HomeMy WebLinkAboutStreet Cut Permits 1505 John Fitch Blvd (2) 1600089 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER STREET CUT PERMIT
DATE: 06/06/2016
GIS ID:47701505 FEE: 25.00
MUNIS APPLICATION# 201600732 EXPIRATION DATE: 06/06/2017
APPLICANT LOCATION
NAME: K&H CONSTRUCTION LLC ADDRESS: 1545 JOHN FITCH BLVD
ADDRESS: 25 ROODE ROAD OWNER: JOHN FITCH 1505 LLC
PLAINFIELD, CT 06374 50 VOLPI RD
BOLTON, CT 06043
PHONE 1-860-564-1400
WORK DESCRIPTION: IN TAl- INCJ SE_WER`SDRVICE Fi- -COMMERCIAL BUILDING
APPLICANT AGREES TO FURNISH THl TOWN`OF SOUTH WIN�?SURTHE""AMOUNT OF BOND REQUIRED AND TO REIMBURSE
THE TOWN OF SOUTH WINDSOR FOR AhIY kPENSES,INCU IZRED;BY THE TOWN FOR MAINTENANCE OR REPAIR WORK IN
CONNECTION WITH THIS PERMIT AND THE APPL, NT IS FAMIi IAR WITH AND WILL ABIDE BY THE RULES AND REGULATIONS
FOR PERMITS AS OUTLINED IN THE TO WN OF SOUTH WIN SOR'S STREET CUT PERMIT MANUAL.
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ISSUED BY DATE NSPECTED INSPECTED BY
6/6/2016 10:12 AM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES***
TOWN OF SOU TI H WINDSOR INSPECTION REPORT
PERMIT NO.: CONTRACTOR:
LOCATION:_ l , Jew &Y',V le
TYPE OF WORK:
DATE INSP NEEDED: DATE INSP: 6614f,
INSPECTED BY: e
WORK IN
PROGRESS: �^� ,. /►a,v ��, S,� 5
U) not
161 '-5
SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES ❑ NO
AS-BUILT:
INPUT: DATE:
S/molioy/forms 2014 Town of South Windsor INPSEMON REPORT 14
APPLICATION FOR STREET EXCAVATION PERM19'
Appl. No. TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT Permit No.
s TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 FEE $25.00
Name of Firm_I�a+-1-� C_c�J C VC�-)-i Ott, LLyC Phone No. �?(oO -!ao(-4— 11-100
Address of Firm c-:�5 2on6e P 1Q i V ►e\C1. CST Zip Cade -1
Location of proposed work 1 SOS Q e _ 1 Ire uji 06c or , C7' `�j V1
Describe fully nature of permit requested N'3's+ :u —"- ewer- Z�P ry ice
Starting date O( (O-1 I i to Call Before You Dig No 90 i b a a 1 1 4S
PLEASE NOTE: THE D POSIT FOR THE PERMANENT PAVEMENT PATCH AND CURB REPLACEMENT IS A'PRELIMINARY ESTIMATE. THE
APPLICANT IS RESPONSIBLE FOR THE FULL FINAL COST OF THE PERMANENT PATCH AND CURB REPLACEMENT,INCLUDING ANY
INCREASES IN PATCH AREA,CURB LENGTH,TRAFFIC CONTROL AND THE TOWN'S CONTRACT COSTS. THE PERMANENT PATCH IS
TYPICALLY COMPLETED WITHIN A YEAR OF THE TEMPORARY PATCH BUT IT COULD BE LATER THAN A YEAR.
Check Applicable: ❑ No Pavement,Curb or Sidewalk Cut 56 Pavement Cut 15A Curb Cut ❑ Sidewalk'Cut
❑ Existing Driveway; No Changes L6 Proposed Driveway Widening i9 Proposed New Driveway
Water Supply: ❑ Public Water ❑ Well Sewage Service: 110 Public Sewer ❑ Septic
Show sketch of proposed work or fumish Indicate North This section to be filled outbv Town
two copies of separate drawing
No.cuts
Est. Patch Sizes) sf
Est. Pvt.Thickness in.
Est. Patch Unit Price$ /sf
Est. Patch Cost$
Est.Curb Replacement It
Est.Curb Unit Price$ /ft
Est.Curb Cost$
Est.Sidewalk Replacement sf
Est.Sidewalk Unit Price
{{ Est.Sidewalk Cost$.
I Est.Traffic Hours hr
Est.Traffic Unit Cost$ /hr
Est.Traffic Control$
Amt.of Deposit$
DRIVEWAYS must be 3ft or more from the property line per Total Due$
section 2.17 of the zoning regulations
O
Applicant is responsible for contacting the Police Dept.and C.B.Y.D OCash 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
WIND R'S STR T UT PERMIT MANUAL.
Signed: Print Name op tSt YLcn a c7 Date: 6') —Wo
Street Exca ation Permit 2014
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FLOOR DRAIN WATER SERVICE
<-p T.F.=71.8' LINE
PROP. 2,000 INV,=70.0' 40
®� GALLON HOLDING A PROPOSED a
C Ty TFnls=7H2O RATED) CONCRETE WALK }
'ZD ROOF LEADERS (TYP) INV.=68.57' �ev��'b PROP. SAN. PROPOSED \
ROOF LEADER
- INV.=63.53't INV.=67.9' (8")
INV.-67.7' (10") ROPOS '
1~ LEAN-O
.. F PROPOSED V
�J PROPOSED ROOF LEADERS✓DRAIN DETECTIBLE
ARRY, 165 LF. 8' PVC 00.57. z WARNING STRIP
WHAT IS THIS LINE?
NTED p ALINE? SIDEWALK?
IN oa
6 I x �N 0.75' 1� -TI2ACKIN
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B CL 5
J
SWALE 70 _._. _TM -- - -�' Y.
-- v
N67.33' "
69
CO C 6 x69.8
APPROXIMATE LOCATION TF=68.7' ,
2' WATER MAW INV=64.74' .- 68x3 . .6
MENT I LOCATION AND TwPTH OWAT
6
EXISTING WATER UNE TO BE
" DETERMINED PRIOR TO THE 6$
N67. 2g"yy -- 311.82' 6 ?b START OF ANY DEWOURONV
� 68x3 68x3 FP
® CUPs OR CONSTRUCTION
2
SPEED UM[f
SICV
x 6 x
b
_ ,SAN
(IME R LY DRIVE PROP. SAN. ti°
INV.=61.16't SMH
`"68.. TF=68.46' SACS rx
INV:62.2'
J
rrcuruatu
\\ �& FLOOR DRAIN WATER SERVICE
�<.� T.F.=71.8' LINE `
¢' PROP. 2,000 INV;=70.0' Ko ":
C GALLON HOLDING a .•
�? TANK (H �
20 RATED PROPOSED
7y T.F.s=71.7 CONCRETE WALK
tiD ROOF LEADERS (TYp) INV.= PROP. S
68.57' ,y�v�ry PROPOSED 1
/1 ROOF LEADER
INV.=63.53't INV.=67.9- (g")
INV.=67.7' (10} ROPOSE
_. •cp
` _ PROPOSED-' �
�� PROPOSED ROOF"LEADERS DRAIN /
DETECTIBLE a,
ARRY, 165 L.F. 8" PVC Q 0.59b WARNING STRIP 1�t.`j
WHAT IS THIS LINE? Z .1 - i h
NTED PIVTUNE? SIDEWALK? ' a N
ob
11 0.75' 11 ANTI—TRACKIN
19
6 9'
BCLS
�� )p TF=68.o'
0/1
----,_ �_ INV=64.0' 1 �, ,; - 3 ;
SWALE 70 — --- TM1— _t 0'�Y.
N67'33'
328.16 i 68
CB C 6 x69.8
APPROXIMATE LOCAT+ON TF 68 7'
12" WATER MAIN.._ INV 64.74 xq.,6
VMEF...
MENT LOCATION AND (>FPTH OFA?--.--- _ .---
f
EXISTING WATER LINE TO BE A
p ° DETERMINED PRIOR TO THE 6
N67. 29"W 311.82' 8 a
� ht3x3 6gx3 START OF ANY DEk.'OUTIGN FP
® CLdcP �= OR CONSTRUCTION
2 SPEED UMIT
x SICK
x7
ti8
SAN Y
SMHE68 PROP. SAN.
NV=61.16't<IM ERLY DRIV
TF=68.46'
. INV.=62.2'
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