HomeMy WebLinkAboutWater Street Cut Permits Intersection of TOWN OF SOUTH WINDSOR INSPECTION REPORT
Permit No. 4334 Con�ra''ctoz ..FOLSOM Ct3N,TRUCTION LLC
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Permit No. 4334 Town of South Windsor, CT
Date 11/17/2006 Street Excavation Permit
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Expiration Date 11/17/2007
Descrip INSTALL PRESSURE
Applicant
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Name FOLSOM CONSTRUCTION RSECTION'`%? F,.'KE li'Y RC1�D
Addr. a:1 Y
38 RYE STREET
SOUTH WINDSOR T ?C 0: 07.�•
Phone (860)528 8928 '.z;..
Applicant a rees;.t(5'^"fiz:r ` 's the Tom. 3af '' Wind*cje.:1h't"e<;amoiint of bond
required and to reirtbu se,,, 2ie;"' o ixC'i` ir f' ;<-a s e s
incurred b the Town`•:::f m ``' ''''' arid'%e�'r "`fir f ff--r .;:in`': i "'n "cti `n with this
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permit and that applazat` €Sataf: 3 . " >3 d'r' y" e rules and
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regulations for permit as;,oit. ' ne'ck<;: rl� : v 'f" "SquC}7 W':ind�nr l s Street
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Cut Permit Manual.
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* * PERMIT TO'`8 'SC3,P'I4>:P."'6�.�r �vTTk'»':FtiT"Al L STI.yyFyaS,
Issued b
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Date Completed ----- Inspected By �o- 1
APPLICATION FOR STREET EXCAVATION PERMIT 42
TOWN OF SOUTH WINDSOR
PUBLIC WORKS DEPARTMENT Permit No.
TOWN HALL
1540 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
FEE $25.00
Name of Firm "ro S'QM c
u` `T L LNo.—, ULi S Z
Address of Firm / Phone
C.,cc,' G s4 Sul�
Location of proposed work
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Describe fully nature of rmit requested
4 /
Starting date i
Call Before You Dig No. Approx. time for completion 6v e, s
Traffic Services Control No.
Show sketch of proposed work or famish
two copies of separate drawing This section to be filled out b
Indicate North
Town of South Kindsor
Pavement Cut
No.cuts
Est.Size of Perm.Patch(s)
Ke Est.Pvt.Thickness
in.
Est.Unit Price$
Amt.of Deposit$
Total Due$ by
PIUI ( )Cash( )Check# .
Permanent Patch
No. Cuts
Size of Patch(s)
' U
Final Billing
Amt.Due Payee
Amt.Due Town
_ I Applicant is resPonsible for C con tactin
the Police De t.and C.B.Y.U.
I AGREE TO FURNISH TO THE TOWN OF SOUTH WINDSOR THE AMOUNT OF BOND REQUIRED AND TO REIMBURSE
TOWN OF SOUTH WINDSOR FOR ANY EXPENSES INCURRED BY THE TOWN FOR MAINTENANCE OR REPAIR WORK IN
CONNECTION WITH THI THE
PERMITS AS O ND THAT I AM FAMILIAR WITH AND WILL ABIDE BY THE RULES AND REGULATIONS FOR
THE TO N OF SOUTH WINDSOR'S STREET CUT PERMIT MANUAL.
Signed .. �
Date: () �J
Title:_, G
Driver's License#:
PERMIT SHALL BE KEPT ON JOBSITE AT ALL TIMES
#128 I NORTH
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12"X 8" TAP — —— ——
SLEEVE do VALVE SNET —— — ——
a#2566
-- EXISITNG 12" CWC WATER MAIN
G G MJ GATE VALVE K E L L Y ROAD
G
_ _ - _ 8"X 8" MJ TEE 8" 1 4 900 BEN G
T EXISITNG
6" AHWA WATER MAIN
THRUST BLOCK
` 8" D.I.P. ' (m'•) RIGHT OF WAY
WATER -
8" D.I.P.
WA M
PRV/
` METER
/ VAULT
8" MJ ,
GA VALVE
1
Z 8" 1/4 (90') BEND
\ 8" MJ GATE VALVE
6"X 6" \
` TAP SLEEVE , 8"X 6" MJ TEE
\ do VALVE \. 8" MJ PLUG
\. W/BLOW-OFF #139
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Drawn By. LRS
Date: 10/27/06 eeeeeeWater AVERY HEIGHTS scale: 1"=20'
A ro ed b . � INTERCONNECTION Drawing Number
93 WEST MAIN STREET
A
CLINTON, CT 06413-1600 SOUTH WINDSOR, CONNECTICUT ANO-209
i aNa
www.ctwater.com BU Number —
Sheet 1 of 1
9—0» PIPING MATERIAL UST
2'_O» SYM QTY DESCRIPTION
1 2 6" FLANGED GATE VALVE MANUFACT. — MODEL
2 1 8" FLANGED PRESSURE REDUCING VALVE
3 1 8" FLO x FLG SPOOL PIECE 1'-10" LONG
M 4 1 8" DISMANTLING JOINT
7 10 11 10 12 1 1 a 1 e` rim METER W� Mtn
.-. 13 I I 15 � 7
6 2 so PIPE SADDLE SENSUS W2000
c 7 • 1 1 •� 7 8 2"xe LONG BRASS STRAP W/2" TAP
p 9ADEO NIPPLE
» 8 I I 8 2 2" THREADED GATE VALVE
8 71 2` NET TT) coPPER ADAPTER
16 L——— 7 77 —t LS�4000 10 1 METER FLANGE 2" MTR X 2" IPT F FORD N6.7F
Flow—_ (TYP. BOTH SIDES) 11 1 2" METER TER SENSUS TURBO ME W=180
0 12 1 LOK—PAK METER COUPLING
—~ 13 2 20 TYPE `L` FORD N& CF34-77
COPPER PIAA 11PE CUT AS REQb
14 1 8' FLGxPE SPOOL PIECE CUT AS REQ'D
.:
10" b sLEEYE�� A 1b 1 2• FLANGED P REDUCING VALVE
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`•� �••'��'--'� 18 2 1/4• GAUGE PORT CLA—VAL si0—Ot
' 2` SUMP LINE
14 6 1 5 4 CONDUIT
3 2 1 6 14
12•xi2" SUMP
PLAN S'"TCH
MOM
SCALE: 3/8"-1'-0' ON OUTLET D
II II
HATCH (BUM OR HALLADAY) WITH H-20 **:E. LOADING 2(r�A-
HEIGHT 70 13E DETERMINED AND & CAST INTO 4'-0x 4'-0" SQUARE EXTENSION PIECE
BY GRADE
FINISHED GRADE Tr2STC) C DRAIN FOR HATCH
v VAPOR PROW VAPOR PROOF
- _ - LIGHTFiXiURE LIGHT
N. GRADE FIXTM
• :► E_LECTRI AL SIN
PRECAST CON ��:.•.. �.CRETE VAULT �•.► .►.� — GLE LItvF nleNTS i
SUPPLIED BY CONTRACTOR 4: 2"4` KEYWAY
(1 IP BOTH SIDES)
CAST IN PLACE
6" (TYP.) LADDER� 12* RUNGS
lAL N,OTES
6'-4" W UP' 1. LOCATION OF UNDlMO ND CA�LL� ARE SHOWN FOR REFERENCE ONLY.CONTRACTOR
I 0 HOURS PRIOR TO COMMDMG WOW YOU DIG" AT 1—Ni00-922-44aB,
7'-0`1. 1 5 4 3 2 1 2 WATER MAIN 70 BE DEFLECTED UNDER ALL STORM DRAINS, UNLESS
I PIPE CLAMPS OTHERWISE NOTED. OR AS DIRECTED BY THE INSPECTOR. MINIMUM CLEARANCE OF 18" TO BE MAINTAINED BETWEEN STORM DRAIi VERTICAL
" Dip. t 2» (11rP. BOTH SIDES) THE CONTRACTOR IS RESPONSIBLE FOR PROPER COMPAC110H
FLOW—� AROUND AND UNDER
8" Dd P. EXISTIN TOPROPER�i1�DE.FACILITIES, WHICH MAY INCLUDE REMOVAL AND RESETTING
3. ALL VALVES AND FITTINGS SHALL BE INSTALLED WITH MEGA—LUG RETAINING '
8` THICK CONCRETE SLAB CAST w•• GLANDS. 1HRUST,BLOCKS SHALL BE INSTALLED IN IN—PLACE IN BOTTOM OF PIT PIPE SUPPORTS 1'-10" 12"X 12" SUMP AND TEE CONNECTIONS,
ADDITION AT ALL BEMs
AS REQ`D !�' w/ZOELLER SUMP PUMP
ON/OFF BY FLOAT.SWITCH 4 ALL.WATER MAIN SHALL BE INSTALLED TO A DEPTH OF 4 FEET OF COVER
BASED ON THE ROADWAY GRADE EXCEPT WHERE NOTED.
:� 4• .i:: is �:�: t a. LOCATIONS OF WATER SERVICES ARE SHOWN AS APPROXIMATE ONLY.
►: :. ACTUAL LOCATIONS TO BE VERIFIED IN FIELD
. RevisioQ
----1Y of CRUSHM °• Descri tionSTOW D7Drowing
•• Drawn 8y. LRS roved B
Date: 3/10/05 /� f- f/�/ NOTED
SECTION
cALEA. 3 A r—w roved b . CU/I/IG'C��G'Q�IId� STANDARD
�... Number
93 WEST MAIN STREET61' PRV PIT �8
CUNTt)N. CT 08413—tt3l)0www.etwater.comumber -
Sheet 1 of 1