HomeMy WebLinkAbout21-12P Esteem ManufacturingTOWN OF SOUTH WINDSOR
PLANNING & ZONING COMMISSION
APPLICATION FORM
Application Number:
Official Receipt Date:
Munis Application #:
APPLICANT:
PROJECT NAME: �5-rT= ��+' 'm, -(2 ...1 V
COMPLETE LOCATION OF PROPERTY: 113 %
OWNER OF RECORD ON LAND RECORDS: Z I -I a P`ly-TC T t�F P�'�Z't , LkC
OWNER ADDRESS: ((1 k,&- JE. aQ Lta�itj r oC4Gf �
GIS PIN # Flz -+yo i ay ZONE S
NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
3(oCl Z 4yZ Fz4T4,5> —L-='. .o.l�� 42 Pb 5EX CO � n Estimated presentation time.
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to
(Public Hearing and Certificate of Mailing Required)
❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required)
❑ Subdivision ❑ Minor ❑ Major
❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major
❑ Conditional Subdivision
❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required)
Site Plan of Development ❑ New j Modification Building(s) Sq Ft S.4 V Sys A:�arT�rr�
❑ General Plan of Development
❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required)
❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required)
❑ Temporary and Conditional Permit (Public Hearing Required) for
❑ Temporary and Conditional Permit Renewal for
❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required)
❑ Major Home Occupation (Certificate of Mailing Required) for
❑ Other (explain in detail)
1
PLEASE NOTE: An Application Pending Sign is required to be posted on the pro
ten (10) day prior to b i i heard by the Commission.
Sig�nI1ature of Applicant Signature of operty Owner
12atw� L IS��fwS�G / Dely- 0 T KoS7y K
Print Name of Applicant Print Name of Property Owner
all applications
Revised 1/15/2020
TOWN OF SOUTH WINDSOR CHECKLIST
REQUIRED INFORMATION SITE PLANS
APPLICANT�C� -i + L�T�;�+���`�Tta �T ► u'-i
PROJECT NAME -7E-r-E: �k
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 supplied.
1. On each sheet for plans or maps, title block with the following information:
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 either 100 feet or
200 feet. 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.
Outline of buildings.
c.
Layout of streets.
d.
Surrounding property boundaries -within 500 feet.
e.
Names of abutting property owners.
f.
Proposed open spaces and recreation areas.
g.
Driveway cuts on abutting properties and any properties across from
proposed site.
h.
Distance to and name of nearest intersection street.
3. Architectural Elevations: See attached checklist for Architecture and Design
Review.
i
4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals
40 feet on either of the following size sheets: (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 station, 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 must be shown in
table format, e.g. below
Grantor Grantee Type of Date Filed Vol/Pg
Easement
. 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. The monumented points within
proposed site shall be coordinated. These coordinates shall appear in
tabular form on the plot plan. The accessibility of these CGS points shall
be determined by the Town Engineer.
fq/ h. All open space or other common or public land uses shall be indicated.
i. A-2 certification; P.E./L.S. Seal.
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 Lines and pavement width, sidewalks.
c. Existing and proposed sanitary sewers.
d. Existing and proposed water and -all existing utilities.
2
e. Present wooded area indicated by foliage lines. Any trees to be saved
should be shown.
V
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 one -
foot intervals and spot elevations.
WAS 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 and elevations of structures.
(Maximum distance between catch basins shall be 300 feet and minimum
size of storm drain lines shall be 15 inches, within Town ROW.) If
plan/profile sheet is provided all of this does not need to be shown. Only
top of frame elevations and inverts of open discharge pipe shall be shown
on this plan.
1 ifl� 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 & T-2 Certification; P.E & L.S. Seals.
6. Landscaping plan
7. Drainage calculations: - Zero Runoff Increase per attached guidelines.
8. Traffic Report
9. Site Lighting Plan
t-A 10. 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.
r b. Street plan showing roadways, drainage, sanitary sewer (including house
sewer), foundation drains, lot lines, buildings including all utilities with
elevations (top frame and inverts), size, type, length, slopes of pipes.
c. Sight line at driveway & street intersections.
3
d. Profile of roadway showing existing and finished grades. Roadway profile
will show all tangent grade and all vertical curve information.
c e. Profile will show all catch basins and all drainage lines between catch
basins with all invert and top of frame elevations, sizes, lengths and
slopes of pipes.
f. Where any storm drainage line discharges into an existing brook sufficient
profile of this brook will be shown to determine conditions.
g. CGS 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.
X h. Profiles shall show all sanitary sewer lines and manholes, including
elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes.
Top of foundation elevations for building shall be shown.
11. 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.
/>-- 12. 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.
PLAN PREPARER (P.E./L.S.) DATE
February 2002; Rev. 4-04
r
PDS ENGINEERING &
CONSTRUCTION, INC
February 22, 2021
Town of South Windsor
Planning & Zoning Department
1540 Sullivan Ave. S Windsor. CT 06074
Attention: Michele Lipe, Director of Planning
Re: 187 South Satellite Road
Esteem Manufacturing Corp. is requesting Planning & Zoning Commission approval for a 5,400 sf
manufacturing addition to their existing facility at 187 South Satellite Road.
The projected impact on the existing utilities is as follows:
Restroom Facilities: There are currently two restrooms in the existing building with the minimum required
fixtures. The restrooms will be updated, under the building permit, to meet ADA requirements.
Water: The increased occupant load will add to the everyday use of the existing bathroom facilities,
although no additional fixtures will be required.
Sanitary Sewer: The minimal increased occupant load will add to the everyday use of the existing bathroom
facilities, although no additional fixtures will be required. No process waste is produced at this facility.
Electrical: The electrical service will be upgraded to a new 800 amp. service. Eversource has been
contacted and the new transformer location is indicated on the submitted site plans.
Gas: A new HVAC system will be installed in the new addition. The existing gas service has been determined
to be sufficient.
Storm Drainage: The area of the proposed addition is currently a paved parking lot draining to the existing
storm system. The proposed addition will have a zero increase in runoff to the existing system. The
proposed addition roof leaders will tie into the existing storm water system.
Sincerely� Iran rBorawski, P.E.
PDS Engineering & Construction, Inc.
107 Old Windsor Road, Bloomfield, Connecticut 06002 ' Tel: (860) 242-8586 ' Fax: (860) 242-8586 ' www.pdsec.com
Affirmative Action/Equal Opportunity Employer
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.
187 SOUTH SATELLITE ROAD
SOUTH WINDSOR, CONNECTICUT
C-101 SITE PLAN
COVER KEY MAP
LIST OF DRAWINGS
A-100 BUILDING FLOOR PLAN
PROPOSED INDUSTRIAL ADDITION
KEY MAP
1"= 200 FT.
C-102 EROSION & SEDIMENTATION CONTROL PLAN
A-200 EXTERIOR ELEVATIONS
Planning & Zoning Application Set
PROPERTY & TOPOGRAPHIC SURVEY
C-103 SITE DETAILS
84000210
84000170
84000201
84000187
84000175
7500015
7500003
48600139 48600129
PROJECT
SITE
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*** NO WETLANDS OR WATERCOURSES ON PROPERTY ***
MANUFACTURING = 9,000 SF / 700 = 13 ( 1 HANDICAP VAN )
REQUIRED PARKING CALCULATION :
LOT DEPTH 150 FT.
EXISTING
50%
ZONING DATA TABLE
10 FT.
35 FT.
25 FT.
REQUIRED
20,000 SF
100 FT.
ZONE : I (INDUSTRIAL)
65%
LOT AREA
MAX.BUILDING COVER
LOT WIDTH
SIDE YARD
FRONT YARD
REAR YARD
IMPERVIOUS COVER
8.27 %
340.05 FT.
18.20 FT.
205.80 FT.
58.90 FT.
61.02 %
43,405.20 SF
127.40 FT.
PROPOSED
LIGHT MANUFACTURING
NO TRUCKS SHALL BE STORED AND/OR UNLOADED INSIDE BUILDING
BUILDING USE :
NO FLOOR DRAINS WILL BE INSTALLED WITHIN BUILDING
20.73 %
56.93 %
APPLICANT & DESIGN ENGINEERS :LAND SURVEYOR :
201 CHRISTIAN LANE BERLIN, CT 06037
860-832-9328 860-357-4604 (FAX)
340.05 FT.
13.20 FT.
115.80 FT.
58.90 FT.
43,405.20 SF
127.40 FT.
TOTAL PARKING PROVIDED = 15 ( 1 HANDICAP VAN )
TOTAL PAVED AREA = 15,712 SF ( 0.5% ) = 785.6 SF REQUIRED
INTERIOR PARKING LOT LANDSCAPE :
TOTAL INTERIOR LANDSCAPE AREA PROVIDED = 840 SF
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND (BENT)
IRON PIPE
FOUND
IRON PIPE
FOUND (BENT)
IRON PIPE
FOUND
CONC MON
FOUND
MS
FOUND
SOUTH SATELLITE ROAD
N/F
BRENAMATT PROPERTIES, LLC
VOL: 904 PG: 58
N/F
K R HOLDINGS LLC
VOL: 2502 PG: 342
N/F
DANIEL & JENNIFER
CZAJA
VOL: 1546 PG: 118
N/F
JESSE & JANET
GIAMMARINO
VOL: 1607 PG: 19
1 STORY
MASONRY AND CONCRETE
BUILDING S 24°54'38" W 341.36'N 65°05'22" W 127.40'N 24°54'38" E 340.06'S 65°40'20" E 127.41'
DATE:
SCALE:
SHEET:
REVISIONS:
DRAWN BY:
MSA PROJECT NO:
CHECKED BY:
LEGEND:
201 CHRISTIAN LANE BERLIN, CT 06037
860-832-9328 860-357-4604 (FAX)PROPERTY &TOPOGRAPHIC SURVEYLAND OFBRENAMATT PROPERTIES, LLC187 SOUTH SATELLITE ROADSOUTH WINDSOR, CONNECTICUTD.G.M.
G.S.D.
1 OF 1
1"=20'
2/12/2021
SITE LOCATION MAP (NOT TO SCALE)
SITE
MAP NOTES:
1. THIS MAP AND SURVEY HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS
OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND
"THE MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" ADOPTED JUNE 21, 1996; AMENDED OCTOBER 26, 2018.
2.THE TYPE OF SURVEY PERFORMED AND THE MAPPED FEATURES DEPICTED
HEREON ARE IN ACCORDANCE WITH THE REQUIREMENTS OF A
PROPERTY/BOUNDARY & TOPOGRAPHIC SURVEY.
3. THE HORIZONTAL BASELINE CONFORMS TO A CLASS A-2 ACCURACY.
THE VERTICAL BASELINE CONFORMS TO A CLASS V-2 ACCURACY.
THE TOPOGRAPHIC FEATURES CONFORM TO A CLASS T-2 ACCURACY.
4.THE PROPERTY/BOUNDARY OPINION DEPICTED HEREON CONFORMS TO A CLASS
A-2 ACCURACY AND IS BASED UPON A RESURVEY OF MAP REFERENCE 'A'.
5.THE NORTH ARROW AND BEARINGS ARE BASED UPON THE CONNECTICUT STATE
COORDINATE SYSTEM N.A.D. 1983 (2011). THE ELEVATIONS ARE BASED UPON THE
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) USING GEOID 12B.
COORDINATES AND ELEVATIONS WERE DETERMINED FROM RTK GPS
OBSERVATIONS MADE ON FEBRUARY 10,2021, USING THE CT DOT RTK NETWORK
KNOWN AS ACORN (CTEG BASE), HAVING THE FOLLOWING VALUES:
LATITUDE = N 41° 55' 24.34700"
LONGITUDE= 72° 41' 55.88092"
ELLIPSOID HEIGHT = 30.293M
4.UNDERGROUND UTILITIES, STRUCTURES AND FACILITY LOCATIONS DEPICTED AND
NOTED HEREON HAVE BEEN COMPILED, IN PART FROM RECORD MAPPING
SUPPLIED BY THE RESPECTIVE COMPANIES OR GOVERNMENTAL AGENCIES AND
FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS
APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON
THE SITE, THE EXISTENCE WHICH IS UNKNOWN TO MARTIN SURVEYING
ASSOCIATES, LLC.. ALL CONTRACTORS ARE REQUIRED TO CONTACT
CALL-BEFORE-YOU-DIG AT 1-800-922-4455 FOR LOCATION AND OR STAKEOUT OF
ANY UTILITY PRIOR TO ANY EXCAVATION.
MAP REFERENCES:
A."RESUBDIVISION OF LAND FORMERLY OF ROGER W. NEWBERRY (NOW SAVIN
BROS., INC.) IN PARKCENTRE LOTS 3D-7 & 3D-6" SCALE: 1"=100' DATED: APRIL 13,
1984; BY: PLAMBERG & RUSSO.
B." RESUBDIVISION PLAN OF A.I. SAVIN, HARTFORD JEWISH FEDERATION & SAVIN
BROTHERS INC. SOUTH WINDSOR, CONNECTICUT" SCALE: 1"=100'; DATED:
JANUARY 24, 1986; BY: PLAMBERG & RUSSO.
C."SUBDIVISION OF SECTION V, PLEASANT VALLEY ESTATES" SCALE: 1"=60';
DATED: APRIL 18, 1961; BY: PRIMUS & WELT.
D."SUBDIVISION OF LAND FORMERLY OF ROGER W. NEWBERRY (NOW SAVIN
BROS., INC. IN PARKCENTRE" SCALE: 1"=100'; DATED: APRIL 4, 22, 1980; BY:
LAMBER & RUSSO.
SUBJECT PARCEL
LAND OF BRENAMATT PROPERTIES, LLC
PARCEL NO. 47-114
187 SOUTH SATELLITE ROAD
VOLUME: 2818 PAGE: 279
43,405 S.F.± / 1.00 ACRES±
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND (BENT)
IRON PIPE
FOUND (BENT)
IRON PIPE
FOUND
CONC MON
FOUND
MS
FOUND
SOUTH SATELLITE ROAD
N/F
BRENAMATT PROPERTIES, LLC
VOL: 904 PG: 58
N/F
K R HOLDINGS LLC
VOL: 2502 PG: 342
N/F
DANIEL & JENNIFER
CZAJA
VOL: 1546 PG: 118
N/F
JESSE & JANET
GIAMMARINO
VOL: 1607 PG: 19
EXISTING 1 STORY
MASONRY AND CONCRETE
BUILDING
3,600 SF
43405.2 Sq. Feet
1.00 Acres
LOT AREA :
PROPOSED 1 STORY
ADDITION
5,400 SF
FIN. FLR. 73.23
EXISTING 20FT.
DRAINAGE R.O.W.
SITE GRADING & UTILITY PLAN
1" = 20 FT.0 10'20'40'S 24°54'38" W 341.36'N 65°05'22" W 127.40'N 24°54'38" E 340.06'S 65°40'20" E 127.41'
C-101
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.ESTEEM MANUFACTURING CORP.SITE GRADING & UTILITY PLANPROPOSED ADDITIONALL UTILITIES ARE TO BE TAPPED OFF EXISTING BUILDING SERVICES
ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM
PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN
THERE ARE NO WETLANDS ON PARCEL
HORIZONTAL DATUM BASED ON N.A.D. 1983
GENERAL SITE PLAN NOTES:
REGULATIONS
HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN
FOR ADEQUACY AND SUITABILITY OF SPECIES IN THE LOCATIONS PROPOSED.
ANY APPROVED LANDSCAPING WILL BE SUBJECT TO FINAL REVIEW BY THE TOWN PLANNER
LOCATION ACCEPTABLE TO TOWN STAFF.
ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND
NO SIGNAGE PROPOSED FOR THIS APPLICATION
LOT CORNERS MUST BE PINNED.
REQUEST FOR A BUILDING PERMIT. WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED, ALL
ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A
IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION.
SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT
THE USE,STORAGE, OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS
HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF.
REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES
DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE,
DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE
ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF
REQUEST FOR A CERTIFICATE OF OCCUPANCY.
AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE
TOWN OF SOUTH WINDSOR.
AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE
FILLING, PAVEMENT OPERATIONS, ECT. SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND,
NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER, SIDEWALKS, EXCAVATIONS,
SERVICE.
EROSION AND SEDIMENTATION CONTROL HANDBOOK " PREPARED BY THE SOIL CONSERVATION
EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE "
STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED
ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR
STRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES.
SCHEDULE INSPECTION OF SUB-BASE, GRAVEL, PAVEMENT, SIDEWALKS, DRAINAGE
THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO
A NEW UNDERGROUND ELECTRICAL SERVICE TO BE BROUGHT INTO THE SITE.
LEGEND:
CONSTRUCTION SEQUENCE :
1. RELOCATE EXISTING CHAIN LINK FENCE AT WEST SIDE
OF THE ADDITION
2. INSTALL SILT FENCE EROSION CONTROL AND CATCH BASIN
INLET FILTERS WHERE SHOW ON SHEET C-102
3. REMOVE EXISTING PAVEMENT WITHIN LIMITS OF NEW ADDITION
4. REMOVE PAVEMENT FROM THE EXISTING GATE TO THE FENCE
5. INSTALL ANTI-TRACKING APRON WHERE SHOWN ON SHEET C-102
6. EXCAVATE FOR AND INSTALL THE FOUNDATION
7. INSTALL RAINLEADER PIPING AND BACKFILL FOUNDATION
8. GRADE PARKING AREA AND CONSTRUCT ADDITION
9. REMOVE EXISTING PAVEMENT FROM ROAD TO THE EXISTING GATE
10. FINE GRADE GRAVEL AND INSTALL BINDER COURSE IN PARKING LOT
11. INSTALL BITUMINOUS CURBS, BACK FILL CURBS AND FINE GRADE
12. INSTALL LANDSCAPE AND SEED DISTURBED AREAS
13. REMOVE ALL EROSION CONTROL MEASURES ONCE NEW GRASS
HAS BEEN ESTABLISHED
LANDSCAPE LEGEND :
(1) RED MAPLE "CRIMSON KING" 2 1/2" CAL. B&B
(7) INKBERRY "SHAMROCK" #5 CONTAINER
(3) RHODODENDRON "PJM" #5 CONTAINER
* LANDSCAPE ISLANDS TO HAVE 3" PINE BARK MULCH *
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND (BENT)
IRON PIPE
FOUND (BENT)
IRON PIPE
FOUND
CONC MON
FOUND
MS
FOUND
SOUTH SATELLITE ROAD
N/F
BRENAMATT PROPERTIES, LLC
VOL: 904 PG: 58
N/F
K R HOLDINGS LLC
VOL: 2502 PG: 342
N/F
DANIEL & JENNIFER
CZAJA
VOL: 1546 PG: 118
N/F
JESSE & JANET
GIAMMARINO
VOL: 1607 PG: 19
EXISTING 1 STORY
MASONRY AND CONCRETE
BUILDING
3,600 SF
43405.2 Sq. Feet
1.00 Acres
LOT AREA :
PROPOSED 1 STORY
ADDITION
5,400 SF
FIN. FLR. 73.23
EXISTING 20FT.
DRAINAGE R.O.W.
EROSION & SEDIMENTATION CONTROL PLAN
1" = 20 FT.0 10'20'40'
SILT FENCE
SILT FENCE
TEMPORARY
CONSTRUCTION
ANTI-TRACKING APRON
CONCRETE TRUCK WASH
OUT AREA
CATCH BASIN INLET FILTER
(4 LOCATIONS TYP)
C-102
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.EROSION & SEDIMENTATIONCONTROL PLANESTEEM MANUFACTURING CORP.PROPOSED ADDITIONCONTROL SOIL EROSION TO SURVIVE SEVERE WEATHER CONDITIONS.
A GROUND COVER IS ACHEIVED , WHICH IS MATURE ENOUGH TO BE APPLIED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL
FILL EROSION. WHERE EROSION IS SEVERE , ADDITIONAL MULCH SHOULD
PERIODICALLY, IN PARTICULAR, AFTER A RAINSTORM TO CHECK FOR MANUFACTURER TO ANCHOR MULCH. MULCH MUST BE INSPECTED
HYDOR MULCH AND AEROSPRAY WILL BE USED AS RECOMMENDED BY
COURSE MATTER. CHEMICAL BINDERS SUCH AS PETROSET TERRATRACK
USE STRAW OR HAY ( 70-90 LBS./1000 SF ) FREE OF WEEDS OR
MULCH ( ALL SLOPES 3
100 LBS./1000 SF.
PLUS MAGNESIUM OXCIDE)
FERTILIZE WITH 10-10-10 @ 7.5 LBS./1000 SF. LIME ( 50
RECOMMENDED SEEDING PERIOD.
MEASURES TO PROTECT SITE AND DELAY SEEDING UNTIL THE NEXT
IF SEEDING CANNOT BE DONE WITHIN SEEDING DATES, USE MULCHING
SEPTEMBER 15.
SEEDING DATES : APRIL THROUGH JUNE 15 AND AUGUST 15 THROUGH
WATER CONSERVATION,JANUARY 1985.
AND SEDIMENTATION CONTROL", CONNECTICUT CONCIL ON SOIL AND
SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION
CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND
ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CONSTRUCTION PERIOD IF NECESSARY AS REQUIRED.
ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING
THIS PLAN AS WELL AS AT ALL CULVERT OUTLETS.
HAYBALE AND SILT FENCE FILTERS WILL BE INSTALLED AS SHOWN ON
EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.
TO CONSTRUCTION WHENEVER POSSILBLE AND WILL BE MAINTAINED IN
EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR
15.
DURING THE PERIOD OF APRIL 1 - JUNE 15 ; AUGUST 15 - SEPTEMBER COMPLETION OF GRADING. PERMINATED SEEDING WILL BE SCHEDULED PERMANENT HYDROSEEDING SHOULD TAKE PLACE IMMEDIATELY UPON
WILL BE SCHEDULED AS SOON AS POSSIBLE. TEMPORARY SEEDING OR
LAND DISTURBANCE WILL BE KEPT TO A MINIMUM. RESTABILIZATION
EROSION CONTROL NOTES
FINISHED GRADE
ACCESSIBLE
VAN
PARKING
PERMIT REQUIRED
HANDICAPPED
VIOLATORS
WILL BE FINED
MIN.$150.00
BUILDING FOUNDATION
BUILDING DOWNSPOUT
6"PVC CAP CUT TO ACCEPTDOWNSPOUT
FIN. GRADE
6" PVC RISER
45 DEGREE ELBOW
8" PVC RAINLEADER
TYP. RANLEADER / DOWNSPOUT CONNECTION
N.T.S.
C-103
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.SITE DETAILSESTEEM MANUFACTURING CORP.PROPOSED ADDITION
12x14 OHD12x10 OHDEXISTING BUILDINGPROPOSED ADDITION
PORTAL FRAME
Max. Length of Exit Travel = 102 ft.
ADDITION FLOOR PLAN
1/8"=1'-0"existing overheadexist.
1
2 3 4
5
A
C
D
F
C
B
A
F
E
8'x10' Concrete
HVAC Pad
8'x40' Concrete
Pad
Existing Chain Link FenceX-BRACE
Max. Length of Exit Travel = 72 ft.
D
InsulatedElec. Operator Insulated
Elec. Operator
existing (no work )
A-100
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.ADDITION FLOOR PLANESTEEM MANUFACTURINGPROPOSED ADDITION2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL MECHANICAL CODE
ICC/ANSI A117.1-2009
2018 CONNECTICUT STATE BUILDING CODE
BUILDING CODE DATA TABLE
MAXIMUM LENGTH OF EXIT ACCESS TRAVEL ( TABLE 1017.2 )
USE GROUP : F-2
CONSTRUCTION TYPE : VB
DESIGN OCCUPANT LOAD ( TABLE 1004.1.2 )
ALLOWABLE BUILDING HEIGHT : 2 STORY / 40 FT. ( TABLES 504.4 & 504.3 )
ACTUAL BUILDING HEIGHT : 1 STORY / 27 FT.
ALLOWABLE BUILDING AREA = 13,000 SF ( TABLE 506.2 )
MINIMUM NUMBER OF EXITS REQUIRED = 2 ( TABLE 1006.3.1 )
GENERAL BUILDING LIMITATIONS:
BUILDING CLASSIFICATION: ( EXISTING & ADDITION )
2015 INTERNATIONAL PLUMBING CODE
2017 NATIONAL ELECTRICAL CODE ( NFPA-70)
2015 INTERNATIONAL FIRE CODE
MINIMUM NUMBER OF EXITS
MEANS OF EGRESS:
2015 INTERNATIONAL ENERGY CONSERVATION CODE
MAXIMUM LENGTH OF EXIT TRAVEL = 200 FT.
ACTUAL BUILDING AREA = 8,958 SF
ACTUAL MAXIMUM LENGTH OF TRAVEL = 102 FT.
GROUND SNOW LOAD = 30 PSF
ULTIMATE WIND SPEED = 125 MPH
BUILDING DESIGN LOADS :
WIND EXPOSURE CATEGORY = B
UNIFORM COLLATERAL LOAD = 5 PSF
WIND IMPORTANCE FACTOR = 1.00
GROUND SNOW EXPOSURE FACTOR = 1.0
GROUND SNOW IMPORTANCE FACTOR = 1.0
8,958 SF / 100 = 90 occ.
NUMBER OF EXITS PROVIDED = 3
REQUIRED PLUMBING FIXTURES - 2015 IPC ( Table 403.1 )
Male FemaleRequired ( industrial )
1Water Closet
1Lavatories
Required Provided
1Drinking Fountain
1Service Sink
1
1
1
1
Male Occupants = 45
Female Occupants = 45
ROOF LIVE LOAD = 20 PSF
BUILDING RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR = 1.0
SEISMIC : Ss = 17.8 %
S = 6.4 %1
SEISMIC DESIGN CATEGORY B
SEISMIC SITE CLASS D
Male FemaleProvided
1Water Closet
1Lavatories
1
1
ADDITION SOUTH ELEVATION
1/8"=1'-0"
ADDITION EAST ELEVATION
1/8"=1'-0"
ADDITION NORTH ELEVATION
1/8"=1'-0"
ADDITION WEST ELEVATION
1/8"=1'-0"A-200
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.EXTERIOR ELEVATIONSESTEEM MANUFACTURINGPROPOSED ADDITION
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.
187 SOUTH SATELLITE ROAD
SOUTH WINDSOR, CONNECTICUT
C-101 SITE PLAN
COVER KEY MAP
LIST OF DRAWINGS
A-100 BUILDING FLOOR PLAN
PROPOSED INDUSTRIAL ADDITION
KEY MAP
1"= 200 FT.
C-102 EROSION & SEDIMENTATION CONTROL PLAN
A-200 EXTERIOR ELEVATIONS
Planning & Zoning Application Set
PROPERTY & TOPOGRAPHIC SURVEY
C-103 SITE DETAILS
84000210
84000170
84000201
84000187
84000175
7500015
7500003
48600139 48600129
PROJECT
SITE
1 of 1
ZON
E
:
A
-
2
0
ZON
E
:
I
ZON
E
:
A
-
2
0
ZON
E
:
I
ZON
E
:
M
F
-
A
A
ZON
E
:
I ZONE : A-20ZONE : IDate : 2-24-2021
870
f
t
.
t
o
C
o
n
n
e
c
t
i
c
u
t
A
v
e
.
AREA OF WETLANDS = 0.22 ACRE
MANUFACTURING = 9,000 SF / 700 = 13 ( 1 HANDICAP VAN )
REQUIRED PARKING CALCULATION :
LOT DEPTH 150 FT.
EXISTING
50%
ZONING DATA TABLE
10 FT.
35 FT.
25 FT.
REQUIRED
20,000 SF
100 FT.
ZONE : I (INDUSTRIAL)
65%
LOT AREA
MAX.BUILDING COVER
LOT WIDTH
SIDE YARD
FRONT YARD
REAR YARD
IMPERVIOUS COVER
8.27 %
340.05 FT.
18.20 FT.
205.80 FT.
58.90 FT.
61.02 %
43,405.20 SF
127.40 FT.
PROPOSED
LIGHT MANUFACTURING
NO TRUCKS SHALL BE STORED AND/OR UNLOADED INSIDE BUILDING
BUILDING USE :
NO FLOOR DRAINS WILL BE INSTALLED WITHIN BUILDING
20.73 %
56.93 %
APPLICANT & DESIGN ENGINEERS :LAND SURVEYOR :
201 CHRISTIAN LANE BERLIN, CT 06037
860-832-9328 860-357-4604 (FAX)
340.05 FT.
13.20 FT.
115.80 FT.
58.90 FT.
43,405.20 SF
127.40 FT.
TOTAL PARKING PROVIDED = 15 ( 1 HANDICAP VAN )
TOTAL PAVED AREA = 15,712 SF ( 0.5% ) = 785.6 SF REQUIRED
INTERIOR PARKING LOT LANDSCAPE :
TOTAL INTERIOR LANDSCAPE AREA PROVIDED = 840 SF
AREA OF DISTURBED WETLANDS = 0 ACRE
UPLAND REVIEW AREA = 0.24 ACRE
AREA OF DISTURBED UPLAND REVIEW AREA = 0.16 ACRE
Inland Wetland and Watercourse /
A-201 LANDSCAPE BUFFER ELEVATION
IRON PINFOUNDIRON PINFOUNDIRON PINFOUNDIRON PINFOUNDIRON PINFOUND (BENT)IRON PIPEFOUNDIRON PIPEFOUND (BENT)IRON PIPEFOUNDCONC MONFOUNDMSFOUNDSOUTH SATELLITE ROADN/FBRENAMATT PROPERTIES, LLCVOL: 904 PG: 58N/FK R HOLDINGS LLCVOL: 2502 PG: 342N/FDANIEL & JENNIFERCZAJAVOL: 1546 PG: 118N/FJESSE & JANETGIAMMARINOVOL: 1607 PG: 191 STORYMASONRY AND CONCRETEBUILDINGS 24°54'38" W 341.36'N 65°05'22" W 127.40'N 24°54'38" E 340.06'S 65°40'20" E 127.41'DATE:SCALE:SHEET:REVISIONS:DRAWN BY:MSA PROJECT NO:CHECKED BY:LEGEND:201 CHRISTIAN LANE BERLIN, CT 06037860-832-9328 860-357-4604 (FAX)PROPERTY
&
TOPOGRAPHIC SURVEY
LAND OF
BRENAMATT PROPERTIES, LLC
187 SOUTH SATELLITE ROAD
SOUTH WINDSOR, CONNECTICUT
D.G.M.G.S.D.1 OF 11"=20'2/12/2021SITE LOCATION MAP (NOT TO SCALE)SITEMAP NOTES:1. THIS MAP AND SURVEY HAVE BEEN PREPARED PURSUANT TO THE REGULATIONSOF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND"THE MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OFCONNECTICUT" ADOPTED JUNE 21, 1996; AMENDED OCTOBER 26, 2018.2.THE TYPE OF SURVEY PERFORMED AND THE MAPPED FEATURES DEPICTEDHEREON ARE IN ACCORDANCE WITH THE REQUIREMENTS OF APROPERTY/BOUNDARY & TOPOGRAPHIC SURVEY.3. THE HORIZONTAL BASELINE CONFORMS TO A CLASS A-2 ACCURACY.THE VERTICAL BASELINE CONFORMS TO A CLASS V-2 ACCURACY.THE TOPOGRAPHIC FEATURES CONFORM TO A CLASS T-2 ACCURACY.4.THE PROPERTY/BOUNDARY OPINION DEPICTED HEREON CONFORMS TO A CLASSA-2 ACCURACY AND IS BASED UPON A RESURVEY OF MAP REFERENCE 'A'.5.THE NORTH ARROW AND BEARINGS ARE BASED UPON THE CONNECTICUT STATECOORDINATE SYSTEM N.A.D. 1983 (2011). THE ELEVATIONS ARE BASED UPON THENORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) USING GEOID 12B.COORDINATES AND ELEVATIONS WERE DETERMINED FROM RTK GPSOBSERVATIONS MADE ON FEBRUARY 10,2021, USING THE CT DOT RTK NETWORKKNOWN AS ACORN (CTEG BASE), HAVING THE FOLLOWING VALUES:LATITUDE = N 41° 55' 24.34700"LONGITUDE= 72° 41' 55.88092"ELLIPSOID HEIGHT = 30.293M4.UNDERGROUND UTILITIES, STRUCTURES AND FACILITY LOCATIONS DEPICTED ANDNOTED HEREON HAVE BEEN COMPILED, IN PART FROM RECORD MAPPINGSUPPLIED BY THE RESPECTIVE COMPANIES OR GOVERNMENTAL AGENCIES ANDFROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED ASAPPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ONTHE SITE, THE EXISTENCE WHICH IS UNKNOWN TO MARTIN SURVEYINGASSOCIATES, LLC.. ALL CONTRACTORS ARE REQUIRED TO CONTACTCALL-BEFORE-YOU-DIG AT 1-800-922-4455 FOR LOCATION AND OR STAKEOUT OFANY UTILITY PRIOR TO ANY EXCAVATION.MAP REFERENCES:A."RESUBDIVISION OF LAND FORMERLY OF ROGER W. NEWBERRY (NOW SAVINBROS., INC.) IN PARKCENTRE LOTS 3D-7 & 3D-6" SCALE: 1"=100' DATED: APRIL 13,1984; BY: PLAMBERG & RUSSO.B." RESUBDIVISION PLAN OF A.I. SAVIN, HARTFORD JEWISH FEDERATION & SAVINBROTHERS INC. SOUTH WINDSOR, CONNECTICUT" SCALE: 1"=100'; DATED:JANUARY 24, 1986; BY: PLAMBERG & RUSSO.C."SUBDIVISION OF SECTION V, PLEASANT VALLEY ESTATES" SCALE: 1"=60';DATED: APRIL 18, 1961; BY: PRIMUS & WELT.D."SUBDIVISION OF LAND FORMERLY OF ROGER W. NEWBERRY (NOW SAVINBROS., INC. IN PARKCENTRE" SCALE: 1"=100'; DATED: APRIL 4, 22, 1980; BY:LAMBER & RUSSO.SUBJECT PARCELLAND OF BRENAMATT PROPERTIES, LLCPARCEL NO. 47-114187 SOUTH SATELLITE ROADVOLUME: 2818 PAGE: 27943,405 S.F.± / 1.00 ACRES±DE
A
NG.MARTINNo.70147
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND (BENT)
IRON PIPE
FOUND (BENT)
IRON PIPE
FOUND
CONC MON
FOUND
MS
FOUND
SOUTH SATELLITE ROAD
N/F
BRENAMATT PROPERTIES, LLC
VOL: 904 PG: 58
N/F
K R HOLDINGS LLC
VOL: 2502 PG: 342
N/F
DANIEL & JENNIFER
CZAJA
VOL: 1546 PG: 118
N/F
JESSE & JANET
GIAMMARINO
VOL: 1607 PG: 19
EXISTING 1 STORY
MASONRY AND CONCRETE
BUILDING
3,600 SF
43405.2 Sq. Feet
1.00 Acres
LOT AREA :
PROPOSED 1 STORY
ADDITION
5,400 SF
FIN. FLR. 73.23
EXISTING 20FT.
DRAINAGE R.O.W.
IN FAVOR OF
THE TOWN OF
SOUTH WINDSOR
SITE GRADING & UTILITY PLAN
1" = 20 FT.0 10'20'40'S 24°54'38" W 341.36'N 65°05'22" W 127.40'N 24°54'38" E 340.06'S 65°40'20" E 127.41'
WETLANDS
C-101
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.ESTEEM MANUFACTURING CORP.SITE GRADING & UTILITY PLANPROPOSED ADDITIONALL UTILITIES ARE TO BE TAPPED OFF EXISTING BUILDING SERVICES
ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM
PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN
THERE ARE NO WETLANDS ON PARCEL
HORIZONTAL DATUM BASED ON N.A.D. 1983
GENERAL SITE PLAN NOTES:
REGULATIONS
HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN
FOR ADEQUACY AND SUITABILITY OF SPECIES IN THE LOCATIONS PROPOSED.
ANY APPROVED LANDSCAPING WILL BE SUBJECT TO FINAL REVIEW BY THE TOWN PLANNER
LOCATION ACCEPTABLE TO TOWN STAFF.
ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND
NO SIGNAGE PROPOSED FOR THIS APPLICATION
LOT CORNERS MUST BE PINNED.
REQUEST FOR A BUILDING PERMIT. WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED, ALL
ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A
IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION.
SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT
THE USE,STORAGE, OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS
HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF.
REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES
DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE,
DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE
ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF
REQUEST FOR A CERTIFICATE OF OCCUPANCY.
AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE
TOWN OF SOUTH WINDSOR.
AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE
FILLING, PAVEMENT OPERATIONS, ECT. SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND,
NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER, SIDEWALKS, EXCAVATIONS,
SERVICE.
EROSION AND SEDIMENTATION CONTROL HANDBOOK " PREPARED BY THE SOIL CONSERVATION
EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE "
STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED
ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR
STRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES.
SCHEDULE INSPECTION OF SUB-BASE, GRAVEL, PAVEMENT, SIDEWALKS, DRAINAGE
THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO
A NEW UNDERGROUND ELECTRICAL SERVICE TO BE BROUGHT INTO THE SITE.
LEGEND:
CONSTRUCTION SEQUENCE :
1. RELOCATE EXISTING CHAIN LINK FENCE AT WEST SIDE
OF THE ADDITION
2. INSTALL SILT FENCE EROSION CONTROL AND CATCH BASIN
INLET FILTERS WHERE SHOW ON SHEET C-102
3. REMOVE EXISTING PAVEMENT WITHIN LIMITS OF NEW ADDITION
4. REMOVE PAVEMENT FROM THE EXISTING GATE TO THE FENCE
5. INSTALL ANTI-TRACKING APRON WHERE SHOWN ON SHEET C-102
6. EXCAVATE FOR AND INSTALL THE FOUNDATION
7. INSTALL RAINLEADER PIPING AND BACKFILL FOUNDATION
8. GRADE PARKING AREA AND CONSTRUCT ADDITION
9. REMOVE EXISTING PAVEMENT FROM ROAD TO THE EXISTING GATE
10. FINE GRADE GRAVEL AND INSTALL BINDER COURSE IN PARKING LOT
11. INSTALL BITUMINOUS CURBS, BACK FILL CURBS AND FINE GRADE
12. INSTALL LANDSCAPE AND SEED DISTURBED AREAS
13. REMOVE ALL EROSION CONTROL MEASURES ONCE NEW GRASS
HAS BEEN ESTABLISHED
LANDSCAPE LEGEND :
(1) RED MAPLE "CRIMSON KING" 2 1/2" CAL. B&B
(7) INKBERRY "SHAMROCK" #5 CONTAINER
(3) RHODODENDRON "PJM" #5 CONTAINER
* LANDSCAPE ISLANDS TO HAVE 3" PINE BARK MULCH *
EXISTING 10-12 FT. ARBORVITAE
(11) PROPOSED ARBORVITAE - GREEN GIANT TO REPLACE EXISTING
DEAD SHRUBS AND INFILL GAPS
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND
IRON PIN
FOUND (BENT)
IRON PIPE
FOUND (BENT)
IRON PIPE
FOUND
CONC MON
FOUND
MS
FOUND
SOUTH SATELLITE ROAD
N/F
BRENAMATT PROPERTIES, LLC
VOL: 904 PG: 58
N/F
K R HOLDINGS LLC
VOL: 2502 PG: 342
N/F
DANIEL & JENNIFER
CZAJA
VOL: 1546 PG: 118
N/F
JESSE & JANET
GIAMMARINO
VOL: 1607 PG: 19
EXISTING 1 STORY
MASONRY AND CONCRETE
BUILDING
3,600 SF
43405.2 Sq. Feet
1.00 Acres
LOT AREA :
PROPOSED 1 STORY
ADDITION
5,400 SF
FIN. FLR. 73.23
EROSION & SEDIMENTATION CONTROL PLAN
1" = 20 FT.0 10'20'40'
SILT FENCE
SILT FENCE
TEMPORARY
CONSTRUCTION
ANTI-TRACKING APRON
CONCRETE TRUCK WASH
OUT AREA
CATCH BASIN INLET FILTER
(4 LOCATIONS TYP)
WETLANDS
EXISTING 20FT.
DRAINAGE R.O.W.
IN FAVOR OF
THE TOWN OF
SOUTH WINDSOR
C-102
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.EROSION & SEDIMENTATIONCONTROL PLANESTEEM MANUFACTURING CORP.PROPOSED ADDITIONCONTROL SOIL EROSION TO SURVIVE SEVERE WEATHER CONDITIONS.
A GROUND COVER IS ACHEIVED , WHICH IS MATURE ENOUGH TO BE APPLIED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL
FILL EROSION. WHERE EROSION IS SEVERE , ADDITIONAL MULCH SHOULD
PERIODICALLY, IN PARTICULAR, AFTER A RAINSTORM TO CHECK FOR MANUFACTURER TO ANCHOR MULCH. MULCH MUST BE INSPECTED
HYDOR MULCH AND AEROSPRAY WILL BE USED AS RECOMMENDED BY
COURSE MATTER. CHEMICAL BINDERS SUCH AS PETROSET TERRATRACK
USE STRAW OR HAY ( 70-90 LBS./1000 SF ) FREE OF WEEDS OR
MULCH ( ALL SLOPES 3
100 LBS./1000 SF.
PLUS MAGNESIUM OXCIDE)
FERTILIZE WITH 10-10-10 @ 7.5 LBS./1000 SF. LIME ( 50
RECOMMENDED SEEDING PERIOD.
MEASURES TO PROTECT SITE AND DELAY SEEDING UNTIL THE NEXT
IF SEEDING CANNOT BE DONE WITHIN SEEDING DATES, USE MULCHING
SEPTEMBER 15.
SEEDING DATES : APRIL THROUGH JUNE 15 AND AUGUST 15 THROUGH
WATER CONSERVATION,JANUARY 1985.
AND SEDIMENTATION CONTROL", CONNECTICUT CONCIL ON SOIL AND
SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION
CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND
ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CONSTRUCTION PERIOD IF NECESSARY AS REQUIRED.
ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING
THIS PLAN AS WELL AS AT ALL CULVERT OUTLETS.
HAYBALE AND SILT FENCE FILTERS WILL BE INSTALLED AS SHOWN ON
EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.
TO CONSTRUCTION WHENEVER POSSILBLE AND WILL BE MAINTAINED IN
EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR
15.
DURING THE PERIOD OF APRIL 1 - JUNE 15 ; AUGUST 15 - SEPTEMBER COMPLETION OF GRADING. PERMINATED SEEDING WILL BE SCHEDULED PERMANENT HYDROSEEDING SHOULD TAKE PLACE IMMEDIATELY UPON
WILL BE SCHEDULED AS SOON AS POSSIBLE. TEMPORARY SEEDING OR
LAND DISTURBANCE WILL BE KEPT TO A MINIMUM. RESTABILIZATION
EROSION CONTROL NOTES
FINISHED GRADE
ACCESSIBLE
VAN
PARKING
PERMIT REQUIRED
HANDICAPPED
VIOLATORS
WILL BE FINED
MIN.$150.00
BUILDING FOUNDATION
BUILDING DOWNSPOUT
6"PVC CAP CUT TO ACCEPTDOWNSPOUT
FIN. GRADE
6" PVC RISER
45 DEGREE ELBOW
8" PVC RAINLEADER
TYP. RANLEADER / DOWNSPOUT CONNECTION
N.T.S.
C-103
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.SITE DETAILSESTEEM MANUFACTURING CORP.PROPOSED ADDITIONACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE
TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT
PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER.
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE
TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm)
ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR
PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS. ROLLER GROSS
VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
B
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS
FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER
ABOVE.
CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE
SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
18"
(450 mm) MIN*
6" (150 mm) MIN
12" (300 mm) MIN51" (1295 mm)
30"
(762 mm)
6" DEPTH OF STONE
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
12" (300 mm) MIN
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550
LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW
COLORS.
12x14 OHD12x10 OHDEXISTING BUILDINGPROPOSED ADDITION
PORTAL FRAME
Max. Length of Exit Travel = 102 ft.
ADDITION FLOOR PLAN
1/8"=1'-0"existing overheadexist.
1
2 3 4
5
A
C
F
H
D
B
A
H
G
8'x10' Concrete
HVAC Pad
8'x40' Concrete
Pad
Existing Chain Link FenceX-BRACE
Max. Length of Exit Travel = 72 ft.
E
InsulatedElec. Operator Insulated
Elec. Operator
existing (no work )
New 4x4x1/4" TS
New W12x40
New C10x15.3
A-100
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.ADDITION FLOOR PLANESTEEM MANUFACTURINGPROPOSED ADDITION2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL MECHANICAL CODE
ICC/ANSI A117.1-2009
2018 CONNECTICUT STATE BUILDING CODE
BUILDING CODE DATA TABLE
MAXIMUM LENGTH OF EXIT ACCESS TRAVEL ( TABLE 1017.2 )
USE GROUP : F-2
CONSTRUCTION TYPE : VB
DESIGN OCCUPANT LOAD ( TABLE 1004.1.2 )
ALLOWABLE BUILDING HEIGHT : 2 STORY / 40 FT. ( TABLES 504.4 & 504.3 )
ACTUAL BUILDING HEIGHT : 1 STORY / 27 FT.
ALLOWABLE BUILDING AREA = 13,000 SF ( TABLE 506.2 )
MINIMUM NUMBER OF EXITS REQUIRED = 2 ( TABLE 1006.3.1 )
GENERAL BUILDING LIMITATIONS:
BUILDING CLASSIFICATION: ( EXISTING & ADDITION )
2015 INTERNATIONAL PLUMBING CODE
2017 NATIONAL ELECTRICAL CODE ( NFPA-70)
2015 INTERNATIONAL FIRE CODE
MINIMUM NUMBER OF EXITS
MEANS OF EGRESS:
2015 INTERNATIONAL ENERGY CONSERVATION CODE
MAXIMUM LENGTH OF EXIT TRAVEL = 200 FT.
ACTUAL BUILDING AREA = 8,958 SF
ACTUAL MAXIMUM LENGTH OF TRAVEL = 102 FT.
GROUND SNOW LOAD = 30 PSF
ULTIMATE WIND SPEED = 125 MPH
BUILDING DESIGN LOADS :
WIND EXPOSURE CATEGORY = B
UNIFORM COLLATERAL LOAD = 5 PSF
WIND IMPORTANCE FACTOR = 1.00
GROUND SNOW EXPOSURE FACTOR = 1.0
GROUND SNOW IMPORTANCE FACTOR = 1.0
8,958 SF / 100 = 90 occ.
NUMBER OF EXITS PROVIDED = 3
REQUIRED PLUMBING FIXTURES - 2015 IPC ( Table 403.1 )
Male FemaleRequired ( industrial )
1Water Closet
1Lavatories
Required Provided
1Drinking Fountain
1Service Sink
1
1
1
1
Male Occupants = 45
Female Occupants = 45
ROOF LIVE LOAD = 20 PSF
BUILDING RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR = 1.0
SEISMIC : Ss = 17.8 %
S = 6.4 %1
SEISMIC DESIGN CATEGORY B
SEISMIC SITE CLASS D
Male FemaleProvided
1Water Closet
1Lavatories
1
1
ADDITION SOUTH ELEVATION
1/8"=1'-0"
ADDITION EAST ELEVATION
1/8"=1'-0"
ADDITION NORTH ELEVATION
1/8"=1'-0"
ADDITION WEST ELEVATION
1/8"=1'-0"A-200
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.EXTERIOR ELEVATIONSESTEEM MANUFACTURINGPROPOSED ADDITION
NORTH SIDE BUFFER PLANTINGS ELEVATION ( 5 YEAR GROWTH )
1/8"=1'-0"
NORTH SIDE BUFFER PLANTINGS ELEVATION ( 10 YEAR GROWTH )
1/8"=1'-0"
A-201
Bloomfield, Connecticut.06002
PDS ENGINEERING &
Telephone: (860) 242-8586
FAX (860) 242-8587
107 Old Windsor Road
CONSTRUCTION, INC.LANDSCAPE BUFFER ELEVATIONESTEEM MANUFACTURINGPROPOSED ADDITION
DRAINAGE REPORT
Esteem Manufacturing Corp.
187 South Satellite Road
South Windsor,CT
February 24,2021
Prepared by:
PDS Engineering &Construction Inc.
107 Old Windsor Road
Bloomfield,CT 06002
Project
Esteem Manufacturing Corp.proposes to construct a 5,400 sf addition to their existing facility at 187
South Sateliite Road in South Winsor,CT.
The existing paved parking and loading area,to the south of the existing buiiding,presently drains
directly to the storm drainage in the street.This pavement in this area will be removed and replaced.
There will be no change in runoff or the drainage system.
The existing paved parking and the existing roof leaders,to the north and east ofthe existing building,
presently drains to the existing catch basins and into existing Stormtech subsurface detention chambers.
The underground Stormtech Chambers were designed to handle the storm water runoff from the area
and provide .035 ac/ft of the required .04 ac/ft of Water Quality Volume.
Because there is no proposed change in the impervious cover ,the pre and post stormwater runoff will
remain the same.The required Water Quality Volume (WQV)has been calculated to be .04 ac/ft.
(6)Addition Stormtech chambers have been added to raise the provided Water Quality Volume to .046
ac/ft.
Property
The subject parcel consists of approximately 1.00 acre.The site contains an existing 36005f building
facing South Satellite Road and associated paved parking and loading areas.
The proposed project will add 54005f of industrial space and the remaining paved areas will be repaved.
All storm drainage is to remain,except for the additional Stormtech Chambers for additional Water
Quality Storage Volume.
Summary
Existing Site Runoff &Proposed Site Runoff will remain unchanged
Required Water Quality Volume =.04 ac/ft
Existing Water Quality Volume =.035 ac/ft
Proposed Water Quality Volume =.046 ac/ft
Calculata Water Oualitv Volume
A =1.00 acre
I =O.56/1.00 =.56 (56%)
R =0.05 +0.009 (56)=.55
WQV :(1")(.55 )(1.00 )/12 =0.04 acre/ft
Actual Proposed Volume:
(50)Existing StormTech SC-310 Chambers =1550 cu/ft
(6)Proposed StormTech SC-740 Chambers =490 cu/ft
1550 +490 =2040 cu/ft =.046 acre/ft
PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE:3—2—21
TO:Michael Maniscalco,Walter Summers,Jeff Doolittle,Molly Keays,
Chris Dougan,Heather Oatis,Kevin Cooney,Tony Manfre,
John Caldwell,Andrea Confrancesco,Chris Duchesne,Vincent StetsonFROM:Michele Lipe,AICP,Director of Flaming
The Planning &Engineering Departments have received plans for the following proj ects:
Appl 2 1 -IQP,Esteem Manufacturing Site Plan Modification
Location:187 So Satellite Road
E new street(s)D new detention area
D new open space/recreation area D active Dpassive
Flaming Department notes:
Please comment by 3 -1 9—21 and return to the Flaming Department.
%Site Plan D Subdivision No.Acres 1 Zone I
@ Industrial B Commercial D Residential N0.Lots/Units
Water:&Public D Private Well Sewerage:@ Public D Septic System
Project Description:5,400 sf addition
Future Town-owned property involved?D Yes &No
CAUTION:This email originated from outside your organization.Exercise caution when opening attachments or on clicking links
from unknown senders.
Hello mlipe,
Dan Czaja (Mapman74c@gmail.com)has sent you a message via your contact form (https://www.southwindsor-
ctgov/user/426/contact)at Town of South Windsor CT.
lfyou don't want to receive such e-mails,you can change your settings at https://www.southwindsor—
ctgov/user/426/edit.
Message:
Michelle,
My name is Dan Czaja and i live at 3 Barbara Rd here in South Windsor.ljust wanted to email you to show my general
support to what my neighbor,Jesse Giammorino,stated to you in his email about the expansion of 187 South Satellite
Rd.i have no issue with a business wanting or needing to expand,but it cannot come at the detriment of other
landowners.Please make sure that they abide by the 50 foot wooded buffer and do all that can be done to blockthe
view ofthis expansion from our houses.
Also,i wanted to let you know that even though i am directly behind 187,i never received an abutters notification like
my my neighbor Jesse.
Thank you.
Dan Czaja
Mapman74c@gmail.com
860—918-6284
From:Contact form at Town of South Windsor CT <cmsmailer@civicp|us.com>
Sent:Monday,April 5,2021 10:09 AM
To:Lipe,Michele
Subject:[External][Town of South Windsor CT]187 South Satellite Rd (Sent by Dan Czaja,
Mapman74c@gmail.com)
Planning Department
April 6,2021
PDS Engineering &Construction
Frank Boranski
107 Old Windsor Road
Bloomfield,CT 06002
Dear Mr.Boranski,
Re:Appl.21-12P,Esteem Manufacturing —request for site plan approval for a 5,400 sf additiononpropertylocatedat187SouthSatelliteRoad,l zone
Please be advised that the Public Hearing ofthe Planning &Zoning Commission in the abovereferencedmatterhaswbeeapecheduledforTuesday,April 20,2021 at 7:00 p.m.-w
This meeting will be held online via a WebEx Conference call.Someone must call in torepresenttheapplication.Call-in information will be available when the application for thismeetingispostedandwillbesenttoyou.
One sign advertising the hearing must be posted on the property for ten (10)consecutive dayspriortothehearingandmustbeclearlyvisiblefromatownstreet.The sign must be posted onSouthSatelliteRoadbyFriday,April 9,2021.
Signs can be picked up at the main entrance of Town Hall,1540 Sullivan Avenue,in the largegreyplasticdropoffbinnexttothemainentrance.Please call (860)644-2511 Ext 329 if you haveanyquestions,Monday —Friday,8:00 a.m.—4:30 p.m.
Sincerely,
Lauren Zarambo
Planning Department Secretary
Town Hall 1540 Sullivan Avenue.South Windsor,CT 06074 l Tel (860)644—2511 Ext 329 Q Fax (860)644—3781 i Michele,Lipe@SouthWindsor»CT.gov
Appl #21-12P, Esteem Manufacturing Site Plan Modification
PH April 20, 2021
Planning Department Report
1. Request for site plan modification to construct a 5,400 sf addition to the
existing industrial building, on property located at 187 South Satellite Road, I
zone. This addition is proposed in the existing parking area that was originally
used for outdoor storage of equipment.
2. Lot size of this property is 1 acre. Proposed building height is approximately
31 feet to the eave; 40 feet allowed. Maximum impervious coverage allowed is
65%, 57% proposed. Interior landscaping has been proposed within the parking
areas.
3. There is no outdoor storage proposed on the site plan; however . Outdoor
storage is allowed with PZC approval and appropriate screening.
4. The parking requirement for this manufacturing use is 13 spaces, 15 spaces
have been provided.
5. There are two new overhead doors with windows proposed along the easterly
side of the addition. A new dumpster pad is being added at the northern end of
the parking area that will be enclosed by a six foot fence.
6. New lighting proposed consists of wall paks on the building with full cut off
lighting fixtures.
7. There is a required 50’ buffer along the northern property boundary abutting
residents on Judy and Barbara Lane. The applicant is proposing to supplement
the existing trees with some evergreen plantings at the edge of the existing
parking area. There have also extended and added slats to the existing chain
link fence along the rear of the parking area. The closest activity proposed at
this time is approximately 100 feet from the residential property line. Cross
section of the buffer at the 5 years and maturity have been shown on the plans.
8. There are regulated wetlands to the rear of the property. The IWA/CC
approved this application on April 7 with the recommendation of a $5,000
erosion and sedimentation bond and $10,000 bond for the installation of the
stormwater structures.
9. The site is served by public water and sewer. Water Pollution Control Authority
approval is required.
10. Architectural and Design Review Committee reviewed this site on March 4.
The building colors will match the existing building and a new bronze colored
metal roof will be installed in the front of the building to compliment the
existing trim. They were satisfied with the proposal as presented.
If this application is approved, there are no other approval modifications requested.
1540 SULLIVAN AVENUE 0 SOUTH WINDSOR.CT 06074
TELEPHONE (860)644—2511
CERTIFIED MAIL 7019 0140 0000 2425 7187
April 26,2021
Esteem Manufacturing
C/O PDS Engineering &Construction,Inc.Frank Borawski
1007 Old Windsor RoadBloomfield,CT 06002
Dear Mr.Borawski:
Re:Appl.21—12P,Esteem Manufacturing Site Plan Modification 187 South Satellite Road
We are pleased to adv1se you that the Planmng &Zomng Comrmssron voted on Apnl 20 2021toapproveWlthmod1ficat10nstheabovereferencedapphcatlonforaSltePlanModrflcatlon
This approval is to for a 5,400 sf addition,on property located at 187 South Satellite Road,IzoneasshownonplanspreparedbyPDSEngineenng&Constructlon Inc and MartmSurveyingAssoc1atesLLCdated2/12/2021 as rev1sed This approval 1s subject to thefollowingmodllicatlons
1.Prior to commencement of any site work,a meeting must be held with Town Staff.
2.No building permit will be issued until the fmal mylars have been filed in the TownClerk's office.
3.This application is subject to the conditions of approval of the Inland WetlandsAgency/Conservation Commission,including bonds in the amount of $5,000 to ensurecompliancewiththeerosionandsedimentcontrolmeasuresand$10,000 to ensureestablishmentofstormwatersystem
4.A landscape bond 1n the amount of $5000 ls requlred and must be submltted prior to the1ssuanceofacertificateofoccupancy1fwork1snotcompleted
5.All bonds must be 1n one of the forms described 1n the enclosed Bond Policy
6.An as built plan 1s requlred prlor to lssuance of a Certlflcate of Occupancy per Section913oftheZomngRegulations
7.All plans used 1n the field by the developer must bear the stamp and authorized SignatureoftheTownofSouthWrndsor
8.This approval does not constitute approval of the sanitary sewer which can only begrantedbytheWaterPollutionControlAuthority
9.No building permits Will be issued until the Office of State Traffic Administrationcertificatehasbeenissued(per CGS §14 3 1 1)
,
10.The building street number must be included on the final plan.
ll.Pavement markings must be maintained in good condition throughout the site drives and
parking areas.
12.All free-standing signs and/or building signs require the issuance of a sign permit before
they are erected.
13.The two building mounted lights on the rear of the new addition are to be set on a timer
and go off 1/2 hour after the end of the last shift and/or motion sensor lighting to be
installed.
Black and white transparent mylars of Sheet #’s Cover Sheet and C-lOl with the above
modifications,together with three print copies 0f the entire set of plans with live signatures and
raised seals must be submitted to this Commission to be stamped and signed.The letters of
approval of this Commission and the Inland Wetlands Agency/Conservation Commission 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 ofthe Town Clerk.
Sincerely,
Bart Pacekonis,Chairman
PLANNING &ZONING COMMISSION
BP/llz
Cc:Town Engineer
Chief Building Official
Assessor
Fire Marshal
PLANNING DEPARTMENT
July 28.2025
Bill Jodice
PDS Enginearing and Construction,Inc.
107 Old Windsor Road
Bloomfield,CT 06002
Dear Mr.Jodice:
Re:Appl.21-12P,Esteem Manufacturing
I am pleased to advise you that the South Windsor Planning and Zoning Commission,at its
Regular Meeting on July 22,2025,voted t0 release the following bonds:
Appl.21-12P Esteem Manufacturing Stonnwater Bond in the amount of $10,000 reduced by
$10,000 to leave a balance of—0—.
Appl.21-12P Esteem Manufacturing E&S Bond in the amount of$5.000 reduced by $5,000 to
leave a balance of —0—‘
A check will be mailed to Brenamatt Properties.LLC from the Town of South Windsor.If youhaveanyfurtherquestionscontactthePlanningDepartmentat860—644-251 1.ext.2253.
Thank vou.
Verv truly vours.
Kt at r a)
Kevin Foley.Vice Chairman
PLANNING &ZONING COMMISSION
KF/js
cc:Town Engineer
1540 Sullivan Avenue,South Windsor,ET 05074 i Tel (BED)544-2511 Ext 2329 l Planning@SuuthWindsar-ET.gov