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HomeMy WebLinkAboutStreet Cut Permit 56 Berle Road 1000077 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER STREET CUT PERMIT DATE: 05/11/10 GIS ID: 10200056 FEE: 25.00 MUNIS APPLICATION# 201000539 EXPIRATION DATE: OS/11/11 APPLICANT LOCATION NAME: TELE-NETWORKS ADDRESS: 56 BERLE ROAD ADDRESS: 31 BAKEWELL COURT OWNER: LERZ MICHELLE A& CRASTON,RI 02921 56 BERLE ROAD SOUTH WINDSOR,CT 06074 PHONE 401-461-8420 WORK DESCRIPTION: REPT.ACE EXISTING CATV APPLICANT AGREES TO FURNISH THE TOWN:OFSOUTH WINI?SOR THE AMOUNT OF BOND REQUIRED AND TO REIMBURSE THE TOWN OF SOUTH WINDSOR FOR ANY EXPENSES'INCUR- BY THE TOWN FOR.MAINTENANCE OR REPAIR WORK IN CONNECTION WITH THIS PERMIT AND THE APPLICANT IS FAM, ILIAR.WITH AND WILL ABIDE BY THE RULES AND REGULATIONS FOR PERMITS AS OUTLINED IN THE TOWN OF SOUTH WNDSR'S STREIT CITT PERMIT MANUAL. Po � 1 ISSUED BY DATE INSPECTED INSPECTED BY 5/1 1/20 1 0 9:50AM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES*** ti TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: /(90()07'7 CONTRACTOR: te��' LOCATION:_ �� (p p-er ( 0 V TYPE OF WORK: Wece. G 19`1 DATE INSP NEEDED: DATE INSP: INSPECTED BY: f�� WORK IN PROGRESS: SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES [-] NO AS-BUILT: INPUT: Cam- DATE: W/2007 Town of South Windsor INPSECTION REPORT 07 a b)DooJ r APPLICATION FOR STREET EXCAVATION PERMIT i 0006) Appl:.No. TOWN OF SOUTH WINDSOR Permit No. PUBLIC WORKS DEPARTMENT 1540 SULLIVAN AVENUE Date- 5 -('b ^UG SOUTH`WINDSOR,CT06074 FEE $25.Q0 Name of Firm IEe- NE'kVC'' 5 Phone No. `s` 232. Address of Firm S >: GO CC C GInS o Zip Code U Z q 2 t Location of proposed work '�;(k Describe fully nature of permit requested Ce�UkCe 6\ =c y Starting date `I Approx.time for completion 5- i t;-t C) Call Before You Dig, Existing Water Supply: ❑Public Water ❑well Existing Sewage Service: ❑Public Sewer ❑Septic PLEASE NOTE: THE DEPOSIT FOR THE PERMANENT PAVEMENT PATCH-AND CURB REPLACEMENT IS A PRELIMINARY ESTIMATE. THE APPLICANT IS RESPONSIBLE FOR THE FULL FINAL COST OF THE PERMANENT PATCH AND CURB REPLACEMENT,',INCLUDINC ANY-INCREASES IN-PATCH AREA,CURB LENGTH,TRAFFIC CONTROL AND THE TOWN'S CONTRACT COSTS.- THE PERMANENT:PATCH IS TYPICALLY COMPLETED WITHIN A,YEAR OF THE TEMPORARY PATCH BUT iT COULD BE LATER THAN A YEAR. Show sketch of proposed work or furnish This section to be filled but by two copies of separate drawing Indicate North. Town of South Windsor aeNo-guts Est Patch Size(sj sf Est.Pvt.Thickness in. Est.Patch Unit Price$ /sf .Est.Patch Cost$; Est.Curb Replacement ft Est:Curb Unit Price$ !ft Est Curb Cost$ Est:Traffic Unit Cost$ !hr Est.Traffic Controt$ Amt.of Deposit$ Total Duet ( }`Cash ( )Check# Applicant is responsible for contacting Paid By the Police Dept.and.Ci13.Y.D. U AGREE TO FURNISH TO THE TOWN OF SOUTHWINDSOR THE AMOUNT OF BOND REQUIRED,AND TO REIMBURSE THE TOWN OF SOUTH Vt/INDSOR FOR ANY.EXPENSES INCURRED BY THE TOWN FOR:MAINTENANCE DR.`:REPAIR:WORK IN CONNECTIO -WITH TiiIS PERMIT AND THAT I AM:FAMILIAR{NiTH AND WILL ABIDE BY THE fiULES AND'REGULItTfONS FOR PER A 0UTLt D THE TOVITN OF.:SOUTH WfNDSOR`S STREET GUT P€KNIT MANUAL igned' Y Date: lQ _ tie: Drivees License#: PLEASE ALLOW AT LEAST'IWO WORKING DAYS AFTER APPLICATION FORlSSUANCE OF PERMIT WORK;MAY NOT BEGIN UNTiLA PERMIT HAS BEEN ISSUED PERMIT SHALL BE KEPT ON_JOBSITE AT ALL TIMES Street Excavation Permit O8 REV 10=22-W - 73 �vJ a/5 , 159 445 SWC045S FMSIGPJ 1 C0403 SWC0454 29 20 54/37 FMBIGPJ 17 33 32 2 C0403 30 22 54 37 CSI1 0 7 3 17 1 31 30 87.4 L 20 CS11/0 914 "- 44 38 Q era T 9wb 500P3_ 56 Q G 66 SWC0454.- pI1 RI Sr- Q replace from 23-2 to the 14-2 Rl 1 80 60' ® 500p3 2 IV R1� .500P3 -_ �Z5 R2 160-__ -- — - -- 500P 50o?3 — — ----- , — 195' ®R2 PB/RC 9 3 500 _ 500P — .500P3�J- 430' vl(7 91 R2 35 �21 �" A PIO 1GHZIPB-9-9 Pc�$- 49 o lj v 71 91 „ a AP\p 1 24 32 MOVE EQ a�� RpSEMARY�� 1 GHZ IPB-9 48 P10 RI 9 56 alb 6 R2 155_ _ 72 5-?3 p3 80 p v RI 6 .._........... SOOP3 _.__.. .. 500P3 - R2 162__ _ - - - SWC0461 500P3 15 WC04 7 FML1G7}A14 11 60 O RGIG 150'- 500P3 -- 2 C0403 swo .� -'" 24 23 54/37 - _ _--"" 2 FMLIG 500P3 150 �.500P3 n" -" 30 28 2 9.2 26 2 O,p 07/2 4/4 1 84.5 r -"' -- o� 100 25 09/0 = 39 86.8 8- 49 63 Q 73