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HomeMy WebLinkAboutStreet Cut Permits 127 Rosemary Lane (2) 1.400124 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER STREET CUT PERMIT DATE: 05/20/2014 GIS ID: 77400127 ; MUNIS APPLICATION# 201400604 = FEE: 25.00 EXPIRATION DATE: 05/20/2015 APPLICANT LOCATION NAME: TELE-NETWORKS 1DDRI � 1 27 RfSEMARY LANE ADDRESS: 31 BAKEWELL COiR � Zk— NR ITISSAI JKA SRIMATHIE L TRUSTEE CRASTON,RI 0292 - �1OEMARY LANE PHONE 401-461-8420 � L1P1I WINDSOR, CT 06074 v WORK DESCRIPTION: INSXXAL� RERE APPLICANT AGREES TO FURNISH THE'TO} J Ou SOiL3' N1JKAI II AM Ifs AND REQUIRED AND TO REIMBURSE THE TOWN OF SOUTH WINDSOR FOR AIIXPEII;rES INC[� I MAINTENANCE OR REPAIR WORK IN CONNECTION WITH THIS PERMIT AND TI 'Pa WANT I AI ILIA WTI A I L ABIDE BY THE RULES AND REGULATIONS FOR PERMITS AS OUTLINED IN THE TO WN CIF SOUTH W 3Sgt- G JT=p IT MANUAL. of ISSUED BY DA`I` TNI'ECTED INSPECTED BY 5/20/2014 10:30 AM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES*** ------------------------------ %= Ao TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: /`-I()4 l(4 q CONTRACTOR:T-(� LOCATION: /,2 7_4`- TYPE OF WORK: 1�1_S- I �Taa la ce (-A-1-V DATE INSP NEEDED: DATE INSP: INSPECTED BY: 8D WORK IN PROGRESS: ,f,4TV SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES ❑ NO AS-BUILT: INPUT: C,VV\"_. DATE: S/2014 Town of South Windsor INPSECRON REPORT 14 APPLICATION FOR STREET EXCAVATION PERMIT Appl. No. TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT Permit No. TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 FEE $25.00 Name of Firm — -e-14 e-k W off- s Phone No. 1 9'4�- 2_�o 2- Address of Firm 1 Cdc(" w6AA Ffo"jAlencp yx Zip Code 0&�k O 3 Location of proposed work 7•-10 R, 01.41-1 t Describe fully nature of permit requested l 11 S' L�l �(' G� Cad T V Starting date Call Before You Dig No 9C10/?0 367V PLEASE NOTE: THE DEPOSIT FOR THE PERMANENT PAVEMENT PATCH AND CURB REPLACEMENT IS A PRELIMINARY ESTIMATE. THE APPLICANT IS RESPONSIBLE FOR THE FULL FINAL COST OF THE PERMANENT PATCH AND CURB REPLACEMENT,INCLUDING ANY INCREASES IN PATCH AREA,CURB LENGTH,TRAFFIC CONTROL AND THE TOWN'S CONTRACT COSTS. THE PERMANENT PATCH IS TYPICALLY COMPLETED WITHIN A YEAR OF THE TEMPORARY PATCH BUT IT COULD BE LATER THAN A YEAR. Check Applicable: X No Pavement,Curb or Sidewalk Cut ❑ Pavement Cut ❑ Curb Cut ❑ Sidewalk Cut 14 Existing Driveway, No Changes ❑ Proposed Driveway Widening ❑ Proposed New Driveway Water Supply: ❑ Public Water ❑ Well Sewage Service: ❑ Public Sewer ❑ Septic Show sketch of proposed work or furnish Indicate North This section to be filled out by Town two copies of separate drawing No.cuts See }-ktzine rf 0 Est. Patch Size(s) sf Est. Pvt.Thickness in. Est. Patch Unit Price$ /sf Est. Patch Cost$ Est. Curb Replacement ft Est.Curb Unit Price$ /ft Est.Curb Cost$ Est. Sidewalk Replacement sf Est.Sidewalk Unit Price$ /sf Est.Sidewalk Cost$ Est.Traffic Hours hr Est.Traffic Unit Cost$ /hr Est.Traffic Control$ Amt. of Deposit$ Total Due$ Applicant is responsible for contacting the Police Dept.and C.B.Y.D ( ) Cash ( ) Check# PERMIT SHALL BE KEPT ON JOBSITE AT ALL TIMES Paid By I AGREE TO FURNISH TO THE TOWN OF SOUTH WINDSOR THE AMOUNT OF BOND REQUIRED AND TO REIMBURSE THE TOWN OF SOUTH WINDSOR FOR ANY EXPENSES INCURRED BY THE TOWN FOR MAINTENANCE OR REPAIR WORK IN CONNECTION WITH THIS PERMIT AND THAT I AM FAMILIAR WITH AND WILL ABIDE BY THE RULES AND REGULATIONS FOR PERMITS AS OUTLINED IN THE TOWN OF SOUTH WINDSO 'S STREET,. PERMIT MANUAL. ///I Sign Print Name'. U tom' vvve Sr k� �Gq 5`y1�'1'`f Date: reet Excavatio Permit 2014 150 130 118 106 �\ �c\o. a o. a R2 O U ��Rl.E Rp RI _ -1-6 V) HPNGOE 165 - - - �� 500" i N CEvI\1H 281- jPP VP R1 --'". 625P �� C REPI.P�QI1Pg-q / - \ .500P ! ! R1 t; V .625P3��i ti 165 too• R1 RG6 2 i 2 `} i alb aN/A =i1 151 m� Z, l ! s i 1 20 PAIW � R1 128 142 • -mil !_ 159 166 _.- 1coo a R2 ,.._....._._. .. 333' R2 s \5....... .._....._ . 7i;/ti�pQ -•SOpp3 -- - -_—- 500P 8��b c�117 127 ;046 SooP R2 , _._. 20x4 tap here not showing on print !�\\ ,- s�oA' \°41 replace from output of 20x4 to input of 14x2 a 153 173 PS SW CO' (2)M54 „ \ �2 264 32 , \ 24 A 642 )a 14 i 9 % 2643 2 R1 111' \o. i 3.0 �o Ca 2 R3 110' 625?3� �� �� R2 111 5p0P3 __�-- P,2 i 2645 111� .500p3_���- 500P3 - - ��.500P3 - "_ '�_�� W 0440