EAST HARTFORD PLANNING AND ZONING COMMISSION
DESIGN REVIEW MINUTES
A Design Review Meeting of the EAST HARTFORD PLANNING AND ZONING COMMISSION was held in the Town Council Chambers, 740 Main Street, East Hartford, Connecticut on June 27, 2007.
The meeting was called to order at 7:05 p.m.
ROLL CALL
PRESENT:
Anthony F. Kayser; Chairman;
Elaine Carey; Vice-Chairman;
Kathleen Salemi; Secretary;
John Grottole;
Paul J. Roczynski;
Thomas Fitzgerald;
Travis Simpson; (Alternate);
ABSENT:
John Ryan;
Peter Bonzani; (Alternate);
Catherine Condio; (Alternate);
ALSO PRESENT:
Michael Dayton, Town Planner
M. Denise Horan, Town Engineer
Chairman Anthony Kayser declared a quorum present. Chairman Kayser appointed Alternate Travis Simpson to vote in the absence of John Ryan. Chairman Kayser stated that the Commission would be voting with seven members.
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Site Plan Application – 400 Main Street, Installation of a new electrical substation to an existing industrial manufacturing facility adjacent to the Pratt & Whitney Engineering Building.
Applicant: Edwin C. Rimpley, MACTEC Engineering & Consulting
Upon a motion by Kathleen Salemi, seconded by Paul Roczynski, it was Voted (7-0) to Approve the above Site Plan Application with the following conditions:
1. In evaluating this application, the Planning and Zoning Commission has relied upon information provided by the applicant and, if such information subsequently proves to be false, deceptive, incomplete, and / or inaccurate, this permit shall be modified suspended or revoked.
2. Final plans are to be signed and stamped (ink & impression) by the Design Engineers.
3. Roof drains from the proposed building are to be connected to a drainage system.
4. Provide lines and labels for proposed roof drains – size, material, length, slope and inverts.
5. Provide calculations for sizing of roof drains – rational method, 25 year storm event.
6. Provide a catch basin or manhole where roof drains connect to the existing storm drainage system.
7. The use of PVC/HDPE pipe under paved areas requires 3’ minimum cover.
8. Provide proposed spot grades at corners of building.
9. Provide lines and labels for limits of new pavement/limits of construction.
10. Provide lines and labels for existing catch basins in the vicinity of proposed building.
11. Provide erosion and sedimentation control measures at existing storm drainage structures – label accordingly.
12. Provide a material stockpile area erosion and sedimentation control measures – label area accordingly.
13. Provide “Call Before You Dig” notes on the plan.
14. Provide a bench mark on the plans – note elevation.
15. Provide a note on the plans – provide 18” horizontal/vertical clear distance between existing and proposed underground utilities.
16. Provide detail for proposed foundation vs existing electrical conduits.
17. Provide dimensions and dimensional ties to proposed conduit trestle – label accordingly.
18. Provide label for existing structure adjoining proposed trestle.
19. Provide labels for edge of road.
20. Provide additional labels in the legend – what is 523C and JP43.
21. Provide labels for limits of existing gravel surface vs bituminous pavement.
22. Provide proposed spot grades in the parking lot – need to provide positive grading around the proposed addition.
23. Provide sheet No. 14 with the set of plans
24. Revise drawing index on cover sheet – provide lines thru sheets not included with submission.
25. Provide construction details on the plans – gravel surface and erosion control measures at catch basins.
Site Plan Application – 400 Main Street, a.k.a. Pratt & Whitney Building G, Installation of new windows, metal siding and construction of a new entrance to an existing industrial manufacturing facility.
Applicant: Donald P. Crowe AIA- The S/L/A/M Collaborative
Upon a motion by John Grottole, seconded by Thomas Fitzgerald it was Voted (7-0) to Approve the above Site Plan Application with the following conditions:
1. In evaluating this application, the Planning and Zoning Commission has relied upon information provided by the applicant and, if such information subsequently proves to be false, deceptive, incomplete, and / or inaccurate, this permit shall be modified suspended or revoked.
2. Final plans are to be signed and stamped (ink & impression) by the Design Professional.
3. Provide a plan showing location of required parking for the modifications to building “G”
4. Provide approval block and inspection note on the cover sheet.
5. Provide a 1” = 200’ vicinity map of the area as per section 705.2b.3 of the zoning regulations.
6. Revise scale of sheet L101 – change to 1” = 20’
7. Provide dimensions for the proposed addition
8. Provide “Call Before You Dig” notes on the plan.
9. Provide a bench mark on the plans – note elevation.
10. Provide erosion and sedimentation control measures at existing catch basins – label accordingly.
11. Provide lines and labels for existing and relocated gas line.
12. Provide labels for the height of the proposed chain link fence.
13. Provide additional proposed spot grades in the parking lot – need to provide positive grading around the proposed addition.
14. Provide a north arrow on the “Campus Overall Plan” – sheet GC01
15. Provide construction details on the plans pavement patch, erosion control measures at catch basins, guide rail and pipe/trench detail.
Site Plan Application – 417 School Street, Installation of a chain link fence, underground propane tank and parking lot expansion, and associated storm water drainage to an existing industrial building.
Applicant: Zuvic Associates
Upon a motion by Elaine Carey, seconded by Paul Roczynski, it was Voted (7-0) to Approve the above Site Plan Application with the following conditions:
1. Street address number shall be placed on the front façade and/or on a ground sing, 6” height minimum.
2. In evaluating this application, the Planning and Zoning Commission has relied upon information provided by the applicant and, if such information subsequently proves to be false, deceptive, incomplete, and / or inaccurate, this permit shall be modified suspended or revoked.
3. Final plans are to be signed and stamped (ink and impression) by the Professional Engineer and Land Surveyor.
4. Provide a bench mark on the plans.
5. Provide an erosion and sedimentation control narrative.
6. Revise layout of proposed bump out adjacent to the angle parking along the southerly side of the site – remove diagonal and square off island.
7. Provide additional construction details on the plans – pavement and concrete drywell, handicap sign and post.
8. Check existing grades along the northwesterly corner of proposed parking and then running easterly 70 +/- feet - existing contours do not agree with field conditions.
9. Provide pre-cast concrete structures for the drywell system – H20 loading – adjust details for access manholes, interconnection of drywells and overflow pipe.
10. Revise material for bulkheading proposed 12” pipe - use ¼” steel plate.
11. Revise the material for the proposed roof drains - the use of PVC/ADS pipe under paved areas requires 3’ minimum cover – several pipe runs do not have the required cover.
12. Provide a concrete dolly pad for the trailer.
13. Provide all necessary details for the installation of the underground propane tank including loading requirements, layout of piping, etc.
14. The East Hartford Fire Marshall is to approve all aspects for the installation of the propane tank - provide documentation.
15. Provide lines and labels for proposed contour 54 located to the west of the proposed propane tank.
16. Provide a handicap sign and post at the parking space – note location on plans.
17. Site Modification Bond set in the amount of $30,700.00.
DRAINAGE COMMENTS
1. Provide a drainage catchment area map (to scale) – include critical path
2. Provide calculations for sizing of the drywells as per section 5H. of the design manual.
3. Provide pipe sizing calculations.
4. Provide inlet capacity analysis for the catchbasin.
5. Drainage calculations have not been reviewed pending receipt of revised data.
Site Plan Application – 186 Brewer Street, Construction of a 5,670 square foot boat maintenance facility, parking lot and associated storm water drainage.
Applicant: Cabela’s Retail, Inc.
Upon a motion by John Grottole, seconded by Kathleen Salemi, it was Voted (7-0) to Approve the above Site Plan Application with the following conditions:
1. Street address number shall be placed on the front façade and/or on a ground sing, 6” height minimum.
2. In evaluating this application, the Planning and Zoning Commission has relied upon information provided by the applicant and, if such information subsequently proves to be false, deceptive, incomplete, and / or inaccurate, this permit shall be modified suspended or revoked.
3. Final plans are to be signed and stamped (ink and impression) by the Professional Engineer, Land Surveyor and Soil Scientist.
4. All piles of construction debris and old pavement located to the north of the proposed detention basin are to be removed – label accordingly. The Connecticut Environmental Protection Agency is to be notified of the activities – provide documentation prior to start of construction. Provide appropriate erosion control measures.
5. Provide a stand alone Maintenance & Operation plan for the site when construction is completed – all measures and scheduled inspections are to be based on recommendations in the 2004 Connecticut Stormwater Quality Manual. Refer to manual for sample plan. Embankment wall is subject to Connecticut General Statutes as per section 22a-401 through 22a-411 as referenced in the 2004 Stormwater Quality Manual.
6. Prior to the start of construction, provide the Town copies of approved shop drawings (signed and stamped by a Geotechnical Engineer) for the design of the earth embankment wall – note accordingly on plans. Include all necessary plans and specifications with the plans.
7. Plans for the embankment wall are to be submitted to the Connecticut DEP Inland Water Resource Division prior to the start of construction – provide documentation to the Town.
8. Provide catch basins along the entrance of the driveway – drain to an underground drywell system. Provide an access manhole on the system. Include all necessary details, dimensions, etc.
9. Provide a yard drain with dome in place of trench drain in the front of the building – connect to a drywell system (see comment # 8). Provide all necessary details and calculations for sizing.
10. Provide a concrete drywell system for the roof drains - provide an access manhole on the system. Include all necessary details, dimensions, H20 loading, etc.
11. Revise the detail for the infiltration trench as per recommendations in the 2004 Connecticut Stormwater Quality Manual – depth of the trench is to be minimum of 42” deep. Provide yard drains with domes along the trench – pipe is to connect to a perforated underdrain system in the trenches – include all necessary details, dimensions, etc.
12. Reduce the width of the curb cut to 30’ at the street line of Brewer Street – label width accordingly. The additional width of 25 feet at the street line may be acceptable subject to providing additional measures along the driveway and curbing.
13. Provide granite stone curbing along the gutter of Brewer Street. Where trucks cross the curbing, provide 3” reveal on curbing. Label and dimension accordingly.
14. Provide concrete or heavy duty paving stones along that area of the driveway where trucks will track across the driveway – include details and dimensions.
15. Revise the detail for the earth embankment wall – provide a minimum top width of 8 feet as per section 10.11-5 of the DOT drainage manual
16. Provide the Town copies of all approved shop drawings for site conditions.
17. Mill and pave that portion of Brewer Street where utility patches are required. Provide lines and labels for limits of pavement repair – provide pavement repair detail.
18. The Fuss & O’Neill plans dated 4/06 indicate that there is an “Environmental Area” on the site of the project. Provide a report as to issues and restrictions on the site.
19. Provide a detailed plan on how impacted material will be handled and addressed.
20. Provide lines and labels for line of sight at driveway – check existing and proposed trees and shrubs on adjacent properties.
21. UTC/Pratt & Whitney needs to grant “rights to drain” from the Cabela’s site - provide documentation.
22. Turning movements (car with boat) entering and exiting the building does not work with width of doors shown – revise accordingly.
23. Provide access manholes to grade for the oil/water separator – include frame elevations for all manholes.
24. Provide additional information on the demolition plan – trees, fencing, pavement to the north of access road, utility pole/guy, etc.
25. Provide information as to where existing electric will be relocated to.
26. Revise location of the handicap sign at the parking space – 2 feet behind curbing – label accordingly.
27. Provide additional information within 200 feet of the site, showing existing conditions as per section 705.2b.3 of the regulations
28. Check and revise house number for property located to the west of proposed building – label numbers on all sheets.
29. Provide labels as to the source of the soil type information.
30. Provide additional information on the dumpster for the site – include dimensional ties and size.
31. Provide a detail plan of the boat hoist – include dimensions.
32. Provide lines and labels for federal wetlands.
33. Provide additional dimensions for the layout of the site including basins.
34. Provide labels for concrete walk/curb at handicap space and at overhead door.
35. Provide a guide rail along the southerly side of the detention basin.
36. Provide 1 ½” lip at driveway apron – provide existing and proposed spot grades – include a typical section.
37. Provide additional construction details on the plans – pavement patch, type II catch basin, catch basin hood, knee wall, concrete walk/curbing, layout (expansion joints) for concrete slab, wheel stop, trash rack, anti seep collar, guide rail, grate on overflow structure, pipe cleanout etc.
38. Revise construction details - pavement design – 2” class II surface & 2” class I binder, truck dock pavement (and dumpster pad) – 8” concrete with 9” gravel base. Provide layout plan for expansion joints in ramp – label accordingly.
39. Provide dimensions for the knee walls.
40. Provide pipe cleanouts for the roof drainage system – label accordingly.
41. Provide lines and labels where the electric and telephone conduits will connect to – label accordingly.
42. Provide schedule for PVC pipes.
43. Provide dimensions and dimensional ties for the layout of the cedar fence.
44. Check and revise location of proposed plantings – several in conflict with underground utilities.
45. Provide location of test pits and data on the plans.
46. Provide a 10’ wide access road to the bottom of the detention basin.
47. Revise location for the emergency spillway in the detention basin – limited cover over outlet pipe.
48. Provide a different approach to the design of the orifice in the outlet structure – 2” pipe very susceptible to clogging.
49. Provide temporary construction fencing along the Brewer Street side of the site – label accordingly.
50. Site Modification Bond to be set at a future date.
DRAINAGE COMMENTS
1. Revise the proposed drainage area map to include those areas adjacent to the site that contribute to the infiltration trenches.
2. Provide pipe sizing calculations for proposed catch basins in the driveway (see comment # 8)
3. Provide calculations for sizing of drywells in front of building.
4. Provide tailwater calculations for the outlet pipe in the detention basin – revise basin sizing calculations accordingly – refer to CONN DOT drainage manual.
5. Provide calculations for sizing of all temporary basins.
6. Revise Storm Water Management Report accordingly
Soil-Erosion AND Sedimentation Control Application: 186 Brewer Street, Construction of a 5,670 square foot boat maintenance facility, parking lot and associated storm water drainage
Applicant: Cabela's Retail, Inc.
Upon a motion by Elaine Carey, seconded by Kathleen Salemi, it was Voted (7-0) to Approve the above Soil Erosion and Sedimentation Control Application with the following conditions:
1. Final plans are to be signed and stamped (ink and impression) by the Professional Engineer, Land Surveyor and Soil Scientist.
2. All piles of construction debris and old pavement located to the north of the proposed detention basin are to be removed – label accordingly. The Connecticut Environmental Protection Agency is to be notified of the activities – provide documentation prior to start of construction. Provide appropriate erosion control measures.
3. Provide measures to treat stormwater runoff from the site prior to draining to the detention basin – the 2004 Connecticut Stormwater Quality Manual states that dry detention basins are not to be used for water quality. Include details, dimensions, calculations, etc.
4. Provide outlet protection for all flared end sections – label accordingly.
5. Provide construction details for all rip rap outlet protection – dimension accordingly.
6. Provide temporary grades and dimensions for layout of “temporary sediment trap” basins #1 and #2.
7. Revise the detailed sequence of operations as per section 217.3 of the regulations – read section - erosion and sedimentation control measures, grading activities, construction activities, restoration of site, etc.
ADJOURNMENT
The meeting adjourned at 7:45 p.m.
Respectfully submitted,
Kathleen Salemi, Secretary
Town Planning & Zoning Commission
KS/mc
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EAST HARTFORD PLANNING AND ZONING COMMISSION
REGULAR SESSION MINUTES
The Regular Session Meeting of the EAST HARTFORD PLANNING AND ZONING COMMISSION was held in the Town Council Chambers, 740 Main Street, East Hartford, Connecticut on June 27, 2007.
The meeting was called to order at 11:15 p.m. immediately following the Public Hearing.
ROLL CALL
PRESENT:
Anthony F. Kayser; Chairman;
Elaine Carey; Vice-Chairman;
Kathleen Salemi; Secretary;
John Grottole;
Paul J. Roczynski;
Thomas Fitzgerald;
Travis Simpson; (Alternate);
ABSENT:
John Ryan;
Peter Bonzani; (Alternate);
Catherine Condio; (Alternate);
ALSO PRESENT:
Michael Dayton, Town Planner
M. Denise Horan, Town Engineer
Due to the lateness of the hour, it was the consensus of the Commission to postpone the Regular Session Meeting to a Special Meeting on Wednesday, July 11, 2007, at 5:00 p.m. in the Town Council Chambers.
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APPROVAL OF MINUTES
Design Review Minutes – June 13, 2007
It was the consensus of the Planning and Zoning Commission to TABLE the approval of the above minutes until July 11, 2007.
Regular Session Minutes – June 13, 2007
It was the consensus of the Planning and Zoning Commission to TABLE the approval of the above minutes until July 11, 2007.
ZONE CHANGE APPLICATION: Residence 3 (R-3) to Incentive Development Zone (IDZ) on 1.47 acres of land located at 364 Silver Lane.
Assessor’s Map #25, Lot 23
Applicant: James Zafiris
(Postponed from the June 13, 2007 Public Hearing)
It was the consensus of the Planning and Zoning Commission to TABLE the above Zone Change Application until the Special Regular Session Meeting on July 11, 2007.
SPECIAL PERMIT USE APPLICATION: Under Section 402.2 (p) and 402.2 (e) to allow a restaurant/automobile oriented use with drive-through facilities on land located at 364 Silver Lane.
Assessor’s Map #25, Lot 23
Applicant: James Zafiris
(Postponed from the June 13, 2007 Public Hearing)
It was the consensus of the Planning and Zoning Commission to TABLE the above Special Permit Use Application until the Special Regular Session Meeting on July 11, 2007.
SITE PLAN APPLICATION: 364 Silver Lane, Construction of a 2,506 square foot automobile oriented restaurant, parking lot and associated storm water drainage
Assessor’s Map #25, Lot 23
Applicant: James Zafiris
It was the consensus of the Planning and Zoning Commission to TABLE the above Site Plan Application until the Special Regular Session Meeting on July 11, 2007.
SOIL EROSION AND SEDIMENTATION CONTROL APPLICATION: 364 Silver Lane, Construction of a 2,506 square foot automobile oriented restaurant, parking lot and associated storm water drainage
Assessor’s Map #25, Lot 23
Applicant: James Zafiris
It was the consensus of the Planning and Zoning Commission to TABLE the above Soil Erosion and Sedimentation Control Application until the Special Regular Session Meeting on July 11, 2007.
RESUBDIVISION APPLICATION OF BURNHAM MEADOWS: Preliminary Layout Approval, eight (8) Lots on 9.75 Acres of land located at 347A King Street (corner of Brook Street and King Street)
Assessor’s Map 28 Lot# 88A
Applicant: Anthony Jetmore and Ryan Ladd
It was the consensus of the Planning and Zoning Commission to TABLE the above Resubdivision Application until the Special Regular Session Meeting on July 11, 2007.
ZONE CHANGE APPLICATION: Residence 1 (R-1) to Design Development District II (DDD-2) on a vacant 28.46-parcel of land with 22.79 acres to be changed from R-1 to DDD-2 located at 90 Long Hill Road (Rear) for the construction of 41 units of age restricted residential development.
Assessor’s Map# 60, Lot# 39A
Applicant: Fairway Crossing, LLC
It was the consensus of the Planning and Zoning Commission to TABLE the above Zone Change Application until the Special Regular Session Meeting on July 11, 2007.
SPECIAL PERMIT APPLICATION: Under Section 207.10 (a) & 207.9 to allow a magnet elementary school use on land located at Forbes Street/Leonard Drive adjacent to the East Hartford High School.
Assessor’s Map #44 & 33 Lot# 1
Applicant: Town of East Hartford Board of Education
It was the consensus of the Planning and Zoning Commission to TABLE the above Special Permit Application until the Special Regular Session Meeting on July 11, 2007.
SITE PLAN APPROVAL: Forbes Street/Leonard Drive, adjacent to the East Hartford High School, construction of a magnet elementary school, parking lot and associated drainage
Assessor’s Map #44 & 33 Lot# 1
Applicant: Town of East Hartford Board of Education
It was the consensus of the Planning and Zoning Commission to TABLE the above Site Plan Approval Application until the Special Regular Session Meeting on July 11, 2007.
SOIL EROSION AND SEDIMENTATION CONTROL APPLICATION: Forbes Street/Leonard Drive, adjacent to the East Hartford High School, construction of a magnet elementary school, parking lot and associated drainage
Assessor’s Map #44 & 33 Lot# 1
Applicant: Town of East Hartford Board of Education
It was the consensus of the Planning and Zoning Commission to TABLE the above Soil Erosion and Sedimentation Control Application until the Special Regular Session Meeting on July 11, 2007.
TEXT AMENDMENT APPLICATION: To Section 604 Incentive Development Zone Subsection 604.3 to provide an additional qualifying condition for duly designated redevelopment area or a redevelopment plan.
Applicant: East Hartford Planning and Zoning Commission, Anthony Kayser, Chairman
It was the consensus of the Planning and Zoning Commission to TABLE the above Text Amendment Application until the Special Regular Session Meeting on July 11, 2007.
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REVIEW OF CORRESPONDENCE FROM:
Attorney Frank Leone dated June 5, 2007, regarding 700 and 710 Silver Lane
(Postponed from June 13, 2007 Regular Session)
It was the consensus of the Planning and Zoning Commission to TABLE the review of the above correspondence until the Special Regular Session Meeting on July 11, 2007.
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MISCELLANEOUS
It was the consensus of the Planning and Zoning Commission to TABLE Miscellaneous items until the Special Regular Session Meeting on July 11, 2007.
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ADJOURNMENT
The meeting adjourned at 11:20 p.m.
Respectfully submitted,
Kathleen Salemi, Secretary
Town Planning & Zoning Commission
KS/mc
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