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HomeMy WebLinkAboutStreet Cut Permits 910 Foster Street (4) 1900165 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER STREET CUT PUBLIC UTILITY DATE: 09/13/2019 _ y•., , GIS ID:33600914 FEE: 50.00 MUNIS APPLICATION# 201902038 ' EXPIRATION DATE: 09/12/2020 APPLICANT ; w u`I r LOCATION NAME: EVERSOURCE K ADDRESS 910 FSTER STREET at ADDRESS: 112 PROSPECT HILL ROAb � OWNEItr � �vIANNARIN0 BUILDERS INC 3< } 0b CHAPEL RD UNIT#3F EAST WINDSOR, T� 088� rr PHONE , WORK DESCRIPTION: EA, �1�A�E �b INS PAS L GAS.SERVF�I� 4�/D 8$�20502 APPLICANT AGREES TO FURNISH THTOW ©F SOJH 'fN15bRTHE A1VOUNT QF30ND REQUIRED AND TO REIMBURSE THE TOWN OF SOUTH WINDSOR FOR ANY EXPI;`1�ISE5 INURR 'BY 3 HB IOW FOIE MAINTENANCE OR REPAIR WORK IN CONNECTION WITH THIS PERMIT AND I�1�E A1'FLTCt��11 I5AIVIII IAR1ITH A1aT13 L ABIDE BY THE RULES AND REGULATIONS FOR PERMITS AS OUTLINED IN THE TO UT PERMIT MANUAL. y ISSUED BY I ``E I1VS'PECTED INSPECTED BY 9/13/2019 9:00 AM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES*** 1 3 ;A, Y b 6S f Z rx r ffZ�` iA%w or t j1r A k i i t l i f 5 I t k TQI OF SQUTH�.WINQSQR�NSP��CQON REPORT PERMIT NO.: D �' CQ�R.. LOCATION: 6 TYPE OF WORK: �� DATE INSP NEEDEt ' DAZE INSPECTED.BY: WORK.--'.IN PROGRESS: ter-to SEPTIC TANK PUMPED;'SMASNED; FILLED ..- WrMESSED ❑YES [ NO AS-BUILT•• DATE: c 5/molloy(fotats ]NFSECifON REPORT 14 20M Taws of Saalh Windsor AI`I`LII:A I IVN t'VK Z� I KCk l CXVH.VA 11U14 11-r-Mn+llf II Appl. No. TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT Permit No. TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 FEE;$SO Od., rvi Name of Firm Fn Phone No. Address of Firm D Zip Code 0000gT Location of proposed work t Describe fully nature.of permit requested V (1 Starting date 76 Call Before You©ig..No. 9 D 1 q 3i9()i'18'Lb 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 INCREASESJN 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: ❑No Pavement,Curb or Sidewalk Cut ❑ Pavement Cut ❑ Curb Cut ❑Sidewalk Cut ❑ Existing Driveway, No Changes ❑ Proposed Driveway Widening ❑ Proposed New Driveway Water Supply: ❑ Public Water ❑Well Sewage Service: CI 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 Est. Patch Size(s) sf Est.Pvt.Thickness in. I Est.Patch Unit Price$ /sf Est. Patch Cost$ - Est.Curb Replacement ft Est.Curb Unit Price$ Jft Est.Curb Cost$ Est.Sidewalk Replacement sf Est.Sidewalk Unit Price$ Jsf Est.Sidewalk Cost& Est.Traffic Hours hr Est.Traffic Unit Cost$ /hr Est.Traffic Control$ Amt.of Deposit$ DRIVEWAYS trust be 3ft or more from the property line per Total Due$ section 2.17 of the zoning regulations O Cash O Check# Applicant is responsible for contacting the Police Dept.and C.B.Y.D PERMIT SHALL BE KEPT QN JOBSITE AT ALL TIMES Paid By 1 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 ST T PERMIT MANUAL. II II``y� Signed:. Print Name W 0 1 Date: 5 Engineering/p rmi /Str t Excavation Permit 2017 is wvnoo�L� ! V 140,001 S.F.AKa , 0.9183 ACRE5 �ti`° l If PU NO � —QU_ r C� AREA IXCI UDINGACCESS 6Q o f qv- / f J I 2.2 ACRES Ta�`AL AREq� LOT 2 J .s6,pvC FL- b6.2� �.- A 18 / SOH- 20" Opp / OAK Q$$188 S.F. oa ,�oa',1+/4 �.484 RES Rap�q(O s'f O / Rti� 16" 15"PINE S 6p�?S `° 1C P N 2� r OAK 03,E OAS _r f TRIPLE E f 23D Q`!6„ 02g28 ,p t� zo, e J EXIS ISIOp Qp IS S OAK l� T SAN.LAT. Aa Ri 5i F o l� a. cL Qo „ h 8" OAK AK $4ZZ��h� I / �10 rq / 22"�" / POp 4i ��,gypP / �n T 3 Pnv/ � -e �o / AREAC0 / 40,00PR 8 F. Cr), Z— _ ' 0.9185J CRE5 / a / 18" ° AK i' ` 16° / 1611 4 / / / PINE 18" 16"OAK OaK / O 15 PINE co I OAK 6.1 1G f