HomeMy WebLinkAboutStreet Cut Permits 986 Pleasant Valley R 1600068 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER STREET CUT PERMIT
DATE: 05/16/2016 r n�
GIS ID: 72900986 FEE: 25.00
MUNIS APPLICATION# 201600617y"� ' Stu �" T�XPIRATION DATE: 05/I6/2017
APPLICANT LOCATION
,
NAME: ASPHALT MAINTE AfNCE PAUI � h� �' } I DDRE � �861PL ASANT VALLEY ROAD
ADDRESS: 9 MILLENNIUM D OWNER .Y WILSOI CHRISTIE L
CROMWELL,CT 041 2 ins f t k 96'P1JE'ASANT VALLEY ROAD
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WORK DESCRIPTION: DRI�IUE�A�
APPLICANT AGREES TO FURNISH THL° O �+ OiTW� }BI IISAMOIIIQ I7ND REQUIRED AND TO REIMBURSE
THE TOWN OF SOUTH WINDSOR FOR AN � NSI S INCi]Iy TIRE TTOFOI �MAINTENANCE OR REPAIR WORK IN
CONNECTION WITH THIS PERMIT AND TF,A� SCANT ISAIVXTL T�iR 4TI� D'WILL ABIDE BY THE RULES AND REGULATIONS
FOR PERMITS AS OUTLINED IN THE TOWN IT MANUAL.
ISSUED BY DATE IN PECTED INSPECTED BY
5/16/2016 3:38 PM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES***
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TOWN OF SOUTH WINDSOR INSPECTION REPORT
PERMIT NO,..: CONTRACTOR:
LOCATION:
TYPE OF WORK:
DATE INSP NEEDED: DATE INSP: f2 7�16
INSPECTED BY: 0!)
WORK IN
PROGRESS:
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SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES ❑ NO
AS-BUILT:
INPUT: DATE:
S/molloy/forms 2014 Town of South Windsor INPSEMON REPORT 14
APPLICATION FOR STREET EXCAVATION PERMIT
Appl. No. TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT Permit No.
TOWN HALL 1540 SULLIVAN AVENUES UTH WINDSOR CT 06074 FEE $25,00
Name of Firm 2 r ' ' r.ne No. at
Address of Firm Yet", CT Zip Code
Location of proposed work
Describe fully nature of permit requested a t
r
Starting date 51i1 Call Before You Dig No 00 1I b �5
PLEASE NOTE: THE DEPOSIT FOR THE PERMANENT PAVEMENT PATCH AND CURB REPLACEMENT IS A PRELIMINARY ESTIMATE. THE
APPLICANT IS RESPONSIBLE FOR THE FULL FINAL COST OF THE PERMANENT PATCH AND CURB REPLACEMENT,INCLUDING ANY
INCREASES IN PATCH AREA,CURB LENGTH,TRAFFIC CONTROL AND THE TOWN'S CONTRACT COSTS. THE PERMANENT PATCH IS
TYPICALLY COMPLETED WITHIN A YEAR OF THE TEMPORARY PATCH BUT IT COULD BE LATER THAN A YEAR.
Check Applicable: ❑ No Pavement,Curb or Sidewalk Cut ❑ Pavement Cut ❑ Curb Cut ❑ Sidewalk Cut
❑ Existing Driveway, No Changes' Proposed Driveway Widening ❑ Proposed New Driveway
Water Supply: ❑ Public Water ❑ Well Sewage Service: ❑ Public Sewer ❑ Septic
Show sketch of proposed work or furnish Indicate North This section to be filled out by Town
two copies of separate drawing
No. cuts
Est. Patch Size(s) sf
Est. Pvt.Thickness in.
Est. Patch Unit Price
Est.Patch Cost$
Est.Curb Replacement ft
Est.Curb Unit Price$ /ft
Est.Curb Cost$
Est. Sidewalk Replacement sf
Est.Sidewalk Unit Price
T ` Est.Sidewalk Cost$
Est.Traffic Hours hr
Est.Traffic Unit Cost$ /Or
Est.Traffic Control$
Amt.of Deposit$
TO W/9
DRIVEWAYS must be 3ft or more from the prop rty line per Total Due$
section 2.17 of the zoning regulations
( )Cash O Check#
Applicant is responsible for contacting the Police Dept.and C.B.Y.D
PERMIT SHALL BE KEPT ON 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 STREET ON IT PERMIT MANUAL.
Signed: �K-L/,- '-� / /L— Print Name ' 1 � Date:
Street Excavation Perm'`2014
r-10'MIN-1
EDGE OF PAVEMENT
Y I -
PROVIDE ALTERNATE "PULLOFF"
g I 11 15' MIN. AREA IF DRIVEWAY"GRADE IS
o l GREATER THAN 10%.
JI I
10' 10• 15% GRADE 10'MIN
TRANSITION MAX 22'MAX
5' RAD.--,,,, —j
NOTES:
1. REFER TO TYPICAL ROADWAY
SECTION FOR GRADE RELATIONSHIP
BETWEEN R.O.W. LINE AND GUTTER LINE.
R.O.W.
2. MAX. GRADE OF 15% STARTING 10'-0"
BEYOND TOWN R.O.W. LINE.
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SIDEWALK BIT PVM
3 T.
BIT o (TYPICAL)
of APRON
WI 1 15% MAX
GUTTER _
it ..... — — — M 8" PROCESSED
zW 5%SLOPE r
MAX AGGREGATE BASE
v 1 t 0, (TYPICAL)
10' TRANSITION
I
SAG CURVE IN DRIVE
NOTE: FOR REPLACEMENT
! DRIVEWAY, PAVEMENT MUST
HAVE A MINIMUM 1" LIP
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a
SIDEWALK
Q IT
APRON I 10'
�I GUTTER 10, ~ 1 TRANSITION
z o 1 2" CLASS 2
v MAX SLOPE BIT.
(TYPICAL)
I 8" PROCESSED 15% MAX
I AGGREGATE BASE
(TYPICAL)
CREST CURVE IN DRIVE
NOT TO SCALE
TOWN OF SOUTH, WINDSOR ApPRoveo
STANDARD DETAIL RESIDENTIAL DRIVEWAY DETAILS
MARCH, 2005 REVISED: MAY. 2001 PUBLIC WORKS DIRECTOR
VI—16 ORIVEWAY.OWG
Print Map Page 1 of 1
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Date Printed:5/16/2016
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MAP DISCLAIMER-NOTICE OF LIABILITY Approximate Scale:1 inch=40 feet
This map is for assessment purposes only. It is not for legal W
description or conveyances.All information is subject to verification by
any user.The Town of South Windsor and its mapping contractors
assume no legal responsibility for the information contained herein. F88t S
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