HomeMy WebLinkAboutStreet Cut Permit 79809999 1000044 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER
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UT PERMIT
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DATE: 04/05/10 wll���� ,nyk '���+' l ��lvv� `v\\
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GIS ID: 79809999 or" ��
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\�) «sl Mh' FEE: 25.00
MUMS APPLICATION# 201000321 wPls"v"�vl�v,dll� l��g� �AV���h,���\VRATION DATE: 04/05/11
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APPLICANT „\\� \ \t\ll " LOCATION
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NAME: EUSTIS CABLE ENT T �� \�����;\�ul\"
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ADDRESS: P.O.BOX 500 ;A
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BROOKFIELD VT 0 0*60% �� lv`���v o��� ���@vVvvelp° ��� \Hti,A\ ,v �\
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PHONE 800-550-3565 v6v0vly` '�lvvv��v� °vV �� R,CT 060742734
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WORK DESCRIPTION: INST ' �,Aer CO C'' 'l�'"`B""' Null ; �� �\ �IV �A q T&T.
INTER C u�` � �L
APPLICANT AGREES TO FURNISH THE TO O "Sf \\
REQUIRED UIRED AND TO REIMBURSE
THE TOWN OF SOUTH WINDSOR FOR ANY E BY' I `" \F MAINTENANCE OR REPAIR WORK IN
CONNECTION WITH THIS PERMIT AND THE t 'S k"�" , „��`°` I v v I�� �a e� v� v, e Nae LL ABIDE BY THE RULES AND REGULATIONS
FOR PERMITS AS OUTLINED IN WN OF SO� S` l
tiCU RMIT MANUAL.
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ISSUED B DATE INSPECTED INSPECTED BY
4/5/201010:19AM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES***
TOWN OF SOUTH WINDSOR INSPECTION REPORT
PERMIT NO.: 0()00 / CONTRACTOR: l)
LOCATION: ( 1 ( (
TYPE OF WORK:--) (oAs-2.
DATE INSP NEEDED: DATE INSP:
INSPECTED BY:
WORK IN
PROGRESS: C'�3� �al 17;�s,4/t/ea/ C-4
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SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES ❑ NO
AS-BUILT:
INPUT: i DATE: 6-0-10
W12007 Town of South Windsor INPSECTION REPORT 07
gof0()03;�1 APPLICATION FOR STREET EXCAVATION PERMIT I a oq-
AW[cc�i%syi No: TOWN OF SOUTH WINDSOR --e Permit m
PUBLIC WORKS DEPARTMENT it No.
TOWN MALL
1540 SULLIVAN AVENUE
SOUTH WtNDSOR,CT 060T4
FEE $25,00
Name of Firm f7-7S
Phone No. G 0 3 -7 Z 7-
Address of Firm�,�ir�.c/ �� .,.. 1//3y
Location of proposedk �/ sc a� oP SANo
k /QsY/> ELZJIIGTDN /C
Describe fully nature of permit reques#
Starting date
Cali Before You Dig No. 2-o i o 04 n o Approx.time for completion 0 z—
--,— Traffic Services Control No.
Show sketch of proposed work orfumish
two copies of separate drawling Indicate NoahFcuts
e>n to ire t l�gd. next by
of South_ 1Mndsor
ut
Est.Size of Perm.Patch(s)
`t Est.Pvt.Thickness
in.
Est.Unit Price$
An*k of Deposit
Total Due$ by
r, Cash( )Check#
Permanent Patch
No. Cuts
Size of Pakh(s)
Finai Billing
Amt.Due Payee
Am#.Due Tom
Applicant is re _ By
sponsible forcontao tg
the Pc6ce Dept.and C.e:Y.D. Date
I AGREE TO FURNISH To THE TOWN OF SOUTH WINDSOR THE AMOUNT OF BOND REQUIRED AND TO tt,ABURSE THE
TOWN OF SOUTH WINDSOR FOR ANY EXPENSES INCURRED BY THE TOWN FOR MAINTENANCE OR RE RSE IN
RPIMB
CONNECTION WITH THIS PERMIT AND THAT I AM FAMILIAR WITH AND WILL ABIDE BY THE RULES AND REGULA71ONS FOR
PERMITS AS OUTLINED IN T E TOWN OF SOUTH WINDSOR'S STREET CUT PERMIT MANUAL.
Signed:
Date:
Title. O Ca y S�i !Cl
Diver's License#:
PERMIT SHALL BE KEPT ON JOBSITE AT ALL TIMES
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203-234-5661 TRLt IMT[ TD1G RA ® K _ �m !M.mxoum ro FaUFInoS N xacx p 6690¢29
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CONDUIT GENERA, NOTES• Y, • FILE, •B8=oa9= WS
1.ALL MEASUREMENTS ARE APPROXIM4TE. CONDOR INSPECTOR TO VERIFY IR ALL WORK IS TO CONFORM WITH MPUCMLE PPOVISION6 OF THE NATIONPL' REAM FOR CABLE DATE a as 0 (ERA .. COLT CODE KW9OFl2S
MO RECORD MEASUREMENTS REQUIRED FOR RECORDS. ELECCWCN.SAFED'CODE PUC DOCKET BO50 PUC DOCKET 8000,PUC DOCKET CD]lDUFS 014VdA.U.A'OTfB(RaNiFWUDD)
W30D DSHA AND MY AND ALL OTHER F®ERAI.STATE OR MUNICIPAL FlNAL RESTORATION DATE `♦ 0 (FIRM) ACLTS 4C&B267C
2.THE LOCATIONS OF UNDERGROUND STRUCTURES SHOWN HEREN ARE CODES OR LAW$THAT MAY MPI.Y. IN AOORION,PLL WORK WITHIN THE UMIIS GONOUR START DATE oVT(7 IU 18. AT&T CONTRACTOR TO INSTAL.W.2 GROUND WIRE FROM TEL.CABLE ➢SA, 3102
ACCORDING'ro THE BEST VAIL4BLE INFORIMTION. THEY ARE NOT OF FEOER`L AND STATE HIGHWAY SHALL CONFORM TO CONNEC11CUi BUREAU OF ENTRY PONT ON TYPE 24B CMRNEi PpU TO PROPOSED
GUARANTEED TO BE CORR6Ci OR COMPLETE. HIGHWAYS PERMRIEE MANUAI.AND ALL PROM910N5 OF THE PERMR($)ISSUED CONDOR COMPI£RON WTE 'J as P LOCATION 0pp POWER GAOWET GROUND PoWip BE PIpCEO M CONTRACTOR'S GEO-CODE 45Nl
M THE C9NNECOOIIT BUREAU OF HIOHWgYS. OIECiRICMN]AS
IN BELL SYSTEM PRACTICE N0.631-800•.24U.
3.DO NOT OEVIAT INGINEFROM THESE OUP,PLAN WITHOUT FIRST CONTACHNG THE ASSOCIATED CABLE PRDIE A' ID ALL DISNRSED AREAS OUTSIDE THE AT&T WORK AREA WLLL BE RC-C VFK.TX500-CONSi
MFA CONUUfC ENGINEERING GROUP, 14.ALL CONDUIT MO MANHOLES SHALL BE IN51'ALLED IN ACCORDANCE Wlhl THE RESTORED ro R$ORIOIN4L COMMON,OH R6rtFa RC-C Va(R1XA00-ENO
4.OONTRACTOR TO ARRANGE TO HAVE ALL UTILITIES VERIFY.THEIR FOLLOWING SPECIFICATIONS(BELL SYSTEM PRACTICES)UNLESS OTHERWISE CABLE DELIVERY DATE N
POSMONS IN THE FIELD BEFORE STARTING EXCAVATIONS. UT IT NDTEDI 20. CDNTRggiqP MDSi CDNTACT`Cµ1 BEFOINL YOU OIG'(6R➢}-R22-4A56 CRS
9ERMCES TO PROPERTIES ARE NOT SHOWN ON THESE PRINTS. =NO Al VENTRATION OF MANHOLES 820-140-501SN SERNCE DATE A MINIMUM OF]2 HWRS PRWR TO ANY CONiiflUC110N. 'T➢
CONCRETE AND ARMHOLE CONSTRUCTION 622-020-020 21. CONDUIT:CONSTRUCTION SUPIOiM50R TO NODFY'TERM SHEA 5.CONNECTGIR BUREAU OF HIGHWAY$PERMIT APPLIED FOR BY MEA CONDOR&ARMHOLE-PRECAUTWNS Bz2-f00-DiG
1 TV OUT ENGINEERING GROUP ON N/A,TNDUR INSPECTOR MAN CONDOR-6 EEL PIpE BZ2 316-200 APPROx Msic nUAwnt Ps g5 RICT EryO NEER AT 6e0-]25-12>6,WHEN PAC
I6 COMP EKU.
TO NOTIFY BUREAU OF HIGHWAYS 48 Hp R$PRIOR TO START OF MAW CONDOR-TYPE 1 FIBER CONDUIT 822-325-200 THE DF.WILL,H[N NOTIFY CABLE CONBMUCTION TO PULL THE CABLES
CONSTRVOTION. REFER TO PERMIT/NPA MAIN CONDOR-ARTS I1 FIBER CONDOR 622-325-201 TRENCH FEED 35' DUCT FEET: 55' IVIO SEC THE CABINET. WHEN TITAT I$CONPIETE IN
O.E.UWtL
p F.4R,M+E B NODFY CONDOR CONSTRUCDON 6UPERMSDR CO HIRE EECIWCMN TO
MAIN GONDUR-B PLASTIC 822-340-200 ENERGIZE THE GASINET,
6.CONTRACTOR TO OBTAIN MUNICPAL EXCAVATION PERMITS WHERE MAIN CONDOR-C PIASRC 822-340-201 D. f'P,TOPE C 35'
APPLICABLE MANHOLE-IDEMIFlCATIUN 622-500-020 D.F.4 /4"TETRA-DUCT 22. ELECTRIC CO.NEW SERVICE WAS APPUEO FOR ON-ONE ev CONDUIT ENOWEER MANHOLE-EgU1PPIN0 622-520-IM D.F.4'FlBERGTASS ON 1/28/2010.ANY INf1IN.UV6TAUARON BY TIf6 POWER COMPANY
].PRoiECf ALL ITTWN SCATS•R TO COERAI.MONUM[NIS AND BCNCH B FlSHING KR 840-325-10/ UNR f"PIlSTIC BEND D0. a BIL TD WN.T MODEEN AT&T CONDOR O��OUP 144f OLD COLONY RO
MARKS. CONDOR INSPECTOR i0 CONFACT RESPECTIVE TNG WORK.
9 FISHI DUCTS-CONDMONS REQUIRING SEALS 649-220-20D UNIT TETRA-WCT REND 00 LLLi N,GC 00460.PEF'EIiCNCE ACCOUM/1448354
DEPARTMENTS FOR TYPES MO LOGTIONS BEFORE STARTING WORK. 18 FEET'C.E.V.DESCRIPTION $22-506-050
16 FEET FEY:INSTAWRON 622-506-2. 1.25'SCHEDULE 4q S1EE1, 5—.--------
B.PPOTEM ALL PLANTS AND TREES AND THEIR ROOT SYSTEMS FRAM 16 FEET'C.L.V.-OpERATWN&MAINTENANCE 822-500-228 S90 BEND 1,26"SCL 2 23. [OiE POIE$2]BS i0 BE REPLACED WITH A NEW POLE
MECHANICAL AND ENMRONMEMAL DAMAGE OUNNC EXCAMATKIN. SACK- mmNNt1� S"SCHEDULE 40 STEEL 70' AT,THE REQUEST OF GLSP REP DON SCHAEFER
FILL ROOT AREAS WITH SOIL'HAMNG TEXTURE AND FERTILITY TO I5.IN AREAS WHERE EXCAVATION IS IN ROCK IEODE PROMOS 8 INCH MINIMUM REND E 40 SR
SUSTNN PLANT LIFE. CONTRACTOR'ro REM04E ALL W.
OF DEN SELECT FlLL CUSHION MOUND CONDOR M0 12 WCH CUSHION AROUND MANHOLES,
TREE SHARPS FROM TRENCH PRIOR 1D PURGING CONDOR. .IT SNA L BC THE RESPONSIBEIIY OF THE CONTRACTOR TO OWAN MY AND ALL P
eIASHNG PERMITS LOCATION MAP
B.THE OTHERWISE
NOTED:
MINIMUM CLEARMCfi9 SHALL BE MAINTAINED UNLESS
DTNERWISC NOTED: 18."UNUSABLE"CONDOR SCRAP SUCFI E CUT OFF ENDS
BROKEN OR$PUT STOCK
ENAU.Be THE RESPONSIBILITY
ES SAFE
MILM OF THE CONTACTOR Td DISPOSE OF IN M rvMd°
'AS
,CBOS2: p�+yyM, EFMRONMENCALLY SAFE MANNER, TOO AMP ELECTRIC HUB CMINL7_ I I .
GAS MAIN i2' JOn POUR-IN-TUNE BAACNEI FOR 240 1 J '
GATSEg6ERMCE f2' 12' 17.THESE PRINTS HAVE BEEN PEVIEfYEO WITH: DATE SENT DATE
W TER SE N CE jp+ 12. OUT APPROVED ,
ELECTRIC FACULTIES 12` 12' FRED BUCCHIERI O
STAR&SAN.SEWERS 12' 12. - Rom-
fO,CGNWR TD BE PLACED AT MINIMUM OF J6-BELOW ELEVATION OF PASZE4E
NEAREST PoRTION.Oi ROT➢PAVEMEM UNEE55 OTHERWISE NOTED.
MMAGEft-ODNC ION—
' MANHOLES TO HAVE A MINIMUM OF M'COVETS FROM NEAREST ROT➢
PAVEMENT UNLESS OTHERWISE NOTED. FREb UCCI '�
it.CONDOR"KOWRTOR/CONS'CRUCTION FOREMAN TO COMPLETE FORM 86 FOR - u� Ay
ALL 4C MOTOR 4X WORN. REF TO B9P 004-517-01USN.
�RRiCC�� U55T JOE��12. O� FT O BYAOF��WINM �0MARNND--PI55
SEPARATION OF I INCH BETWEEN A0.MCENT DUCTS AND I I/2 INCHES
MINIMUM CLEARANCE
BETWEEN THE FIRST TIER OF DUCTS AND THE
TRENCH DOTTOM..
j
NOTE ALL UTILITY LOCATIONS ARE APPRONINATE _
AN0 SHOULD BE VERIFIED IN THE FIELD. Aiki C_ ^''609G421
«B ear.¢WIN06gN LOCK��'$WTH WIND6pR "�' OSOO
{ENO-w WINDSOR '•p FL INf.TON RD
'a CLEAR,RCOME,GRUB.ANp PREPARE EQUIPMENT CABINET AREA FOR'WSTALUHON OF m�s,y GTCd
PROPOSED CONCRETE PAD FAD AND CDNDUR AS SHOWN..pEMOVE PNI TREE6 BRU6N ROCK LOW-LYING%.01 ES.
%y-Q" I
248 CABINET W/ELECTRIC HUD Y9NTw ETF AS WTMIN WORK AREA AS REQUIRED TO 10 14}ATE PROPp$ED.CONSMU.f"
—_ -PROPOSED AT&T WORX AREA TO BE LANDSCAPEq WITH ME FOLLOMNO SHRUNS: E "'�""'«
DETAIL NEW POLE, P.LAIR TrNE r ��.�..,«
WHNE PINE B O aumv 8'-S'(HT.ABOVE Ome) .....
ALL PLPMINOS BHALL TAKE PULE ONLY UNDER FAVORABLE WFAMER CONORIONS _ IMTJTA'A«.
AND DURING THE PRDPER SEASONFOR SUCH WORNNJtl IN ACCOPDANCE WITH THE
PI2]a BEST ACCEPTED PRACTICE TREk5:9HRUB6 ANp PLANTS SHALL BE GUARANTEES y�'``T°'«`«
NjJy �r, TOR p PER100 OF ONE FULL YEAR AFTER PUMiNO AT WHICH TIME ALL UNSUR- I SL
I RD VNAB E PL NTIN)F SHALL BE REP 4CEq AT NO EXPENSE}0 THE OWNER.
--'I -ALL DISTURBED ARE45,UNlE55 OTiERWRE NMED t0 8E GR,NED WRH'4^TO 8" °O1tl�pR .,,
FINE TLMUREIL LOAM,FERNL12E0 PND BEEOEp. SEEDING TO TAxE PLACE emati'
PROP/y. BETWEEN APRIL 13i AND JUNE IRT AND/OR AUGUST LOTH TO 6FPTENOFR 40% yApyp,ppNi ru
p-9•V 8EE0 MpRUflE 80%PEflFNNW.RYEGPARS FERTILREW 7D-10=f0.: 40X FESCUFS
'� \�•' \ \ (`� -AT&T CONTRACTOR TO SUPPLY ALL MATERIALS USTEO UNDER THE LAWSOAPING NOTES. .... !
P.0\\\\V 92S}C�g Puce THE rDu NO PAD 4 1«111,11 x'pINW,TA
��i -1 2T8s -1 PAD FDR 24B CAINNET W/ELECR11c NUB.(p5T-IN-PLACfJ
•, PROPMED PUNTW6S--^'�� t' \�"\.� PAD SHALL PIADFO'ON A]"10 6"'eASE OF EPAVFI, 4C PRopOS'EO 2A6 CMINEf t0 EMATIND NBO%
j. -.Uu^ WON TOP 6URFAOE OF CONCRLlF PAO 9LT 2^A�VE.FlNAL
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AT RA6 CAO NET AS SHOWN IN PM DETAIL(SEE PRIM DA), "° "�,.4
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PUCE 'z F 1-1.26 6N---STEEL E OD IN MD.'
PUCE 1-9O BEND AT 20 DAB AS SNOMN IN 11 OETPQ(SEE PgNT]A). Q
PLACE 1-pD BEND AT EIECTPoC NU6 AS SHOWN W PAD OETA6{6EE PPoNT 3Aj,
PUCE PULL ROPE AND CM, ,Mawwnm
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PLACE I_BEND AT 24B CABINE}AS SHOWN IN OETNL(6EE PRIW'Y�. '®''
PUCE 1-9G BEND Ai ME OF POt PLACE PULL ROPES ANO RAP.
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14 EDGPMEM,WTGRIPLS,AND ME1HOm N roR THE PRWCCINN OF IIN TO SURFACE SIOr K Y. N6 SOMWLWOWO OflPDG W�m
' CONCRERi SHALL CWllOR11 TD PPPUGRIE REOUWEMmIS K AG SIB. S.S�E 1CP SGSACE Or 111E PHO,WRHW THE AR[A DP THE GP&NET AND FOR A O6TANIX '
I.i ALLONAIXE WbPPES9N5 STRWGM,P.a iBW pvl P 1B GWi. 1'Efl'q p MIY NEA SFW1 BE RAT WRNIN 4 1/6 WCN 10TPL VMNipN. a MERENCES,
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R1LLLlA[K PERIRIIEO. fiN6NEO WTRI A k9GNp TOG, BAR$FDR CONCRETE REINFORCEMENT.
W4 5PECR1GTgN9 FOR HFPDY bIkEU WNCREIF.
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of
��,�ar.PHCIXu'ID�T.Fae wEtBm ovoRMEo mn W1Re FABmc FOR
A lw-A3Y 6 ALP-268 REAR 'NnudY`'
FINISH GRADE (NO DOOR THIS SIDE' 'dwn
FINISH GRADE
I
FINISH GRADE .I'}
CONDUIT ENTRY •FIELD OSITDE
AREA
E i
' 78'CONCRETE
PAD ON 31-6 7S' PAD DETAIL FOR ALP-248 CABINET
y GRAVEL BASE (eW-7")O 50$ N.T.S.
(2ze67
FIGURE''A' DETAIL of ALP-248 TYPE CABINET
N.T.S. 3A
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3.2 THE TOP SURFACE OF THE FAD, WIIHIN 1HE ANtA uF „ru... —- •-_ . .
r j OE 1" BEYOND THIS AREA, SHALL BE FLAT WITHIN ±1/8 INCH TOTAL VARIATION.
tf�. 3.3 REINFORCEMENT SHALL RE INSTALLED AS SPECIFIED. SECURE REINFORCEMENT TO
PREVENT SHIFTING WHEN THE CONCRETE IS POURED.
.E. 3.4 REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVI<R OF 1-1/2" ON TOP, SIDES, 4.2 AtViEl
N AND AROUND ALL OPENINGS: AND 3" MINIMUM COVER ON BOTTOM. —
{ 3.5 CHAMFERED CORNERS SHALE. BE FINISHED WITH AN EDGING TOOL.
;ATION
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vie,
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3" STEEL
• ELECTRIC Ducl
1 GRADE
uvi K N *TEMPLATE
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C . • • ;3 4'
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CONDUIT ENTRY POWER HUB MOUNTED
AREA SZERLPutt 3
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i # 3.2 THE TOP SURFACE OF THE PAD, WITHIN THE AREA Ur IrlL WWI"
OF 1" BEYOND THIS AREA, SHALL BE FIAT WITHIN t1/8 INCH TOTAL VARIATION,
3.3 REINFORCEMENT SHALL BE INSTALLED AS SPECIFIED, SECURE REINFORCE EN'i T
j PREVENT SHIFTING WHEN THE CONCRETE IS POURLD, S
E `` 3,q REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER OF 7-1/2 ON TOP, SIDES, 2 AMf'f
r� i AND AROUND ALI. OPENINGS; AND 3" MINIMUM COVER ON BOTTOM. —
3.5 CHAMFERED CORNERS SHALL BE FINISHED WITH AN EDGING 300L.
ATI ON
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ELECTRIC' MET
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ALP--248 CABIKET s�-7" (PAD SIZE) —
PROP. f 1 4'
REAR 3TEDUCT
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(NO DOOR THIS SIDE)�,
PANF+7r 3•• g'{EE4
ELECTRIC DUCT
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v 070APLATE o .�
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afE7'E.8 Box
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CONDUIT ENTRY PaTO 2=4'XI14*
AREA
o LIMIT OF
DOOR BIFlMC
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