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Home My WebLink About08-18P M & S Paving and Sealing Inc t ' TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION < "N:-Sp -, APPLICATION FORM Application No: R`�`E��ED Official Receipt Date: p MAR 112008 Receipt No: SDUT HWQJDSGf;P(plvvlNG DEPT. APPLICANT: - � �-�-� PROJECT NAME: S � -SQ-at A-0, -"1:7a C' ADDRESS: CXS 0-1-1 Le OWNER OF RECORD ON LAND RECORDS: ADDRESS: H ':�D J R V cl l Qv, c 'c L7 ntpC-) 7 q COMPLETE LOCATION OF PROPERTY: 3p0 v, 8 u Z,,)6 ? 6iA, +S I14 J5 ah& lCp ASSESSOR'S MAP# PARCEL# ZONE NAME,ADDRESS,TEL&FAX# OF PERSON TO W M INQUIRIES SHOULD BE DIRECTED: Q��4-a-�\ C-�)nV r C] y Estimated presentation time: THIS APPLICATION IS FOR: (Check all that apply): �0/—�S-j cp" ��5�G�J ✓� Wtw ❑ Zone Change to (Public Hearing required and Certificate of Mailing) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision(Public Hearing Required) ❑ Minor❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certificate of Mailing) ,Site Plan of Development ❑ General Plan of Development- State Hearing per Section 14-55 for ❑ Earth Filling(Sec. 15) and/or Earth Removal(Sec. 14- Public Hearing Required) ❑ Regulation Amendment ❑Zoning ❑ Subdivision Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit for(Public Hearing Required) ❑ In Law apartment/Accessory Apartment (Public Hearing Required) ❑ Major Home Occupation for(Public Hearing Required) ❑ 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. Signature of Applicant Signature of Property Owner PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 3/13/07 TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond,Walter Summers, Jeff Doolittle Ray Favreau, Karl Reichle, Mark Owens, Steve Lavigueur, Chris Dougan, Bob Deptula John Caldwell, Dennis Sheridan, Ron Asselin FROM: Marcia A. Banach, AICP, Director of Planning The Planning&Engineering Departments have received plans for the following projects: App108-18P, M& S Paving and Sealing Location: 97, 105 and I I I Commerce Way ® Site Plan ❑ Subdivision No. Acres 1.74 ac Zone I ® Industrial ❑ Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 1,500 sf office and 9,000 sf industrial Future Town-owned property involved? ❑Yes ®No ❑new street(s) . ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 3/28/08 and return to the Planning Department. Connecticut Property Engineering 630 GOVERNOR'S HIGHWAY A TEL:(860)289-8121 A FAX: (860)289-2296 SOUTH WINDSOR,CONNECTICUT 06074 A E-MAIL: ConnPropEng@Cox.net March 6, 2008 Ms. Michelle Lipe Assistant Director of Planning Town of South Windsor 1040 Sullivan Avenue South Windsor, CT 06074 RE: JSJ Realty(M&S Paving) Revised Plans Dear Ms. Lipe: In accordance with our recent discussion, enclosed are revised site plans for the JSJ lot on Commerce Way. As we discussed, this building is identical in size and shape to the previously approved application with the exception that it has been adjusted to what I believe is a more favorable orientation and we have added slightly more landscaping and appearance upgrades to the exterior of the building. Based on our discussion,we are assuming that we would present this to the Design Review Commission on March 20th and that the other approvals would be done in-house and that re-submittal through the Inland Wetlands, Planning and Zoning, and Sewer Commission would not be required. Thank you for your assistance. Sincerely, Timothy H. Wentzell, P.E. Connecticut Property Engineering THW/swt Encl. Cc: Joseph Fradianni M&S Paving Drainage Statement M& S Paving 97 and 105 Commerce Way South Windsor, CT 06074 Owner and Applicant JSJ Realty, LLC 435 Buckland Road South Windsor,CT 06074 860-648-1915 Existing Conditions: The site slopes away from the existing roadway toward the north. The majority of the area is gently sloped and grassy. The rear of the site is very steep and wooded. The soil type is Agawam Fine Sandy Loam, 0-3% slopes. Proposed Conditions: The area to be developed is limited to the gently sloped ground. The proposed development includes a 10,500sf industrial building, approximately 17,500sf of pavement and other appurtenances,i.e. sidewalk,landscaping and 5900sf of gravel area. Including gravel area,the total impervious area is 33,900sf. 11,450sf (Q=1.5cfs)will drain to the rear of the property in overland sheet flow to the existing swale and 22,460sf will drain the existing drainage system in the subdivision. The net effect of this development on the drainage to the rear of the site is negligible. The majority of the impervious area runoff is being redirected to the street drainage system. The runoff from the parking lot will be collected by two catch basins and flow through pipes to the existing street drainage system. The roof leaders of the proposed building will be piped to the same drainage system. The subdivision was designed for full development of all lots. The subdivision system includes street drainage and a detention basin. The net effect of this development(increase of 2.94cfs for the 10 year storm)on the street drainage system has been accounted for the in subdivision design. 2/18/2008 f . Gutter Flow Analysis 10 Year Storm INPUT INPUT INPUT INPUT CALC GET Q CALC INPUT CALC INPUT INPUT CALC CALC CALC CALC CALC INPUT CALC Depth of Gross Depth of flow at Inlet Inlet At Inlet Time to Runoff Sum of Rainfall Grade of Slope of flow at Width of C.B. Bypass Bypass Bypass Entering Catch Basin Description Inlet Area Coefficient Al other Al Total AI Intensity Q to Inlet Gutter Shoulder Gutter Flow ed e Q Al to C.B. C.B. Type min. acres in./hr. c.f.s. ft./ft. ft./ft. ft. ft. ft. c.f.s. 1 5 0.08 0.95 0.076 0.000 0.076 6.0 0.466 0.010 0.021 0.107 5.084 0.073 0.165 0.027 road 0.049 C 2 5 0.19 0.95 0.181 0.000 0.181 6.0 1.083 0.005 0.030 0.154 5.141 N/A N/A N/A SAG 0.181 C Roof 5 0.24 6.95 0.228 0.000 0.228 6.0 1.368 Tc=5min 110=6.0 in/hr ADS i e Q=CIA 15" 2% Q1=0.95 6.0 3505/43560 =0.46 cis n=0.010 02=0.95 6.0 8455/43560 =1.l l cfs Q(full)=11.9 cis Q(roof)=0.95 6.0 10500/43560 =1.37 cis i e 1 flow=0.46 cis pipe 2 flow 2.94 ds Gutter Flow MS2 Pagel 8Ex8 ` 79.1 TOP 8rss s aE 81.8 8tz7 82 aixp x8 81xE 81.8 82 8lsE FILTER FABRIC 81. 83.0 FENCE (TYP.) AND LIMIT OF VEGETATION n 81" CLEARING 80 l .0 83.0 3.5 BExs 83.0 aExs agar 4 LIMIT OF VEGETATION 84.0 82.5 CLEARING (TYP.) L� 84.0 8tx6 84.0 .0 83,g 82.9. 88.6 8: F.F.84.0 N alx8 co ! 83.5 8Ez! 83 5 82. TF - 81.5 INV. = 75.97 aExE. 8 2.9 5'-1—5 ADS 2.9 MECHS MODEL.1000 CLEAN 45'-8" OR APPROVED EQUAL 82.5 aff9 OUT S O 2% INV.'S - 75.87 8 81z8 8W 02 78'-8' SDR35 8Ex4 ezxs SM. NV-77 S �7 84'-1S" 82.1 INV7-77.85 p,:r ADS O 2X 30'-15' ADS 82.5 Alx6 eEss � e 83.0 .t8xe Y W W W W W4 V(1�p 8EZEz � I� Q 8fxE ,L.1 \ tF( �L L TOWN OF.SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT 5S J ReAL7--f PROJECT NAME M_� 5 P))Ol N G 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 supp{ied. :1. On each.sheet for plans or maps,tide block with the following information: a. Name, address and telep hone of applicant, b. Name, address and telephone number of Land.Surveyor or Professional Engineer. V 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 oning infonnatton such as percentage of lot coverage,acreage of tract, number of apartment units, parking requirements, etc. v b. Outline of buildings. c. Layout of streets. d. Surrounding. g properly boundaries-within 500 feet. e. Names of abutting property owners. N A f. Proposed open spaces and recreation areas. d g. Driveway cuts on abutting properties and any properties across from , proposed site. h. ' Distance to and name of nearest intersection street. i a ✓ d. Existing and proposed water and-all existing utilities. e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. 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. g . Regulated wetlands and 100-year floodplain or note that none are present. h. Proposed storm drainage system, slowing all catch basins, endwalis, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shalt 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. t: 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&I-S. Seals. pn,t uwvs LY s 0 6#ITT 1, 6. Landscaping plan 7. Drainage calculations: -Zero Runoff Increase per attached guidelines.. 8. Traffic Report 9. Site Lighting Plan 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: QA a. Layout of streets in sections coordinated by stations with the profile. 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. ' 3 SSW N Sfq G ' Town O-P SoaA , 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 OSOR C°`�� TELEPHONE(860) 644-2511 CERTIFIED MAIL 70071490 0000 3753 7461 March 28, 2009 Connecticut Property Engineering Tim Wentzel 630 Governors Highway South Windsor CT 06074 Dear Mr. Wentzel: Re: App108-18P, M& S Paving and Sealing, Inc. We are pleased to advise you that the Planning and Zoning Commission has approved the above mentioned application. This approval is for a site plan to construct a 1,500 sf office and 9,000 sf industrial building on property located at 97 and 105 Commerce Way, I zone, as shown on plans prepared by Connecticut Property Engineering, Inc., dated 6/12/2007; 3/5/08, 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. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission,including a bond in the amount of 5,000. 4. A landscape bond in the amount of$1000 is required and must be submitted prior to filing of mylars. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 9. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 10. The building street number must be included on the final plan. 11. 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. Trap hoods are to be added to the two catch basins. 14. The stockpile is to be moved to the east. Black and white transparent mylars of Sheet 1 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission. 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, Patrick Kennedy, Chairman Planning and Zoning Commission PK/dma cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal JSJ Realty S O.N N SF4 0 w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 J�OSOR•G° TELEPHONE (860) 644-2511 November 14,2008 Connecticut Property Engineering Tim Wentzel 630 Governors Highway South Windsor CT 06074 Dear Mr.Wentzel: Re: Preconstruction Meeting for App108-18P,M&S Paving and Sealing Inc. 11/13/08 IN ATTENDANCE Aaron Adamec Adamec Co. 93 Commerce Way 860-982-7424 Joseph Fradianni M&S Paving 435 Buckland Rd 860-648-1915 Scott Deluca AT&T 40 Brainard Rd 860-725-0098 Walter Summers TOSW 1540 Sullivan Ave 860-644-251 lx217 Jeff Folger TOSW 1540 Sullivan Ave 860-644-251 lx229 Michelle Lipe TOSW 1540 Sullivan Ave 860-644-251 lx252 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 a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to John Fitch Boulevard 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 for the following: a. After site is staked out b. All drainage work c. Preparation of subbase, six(6)inch lifts 4 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. All bonds required; mylar to go on file prior to issuance of building permit. 3. All easements must be submitted for review prior to filing of mylars. 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/ cc: Jeffrey Doolittle,Town Engineer Bernie Drabek,Engineering Inspector Karl Reichle,Public Works Christopher Dougan,Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers,Fire Marshal CL&P SBC/SNET PRECONSTRUCTION MEETING SIGN-IN SHEET PIC �C w�c G, / ✓� CO 1M r^r z!C L. L+/tv 8(�O" / S� "/ / / r PAV I.v /� `l3S a.!L. coo R-cQ, t 6t� It a Drainage Statement M& S Paving 97 and 105 Commerce Way South Windsor, CT 06074 Owner and Applicant JSJ Realty, LLC 435 Buckland Road South Windsor, CT 06074 860-648-1915 Existing Conditions: The site slopes away from the existing roadway toward the north. The majority of the area is gently sloped and grassy. The rear of the site is very steep and wooded. The soil type is Agawam Fine Sandy Loam, 0-3% slopes. Proposed Conditions: The area to be developed is limited to the gently sloped ground. The proposed development includes a 10,500sf industrial building, approximately 17,500sf of pavement and other appurtenances, i.e. sidewalk,landscaping and 5900sf of gravel area. Including gravel area,the total impervious area is 33,900sf. 11,450sf (Q=1.5cfs)will drain to the rear of the property in overland sheet flow to the existing swale and 22,460sf will drain the existing drainage system in the subdivision. The net effect of this development on the drainage to the rear of the site is negligible. The majority of the impervious area runoff is being redirected to the street drainage system. The runoff from the parking lot will be collected by two catch basins and flow through pipes to the existing street drainage system. The roof leaders of the proposed building will be piped to the same drainage system. The subdivision was designed for full development of all lots. The subdivision system includes street drainage and a detention basin. The net effect of this development(increase of 2.94cfs for the 10 year storm)on the street drainage system has been accounted for the in subdivision design. 2/18/2008 Gutter Flow Analysis 10 Year Storm INPUT INPUT INPUT INPUT CALC GET Q CALC INPUT CALC INPUT INPUT CALC CALC CALC CALC CALC INPUT CALC Depth of Cross Depth of flow at Inlet Inlet Al Inlet Time to Runoff Sum of Rainfall Grade of Slope of flow at Width of C.B. Bypass Bypass Bypass Entering Catch Basin Description Inlet Area Coefficient Al other AI Total AI Intensity Q to inlet Gutter Shoulder Gutter Flow edge Q Al to C.B. I C.B. Type min. acres in./hr. c.f.s. ft./ft. ft./ft. ft. ft. ft. c.f.s. 1 5 0.08 0.95 0.076 0.000 0.076 6.0 0.456 0.010 0.021 0.107 5.084 0.073 0.165 0.027 road 0.049 C 2 5 0.19 0.95 0.181 0.000 0. 881 6.0 1.083 0.005 0.030 0.154 5.141 N/A N/A NIA SAG 0.181 C Roof 5 0.24 0.96 0.228 0.000 0.228 6.0 1.368 Tc=5min 110=6.0 in/hr ADS pipe, Q=CIA 15"@ 2% 01=0.95 6.0 3505/43560)=0.46 cfs n=0.010 02=0.95 6.0 8455/43560 =1.11 cis Q(full)=11.9 cis Woo =0.95 6.0 10500/43560 =1.37 afs i e 1 flow=0.46 cfs e2 flow=2.94efs Gutter Flow MS2 Page 1 V Rate 81.4 r V9ti as 81.8 8dt7 a2 AitO � Riaa 81.8 82 87sa FILTER FABRIC 81. 83.0 FENCE (TYP.) AND LIMIT OF VEGETATION CLEARING 89a/ 83.0 s $3.0 3.5 ez:a 83.0 4 LIMIT OF 82t3 ,0., - CLEARING TMP.� 84 VEGETATION 82.5 84.0 a+sa az 84.0 0 83.5 82.9 R: F.F.84.0 R+te i aisz 83.5 azt9 azsa 82 TF - 81.5 INV. 75.97 aata 8 2.9 5' o ADS NEWS MODEL 1000 9 OR APPROVED EQUAL 82 5 82 9 CLEAN DSO 2% INV.'S r 75.87 e eats OUT also 82 78'-6' SDR35 20 82.1 SAN. 0 2% ' sass az BLDG. INV.-77.5 84'-15' INV. -77.65 � ;O ADS O 2% 30'-15' ADS 82.5 Rats azta 83.0 �at9 �/ -- B1t7 `�� (l Rasa ' w �; Rzta v $ eats ry, eat \. � �f ,� �{"'J� �`✓\.��,n ��