5 11 21 lovato OPERATOR: May 11, 2021 - 8:22am

PLOT DATE: Site Plan Application for New Signage CoverSheet LAYOUT: & Shelter Building Map #39, Lot #57 185 Burnham Street East Hartford, P:\Land Projects\2124-Superior Products Distributors, Inc.-185 Burnham Street, East Hartford CT\dwg\2124 - Cover Sheet.dwg

DRAWING NAME: Sheet Index: Applicant: S1 Property & Topographic Survey Map Superior Products Distributors, Inc. Town of South Windsor 1403 Meriden-Waterbury Road Town of East Hartford C1 Site Improvement Plan Milldale, CT 06467

Eastern Park Burnham St. Road SITE

I-2 Property Owner: McCarthy Concrete Inc. 185 Burnham Street East Hartford, CT 06108

R-2 Consultants: Engineering & Surveying Harry E. Cole & Son P.O. Box 44 - 876 South Main Street KEY MAP Plantsville, Connecticut 06489 SCALE: 1"=1000' Tel. (860) 628-4484 Fax (860) 620-0196

PREPARED FOR Superior Products Distributors, Inc. May 5, 2021

Revision Table May 5, 2021 First Submittal Set #2124 lovato OPERATOR:

LEGEND May 11, 2021 - 8:22am = Existing utility pole

= Existing light pole PLOT DATE: S1 = Existing fire hydrant BENCHMARK Mag. Nail in SNET #4029 = Existing water valve BURNHAM LAYOUT: ELEV. = 58.09 (NAVD 88 DATUM) = Existing gas valve STREET = Existing underground pipe

= Existing edge of pavement Railroad Crossing Ex. CB SNET Striping TF=56.47 = Existing bituminous concrete lip curb #4029 Ex. CB(Double) TF=54.64 Fire SNET = Existing well Sign Hydrant #4028 Water Valve(Typ.) = Existing catch basin 57 Ex. San.MH 56 58 TF=58.25 N = Existing drainage manhole 55 Ex. CB(Double) Ex. CB S43° 18' 03"E Gas TF=54.84 TF=56.47 Ex. San.MH N86° 42' 43"E 57.1 57.4 27.19' Valve(Typ.) = Existing sanitary manhole 56.6 TF=55.53 342.66' 56.1 Ex. San.MH 55 55.7 N/F Conc. Walk = Existing utility box TF=55.41 55.0 Edge of Bit. Curbing Sign 54.9 Chain Link Fence 57.1 54.9 17.5' STATE OF CONNECTICUT 57.5 Ramp = Existing contour Conc. Walk Gate Entrance 57.4 SNET #5098 Water Chain Link Fence Chain Link Fence CL&P = Existing spot elevation Valve(Typ.) #5296 Utility

Conc. NAD 83 Pole Block 56 Sign = Existing iron pin Water 56.4 57.0 56.3 45.2' Elect. Meter (Typ.) 56.0 57.3 57.0 56.9 Meter = Existing drill hole Bituminous 57.5 56.8

57 Pavement Bilco 35.2' Bituminous 33.5' Pavement = Existing monument 56.3 56.5 56.6 56.1 A/C Gas Meter 57.4 Ex.IP Units Gate Entrance (Bent) 56.9 Steps 57.5 56.9 57 7.4' 57.5 FFE=61.6 56.9 56.9 55.6' FFE=57.4 Conc. Gate Entrance Pad 56.4

P:\Land Projects\2124-Superior Products Distributors, Inc.-185 Burnham Street, East Hartford CT\dwg\2124 - Property & Topographic Survey.dwg 57.1 56.8 56.7 56.8 57.2 56.9 56.8 57.3 56.4

Edge of Bit. Curbing

Bituminous Pavement

56.5 Chain Link Fence Chain Link Fence w/Barb Wire DRAWING NAME:

GFE=57.1 GFE=61.6 57 56.5 57.2 57.1 57.0 57.0 Overhang N/F 57.7 INDIAN RIVER ROAD ASSOCIATES EXISTING EASTERN PARK LLC 57 BUILDING 56.5 57.6 57.7 56

#185 160.0' Conc. Pad PARCEL AREA S3° 39' 27"E

282.85' ROAD

160.2' 109,610 Sq. Ft. 57.2 56.4 57.0 Gravel Area N3° 39' 28"W 2.52 Acres 56.8

306.00' 57.2 57.1 56.7 56.5 55.8 CL&P #5295 56.3

57.3 57.8 56.8 58

Containers 57.2 Storage 57.0 BENCHMARK GFE=57.3 Mag. Nail in CL&P #5295 SURVEY NOTES: Bituminous ELEV. = 58.09 Pavement (NAVD 88 DATUM) 56.4 1. This map has been prepared pursuant to the Regulation of Connecticut State Agencies Sections 57.6 57.6 GFE=61.7 57.7 185.1' 20-300b-1 through 20-300b-20 and the "Standards for Surveys and Maps in the State of 110.0' 64.9' 57.8 56.5 Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 57.5 57.0 Steps 57.3 1996. 57.8 57.8 Conc. Pad 56.2 2. Type of survey performed: Property & Topographic Survey 57.2 56.6 56.2 Gravel Area 3. Boundary determination category: Resurvey 57.4 Conc. Pad 57.2 57.1 56.6 56.2 4. Class of accuracy: 57.3 55.2 92.4' Ex. San.MH Horizontal: A-2 56.9 55.8 57.1 57.2 56 TF=55.34 Ex. CB Vertical: T-2 TF=54.95 56.4 56.3 56.8 5. The intent of this map is to depict or note the position of boundaries with respect to: (A) locations 55.9 57 57.0 Tie to Ex. IP(Bent): of all boundary monumentation found or set; (B) Apparent improvements and features, including as a 55.8 N86° 54' 568"E minimum: dwellings, barns, garages, sheds, driveways, roadways, surface utilities, visible bodies of 56.9 52.00' 56.4 55 water and swimming pools; (C) record easements and visible means of ingress and egress; (D) 56.0 55.1 record and apparent means of ingress and egress; (E) lines of occupation, including as a minimum: 56 59 Ex.IP 58 Ex.IP (Bent) fences, walls, hedges and yards; (F) deed restrictions pertaining to the location of buildings or other 57 56.8 360.00' apparent improvements; (G) unresolved conflicts with record deed descriptions and maps; (H) all 55.6 56.4 Chain Link Fence w/Barb Wire apparent boundary encroachments; and (I) monumentation required to be set at all corners created S86° 20' 33"W Ex.IP (Bent) CL&P by a deflection angle of not less than 70 degrees between two consecutive courses at an intervals #5294 not to exceed 600 feet (180 meters) along the boundaries between said corners, except where Fire Hydrant natural or man-made monumentation defines or occupies the line. Water Valve(Typ.) 6. Map References:

a) "Map of Eastern Park Road, Burnham St.-East Hartford, Conn.; Scale:1"=100'; Dated: Nov. 22, Ex. San.MH 1964; Last Revised: May 4, 1966 by Hayden L. Griswold C.E.. Filed as Map 415 at the E.H.L.R." TF=54.52 N/F b) "Federal Aid Project No. STPH-2255(2) Right of Way Survey Town of East Hartford Map INDIAN RIVER ROAD ASSOCIATES Showing Land Acquired from 185 Burnham Street, LLC by The State of Connecticut Department of LLC Transportation Reconstruction of Burnham Street; Scale:1"=250'; Dated: March 1999 by Purcell Associates. Filed as Map 2442 at the E.H.L.R."

7. Per agreement with property owner no boundary corners were set by this survey unless noted hereon. All monumentation found is depicted or noted hereon.

8. Zone: I-2

9. Total area: 109,610 Sq. Ft. - 2.52 Acres

10. Owner: McCarthy Concrete Inc. S1

11. Town of East Hartford Assessors Map #39 Lot #57 Property & Topographic Survey Map

12. Filed in Volume 3643, Page 80 of the Town Clerk's office. Prepared For 13. Contour interval is one(1) foot. SUPERIOR PRODUCTS 14. Existing contours generated from field topography. DISTRIBUTORS, INC. DATE REVISION 185 Burnham Street 15. This survey does not include the location of any underground improvements or encroachments, To the best of my knowledge and belief, this subsurface utility lines or buried debris. Nor does it necessarily reflect the existence of any waste East Hartford, Connecticut map is substantially correct as noted hereon. dumps or hazardous materials. The underground items depicted or noted are approximate and are April 13, 2021 Scale: 1" = 30' 876 South Main Street Tel: (860) 628-4484 not guaranteed. Notify "CALL BEFORE YOU DIG" 1-800-922-4455 prior to any excavation 30' 15' 0 15' 30' P.O. Box 44 Fax: (860) 620-0196 #70145 operations. Plantsville, CT 06479 - 0044 www.hecole.com Stephen M. Giudice, L.S. Reg. No. NOT VALID UNLESS EMBOSSED SEAL OR STAMP IS AFFIXED HERETOF.B. #: PROJECT #: 2124 lovato LEGEND ZONING INFORMATION

OPERATOR: ITEM REQUIRED PROVIDED

CURRENT ZONE I-2 I-2

PROPOSED ZONE I-2 I-2

PROPOSED USE STORAGE FACILITY STORAGE FACILITY

May 11, 2021 - 8:22am TP LOT AREA 20,000 SQ.FT. 109,610 SQ. FT.

LOT WIDTH 100 FT 369.85 FT PT

FRONT YARD SETBACK 25 FT 17.5 FT (Existing) PLOT DATE: G.T.D. C1 SIDE YARD SETBACK 30 FT TOTAL / 64.9 FT (CORNER LOT) 20 FT on Street Side

REAR YARD SETBACK 25 FT 92.4 FT LAYOUT: NORTH MAX. BUILDING HEIGHT 50 FT <50 FT

MAX. BUILDING COVERAGE 75 % 17.5%

MAX. IMPERVIOUS COVERAGE 85 % 81.6% Town of South Windsor Town of East Hartford Burnham St. SITE

I-2 Existing Curb Cut BENCHMARK N (Public) Mag. Nail in SNET #4029 PROPOSED HANDICAP PARKING ELEV. = 58.09 SPACE WITH SIGNAGE (NAVD 88 DATUM) BURNHAM B-1A Existing Curb Cut R-2 (Deliveries) 876 South Main Street Tel: (860) 628-4484 STREET P.O. Box 44 Fax: (860) 620-0196 Railroad Crossing Ex. CB SNET Plantsville, CT 06479 - 0044 www.hecole.com Striping TF=56.47 #4029 Existing Curb Cut Ex. CB(Double) (Deliveries) TF=54.64 Fire SNET Sign Hydrant #4028 Water SCALE: 1"=±1,000' Valve(Typ.) 57 Ex. San.MH 56 58 TF=58.25 55 PROJECT NAME: Ex. CB(Double) Ex. CB S43° 18' 03"E Gas TF=54.84 TF=56.47 Ex. San.MH N86° 42' 43"E 57.1 57.4 27.19' Valve(Typ.) 56.6 TF=55.53 342.66' 56.1 Ex. San.MH 55 55.7 Edge of Bit. Curbing Conc. Walk TF=55.41 55.0 Sign Chain Link Fence 57.1 185 BURNHAM

P:\Land Projects\2124-Superior Products Distributors, Inc.-185 Burnham Street, East Hartford CT\dwg\2124 - Site Improvement Plan.dwg 54.9 54.9 17.5' 57.5 Ramp Conc. Walk Gate Entrance 57.4 SNET #5098 Water Chain Link Fence Chain Link Fence CL&P STREET Valve(Typ.) #5296 Utility Conc. Pole Block 56 Sign DRAWING NAME: Water 56.4 57.0 56.3 45.2' Elect. Meter (Typ.) 56.0 57.3 57.0 EAST HARTFORD, 56.9 57.5 Meter 56.8 Bituminous 25' Front Yard

57 CONNECTICUT Pavement Bilco 35.2' Bituminous

33.5' Office Space 56.3 56.5 56.6 Ex. Concrete Stairs Pavement 56.1 A/C 1,592 SF Gas Meter 57.4 Ex.IP Units Gate Entrance (Bent) 56.9 Steps 56.9 57 57.5 7.4' 57.5 FFE=61.6 Ex. 16'x2.5'x0.5' Building 56.9 56.9 55.6' FFE=57.4 57.3 Conc. Gate Entrance Display Sign Location Ex. 4'x'8'x1' 61.557.3 Pad 56.4 57.1 Free Standing Sign 61.5 56.8 56.7 56.8 57.2 56.9 (15' To Grade) 56.8 57.3 56.4 PREPARED FOR:

Edge of Bit. Curbing

Bituminous Ex. Concrete 8.7'x30' PROP. 20'x3 1' BUILDING Pavement ADA Compliant Ramp 56.5 Chain Link Fence 2 Chain Link Fence w/Barb Wire DISPLAY SIGN LOCATION w/ Metal Railings GFE=57.1 GFE=61.6 59.7 57 56.5 57.2 SUPERIOR 57.1 57.0 57.0 Overhang N/F Showroom 57.7 PRODUCTS INDIAN RIVER ROAD ASSOCIATES EXISTING

10' Side Yard EASTERN PARK LLC 57 BUILDING 56.5

57.6 57.7 56 DISTRIBUTORS, INC. #185 160.0' Conc. Pad S3° 39' 27"E

282.85' ROAD 160.2' 57.2 56.4 57.0 Shop Gravel Area N3° 39' 28"W 56.8

306.00' 57.2 57.1 56.7 56.5 Ex. 4'x4' Concrete 55.8 CL&P Landing 20' Side Yard (Corner Lot) #5295 56.3 Sheet Description: 57.3 57.8 56.8 58

Containers 57.2 Storage 57.0 Ex.Metal Stairs Storage BENCHMARK GFE=57.3 Mag. Nail in CL&P #5295 Bituminous ELEV. = 58.09 Pavement (NAVD 88 DATUM) 56.4 SITE 57.6 57.6 GFE=61.7 57.7 185.1' IMPROVEMENT 64.9' 110.0' 56.5 57.5 57.8 PLAN 57.0 Steps 57.3 57.8 57.8 Conc. Pad 56.2

57.2 56.6 56.2 Gravel Area 57.4 Conc. Pad 57.2 57.1 56.6 Scale: 56.2 57.3 55.2 30' 15' 0 15' 30' 92.4' Ex. San.MH 56.9 55.8 57.1 57.2 56 TF=55.34 Ex. CB 40' TF=54.95 1"=30' 56.4 56.3 56.8 55.9 Date: May 5, 2021 57 57.0 Tie to Ex. IP(Bent):

26' 25' Rear Yard 55.8 N86° 54' 568"E SITE PLAN NOTES: 56.9 Project #: 2124 F.B. #: 56.4 52.00' 1. Owner: McCarthy Concrete Inc. 55 56.0 55.1 2. Applicant: Superior Products Distributors, Inc. 56 59 Ex.IP Drawn By: JML Approved By: BNB 3. Street #: 185 Burnham Street 57 58 Ex.IP (Bent) 4. Area of Parcel: 109,610 Sq. Ft. - 2.52 Acres 56.8 360.00' Revisions: 55.6 56.4 Chain Link Fence w/Barb Wire 5. Parcel is zoned: I-2 S86° 20' 33"W Ex.IP Date: Descriptions: 6. Present use: Storage Facility (Bent) CL&P #5294 ------7. Proposed use: Storage Facility PROPOSED 30'x60' SHELTER Fire Hydrant 8. No Wetlands are present per the Town of East Hartford Wetland Map. STRUCTURE (18' CENTER HEIGHT) Water ------9. Site to be serviced by town water and sewer. Valve(Typ.) ---- 10. All work in connection with this plan shall be completed within five years of the date of approval, or the ---- approval is no longer valid. ------11. Erosion and Sedimentation control shall conform to the "Connecticut Guidelines for Soil Erosion and N/F Ex. San.MH Sediment Control" dated May 2002, and amended to date. INDIAN RIVER ROAD ASSOCIATES TF=54.52 12. All site work shall conform to specifications as outlined in C.D.O.T. Form 818, dated January 2021 and LLC amended to date. 13. Any regulated activity in a designated Inland Wetland not a part of this plan shall require a separate Inland Wetland Permit. 14. Maximum earth slopes shall be two feet horizontal to one foot vertical. 15. All areas disturbed by construction to be restored with 4" of loam and seeded. 16. All exterior light fixtures shall be LED and full cutoff fixtures with recessed lenses. Sheet #: 17. Sanitary service connection for domestic\office waste only. No industrial waste shall be discharged. 18. Water service sizing to be determined by the Metropolitan District Commission upon receipt of all pertinent water fixture data. R 19. Town of East Hartford Planning and Engineering Departments to be notified at (860)-291-7380 and (860)- 291-7301, 24 hours before site grading begins. 20. Prior to any excavation, contractor to notify "CALL BEFORE YOU DIG," 1-800-922-4455. 21. All existing utilities are from best available information, contractor to verify all locations, dimensions, and Know what's elevations prior to construction. Notify Engineer of any discrepancies. below. C1 22. No floor drains are proposed. Floor drains are not allowed without obtaining Connecticut DEEP permits. Callbefore you dig. #13653 23. Building permit required for construction of retaining walls over 3-ft tall. Design of retaining walls shall be Barton N. Bovee P.E. provided by structural/geotechnical engineer prior to construction of walls. Reg. No. NOT VALID UNLESS EMBOSSED SEAL OR STAMP IS AFFIXED HERETO