HomeMy WebLinkAboutStreet Cut Permits 26 Sycamore Road (2) 1400089 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER STREET CUT PERMIT
DATE: 05/01/2014
GIS ID: 88800026
MUNIS APPLICATION# 201400473 FEE: 25.00
EXPIRATION DATE: 05/01/2015
APPLICANT NLOCATION
NAME: TELE-NETWORKS ADDRESS: 26-§YbqAM0RE ROAD
ADDRESS: 31 BAKEWELL COURT = OWNER: SIMM(}NS SCOTT C
CRASTON,RI 0292 Z6'§VCAMORE RD
SOUTH PHONE 401-461-8420 WINDSOR,CT 06074
WORK DESCRIPTION: INSTA&U,REPfLACE CATV
APPLICANT AGREES TO FURNISH TH OVVN OF SOUTH WINDSOR THE AMOUNT OF BOND REQUIRED AND TO REIMBURSE
THE TOWN OF SOUTH WINDSOR FOR ANYEXPENSES INCURRED BY THE TOWhJ FOR MAINTENANCE OR REPAIR WORK IN
CONNECTION WITH THIS PERMIT AND THE APPLICANT IS FAMILIAR WITH AND-WILL ABIDE BY THE RULES AND REGULATIONS
FOR PERMITS AS OUTLINED IN THE TOWN OF SOUTH WINDSR'SSTREET'CUT PERMIT MANUAL.
G� L715
ISSUED BY DATE INSPECTED INSPECTED BY
5/1/2014 9:39 AM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES***
TOWN OF SOUTH WINDSOR INSPECTION REPORT
PERMIT NO.: CONTRACTOR: /10- JUe-71"WO Ic S
LOCATION:
TYPE OF WORK: \ S_\� 1\ / �� 1 �l C (-AT \f
DATE INSP NEEDED: DATE INSP: 1/7
INSPECTED BY: BD
WORK IN
PROGRESS: C Ik ry
SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED [] YES ❑ NO
AS-BUILT:
INPUT: (',`N\- DATE:
S/2014 Town of South Windsor INPSEC71ON 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 $25.00
Name of Firm ! kji,_ C� Phone No.li.a n
`��- N�- 2,3'�2-
Address of Firm,-)1A Ofoa C , v Z1 Zip Code t"(.�i 0 5
Location of proposed work
Describe fully nature of permit requested 1l1 �' � � �lLIE 'A*I V
,16 -5� ,or-P corn,r 0C— S yc c, re kl? tr�,� C3eC�Ling l Lr�e
Starting date Call Before You Dig No oZOJy/7r��Gy
PLEASE NOTE: THE DEPOSIT FOR THE PERMANENT PAVEMENT PATCH AND CURB REPLACEMENT IS A PRELIMINARY ESTIMATE. THE
APPLICANT IS RESPONSIBLE FOR THE FULL FINAL COST OF THE PERMANENT PATCH AND CURB REPLACEMENT,INCLUDING ANY
INCREASES IN PATCH AREA,CURB LENGTH,TRAFFIC CONTROL AND THE TOWN'S CONTRACT COSTS. THE PERMANENT PATCH IS
TYPICALLY COMPLETED WITHIN A YEAR OF THE TEMPORARY PATCH BUT IT COULD BE LATER THAN A YEAR.
Check Applicable: Z No Pavement,Curb or Sidewalk Cut ❑ Pavement Cut ❑ Curb Cut ❑ Sidewalk Cut
❑ Existing Driveway, No Changes ❑ Proposed Driveway Widening ❑ Proposed New Driveway
Water Supply: ❑ Public Water ❑ Well Sewage Service: ❑ Public Sewer ❑ Septic
Show sketch of proposed work or furnish Indicate North This section to be filled out by Town
two copies of separate drawing
j�0� No.cuts
0 Est. Patch Size(s) sf
Est. Pvt.Thickness in.
Est. Patch Unit Price
Est. Patch Cost$
Est. Curb Replacement ft
Est. Curb Unit Price$ /ft
Est.Curb Cost$
Est.Sidewalk Replacement sf
Est.Sidewalk Unit Price$ /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
WINDSOR's STREET,G T PERMIT MANUAL.
Sing ei �.\JAA I Print Name ,'�l� 1 vJ Date: �5 I
Street Excavation Permit 2014
� rcjn i %�c,2C cl ,2 6 Fiber Node: SP /g0901
-2(vJ ru(17 j` e7`N-od-e:-Sg,
r' Una j70 U 3/ 89 99
109
�C\p. o e
S?/ 129
79 QUARRY BROOK DR 119 u
71
Pao• 149
c �9
-------------------------•------ 100' *Rl 6 R2 139
0 'O
R2 SWB62�-- -OP',500P3 SOOP3----_J�50OP3
_ "-- -- -
v_
SOOP3 .50OP3 - '62sA�_.._ _ _ \/
125 294' -_ _
'�__ OOP _
F s r\1 R�;', !a 17.0'----- -- "-= _.__ 3
A yy R* ' 200
��
96 N S W B 6228
80
G 136 1482�
20 126
RG6 Rl..,'
\ \ U
\ \ 90 44 SWB6224 % j m ".,,,
`\\ \ R2
sp-
39 R 36 6
G6 21
Pcv 29 3.7
R2 �G�o h j(�
I i60' -----9-- _ . m
27 RG6 R2�1 i a 'to 30 LOL RG6 R2 .625P --- 200'
�; i 3 - �WBE
0 0 _ .625P3
h .500P3
----------------
h
l
bad cable R
1/ $dB/RC 9
R 1 60' 28
R2 RG6 \ , '�6
bad cable ts
\ SYC MORE RD
20 i t 10
R2
R s 51
/ \
% 509G6 ----115'
&i�r
6.0
/ 55
65 µo
o°yq
Fiber Node: S
v
73 %y77 83 16er o e. S V 6��'V�B�66,;
OOP �3521 ��� 93
103
SOOP � G
2�• _ _ �3 � 17z W B 6232 3802
- _ \ 115 R2