HomeMy WebLinkAbout05050002.11-i Frame And Cov,`, -i _
Nry -nnh R- 11.4, (7r 1,711 -
/ l, Wu ter tiyh t In tollu t �-- _ -"� --
Neenah R- 1916 -F, Or
/.,." Cement
M, r hose Steps L' I6' C,/{ G
k'uk,k3er Gasket .Loin te_....� -_
A. S I:M 0443
A S'. TM C478 Rein F.
t. ",c" Ma nhule Sr>c Liuns
D —
Nute- LIFE Holes Shat! I
Be Filled In With
Non-Sk" ink M,r tar
Min. Finished
�Pa vement
- - - t Mortar
Cement
Adjusting Rinds
8' Min, 1,?' ' Mo r,
Reir,t Concrete
Eccentric Cone
-- — top ASTM. C478
Note 5' -0' Dia, MN's
Regale Ira rasa lion
Type I- Sec tiaras.
4'-U' Dla. For,
Sewers 18'
_ & Smaller I 1__Prec�,st Base - Section
7YP <'- 11, A.S. LM C418
_50' Dia. For c
Sewer 21'
& 30'
Wa ter tight Flexible Joints
far Precast Inverts Pr e Shall Be Res -S'eol (Price
I' AP
ro x I)Delilg Between B r os. ) Lock Joint l/n t
r P
ace
Lip,, And Channel Concrete c Co J, Kor -N -SPOT (U. S.
Flt Penetration — F Class 'A' _ Con, Pipe), Or Equal,
Conc. Fill
.j
Bed Base Sec tion M.-.` ° A A_
4' .Min) Class 'B' Conc.
Or Compacted Granular e.--�
Bedding Material, Conforming nut:
INDITT 90302, size No 8 CITY OF CARMEL TYPE I & II
Note: Preformed Bitumen sears, Kent STANDARD DETAILS MANHOLES
Seal Or Equal, May Be Used Between
Adjusting Rings /n Lieu Of Mortar Da+e: January +995 Scde: Nut io Sctle Dmwn Bg °' • "M� Draehg Name: c9 .o
uo "
more •ls
,onc
ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM
RF6111 A T!I IN i
AiR PRc SS -kt At l I PIANCE TEST
7
TRA T R AN WITH ASTM F -1417
I CON C O SHALT PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY' I Y SEWER P /PE IN ACCORD CE WI
NPW /rti /ity /ill SPL "CIFICATiONS.
2) THE CONTRACTOR SHALL FURNISH ALL EOUIPMENT, MATERIALS, LABOR, AND CONDUCT THE TEST UNDER
OBSERVATION Lf CITY PERSONAL,
3) TEST METHOD
A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD
THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BALK PRESSURE
OF ANY GROUND VATER ABOVE THE PIPE.
THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP TO psig SHALL BE MEASURED USING A
STOP WATCH IF THE TiME EXCEEDS THE TIME DETERMINED FROM ASTM F -1417 IMF SECTION FAILS p
FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS °
1) CONTRACTOR SHALL FURNISH ALL EOUIPMEN7, LABOR, AND MATERA/LS NECESSARY FOR THE HYDROSTATIC PA'LS'SUR£
AND LEAKAGE LEST ON ALL MAINS UNDER THE SUPERVISION Of CiTY PERSONAL °
ti
2, /t iTS PRESSUURE SHALL BE 100 PSi OR 150% OF NORMAL. PIPE OPERA LING PRFS'.SL/RF; WHICH EVER IS GRFAIIR.
3) LEAKAGE 7ESI PWf SS'URE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF IHE PIPE.
THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLF LEAKAGE SHALL Mill
EXCEED 9 gallin OF PIPE DIAMETER PER MILE OF PIPE IN 14hr.
DEFLECTION TEST OF PVC SEWER PIPE
V RT A' R
/ _ C L NG &f EC TiO— F 7- 1 " A
F R F NA A'' TA N A TIONS OF SEWED IPf t /N(f E S ND
—� --L _ -_. BE O E / L LC EP NCE OF SEWER L I E S L L SEC
R P - -- T' T N TN-'S�
LARGE SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEELEL'T /ON BY THE CON hAC O,E AND WI FS EU
Br THE CITY, MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5Z OF IHE ASTM DCSYGNAILI, A VCRACC INSIDE
DIAMf7LR AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING.
2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSf PIPES
AND RETEST THE SECTION
3! EQ pHtN'- TESTING SHALL BE 6O -NO -60 PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY A METAL OR
PLA uAIJGINC RING OF DIAMETER EQUAL TO 957 OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE
6111'r/ 'ACH GAGE
4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED IES75 IE3 7S
MUST BE WITNESSED BY CiTY PERSONNEL.
nu 5) USE OF MECHANICAL PULLIN6 DEVICES IS NOT PERMITTED. nr�:
CITY OF CARMEL STREAM CROSSING CITY OF CARMEL TESTING
STANDARD DETAILS PLAN VIEW 6) aMPLEFT o voSACCPTHEO SHALL NOT �cfBaACKRioRMHAS BEEN THE STANDARD DETAILS SPECIFICATIONS
ana • Nr iN PLACE FOR AT LEAST 30 DAYS. pee • „ N
i Januay 1995 Sede: Mot To 5<d• Dro.n By Fsgneera, hoe Draeng Nome. M Oale: January 1993 Seda: Nol To Scd< Drawn By Enyineere. nc Drorhg Name: C.3 0
SIZE
CITY OF CARMEL
TRENCH SCHEDULE
Otherwise Directed
6'
2 -6'
2'0'
4'
B'
2_6'
2' -1'
4'
95'
STANDARD DETAILS
18-36. For Other Flexible Pipes,
4'
Drs tone e, Or Less As Specified By Fire Department
Minimum Trench Width 'U' Shall Meet
ASSEMBLY
4'
15'
CITY OF CARMEL
TYPICAL MANHOLE
24'
18'
SECTIONAL PLAN
0'
5'
21'
Janes h H
Ororn By Engineers fl,c iDraeinq Noma: CWB
4'
6'
24'
Janes k Nervy
Omen By �ghetl9 Inc Oraehg Name. CSII
'
6'
27'
A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD.
N63'-
I'
3'
30'
4'
4'
6'
36'
6'
'
6'
42'
6-71
8'
48'
7' -4'
—�
9'
54'
8'-0'
9'
60'
8'-6'
9'
66'
9'-1'
9'
72'
9'-8'
10'
78'
I- 10' -3'
BY THE CITY . MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5G OF THE ASTM DESIGNATED AVERAGE INSIDE
10'
r
n Trench
Lonstructi o
1-0' Mnimum -
Undlsturbed GroundHatch Existing Pavement
Ha terial And Thickness
Existing Pavement, S
Cut Straight Edge
Approved Excavated Material In Unpaved
Arens Unless Otherwise Directed
No tee Under Existing Sewers, Va ter Lines,
Gas Lines, Telephone Cable And
Electrical Conduits, Backfill Vith
Specal Backfi(1 u der - Granular Beddinq Ha teriol To The
Pavement, Drives, VWks Centerline OF T'he Existing Utility
Or Where Ordered Tamped Lines,
In 6' Layers
Special Bockfill Shall Eor F/exiblP Pipe Vith Slid CY Profile Walls,
Conform To INDOT 211.026 Gronu /ar Bedding Material Shall Be Placed
And Hand Tamped In 6' Layers To A MlnPrum
° Of 1'-0' Above Pipe.
• • •
'A' Bed Pipe In Specified Granular
° • • • ' • : — Bedding Material Hond Tamped in
6' Layers To Pipe lenterhoe
Und'sturbed Cart c Bedding Materfol Shall Conform
"v' r or 'u' At i To INDDT 90302, Size No 8
—Orient H.H. Sections
To Place Steps Above
Channel Shelf Unless
CITY OF CARMEL
TRENCH SCHEDULE
Otherwise Directed
3 "Y'ra"ts Shall Be set At 500' Max. Horizontal
r Table Is For ASTM D -30341 Wall Thickness
n E FIRE HYDRANT
50'
Class SDR 35 For 6'-15' And ASTM
65'
CITY OF CARMEL
F -679 Val( Thickness Class T -I For
95'
STANDARD DETAILS
18-36. For Other Flexible Pipes,
_
Drs tone e, Or Less As Specified By Fire Department
Minimum Trench Width 'U' Shall Meet
ASSEMBLY
TI ill
Manufacturer's Requirements.
CITY OF CARMEL
TYPICAL MANHOLE
24'
STANDARD DETAILS
SECTIONAL PLAN
nn
3 o
., o
DateJanuory 1995 IScde: Nol To S<de
Diuen Byheyy" Draehq None: 058
Janes h H
Ororn By Engineers fl,c iDraeinq Noma: CWB
Mueller Centurion A -423, J, Equal
Painted 'Safety Yellow'
Wo ter Main
e
Tee - MJ
1' -0' Min
�— Bedding Material Conforming To
INDDT 903,02, Size No. 8
One 8'x8'xl6' Solid
Conc Block Or 6'Mfn.
Closs'B' Concrete
Base On Undisturbed
r Top Of Pipe As Required Ground.
v Note 'V' Is The Hoximum Vdth For Rigid Pipes to s.
'U' Is The Minimum Width For Flexible Pipes
in Accordance With ASTM D -232/ At High Point, Along Main Water Line Where
,cl,oted On Drawings, Anchoring Tee Shall
Be Srt At 45' Angle Upwards And Connected
t.' 45' Bend. Main Water Line Shall Be
TRENCH DETAIL :_owered To Provide Sufficient Cover As Specified,
FOR SEWER AND WATER MAINS NTS
2 An lolnts Shall Be Restrained Except In Run
Lt
Masonry
Service Connection Notes
Ground Line A. L'untr'oLtur Nh011 Nut Ba LAtill Servile
_ Connection Until The City Has Inspected
T And Taken Measurements, Elevations & Other
In Forma tion Required For Purpose OF Record
4.5' Min B. All Tee And Wye Branches In The Main Sewer
Line, Rotated More Than, 30' From Horiz.
Slope 2G Min. (174' /Ft.) Shall Be Encased In 6' Min. OF Class 'B'
Concrete.
C Tee Branches May Be Used In Lieu OF Wye
Branches For Connections To Main Sewers
18' And Larger.
6' House Connection
I
6' FlnuSe Cr ->nnac ti,u
Undisturbed Ground
45' Ben
1 . _
45' Max. - _ - -- --
4 {
a
6' Tee Or Wye
Y
\ , a As Specified
d�
Specified Bedding Material _ -Main Sewer As
Conforming To INDDT Shown On Plans
90302, Size No, 8
Encase In Class 'B' Conc. (6' Min)
PLAN
SECTION nom,
CITY OF CARMEL HOUSE CONNECTION
To Be used where Main Sewer STANDARD DETAILS TYPE 2
Is More Than 12' In Depth Dab: Jan 1995 saa.: Na Ta saae warn a ''°"" °` "°"ry Dra.;n Nams: 0516
uary Y Engheere.
-4' Grouting Pipe
I'Max. Clear Between Vent Pipe
( Spacers 8 Casing Pipe
I Steel fnco Bement Pipe, F- Masonry Plug
-1 _ . 7 TTTTT7
tF--
�a
�Qd
G
Class B Conc Cradle
70 First Pipe Joint
- onular Bedding
Coni'ormfng To INDITE
90302, Size No. 8
1 7
d Q
d
Class B Conc. Cra
Grout - To First Pipe Joint
Consult With Regulatory
Agency To Verify !F Grout Granular Bedding_
15 Required
ascad Stainless Steel Spacers Or Equal
' -0' Max. C/C Allow
'Max. Clearance Between Note;
pacers & Casng Pipe Weld All Encasement
Pipe Joints
tee! Casing Pipe
SEWER PIPE
{ onnr'< =tiorl Notes 1) Al L SL WI A' PIPE SHAL L BE PVC i'll'E MIN SLR 35
A, Cor,trat- t: -r Sholr Not Bockfilt Service rE AND JOINTING SYSTEMS SHALL CONFORM TO ASTM D -3034
Con le trap Until The City Flas Inspected 2) FOR PIPE 15- INCHES DiAME R AND SMALLER: PIPE FITTINGS
And liken Measurements, HOS ikons & Other EXCEPT THAT THE STANDARD GIMP iON RAT /O Of THE OUTSIDE DIAMETER OF THE PIPE TO WALL THICKNESS SHALL NOT
EXCEED 35.
InFnrmatie>n Required For Purpose Of' Record
3) FOR PIPE 18- INCHES DIAMETER AND LARGER PIPE_-, FITTINGS AND JOINTING SYSTEMS SHALL CONFORM TO ASTM F -679
B All Tie Au N. Wye Broaches In The Moin Sewer WITH A T -I VAL L TNICKNFSS
Line, Rotated More Than, 30' From Horiz.
Shaii Be I.- ncasea in 6' Min. LIF Class 'B' 4) JOINT SYSTEMS SHALL BE ELASTOMEW /C SEAL (GASKET) TYPE SEALS SHALL CONFORM TO ASTM F -477 REQUIREMENTS
nc
Coret Ground Line JOINT MATERIALS AND TESTING SHALL CONFORM TO ASTM D -3212 REQUIREMENTS
- t
7—
C. Tee Branrfses May Be Used In Lieu OF Wye %\ /i�%� \5� \\ � / \� /� a f 5) ALL SERVICE CONNECTIONS SHAL! BE ! I& .IfING A VYE AND A BEND. TEES SHALL BE USED ONLY AS DIRECTED
Bron -ros For Connections To Main Sewers v o ° BY THE CITY, TEES AND WYES SHALL BE DIE LAST L/R FACTORY FABRICATED, ALL SERVICE PiPE SHALL BE SDR 35
18' And i "arger.
6) CONNECTIONS TO EXISTING PIPING SHALL Bl MADE USING FLEXIBLE REPAIR COUPLINGS BY FFRNC17 OR EOUAL.
a aq O c C
0
a e o WATER MAINS
.
l o Q
o h b
U , ; Q, 4 ALL WATER MA /NS SHALL BE DUCTi' E CAST IRON PRESSURE PiPE
o U l +u 1) Q
-6' House Cr ,m c tion ti ti'`
T ' Plug At End OF PipP�\ rb r� `� 2) PIPE SHALL CONFORM TO ANSI A -2151 OR Ate 'VA C -151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350
_ \ C zz
( o e ° ° t 3) FITTINGS FOR DUCTILE CAST IRON PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI A 2110
c ro O O OR AWWA C -110 AND SHALL HAVE A THICKNESS CLASS OF 53.
�- - -ti' T 'e Or Wye Slope 27. Min. (174 IFt) "1� S
I {, As SpeuFied ;�QVj _ -�. 4) FITTINGS FOR 4 -INCH TO 12- /NCH MAY CONFORM TO ANSI A -21.3 OR AVWA C -153.
Main Sewer As
Shawn On Plans - t- ";JJJ",!!!rrr �� Wood Stake
5' Minimum
Contractor May Use 30'
PLAN Sped Fied Bedding Mate ! Short Radius Bend To Adjust
Conforming To INDDT For Grade !F Required
903 02, Size No 8
�o
Masonry
SECTi ON
i11�. nnF
CITY OF CARMEL HOUSE CONNECTION CITY OF CARMEL PIPE "s
To Be used where Main Sewe STANDARD DETAILS TYPE I STANDARD DETAILS SPECIFICATIONS s
!s Less Than 12' !n Depth Dote: January 1995 Base: No+ ra xae D. „wn a 'lonef • "•"'r aa.h Nam•: css Do+. ua.iary 1995 sane: Not Ta sca. sera By
y Engheera, Inc. 9 _
PRESSURE PIPE JOINT RESTRAINT TABLE
Length OF Pipe To Be Restrained
In Each Direction From ? OF Bend
Based On 150 PSI Test Pressure
CITY OF CARMEL
n TRENCH DETAIL aC
90', Fees
& Frogs
3 "Y'ra"ts Shall Be set At 500' Max. Horizontal
CITY OF CARMEL
n E FIRE HYDRANT
50'
58'
65'
CITY OF CARMEL
n E. BORING
95'
STANDARD DETAILS
TRENCH SCHEDULE
7'
Drs tone e, Or Less As Specified By Fire Department
STANDARD DETAILS
ASSEMBLY
15'
17'
STANDARD DETAILS
DETAIL
24'
Dale: Jarway 1995 j Scab- Nol io Scde
Jmw i Nevy
Omen By F�w•yra Droehg Nan• CY!
nn
3 o
., o
4'
Dat<: January 1995 Scda: Nol to Scd.
Janes h H
Ororn By Engineers fl,c iDraeinq Noma: CWB
7'
8'
Dot.: January 1995 Scab: Not To Scae
Janes k Nervy
Omen By �ghetl9 Inc Oraehg Name. CSII
SEWER PIPE
{ onnr'< =tiorl Notes 1) Al L SL WI A' PIPE SHAL L BE PVC i'll'E MIN SLR 35
A, Cor,trat- t: -r Sholr Not Bockfilt Service rE AND JOINTING SYSTEMS SHALL CONFORM TO ASTM D -3034
Con le trap Until The City Flas Inspected 2) FOR PIPE 15- INCHES DiAME R AND SMALLER: PIPE FITTINGS
And liken Measurements, HOS ikons & Other EXCEPT THAT THE STANDARD GIMP iON RAT /O Of THE OUTSIDE DIAMETER OF THE PIPE TO WALL THICKNESS SHALL NOT
EXCEED 35.
InFnrmatie>n Required For Purpose Of' Record
3) FOR PIPE 18- INCHES DIAMETER AND LARGER PIPE_-, FITTINGS AND JOINTING SYSTEMS SHALL CONFORM TO ASTM F -679
B All Tie Au N. Wye Broaches In The Moin Sewer WITH A T -I VAL L TNICKNFSS
Line, Rotated More Than, 30' From Horiz.
Shaii Be I.- ncasea in 6' Min. LIF Class 'B' 4) JOINT SYSTEMS SHALL BE ELASTOMEW /C SEAL (GASKET) TYPE SEALS SHALL CONFORM TO ASTM F -477 REQUIREMENTS
nc
Coret Ground Line JOINT MATERIALS AND TESTING SHALL CONFORM TO ASTM D -3212 REQUIREMENTS
- t
7—
C. Tee Branrfses May Be Used In Lieu OF Wye %\ /i�%� \5� \\ � / \� /� a f 5) ALL SERVICE CONNECTIONS SHAL! BE ! I& .IfING A VYE AND A BEND. TEES SHALL BE USED ONLY AS DIRECTED
Bron -ros For Connections To Main Sewers v o ° BY THE CITY, TEES AND WYES SHALL BE DIE LAST L/R FACTORY FABRICATED, ALL SERVICE PiPE SHALL BE SDR 35
18' And i "arger.
6) CONNECTIONS TO EXISTING PIPING SHALL Bl MADE USING FLEXIBLE REPAIR COUPLINGS BY FFRNC17 OR EOUAL.
a aq O c C
0
a e o WATER MAINS
.
l o Q
o h b
U , ; Q, 4 ALL WATER MA /NS SHALL BE DUCTi' E CAST IRON PRESSURE PiPE
o U l +u 1) Q
-6' House Cr ,m c tion ti ti'`
T ' Plug At End OF PipP�\ rb r� `� 2) PIPE SHALL CONFORM TO ANSI A -2151 OR Ate 'VA C -151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350
_ \ C zz
( o e ° ° t 3) FITTINGS FOR DUCTILE CAST IRON PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI A 2110
c ro O O OR AWWA C -110 AND SHALL HAVE A THICKNESS CLASS OF 53.
�- - -ti' T 'e Or Wye Slope 27. Min. (174 IFt) "1� S
I {, As SpeuFied ;�QVj _ -�. 4) FITTINGS FOR 4 -INCH TO 12- /NCH MAY CONFORM TO ANSI A -21.3 OR AVWA C -153.
Main Sewer As
Shawn On Plans - t- ";JJJ",!!!rrr �� Wood Stake
5' Minimum
Contractor May Use 30'
PLAN Sped Fied Bedding Mate ! Short Radius Bend To Adjust
Conforming To INDDT For Grade !F Required
903 02, Size No 8
�o
Masonry
SECTi ON
i11�. nnF
CITY OF CARMEL HOUSE CONNECTION CITY OF CARMEL PIPE "s
To Be used where Main Sewe STANDARD DETAILS TYPE I STANDARD DETAILS SPECIFICATIONS s
!s Less Than 12' !n Depth Dote: January 1995 Base: No+ ra xae D. „wn a 'lonef • "•"'r aa.h Nam•: css Do+. ua.iary 1995 sane: Not Ta sca. sera By
y Engheera, Inc. 9 _
PRESSURE PIPE JOINT RESTRAINT TABLE
Length OF Pipe To Be Restrained
In Each Direction From ? OF Bend
Based On 150 PSI Test Pressure
Degree
Of Bend
6' 8' 10' 12' 14' 16' 18' 20' 24' 30'
90', Fees
& Frogs
27'
35'
42'
50'
58'
65'
73'
80'
95'
115' 1
45'
7'
9'
ill
13'
15'
17'
19'
21'
24'
29'
22 -I/2'
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
it -1141
A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD.
2'
3'
3'
4'
4'
4'
5'
6'
7'
Restrained Joints Shoil Be Mechanical Joint With Retainer Gla.)ds,
US Pfpe TR Flex Joint System, US Pipe Field L17K Gasket System,
Or Equal,
NOTE THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LEN61r1S ARE REQUIRED
1I1CF
CITY OF CARMEL JOINT RESTRAINT
STANDARD DETAILS TABLE n,
Do+e: January +995 Scde: Not To Scae f>,aen By E gneae "Lacy Droehg None: CW10 u�
Exls ting V. ter
Tapping Ste, ve,
V
Bend
As Re
New Ppe Shall Be
Installed Under The
Ex's t6rg Va ter Main
Notes All Joints Shall Be
Restrained Except
In Run OF Tee,
PLAN
Water Man
I2'
tque -PIIPn t5
rls t/ng Va ter Mari
Va ter Main
.. Spec /Fled Cr°n.xar
Beda`rg Ma taro/ Hand Tamped In
6- Layers To Pipe Center,~
Beddng Material Shall Con#
To INDDT 549302. Size Ala, B
SECTION
CITY OF CARMEL nnE WATER MAIN
STANDARD DETAILS CONNECTION DETAIL
: Januar 199s Base: Na is satl. o.n ey J0n°' °i H°ro-o.<p Nom• c.5 ,
Ff,gneera, < I
't =IL:Z
NT77C S_
1. Manhole Steps Shalt Be
HA. Industries Model
Mir Frame A d cover - PS -1 Or Equal.
Neenah A' 164,, Or Equa 2, 1' Copper Tubing Shall Be Type A
For Wo te'r' tight Ins to Ila 05 Firmly Anchored To The Manhole
Neenah R- 1916 -F, Or Equa DI s trance Between NPT Female Ends Shalt Walls And Ceiling.
'WAIL R' fast In Laver Be As Needed for Pnr table Met,, And Within
3 Meter Yoke Shall Be Ford
Y.502 Assembly w /An le Valves
A[cs F,om Liu aside The Nanhole Y
E as es g
4' Steel Vent Pipe With Y
-F/ t Slab To
Bent Down Elbow & Bird a P 4, Angle Valves phi Be Ford
Screen On One Side KV43 -342V, Tephfon Coated
Only. Tap O£ Structure 5. 12' And Smaller VoterMains Shall
!' -0' Ml her Than Have Gate Valves La er Than
t— J
ss B Concrete Cradle
To First Pipe Joint Beyond
Bulkhead At Both Ends
t
w
G
F
h
Q
Wo,i�, R/ocks,Band T
Adlocen�t and
j —� 12' Shall Have Bulte,Cly Valves.
Long
r6
-
Each I ength Of Pipe,
Curb Stop Concrete Block
Brand And Model Approved By
10' -D' Max. C /C, Auuw
Carmel Uthtles.
Corpora tion Stop
I'M., Clear Between
ALL. WATER MAIN AND SEWER PIPING SHALL BE TESTED iN ACCORDANCE WITH INDIANA CODE AND IDFM
Installed Vfth A Min. Horz.
8(otks & Casing Pipe
RE GULA DUNS
Double Strap
AIR PRESSURE ACCEPTANCE TEST
4) 1 ?' And Larger Imes
1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEVER PIPE IN ACCORDANCE WITH ASTM F -1417
Length - Varies _
_ 1' t _
SPECIFICATIONS
--
2) THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIAL. S, LABOR, AND CONDUCT TH£ TEST UNDER
OBSERVATION OF CITY PERSONAL.
3) TEST., MCTHOD
TYPICAL. DEPTH OF
-,tee! Casing Fipe
A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD.
i
THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE
/.
376'8 8' PIPE i/ //
OF ANY GROUND WATER ABOVE THE PIP£,
/ (TELEPHONE. GA), IZLCTRIC,
/, /
SHOULD HAVE 4 1/2' j" //
/
THE 71ME REQUIRED FOR THE PRESSURE IN IHE TEST S£C'TION TO DROP 1,0 psig SHALL BE MEASURED USING A
,'//. , CA V N
BLE (S (O f L >
/ /i / / WATER MAIN
NOTE,
STOP WATCH. IF THE TIME EXCEEDS THE TiME DETERMINED FROM ASTM F -1417 THE SECTION FAILS
FORCE MAIN AND WATER MAiN PRESSURE AND LEAKAGE TESTS
1) CONTRACTOR SHALL fURNIS'H ALL EOUIPMENT, LABOR AND MAILRAILS NECESSARY FOR THE HYDROSTAIIC PRESSURE
AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONAL
2J 7f STS PRESSURE SHALL BE 100 PSI OR 1502 OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS 6REA7ER.
3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE.
THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS, ALLOWABLE LEAKAGE SHALL NOT
EXCEED 9 gal /in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr,
DEFLECTION TEST OF PVC SEWER PIPE
BORING
U VERTI AL RING DEL[L"ILAL RINGDEFL - CT)ON- BEFORE FINAL ACCEPTANCE 0/ SEWER LINES ALL SECTIONS OF SEWER PIPE 8- INCHES AND
CITY OF CARMEL
LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED
STANDARD DETAILS
DETAIL
BY THE CITY . MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5G OF THE ASTM DESIGNATED AVERAGE INSIDE
SANITARY" OR STORM SEVER
DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING.
r Janus 995 Scde: Not To Scde
y 1
y EE 9n<re� i� a 9
Drain B Drain Name: CW9
2) FAIL ORES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES
AND RETEST THE SECTION
3) EQUIPMENT- TESTING SHALL BE GO -NO -GO PULL THROUGH GAGES Of A TYPE APPROVED BY THE CITY, A METAL OR
PLASTIC GAUGING RING OF DIAMETER EQUAL TO 957 OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE
WITH EACH GAGE
Curb Box With Cove a 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS TESTS
MUST BE WITNESSED BY CITY PERSONNEL.
J
SJ USE OF MECHANICAL PULLING DEVICES JS NOT PERMITTED.
h u, NOTE 6) DEFLECTION 7ESTIN6 SHALL NOT BE PERFORMED UNTIL THE
COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN
O D /' Or Smaller SPr vice Line TN PI 41-F F17P AT l FART ?O nAYS
C
`6'opper Sery
--mice Saddle May Be Omitted For Services 1'
4, And Direct Taps Made To Ductile
Pipe, Class 52 Or Greater.
e-iFy With Owner For Pressure Class DIP)
lVeriFyJ
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IT.
CITY OF CARMEL WATER SERVICE
STANDARD DETAILS DETAIL
Date Jonuay 1995 Scde: No+ To Scd< llrarn By Engn,era I.-Y Drornq Name:
CITY OF CARMEL n TESTING
STANDARD DETAILS SPECIFICATIONS
c Januo 1995 Scae: Nol io Sctla Drawn B 'h"•' • "wry Droeh Name: CWIS
7 Y En9hera. Inc. 9
MH Frame And Cover
Neenah R -1642, Or E
For Votertlght qua
lnsta(!a ns
Neenah R- 1916 -f Or Equa Distance Between NPT Female Ends Shall
'WATER' Cast In Cover
Be As Needed for Portable Meter And Within
Easy Access From Outside The Manhole
Fla t Stab Top
NOTES
1. Manhole Steps Shall Be
M.A. Industries Model
PS -1 Or Equa(.
2, 1' Copper Tubing Shall Be Type K
Firmly Anchored To The Manhole
Walls And Ceiling.
3, Meter Yoke Shall Be Ford
Y502 Assembly w /Angle Valves
4, Angle Valves Shall Be Ford
KV43 -342V, Tephlon Coated
Top OF Struc lure 5. 12' And Smaller Watei-Mains Shall
I' -0' Higher Than' ' ' Have Gate Valves, Lager Than
Adjacent Ground • • 12' Shall Have Butterfly Valves.
SE WER PIPE
1) ALL SEWER PIPE SHALL BE PVC PIPE MIN SDR 35
2) FOR PIPE 15- INCHES DIAMETER AND SMALLER: PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM D -3034
EXCEPT THAT THE STANDARD DIMINSION RATIO OF THE OUTSIDE DIAMETER OF THE PIPE TO WALL THICKNESS SHALL NOT
EXCEED 35
3) FOR PIPE 18- INCHES DIAMETER AND LARGER PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM F -679
WITH A T -I WALL THICKNESS
4) JOINT SYSTEMS SHALL BE ELASTOMERIC SEAL (GASKET) TYPE. SEALS SHALL CONFORM TO ASTM F -477 REOUIREMENTS.
JOINT MATERIALS AND TESTING SHALL CONFORM TO ASTM D -3212 REQUIREMENTS.
5) ALL SERVICE CONNECTIONS SHALL BE MADE USING A WYE AND A BEND. TEES SHALL BE USED ONLY AS DIRECTED
BY THE CITY. TEES AND WYES SHALL BE DIE CAST OR FACTORY FABRICATED ALL SERVICE PIPE SHALL BE SDR 35,
6) CUNNLCIiLINS” IU fXISIING PiPiNG SHALL BL MALL !/SING FLEXiFLE KLPAIR CUUPLiNGS BY TERNCU UR EQUAL.
WATER MAINS
1) ALL WATER MAINS SHALL BE DUCTILE CAST IRON PRESSURE PIPE
2) PIPE SHALL CONFORM TO ANSi A -2151 OR AVWA C -151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350
3) f FITTN(,S FOR DUCTILE CAST IRON PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI A -21,10
OR AWWA C -110 AND SHALL HAVE A THICKNESS CLASS OF 53.
4) FITTINGS FOR 4 -INCH TO 12 -INCH MAY CONFORM TO ANSI A -21.3 OR AWWA C -153
nTEE:
CITY OF CARMEL PIPE
STANDARD DETAILS SPECIFICATIONS
Junee B Nenr
uo Dole: January 1995 Scde. Not io Scde Drain By Engneae, IncY Droeinq Nam<: CWI2
WATER MAIN SHALL NOT BE
LOCATED IN THE SAME TRENCH
AS SANITARY SEWERS
WATER MAIN LAYING PARALLEL TO SEWER
GRADE
10'_ MIN_ _
a
Shall Be DireCt Tap Unless
Approved By Carmel Utilities.
2) Corporation ,Ctop Shall Be
Curb Stop Concrete Block
Brand And Model Approved By
Carmel Uthtles.
Corpora tion Stop
3) Service Line Tap Shall Be
Muell er H- 15008, Or Equal
Installed Vfth A Min. Horz.
Water Main
Sepero tfon Of 24
Double Strap
Service Saddle*
4) 1 ?' And Larger Imes
Require A Swing Joint Attached
Length - Varies _
_ 1' t _
To Corpora tiara Stop
`6'opper Sery
--mice Saddle May Be Omitted For Services 1'
4, And Direct Taps Made To Ductile
Pipe, Class 52 Or Greater.
e-iFy With Owner For Pressure Class DIP)
lVeriFyJ
C
J
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T o
It
ice L ii e
IT.
CITY OF CARMEL WATER SERVICE
STANDARD DETAILS DETAIL
Date Jonuay 1995 Scde: No+ To Scd< llrarn By Engn,era I.-Y Drornq Name:
CITY OF CARMEL n TESTING
STANDARD DETAILS SPECIFICATIONS
c Januo 1995 Scae: Nol io Sctla Drawn B 'h"•' • "wry Droeh Name: CWIS
7 Y En9hera. Inc. 9
MH Frame And Cover
Neenah R -1642, Or E
For Votertlght qua
lnsta(!a ns
Neenah R- 1916 -f Or Equa Distance Between NPT Female Ends Shall
'WATER' Cast In Cover
Be As Needed for Portable Meter And Within
Easy Access From Outside The Manhole
Fla t Stab Top
NOTES
1. Manhole Steps Shall Be
M.A. Industries Model
PS -1 Or Equa(.
2, 1' Copper Tubing Shall Be Type K
Firmly Anchored To The Manhole
Walls And Ceiling.
3, Meter Yoke Shall Be Ford
Y502 Assembly w /Angle Valves
4, Angle Valves Shall Be Ford
KV43 -342V, Tephlon Coated
Top OF Struc lure 5. 12' And Smaller Watei-Mains Shall
I' -0' Higher Than' ' ' Have Gate Valves, Lager Than
Adjacent Ground • • 12' Shall Have Butterfly Valves.
SE WER PIPE
1) ALL SEWER PIPE SHALL BE PVC PIPE MIN SDR 35
2) FOR PIPE 15- INCHES DIAMETER AND SMALLER: PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM D -3034
EXCEPT THAT THE STANDARD DIMINSION RATIO OF THE OUTSIDE DIAMETER OF THE PIPE TO WALL THICKNESS SHALL NOT
EXCEED 35
3) FOR PIPE 18- INCHES DIAMETER AND LARGER PIPE, FITTINGS, AND JOINTING SYSTEMS SHALL CONFORM TO ASTM F -679
WITH A T -I WALL THICKNESS
4) JOINT SYSTEMS SHALL BE ELASTOMERIC SEAL (GASKET) TYPE. SEALS SHALL CONFORM TO ASTM F -477 REOUIREMENTS.
JOINT MATERIALS AND TESTING SHALL CONFORM TO ASTM D -3212 REQUIREMENTS.
5) ALL SERVICE CONNECTIONS SHALL BE MADE USING A WYE AND A BEND. TEES SHALL BE USED ONLY AS DIRECTED
BY THE CITY. TEES AND WYES SHALL BE DIE CAST OR FACTORY FABRICATED ALL SERVICE PIPE SHALL BE SDR 35,
6) CUNNLCIiLINS” IU fXISIING PiPiNG SHALL BL MALL !/SING FLEXiFLE KLPAIR CUUPLiNGS BY TERNCU UR EQUAL.
WATER MAINS
1) ALL WATER MAINS SHALL BE DUCTILE CAST IRON PRESSURE PIPE
2) PIPE SHALL CONFORM TO ANSi A -2151 OR AVWA C -151 AND AT A MINIMUM SHALL BE PRESSURE CLASS 350
3) f FITTN(,S FOR DUCTILE CAST IRON PRESSURE PIPE SHALL BE DUCTILE CAST IRON AND CONFORM TO ANSI A -21,10
OR AWWA C -110 AND SHALL HAVE A THICKNESS CLASS OF 53.
4) FITTINGS FOR 4 -INCH TO 12 -INCH MAY CONFORM TO ANSI A -21.3 OR AWWA C -153
nTEE:
CITY OF CARMEL PIPE
STANDARD DETAILS SPECIFICATIONS
Junee B Nenr
uo Dole: January 1995 Scde. Not io Scde Drain By Engneae, IncY Droeinq Nam<: CWI2
WATER MAIN SHALL NOT BE
LOCATED IN THE SAME TRENCH
AS SANITARY SEWERS
WATER MAIN LAYING PARALLEL TO SEWER
GRADE
10'_ MIN_ _
?'
/
i %iii //
TYPICAL. DEPTH OF
WATER MAIN
ANOTHER UTIL. 17 t4L ILIT)
/.
376'8 8' PIPE i/ //
/ (TELEPHONE. GA), IZLCTRIC,
/, /
SHOULD HAVE 4 1/2' j" //
/
,'//. , CA V N
BLE (S (O f L >
/ /i / / WATER MAIN
NOTE,
OF COVER
SEPERA ETON OF 3ft
WITH ANY 0711 ITY
10' 8 LARGER PIP£
'//
REQUIRED.
SHOULD HAVE 4' / ///
/�. //
OF COVER
SANITARY" OR STORM SEVER
UATM MAIN GR066Ml6 8OMR
10'
10'
BAC
EXC'.
MAT
O D.
VA
CARMEL WATER —SEWER SEPARAl10N
NOT TO SCALE 0
I JOINT
PIPE IU REST ON FIRM EARTH
CARMEL
TYPICAL WATER MAIN INSTALLATION
NOT 71) SCALE
4' -0' __.6' -0'_ --
CURB
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IIIL IL —
CURB RAMP -�
MAXIMUM SLOPE
IL
IL IL
� � V
CRU c% waL K
IL
4'-0'
CORNER SIDEWALK RAMPS
NOT TO SCALE
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DRAWN BY. C D D
CHECKED BY: ALD
PROJECT No.
0501 -005
SHE-L1 No,
10