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HomeMy WebLinkAboutStreet Cut Permit 35709999 Glenwood Road 1000060 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER STREET CUT PERMIT DATE: 04/14/10 GIS ID: 35709999 FEE: 25.00 MUNIS APPLICATION# 201000387 EXPIRATION DATE: 04/14/11 APPLICANT: LOCATION NAME: VMS CONSTRUCTION COMPANY, ADDRESS: GLENWOOD ROAD ADDRESS: 162 LAKE STREET ° -OWNBR TOWN OF SOUTH WINDSOR VERNON ROCKVILLE,C'06066 1540 SULLIVAN AVE S,WINDSOR,CT 060742734 PHONE 860-871-0278 WORK DESCRIPTION: EXCAVATION TO INSTALL NEW WATE7Z MAIN.AND WATER SERVICES. INSTALL PE PATCH PAVING APPLICANT AGREES TO FURNISH THE TOWN OF SOUTH WINDSOR TIDE AMOUNT OF BOND REQUIRED AND TO REIMBURSE THE TOWN OF SOUTH WINDSOR FOR ANY EXPENSES dNCURRED BY .THE TOWN FOR'MAINTENANCE OR REPAIR WORK IN CONNECTION WITH THIS PERMIT AND THE APPLICANT T&F? ,I,LIAR WITH AND WILL ABIDE BY THE RULES AND REGULATIONS FOR PERMITS AS OUTLINED IN THE TOWN OF SOUTH WINDSR S;STREET'CUT PERMIT MANUAL. ISSU BY DATE INSPECTED INSPECTED BY 4/14/201010:05AM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES*** TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: /0006(o( CONTRACTOR: LOCATION:__C,._l-eo Wwd y2 TYPE OF WORK: u)a� Maj n i nS-k9 I1 /:tfhh 4'k DATE INSP NEEDED: DATE INSP: //f z INSPECTED BY: 1 ) WORK IN PROGRESS:_ /," 'ces _r_>,a,,�_ SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES ❑ NO AS-BUILT: INPUT: DATE:-) © ` W/2007 Town of South Windsor INPSECTION REPORT 07 2000c Ej APPLICATION FOR STREET EXCAVATION PERMIT /e0C)0('.c3 Appl. No.. TOWN OF SOUTH WINDSOR Permit No. PUBLIC WORKS DEPARTMENT TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 FEE $25.00 Name of Firm colys-; 2anp'O'Ow cy Phone No. Address of Firm_ /I?Z L-4M S`7- VZtrj-.a ar Zip Code Location of proposed work �L��taDos� y/�y 2c Describe fully nature of permit requested ,EXcA ATia4 /�/STi�t,G. �Ei.� G✓�'> /"''`��^I lad smut Ze%'s7A LL PC/t,, PA-rC P�� G Starting date /;z 111 v Approx.time for completion Call Before You Dig No. d2olo - /ZS, -/Zr PLEASE NOTE: THE DEPOSIT FOR THE PERMANENT PAVEMENT PATCH AND CURB REPLACEMENT IS A PRELIMINARY ESTIMATE. THE APPLICANT IS RESPONSIBLE FOR THE FULL FINAL COST OF THE PERMANENT PATCH AND CURB REPLACEMENT, INCLUDING ANY INCREASES IN PATCH AREA,CURB LENGTH,TRAFFIC CONTROL AND THE TOWN'S CONTRACT COSTS. THE PERMANENT PATCH IS TYPICALLY COMPLETED WITHIN A YEAR OF THE TEMPORARY PATCH BUT IT COULD BE LATER THAN A YEAR. Show sketch of proposed work or fumish This section to be filled out by two copies of separate drawing Indicate North Town of South Windsor. No.cuts 0 plate S Est.Patch Size(s) sf Est.Pvt.Thick;Bess in. Est.Patch Unit Price$ /sf Est.Patch Cost$ Est.Curb Replacement ft Est.Curb Unit Price$ /ft Est.Curb Cost$ Est.Traffic Unit Cost$ /hr Est.Traffic Control$_ Amt.of Deposit$ ` Total Due$ 2 S ( )Cash (4 heck# Applicant is responsible for contacting Paid By the Police Dept.and C.B.Y.D. 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 WINDSOR'S STREET CUT PERMIT MANUAL. Signed: Date: b Title: A�f��� Driver's License#: 2-2Zy 7 PERMIT SHALL BE KEPT ON JOBSITE AT ALL TIMES Street Excavation Pennit 08 IMTL Accurate informatim you can rely on.. Soil Compaction Report Client: VMS Construction ProjectNo 9848 Project: Glenwood&High Ridge Roads, S. Windsor Report No.: 007 Subject: Field Density Determinations Date: 09/16/10 ASTM D6938 Revised: 10/06/10 Inspector: Peter Jan kuta Equipment: MC-3 Material Description.- Three(3)Materials: Brown Sand&Gravel; Standard.Count:: XiD .99 Processed Aggregate;Dark Brown.Sand& XiM 102 Gravel Area Represented: Test Pits l &2.: Nigh Ridge Road Test Mode/Depth: BS Gravel Test Pit 3 Glenwood Road Proctor Value: 140.7-1; 148.3-3 Test % Wet Unit Dry Unit % No. Location. Elevation Moist. wt. Wt. Comp. 1 Test Pit I High.Ridge:Rd Final Grade 2.1 145.8 141.7 100.7 2 Test Pitt High Ridge Rd Final Grade 2.9 154.6 150.2 101.3 3 Test Pit 3 Glenwood Rd Final Grade 3.1 151.6 146.9 99.0 Contractor, VMS Construction,compacted areas with hoepac'prior to testing which is intended to be done for the entire trench.Area of Test Pit# 1 did not have processed at final grade. Contractor designated test pit number locations. r4' _'A t..40/10 3 6 7p:?. pc: Victor Serratnbana,VMS Construction Ian Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government Independent.Materials Testing Laboratories,Inc. T 860.747.1000 mA@imdct.com Test reports may not be reproduced except in f U with 57 N.Washington.Sr,P.O.Box 745,Plainville,CT 06062 F 860.747.6455 wive rnilct:com approval of TMM All results relate to the items tested..