HomeMy WebLinkAboutC702 Water Details & Specifications1
I
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
�egree
Send
10 4 j 18"
9_ °,Tees
Plugs
N
SHEET NO.:
C702
9,C° BEND
a
75'
20"
PRESS_, 'OPE TT =S__ FABLE
pi.- e-: Be F; 'Tod
lr Es `ire From Of 88808
E7: 78 5/ Test s-cs sLi re
�egree
Send
10 4 j 18"
9_ °,Tees
Plugs
DRAWING FILES:
N:\1238\9004\DWGS\C702.DWG
SHEET NO.:
C702
9,C° BEND
a
75'
20"
16
25
45°
7
4
20"
OR
16"
12
79
12
16
1/2`
3
12
5
9'
5
114
2
8"
5
10"
4
4
4
2
1
I DATE:
7/02/04
PROJECT NO.:
1238.9004
DRAWN BY:
BET
CHECKED BY:
I SHEET TITLE:
WATER DETAILS
AND SPECIFICATIONS
DRAWING FILES:
N:\1238\9004\DWGS\C702.DWG
SHEET NO.:
C702
BLOCKING FOR PLUGS BENDS
BLOCKING FOR TEES WYES
PIPE
SIZE
OUTSIDE FACE AREA SQ. FT.)
SIZE OF
RUN
SIZE OF
BRANCH
OUTSIDE FACE
AREA (SQ. FT.)
PL. IC
9,C° BEND
4 5' BEND
a-? 1/2°
1 1/4'
20"
16
25
14
7
4
20"
OR
16"
16"
12
16"
12
16
9
5
3
12
10
5
12"
7
9
5
3
2
8"
5
10"
4
7
4
2
1
12"
OR
LESS
12"
8"
3
5
3
2
1
10"
6
6"
2
3
2
1
1
8"
4
6
2
4"
2
3
2
1
1
4"
7
II
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0000075
L 75
STATE C= 4,
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11 t11rll0111111111111VA VAA
E te4,404, a...L.
DATE: 7/02/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCIETSIVE
INTELLECTUAL PROPERTY THE SCHNE,DJR 56
CORPORATION, AND ARE NOT To BE USED OR
REFRO0'0CED, IN WHOLE OR IN PART, W TFIr;UT
THE WRITTEN CONSENT OF THE SCHNLID_ 2
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. ,)2004
II
S chneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317,569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
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L
Iron Pine: 1 ir pi t A' W 1 Specification t' ''6 with s
e .u�t iron pipe shall meet �,�hlJl rp�c�flr.a�lon w;_h p��non joint s
meeting ,',W,W ,A, ecification Wall thickness shall be determireed from Tacle 6.
in ",A 106. r2uctile ion pipe shell meet ,ATA A C--150 and C 0: Specifications. Ripe
eT li Fie s per /MAMA 104.
e, 1 I,:
ate Valves
alye boxes
.a e this tr `IU es a a w er d's r bU Ior lines, valves,
ohs, e t exec ec s 'e 1 e
,rock ,o rca� r rTllll n r4 CCrilpl r
l
1e ,,wi f en de >t'a;e vice Tres s'a b tightly
ntr-d or czobed at the term! ra, 2n.rf.s needle ne. .r'd 10 of such lines
y Hbir s cs sbecine ir1i the N .jfl bd cat ens anc archi1ecturig
op per ti Sholi Pe seamless, copper tuning comp'ying 'w' sderal
th ,l /99 :Lncts shall all 5 wrought copper 'vr compression fltttin0s or _721
fts: Sec comply iy w ith ,W Spec fie's f 502 and shad meet local
7s °er r r., r particularly a n Inoeters and thready direotter
opening arc o r fns ,rS of L:e..raf rig and cap ruts. Fie Hydrants shall nave one
Bppef and two irose 707005. A valve opening not than 5 inches and a 6 inch :1 :01)
eorinec cr. The iceUd) cf the hydrant barrel shaf be determined by the specified
Hi' of cove over to ore.
A' 7clves end .tops s 2a1 Lave ends suited or adapters 727 be provided for
per Hstollation r the lines In which they are located. _eves shall meet 27016
the absence of such steno., dc fee to lo'wina "E.,. Irnr"Oerts:
cost iror p tie soot bo ran av, Mounted, aisc gate valves
,r'sh rc to "'Wvvr A Soec icotich eC in the same direction
ln cd "ivaterwenks system. u •ve stems shall terminate in flab
u o n; sr two o e ys.
racir
`Y1e. 10re's or in the cbsen e r s_ ch, she w the
rr a ps boxes snc. l he app .-ed standard cast con extension
00x Q a H diameter of %2 inches an c nay Ir g lid held
Or bronze bog. Iht i ast r s shall be coated' v'. h two coats of coal—tar
S h r urn isri 1WC O 7 5 for bolt in Ids.
WATER MAINS
h ))7200r7 b'ra,,. bony, round way, q! U a Ke ✓p7
ke
s s c 1 star dcha u talc f ,ie r OSI iron,
r infoirt shaft a g meter of 5 in cn e,.
be ,r .:C ua7.: e d Cr er Corporation with AWWA
.11Cr tr ce compressor Type fittro, outlet, or equal.
awe- alv55 shall be those ron Ctured by Muller Corporation
a, or equal.
s:
Angle \/7721. o1, the end of water service stub are to be cooper
__.::ICr 'rr;e 1 ttln 0 so, c id a c to 6e crc..te. deg pcst c boa over the valve.
cps: 4 ups r I es sleeper than 4 inches sec pe only by tapped tee or tapping
Saddle. Water service lines should be marked on curbs with a stamped 64 pc7ed
while curbs.
Permits 11:1 1 Codes: The in tter t of this seoPon is the specifications if that toe contractor s
bid on the work covered herein shall be based upon the drawings and specif patrons but
that the work shall comply with all applicable codes and regulations. Contractor shall
furnish full necessary bonds to get permits for cuts and connec -fors.
B. Txis:inq mprovemnents: in operating condition c calve utilities and sewers
and other pipe sys :em that may be encountered.
Trencreng: Ley all pipe in open trenches, except when local authority gives written
erg si r f in
tunneling. Provide e SSD arcte trench for the water line at least 10
feet norizontolity from cr sacifcry sewe0 n ocations where separate trercnes for sewer
and water lines are impracticable, lay :he water pipe or a soli shelf c't east 18 inches
above the top of Inc sewer.
D. Width of Trench: excavate trenches minimum of pipe diameter pHs 12
ace bfacied Snee, and b cce trenches as necessary to protect work-nen and
:e'i! sfr;,.ct.urer ,!,I trenching sna'I cornsly with the Occupational Safety and
H e a l t h ministration do S cndares.
°,11 -eT HemovCS OeC'p tenches free from water while construction therein is in
progress. Under circumstances lay pipe or appurtenances in standing r"iater.
Conduct the discharge from trench dewatering to drains or natural rcinage cnannels.
Grading 're'afh Bottoms the bottom quadrant of the pipe shall be `ally crd
uifrr v supported. Tre fu'�.I load shall rest on the barrel of the pipe. The trench
may be excavated to c depth ol 4 inches or more below Beal race with sand, crushed
store e r ackflll to bdlnq it back to pipe civifed grade. Far a depth c at least
chcs above the ,;f of tee oipe book fill 'wit l eortc r era nls cr materlun free from
cr s stones, roots of frozen clogs. Tamp this occKtll' tf me ag'lly taking cc''e not to
disturb the pipe. dackfill under walks, parking areas, driveways and streets with
granular material only and tamp thoroughly, by approved methods. Trenches parallel
to and ,2!,2'n 10 feet of paved roadways shall be constructed the same.
Before JoHts arc covered, fll the oiping with wafer, Sperling h or at
ast .;:w h'Ours at a pressure of 100 pouhds per 5777 inG'. Inspect to feints for
leaxu (de remedy eel ecks. Jpor c'rn..'etior of the water d strl:,c ',ion mains, Bush
Out unti the voter nyos clear. As soon as the em cos veep flushed ou
s pe srsr lized it 'accordance with :he regJ remerts of s Carmel.
a �'orizontai Cistorce c °0 cornet be ma to inch. oef1','oe- he water e cnc
and 0 sanitary sever 'line, one of the following shall be none.
1voter brie laic in separate trench and 18" 'above newer.
',Water He laid in same trench on a bench of undisturbed earth a C
sewer df least )8" below bottom of water line.
Where dater Tines and sewers cross and the water line cannot be p u__u
above the sewer with a minimum of 18" vertical Clearance, the sewer —vs: oe
constructed of water works grade cost iron pipe with mechanical joints iteir
eet Of the water line.
es: t seen be the resod siud,y each coat odor to verify of exist ;ties
and conddlors 72177:2 57 to his shcse cf the wore:. It shall also be the e _errors
resdonsibilit y to co oc: .1e owners of :ne 2crious utilities before work is e The
contractor shall 2 in writing the owners or the engineer of dry Cf:arces err D or
omissions found on these plans on in the field before work is started o' fesymeed.
c.tw Water cir Constructior: Contractor to record dimension of each and
naives 'rem nearest fire '/drorr measured more water ream.. The locatic''s ✓crants
and water valves, along with any other construction changes ore to be n :Bated 'on
the original construction drawings and "Record Drawing" prints su
Engineer's Of fICe GS soon after completion of construction cs ocssib "e.
All pipe shall he a ed with era Tape by Reef ndust 'e
D.C. BOX 53248, Houston, fexas /7083 or equa.. tore
shall be "Detectable" type imprinted with "Caution Buried
Water Line Below
ao:e velves sncll be iron briy, bronze mounted, doluo!e
11s paid) I seat t Yo e 'gate vat yes, conforming AWWA,
Statue c Seecifications 0500. They shall open in u connte
o.Ckwise direction. Va yes placed in a valve box stea•
terminate in 2 inch square operating not and hove non
sterns. One valve wrench shall be supplied to the Owner for
this p iect. Cate valves shall be as made by Kennedy v'c
t,1anofo.t.;r r Co., lee., lmira, New Mork, ,iueller sr equeen.
i0 boxes es she l be a three—piece cost Ror type base,
center section, ed 7 5 C fig type adjustable extension
together with a "stay- -put" cover marked "WATER The pcse
shall be of the size recorerrende.d by the manufacturer To' be
..Ile a v. 4 '.h tenich it is tG he used. Well thickness of the
base a ec s inc. sections sec r ot be less thy. ,r, Inn
uh7 each r,.0 Lox snot neve a mi rim.;m shaft 'Sc r e er
-1 i4 HChruc.
BACKFILL WITH
EXCAVATED
MATERIAL
3/4%18"
ANCHOR BOLTS
(4 REQ'D)
FITTING TO SUIT
MECHANICAL JOINT
1
PLAN
5" DIAM. WASHER, 1" THICK
ANCHOR BLOCK TO BE OF
CLASS "9" CONCRETE
MINIMUM
0.D. 1'—
TYPICAL WATER MAIN
INSTALLATION
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/2'
11 1/4' BENDS.
STRAP IRON ANCHORS
2" WIDE x 1/2" THICK
DOWNWARD BEND
USE TAPPING SLEEVE VALVE
FOR CONNECTIONS UNDER PRESSURE
DIG OUT EACH JOINT. PIPE
TO REST ON FIRM EARTH
1
EXISTING MAIN
CONNECTION TO EXISTING MAIN
0-
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90'
45' BENDS.
PLAN
_I I I1 I I -111 -1
OUTSIDE FACE AREA AS NOTED
IN TABLE.
SECTION "C —C"
,S C r ,'P r- 1
BRANCH PIPE
NOTE:
ALL CONCRETE BLOCKING TO CONSIST OF CLASS "B CONCRETE POURED AGAINST FIRM GROUND.
DETAIL CONCRETE BLOC
PLAN
2
;II -111 1 11, 11
TYPICAL UTILITY CROSSING
SET TOP FLUSH WITH FINISHED GRADE
SECTION "D —D"
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
WYE5.
FOR PLUGS.
SANITARY
SEWER
GAS MAIN'
2 /i
0
WATER MAIN
0
0
z
\0
ADJUSTABLE VALVE BOX
GATE VALVE AND BOX
,f ill
%'-'T'i /T
-'"1 e_. _'ot'?is o !Alec
Flex r 3 LC/R
DES/02 VO/AVEER
o e 122_,
Dote: Morph 2001
N0 E ABOVE HEOTRAINEL T LTNG 0 044" ti!
IF LC:
CITY OF CARMEL
STANDARD DETAILS
Scale: Not To Scale
TITLE:
Drawn By:
Jones Henry
Engineers. Inc.
T
JOINT RESTRAINT
TABLE
Crawina Name: CW10
Notes:
f ./1:'r e Water Main
/arias
f
Required
0
Volvo
v arie s
PLAN
•vote. 7/1 oo,nrs Shall Be
Restrained Except
In Run Of Tee.
1'. gc.,,g arges ;hail be used for all mechanical jo'r
2) Hell csd pieces cif slbe 4 ft sled smaller stiall be considered
cad soal' act. se lestallec ;a o system.
.New Pipe Sha.`? Be
;nstoiled Under The
Existing Water Main
New 1/1/oter main
Tee
12" Min.
VVVV V
VVVV
VVVV
V V V
V `7 V
VVVV
V V V
V n V
vVV
V V V V
VVVVVV
J
CITY OF CARMEL
STANDARD DETAILS
Date: March 2001
Scale: Not To Scale
f e See Trench Beta
For Backf•ll Requirements
SECTION
TITLE:
Bed Pipe In Specified Granular
Bedding Mater Hand Tamped /n
6" Layers To Pipe Centerline
Bedding Material Shall Conform
To 1NDOT 903.02, Size Ole. 8
WATER MAIN
CONNECTION DETAIL
Drawn By:
Jones Henry
Engineers, Inc.
Existing Water ,Main
Water Main
Drawing Name: CW5
'v1
Double Strap
i Service .Saddle
Oe'r:"ce Saddle "lest Be Omitted For Services 1"
f o W aller And 2rect Taps 'u To Due' //e
inon r pe, Class _50 Or Greater.
verity V4 Owner For Pressure Cass O/l'.
Corporation Stop
Mueller H-15008,
Wetter Main
47
Or Equal
CITY OF CARMEL
STANDARD DETAILS
Date: March 2001 Scale: Not To Scale
No0c
1) 1" Or Smaller Service Line
Shalt Be Direct Tap Unless
Approved By Carmel Utilities.
2) Corporation Stop Shall Be
Brand And Model Approved By
Carmel Utilities.
J) Service Line Tap Shall Be
Installed With A Min. Horz.
Seperation Of 24
4) 2 inch tops and smaller
shall not be installed
within 18 inches of mechanical
joints and bells.
TITLE:
Drawn By:
Jones Henry
Engineers, Inc.
WATER SERVICE
DETAIL
Drawing Name: CW4
Notes
✓to
i i Ji
v
1
J'-
a
is
a:
ID
0
.4
✓alpl BOX
riv
'-1V`ter
A` 3/, Flo,' `s Along Mg.97 Water `ine Where
indicated Cr Drawings, Anchoring Tee Shall
Be Set At 45° Angle St And Connected
To 6" 4 5 Ole- d. Ma•; :Doter ine Shah Be
Lowered To Provide Sufficient Cover As Specified.
At/ Joints Shall Be Beetro'0ed b,Cf: t a Bus
0/ Tee.
lyd ran ts Shad Be Set At 500' Max. Horizontal
%stance, __ass As 3 By 're Department
Val ✓es 6 include Posi —Cue or equivalent
Hydrant Assam
Fes trained
Length And Fittings
As Required
CITY OF CARMEL
STANDARD DETAILS
Date: MOrCh 07 Scale:
Mueller Centurion A -423, Or Equal
Painted 'Safety Yellow"
7' -0" Min.
Bedding Material Conforming To
IhVD0 t 90,302, Size No. 8
One 8 eB "x16 Solid
Conc. Block Or 6 M%
Class'B" Concrete
Base On Undisturbed
ground.
5. Hydrant ✓cives must be restrained to the tee
with either cll thread, or an anchorirfa tee.
TITLE:
Drawn By:
Not To Scale Jones Henry
Engineers, Imo.
FIRE HYDRANT
ASSEMBLY
Drawing Name:
CW8
COVER AS SPECIFIED
Properly line
Proper ty The