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HomeMy WebLinkAbout05-21PSite Plan of Development TOWN OF SOUTH WINDSOR PLANNING& ZONING COMMISSION APPLICATION FORM Application No: 5- I P Official Receipt Date: MAR - 2005 Receipt No: APPLICANT: "FOL,.r Seasons P0.inkt-j (� ) PROJECT NAME t=� SeasotJ5 SPA 1")kcrs ADDRESS: y�E C�\kpe i PA OWNER OF RECORD ON LAND RECORDS: (Y)e�ry\a+-+ LLC. ADDRESS: 810 W kn&N re- COMPLETE LOCATION OF PROPERTY: q 35- 01 ey-e ASSESSOR'S MAP# i3 PARCEL# ( I ZONE 9L DAME, ADDRESS, TEL&FAX#OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: , Design Professionals, Inc., 165 South Satellite Road, South Windsor, CT 06074 Tel. (860)291-8755, Fax(860) 291-8757 THIS APPLICATION IS FOR: (Check all that apply): i— Zone Change to (Public Hearing required and Certified letter to abutters required) r- Subdivision/Resubdivision r Open Space Subdivision(Public Hearing Required) F- Subdivision F- Minor f-' Major r Resubdivision(Public Hearing Required) F Minor r Major r Conditional Approval (— Special Exception to Article (Public Hearing, Certified letter to abutters Site Plan of Development r General Plan of r Earth Fling(Sec. 15)and/or Earth Removal(Sec. 14 - Public Hearing Required) I— Regulation r Zoning f Subdivision (Attach proposed amendment) F Temporary and Conditional Permit for r Major Home Occupation for i— Other(explain in detail) An Application Pending sign is required to be posted on the property for all applications ten(10)days prior to being heard by the Commission. Sqig&—ture of Applicant ature of Property Owner Appl #05-21P, Four Season Painters Planning Department Report 1• s story a i ion-to the R1&zone 2. The commission may recall that the applicant appeared before us about a year ago to discuss the proposed use because of staff s concern about whether this use is permitted in a Restricted Commercial zone. The stated uses in the RC zone are offices & financial institutions, retail stores, restaurants, personal service shops and hotels, not contractors. General contractor establishments are expressly included as a permitted use in the industrial zone. At the time of the preliminary discussion, the applicant had indicated that he would have 2 vans parked inside the existing garage, as well as materials to be stored such as ladders, power washers, and spray equipment. According to the correspondence submitted by the applicant at that time, his intent was to utilize the existing garage on site. Planning Dept wants to go on record again as still being very concerned that this is not a use permitted in the RC zone, and with the tripling of the size of the garage, I am even more concerned that this will be an industrial operation, not a restricted commercial aped. J�L: �e_ () 6k"V'7 ?-I) ( 1 ff 3. Tye plic has ind.i'cated tha ' s his int t to ope his resi ntial hoe parting; b s' ss o the 'ar g rag 'and ffic pa e ab Vie, a djhe'fftro t b rldm will lease r of space. 4. Maximum impervious coverage allowed is 60%, 58% proposed. Proposed building height is 14 feet; 25 feet allowed. Lot size is 36,282 sf; minimum lot size allowed is 30,000. Frontage is 150 ft; minimum allowed is 150 ft. Front yard setback is 66.2 feet, 65 feet minimum permitted. 5. There is no outdoor storage proposed on site. All storage of materials is proposed to be conducted within the garage building. 6. Parking requirement for the office use is 29 spaces; 29 have been provided. Parkin_ e n spe ' . The applicant has indicated to staff that the garage area would be constructed so that it could easily be converted into office space. However, the Commission should be aware that if that were done additional parking would be required, yet the current proposal is right on top of the maximum impervious coverage allowed-_o that-additionaLparking would-be i-hit-of-a-Menge. - 7. The applicant appeared in front of the ADRC on March 24th. Overall the committee was pleased with the appearance, however they did have the following comments: Cut sheet of full cut-off wall pak fixtures as well as a photometric diagram for proposed lighting must be submitted. i • A mechanical area behind the building must be shown on the plans and screened. • Windows along the front of the building should match in size. The applicant has revised the plans to show the mechanical area. The ova items at�-, outstanding. 8. There is a 5% interior parking lot landscaping requirement. The applicant is exceeding this requirement with proposed landscaping. 9. The applicant has not proposed any free standing signage at this time. 10.There are no regulated wetlands on site and there will not be 20,000 sf of disturbance, so no IWA/CC permit is required. 11.Water Pollution Control Authority approval is required. 12.There is a dumpster behind the building, shown on a concrete pad and screened. 13.If this application is approved, the planning department requests the key map should be modified to show the proposed additionsvas required by the site plan regulations. ,1-4 rk,. s 2 DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects March 17, 2005 Mr. Jeffrey Doolittle, P.E. Town Engineer Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Re: App 05-21P,Four Seasons Painters 435 Chapel Road South Windsor, Connecticut This memo is intended to represent the findings of our drainage analysis on the site to be occupied by Four Seasons Painters The proposed development of a second story addition to the existing building on site,an addition to the existing garage structure to the rear of the property and the additional pavement associated with providing access to said structures provides a slight increase in the volume of runoff from the site. The site currently drains southerly off-site and will continue to do so post development. I have included for your review,the results of our TR-55 analyses for both existing and developed conditions.Results indicate a maximum 1.08"increase in runoff forthe site. In order to mitigate for the increase in volume,we have proposed a depressed area on site located to the rear of the property where runoff currently drains to and ponds in low areas.The U.S.D.A. Soil Report for Hartford County indicates that the soils on site are of the Ninigret series.Moderately well-drained sandy loam will be encountered at depths specified on the plans. Our plans depict an area capable of retaining approximately 1500 cf.,exceeding the 744 cf. indicated as required on the attached hydrograph report. Please feel free to contact me if you have any questions concerning our drainage analysis. Sincerely, Design Professionals, Y are M. Isherwood, P.E. Project Manager MAR 1 2005 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755.Fax:(860)291-8757 Email:dpicivil@aol.com 2067EX RUNOFF CURVE NUMBER COMPUTATION version 2.00 Project : FOUR SEASONS PAINTERS User: KMI Date: 03-17-05 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING RUNOFF CONDITIONS ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ----------------------------------------------------- ------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab.) open space (Lawns,parks etc.) Good condition; grass cover > 75% - .567(61) - - Impervious Areas Paved parking lots, roofs, driveways - .265(98) - - Total Area (by Hydrologic Soil Group) .832 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .832 Acres WEIGHTED CURVE NUMBER: 73* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : FOUR SEASONS PAINTERS User: KMI Date: 03-17-05 County : HARTFORD State: CT Checked: Date: subtitle: EXISTING RUNOFF CONDITIONS ------------------------------------------------------------------------------- Velocit Time Flow Type 2rain ) slope code r L(fth (ft/ t) sue n (sq/ft) (fArea t) (ft/sec (hr) ------------------------------------------------------------------------------- sheet 3.2 130 .0085 E 0.284 sheet 28 .0035 E 0.118 shallow Concent'd 32 .00S9 U 0.007 shallow Concent'd 20 .02 U 0.002 Time of Concentration = 0.41* --- sheet Flow Surface Codes --- A smooth Surface F Grass, Dense --- shallow Concentrated --- B Fallow (No Res.) G Grass, Burmuda --- surface Codes --- C Cultivated < 20 % Res. H woods, Light P Paved D Cultivated > 20 % Res. I woods, Dense U unpaved E Grass-Range, Short J Range, Natural - GeneTafe!-d-for use-may-GRAPHrC ►nethod--- ---- GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : FOUR SEASONS PAINTERS User: KMI Date: 03-17-05 County : HARTFORD State: CT Checked: Date: Page 1 t 2067EX Subtitle: EXISTING RUNOFF CONDITIONS Data: Drainage Area .832 * Acres Runoff curve Number 73 * Time of concentration: 0.41 * Hours Rainfall Type III Pond and Swamp Area NONE l storm Number --------1 1 1 2 l 3 ► 4 1 5 l 1-------------- 1------1------1------1------1------1 Frequency (yrs) i 2 i 10 i 25 i 50 i 100 24-Kr Rainfall (in) i 3.2 i 4.7 i 5.5 I 6.2 i 6.9 1 Ia/P Ratio 1 0.23 1 0.16 l 0.13 10.12 ( 0.11 l j Runoff (in) 0.98 j 2.05 j 2.68 j 3.26 3.85 j unit Peak Discharge 10.624 10.664 10.677 10.685 10.691 1 (cfs/acre/in) I I I I ( I Pond and swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 I 0.0% Ponds Used I I I I I I i----------------------1------1------i------1------1------1 l Peak Discharge (cfs) 1 1 1 1 1 2 1 2 1 2 1 - value(s) provided from TR-55 system routines 0 Page 2 • A 2067PR RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : FOUR SEASONS PAINTERS User: KMI Date: 03-17-05 County : HARTFORD State: CT Checked: Date: subtitle: PROPOSED RUNOFF CONDITIONS ------------------------------------------------------------------------------- Hydrologic soil Group COVER DESCRIPTION A B C D Acres (CN) ----------------------------------------------------- ------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab.) open space (Lawns,parks etc.) Good condition; grass cover > 75% - .347(61) - - Impervious Areas Paved parking lots, roofs, driveways - .485(98) - - Total Area (by Hydrologic Soil Group) .832 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .832 Acres WEIGHTED CURVE NUMBER: 83* -----------------------------------------------------------=------------------- P * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : FOUR SEASONS PAINTERS User: KMI Date: 03-17-05 County : HARTFORD State: CT Checked: Date: Subtitle: PROPOSED RUNOFF CONDITIONS -----------------------------------------.-------------------------------------- Flow Type 2 year Length slope Surface n Area Wp Velocit Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec (hr) ------------------------------------------------------------------------------- sheet 3.2 155 .0133 E 0.273 Time of concentration = 0.27* --- sheet Flow surface Codes --- A smooth surface F Grass, Dense --- shallow Concentrated --- B Fallow (No Res.) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H woods, Light P Paved D Cultivated > 20 % Res. I woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method 0 GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : FOUR SEASONS PAINTERS User: KMI Date: 03-17-05 County : HARTFORD State: CT checked: Date: subtitle: PROPOSED RUNOFF CONDITIONS Data: Drainage Area .832 * Acres Page 1 i 2067PR Runoff curve Number . 83 * Time of concentration: 0.27 Hours Rainfall Type III Pond and swamp Area NONE 1 storm Number -----1 1 1 2 1 3 1 4 1 5 1 1----------------- 1------1------1------1------i------1 Frequency (yrs) i 2 i 10 i 25 i 50 i 100 24-Hr Rainfall (in) i 3.2 i 4.7 i 5.5 i 6.2 i 6.9 Ia/P Ratio i 0.13 i 0.09 i 0.07 i 0.07 i 0.06 used 1 0.13 ( 0.10 l 0.10 1 0.10 l 0.10 1 Runoff (in) i 1.61 i 2.90 i 3.63 i 4.28 i 4.93 1 unit Peak Discharge 10.790 10.806 10.806 10.806 10.806 1 (cfs/acre/in) I I ! I I I Pond and swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 I 0.0% Ponds used I I I I I I i----------------------1------i------1------1------1------1 1 Peak Discharge (cfs) 1 1 1 2 1 2 1 3 1 3 1 * - Value(s) provided from TR-55 system routines 0 Page 2 Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 1 INCREASE IN RUNOFF Hydrograph type = SCS Runoff Peak discharge = 0.15 cfs Storm frequency = 1 yrs Time interval = 1 min Drainage area = 0.83 ac Curve number = 83 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of,conc. (Tc) = 16 min Total precip. = 1.25 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=744 cuft Hydrograph Discharge Table Time --Outflow (hrs cfs) 12.13 0.11 12.15 0.12 12.17 0.13 12.18 0.14 12.20 0.14 12.22 0.14 12.23 0.15 12.25 0.15 << 12.27 0.15 12.28 0.14 12.30 0.14 12.32 0.14 12.33 0.14 12.35 0:13 12.37 0.13 12.38 0.13 12.40 0.12 12.42 0.12 12.43 0.11 ...End Reservoir Report Page 1 . J Reservoir NO. 1 - FOUR SEASONS Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known contour areas.Average end area method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 68.00 380 0 0 2.00 70.00 1,130 1,510 1,510 Culvert/Orifice Structures Weir Structures [A] [B] . [C] [D] [A] [6] [C] [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.ft = 0.00 0.00 0.00 0.00 Weir Type = - - - - Length ft = 0.0 0.0 0.0 0.0 Multi-stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multistage = n/a No No No Exfiltration Rabe = 0.00 in/hr/sgft Tailwater Elev.= 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage I Storage/Discharge Table Stage Storage Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Exfil Total ft cuft ft cts cis cfs cis cis cis cis cfs cis cis 0.00 0 68.00 - - - - - - - - - 0.00 2.00 1,510 70.00 - - - - - - - - - 0.00 y 7 ss / �• X 12 71.77 S �4��y x7 13 ��� 1.so 1 X72.39 �> lz83-p0 30 / o� Rjj X72.57 BOLLARD \ x7175 / X72.88 eyr 10. T x71.70 —7 / 3.02 I / J121 / I O X73.22 I t O w I I 3g / x73. S AA/q/T���� �` / T .7al 1 IN I / X70.48 1 1 —73_ Gts 1 X70.41 1 1 1 X72.75 X23g98 .5d el � / I x X71.4 \ Mj —7 0 0. l.. /// `I X72.5 /M7 0 X710.3 � / / ti T / l / / x �b. E- is-n N 6- ,� So to r 48 \ x r ( \ X71.77 O 4,0 X72. X72.39 X7.50 � j 2/ X7257 BOLLARD n X7 / X7 71.75 X72.88 —73— N 71.70 / •5 I/ / / 3.' kl T,♦ / ` 127 / 1 X73.22 � X73.3/ AD / 73.1 b \ / ` 1 � ' 1 70.41 ` 72.75 ' X234,98 X72.56 el / i 9.9 X7 70. / I x72.6 X7210 / M // EAST�4:0 //// Nib z / X71.41 . SG��E 40 1.48 % \\ `% / ` / X71.77 O C /X7 ` X / X72.39 ' X.. p X7 71.75 x72.88AI CMENT / X71.31 l , 84 —Ts-1.70 +9516 SF/ 732 — _•� 1.21 A00. PVMT " 1 x7322 i 1 X73.3 / INCREASE IN IMPERVIOUS COVER: / / — � 9516 Sr + 552 Sr — 10,098 SF — PVMT REMOVAL(-525 SF) 5 / TOTAL INCREASE IN IMP. COY: 9573 SF t / ^ / (0.219 AC) / t 0.41 i 72.75 38 5B2 / x7 0 70. 1 x72.6 N o / N 1 x 74 �'f4,l:,i _f"�": ;;•�i;'�1'r f t��YA _, r ,A � b� ��d�l �.IIl1 pi; � ��'T� ` "tD�l ��,,�R� �3 7"�'y,l ` :�� �,�' 't 4►•I_., /�ii�� Y�r.to• � -'""�'�� •� fit•, '+' •. r x K �/ ,�ti61�. 4 y i ��br� T �ral��" �'��,"n� ,a� `� • �i�C"" ,���'.� �M>r•�;r:' f'� �r'� �E , I'l W, � �' t�d y� i a. �:�, 1'.?y. � �S°yr'�t r "�„ �•.t,� r. lI•;., � iP . ,' •� �C c \ ' �@ r � ,'a�."�ri'� � ���` /` � Sit ,.�� '�Iar`���e�'i ,, t � h ','�j\r _.za;,;' -,14t � �<�� tom''''``', °�"�y''t"!►, '� azG4;;f ti�, i LH� 4 �: „,�l�a s Est.t� •�`��.. ��,,. 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DTI".•-����ppp���,,,�aa ��'A`�.> �• 'i` V i' `�," :�� �. ._"1 �•�9� a. d 'i<Y;li�-',..>rc�, �... y�am,a.r��� ,.�eDDD__ /� ` • �I � '•yam ''� ��r\ � 't, � a ,� � �. a t I—Alill Mir / 4 e ��r `� ,,'' , ,I '�t �,'� t •• e w�al f ".+•••'�'. �' "y i,`it.y^.2.}} rri�� �:�. j# a,� 3 �ln r A..a't( lV � ",� }� S?� 1 .r,!e }7���. � a!�'�. �'•�.a +�� `� '.e�.,,.4^� t� � ��� � Jf,�'�'.1 . South • Planning Department Memo To: Karen Isherwood, DPI From: Michele R. Lipe,Assistant Director of Planning Date: 3/29/2005 Re: Appl 05-21 P, Four Season Painters Review Comments Following are review comments from the Planning Department. Please make appropriate revisions and submit seven complete sets (including landscaping and architectural elevations) to the Planning Department at least 7 days prior to the scheduled hearing (scheduled for April 12). Engineering comments have been sent separately. If you have any questions, please call. 1. Key map should reflect the proposal(not existing situation). 2. Impervious coverage does not appear to be accurate. Please recalculate. 3. Dumpster area detail (on concrete pad and screened )must be shown on the plans. t- 4. Easements chart has not been provided (off-site sanitary sewer, drainage easements)' N'`` 5. Cut sheet of full cut-off wall pak fixtures as well as an photometric diagram for proposed lighting must be submitted. 6. A mechanical area behind the building (as presented at ADRC) must be shown on the plans and screened. ADRC Comment Windows along the front of the building should match in size. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail lipe@southwindsor.org 0 Page 1 MEMORANDUM LL.~ To: Marcia Banach, Director of Planning MAR � y 2005 From: Jeffrey B. Doolittle, P.E., Town Engineer SOUTH WINDSGR pLAt�NfNG DEPI. Date: 3/29/05 RE: App 05-21 P, Four Seasons Painters I have reviewed the site plans for the Four Seasons Painters at 435 Chapel Road and I have the following comments: 1. The new driveway and front parking area should be curbed to eliminate the concrete curb stops and better define the entrance and eastern edge of the parking area. 2. Show more spot elevations or contours in the front parking area so it can be graded to drain properly. 3. 1 did not see a water line to the existing building. Will one be provided? 4. Where will the roof leaders for these buildings be discharged? 5. Provide a leak-off and grass swale from the pavement to the detention area in the back for stormwater conveyance and treatment. 6. 1 suggest regrading the area behind the existing building to eliminate the yard drain. 7. Label the rectangular box with an x on the east side of the site between the buildings. 8. According to the drainage analysis approximately 58% of the site will be impervious surface under the proposed plan. This needs to be shown in the Data Block. 9. The drainage analysis shows an increase in stormwater flow from this development. However, it does not appear that the depressed area in the southwest comer of the site is large enough to detain the increased flows for all storm events so that there is no increase in runoff from the development. This needs to be further analyzed and clarified. Infiltrators need to be provided if there is no way to connect this site to the drainage system in the ROW or a natural drainage channel. A stormwater management plan needs to be submitted for this site. 10.The anti-tracking apron .a needs to be at least 50 feet long. 9 11.WPCA review and approval is needed for this site plan. Please call me (x 245) if you have any questions. 111ml Qp Four Seasons Painters L.L.C. 435 W. Center Street Manchester, CT 06040 License 574298 (860) 646-7760 April 5, 2004 Mr. Tim Wentzell Chairman of Planning&Zoning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Wentzell: This letter is to inform you of my intended use for a restricted commercial zone property located at 435 Chapel Road, South Windsor. We are a Residential House Painting Company consisting of 4 painters, 1 office assistant and myself. I own 2 company vehicles that are used during the day at job sites and would only be parked overnight inside the existing garage space. The equipment that I store is ladders, power washers, and spray equipment. We do not stock or store any paint at our facility. No equipment would be stored outside of the building with the exception of a small four yard dumpster. I intend to improve and beautify this location by landscaping and upgrading the building to make this a more attractive site. I am a resident of South Windsor myself and have been in business for 24 years and would be very interested in locating my business in town. Thank you very much for your consideration. Sincer ly, Kevin Greer Member/Manager FOUR SEASONS PAINTERS,LLC <Or'N O .Cl • U 9 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ~�soe.co� TELEPHONE (860) 644-2511 CERTIFIED MAIL April 18, 2005 7004 2510 0003 9804 5103 Mrs. Karen Isherwood Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: Appl#05-21P, Four Seasons Painters Site Plan Dear Mrs. Isherwood: We are pleased to advise you that the Planning&Zoning Commission voted on April 12, 2005 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of an office building and garage on property located at 435 Chapel Road,RC zone as shown on plans prepared by Design Professionals, Inc., Job No. 2067, dated April 6,2005, as revised. This approval is subject to the following modifications: 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 final mylars have been filed in the Town Clerk's office. 3. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 4. A landscape bond in the amount of$2,000 is required and must be submitted prior to filing of mylars. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority_ 7. The building street number must be included on the final plan. 8. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 9. Key map must be modified to show the proposal. t , 10. Cut sheet of full cut-off wall pak fixtures as well as a photometric diagram for proposed lighting must be submitted. 11. Windows along the front of the building should match in size. 12. The Town Engineers review comments dated March 29, 2005,must be addressed to the satisfaction of the Town Engineer. 13. All commercial vehicles and equipment must be stored inside the garage overnight. Outside storage is prohibited. 14. Applicant must return to ADRC with outside lighting plans and a plan to enclose the exterior stairway Black and white transparent mylars of Sheet#2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/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 of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, '�e �4 Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/kak cc: Jeffrey Doolittle, Town Engineer Christopher J. Dougan, Chief Building Official Charles Danna,Assessor Fred Shaw, Superintendent of Pollution Control William Lanning, Fire Marshal Kevin Greer, Four Seasons Painters GOWN SfA To� O-P Sou� ?d&2d&)t co m � wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 May 2.6,2005 Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 Attn; Karen Isherwood RE: Four Seasons Painters 435 Chapel Road South Windsor,CT Dear Ms. Isherwood: The South Windsor Water Pollution Control"Authority, at its regular meeting of May 3, 2005, gave approval-of the application as presented for connection to the Town's sewerage system for a commercial building at.435_Chapel Road; South Windsor, CT, as more specifically shown on plans entitled 'Tour Seasons Painters, 435 Chapel Road, South Windsor, Connecticut," Prepared by Design Professionals, -Inc.; South Windsor, CT; Job No. 2067, Drawing No. 2067-SP.DWG; Sheet No. 2/4 Dated March 4, .2005,with revision dates 4/6/05; and subject to the following conditions: L . Any.change in the project, other than originally presented, must be brought back to the Authority for further approval. 2, Technical approval of the Town Engineering Department. 3. Final.Authority approval and acceptance of the sanitary sewerage connection will be given once the .sewer line has been installed and inspected by the Town staff, and based upon the written verification of.the•Town staff that said- sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, J" os ph J.Carino,Chairman -- Water Pollution Control Authority - JC:ead Cc: Michael J. Gantick,Director of Public Works Jeff Doolittle,Town Engineer V/Marcia Banach,Director of Planning Chris Dougan, Chief Building Inspector Four Seasons Painters SOWN Sf4 C� m � �, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f�6SOR•CO TELEPHONE (860) 644-2511 September 2, 2005 Mr. Kevin Greer Four Seasons Painters, LLC 435 Chapel Road South Windsor, CT 06074 Re: Appl#05-21P, Four Seasons Painters Site Plan Dear Mr. Greer: IN ATTENDANCE Jeff Doolittle TOSW 1540 Sullivan Ave. 860-644-2511 x 245 Michele Lipe TOSW 1540 Sullivan Ave. 860-644-2511 x 252 Bernie Drabek TOSW 1540 Sullivan Ave. 860-644-2511 x 241 Thomas Belanger Belex 30 Smith Rd.,Avon,CT 860-250-4501 Kevin Greer Four Seasons 435 Chapel Road 860-798-3170 Karen Isherwood DPI 165 S. Satellite Road 860-291-8755 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area:and maintained/cleaned out during construction. Call Jeffrey Folger, Environmental Planner for inspection when measures are in place,prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Chapel Road. Calcium chloride or water is to be - - - - - - used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight(48)hours prior to the start of major construction work with inspections and testing per Developers Checklist(requested,required) for the following: a. After site is staked out b. All drainage work C. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six (6)inch lifts e. Placement of bituminous concrete, two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Contact the Building Department about obtaining a building permit. 5. A drain layers permit is needed for installation of the sewer. 6. Certification of all products used-- storm pipe, structures,pavement, etc., shall be presented to the Town Engineer prior to installation. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. Progress As Built Plans are to be submitted to the Town Engineer for approval prior to paving and after subgrade formation. 9. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 10. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 11. Any problems and/or questions regarding construction of this project will be directed to Tom Belanger in the field at phone#860-250-4501. 12. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. -13.Job meetings will be held as needed, and can be called by the developer or Town. 14. Seventy two (72)hours' notice needed for certificate of occupancy inspection. 15.Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 16. Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday. 17. No paving after October 15 or before April 15 without written approval from Director of Public Works. 18. Sanitary lateral locations should be tied down to existing structures and shown on the progress as- builts. 19. During construction of individual sanitary sewer house laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. 20. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment, town staff will be requiring erosion control measures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit—most particularly on lots with extensive grading. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Mylar to go on file prior to issuance of a building permit. 3. $1,000. landscape bond to be submitted. 4. Architectural elevations must be finalized and submitted to the Planning Department. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R. Lipe, AICP Assistant Director of Planning MRL/rfs - cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Karl Reichle, Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SNET BOND TRANSMITTAL DATE: �I los- APPLICANT NAME ADDRESS Cl PROJECT LOCATION/ADDRESS c L4,&i I�-�oG `V LOT SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER 09 " 2- AMOUNT OF BOND CHECK NUMBER 1 �o DEPARTMENT a ✓� ✓1 ap SUBMITTED BY NAf4E DATE RECEIVED BY FINANCE R../at /®s NAME DATE SUB ACCOUNT NUMBER 5 CEO b Q o HAPlaming Depanment\Holmes\forms\BOND TRANSMITTAL 08-27-Ol.doe BO -- LEASE _T SMj.TTAL DATE: November 16, 2017 APPLICANT NAME Meamatt Assoc iIa.+e 2 LI-C- ADDRESS 435 Chapel Road South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT 435 Chapel Road P&Z OR IWA/CC APPLICATION NUMBER Appl. 05-21P MUNIS APPLICATION NUMBER N/A SUB ACCOUNT NUMBER 500090 c� ORIGINAL BOND AMOUNT $ 1,000 Landscaping Bond CHECK NUMBER 733787678 Please Release $ 1,000 Please release the bond indicated above as all of the required work has been completed. Lauren L Zaram6o _11116117 NAME DATE / oar // /06007 BY a�A� VC4 CHECK # ISSUED DATE W:\P1anningAdmin\PZC\Bonds\2017 Bonds\05-21P Four Seasons Painters BondReleaseTrans.doc ZOw N SC4 S � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �rnOSOR•C° TELEPHONE (860) 644-2511 November 16,2017 Four Seasons Painters Kevin Greer 435 Chapel Road South Windsor, CT 06074 Re: Appl. 05-21P,Four Seasons Painters Landscape Bond Release Dear Mr. Greer: This is to advise you that the Planning and Zoning Commission voted on November 14, 2017 to release the following bond as follows: Appl. 05-21P Four Seasons Painters $1 000 Landscape Bond reduced by$1,000 to leave a balance of-0- A check will be mailed to you from the Town of South Windsor. If you have any further questions, please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Sincerely, Bart Pacekonis,Chairman PLANNING&ZONING COMMISSION BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner