HomeMy WebLinkAbout1395 John Fitch Boulevard (5)NDSOR CONNECTICTOWNOFSOUTHWI
PLANNING AND ZONING COMMISSIO
APPLICATION FORM
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App. No. "/ /
MBhwrkA3yDateReceived:I
d80
Action or Public Hearin By: Planning and Engineering Oeta=f
require 14 days to determine app
Receipt NO. completeness. To ensure receipt of a ON .
complete application by PZC, it is strongly
recommended that the application be submitted
14 days prior to the Regular Meeting at which
it will be received.
PROJECT NAME:
APPLICANT: C
r fvADDRESS: SO-A 1,4.Ole— TELEPHONE:Cb
l `'
OWNER OF RECORD ON LAND RECORDS: e
0 , 4A so,4-4 6,,;1XS6Kj OrO 09V
ADDRESS .Lt_
COMPLETE LOCATION OF PROPERTY:
0 K
f JL ZONE:
NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED:
S'6 C TELEPHONE:
THIS APPLICATION IS FOR: (Check one of the following)
1. Zone Change to public hearing required)
2. Subdivision
3 . Open Space Subdivision (public hearing required)
4. Resubdivision (public hearing required)
5. Special Exception to Article public hearing required)
6 . Site Plan of Development
7 . Earth Filling (Section 10 ) and/or Earth Removal (Section 9 )
public hearing required)
8 . General Plan of Development
9 . Regulation Amendment: Zoning Subdivision
10 . Other (-explain in detail)
THIS P CATION MUST BE SIGNED BY THE APPLI ND OWNER OF THE PROPERTY
AND S ED IN TRIPLICATE WITH SIX SETS OF PS (7 if public hearing
is re i ) .AND OTHER DOCUMENTS (see page
App I i c4h7t YJA C
own
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1/14/87 see reverse sid
TOWN OF SOUTH WINDSOR, CONNECTICUT
PLANNING AND ZONING COMMISSION
APPLICATION FORM
This application is complete and ready for Planning & Zoning Commission
receipt only upon submission of all required documentation, including,
but not necessarily limited to, the following items. Not all items are
required with every application. See applicable sections of the South
Windsor zoning and subdivision regulations for specific requirements.
APPLICATION CHECKLIST
1. Ft Map
2. Architectural Elevations/Floor Plans
3. Completed application form (in triplicate)
4. Required fees
5. Zone Change, Site Plan, Subdivision, Open Space Improve-
ment, and/or General Plan of Development maps, in accordance
with regulations. (Six sets - seven if public hearing requirE
6 . Plans & Profiles/Drainage Calculations
7 . Conservation Plan
8 . Landscaping Plan
9 . Traffic Engineering Report
10 . Narrative Statement
11. Sanitary Report
12. Copy of agreement to purchase land (if not the owner)
13 . Other
14. Copy to Town Engineer
15. Copy to Town Planner
16. Number of Copies submitted
ALL PROSPECTIVE APPLICANTS ARE URGED TO CONFER WITH TOWN PLANNING
DEPARTMENT AND ENGINEERING BUREAU STAFF PRIOR TO SUBMISSION OF ANY
APPLICATION TO THE COMMISSION.
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE.
1/14/87
CHECKLIST
REQUIRED INFORMATION
SITE PLANS
This checklist must be signed by plan preparer (P.E. /L.S . ) declaring
that all required information is provided . Items 1-7 are required
for all applications; items 8-11 required where- appropriate.
Check- mark for each item supplies.
1 . On each sheet for plans or maps , title block with the
following information :
c1 a. Name , address and telephone of applicant .
b . Name , address and telephone number of Land Surveyor
or Professional Engineer .
C . Name of Development .
d . Date when drawings were made .
2 . Key Map : An overall map drawn to a scale of 1 inch
equals 200 feet , which can be used as an overlay on
Metropolitan District Maps . This map will show the
overall design of the Development and surrounding
property within 500 feet.
a. Data block which gives needed zoning information
such as percentage of lot coverage, acreage of
tract , number of apartment units, parking
requirements , etc.
b . Layout of buildings
C. Layout of streets and parking .
d . Lines indicating proposed drainage system with
direction arrows .
e. Lines indicating sanitary sewer system with
directio-n arrows .
f . Names of surrounding property owners.
g . Proposed open spaces and recreation areas.
h. Driveway cuts on surrounding properties .
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6, /PRRriNCr SCH46DU#9L..
Architectural Elevations : Plans of the proposed
buildings drawn to a scale of 1/8" = 1 ' - 0" showing
the elevations of all sides of the proposed buildings
in sufficient detail to show architectural styling .
Architect' s seal on elevations -for buildings in excess
of 5000 square feet (per CGS Chapter 390) .
Page 2 (Site Plans)
jr 4 . Plot Plan: A layout map of the proposed site drawn to
i
a scale of 1 inch equals 40 feet on either of thefollowingsizesheets: ( 1) 24" X 36" with a 3/4" ruled
margin ; (2) 18" X 24" with a 1 2"ruled margin ,
containing the following data :
a. Distance and bearings of all boundary lines and
acreage of site. Iron pins required at all
property angle points and shown on map.
b . Proposed streets and street lines with center line
stations , curve data , and parking spaces .
C . Building lines in accordance with zoning
regulations .
d . Proposed buildings and other structures, including
signs, outside lighting, and dumpsters (on concrete
pad and screened)
e. Easements, noting grantors , grantees , and purpose.
f . Names of abutting property owners .
g . Monuments will be indicated at corners and angles
of all streets and at all points of curvature and
tangency. In areas accessible to Metropolitan
District Commission points , or other coordinated
points, the monumented points within proposed site
shall be coordinated . These coordinates shall
appear in tabular form on the plot plan . The
accessibility of these MDC points shall be
determined by the Town Engineer.
A( h. All open space or other common or public land uses
shall be indicated .
i . A-2 certification ; P .E. /L.S . Seal .
t/ 5 Topographic Map . A map drawn to a scale of 1 inch to
40 feet on sheets not exceeding 24 inches by 36 inches ,
including ruled margins shall in addition to the
requirements of the plot plans show the following :
a. All existing and proposed buildings.
b . Curb line ses and pavement width, sidewalks.
C . Existing and proposed sanitary sewers .
d . Existing and proposed water and as main_ P P g i systems.
e Present woodedr area indicated by foliage lines .
Any individual trees to be saved should be shown.
j
f . Existing and proposed contours shall be shown in
not less than two-foot intervals , but in cases of
relatively level land , the contours shall be
T.
one-foot intervals and spot elevations .
g . Regulated wetlands and 100-year floodplain or note
that none are present.
h. Proposed storm drainage system, showing all catch
basins , endwalls , manholes , lengths and sizes of
pipes . (MAximum distance between catch basins
shall be 300 feet and minimum size of storm drain
lines shall be 15 inches . )
i. Connections of all springs into proposed storm
drainage system as needed .
j . Location and indications of existing brook
channels , and 100-year flood limits .
k. A-2 Certification ; P .E. /L. S , Seal .
6. Landscaping plan .
7 . Drainage calculations - Zero Runoff Increase per
attached guidelines . .
j%J6—8 . Traffic report .
9. Plans and Profiles :* A plan and profile of the proposed
streets drawn on plan/profile paper of scales 1 inch to
40 feet horizontally , and 1 inch to 4 feet vertically
on sheets not exceeding 24 inches by 36 inches ,
including ruled margins and containing the following:
a. Layout of streets in sections coordinated by
stations with the profile .
b . Street plan showing roadways and drainage.
C . Sight line at driveway & street intersections.
d . Profile of roadway showing existing and finished
grades . Roadway profile will show all tangent
grade and all vertical curve information .
e. Profile will show all catch basins and all drainage
lines between catch basins with all invert and top
of frame elevations. Drainage lines will be shown
and described as to material .
f . Where any storm drainage line discharges into an
existing brook sufficient profile of this brook
will be shown to determine conditions.
g . Metropolitan District Commission datum shall be
used on all sites accessible to these controls .
The Town Engineer shall , based on standard
engineering practices , determine the accessibility
of these controls.
Page 4 (Site Plans)
h. Profiles shall show all sanitary sewer lines and
manholes , including elevations , sizes, lengths , and
slopes of pipes . Top of foundation elevations for
building shall be shown .
10. Open Space Site Improvement Plans: For sites which
require or include a provision for open spaces, a plan
which contains data for site improvement may be
required . This map shall be drawn to a scale of 1 inch
equals 40 feet .
11 . Sanitary Report: Where individual sanitary sewage
disposal systems are proposed , the final plans shall
include a Sanitary Report certified by a Professional
Engineer . The report shall demonstrate the feasibility
of the proposed. individual systems ; the report should
deal with the area as a whole , discussing the following
points:
a. General nature and development of surrounding area .
b . Topography and natural drainage pattern .
c : Subsurface conditions - as shown by subsurface
investigation , including soil absorption
characteristics , ground water level conditions ,
ledge rock , and general nature of soil .
d . General description of type of development
contemplated .
e. Detailed description of proposed sanitary sewage
disposal facilities , indicating sizes for various
ground conditions , materials to be used , and the
general layout pattern to be used , etc .
f . Special precautions that may be necessary to
provide proper functioning of the proposed disposal
systems .
g . Map of general area with locations of all tests
shown on proposed layout .
h. Flood heights of any nearby streams , brooks , or
rivers .
i . Test results and engineering evaluation per Section
4. 1.3 . 5 .
All information required above is included in this application at the
time of submission .
404AP;ER P . E. L. .
November , 1987
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50 3.9 3.8 3. 7 :3. 7 3. 67.7- 7.4 7.0 6.7 6.5 6.14 6.0 5.8 5.6 5.4 5.2 5.1 5.0 4.9 4.71 G.S 4.5 4.4 4.3 4.3 4.2 4.1 4.0 ! .., _
TURN DURATION IN MINUTES
Pi;I:IUD
YEARS)33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 .58
10 2.6 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.3 2.2 2.2 2.1. 2. 1 2. 1 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1 1.6
25
L31
3. 1 3.0 2. 2. 2.8 2.8 2.7 2.6 2. 2. 2.2 2.2. 2.2 2.2 2.2 2. 13099252552.5 2.4 2.4 2.4 2.4 2.3 3
50 3.4 3.3 3.3 3..2 3.2 3. 1 3. 1 3.0 3.0 2.9 2.9 2.8 2.8 2.8 2.7 2.7 2. 7 2.6 2.G 7.4 2.4 2.4 2.G i
NOTE:
This chart is a tabulor representation of values
taken from the Rainfall Intensity Curves shown
on the previous figure. It is provided for con-
sistency in interpalation of commonly used values .
180 10,000
168 8,000 EXAMPLE 1) (2) (3)
156 6,000 pa42 rnChes (3.5 feet) 6-
144 5.000 0.120 Cis r 6.
4,000
132 n lect
6. 5.
3.000
5 4.
120 1) 2.5 8.e
4.
2,000
2) 2.1 7.4
108 3) 2.2 7.7 4. - C
96
0 in rett 3.
1.000 3. r
800
84
600 2.
500 2
72 400 O 2.CV300MQ L 1.5 I.5Zv) cn
Z - 60 v - 200 cr
w
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w 48 w 100
7 i
J c - 80
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42 v - 60 F-
w N - 50 w 1.0 1.0
40
Hw ENTRANCE O
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36 w
w 30 1) Sguare edge wrtn G 9 9
33 headwall 9
1 p 20 2) Groove end..in Q
30 headwall 8 8
3) Groavt end 8
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101
24 8 7 7
7
6 To use score (2) or (3)Project
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HEADWATER DEPTH FOR
CONCRETE PIPE CULVERTS
BUREAU OF PUBLIC R0405 JAN t963 WITH INLET CONTROL
2000
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ho
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500 96 8
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84 0.9- 1.0
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71 ' 9 21 8. c 4
25. 0 13. 7 217. 4 1 . 2 243, 0 1 . 3 241 . 7
27, 5 13. 2 11 . 8 241 ' 7 3 65. 4 1 . 3 264. 1
301. 0 i . R 10. 4 264. 1 1 . 3 285. 0 1 . 4 283. 6
3Z. 5 1. 4 O. 6 283. 6 1 . 4 2 1 . 4 29p. 8
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37. 5 7 5. ] 1 . 4 3Z2. 7 1 . 4 321 . 2
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4 5 S. 4 3o. 4 1 . -i 32S 9
l5. C" 1 . 2a. i .4 329. 2 1 . 4 327 7
47_ o o. 0 14 326. 3 1 . 4 3?4 . 9
50 o 01 0 f;24. p i . 4 323, 4 1 . 4 322.0
52. 5 0 0. `) 322- 0 1 . 4 320. 6 1 . 4 311:71. 1
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57. 5 4 314. 9 1 . 4 313. 4
4 1 . 4 31 2., 0 1 . 4 31 0, 6
o? . 5 00 0. 0 310' 6 1 . 4 309. 2 1 . 4 307. 8
65. 0 0. 0 0. v 307. 8 1 . 4 306. 4 1 . 4 305. 0
6. 5 05' C. 1 ' 4 303. 6 4 3o2. 2
70. k). 0 C!. o 302. 2 1 . 4 300. 8
72. 5 0. 0 0. 0 299. 4 1 , 4 298. 0 1 . 4 296' 6
MAXIMUM ELEVATlON = 65. 2 FT
MAXIMUM STORAGE = 24671 . 0 CU FT
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MAXIMUM DISCHARGE = I CFS
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25. 1-2 27. 7 1 . 1 1 1 . 4 1 . 1 1 40. 3
Z7- 5 7. (.1 f-40. J. 15l . 9 1 . 1 15C. 8
30. Cj 5. 150. 8 1 . 1 159. 6 1 . 1 158. 5
32. 5 41. 3 158. 5 1 1 165. 1 1 . 164 . 0
15 0 3. 8 1 . 1 167. 7
7 1 1 70' 4
2. 1 173. O
5 2 2 J.
5. 0 2. 2 118. 2 2 i77. 0
4 7' 5 1 . v 77. 1 78. 7 1 77. 5
5C;. 1 77. 5 1 . 2 17 . 3 1 . 2 1 76. 1
52. 5 o. 0 o 76. 2 175. 0 1 . 2 173. 8
55' 8 1 . 2 172. 7 1 . 2 171 . 5
57. 5 0. 0 1 /1 . 5 1 . 2 170. 3 1 . Z 169. 2
60. 0 0. t:j 1 69. 2 1 . 2 168. ('-'j 1 . 1 166. 9
62. 5 0 1. 9 1 . i 165. 8 1 . 1 164. 6
65. C) k). 0 C. i 1 . 1 1 3. 5 1 . 1 162. 3
0, 0 o z 2, 3 J. . z 1] . 2 1 . i
16. 1 1 . i 158. 9 1 . 1 157. 8
72 1 57. O 1 . 1 15b. 7 1 . 1 1 55. 5
MAXIMUM ELEVATION = 64. 3 FT
MAXIMUM STORAGE = 13314. 4 CU FT
i1AX I MUM D I SCHARGE = 1 . 2 CFS
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PAGE
PA M8ERu RUSSO
Bloomfield ' Connecticut
10/14/8,
i 'X 3.1 FR C3 'V C7: F=l C-3-
1-4 1 ' ;.`3
13^D K 115"1-1 1 E03,ll.* YE-i;
Too)SIH lDE.I"-,. 11 il:R DETENTlON BASIN #I
POND DEwTl [' ( ER DETEMlAN BASIN *12
ST[/F F EDUENCY
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2. 5 0. 0 2. 1 0. 0
5. C; 2. 1 4' 2. 1 0. 0 8. 3 Cl. 1 8. 2
1 4 . 2 5' 2 8. 2 0. 1 17. 5 0. 2 1 7. 4
1 u. o 5. 2 7. 4 2 2ER. 0. 3 28. 4
2n, 4 0. 3 4.' . 0 4 4-' 6
7 1 9. 1 46 . 6 4 78. Q. 0. 7 3
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2 1 . 0 1 1 134. 0
4 1 . 1 1 52. 3
Z5. 9. 4 O 15. 3 1 . 1 1. 4 1 . 1 167. 3
5 7. 8 6. 7 167. 3 i . 1 i8 7 l . ? 179. 5
3. 0 6. 7 179. 5 1 . 2 190. 7 1 . 2 189. 5
32. 5 5' 7 4. z 1G9. 5 1 . Z 1vO. 6 1 . 2 197. 4
35. 0 4. 197. 1 . 2 204. 3 1 . 2 203. 1
3/ . 5 3. 5 2 03. 1 1 ' 2 2. 5 1 . 2 2 7. 3
0 3. 2 20 7. 3 1 . 2 2 1 2' 1 1 . 2 2 1
4}. 5 2. 8 210. 9 1 . 7 215. 2 1 . 2 214. 0
45. 0 2. Ea 2- 214. 0 1 . 2 218. Z 1 . 2 217. 0
2. 7 1 . 3 217. 0 1 . 2 21 8 1 . 2 218. 5
50 1 . 3 0. 0 218. 5 1 . 2 218. 1 . 2 217. 4
52. 5 0. 0 0 217. 4 1 . 2 21 2 1 . 2 214. 9
55. 0 0.0 0. 0 214. 9 1 . 2 213. 7 1 . 2 212. 5
57. 5 0. 0 0. 0 212. 5 1 . 2 211 . 2 1 . 2 210. 0
6c.. 0 0. 0 0. 0 21. 1 . 2 08. 8 1 . 2 207. 6
62. 5 0. 0 0. 0 20 1 . 2 205. 1
65. 0 0. 0 0' 0 205. 1 1 . 2 203. 9 1 . 2 202. 7
202. / 1 1 ' 5 1 . 2 C!0. 3
0. 0 Cj 200. 3 1 . 2 199. 1 1 . 2 197. 9
72. 5 0. 0 0. 197. 9 1 . 2 196. 7 1 . 2 195. 5
MAXIMUM ELEVATION = 64. 6 FT
MAXIMUM STORAGE = 16390. 3 CU FT
MAXIMUM DISCHARGE = 1 . 2 CFS
C.,E
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2. 0 86 1 G51
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o
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30 0 1 3 223 32137 33'' 3
223 3 1 3 230 1 . 3 229. 5
35 0
3 5 3 4 2 233. 9
37 5 3 23233913393' | 2
v 1 3 42 9 J. - 41 627.
1 3 246 0 i . 3 244. 7
7 1 247, 4 1 . 3 246. 1
47
1 3 246 2 1 3 244 9
5 1 ' 0. (' 24. 1
0 244 9 1 243 6 1 . 3 242. 3
52 5 o. { o
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55 o 0. 0 o~
239 8 1 TO 238 5 1 . 3 237. 2
57 5 0. 0
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v6
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227., 1 1 . 3 225. 8 1 . 3 224. 5
0 224 5 i 3 223 3 1 . 2 222. 0
r2^ 5 0. o o
MAXIMUM ELEVATION = 64. 7 FT
MAXIMUM sTORAGE = 18459. 8 CU FT
MAXIMUM DISCHARGE = 1 . 3 CFS
P G E
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2. 5 2 13. 1 91 . 9 1 . 2 2 8. 1 . 2 Z 1 7. 4
217. 4 i . 2 243, 0 1 . 3 241 .
27. 13. 2 764. 1
30 4 285. 0 1 . 4 283. 6
32, 5 1o . 4 6 2R3. o l . 4 3o1 . 1 . 4 297. 8
313 4 3
312 2. 7 1 . 4 321 . 2
321 . 2 1 . 4
4.2. 5 3. 326. 4 3....(/
45. o 0 3Z8. 9 1 . 4 329. 2 1 . 4 327. 7
47 27. 7 1 . 4 326. 3 1 . 4 324. 9
50.24. 9 1 . 4 323. 4 1 . 4 322. 0
52. 5 0. n 0. 0 322. 0 1 . 4 320. 6 1 . 4 319. 1
55. 0 0. 0 0. 0 319. 1 1 . 4 3l7. 7 1 . 4 316. 3
57. 5 6 1 . 4 314. 9 1 . 4 313. 4
e30. 0 4 1 . 4 312. 0 1 . 4 310. 6
10. 6 1 . 4 309. 2 1 . 4 307. 8
5. '} 307. 8 1 - 4 3 6. 4 1 . 4 305. 0
305. 0 i . 4 303. 1 . 4 302. 2
70, V 0' o 302. 2 1 ' 4 to 1 . 4 4
5 299. 4 1 . 4 298. 0 1 . 4 296. 6
MAX lMUM ELEVATION = 65. 2 FT
MAXIMUM STORAGE = 24671 . 0 CU FT
MAXIMUM DISCHARGE = 1 . 4 CFS
PALMBERG & RUSSO JOB-
Land Surveyor & Engineer SHEET NO OF
15 Barber Pond Road 2 5= 9 7
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY JH- DATE
203) 242-2775 DATECHECKEDBY
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PALMBERG & RUSSO JOB
Land Surveyor & Engineer SHEET NO of
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
203) 242-2775
CHECKED BY DATE
SCALE
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Land Surveyor & Engineer SHEET NO. - OF
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203) 242-2775 CHECKED BY DATE
SCALE
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203) 242-2775
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15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
203) 242-2775
CHECKED BY- DATE
SCALE
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203) 242-2775
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203) 242-2775
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203) 242-2775
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2 .3 .4 .5 .6 .7.8 /.0 2 3 4 5 6 7 B /O 20 30 40 50 60 80
n=.024
TABLF. co
CAPACITY VOR CIRCULAR DRAINS
FLOWIVG FULL - Cl18IC FEET PER SEC(1NO
NANNING ' S 'N' - 0.017
ORAI-N 2/3 HYDRAULIC GRADIENT - FEET NEk FOOT
DIAMETER 1 . 486 R A .Cool .0002 .CoG5 .001 .002 .005 .01 .07 .05 0. 1 0.2 0. 5 1 .0
INCHES N CAPACITY - CUBIC FEET PER SEcnN'D
3 0 .675 O.CO6 O.CO9 0.015 O.C21 0. 03 0.04 0.06 0.09 0. 15 .0.21 0. 30 0.47 0. 67
4 1 .455 0.C14 0. C20 0.032 O. C46 6.06 G. 10 0. 14 0. 20 0 . 32 0.46 0. 65 1 .02 1 . 45
5 2 .63R 0.026 0. C37 0.059 0.083 0. 11 0. 113 0. 26 0. 37 0. 59 O.b3 1 . 18 1 .Hh 2. 03
6 4 . 290 0.042 0.Ch0 0.095 0. 135 0. 19 0. '30 0.42 0. 60 0.95 1 . 35 1 .91 3.03 4. 29
6 9 .240 0. 092 0. 130 0.2C6 0. 292 0. 41 0. 65 0.92 1 . 30 2.06 2 .92 4 . 13 6. 53 9. 24
10 1G . 754 0. lb7 0. 236 0. 374 0. 52 0. 74 1 . 1841 1 .b7 12. 16 3. 74 5. 29
C. 385 C.6r9 0. 66 1 .21 1 .92 2. 72 3.85 6.09 8.61 12. 18 19. 26 27. 24
14 41 .097 0. 410 0. 581 0.91 b 1 . 29 1 . 83 2.90 4 . 10 5. 81 9. 18 12.99 16, 37 29 .06 41 .09
15 49 . 398 0. 493 0. 696 1 . 1C4 1 . 56 2. . 20 3.49 4 .93 6.98 11 .04 15.62 22.09 34 .93 49. 39
16 5(: .675 0. 556 U. H29 1 . 31 2 I . H5 2. h2. 4. 14 5.86 A. 29 13 . 12 18 .55 26. :4 41 .48 58. 67
I!i 80. 327 0 .80 1 . 13 1 .79 2. 54 3. 59 5.68 p.03 1 L . :36 17.96 25.4 35.9 56. 8 80. 3
20 100. 3H5 1 .06 1 .50 2. 3r 3. 36 4 . t5 7.52 10.63 15.04 23. 78 33.6 47. 5 75 . 2 106. 3
21 121 . 166 1 .21 1 .71 2. 70 3. b3 5.41 b.56 12. 11 17. 13 27.09 38 . 3 54. 1 85.6 121 . 1
24 172 .99ri) 1 .7r 2 .44 3.Ph 5.47 7. 73 12.23 17.29 24 .46 33.68 54 . 7 77 . 3 122 . 3 172.9
27 236.832 2 . 36 3 . 34 5. 29 7.4e 10. 59 lb. 14 2.3.6e 33. 49 52 .95 74.8 105 .9 167.4 236. 8
30 313 .661 3 . 13 4 .43 7.01 9.91 14. 02 22. 17 31 .3 44 . 3 70. 1 99 . 1 140. 221 . 313.
36 510 .047 5 . 10 7 .21 11 .40 16. 12 22. H1 36.06 51 .0 77. . 1 114.0 161 . 2 228. 360 . 510.
42 769 . 370 7 .69 10 .98 17. 20 24 . 32 34. 40 54.40 76.9 100 . H 172.0 243 . 2 344 . 544. 769.
40 1098 .451 10.96 15 .53 24.5t 34 . 73 49. 12 77. 67 109.H 155 . 3 245.6 347 . 3 491 . 776. 1098.
jj{co-n `'/-mac../ c4,vAciTY -Suc Su,fACE DRA/n/5 c!;
i s TC-cH.Wcwa /t/a
d o-&6 c-i- 2/J 9 8 3
RAINFALL INTLNS 11"Y CHART IN INCHES }.'LI.Z 11U1,1
HARTFORD, CONN.
TU R1qDURATION IN MINUTES
1'L'RI011RIO
YEARS)
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 -21 22 23 24 25 26 27 28 29 30 31 32
10 6.2 5.6 5.4 5.3 5.0 4.7 4.5 4.4 4.3 4. 1 4.0 3.9 3. 8 3.7 3.5 3.4 3.3 3.3 3r2 3.2 3. 1 3.0 2.9 2.9 ; 2.8 2. 7 ;2. 6 2. 6
25 7. 1 6.7 6.4 6. 1 5.7 5.6 5.4 5.2 5.0 4.9 4.7 4.5 4.4 4.3 4.2• 4.1 4.0 4.0 3.9 3.8 3.7 3.6 3.5 3.5 3.4 1 3. 3 :3.2 3. 1
50 J. 7 :3. 7 3. 67.7 7.4 7.0 6.7 6.5 6. 1 6.0 5.8 5.6 5.4 5.2 5. 1 5.0 4.9 G.7 4.5 4.5 G.4 4.3 4. 3 4.2 4. 1 4.0 3.9 J.
RETURN DURATION IN MINUTES
i ERI0D
YEARS) 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58
10 2.6 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.3 2.2 2.2 2.1. 2.1 2. 1 2.0 1 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1 1.6
25
L35
3. 1 3.0 3.0 2.9 2.9 2.8 2.8 2. 7 2.6 2.5 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.3 2. 3 2.2 2.2. 2.2 2.2 2.2 2. 1
Sv 3.4 3.3 3.3 3..2 3.2 3. 1 3. 1 3.0 3.0 2.9 2.9 2.8 2.8 2.8 2.7 2.7 2. 7 2.6 2.6 2.5 2.5 7.4 2.4 2.4 2. 4
11
t'
r,
This chart is a tabulor representation of values
taken from the Rainfall Intensity Curves shown
on the previous figure. It is provided for con-
sistency in interpalation of commonly used values .
M
1r
180 10,000
168 8.000 EXAMPLE I) (2) (3)
156 6,000 0.42 inches (3.5 feet) 6.
144 5,000 0.120 cis r- 6.
5.
4,000 Nw' Mw 6. I 5.132 0 feet
3.000 4.
120
1) 2.5 B.8 5"
4
2,000
2) 2.1 7.4
108 3) 2.2 7.7 4. r C
3. }-
0 in feet
1 i 3.
96
I.000 3.
800
84
600 2. _2_
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12 HEADWATER DEPTH FOR
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BUREAU OF PUBLIC ROA05 JAN 1963 WITH INLET CONTROL
2000
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PALMBERG It RUSSO
ylnomfield , Connect cu
10/14/87
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C V
v 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
l
SOR•C0 AREA CODE 203/644-2511
October 19, 1988
Highlift, Inc.
245 East Barber Street
Windsor, CT 06095
Re: Application #508- Parcel B located on John Pitch and
Strong Road
Dear Sir:
At the October 17, 1988 meeting, the South Windsor Inland
Wetlands Agency/Conservation Commission approved a one year -
extension of Application #466 with all original conditions.
The application becomes effective November 16,1988 and expires
November 16, 1989.
Very truly yours,
J
John M. Moran, Jr. , Chair
Inland Wetlands Agency/
Conservation Commi ssi on
JMMJr. /pmm
cc:John E. McCahill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of PlanningLl
Michael Gantick, Director of Public Works
John R. Collins, Chief Building Official
Raymond Hallowell, Chairman, PZC
LLB E`ER OF r KArvOM r I I AL
PLANNING DEPARTMENT i
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVE. SOR.coN
SOUTH WINDSOR, CT 06074 y Z
203) 644-2511 Date
TO. 'd A)W Po-/ S-
T
C
r 0V
J
WE ARE SENDING YOU: ti
0 P&Z initial plans la Drainage comps
0 P&Z final plans 0 Bond estimate requests
O Inland Wetlands plans 0 Bond reduction requests
ED Final plans for filing iW Change order form
E-3 Other O Correspondence
Copies App. No. Project
THESE ARE TRANSMITTED as checked below:
01- For review and comment 0 For your file
3 For your use Returned with revisions
0 As requested Q
0 Other
PLEASE. RETURN/COMMENT BY:
COMMENTS:
7/7
dl
ram fAr,
Copy to: From:
towN sf,
U T-o 0710s d&U&Ot
v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
AREA CODE 203 644-2511R•CO
July 18, 1989
Mr. Jack Guay
Highlift, Inc.
245 East Barber Street
Windsor, CT 06074
Dear Sir:
RE: Letter of Credit for Highlift
As of this date, we have not received a renewal of the above-
referenced letter of credit pursuant to our request dated
6/28/89 . Please be advised that the letter of credit will be
placed on the 7/25/89 agenda of the Planning and Zoning
Commission (as our Commission does not meet during the month of
August) , and calling of the letter of credit will be initiated at
that time.
Very truly yours,
Marcia A. Banach
Director of Planning
PALMBERG & RUSSO LLLEUTCIN (1GF cT °, RZW DUUQ&
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002
DATE JOB NO.
S"-8 9 I 8-70 77
203) 242-2775 ATTENTION
L 3 ` L L Mel?C/W vf,it/r¢clv
RE
TO -07 wrj c;,IC J a vz* 411,yo-r o2 f-1/G yt/i-T ,ivc.
i
SEP 18 i9ga
WE ARE SENDING YOU )<Attached Under separate cover via the following items:
Shop drawings Prints Plans Samples Specifications
Copy of letter Change order FAI1W.4 d; -S (Jof
COPIES DATE NO.DESCRIPTION
y S 31-99 *7o7'7 DRAIAI.466 STvo)t ;ca/r /iGs+cifr s", Rocr S
THESE ARE TRANSMITTED as checked below:
1 For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment
FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US
REMARKS
roe THe )C)Fo oasc-P e-a ,PC C46 7;V6:
SS7V"Py, Z.,4 "I/CL T3'E
G d•fy&-c B '°`7 to 7llE I &*rx/ 7;-- = 70 7.
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COPY TO
SIGNED:—
PRODUCT 240-2 a Inc,Gftn,Man 0 14 71 If enclosures are not as noted, kindly notify us at nce.
r
PALMBERG & RUSSO JOB 270 ,
Land Surveyor & Engineer SHEET NO. OF
15 Barber Pond Road
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY f DATE 1Gp
203) 242-2775
CHECKED BY DATE
SCALE
PALMBERG & RUSSO JOB
Land Surveyor & Engineer SHEET NO. OF15BarberPondRoad
BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE
203) 242-2775
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1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
osoR-CO AREA CODE 203/644-2511
October 5, 1989
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
RE: Highlift Site Plan - Parking Ad ion
We have reviewed the drawings dated 8-31-89 for the Highlift Site
Plan and have the following comments:
1 . Key Map does not show proposed gravel drive to
Strong Road.
2. Topographic Plan
a. Riprap needed at new outlets from proposed
roof leader and new storm pipe.
b. Size and type of roof leader not indicated.
c. Proposed spot elevations are required in
proposed processed stone parking areas .
Without these we are unable to determine if
storm water system proposed will work.
d. Detail of proposed bituminous apron at end
of new gravel drive is required.
3 . Drainage calculations need to be revised. I
Printouts show a 1987 date - these need to be tetupdatedto1989 . I have discussed this with Mr. @ 3—
Bill Landry on September 19, 1989 but to date
I have not received the revisions.
JCl/jsv
cc: Michael J. Gantick, Director of Public Works
Qhl'r n p,
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl Reichle, Mike Gantick, MelStead, Fred Shaw, Thomas Hart, Fire MarshallLanning, Jim Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have receivedplansforthefollowingproject:#_ f 9 X p
Zone '1" Acreage
Subdivision Site Plan Residential_
No. of Lots/units
Commercial_ Industrial_
Location:
Project Description:
Future Town-owned property involved? Yes No_)( _
a)new streets_ (existing frontage}also)_
J
b)new open space/recreation area
active passive
c)new detention area
Planning Department comments
Please le me know by )ID101IF.,if ou ll havecommentsnthisapplicationsothatIcanfollowlupwith ourdepartmenwnIdoaPlanningDepartmentreport.
y
PLANNING DEPARTIMNT
IN-HOUSE REFERRAL FORM
TO: Jean ZugPim!e0n2w)'Krl Reichle, Mike Gantick, Mel
Stead,Thomas Hart, Fire Marshall
Lanning,
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received
plans for the following project:#
Zone T Acreage 5 , C)l
Subdivision Site Plan Residential
No. of Lots/units
Commercial Industrial
Location: 1a tiot.c J1 tX1 ". - UaL
Project Description:
Future Town-owned property involved? Yes No_)__
a)new streets existing frontage also)
b)new open space/recreation area
active passive
c)new detention area
Planning Department continents
YPleaseletmeknowb if you will have
comments on this application so that I can follow up with your
department when I do a Planning Department report.
Gv
ItOVI N at
y y r
o-p s V&U&ato
wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
oSOR-co AREA CODE 203/644-2511
October 14 , 1987
Mr . Kevin F. Rennie , Chairman
Inland Wetlands Agency/Conservation Commission
1540 Sullivan Avenue
South Windsor , CT 06074
RE: -Highlift Inc . Review - Plans of 10-1-87
Dear Kevin :
The note on Sheet 2 of 4, ' Ro Taland Vietlands on the site ' , eliminates
this portion of the discussion . The Erosion and Sediment Control notes
appear adequate. The storm drainage system isn' t part of the IWA/CC
routine ; where and how it is discharged could be . The outlet from the
detention basin across land of others and a 20' rip rap pad so close to
the neighbor isn ' t the best procedure. It is substantially a flat site
where the building , parking and construction is to occur . They make
reference to a ' grade to drain' , this method would work very well into the
permanent vegetation cover areas to increase the ground water recharge and
eliminate some piping.
It an approval were to be considered , the following conditions might
apply:
1. The plans need a certification .
2 . The plans indicate extensive surface disturbance .
Assuming winter construction , the mulching per plan
will be expected .
3. The site is exposed , they offer no protection for wind
erosion and dust control .
If an awraval were granted , a bond of $20, 000 to assure compliance might
be- appropriate,
Very truly yours ,
A . Bowen Davies
Deputy Town Engineer
ABD/jsv
CC : Palmberg & Russo
Michael J . Gantick , Director of Public Works
Marcia A . Banach , Director of Planning
IWA/CC
w M St
ca
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
t•co AREA CODE 203/644-2511
October 17, 1989
Atty Michael Lanza
P.O. Box 667
South Windsor, CT 06074
Re: Application #89-81P, Highlift Inc.
Dear Atty Lanza:
Attached is a copy of comments from the Planning and EngineeringDepartmentsregardingtheabove-referenced application. Pleasemakethenecessaryrevisionstotheplansandsubmit6complet,sets to the Planning Department.
If you have any questions regarding the comments or the
procedure, please contact me.
Very truly yours,
Marcia A. Banach
Director of Planning
cc: Jerry Iazzetta, Town Engineer
f
0wN af4<
Garry K. Tyler
Chief of Police
R.C10
I1
Police Services SOUTH WINDSOR POLICE DEPARTMENT
CONSTRUCTION REQUIREMENTS
Project Title: Highlift Inc. 89-81P Date: 30 October, 1989
1. Developer is responsible for the purchase and installation of all
street and traffic signs. Any signs on or intersecting with a
State Highway must be cleared through the Department of Trans-
portation. All signs must be in place before a c.o. is issued.
2. Developer is responsible for the purchase of all street lighting
through Connecticut Light and Power. CUP will install all t
lighting once they have received payment from the developer and
the locations of the lights has been reviewed by the Police
Department. All lighting must be in place before a c.o. is
issued.
3. Developer will submit three (3) 831 x 11 or 811 by 14 maps of the
proposed project to the Police Department for the purpose of
identifying and locating all signs. Completed maps will be
distributed to the developer, Town Planner and the Police
Department. Any changes in road design will require new maps.
4. Temporary street signs must be in place as soon as possible and
maintained throughout the project.
5. Emergency phone numbers for the duration of the construction
must be provided to the Police Department on a company letter-
head. If the developer occupies or owns the building/s after
construction emergency numbers must be provided to the Police
Department.
Q 6. All buildings located on property which abutts a public highway
must be numbered. Such number/s (address) shall be visible from
the street. All numbering shall comply with Town Ordinance
6-800 thru 6-802.
Barns, garages and outbuilding which are located on the same
premises as a numbered structure are excluded.
7. ConstructConstruct right turn lane on southbound lane of Route##5turnlaneonsouthboundlaneofRouteir#5.
151 Sond Hill Rood • South Windsor, Connecticut 06074 • (203) 644-2551
tt
2-
CONSTRUCTION SUGGESTIONS
1 . Keep all shrubbery low around doors and windows so as
to allow an unrestricted view.
2. Locate business name, if applicable, on the building.
Z 6 3 . Backlight business name and address.
L6 4 . Provide lights over all doors.
dS . Provide ample lighting of parking areas.
46 6. Advise the new owner / purchaser to provide the Police
Department with emergency numbers . (Business, Commercial
and Industrial property only) .
I
je 40
SIGNATURE
Sergeant Thomas C. Hart #103
Traffic Services Unit
Approved by: ZaL
hie Ga K. e
PLANNING DEPART
IN-HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl Reichle, Mike Gantick, MelStead, Fred Shaw, Thomas Hart, Fire Marshall
Lanning, Jim Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received
plans for the following project:# P
ALI
Zone Acreage 5 Ci
Subdivision Site Plan Residential
No. of Lots/units
Commercial_ Industrial=
Location:__ 1A 1 n 1,.1,,. ,at.1 d si±
Project Description:
Jr
Future Town-owned property involved? Yes No_) _ E
a)new streets_ (existing frontage also)_
b)new open space/recreation area
active_ passive
c)new detention area
Planning Department comments
L4,Jotm _/
Please let me know by 70A if you will havecommentsonthisapplicationsothatIcanfollowupwith yourdepartmentwhenIdoaPlanningDepartmentreport.
LETTER OF TRANSMITTAL o M •,<
o r
PLANNING DEPARTMENT iTOWNOFSOUTHWINDSOR4
1540 SULLIVAN AVE. SOR.co`
SOUTH WINDSOR, CT 06074(
203) 644-2511 Date
y
TO:
Yf
NOV 6,1969
WE ARE SENDING YOU:
P&Z initial plans - Q Drainage comps
0 P&Z final plans C] Bond estimate requests
O Inland Wetlands plans Bond reduction requests
O Final plans for filing p Change order form
1 Other M Correspondence
Copies App. No. Project
THESE ARE TRANSMITTED as checked below:
90 For review and comment For your file
O For your use Returned with revisions
M As requested
0 Other
PLEASE RETURN/COMMENT BY:
CO NT
l Z ' —
o S wN o ti
Copy to: From:
S
tow" sf,
O »
U - /0-leS-0 ?j&U&0tC
1 .
w 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R.CO AREA CODE 203/644-2511
November 9, 1989
Atty Michael Lanza
1610 Ellington Road
South Windsor, CT 06074
Dear Atty Lanza:
RE: Highlift Site - $10,000 landscaping bond
Please be advised that the above referenced bond was reduced to
5, 000 by the Planning and Zoning Commission at their October 24,
1989 meeting.
Please make arrangements with the Planning Department at 644-2511
to reduce the bond.
Very Truly Yours,
Marcia A. Banach
Director of Planning
cc: PZC file
L
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
osoR•co'` AREA CODE 203/644-2511
November 21, 1989
Attorney Michael J. Lanza
1610 Ellington Road
South Windsor, CT 06074
D ar Attorney Lanza:
R Application #89-81P - Highlift, Inc.
At the November 20, 1989 meeting, the Inland Wetlands
Ag ncy/Conservation Commission approved with modifications
Application #89-81P - IWA/CC permit for the construction of an
additional industrial building on property located on the westerly
side of John Fitch Boulevard, I zone as shown on plans prepared by
Palmberg & Russo dated August 20, 1987; revised November 3, 1987;
December 18, 1987; April 13, 1988 and August 31, 1989; project
87077.
1 . Two blueprint copies of the entire set of plans, must be
submitted to this Commission to be stamped and signed.
This must be completed within 65 days of approval prior to
any construction activity on the site.
2. Construction activities shall be subject to the approval of
the Town Engineer.
3 . The application shall indemnify and hold harmless the Town
of South Windsor against any liability which might result
from the proposed operation or use.
4 . We recommend a bond in the amount of $10,000.00 to be
submitted to Planning and Zoning Commission to ensure
compliance with the Erosion and Sedimentation Control
Measures.
5 . The permit is valid for one year and shall expire on
November 20, 1990.
6 . All approvals required must be obtained and submitted prior
to any activity on the site.
0
Attorney Micha 1 Lanza Page Two
Application #89-81P, Highlift, Inc. November 21, 1989
7 . A contact person shall be identified directly on the plans.
8. The bottom of the existing detention basin shall be
stabilized.
Very truly yours,
Betty arren, Vice Chairman
Inland Wetlands Agency/
Conservation Commission
BW/pmm
cc: Jerry C. Iazzetta, Town Engineer
Marcia A.Banach, Director of Planning
John R. Collins, Chief Building Official
Planning & Zoning Commission
Palmberg & Russo, 15 Barber Pond Road, Bloomfield 06002
HIGHLIFT SITE PLAN
1 .Application for a site plan amendment for a 9,7204 sq ft
storage building and, some additional gravelled storage area on
the Highlift site. It is on the westerly side of Rte 5, I zone.
Lot size is 5 .91 ac. Total impervious coverage is 64.7%; 65%
allowed. No building coverage has been given. There are 84
parking spaces required; 84 have been shown.
2. There is no 100 year floodplain on this site. They
received conservation approval from the IWA/CC on Nov. 20, 1989 .
They recommended that a $10,000 bond be established with no other
unusual approval conditions .
3 . There is water and sewer currently servicing the site.
WPCA approval is not required.
4 . No additional landscaping is proposed. There has been some
recent discussion between the Planning DeaAmetment and the owners
of Highlift regarding compl'ayag with the screening of outdoor
storage which was a condition of their original site plan
approval. We received a letter from Bob Jackston, VP of Highlift
stating they have contracted out to have the existing fence along
the east and south property lines- approx. 500 ft - increased-fol0
ft. After the above is accomplished, this footage shall be
covered with cloth screening to insure non-visibility of
equipment and building supplies from Rte 5 and Strong Road area.
5. Thre is a 24, proposed gravel drive on the southern side of
the property which goes across the adjacent property to Strong
Road. This should be shown on the key map. Also, we are looking
for a note rega3Ang a cross travel easement
6_.. _
If approved, the planning department requests no other
modifications .
There are no other outstanding engineering comments.
i7lIGHLIFT Corporate Offices
1395 John Fitch Blvd. (Rt. 5)
P.O. Box 1138
South Windsor,CT 06074
203) 289-1000
FAX # (203) 289-2511
Highlift, Inc. December 8, 1989 1
Highlift Rental, Inc.
Highlift Rental of
out
New Jersey, Inc. Town of South Windsor
1540 Sullivan Avenue
Highlift Building South Windsor, CT 06074
Supply, Inc.
Attn: Marcia Banach
Director of Planning
Dear Marcia:
On Thursday, December 7, 1989, Highlift, Inc. contracted Ademec Fence
to perform the following:
The fence along the east and south property lines (Rt. 5 and
Strong Road respectively) approximately 500 ft. will be increased
to a total height of ten feet. After the above is accomplished,
this footage shall be covered with cloth screening to insure
non-visibility of equipment and building supplies from Route 5
and Strong Road areas
To complete this job, Highlift Inc. will need until January 15, 1990.
I hope the above meets with your approval. Should you have any
questions, please do not hesitate to call.
Sincerely,
H HLIFT 1 INC.
Robert N. J ckston
Executive ce President
RNJ/lka
Serving the industrialand Construction Markets.
164 Middletown Avenue • New Haven,CT 06513•(203)562-6481 93 Sand Pit Road•Danbury,CT 06810•(203)790-7520
1620 Page Boulevard•Springfield,MA 01104•(413)543-2170 3 Sutton Place•Edison,NJ 08817•(201)287-9500
1050 Broad Hollow Road(Rt.110)•Farmingdale,NY 11735•(516)249-4422
ce04*"*'0S0RPC00(`
1-
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, DEC. 161 1989
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its Dec. 12, 1989 meeting, the Planning and Zoning Commission
voted to take the following action:
1 . Deny Appl. #89-50P John G. Samsel, Jr./Clark Corners, Site
Plan, southeasterly corner of Ellington Road and Clark
Street, RC zone.
2. Approve, with modifications, Appl. #89-88P, Rick Tonucci,
Site Plan, 75 Ellington Road, GC zone.
3. Approve, with modifications, 89-81P, 'ghlift, Inc. ,
Site Plan, westerly side ohn Fitch Blv , I zone.
4 . Approve Appl. #89-90P, Pleasant Hills Condominium
Association, Site Plan, Arthur Dr. & Foncine Lane, MF-A
zone.
5 . Initiate the calling of certain bonds.
Dated at South Windsor, Connecticut this 13th day of December, 1989 .
PLANNING AND ZONING COMMISSION
Louise C. Evans, Chairman
Bernard Hart, Secretary
y T_0 O-Psiou qdzelC
4 v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
f
osoR•co AREA CODE 203/644-2511
18 December 19,89
Atty. Michael J. Lanza
P. 0. Box 667
South Windsor, CT 06074
Dear Atty. Lanza:
re: Appl. #89-81P, Highlift Site Plan
Westerly side John Fitch Blvd.
We are pleased to advise that the Planning and Zoning Commission
voted on December 12, 1989 to approve the above-referenced
application for a site plan of development in accordance with
Drawings #1 through #8 dated 8/20/87 (last revised 8/31/89)
prepared by Palmberg & Russo, and with the following modifications:
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff .
2 . No building permits will be issued until the final mylars
have been filed in the Town Clerk's Office.
3 . This application is subject to the conditions of approval
of the Inland Wetlands Agency/Conservation Commission,
including a bond in the amount of $10,000.
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 .13.10 of the Zoning
Regulations.
5 . Footing drains are required if the building has a basement.
6 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
7 . Building coverage needs to be shown on the zoning table.
8. Gravel drive to Strong Road should be eliminated from
plans.
Atty. Michael J. Lanza 2- 18 December 1989
Black and white transpar nt mylars of Sh t #2 with the above
modifications, together with four blueprint copies of the entire
set of plans, must be submitted to this Commission within 30 days
to be stamped and signed. The letters of approval of this
Commission, as well as the Inland 'Wetlands Agency/ConservationCommission, must be reproduced on the mylars .
After the mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk within90days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Very truly yours,
PLANNING AND ZONING COMMISSION
Louise C. Evans
Chairman
cc: Inland Wetlands Agency/Conservation Commission
M. Banach, Planning Director
J. Collins, Chief Building Official
J. Iazzetta, Town Engineer
F. Shaw, Supt. of Pollution Control
E. Belleville, Assessor
W. Lanning, Fire Marshal
Registrar of Voters
Engineer
Applicant
awwrPZC File
tall N 4(
r T-0 0 u
4 v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
osot•co'` AREA CODE 203/644-2511
July 11, 1990
Planning & Zoning Commission
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Madam/Sir:
Re: Bonds
At the July 9, 1990 meeting of the Inland Wetlands
Ag ncy/Conservatio ssion, it was voted to release the following
bonds:
Applica ion #508, ighlift, Inc. in the amount of $20,000.00
Application 9W, Byrnes, Makucin, Rejman, Startup in the
amount of $2,000. 00
Application #88-39W, Kyle Woods Subdivision, Lot #6 in th
amount of $3,000.00
Application #454, Morgan Place, Lot #1 in the amount of
3,000. 00
4
Very truly yours,
am;es A. Lombardi, Chairman
Inland Wetlands Agency/Conservation Commission
JAL/pmm
cc:Marcia A. Banach, Director of Planning (/
Jerry Iazzetta, Town Engineer
Michele Lipe, Ass't Planner/Analyst
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R-co AREA CODE 203/644-2511
October 17, 1990
Attorney Michael J. Lanza
1610 Ellington Road
South Windsor, CT 06074
Dear Attorney Lanza:
Re:Application 89-81P - Sighlift, Inc.
At the October 15, 1990 meeting, the South Windsor Inland
Wetlands Agency/Conservation Commission approved a one year
extension of Application #89-81P with all original and standard
conditions.
Application #89-81P becomes effective November 20, 1990 and
expires on November 20, 1991.
Verb' , ruly yours,
I 1
I"
P1iy11 M. Mann, RecordingSecretaryry
Inland Wetlands Agency/
Conservation Commission
cc: Marcia A. Banach, Director of Planning ram'
John R. Collins, Chief Building Official
Planning & Zoning Commission
Jerry Iazzetta, Town Engineer
En c1 os ure
ow" st+
o
C Vr
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
Q.co AREA CODE 203/644-2511
October 23, 1991
Attorney Michael J. Lanza
1610 Ellington Road
South Windsor, CT 06074
Dear Attorney Lanza:
Re: Application #89-81P - Sighlift, Inc.
At the October 21, 1991 meeting, the South Windsor Inland
Wetlands Agency/Conservation Commission approved a three year
extension of Application #89-81P with all original and standard
conditions.
Application #89-81P expires on November 20, 1994.
Very truly yours,
Eliza eth A. Warren, Chairman
Inland Wetlands Agency/
Conservation Commission
EAW/pmm
cc: Director of Planning
Planning & Zoning Commission
Town Engineer
Enclosure
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LDaft!of Delhi"
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