threod, or an anchoring tee.
CITY OF CARMEL FIRE ��\/[l[��K]T
HYDRANT
STANDARD [l [l ��T� I c� ASSEMBLY
Scale: Not To o�°" ep�nva& Henry Name: owm
=o°' Engineers, Inc.
0
Curb Box With Cover
L
Curb Stop
Corporation Stop
Mueller n-15008. Or Equal
Water Main
Double Strap
Service Saddle
Length Varies
Lc,
Copper ervice Line
Service Saddle Must Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 350 Or Greater. (Verify With
Owner For Pressure Class DIP.)
Date: March 2001
Concrete Block
CITY OF /`���K���|
CARMEL
STANDARD DETAILS
Scale: Not To Scale
wDTE:
7) 1" Or Smaller Service Line
Shall Be Direct Top Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Tap Shall Be
Installed With A min Horz.
Seperation Of 24".
4) 2 inch taps and smaller shall
not be installed within 18 inches
of mechanical joints and bells.
TITLE:
WATER SERVICE
DETAIL
Drawn By: Jones Henry Drawing Name: cnomr��m�
Existing Water Main
Tapping Sleeve
Varies
7�
-Valve
Bend
As Required Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
New Pipe Shall Be
Installed Under The
Existing Water Main
—Tee
0
l
New Water Main
Notes:
1) Mogo|ug flanges shall be used for all mechanical joints.
2) Bell end pieces of pipe 4 ft. and smaller shall be considered
ocrop, and shall not be installed into system.
12" Win.
CITY OF /`���k���|
CARMEL
STANDARD DETAILS
Date: March 2001
Scale:
wotn"Scal"
SECTION
TITLE:
r- See Trench Detail
For Backfill Requirements
Existing Water Main
—New Water Main
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02. Size No. 8
WATER ���|N
CONNECTION DETAIL
Drawn By: Jones Henry Drawing Name:
Engineers, Inc.
o
Property Line
OFFICE OF TIEIE IA LTON COUNTY SURVEYOR
NO mkt AND Corm AS EcimRD
Nahr-MIPHAime wane
8PAra arz .4 1,4.
01 in Pize trargreri M'S m"IlanIt�.
KILL OMIT 114.11101.11
"Tire AA SPECITIPO.
A°EOLS *OmFOmM
TO AIM vm
inrcilife
PrEpgraH TO u
Mt PONT =PR VENCE
KNOC.TS AND m=ss omsesso.
n�
^mmmmm/VU
rs tra
STANDARD MANHOLE
FOR PIPE SIZES 12" THRU 24"
(oBAmmm NOT ,mScALm
I AMI TON COUNTY SURVEYOR'S OFFICE
momm 1rou MOS
STANDARD PLAn
CURB INLET LOCATION
FLOWLINES REQUIRED
IF CURB rmWLINE GRADE m LIESS THAN .76x
ALTERNATiVE mm, BE USED .r omts rmwLmm GRADE IS GREATER xSAw TOP
'uwrING NOT TOSCALD
/kl�TT.���J COUNTY Sl}��V����Of�'S OFFICE
I
�vmw`_Lz�um�
vmm «gy�W� D xmr� %a^wLmwm��n *v*M�
OFF'ICE OF THE HAMILTON COUNTY SURVEYOR
VI
ii
II
I MODIFIED
S'TANDARD PLAN
OFFICE OF THE HAMILTON COUNTY SURVEYOR
GSA
NOIEt
S.Y.Serd *Mallow
ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~���
^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum
PIPE UNDERDRAIN
IC
0111 sikerS
^^=vWIER
Table Is For AS TM D-3031. Wax Thickness
Class SDP 35 For 6 And ASTM
F /y Wall Thickness Class T-1 For
18 For Other Flexible Pipes,
Minimum Trench Width ^V~ Shall mcut
Manufacturer's Requirements.
l'-O Minimum
Undisturbed Ground
Existing Pavement, Saw
Out Straight Edge
Special Backfill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To INDOT 211.O2b
Undisturbed Earth
7-[]
or "U" At
Top Of Pipe
FOR SEWER AND WATER MAINS NTS
CITY OF K�
STANDARD DETAILS
Date: March 2001
--Moich Existing Pavement
Material And Thickness
TA
L
Scale: Not To Scale
-Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note:
Under Existing Bowera, Water Linoa,
Gas Uneo, Telephone Cable And
Electrical Conduito, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lin eS.
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed And
Hand Tamped In 6" Layers To A Minimum Of
1 Above Pipe.
Bed Pipe In Specified Granular Bedding
Material Hand Tamped In 6" layers to 8 to
12 inches above pipe. Bedding Material
Shall Conform To INDOT 903.02. Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With A3TW D-2321.
TITLE:
TRENCH Fl T/1
TRENCH SCHEDULE
E
Drawn By: Jones mHenry
Engineers, Inc.
Drawing Name:
Water Main
Tee M.J.
Hydrant Assembly
Restrained
Length And Fittings
As Required
Notes:
1. At High Points Along Main Water Line Where
Indicated On Orowings, Anchoring Tee Shall Be
Set At 45 Angle Upwards And Connected To 6"
45 Bend. Main Water Line Shall Be Lowered To
Prev. e Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run Of
Te�
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distonor, Or Less As Specified By Fire Department
4. All valves must include Posi-Cap or equivalent
Min.
D 01
Mueller Centurion A-123, Or Equal
Painted "Safety Yellow"
1'-0 Min.
io| Conforming To
INDOT 903.02. Size No. 8
One 8"x8"xl 6" Solid
Conc. Block Or 6 Min.
C|oss Concrete
Base On Undisturbed
ground.
5. Hydront Valves must be restrained to the tee
with either all threod, or an anchoring tee.
CITY OF CARMEL FIRE ��\/[l[��K]T
HYDRANT
STANDARD [l [l ��T� I c� ASSEMBLY
Scale: Not To o�°" ep�nva& Henry Name: owm
=o°' Engineers, Inc.
0
Curb Box With Cover
L
Curb Stop
Corporation Stop
Mueller n-15008. Or Equal
Water Main
Double Strap
Service Saddle
Length Varies
Lc,
Copper ervice Line
Service Saddle Must Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 350 Or Greater. (Verify With
Owner For Pressure Class DIP.)
Date: March 2001
Concrete Block
CITY OF /`���K���|
CARMEL
STANDARD DETAILS
Scale: Not To Scale
wDTE:
7) 1" Or Smaller Service Line
Shall Be Direct Top Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Tap Shall Be
Installed With A min Horz.
Seperation Of 24".
4) 2 inch taps and smaller shall
not be installed within 18 inches
of mechanical joints and bells.
TITLE:
WATER SERVICE
DETAIL
Drawn By: Jones Henry Drawing Name: cnomr��m�
Existing Water Main
Tapping Sleeve
Varies
7�
-Valve
Bend
As Required Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
New Pipe Shall Be
Installed Under The
Existing Water Main
—Tee
0
l
New Water Main
Notes:
1) Mogo|ug flanges shall be used for all mechanical joints.
2) Bell end pieces of pipe 4 ft. and smaller shall be considered
ocrop, and shall not be installed into system.
12" Win.
CITY OF /`���k���|
CARMEL
STANDARD DETAILS
Date: March 2001
Scale:
wotn"Scal"
SECTION
TITLE:
r- See Trench Detail
For Backfill Requirements
Existing Water Main
—New Water Main
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02. Size No. 8
WATER ���|N
CONNECTION DETAIL
Drawn By: Jones Henry Drawing Name:
Engineers, Inc.
o
Property Line
CURB INLET LOCATION
FLOWLINES REQUIRED
IF CURB rmWLINE GRADE m LIESS THAN .76x
ALTERNATiVE mm, BE USED .r omts rmwLmm GRADE IS GREATER xSAw TOP
'uwrING NOT TOSCALD
/kl�TT.���J COUNTY Sl}��V����Of�'S OFFICE
I
�vmw`_Lz�um�
vmm «gy�W� D xmr� %a^wLmwm��n *v*M�
OFF'ICE OF THE HAMILTON COUNTY SURVEYOR
VI
ii
II
I MODIFIED
S'TANDARD PLAN
OFFICE OF THE HAMILTON COUNTY SURVEYOR
GSA
NOIEt
S.Y.Serd *Mallow
ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~���
^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum
PIPE UNDERDRAIN
IC
0111 sikerS
^^=vWIER
Table Is For AS TM D-3031. Wax Thickness
Class SDP 35 For 6 And ASTM
F /y Wall Thickness Class T-1 For
18 For Other Flexible Pipes,
Minimum Trench Width ^V~ Shall mcut
Manufacturer's Requirements.
l'-O Minimum
Undisturbed Ground
Existing Pavement, Saw
Out Straight Edge
Special Backfill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To INDOT 211.O2b
Undisturbed Earth
7-[]
or "U" At
Top Of Pipe
FOR SEWER AND WATER MAINS NTS
CITY OF K�
STANDARD DETAILS
Date: March 2001
--Moich Existing Pavement
Material And Thickness
TA
L
Scale: Not To Scale
-Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note:
Under Existing Bowera, Water Linoa,
Gas Uneo, Telephone Cable And
Electrical Conduito, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lin eS.
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed And
Hand Tamped In 6" Layers To A Minimum Of
1 Above Pipe.
Bed Pipe In Specified Granular Bedding
Material Hand Tamped In 6" layers to 8 to
12 inches above pipe. Bedding Material
Shall Conform To INDOT 903.02. Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With A3TW D-2321.
TITLE:
TRENCH Fl T/1
TRENCH SCHEDULE
E
Drawn By: Jones mHenry
Engineers, Inc.
Drawing Name:
Water Main
Tee M.J.
Hydrant Assembly
Restrained
Length And Fittings
As Required
Notes:
1. At High Points Along Main Water Line Where
Indicated On Orowings, Anchoring Tee Shall Be
Set At 45 Angle Upwards And Connected To 6"
45 Bend. Main Water Line Shall Be Lowered To
Prev. e Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run Of
Te�
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distonor, Or Less As Specified By Fire Department
4. All valves must include Posi-Cap or equivalent
Min.
D 01
Mueller Centurion A-123, Or Equal
Painted "Safety Yellow"
1'-0 Min.
io| Conforming To
INDOT 903.02. Size No. 8
One 8"x8"xl 6" Solid
Conc. Block Or 6 Min.
C|oss Concrete
Base On Undisturbed
ground.
5. Hydront Valves must be restrained to the tee
with either all threod, or an anchoring tee.
CITY OF CARMEL FIRE ��\/[l[��K]T
HYDRANT
STANDARD [l [l ��T� I c� ASSEMBLY
Scale: Not To o�°" ep�nva& Henry Name: owm
=o°' Engineers, Inc.
0
Curb Box With Cover
L
Curb Stop
Corporation Stop
Mueller n-15008. Or Equal
Water Main
Double Strap
Service Saddle
Length Varies
Lc,
Copper ervice Line
Service Saddle Must Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 350 Or Greater. (Verify With
Owner For Pressure Class DIP.)
Date: March 2001
Concrete Block
CITY OF /`���K���|
CARMEL
STANDARD DETAILS
Scale: Not To Scale
wDTE:
7) 1" Or Smaller Service Line
Shall Be Direct Top Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Tap Shall Be
Installed With A min Horz.
Seperation Of 24".
4) 2 inch taps and smaller shall
not be installed within 18 inches
of mechanical joints and bells.
TITLE:
WATER SERVICE
DETAIL
Drawn By: Jones Henry Drawing Name: cnomr��m�
Existing Water Main
Tapping Sleeve
Varies
7�
-Valve
Bend
As Required Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
New Pipe Shall Be
Installed Under The
Existing Water Main
—Tee
0
l
New Water Main
Notes:
1) Mogo|ug flanges shall be used for all mechanical joints.
2) Bell end pieces of pipe 4 ft. and smaller shall be considered
ocrop, and shall not be installed into system.
12" Win.
CITY OF /`���k���|
CARMEL
STANDARD DETAILS
Date: March 2001
Scale:
wotn"Scal"
SECTION
TITLE:
r- See Trench Detail
For Backfill Requirements
Existing Water Main
—New Water Main
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02. Size No. 8
WATER ���|N
CONNECTION DETAIL
Drawn By: Jones Henry Drawing Name:
Engineers, Inc.
o
Property Line
OFF'ICE OF THE HAMILTON COUNTY SURVEYOR
VI
ii
II
I MODIFIED
S'TANDARD PLAN
OFFICE OF THE HAMILTON COUNTY SURVEYOR
GSA
NOIEt
S.Y.Serd *Mallow
ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~���
^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum
PIPE UNDERDRAIN
IC
0111 sikerS
^^=vWIER
Table Is For AS TM D-3031. Wax Thickness
Class SDP 35 For 6 And ASTM
F /y Wall Thickness Class T-1 For
18 For Other Flexible Pipes,
Minimum Trench Width ^V~ Shall mcut
Manufacturer's Requirements.
l'-O Minimum
Undisturbed Ground
Existing Pavement, Saw
Out Straight Edge
Special Backfill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To INDOT 211.O2b
Undisturbed Earth
7-[]
or "U" At
Top Of Pipe
FOR SEWER AND WATER MAINS NTS
CITY OF K�
STANDARD DETAILS
Date: March 2001
--Moich Existing Pavement
Material And Thickness
TA
L
Scale: Not To Scale
-Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note:
Under Existing Bowera, Water Linoa,
Gas Uneo, Telephone Cable And
Electrical Conduito, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lin eS.
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed And
Hand Tamped In 6" Layers To A Minimum Of
1 Above Pipe.
Bed Pipe In Specified Granular Bedding
Material Hand Tamped In 6" layers to 8 to
12 inches above pipe. Bedding Material
Shall Conform To INDOT 903.02. Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With A3TW D-2321.
TITLE:
TRENCH Fl T/1
TRENCH SCHEDULE
E
Drawn By: Jones mHenry
Engineers, Inc.
Drawing Name:
Water Main
Tee M.J.
Hydrant Assembly
Restrained
Length And Fittings
As Required
Notes:
1. At High Points Along Main Water Line Where
Indicated On Orowings, Anchoring Tee Shall Be
Set At 45 Angle Upwards And Connected To 6"
45 Bend. Main Water Line Shall Be Lowered To
Prev. e Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run Of
Te�
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distonor, Or Less As Specified By Fire Department
4. All valves must include Posi-Cap or equivalent
Min.
D 01
Mueller Centurion A-123, Or Equal
Painted "Safety Yellow"
1'-0 Min.
io| Conforming To
INDOT 903.02. Size No. 8
One 8"x8"xl 6" Solid
Conc. Block Or 6 Min.
C|oss Concrete
Base On Undisturbed
ground.
5. Hydront Valves must be restrained to the tee
with either all threod, or an anchoring tee.
CITY OF CARMEL FIRE ��\/[l[��K]T
HYDRANT
STANDARD [l [l ��T� I c� ASSEMBLY
Scale: Not To o�°" ep�nva& Henry Name: owm
=o°' Engineers, Inc.
0
Curb Box With Cover
L
Curb Stop
Corporation Stop
Mueller n-15008. Or Equal
Water Main
Double Strap
Service Saddle
Length Varies
Lc,
Copper ervice Line
Service Saddle Must Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 350 Or Greater. (Verify With
Owner For Pressure Class DIP.)
Date: March 2001
Concrete Block
CITY OF /`���K���|
CARMEL
STANDARD DETAILS
Scale: Not To Scale
wDTE:
7) 1" Or Smaller Service Line
Shall Be Direct Top Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Tap Shall Be
Installed With A min Horz.
Seperation Of 24".
4) 2 inch taps and smaller shall
not be installed within 18 inches
of mechanical joints and bells.
TITLE:
WATER SERVICE
DETAIL
Drawn By: Jones Henry Drawing Name: cnomr��m�
Existing Water Main
Tapping Sleeve
Varies
7�
-Valve
Bend
As Required Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
New Pipe Shall Be
Installed Under The
Existing Water Main
—Tee
0
l
New Water Main
Notes:
1) Mogo|ug flanges shall be used for all mechanical joints.
2) Bell end pieces of pipe 4 ft. and smaller shall be considered
ocrop, and shall not be installed into system.
12" Win.
CITY OF /`���k���|
CARMEL
STANDARD DETAILS
Date: March 2001
Scale:
wotn"Scal"
SECTION
TITLE:
r- See Trench Detail
For Backfill Requirements
Existing Water Main
—New Water Main
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02. Size No. 8
WATER ���|N
CONNECTION DETAIL
Drawn By: Jones Henry Drawing Name:
Engineers, Inc.
o
Property Line
OFFICE OF THE HAMILTON COUNTY SURVEYOR
GSA
NOIEt
S.Y.Serd *Mallow
ondar^kal~ the .01w^=lird"mm°qrldig sod "maed" u=�~°~���
^v ou*rie"im swIrsOrolss bOOM Mow* ;Ow u^stM.limi bum
PIPE UNDERDRAIN
IC
0111 sikerS
^^=vWIER
Table Is For AS TM D-3031. Wax Thickness
Class SDP 35 For 6 And ASTM
F /y Wall Thickness Class T-1 For
18 For Other Flexible Pipes,
Minimum Trench Width ^V~ Shall mcut
Manufacturer's Requirements.
l'-O Minimum
Undisturbed Ground
Existing Pavement, Saw
Out Straight Edge
Special Backfill Under
Pavement, Drives, Walks
Or Where Ordered Tamped
In 6" Layers
Special Backfill Shall
Conform To INDOT 211.O2b
Undisturbed Earth
7-[]
or "U" At
Top Of Pipe
FOR SEWER AND WATER MAINS NTS
CITY OF K�
STANDARD DETAILS
Date: March 2001
--Moich Existing Pavement
Material And Thickness
TA
L
Scale: Not To Scale
-Approved Excavated Material In Unpaved
Areas Unless Otherwise Directed
Note:
Under Existing Bowera, Water Linoa,
Gas Uneo, Telephone Cable And
Electrical Conduito, Backfill With
Granular Bedding Material To The
Centerline Of The Existing Utility
Lin eS.
For Flexible Pipe With Solid Or Profile Walls,
Granular Bedding Material Shall Be Placed And
Hand Tamped In 6" Layers To A Minimum Of
1 Above Pipe.
Bed Pipe In Specified Granular Bedding
Material Hand Tamped In 6" layers to 8 to
12 inches above pipe. Bedding Material
Shall Conform To INDOT 903.02. Size No. 8
Note: "W" Is The Maximum Width For Rigid Pipes.
"U" Is The Minimum Width For Flexible Pipes
In Accordance With A3TW D-2321.
TITLE:
TRENCH Fl T/1
TRENCH SCHEDULE
E
Drawn By: Jones mHenry
Engineers, Inc.
Drawing Name:
Water Main
Tee M.J.
Hydrant Assembly
Restrained
Length And Fittings
As Required
Notes:
1. At High Points Along Main Water Line Where
Indicated On Orowings, Anchoring Tee Shall Be
Set At 45 Angle Upwards And Connected To 6"
45 Bend. Main Water Line Shall Be Lowered To
Prev. e Sufficient Cover As Specified.
2. All Joints Shall Be Restrained Except In Run Of
Te�
3. Hydrants Shall Be Set At 500' Max. Horizontal
Distonor, Or Less As Specified By Fire Department
4. All valves must include Posi-Cap or equivalent
Min.
D 01
Mueller Centurion A-123, Or Equal
Painted "Safety Yellow"
1'-0 Min.
io| Conforming To
INDOT 903.02. Size No. 8
One 8"x8"xl 6" Solid
Conc. Block Or 6 Min.
C|oss Concrete
Base On Undisturbed
ground.
5. Hydront Valves must be restrained to the tee
with either all threod, or an anchoring tee.
CITY OF CARMEL FIRE ��\/[l[��K]T
HYDRANT
STANDARD [l [l ��T� I c� ASSEMBLY
Scale: Not To o�°" ep�nva& Henry Name: owm
=o°' Engineers, Inc.
0
Curb Box With Cover
L
Curb Stop
Corporation Stop
Mueller n-15008. Or Equal
Water Main
Double Strap
Service Saddle
Length Varies
Lc,
Copper ervice Line
Service Saddle Must Be Omitted For Services 1"
And Smaller And Direct Taps Made To Ductile
Iron Pipe, Class 350 Or Greater. (Verify With
Owner For Pressure Class DIP.)
Date: March 2001
Concrete Block
CITY OF /`���K���|
CARMEL
STANDARD DETAILS
Scale: Not To Scale
wDTE:
7) 1" Or Smaller Service Line
Shall Be Direct Top Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
3) Service Line Tap Shall Be
Installed With A min Horz.
Seperation Of 24".
4) 2 inch taps and smaller shall
not be installed within 18 inches
of mechanical joints and bells.
TITLE:
WATER SERVICE
DETAIL
Drawn By: Jones Henry Drawing Name: cnomr��m�
Existing Water Main
Tapping Sleeve
Varies
7�
-Valve
Bend
As Required Varies
Note: All Joints Shall Be
Restrained Except
In Run Of Tee.
PLAN
New Pipe Shall Be
Installed Under The
Existing Water Main
—Tee
0
l
New Water Main
Notes:
1) Mogo|ug flanges shall be used for all mechanical joints.
2) Bell end pieces of pipe 4 ft. and smaller shall be considered
ocrop, and shall not be installed into system.
12" Win.
CITY OF /`���k���|
CARMEL
STANDARD DETAILS
Date: March 2001
Scale:
wotn"Scal"
SECTION
TITLE:
r- See Trench Detail
For Backfill Requirements
Existing Water Main
—New Water Main
Bed Pipe In Specified Granular
Bedding Material Hand Tamped In
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To INDOT 903.02. Size No. 8
WATER ���|N
CONNECTION DETAIL
Drawn By: Jones Henry Drawing Name:
Engineers, Inc.
o
Property Line