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HomeMy WebLinkAboutSite Plan of Development (12) I TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING & ZONING COMMISSION R PO -7 APPLICATION FORM u Dili/ Application No. : d� -�lG Date Received: Action/Public Hearing by: Receipt No. INLAND WETLANDS AGENCY/ APPLICANT: CONSERVATION COMMISSION. ADDRESS: \07 OWNER OF RECORD ON LAND RECORDS C 4 P M�.�.� ( t�•�-���}.�1 ADDRESS: 0- f-RA- I,- COMPLETE LOCATION OF PROPERTY: Assessor's Map # LZl Parcel #Zone NAME, ADDRESS, & TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: � ' -eo f'S?� 1 � 4?-S5 ZF;ZK z4Z'- g6-67 THIS APPLICATION IS FOR: (Check all that apply) : 1 . Zone Change to (Public Hearing required) 2. Subdivision7Resubdivisi6n a. _ Subdivision Minor _ Major b. _ Resubdivision Minor Major (Public Hearing _Required) c. _ Conditional Approval d. Open Space Subdivision (Public Hearing Required) _3. Special Exception to Article (Public Hearing Required) V_4. Site Plan of Development 7&1� 5. General Plan of Development 6. Earth Filling (Sec. 10] and/or Earth Removal (Sec. 91 (Public Hearing Req) _7. Regulation Amendment: Zoning Subdivision` 8. Amendment to Town Plan of Development / l _9. Temporary and Conditional Permit _10. Other (explain in detail) : p icant Property Owner (See reverse side for additional information) 01/28/97 TUE 10:20. FAX 860 242 8587 PDS ENG.& CONSTRUCTION Q 001 44". TOWN OF SOUTH WINDSOR..CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT "*Tam w PROJECT NAME G� f��_�• This checklist must igned by plan preparer (P.E./L.S.) declaring that all required information i provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. s Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following info ation: ✓ a. Name, address and telephone of applicant. b. Name; address and telephone number of Land Surveyor or Prof-2ssional Engineer. 8 ' C. Name of Development. r! d. Date when drawings were made. 2. Key Map: An overall map drawn to a scale of 1 inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps. This map will show tie overall design of the Development and surrounding property within 500 feet. f a. Dateblock which gives needed zoning information such as percentage of lot covers e, acreage of tract, number of apartment units, parking requirements, etc. 8 b. Layout of buildings. c. Layout of streets and parking. ±� d. Lines indicating proposed drainage system with direction arrows.. e. Lines:indicatin �sani g tary sewer system with direction arrows. f. Names of surrounding property owners. - g. Proposed open spaces and recreation areas. h. Driveway cuts on surrounding properties. 3• Arcchitectural Elevations: See attached checklist for Architecture and Design gn Review. ✓✓ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 in,h equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron ins required' all property angle points and shown on map. p at hV,& b. Proposed streets and street lines with center line station, curve data, and parking spaces. 01/28/97 TUE 10:21 FAX 860 242 8587 PDS ENG.& CONSTRUCTION IM 002 C. Building lines in accordance with zoning regulations. 1` rf d. Proposed buildings and other structures, including signs, outside lighting, and �? dumpsters (on concrete pad and screened). [g e. Easements, noting grantors, grantees, and purpose. .S f. Names.of abutting property owners. f g. Monuments will be indicated at comers and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented paints within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. ✓ i. A-2 certification; P.E./L.S. Seal. +� 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches:by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings. b. Curb:Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. ✓ d. Existing and proposed water and gas main systems. _✓ e. Present wooded area indicated by foliage lines. Any individual trees to be saved should be shown. I1 f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in castes of relatively level land, the contours shall be one-foot intervals and spot / elevations. i/ g. Regulated wetlands and 100-year floodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwells, manholes, lengths and sizes of pipes. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain.lines shall be 15 inches. i. Connections of all springs into proposed storm drainage system a:;needed. Location and indications of existing brook channels, and 100-year flood limits. k. A-2 Certification; P.E./L.S. Seal. 6. Landscaping plan: ✓ 7. Drainage calculations: - Zero Runoff Increase per.attached guideline i. 8. Traffic Report: - 2 - 01/28/97 TUE 10:22 FAX 860 242 8587 PDS ENG.& CONSTRUCTION (Z003 . 9. Plans and Profiles: A plan and profile of the Proposed Paper of scales 1 inch to 40 feet horizontally, and 1 inc streets f drawnrn vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways and drainage. c. Sight line at driveway& street intersections. d. Profile of roadway showing existing and finished grades Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, Drainage lines will be shoam and described as to material. f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g. Metropolitan District Commission datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. h. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for buil shown. ding shall be 10. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may ba required. This map shall be drawn to a scale of 1 inch equals 40 feet. 11. Sanitary:Report: Where individual sanitary sewage disposal systems are proposed, the final plants shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems; the report should deal with the area as a whole, discussing the following points: a. General nature and development of surrounding area. b. Topography and natural drainage pattern. C. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. d. General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the genes al layout pattern to be used, etc. f. Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. map of general area with locations of all tests shown on proposed layout. h. Flood heights of any nearby streams, brooks, or rivets. - 3 - 01/28/97 TUE 10:23 FAX 860 242 8587 PDS ENG.& CONSTRUCTION 2004 l� y i. Test results and engineering evaluation per Section 4.13.5. ; All information required above is included in this application at the time of submission. LAN PREPARER .E. L. DATE May 17, 1995 = 4- C & P Machine Site Plan 1. Application for site plan approval for a industrial building approx. 13,300 sq ft located on the southerly side of Commerce Way, westerly of Rye Street, I zone. The zoning table breaks down the information into two phases, however this site plan is for the entirety of the proposal. 2. Proposed building coverage is 17%;30% allowed. Proposed impervious coverage is c,1 O%; 65% allowed.. The required number of parking spaces needed is 24; 24 spaces have been provided. 3. There are no regulated wetlands on the site, however the applicant is proposing to disturb over 20,000 sf requiring a conservation approval from the IWA/CC. This was q g PP granted on 2/5/97 with the recommendation of a$2,000 bond and no unusual approval conditions. 4. There is public water and sewer available tot he site. WPCA approval is required Fred Shaw, Sup't of WPC has reviewed the plans and has indicated that a profile of the building sewer showing all other utilities was needed to ensure no conflicts with other utilities. He also stated that is there will be a discharge of process waste to the sanitary sewer a DEP permit may be required. 5. The Architecture and Design Review Committee reviewed the plans and found the architecture and landscape plan to be acceptable and consistent with other buildings done in the general area. They did recommend additional plantings be placed on the side of the driveway. If this application is approved, there are no planning department modifications requested. TOWN OF SOUTH WINDSOR.CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT PROJECT NAME G P M,tit+ This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-,11 required where appropriate. Check mark for each item supplied. .✓ 1. On each sheet for plans or maps, title block with the following information: ✓ a. Name, address and telephone of applicant. _✓ b. Name, address and telephone number of Land Surveyor or Professional Engineer. c. Name of Development. d. Date when drawings were made.. 2. Key Map: An overall map drawn to a scale of 1 inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps. This map will show the overall design of the Development and surrounding property within 500 feet. a. Date,block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b. Layout of buildings. ✓ c. Layout of streets and parking. d. Lines indicating proposed drainage system with direction arrows. e. Lines indicating sanitary sewer system with direction arrows. ✓ f. Names of surrounding property owners. µ/A- g. Proposed open spaces and recreation areas. ✓ h. Driveway vewaycuts on surrounding properties. ;. 3. Architectural Elevations: See attached checklist for Architecture and Design Review.. 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18' x 24" with a 1/2" ruled margin, containing the following data:- ✓ a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. - ;✓ d. Proposed buildings:and othef structures; including signs, outside lighting, and dumpsters (on concrete pad and screened). e. Easements, noting grantors, grantees, and purpose. ✓ f. Names of abutting property owners. g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. ✓ i. A-2 certification; P.E./L.S. Seal. ►� 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: ,✓ a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. ✓ d. Existing and proposed water and gas main systems. _v"" e. Present wooded area indicated by foliage lines. Any individual trees to be saved should be shown. d 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, showing all catch basins, endwalls, manholes, lengths and sizes of pipes. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches. i. Connections of all springs into proposed-storm drainage system as-needed. }. Location and indications of existing brook channels, and 100-year flood limits. k. A-2 Certification; P.E./L.S. Seal. 6. Landscaping plan: ✓ 7. Drainage calculations: - Zero Runoff Increase per attached guidelines.. 8. Traffic Report: - 2 - 9. 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 verticallyson sheets not exceeding 24 inches by 36 inches, including ruled margins and-containing the following: ."..; r.,, . _ - - ;r•.k a it a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways and.drainage. c. Sight line at driveway & street intersections. d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations. Drainage lines will be shown and described as to material. f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g. Metropolitan District Commission datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. h. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes. To of foundation elevations for building shall be Pe P Pe P g shown. 10. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. M4& 11. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems; the report should deal with the area as a whole, discussing the following points: a. General nature and development of surrounding area. b. Topography and natural drainage pattern. c. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. d. General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. f. Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. - g. map of general area with locations of all tests shown on proposed layout. h. Flood heights of any nearby streams, brooks, or rivers. - 3 - L. Test results and engineering evaluation per Section 4.13 5 - All information above is included in this application at the time of submission. P AN PREPARER 4P.E.LIV 5A—TE May 17, 1995 = 4 - DRAINAGE STUDY for C&P MACHINE COMMERCE WAY SOUTH WINDSOR, CT PDS.. .ENGINEERING & CONSTRUCTI BLOOMFIELD, CT . ;° 12-2-96 pP c sc-�p y= 1�� - 7' '�zs` !• 75� _ ;3-4 CYO iz G -- 74 ------------- � � t�t7 1 4� .�• '53g _ aG „ J�J G CtE N� � .u✓�� e-2-5-7 - 7� C.,aa = g•Q TIE s i e3 Z! ids ti /pc ` 6) a = z94c) 73 v i CCU `J`O _ � �i''�.� P��;—`'�.,i��.�P✓��tit-1- dC���- � _ _ Co • 77 c.�-s � 16 y�� - d -4- 57 c►--tom .use. ���-�"C-r _- � Gi= �o TR-55 STORAGE VOLUME FOR DETENTION BASINS VERSION 1. 11 Project : C&P MACHINE User: BF Date: 12-09-96 County : HARTFORD State: CT Checked: Date: Subtitle: DETENTION BASIN STORAGE - 10 YEAR STORM Drainage Area: 1. 35 * Acres Rainfall Frequency: 10 years Rainfall-Type: II 24-Hour Rainfall: 4. 7 inches Runoff Curve Number: 76 Peak Inflow: 5. 13 cfs Peak Outflow: 2 .4 cfs Runoff Volume: 2 .3 inches Detention Basin Storage Volume: 0. 66 inches or 0. 1 acre feet * - Value provided from Curve Number routine TR-55 STORAGE VOLUME FOR DETENTION BASINS VERSION 1. 11 Project : C&P MACHINE User: BF Date: 12-09-96 County : HARTFORD State: CT Checked: Date: Subtitle: PRE-DEVELOPMENT SITE RUNOFF - 25 YEAR STORM Drainage Area: 1.35 Acres Rainfall Frequency: 25 years Rainfall-Type: II 24-Hour Rainfall: 5.5 inches Runoff Curve Number: 76 Peak Inflow: 6. 01 cfs Peak Outflow: 2 . 86 cfs Runoff Volume: 3 . 0 inches Detention Basin Storage Volume: 0. 85 inches or 0. 1 acre feet TR-55 STORAGE VOLUME FOR DETENTION BASINS VERSION 1. 11 Project : C&P MACHINE User: BF Date: 12-09-96 County : HARTFORD State: CT Checked: Date: Subtitle: PRE-DEVELOPMENT SITE RUNOFF - 50 YEAR STORM Drainage Area: 1. 35 Acres Rainfall Frequency: 50 years Rainfall-Type: II 24-Hour Rainfall: 6.2 inches Runoff Curve Number: 76 Peak Inflow: 6.58 cfs Peak Outflow: 3 . 15 cfs Runoff Volume: 3 . 6 inches Detention Basin Storage Volume: 1. 01 inches or 0. 1 acre feet TR-55 STORAGE VOLUME FOR DETENTION BASINS VERSION 1. 11 Project : C&P MACHINE User: BF Date: 12-09-96 County : HARTFORD State: CT Checked: Date: Subtitle: PRE-DEVELOPMENT SITE RUNOFF - 100 YEAR STORM Drainage Area: 1. 35 Acres Rainfall Frequency: 100 years Rainfall-Type: II 24-Hour Rainfall: 6. 9 inches Runoff Curve Number: 76 Peak Inflow: 7 . 15 cfs Peak Outflow: 3 . 42 cfs Runoff Volume: 4.2 inches Detention Basin Storage Volume: 1. 19 inches or 0. 1 acre feet . . CONSULTING,ENGINEER LAND SURVEYOR SUBDIVISIONS 412 vvssTAvow noAo. *vow` CowwsCTouToeno1 SURVEYS p*omE 673'0446 | SITE PLANNING | ' LAND EVALUATION DRAINAGE STUDIES SANITARY April 3, 1987 J. F" I . Associates, Inc P. O. Box 1061 South Windsor, CT. 06074 Drainage Computations Phase II - John Fitch Industrial Centre South Windsor, CT. Gentleman : Encl please find the computations for the storm drainage in Commerc��Way. As you can see, there is a small amount of detention occuring within the system because of the design outlet is operating under a backwater condition. I have also enclosed the "Drainage Computations, John Fitch Industrial Centre, Sullivan Avenue, South Windsor, CT. " dated November 1985, and prepared by Lucek Engineering Associates, Inc. Thess computations indicate that the detention area developed in Pha�e 7 of this project was sized to function after full develzpment of boLh Phase I & II . Thcrefore, no further detenLion is required as part of this project. If you have any further questions, please contact me. Sincerely, James J /��zzi & L S ' ^ ' ' �ivzr�ry { l�tvan oy Rye G, re�.� - �ocnh �YtGi oY' EXISTING Lu3i FROM TO Qva'n n,,S•, DRAINAGE AREA TIME RAINFALL DISCHARGE LENGTH SLOPE SIZE OF MEAN PIPE CAP INTENSITY Q OF OF PIPE VELOC FLOWING A A C A C A M C A A t M t ! PIPE PIPE FULL COMMENTS ACRES ACRES ACRES MINS. MINS. IN./HR. C.F.S. FT. FT./FT. IN. F.P.S. C.F.S. i r G8 1 Z O.ZI 0.7 O.1S d. " S y.95 1 S 5,$ 0.9 Z8 i o S,7 7.0 C3 r'SS. Z u 6.7,1 0.7 0-IS o.30 S j r C8 S,8 I-7 Zoo a.S% 15 y. 5 0 p-7 ©.O$ O.0F3 f . .5- G / s.7 7.o c-laQ 0.11 0.7 4.OS � 5-q IZo o.s/ ISq c3 o.04 0.7 0.03 0.03 S S �. p. Z i, C-• Z 8 /-0% /.5 5•7 7.0 c6 �y ^7 0•04 0.7 0.o3 6.53 S G S•4 2.9 /oo O.ZS'% 151• Z-9 3.5- c.J o.o( 0.7 a.S.7 S 7 5.a.o 2 3.0 0 1 ,ya ,, q 90 o Z6 / 15 Z-9 3S' : �. S ? 6.IS 0.7 0.11 0.11 $ .5 S•S 0.& Z8 /-0% Is•• 57-7 7.0 II o.OB 5-7 0.06 0.74 5- 7 5-Z 3.8 Zlo 5- 8 3.2 .7. 0. 19 o-.? 10,13 a.13 S 5 S,g o. g o Z8 /.0%, 15 .7 7.0 I L, 0,19 10.7 10-131 1,00 o I z, zso ! o•ZZ I C), 7 ! o.l$ 0.15 5 S S.5B p,9 cro I.o'/o ls�, - 5-,'7 7,0 13 15 0-2-5 0.7 0.19 0_33 s S S-8 / 9 iyS z.o�,°,b 15" g.o 7. i c 3 Cs tY !S 0.17 0.7 a.rz o.tZ S S s. 8 0.7 /S 7 0"J� 0.7 D.-I I o.55 S S -S-8 3.Z zoo o.zS 18 ' 3'2 5,7 cB ca /6 1 7 10.16 O.7 0.13 0.1� S S 5-8 " o.a �8 /.04� cB c _ 1c� 0, o-gl l %9 0`)7 6-7 lZ 0. I2- .5 s' .S-� d.7 zg /o% 7-0 -- .►olrtn r crt _.tctv5.c t ct l►eY1�t'�'. :.,, $Y�. Sv11ti'va� /�vain.r� � � ��=- , . Lv3�i Enge- � 5�r�►. ��r_ rt — coca -, 41.}tnC aY'- EXISTING FROM TO DRAINAGE AREA ' TIME RAINFALL' DISCHARGE LENGTH SLOPE SIZE OF MEAN PIPE CAP. ' INTENSITY 0 OF OF PIPE V£LOC FLOWING COMMENTS AA C A C A C A A t t I PIPE PIPE FULL ACRES ACRES ACRES MINS. MINS. IN./HR. C.F.S. FT FT./FT. IN. F P.S. C.F.S. C� GQ /9 Z) 0.17 0.7 O.fZ l•OS 5 7 512 S•S Z10 ozs Cla c$ S-7 Zo �l o.)9 ©,-? o.ti3 0:13 S 5 5.8 o 0. 8 Za / ors ce D, 10.7 G.6 c s will 51 OtGurG ib 1 2-3 9 0,13 /.31. 5 8 ` 5.0 3.7 S.7 fih a C� C - oa of �o I 0.7 o.IB o-18 S S S-8 /-o + ZS /-o% / 5 �$-7 7 0 I G R �'3 -7 �7 r� q I 2 �7�1 O•ud �. / 17.18 C �/ / �.8 d 1Z.8 CSrS wild'o�cu�a 300 �TT iz.s �o l.ol 0� p„�� � ,q�e4 .,..._� 'top c t3 2� I O(1•' O•Z I G.S O.IO Z�77 S 9 4.8 13. 3 19S Z•y ' 314 1 I _ I I Lucek-,- ngineering Associate.., Inc. Consulting Engineers & Land Surveyors 490 Buckland Road South Windsor, Connecticut 06074 Emil W. Lucek. PE, LS Telephone (203) 644-2474 DRAINAGE COMPUTATIONS John Fitch Industrial Centre Sullivan Avenue South Windsor, CT November 1985 * r. No.6293 *to, TO FSS�ONAL �wua i � 1 �.r,�, :'e)�ne`°d� �� �� / �..�;d � ��-,r'.,���I6L'R■w ,iS fib,. �i-:::r���;«�.. LA nl , _....�..h.......Cie v�e.� GoerC V k _ .. . ..... .... . _.._.__...__._........._..__. ... ........_...........- --'tdy��ww_'��.'�.-. .....�► ..�'✓�v� 20. _Ac.___.-_..._.___ __..._.____._...... _ 98 � . 8 S6Tt PgAk )ZATlE C'k - -'NdvST AL . 41 S1 TE Qo _ 26 ��- • 813 Q1 3 � vfz, v 2= Zo, ,� F -• 1gr r� dJ�(e t _ ..._... ........_..r.. ....__...::...._..... .... ._..w..._..._._........ . . - - - .60 .f RANGE ._.__......_.._.3_. ..._......— i _._. __.._.r...�__..._..T.__..i._....... _•-. ._.. __.r-.__..�.._.._. .. - ... ! c . ...�..—...._T_—.._..:�__.w._._. _.... . ....-:--_.y.. . __.._. __._ .._.. PIPE F --........ _.__.;_.._....i...__. -. - LOM STRUCTURES OVER WEIR w .40 _ 300 CSM ...:....:...... ' �..� FLOW STRUCTURES OVER I50 CSM ...r..:....:.. i. y _..... _ _ - i......._�-._..• ..916 Vj .._ .i_..._:..... 30 _.... ._._.' Z .;.... I s ................. ( p f .__.._.i-------- ........ APPROXIMATE STRUCTURE ROUTING �_ ' _., r a� .25 i e - i FOR SINGLE STAGE STRUCTURESf � f TYPE II DISTRIBU ION r—"—-- — -- _ CHOUR—RA - INF +._._._ .20 �t i ..... 1 _.......:........_......... I ' x......._r........_.,_....... .Is .Io .IS = —= .20 .25 ._' .30 .40 SO _ PEAK RATE OF OUTFLOW '� .70 .BG RATIO PEAK AATE OF INFLOW (Q0 Figure 7-2•--Approximate single-stage structure routing for weir rate and r flow structures over 15C csm release . pipe flow structures over 300 esm release rate. f r ..................._«....................... ...._..._..p - 60 ......._...._.........-_.:........ i...... : :... CO ........... ............ _..._._......._..I ,.._. t.._.. ......:...: ............... ....p._•.:....•.:... 777-71 ..._. -...a....___...._ RANGE . .._T_.._....__ ...__..v....:......:._..�... CSM ........... ._...,....._............ y.. FLOW STRUCTURES ..,.�:.. .... ....._..._...._..i. : ....._ _-------- .._......... _. _. __......... PIPE ...;.... ^ 4 _ _ F� 300 0 - ,. �....._.....,.......... •• STRUCTURES All _ OVER Y - CSM _ .-......:.._._............ i i f .30 _.._._......._......._...... _.. f .. .. ...:... > 5....;. i c ;._........: ... r APPROXIMATE ' ST? t....; 1 UCTIiRE R ! # 3. f � .25 i OUTING f FOR'SINGLE STAGE STRUCTURES ! .... .''.. . TYPE I . I DISTRIBUTION F t _...........i........_....i........ t - 11 •. is s � I ;f F •" 4 t t. i .... f . I r .10 .Is .20 .25 .30 — RATIO PEAK RATE OF OUTFLOW .40 .50 .60 70 .8G PEAK RATE OF INFLOM � � Figure 7-2 -Approximate single-sta ge structure routing for we rate and pipe flow structures t flow structures over 150 csm release ove i r 300 csm release rate. •` I CHART 2 ISO 10,000 168 8,000 EXAMPLE Q (3) 156 0.42 Inehe$ (3.5 feet) 6' 6. 144 5,000 4.120 0o 5. 4,000 • Nw 8• 5. I 132 0 tool 3,000 5. 4' i120 (2) 2.1 7.4 2.000 i? 108 a0 In foot �y 3. 3. 96 1,000 3. - 800 1V PI to ..---+ —• 84 2.600 i► / 2 500 �� ^ rn 72 400 3 2' y 300 6��JP` 1.5 1.5 I I Z w Z 60 u 200 �w 1.5 54 V O i > 48 /w 100 . Z It 80 J Q x 0 // V /4C IL 1.0 1.0 42 W U.0 cW SCALE ENTRANCE c 1.0 TYPE w W 38 9 9 ►- (1) 54ve►e ado*with W .9 I ✓ hoedwall 3 r '33 0 a 0 20 (2) G►eera and with a W 30 hoedwall (3) Groove end •6 27 Ore)eeting 10 .7 .7- I - 24 8 .7 6 To use seois (2) or (3) pro)oot 2I 5 hors►onteily to $cold (U,tMn 1 4 use straight Iaellned line through i 0 and 0 $calls,or reverse as .6 Illustrated. •6 3 P..�_ . I 2 :j 15 .5 .5 1.0 12 HEADWATER DEPTH FOR 11 CONCRETE PIPE CULVERTS HEADWATER SCALES 253 REVISED MAY 1964 • WITH INLET CONTROL BUREAU OF PUBLIC ROAO3 JAM.1963 5-22 I ` C? C&P MACHINE CO. January 7, 1997 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 To whom it may concern: This letter is forwarded to notify you that PDS En & Construction, Inc. has been Engineering g hired as our agent and will represent Condor Investments, LLC in the development of Lots#29 & 30 on Commerce Way. We have purchased the property as of December 20th, 1996 from the previous owner. We authorize PDS to act on our behalf. Condor Investments, LLC is owned by myself and Pedro J. Agreda and we also own C&P Machine Co. Inc. Should you have any questions, please contact me at either 289-2520 (work) or 233-2637 (home). Sincerely, Juan C. Agreda Director Condor Investments, LLC 350 Chapel Road South Windsor. CT 06074 (203)289-2520 IN-HOUSE DEVELOPMENT REVIEW GROUT' MEETING Tuesday, January 14, 1997, 3:00 a.m., Sprenkel Room TO: John Collins ri Jerry lazzetta :.. 8/1 Michael Ganticc Bill Lanning % Mike Ritter Fred Shaw " Karl Reichle Ray Favreau Mel Stead Matt Galligan Gary Tyler Ralph Hedenberg Jeff Folger Bob Deptula {'! ` FROM: Marcia Banach/Michele Lipe The following applications/popooalo will be reviewed at this meeting. Plano are available in the Planning Department for your advance review. 1. Timothy Edwards Addition - 100 Arnold Way(plans Should be in our office on 1/13/97) 2. Appl. #97-021', C&F Machine Company- 5it e Flan of Development for the construction of an 13,708 of building on 1.76 ac. , located on the northerly side of Commerce Way and westerly of Rye Street, I zone. UJ � .A p appil 4- 6�Pk,l PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Sargent Mike Ritter, Fire Marshal Lanning, Ray Favreau, Karl Reichle, Mel Stead FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following project: Zone = Acreage J _ �]� Commercial Subdiv Site Plan Residential ## of Lots/Units Industrial _ W r Location: Project Description: ��, -vimLu Future Town-owned property involved? Yes No (a) new streets (existing frontage also) (b) new open space/recreation area active passive (c) new detention area Planning Department comments: Please let me know by if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. Thank you. PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred aw, Michael Gantick, Sargent Mike Ritter, Fire Marshal Lanning, Ray Favreau, Karl Reichle, Mel Stead FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following project: Zone = Acreage _1 -7 Commercial Subdiv Site Plan Residential ## of Lots/Units Industrial _ cc Location: , i Project Description: ce Future Town-owned property involved? Yes No (a) new streets (existing frontage also) (b) new open space/recreation area active passive (c) new detention area Planning Department comments: Please let Y me know b J/17 1 if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. Thank you. MEMORANDUM TO: Marcia A. Banach, Director of Pla ning FROM: Jerry C. Iazzetta, Town Engineer DATE : January 23 , 1997 RE : C & P SITE PLAN - 97-02 We have reviewed the drawings dated 12-2-96 for the proposed C & P Site Plan and have the following comments : Survey Sheet 1 . There is no legend identifying existing iron pins and monuments versus proposed. 2 . Coordinates and datum required for monument shown. 3 . Original seal and signature of surveyor required. Sheet S-2 1 . This sheet should be certified as to A-2 accuracy with original seal and signature of licensed surveyor. 2 . There is a proposed monument shown along Commerce Way that is not shown on the Survey Plan. Is this to be placed? If so, it should be shown on Survey Plan and coordinates shown. 3 . There is no need for detention on this site. The proposed detention basin should be eliminated. 4 . The plan shows a future second drivewayonto Commerce Way. y This should be eliminated. 5 . A clean out is required for the sanitary lateral as it is longer than 100 ' from the building to the manhole. 6 . Note 5 indicates that roof leaders are to be tied into storm system. This should be shown on plan with size and type pipe indicated. JCl/j sv X197/MABMEMOS/cp c m 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 Soe•co� AREA CODE 860/644-2511 January 28, 1997 Mr. Chris Eseppi PDS Engineering and Construction 107 Old Windsor Road Bloomfield, CT 06002 Dear Chris: RE: 97-02P, C & P Machine Company Site Plan Attached is a copy of comments from the Planning, Engineering and WPCA Departments regarding the above referenced application. Please make the necessary revisions and submit 6 (six) complete set of plans to the Planning Department. Very Truly Yours, e a i Michele R. Lipe Assistant Director of Planning cc: Jerry Iazzetta, Town Engineer C & P Machine Site Plan Key Map 1. Must be in conformance with Section 8.1.2.1 of the Zoning Regulations. (The checklist you provided indicates that this has been done, however, the key map that was filed with the plans does not show ANY of the information required.) Zoning Data Table 1. Maximum impervious coverage should be show 2. Maximum building coverage should be shown 3. Parking requirement and number of spaces being required/provided should be clarified. If you are unable to provide all the spaces as required, a waiver to the parking regulations must be requested. General Comments 1. The second entrance should be eliminated 2. Site triangle out of proposed entrance should be shown 3. The site plan should show the construction of the parking in Phase 11 if you are requesting to have both phases approved with this application. (That does not imply it will all be built at once. The phase line can be shown.) 4. Plans showing the new landscaping as a result of the elimination of the detention basin should be submitted for review. WPCA Comments WPCA approval is required. Will there be a discharge of process waste to the sanitary sewer system? If so, a DEP permit is required. Need of a profile of the building sewer, showing gas and water services. The applicant should avoid the crossing of utilities, if feasible. A MEMORANDUM TO: Marcia A. Banach, Director of Pla ning FROM: Jerry C. Iazzetta, Town Engineer DATE : January 23, 1997 RE: C & P SITE PLAN - 97-02 We have reviewed the drawings dated 12-2-96 for the proposed C & P Site Plan and have the following comments : Survey Sheet 1 . There is no legend identifying existing iron pins and monuments versus proposed. 2 . Coordinates and datum required for monument shown. 3 . Original seal and signature of surveyor required. Sheet S-2 1 . This sheet should be certified as to A-2 accuracy with original seal and signature of licensed surveyor. 2 . There is a proposed monument shown along Commerce Way that is not shown on the Survey Plan. Is this to be placed? If so, it should be shown on Survey Plan and coordinates shown. 3 . There is no need for detention on this site. The proposed detention basin should be eliminated. 4 . The plan shows a future second driveway onto Commerce Way. This should be eliminated. 5 . A clean out is required for the sanitary lateral as it is longer than 100 ' from the building to the manhole. 6 . Note 5 indicates that roof leaders are to be tied into storm system. This should be shown on plan with size and type pipe indicated. JCl/j sv JC197/MABMEM0S/cp g1OWN SE4 0-fe slotdA m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860/644-2511 i SpR.�pN February 6, 1997 CERTIFIED MAIL Chris Eseppi PDS Engineering & Construction Company 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Eseppi: Re: Appl #97-02P, C & P Machine Company At the February 5, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #97-02P - Conservation Plan approval for the construction of an 13, 708 sf building on property located on the northerly side of Commerce Way and easterly of Rye Street, I zone (Assessor's map #121, parcel 6 & 7) as shown on plans prepared by PDS Engineering & Construction, revised through February 3, 1997. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. The permit is valid for five years and shall expire on February 5, 2002. It has been IWA/CC's policy to notify landowner s /a licant s of expiring wetland permits. However, it is the P Y fY ( ) PP ( ) P g landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. 7. We recommend a bond in the amount of$2,000 to be submitted to the Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 8. Hooded catch basins shall be installed to minimize impacts from parking lot stormwater runoff. MEMORANDUM TO: Marcia A. Banach, Director of P1 ning FROM: Jerry C. Iazzetta, Town Engineer DATE : February 24, 1997 RE : C & P SITE PLAN - 97-02 We have reviewed the revised drawings dated 2-3-97 for the proposed C & P Site Plan and have the following comments : Survey Sheet 1 . There is no legend identifying existing iron pins and monuments versus proposed. 2 . Coordinates and datum required for monument shown. 3 . Original seal and signature of surveyor required. Sheet S-2 1 . This sheet should be certified as to A-2 accuracy with original seal and signature of licensed surveyor. 2 . There is a proposed monument shown along Commerce Way that is not shown on the Survey Plan. Is this to be placed? If so, it should be shown on Survey Plan and coordinates shown. 3 . The clean out shall be placed in the sanitary lateral such that there is no more than 100 ' from a structure or building. JCl/j sv JC797/MABMEM0S/cp2-29 �pW N SFq CA s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•CO`' AREA CODE 860/644-251 1 February 25, 1997 � 9 Ip cE REC�EIVED r� Chris Eseppi m F E B 2 7 1997 PDS Engineering & Construction Company SOUTHMNDSOR 107 Old Windsor Road ENG.DEPT. Bloomfield, CT 06002 Dear Mr. Eseppi: Z' Re: Appl 97-02P, C & P Machine Company We are pleased to advise you that the Planning & Zoning Commission voted on February 26, 1997 to approve with modifications the above-referenced application for a Site Plan of Development for the construction of an 13,708 sf building on 1.76 acres located northerly of Commerce Way and westerly of Rye Street, I zone as shown on plans prepared by PDS Engineering & Construction Company, Map #1 and revised through February 3, 1997. 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$2,000. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$1,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. Engineering comments of February 24, 1997 should be addressed to the Town Engineer's satisfaction. 9. Additional low landscaping should be placed on the northwesterly side of the driveway. Black and white transparent mylars of Sheet S-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 must be reproduced on the mylars. LETTER OF TRANSMITTAL PLANNING DEPARTMENT - TOWN OF SOUTH WINDSOR CEIVEo 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 /�� G� MAR 2 7 1997 ( 2 0 3 ) 6 ' 4-2 511 DATE SOUTHWINDSOR mrmpr- TO: _ � r / , ' r` a WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Apel .. No . Pro ect11U , a THESE ARE TRANSMITTED as checked below: ,, /For review and comment r your file For your use As requested Returned with revisions Other PLEASE RETURN/COMMENT BY: COMMENTS : Copy to : From: A)e-&7.)S Tz) v OF f'2iAjT&-7.,) /T /S Swew&- D w4pp -D 9 10 Seq < Go m r r\ ' r 4 o w � Al SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 r�OSOR-CO' AREA CODE 860/644-2511 April21, 1997 Condor Investment, L.L.C. 2682 Albany Avenue West Hartford, CT 06117 RE: C & P Machine 171 Commerce Way SOUTH WINDSOR, CT Gentlemen: The South Windsor Water Pollution Control Authority, at its regular meeting of April 15, 1997, gave approval for the connection to the Town's sewerage system of a commercial building at 171 Commerce Way, as more specifically shown on plans entitled "C &P Machine-Lot#29 & 30 Commerce Way - South Windsor, Connecticut" prepared by PDS Engineering, Drawing No. S2 dated 12-2-96, revised 2/3/97, 3/11/97, and 3/18/97, and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Au thority approval and acceptance of the sanitary sewerage connection will be given once g 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 previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. This approval letter must be superimposed on the final approval plans. Very truly yours, 1". Jos oh J. Carino, Chairman Water Pollution Control Authority JJC:rt cc: Matthew Galligan, Town Manager Michael J. Gantick, Director of Public Works Jerry Iazzetta, Town Engineer 1 Marcia Banach, Director of Planning John Collins, Chief Building Inspector 1 1OW N St 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 OSoe•co AREA CODE 860/644-2511 May 1, 1997 Ronald Jodice PDS Engineering & Construction Company 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Jodice: Re: Preconstruction Meeting - Appl #97-02P, C & P Machine Company IN ATTENDANCE Jeffrey Folger Town of South Windsor 644-2511 ext 229 Ken Lane SNET 725-4295 40 Brainard Road Hartford, CT 06114 Linda Knorr Yankee Gas 292-2257 112 Prospect Hill Road East Windsor, CT 06086 Michele R. Lipe Town of South Windsor 644-2511 ext 252 Robert Donahue Town of South Windsor 644-2511 ext 240 Tracy Lapiene Town of South Windsor 644-2511 ext 257 Ron Jodice PDS Eng & Construction 242-8586 Laurie Fiori Yankee Gas 191-2249 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 the Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. 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 onto Commerce Way. Calcium chloride or water is to be used for dust control as required. Public Works 1. The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following: a. After site is staked out b. All drainage work r C. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six (6) inch lifts e. Placement of bituminous concrete, 2 inch layers maximum 2. Certification of gravel used as subbase will be required from an approved testing company. 3. Certification of all products used -- storm pipe, structures, pavement, etc., shall be presented to the Town Engineer prior to installation. 4. Two (2) weeks notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures (if necessary) of the infrastructure, prior to final pavement. 5. Applicant/developer should be aware that the inspection of the infrastructure improvements may result in the replacement of structure tops and/or structures prior to final paving if found to be deficient. 6. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 7. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located as per revised as-built checklist. 8. 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. 9. Any problems and/or questions regarding construction of this project will be directed to Ron Jodice in the field. 10. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 11. Job meetings will be held as needed, and can be called by the developer or Town. 12. Forty-eight (48) hours notice needed for certificate of occupancy inspection. Two week review period (10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete). See general guidelines for certificate of occupancy and building permit procedures. 13. 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. 14. No paving after October 15 or before April 15 without written approval from Director of Public Works. 15. Normal hours of operation 7:00 a.m. - 5:00 p.m., no work on Sunday. 16. Permits will be required for street excavation and sanitary sewers. 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. SNET/NU 1. Contact utilities for coordination of utilities connection. i Fire Marshal 1. Blasting (if required) to be coordinated with the Fire Marshal. Police Services - Sgt. Ritter 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(s) after construction emergency numbers must be provided to Police Services. 2. All buildings located on property which abuts a public highway must be numbered. Such number(s) (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. Barns garages, and outbuildings which are located on the same remises as a numbered structure , g g g P are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. 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. Very truly yours, -11 I 9�1 Jeffrey H. Folger Zoning/Wetlands Enforcement Officer JHF/pmm cc: Jerry C. Iazzetta, Town Engineer Michael Ritter, SWPS Karl Reichle, Public Works Mel Stead, Public Works Bob Berubt, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: .� CHANGE ORDER CONTACT PERSON��, at CA..- Phone No.��?• �i�S�S 6 Address °I ! rJt v t Site Name it P&Z No Owner Cov,c(c,s X ,,\tjrs � e,.. 4- �k Phone No.269 ti; Contractor F C3 s e Q- Signature of Owner Date: Signature of Design Engr. Date: t` CHANGE: (Describe location and nature of change'. Include Four (4 ) copies of plan/profile of Change. ) .r Reason for Change: (Why is change required) "[D rXPtr3itf Et>W-S7,ecrc>F&7 tV 0t At fed U4t APPROVALS: (As\Required) A/A Dir. Of Planning Date: w Town Engineer Date: Dir. of Public (ot s w Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 's �10%q N S fqOle S-0� ` ga G � s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOe.co��� AREA CODE 860/644-2511 September 16, 1997 C &P Machine - 100 Commerce Way Ronald Jodice PDS Engineering& Construction Co. 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr.Jodice, This letter is to inform you of items that need to be addressed prior to the approval of the Engineering Department for a Certificate of Occupancy. The remaining items are as follows: 1. Sanitary Manhole is to be placed within the Town of South Windsor's right of way. This item was specifically addressed and stressed at the preconstruction meeting at which you were present due to the problems we had with 185 Commerce Way Satellite Tool Machine in which you had the same situation. The location of the sanitary manhole shown on the As-Built Survey by A.H. Fernstein is not accurate. The manhole cover itself in addition to the structure is located on private property. This needs to be corrected. This entire manhole structure needs to be located within the Town's right of way. A new sanitary permit will need to be taken out for this work and all work will need to be inspected by the Town Engineering Department. 2. Plan is to show sedimentation catch basin access manhole. 3. Sedimentation manhole is to have baffle installed. 4. Sanitary lateral invert at the building is required on plan. 5. Sanitary lateral cleanout is to be shown on plan and be brought to grade. 6. 12" PVC pipe —roof leader to be shown on plan. 7. Dumpster pad enclosure needed. 8. Original seal and signature of land surveyor is required. 9. Downed trees and brush piled along westerly property line needs to be removed. —2— September 16,1997 I will be awaiting a revised and certified As-Built showing that these items have been addressed. Enclosed is a letter from the Water Pollution Control Authority. If you have any questions please give me a call at (860) 644-2511 x 257 or Jerry C. Iazzetta at (860) 644-2511 x 245. Sincerely, Tracy A.LaPiene Project Engineer Enclosure (1) TAL cc: Jerry C. Iazzetta,Town Engineer C. Fred Shaw, Supt. of Pollution Control John Collins, Chief Building Official Jeffrey Folger, Zoning Enforcement Officer Abraham H. Fernstein, L.S. 1-rig►- N�C' 10.f 'P C¢!-S �- .,t5 i SEWER LINE EASEMENT i PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS KNOWN ALL MEN BY THESE PRESENTS, that Condor Investments LLC of South Windsor, C'T ONE DOLLAR(S) AND OTTER VALUABLE CONSIDERATIONS, received to its full of THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns the right, privilege and authority, thereto, in, through, upon and over certain-piece of land as described in Exhibit A together with the right, privilege and authority to access the sanitary sewer manhole for purposes of monitoring waste water discharge. 1 . i i Exhibit A EASEMENT DESCRIPTION LOTS 29 & 30 CONDOR INVESTMENTS, LLC COMMERCIAL WAY SOUTH WINDSOR, CT Beginning at the northeseast corner, of the property of Condor Investments, LLC Lots 29 & 30, go 50.00' S 50�-15'49"E to a merestone, thence 212.41' N 70c-59'-49" W to the N.E. corner of the easement, Thence 7.50' S2-55'-26"W, thence 12.50' S 87�-04'-34"W, thence 7.50' N2-55'-26"W, thence to the N.E. corner of the easement 12.50' N 870-04'- 34"E. The easement is comprised of 93.75 s.f. of land. 'Refer to survey by Abe Feinstein titled "as built survey of Lot's 29 & 30, Condor Investments,LLC" dated 9/11/97, revised 12/4/97 t i i i I ' - 3 IN WITNESS WHEREOF, the Grantor has hereunto set its/his/her hand and seal this day of e- c 19 Signed, Sealed and Delivered GRANTOR: in the Presence of : Y STATE OF CONNECTICUT) COUNTY OF HARTFORD ) On this t---L day of 19 �,, before me, C. A , the undersigned officer, personally appe ed known Co me (or satisfactorily proved) to be the person whose name in subscribed : to the within instrument and acknowledge that he/sha executed: the same for the purposes therein contained. In Witness whereof I hereunto -set my hand. t bra •� _ - 3GTT •� NOTARY pit Uy GOLIMQSS M EXPIRE33 FEAR:31,1999 Witness Town Manager Date TOWN HALL USE ONLY Approved by Town Engineer Date ;4/20/90 r z � A SOW N Sf4 a 7-0-Wn 07' sOutA ?404ikdAat s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 860/644-2511 May 4, 1998 Juan C. Agreda Condor Investments LLC C & P Machine Company 100 Commerce Way South Windsor, CT 06074 Dear Mr. Agreda: Re: Appl #97-02P C & P Machine Landscape Bond This is to advise you that the Planning and Zoning Commission voted on April 28, 1998 to release the landscape bond for the above-referenced project in the amount of $t,000. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Chairman FAC/pmm Cc: Town Engineer C? C&P MACHINE CO. February13, 1998 SU Bwl� Town of South Windsor =r'A ,*a 1996 Town Hall ®� �ijads®r Attn: Michele M. Lipe, AICP AGENC P 1540 Sullivan Avenue �s� � �a�ss�o►v South Windsor, CT 06074 Re: Bonds Refund Please be advised that Condor Investments L.L.C. has completed the construction and landscaping of 100 Commerce Way. We are requesting that a bond for $1000)be released. bonds (I approval of the land Wetlands Agency for$2000 and 1 forlandscape If you have any questions please feel free to give us a call at 289-2520 Ext 1. All correspondence should be senCondor Investments L.L.C. C/O C &P Machine Co., Inc. 100 Commerce Way South Windsor, CT 06074 Sincerely yours, Juan C. Ag re� t 100 Commerce Way South Windsor, CT 06074 (860) 289-2520 FAX (860)289-8466 1 t S0* 7-own N Sf4 <� a. C J 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 Soe•co� AREA CODE 860/644-2511 May 27, 1998 Dan J. Ferraina The Ferraina Companies 780 Prospect Hill Road Windsor, CT 06095 Dear Mr. Ferraina: Re: Appl#97-02P, Ferraina Site This is to advise you that the Planning and Zoning Commission voted on May 26, 1998 to release the IWA/CC bond for the above-referenced project in the amount of$1,000. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Chairman FAC/pmm Cc: Town Engineer e C I VE NAY 8 w The Ferraina Companies MAY 6, 1998 MICHELE R. LIPE, AICP ASSISTANT DIRECTOR OF PLANNING TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE. SOUTH WINDSOR, CONNECTICUT: 06074 DEAR MICHELE: PLEASE EXCEPT THIS LETTER AS A. FORMAL REQUEST TO RELEASE THE TWO (2) BONDS WE PRESENTLY HAVE IN. PLACE FROM LAST YEAR, ON A BUILDING OWNED BY US AT 171 COMMERCE WAY, SOUTH WINDSOR, CONNECTICUT. SINCERELY, DAN J. FERRAINA THE FERRAINA COMPANIES 780 Prospect Hill Road. Windsor,Connecticut 06095 860 688 7519 $60 683 8531 FAX TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION ' GENERAL: CHANGE ORDER CONTACT PERSON Phone No. � Address /60 C0AMI4fflCr ' Site Name C *10 , 00C14A41$ 0. P&Z No. Owner 1 Phone No. 1. -Contractor Signature of Owner, & ' Date: - o�c�/ Signature of Design Engr`. + Date: - / CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) , 1 �.. AI ! . Reason for Change: (Why is change required) APPROVALS: - (As Re wired Dir. Of Planning Date: ( l Town Engineer Date: Dir. .of Public W Date: Other Date: S FF C MMENT «.. Fi- •.i Z of *177 White - Town Engineer Yellow - Applicant � `° Pink - Director of Planning Goldenrod - Engineering Department - �.. 't„ ...{4 .r r 7 a: i t t,. x y ti, l_/ !v-• "YyUP s + - �iU G.-16vicke Chairman • cac4��.:ja s RGUPmm a S� yf Town Engineer 1 f a cc: ptieE Building Official . Assessor Superintendent of Pollution Control OEM 11 i Fire Marshal x. .✓ 1 • 1 N 12° t 31- 20"` -- r y ._ IL• 6� PROPOSED y '� p -%+•-►k �.._ '-{ 5 �. . '� P H A S is — _'��, 1. F F 3• i 8. FF. = � o�� O) / •►.av- Tvr`-$Y tea• ;° � � / r• M LCGEN D' p, EXISTING CONTOURS . „ .• �►�- � i8,.:..�tj�. ��0 f'� // —___ �— PROPOSED CONTOURS - g ice- Gt k �5�?=�5-Q•�'J, �-°` ;�' '� / PROPOSED SPOT. ELEVATION ❑ ' - .,. EXISTING CATCH BASIN PROPOSED CATCH BASIN PROPOSED 1" DOMESTIC WATER PROPOSED GAS LINE XoOLO �•M•� PROPOSED TELEPHONE/ELECTRIC �!'. 7rillw . HPS EXT. •WALL MOUNT W/ m SENDER' I also wish to receive the a :complete items 1 and/or 2 for additional services. following services(for an m ■Complete items 3,4a,and 4b. extra fee): d ■Print your name and address on the reverse of this form so that we can return this card h you. y ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. nested'on the mail iece below the article number. 2.❑ Restricted Delivery a m ■wriie'Retum Receipt Req Consult postmaster for fee. P ■The Return Receipt will show to whom the article was delivered and the date c delivered. c 4a.Article Number 3.Article Addressed to: E P 2 OZL E NSTR CO Certified CHRIS ESEPPI 4b.ServiceType d ❑ Registered or PDS ENGINEERING & COP9I'AiNY g Express Mail ❑ Insured 107 OLD WINDSOR ROAD ❑ P BLOOMFIELD, CT 06002 ❑ RetumReceiptforMerchandise ❑ COD 0 7.Date of Del' o ' 8.Addressee's d ress(Only if requested t 5.R ived By:(Pdn _Name) and fee is paid t— - 6.S gn r (Addressee or Agent) X Domestic Return Receipt PS Form 3811,December 1994 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE &SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON �:WX ��J f %_ Phone No. Address A)a C0111(ldra A," 5l. Site Name C IVO 9 & P&Z No. Owner Jvfjjv C. 6-;;; A Phone No. &0 Contractor— jl- Ce - ' , d ' Signature of Owner C Date: 3-24a -ol Signature of Design Engr. ,� c, Date: 3-Z,0-01 CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) )1' rh A it1 t ald e T <S0R i/� Q Reason for Change: (Why is change required) APPROVALS: (As Required Dir. Of Planning Date: Town Engineer Date: Dir. of Public W s Date: Other: Date: STAFF COMMENT t 0 L White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department y IN Levack,Chairman • !ro, J/ woos RGUpnun 1 1� cc: Town\ Engineer Chief Building Official r { Superintendent of Pollution Control YSb Fire Marshal N 120- 13�- 20 ' I ' .8 2' /V Oaf ' _ + PROPOSED 13t_DG, y PHASE PHAS ;� _ ry ,jl,/ t e8 _ 9/3 01S S. 4/400 ' c le I ot+•ti'� , tTCC'�r_'Cs� 1. B ( I- J, /•`. /r _ /"-`. / ,may_-�•.. t _ z1.00' E-- ---- ---- ... .-. go.00 �.� EXISTING CONTOURS PROPOSED CONTOURS 5CL15'49 '— L 9� �g '-Ct / PRO' POSED SPOT. ELEVATION EXISTING CATCH BASIN ® PROPOSED CATCH BASIN PROPOSED 1" DOMESTIC WATER PROPOSED GAS LINE • . , - �/-� — — PROPOSED TELEPHONE/ELECTRI HPS EXT. "WALL MOUNT W/ F NOTES: 1. ROOF DE516N INCLUDES ROOF POINT LOAD OF 15T FOR HVAC UNIT. OWNER TO CO-ORD. LOCATION 12 CONTINUOUS GUTTER YV/ DOWNSPOUTS TIED TO EXIST. DRAINA6E O 26 6A. 51DIN6 PANELS �p YV/ 4" INSULATION -�APPROX. GRADE F.F. EAST ELEVATION EX I ST I NCB PROPOSED 24 GA:STANDING 5EAM ROOF PANELS YV/ 6" INSULATION 26 6A. SIDIN6 PANELS YV/ 4" INSULATION 12'XI2' IN5UL OHO O 50`70 PA55 DOOR ' ■ APPROX. 6RADE NORTH ELEVATION TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON:]"Cl'CRC Phone No.2 Y Z-8Sd r2 Address . Jft °t Site Name �, L.� P&Z No. Owner C6KJv.- zt-x es4- w.�Ll Phone No.2pc1 ZS2-o Contractor D S ey v Signature of Owner Date: 6 Signature of Design Engr. Dater CHANGE: (Describe location and nature of change. Include C Four (4 )�copiies ofL plan/profile of Change. ) Reason for Change: (Why is change required) -To fXOtQ1rf- APPROVALS : (As Required) c Dir. Of Planning Date: C Town Engineer ' 4 Date: Dir. of Public or s ` Date: Other: Date: STAFF COMMENTS: 1 12 4 son mum 1,01 JU N e1997 White - Town Engineer Yellow - Applicant 'C Ifton ce Pink - Director of Planning Goldenrod - Engineer a