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Special Exception/Other (2)
TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING & ZONING COMMISSION APPLICATION FORM i /^ / , � Application No. : MAY 7 1996 Date Received: �/ 7 Co /Public Hearing-b�-, Receipt No. _� South Windsor Planning° & Zoning Commission APPLICANT• Mannarino Builders, Inc. ADDRESS: 1559 Hopmeadow Street, Simsbury, CT 06070 OWNER OF RECORD ON LAND RECORDS Joseph Misky, Jr. -ADDRESS: L5 St. Marc Circle, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: 995± Aver Street west side ) v ) Assessor's Map # 93 Parcel # 21 Zone DRZ NAME, ADDRESS, TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED TO: Wilson M. Alford, Jr. , Alford Associates, Inc. , 200 Pigeon Hill Rd. , P.O. Box 484, Windsor, CT 06095 Tel. (860) 688-7288 Fax (860) 688-3485 THIS APPLICATION IS FOR (Check all that apply) : d7J —1 . Zone Change to (Public Hearing required) //� ® t,— _2. Subdivision/Resubdivision G1�/�� L t / 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 Hearin Re' .5• (Public g Required) ) 4. Site Plan of Development -----�- --- _ ______ _5. General Plan of Development b. Earth Fillip Sec 1 g [ 0] and/or Earth Removal (Sec. 9) (Public Hearing Required) ` _7. Regulation Amendment: Zoning Subdivision _8. Amendment to Town Plan of Development _9. Temporary and Conditional Permit X 10. Other (explain in detail) : DRZ Special Exception/Site Plan er / Appl-icant Ago- (See reverse side for additioni information) r C h 1 DOCKET NO. CV 93-0525690S SUPERIOR COURT JOSEPH MISI4Y, JR. : J.D. OF HARTFORD/NEW BRITAIN o VS. : AT HARTPORD v z PLANNING AND ZONING COMMISSION W OF THE TOWN OF SOUTH WINDSOR DUNE 14, 1995 N STIPi,1LATIQN FOR JUDGMRNT W b z � O The parties hereto stipulate that judgment may enter for the Plaintiff in accordance with the 9 0 o following: z u The Defendant Commission shall approve the change of zone to Planned Residential xw 0 Development and the General Plan of Development as shown on revised maps or plans entitled: u m "Mislry Development Avery Meadow A Planned Residential Community Avery Street 0 South Windsor 0 Connecticut Zane Change - General Plan prepared by )Manner/Engineer/Surveyor: Design Professionals, Inc. 165 South Satellite Road, a „ South Windsor, Connecticut Owner I Applicant Joseph Misky, Jr. L5 St. Marc � Circle South Windsor, Connecticut 06074 Tel. (203) 282-9445, Sheet 1 Cover i Sheet; Zone Change Plan Date: 4-11-91 1 inch = 100 ft. Sheet 214; General Plan Date: April 19, 1995 1 inch = 40 ft. Sheet 3l4; Topographic Plan Date: April 19, z 1995 1 inch = 40 ft. Sheet 4/4," a subject to the condition that the berm and landscape plan come before the Commission at the 0 M General Plan of Development stage for approval prior to filing of mylars. Said judgment shall be entered without costs to either party. F-00 SF-Z'ON TeL2 bfl9 z0z 1 UaNSNH1 T Q0OM3HS °631- i RE:FT 96/z0/b0 f t Dated and signed this 14th day of June, 1995. PI-AINTIFF JOSEPH riIISKY, JR. DEFENDANT PLANTING AND ZONING ® COMMISSION OF THE TOWN OF o SOUTH WINDSOR o c fictcr lay t Michael H. Clinton d Alter, She. � & Janenda, LLC Brady, Willard do Alexander in} n His Attorneys, duly authorized its Attorneys, duly authorized 0 a d J � Judgment is entered in accordance with the foregoing Stipulation for Judgment. z � MWWW ii Dated and signed at Stamford, Connecticut, this day o 19 , -y Z a o } BY Tff"E'VeD Ul e � c w Z f ERTIFIOATLQN. m i This is,to certify that a copy of the foregoing Stipulation for Judgment was hand-defiverml this 14th day of June, 1995, to all counsel of record. X,4�� (:35c- Pet4 Jay Aftej Ca mission of the Superior Court 2 20d] SEE "ON LBLE VV9 20Z f 3 1-1 1UGN3NUf 18 GOOM83HS 163i-ld 2Z:F-ti 96/ZO/VO cam- Soa� y* 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•c�a~ AREA CODE 860/644-2511 April 15, 1996 CERTIFIED MAIL Joseph Misky, Jr. L5 St Marc Circle South Windsor, CT 06074 Re: Appi #92-50P, Avery Meadow Zone Change and General Plan of Development In accordance with the Stipulation for Judgement dated June 14, 1995, issued by the Superior Court, Hartford, CT (docket #CV 93-05256905), please be advised that the Planning and Zoning Commission hereby approves the above-referenced application for a zone change to Designed Residence Zone and General Plan of Development for property located at 995 Avery Street, to be known as Avery Meadow. This approval is based on plans prepared by Design Professionals, Inc., Job No. 90-522, dated April 11, 1991 as revised, and is subject to the following modifications: 1. Approval is for 22 single family units. Ten percent of the units (2 units) must be affordable units per South Windsor Moderate Price Housing Program. The affordable units must be dedicated to the Program by deed restriction and/or in such other manner as the Town may require. 2. The affordable units shall be evenly dispersed throughout the development, and must be dispersed throughout each individual phase. Generally, no affordable unit shall be located adjacent to another affordable unit. Affordable units shall not be apparent by exterior appearance, and shall comprise a variety of unit types. Affordable units must also be representative of the number of bedrooms of the market rate units. 3. Affordable units must be constructed at least at the same rate as market units. (For example, when a phase is 50% complete, at least 50% of the required affordable units for that phase shall be completed. 4. Special Exception and Site Plan of Development approval are required prior to construction, per Section 4.5.5.d of the zoning regulations. 5. Water Pollution Control Authority approval is required. 6. The modified landscaping plan was approved on Noven yr 14, 1995, with the condition that additional landscape bonding is required, to be held until the Commission determines the adequacy of the buffer subsequent to planting. If the buffer plantings are determined to be inadequate to meet the zoning regulations, additional buffering will be required. Within 90 days, a black and white mylar zone change map at a scale of 1" = 40', with a Class A-2 certification, showing the distance and bearings of all boundary lines and acreage of the property where the zone change was granted, with this approval letter reproduced thereon, must be submitted. Black and white mylars of sheet #3 of the General Plan must also be submitted. ar. After the mylars have been endorsed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. Three blueprint copies of the entire set of plans, including architectural elevations, must at j be submitted. Very truly yours, PL NI & ZONING COMMISSION i sell G. Lev k, Chairman RGL/pmm cc: Chief Building Official Town Engineer Superintendent of Pollution Control Assessor Fire Marshal Registrar of Voters Attorney Peter Jay Alter Design Professionals, Inc. Business Manager, Board of Education Q . i say TOWN OF SOUTH WINDSOR CHECKLIST T 9 REQUIRED INFORMATION SAY 7 1996 DESIGNED RESIDENCE ZONE / SPECIAL EXCEPTION/SITE ?OLUV Windsor, APPLICANT t4dakI40 BUILD EIQ(5. two. Planrsing & Zoning Commission PROJECT NAME 'Acky 4,5.4,00w, - Amy o a� This checklist must be signed by plan preparer (P . E. /L.S . ) declaring that all required information is provided. Items 1-9 are required for all applications ; items 10-11 required where appropriate. Check mark for each item supplied. 1 . On each sheet for plans or maps, title block with the following information: V 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 . ✓ g. Proposed open spaces and recreation areas . ✓ h. Driveway cuts on surrounding properties . ✓ 3 . ,- Architectural Elevations : . Plans of the proposed buildings drawn to a scale of 1/8" - 1" - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling. ( see attached ADRB checklist) a . Typical floor plans for dwelling units and recreational buildings . J b. Architect' s seal on elevations for buildings, in excess of 5000 square feet (per CGS Chapter 39+0 ) . 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 other structures, including signs, outside lighting, and dum sters on concrete ad and g g, P ( P screened) . ✓ e. Accessory, maintenance and storage buildings . ✓ f . Bicycle paths, sidewalks and other aspects of the internal circulation system. ✓ g. Easements, noting grantors , grantees, and purpose. ✓ h. Names of abutting property owners . i . 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. ✓ j . All open space or other common or public land uses shall be indicated. k. 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. 2 - 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. ✓ 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. Elevations at all corners and control points of all parking facilities . h. Regulated wetlands and }00-year floodplain or note that none are present. (�S1�OWN OW ggeer Z� e n. i . 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 . j . 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 Certification; P.E. /L.S . Seal . 6 . Landscaping plan: 7 . Open Space/Recreation Site Improvement Plans : Detailed recreational and open space improvement plans and conservation plans . This map shall be drawn to a scale of 1 inch equals 40 feet. ✓ 8 . Drainage calculations : - Stormwater runoff calculations demonstrating zero increase in runoff per Engineering -rr Department guidelines . N 9 . Traffic Report: ✓ 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: ✓ a . Layout of streets in sections coordinated by stations with the profile. b. ,- Street plan showing roadways and drainage. 3 - ✓ 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 . Top of foundation elevations for building shall be shown. P( 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 rr a whole, discussing the following points : N 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 . If d. General description of type of development contemplated. N e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to beused, 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 . 4 - i I ' , ' 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. J 1_ I PLAN PREPARER ( . E. / . S . ) DATE December 20 , 1994 ,r J: 5 - DRZ: AFFORDABLE UNITS PRICE -- LARGER UNITS TRADEOFF Suggested guidelines : 1. For each 100 square feet of additional building area approved, the price of an affordable unit must be reduced by $2, 000 2 . Applicant and PZC shall agree in advance upon the number and type of affordable units to which the reductions shall apply 3 . For purposes of applying the formula, baseline unit sizes shall be as shown on the development plan. Additional building square footage is considered to be any footage in excess of the baseline unit sizes shown on the development plan. For example, if the development plan is approved with all units approximately 1200 square feet in size, a request for increase in size of units greater than 1200 square feet --even if the requested increase is less than the permitted 1400 square feet--is subject to these guidelines Example: Request for 10 units up to 1600 square feet, 1400 feet approved, equals 2000 additional square feet (10 units x 200 additional square feet per unit) . 2000 square feet multiplied by $2000 per each additional 100 square feet equals $40,000 reduction in affordable units . Planning Department 1/92 I I MAY- 9-96 THU 1 4 :04 hiANNAR I NO BU I L_DERS I 2326004 P. 02 SC=ULE A A GertaLn piece or parcel or land situated In the 'town of South Wtndaor, County Oaf Hartford and State of Connecticut, more partic'uiarlay+ boi;nded and described Beginning at a. point on the Westerly aids of Avery Street, said paint being the Southeast ;Coarser or. land now or formerly of Edward S. Waizcm, at uil said point being 240.14 feet Southerly of land now ar f°orMerl.yr of Renediet, Wat ter and Paul Xupchunosl thence from said point of beginning Southerly .along said Westerly highway line of Avery Streets 548.32 feet to a point] thence in 'a generally ' _.Northwesterly direction on a line° forming�an interior angle of 8r' 52o 5q".with the said Weslcei-ly highway line of Avery Str�et, 596.09 feet, more 'ar less, to, a M "� .point twhidh purports to be a monument of Sam seor0) thence in a generally 4outhwestorly directica; an a line formming an Interior'arqgle. of 2330 291 43" with the last described litre, 655.90 feet, to a point (which purports tQ'be*& monument of some part)a and said point being on land now or formerly of U a s Realty Company, Inc,i theme in a generally Northerly 41rectibn 'on a line , forming an interior angle or 52' 18' -30" with the last described line, and along land now or rormerly of u f A.Realty- Company, Inc.;. 489-42 Feet to the saiddli of an oak tree, and continuing generally Northerly along ,arid land now or rorererry of U i 5 Realty Coe pan yj Inc., on a live forming-an interior angle or 182. 251 with the last described 1ine, -327.51 feet to a point oar said land now or formerly of Benedict, utalter and•Pbul Kupchunas; thence in an Easterly direction on si line forming an LA'arior angle of 960 501 400 with the last described line, and along said Umd now or formerly of Benedict, Walter And Paul Kupchunos, 420 feet to a point in a stone wall, and continuing generally Easterly along asAid land now or formerly or Benedict Kupchunos, at eta, an a line forming an interior a** or 180' 99' with the last described liner 551.O7 Feat to a point ai the Northwest corner of said land now or formerly of Edward• S. Maaixon, at ux; thence in a generally Southerly direction on a line foming an interior angle or 780 261 80" with the last described line, and along the Westerly line.of said land now or formerly of Edward S. Maizonr et. uxl 240 feet to a poiqtl .thetrce In a ogee orally Easterly direction on-a line forming in interior angle or 2814 431. 40" with the last described line, end along, the Southerly boundary or said land now or Nrmerly or Edward 4. Miataon, et u%j 200 feet to the point said place of beginning. I I Reference is aide to ,certain map entitled "Property Starveyed for C. •010cchio and A. Kasper Avery Street South Windsor, Conan. Scale 1 inch 40 root April 1970 lreterien i Norf n Successors to Spencer A Washburn, Inc. I hereby certify that this sag .is substantially correct. Melvin C. Stead, Sr*.,R which map is or will be placed on rile in the Town Clerks Office, in said Town of South Windsor. r PRE CCNSnU=CN 14ELTIMS NAME COMPANY ADCRESS TELEPHONE EPHONE rx F )bt -�7,-7 ,4Ir +.� .F,;.c.A,,{ pf -'k.. R f/ A4i C r . Ri ii _ 1M � 9 l 2 a 4,1 L a 3 .23, � � 3sx Paz _ 13 8 v. LY ire 26a- da��� 9 i t2�yS�\14 13,5 �-v-�-� c.✓; d-k� mil. 8 ts,3 = /�. � 6 +- y = l0 73 3 6q7 Z y � AS - BUILT � Avery Meadow LOT # � Tie MH # 6 S/ h � Tie MH # 4 / 53 CAP elev zgg • $° ti � CO � 42f y HITCHCOCK WAY ��` AS - BUILT Avery Meadow o LOT # � Tie MH # 6 � zo 3 Tie MH # 4 flb, CAP elev 30/ 70 HITCHCOCK WAY ,gyp AS - BUILT Avery Meadow o LOT # 3 Tie MH # 6 188 3 Tie MH # 4 3 3' CAP elev 304. E HITCHCOCK WAY ,gyp AS-BUILT Avery Meadow LOT# I TIE MH#4 TIE MH#2 CAP elev. Hitchcock Way MH#2 elev. ----- z MH#4 = elev. ----- AS - BUILT Avery Meadow Lot # Tie MH # 2 Tie MH # 3 71 CAP elev . north v Sedgwiek ; � N Circle Z iF, 0 AS - BUILT Avery Meadow Lot # G Tie MH # 2 Iz? Tie MH # 3 39 CAP elev . 3ox3s north Sedgwick Circle � N Z M � 3 AS - BUILT Avery Meadow Lot # 7 Tie MH # q Tie MH # 3 ZG CAP elev . 3D7, 31.5-*' north Sedgwick Circle Z AS - BUILT Avery Meadow Lot # 8 Tie MH # 2 l72, Tie MH # 3 CAP elev . �� .71 north edgwick Circle O r -lop, ` AS - BUILT Avery Meadow Lot # 9 Tie MH # 2 Tie MH # 3 � CAP elev . 30840 north Sedgwick Circle NO AS - BUILT Avery Meadow Lot # IC Tie MH # 2 Tie MH # 3 CAP elev . 3o7m north Sedgwick Circle AS - BUILT AVERY MEADOW Lot # Tie MH # 2 Tie MH # 1 70 ' Cap elev . HITCHCOCK O WAY AS - BUILT AVERY MEADOW Lot # Tie MH # 2 Zoe' Tie MH # 1 38' Cap elev . 3r3,�a O HITCHCOCK O WAY AS - BUILT AVERY MEADOW dot # / 3 Tie MH # 2 207, ' Tie MH # 1 s2 ' Cap elev . 313- 40 0 r- Mff ! � HITCHCOCK 0 WAY AS - BUILT AVERY MEADOW Lot # � �- Tie MH # 2 zo&,, Tie MH # 1 33' Cap elev . 30• 5-0 MN2 Mai � 'ovc HITCHCOCK WAY AS - BUILT AVERY MEADOW Lot # / 5 Tie MH # 2 / 90 ' Tie MH # 1 46' Cap elev . 3i3. .3o issy '� 49-2 HITCHCOCK -�- WAY Q •(OWN Sfq< 1//_ v/'/�/ y + FTo-u-In 0-te O U s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �f�OSOR•CO AREA CODE 860/644-2511 November 13, 1996 Mr. Robert Mannarino Mannarino Builders, Inc. 41 Oakland Road South Windsor, CT 06074 Dear Rob: At the November 7, 1996 meeting of the Architectural and Design Review Committee, the Committee voted toapprove the house style, "The Sutton", to be built in the Avery Meadows Designed Residence Development. If you have any questions, please contact the Planning Department at 644-2511, ext. 253 . Sincerely, �vl Michele R. Lipe Ass' t Director of Planning AS - BUILT AVERY MEADOW Lot # Tie MH # 2 Tie MH # 1 70 Cap elev . sf /-z) ,v HITCHCOCK WAY 0 Example 1 — No Building Existing Example 2 — Existing Building TOWN OF SOUTH WINDSOR TOWN OF SOUTH WINDSOR .SANITARY SEWER LATERAL FIELD LOCATION SANITARY SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION: Y& p 2, 1990 DATE OF CONSTRUCTION: -VS. 20, 1997 BUILDING ADDRESS : 100 BUILDING ADDRESS : # 157 STREET `W�nf STREET : �i, J6. : - . 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John Smith Digger Const. Co. Dan Digger MAW MR(Pr4NT) 1 NAME OF CONTRACTOR'S SUPERVISOR(PRN) CONIRWMR(PROM NAME OF CON►RACrOWS SUPERVISOR(Pwq 18 mamL u. y4 Y 2-22-97 180 QU. 2m 24 2L2V97 STREET ADDRESS C9 06999 SIGNATlg2E DATE SfREET r- C.7 06123 SIgMATURE DAB TYWW _—S ZP INSPEM BY Tm STATE ZIP INSPECTED 8Y TOWN (860) 234-6678 DATE 60) 999-1155 DATE TELEPHONE NUMBER TELEPHONE NUMBER *m-TOWN PW-CONIRAC OR YELLOW-CONSULTING ENGINEER/DEVELOPER WHrrE-TOWN PW-CDNTRAM YELLOW-CONSULTING ENGINEER/DEVF WER , �fF TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION: BUILDING ADDRESS STREET SUBDIVISION: NORTH ARROW ..r._..._.� _...Y...._._�.._..., .d....__ ..._........_ _._ 1 I I S I } f i ►'`. j 24 I I. 44 L e B ,JCL[7 a .ram i'/</�L l�f�/ lC'lo, K CONTRACTOR (PRINT) F C TRA TOR'S SUPERVISOR (PRINT) STREET ADDRESS SIGNATURE ` (f DATE TOWN STATE ZIP INSPECTED BY TOWN � Q ^ 03^ 2d Z DATE TELEPHONE NUMBER WHITE - TOWN PINK - CONTRACTOR YFI i nW - rnNCI II TIN(; FNGINFFR / DFVELOPER AS-BUILT Avery Meadow LOT# 17 TIE MH#4 TIE MH#2 CAP elev. i �- Hitchcock Way MH#2 z elev. ----- o MH#4 elev. ----- AS -BUILT Avery Meadow lot # Tie MH# 4_ j J,P.,' Tie MH# 5 41" Cap elev . J 0X v � 5� MH# 4 Chapman Circle qQ �� H # 5 elev . - - - - - el v . north AS -BUILT Avery Meadow lot # Tie MH# 4 Tie MH# 5 Cap elev . 'L71, 22- MH# 4 Chapman Circle H # 5 elev . - - - - - el v north AS -BUILT Avery Meadow lot # ? Tie MH# 4 c b7 Tie MH # 5 _,�2_ Cap eIev . MH# 4 Chapman Circle H # 5 eIev . _ _ _ - - el V . !07.0' _ 1 s north AS -BUILT Avery Meadow lot # Tie MH# 4 n Tie MH# 5 ',rw Cap elev . '637-70 MH # 4 Chapman Circle Z. i9% H # 5 elev . 303.99_ el v - _ _ ��lx north AS -BUILT Avery Meadow lot # Tie MH# 4 Tie MH# 5 Cap elev . MH# 4 Chapman Circle 30. . -� H# 5 elev . -�.!Ln - �` �� el v - - - - - - north s Ur"cH r ---p• Headwall Hitchcock Sta 2+00 35'R has erosion around-fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. • Swale not present lot 14, 15, 16. • Ensure positive surface runoff at rear of lot 13. Note: Homeowner states small claims case pending regarding said grading. • No drainage Swale to N of lot 19 • Consult with Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Sidewalk • i section sidewalk over 24"culvert across Avery to be replaced(sidewalk depressed)ie*--y' • 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be re laced to match other sections(sidewalk depressed) • 1 section sidewalk 20' south of utility pole SNET 41454 to be relaced.,, f �. • 1 section sidewalk 15' of C.B. 7 to be replaced ---��-"" CC/ /O23 ,g�sd�'Y n/.5.^.�F ®! �.�-✓r�-P ,r�+'t►'a -SiJ �o % / �'o,i++-� v� ..-�4� Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman • 15 11 B.C.L.C.total around island at 2 locations to be replaced J • 1 l.f. B.C.L.C. 6' north of C.B. 6A to be-re� • 3 l.f. B.C.L.C. 20' north of C.B. 6A to be replaced Sedgewick • Backfill curbing placed on lot 10 • 3 l.f. B.C.L.C. between# 8 & 10 to be removed • 20 11 total B.C.L.C. around island in 6 locations to be repaired • 211 B.C.L.C. 41 Sedgewick to be replaced Hitchcock 1 • 21.f. B.C.L.C. 15' southeast of C.B. 1 to be replaced • 611 B.C.L.C. south of driveway lot 13 #47 to be replaced. 611 B.C.L.C. 30' east of C.B. 4 to be replaced. ignage Street sign at Avery&Hitchcock to have both street names on it. —�i-• Stop bars to be painted 144-4 C" 'PvI' Stop sign posts are not accVptable- replace to To`v�l standards (galvanized posts required). -e oe cy/ `sus sC Utilities ----A# Hitchcock lot 17-%vatergate in sidewalk to be moved out of sidewalk and sidewalk replaced. 'l-�7• Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to be removed or buried Landscaping • Check with Planning Dept.to ensure that/all plantings and landscaping meet requirements. peq / Miscellaneous • Parking area for recreational vehicles not completed-to have fabric, 6"proc. Stone, fencing and gates. tal S:\ENGINEER\Prof.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 101700 TAL.doc Page 2 of 2 MA-AVERY.XLS. 4/29/96 MANNERINO BUILDERS,INC AVERY STREET 29-Apr-96 DETENTION BASIN HEAD IN FEET ABOVE FLOW LINE ELEV FLOW LINE OUT= 298 FLOW OUT IN CFS 12" PIPE HEAD FLOW OUT ELEV. AREA OF CONTOUR VOLUME BELOW CONTO � � 7 f��Q 0 0 296 0 0 0.6 1 300 7090 4727 1 2.2 302 10427 22137 South Windsor 2 - 4.5 304 14023 46498 ;planning & Zoning Commission 3 6 305 17619 62381 5 1 8 306 20000 81280 YEARIINTEN_SI MAX IN MAX OUT MAX EL. DRAINAGE AREA= 11.63 501 4.2 15.63 7.00 302.00 RUNOFF COEFF= 0.32 25 3.8 14.14 6.60 301.60 TIME OF CONCENTRAT 37 10 3.2 11.91 6.00 301.00 INTENSITY= 4.2 5 2.7 10.05 5.70 300.60 ANALYSIS FOR 50 YEAR STORM 2 2.0 7.44 4.80 300.20 PEAK FLOW IN= 15.6 INTENSI 4.2 50 YEAR STORM TOTAL TOTAL WATER .. - TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0 0 0 0 347 0.0 0.0 298.-0- 7.4 3.1 _ 694 0 694 0.2 0.3 298.2 14.8 6.3 2776 133 2643 1.0 2.2 299.0 22.2 9.4 6246 1110 5136 2.0 4.5 300.0-- 29.6 12.5 11104 3108 7996 2.2 4.8 300.2 37 15.6 17350 5239 12111 2.8 5.7 300.8 44.4 13.8 23882 7770 16112 3.2 6.2 301.2 51.6 12.0 29596 10523 19075 3.6 6.6 301.6 59.2 10.1 34498 13453 21044 3.8 6.8 301.8 66.6 8.3 38581 16472 22109 3.8 6.8 301.8 74 6.4 41848 19492 22357 4.0 7.0 302.0 81.4 4.6 44300 22600 21700 3.8 6.8 301.8 88.8 _ 2.8 45935 25619 20316 3.6 6.6 301.6 96.2 ___0.9 46754 28549 18204 3.4 6.4 301.4 103.6 0.0 46959 31391 15568 3.2 6.2 391.2 111 0.0 46959 34144 12815 2.8 5.7 300.8 118.4 0 46959 36674 10285 2.6 5.4 300.6 125.8 0 46959 39072 7887 2.2 4.6 300.2 133.2 0 46959 41203 5756 2.0 4.5 300.0 140.6 1 0 46959 43201 3758 1.4 3.1 299.4 148 0 46959 44566 2373 1.0 2.2 299.0 155.4 0 46959 45563 1396 0.4 0.6 298.4 162.8 0 46959 45830 1129 0.4 0.6 298.4 170.2 0 46959 46096 863 0.2 0.3 298.2 177.6 0 ___46959 46229 _ 730 0.2 0.3 296.2 185 _ 0 46959 46362 597 0.2 0.3 298.2 192.4 0 _ 46959 46496 463 0.0 0.0 298.0 199.8 0 46959 46496 463 0.0 0.0 298.0 207.2 0 46959 46496 463 0.0 0.0 298.0 214.E 0 46959 46496 463 0.0 0.0 298.0 222 0 46959 46496 463 0.0 0.0 298.0 229.4 0 46959 46496 463 0.0 0.0 298.0 236.8 0 46959 46496 463 0.0 0.0 298.0 -AVERY.XLS 4/29/96 AVERY STREET DETENTION BASIN 29-Apr-96 I TOTAL EXISTING1 EXISTING IMPERV TOTAL EXISTING AREA HOMES DRIVES ACRESqA*C C REACH ACRES1500 SQ F 1000 SQ FT C=.9 1 11.634 3 3 0. 17 0.21 2 0.496 0 0 0.00 0.20 TOTAL 12. 13 3 3 0.17 2.55 0.21 _ PROPOSED PROPOSED PROPOSED IMPERV TOTAL DEVELOPED AREA HOMES DRIVES ROADS ACRES ABC C REACH ACRES 1500 SQ F 1000 SQ FT SQ FT C=.9 1 11.634 22.25 22.25 33767.5 2.05 3.76 0.32 2 0.496 1.75 0 0 0.06 0.14 0.29 TOTAL 12.13 24 22.25 2.11 3.90 0.32 Tc OVERLAND 100 FEET 800 FEET TOP ELEI 328 TOP ELEV 318 BOT ELEI 318 BOT ELEV 302 DROP 10 DROP 16 SLOPE 10.00% SLOPE 2.00% TIME = 6 MINUTES TIME = 31 MINUTES Tc=37 MINUTES I25= 3.78 INCHES PER HOUR EXISTING FLOW= A*C*I 14.76 CFS REACH 2 BY-PASS 0.50 ACRES BY-PASS C = 0.29 BY- PASS FLOW 25= A*C*I 0.53 CFS TO BASIN 11.63 ACRES FLOW BY-PASS= 0.53 CFS FROM BASIN= 6.60 CFS TOTAL AFTER DEV 7.13 CFS EXISTING FLOW_ 14.76 CFS DECREASE 7.63 CFS OR 51.7j HYDROGRAPH 16 14 12 10 —a[--Seriesl 8 s Series2 6 4 2 ............................... .................... ................ ................. ............ ............. 0 ————————————————— gi,L——————— 0 14 29 44 59 74 88 10 11 13 14 16 17 19 20 22 23 25 0 14 29 44 59 74 88 10 11 13 14 16 17 19 20 22 23 25 .8 .6 .4 .2 .8 3. 8. 3. 8 2. 7. 2. 7. 2 6. 1. .8 .6 .4 .2 .8 3. 8. 3. 8 2. 7. 2. 7. 2 6. 1. 6 4 2 8 6 4 2 8 6 6 4 2 8 6 4 2 8 6 A I�n �01 LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 / ( 203 ) 644-2511 DATE 9� TO: 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 A 1 .. No . Pro ct THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS : 9 I RECE�v�O Copy to:. From: 1a4 `T. MAY 8 19,, JSSOUTH WiORN o W/ APPuc*jT- l7W bS WILC P F Sc7J7` A PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Town Manager, Michael Gantick, F ed Shaw Agent Rich Bond, 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: �(o Zone 'DR Acreage + Commercial Subdiv Site Plan Residential # of Lots/Units Industrial Location: U, 01. Project Description: 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 y��i(, if you will have comments on this application so that I can follow up with your department when�I duo a Planning Department report. Thank you. �`—,O/1-u�`/�H�ic c�.....:� ow-z/�"" y+-r-cr•-,C-�.� :r o(.�c- :u-e....,-�.� at�.v�-� PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Town Manager, Michael Gantick, F ed Shaw Agent Rich Bond, Fire Marshal Lanning, Ray Favreau, Karl Reichle, Mel Stead FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineerin Departments have received plans for the following project : �� P Zone 'DR Acreage Commercial Subdiv Site Plan Residential # of Lots/Units a o1 Industrial Location: kAv" J f�a.c� -cz,✓ ate. Project Description: 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 y��il, 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. v /? c. .�c-VL..z.t,�,lJ�. ��..Cf-Y,,,t---•�- �-• vr-K.i... V.�i�t..�' - - AVERY MEADOW COMMENTS May 15, 1996 �. 1. Open space along Maizon- what reason? 2. C.L.&P. R.O.W., is it really open space? If so, why not extend lot lines to property line. 3. What does Board of Education think about open access to Philip Smith School property? Security? Liability? 4. Suggest that home owners association be responsible for all open space area along Maizon and C.L.&P. R.O.W. 5. Main road in cul-de-sac should be built to standard specifications -the other two owned by association. 6. Entrance to clusters are very narrow -what about maneuverability for trash collection, fire trucks, etc. 7. Too many driveways on cul-de-sacs - no place for snow storage. 8. Suggest three centralized mailbox locations. 9. May be a drainage problem at Avery Street when slush in gutters. 10. Outlet from detention pond should flow northeast through basins in new proposed road and to 18" RCP on east side of Avery Street. 11. Where is the recreational vehicle parking area. 12. How are the parking spaces (2.5/unit)being provided. c:\wp4ne1\averymed.cmt MANNARINO BUILDERS INC QUALITY CUSTOM HOME BUILDERS FOR OVER 25 �YARS May 16, 1996 PROPOSED HOMES FOR AVERY MEADOWAll c1l , �., ✓1. "THE TAHOE" 1400 S.F. 30R 2 BEDROOM COLONIAL W/ 1 1/2 OR 2 1/2 BATH t='' - ,_ l4 60,,<, f 2. 'THE WINTHROP" 1400 S.F. 3 BEDROOM COLONIAL v T �/le� 3. "THE BRIGHTON" 1400 S.F. COLONIAL W/1 1/2 BATH J4. "THE OXFORD" 1400 S.F. CAPE 3 BEDROOM 2 BATH _c. ✓5. " THE ALEXANDER" 1550 S.F. COLONIAL 3 BDRM 2 1/2 BATH 6. " THE ESSEX" 1600 S.F. COLONIAL 3 BDRM 2 1/2 BATH i_ THE WINTERHALL" 1600 S.F. RANCH CAPE 2 1/2 BATHIvi ko ,u tk s � i Y 6 5 8 - 9 1 1 3 1559 HOPEMEADOW STREET FAx 658 9469 SIMSBURY, CT. 06070� A. e Architecture and Design Review Committee Minutes 5/16/96 Members Present: Ron Johnson, Tim Wentzell Staff Present: Michele Lipe, AICP, Assistant Planner/Analyst 1. Appl. #96-26P, Avery Meadows Special Exception and Site plan to construct 22 homes on 26+ acres, located on the westerly side of Avery Street, southerly of Country View Drove, DRZ. Rob Mannarino of Mannarino Builders Inc. was present to review the proposed development. He presented the general layout of the development; proposed landscaping of the project as well as the landscaping of the individual units; and seven proposed house styles he would like to offer in the Avery Meadows development. The following is a list of general comments the committee had as recommendations: 1. all windows are to include the grills as shown; 2. any fireplaces constructed must be masonry 3. no skylights permitted in the fronts of the houses; 4. lots 4, 10, 17 and 22 must have a pair of windows facing out to the principle street, with shutters and foundation landscaping to break up the wall; and 5. sidewalk should be extended a couple feet to the cul de sac. The following specific comments were made regarding the individual house styles proposed: "The Tahoe", "The Winthrop", "The Brighton", "The Essex", and "The Winterhall" were all accepted as submitted. On "The Oxford" house style the committee recommended architectural shingles be used; on "The Alexander" house style, the committee recommended the dormers be lowered to the fascia level. The committee suggested the applicant return with "The Winthrop" house style drawn with similar elements used on the other houses. The applicant indicated that he will be returning at a later date with some additional house styles, proposed signage and proposed lighting. 2. Appl. 96-29P, Crandall & Daughter Site Plan- proposed construction of a 1,600+ sf retail store located at 544 Buckland Road, GD zone. Julie Muller was present to discuss her proposal. The proposed retail store will be primarily for the sale of quilts, however she will be selling some art work and antiques on consignment. Ms. Muller briefly reviewed the sight layout indicating that there were already some changes being made to the site plan. The proposed architecture of the building will be a farmhouse with clapboard, dark green shutters and doors, double-hung multi-pained windows with grey/black architectural shingles. The committee discussed the proposed layout and landscaping. Overall they felt the architectural style was attractive. The board requested the applicant return showing additional plantings and/or fencing shown along the front of the property; the final design of the store; the proposed signage; and the proposed lighting fixtures to be used on the parking area. The meeting adjourned at 7:05 pm. The second applicant will be returning to Architecture and Design Review Committee on Thursday, May 30 at 5:30 pm with the additional information requested. Respectf lly submitted: Michele R. Lipe, AICP Assistant Planner/Analyst i 't-4 j4AJ La� zi � 4 j k RZ is i )14 1i ScOV I dx�o�u d&ot& C r t --- _� —_ c:�--- --- — — —--- — ---- fir_-------�� --�e�il=v=_ �L.:�•--�-- ;f_ - � ��.: jl �I 'i j i� i�� - __._. I eyle Xl .,i ;I' i ;1 i 4,f, TOWN OF SOUTH-WINDSOR GUTTER FLOW ANALYSIS FORM 2.l PROJECT ! DESIGNED BY DATE gvFKY M�Aoo� CCA 5-30-9 STREET a FIRM 4cr-o(Lt> CHECKED BY SHEET No AV N I S V 8 H 01d0 to c� !� ° O N IJNI831N3IV q © fl 13-1NI JNISStJdA9IV O 4 O 4 © 4 0 0 ® t} 131NI JNf SSddAB 0 o r ' p — ►� ri MOIJ JO H10IM M o ff: rn - - L� Q -- r 8311nJ id _ MO-Id JO Hld3a a _ o r` `� -' a�~ } Z: o • 83a--inOHS J0 3dOIS 'SS080 ", c, P t U31lno AO 30V80 2 c, 13 l N I. 01 0 m s p 4 o CG AIISN31NI IIdJNId21 CO �' � � - o � o 0 _ ,.n _ _ �- I to , Id Jo wns ra IV a _,20 V) r-- 0 1N31011J300 AJONns knn1 N S383d N1 d3NV M T - 00 ° - O © ni Q 13 l N 1 01 3 W I 1 a �' _ C!1 _ �_' 1p \n 13SJJO ONd NOI1d1S 131N1 oDto V v V cam, U V -49- "1 TOWN OF SOUTH WINDSOR STORM SEWER SYSTEM DESIGN FORM 2.2 PROJECT DESIGNED BY DATE STREET FIRM ACFbF-C� CHECKED BY SHEET No H31VMOV3H a A1I0VdV0 -mnd A1100"13n 30V83AV c'j O — v, tin 1n r- :s �P — cl M -4- 7' a o 3dOnS = LA r ip 4 3dld d0 HION3-1 ol p N P ur rp a � �ry r A � VN 3ZIS 3dld 0 C W31SAS NI 0 OD s In o a tv 4 _ c; to � A11SN31N1 -1'IV3NIV8 43 a' 00 oL 3 } or; W31SAS NI IV d O W n S c° .a — N NISVB H01V0 rn 0 JNI831N3 IV 3W11 a31VnnWn00V v 3dld N1 3W11 m -D 13-I N 101 3 W 11 cv --0 S a ,� 1N3WJ3S 3N I-1 V` —52— 40 fill, Ink ;!H AN Wet ?AS MITI 4w, low - IM 13 IA MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: June 20, 1996 RE: AVERY MEADOWS 96-26P We have reviewed the drawings dated 5-24-96 for the proposed Avery Meadows and have the following comments: General Comments: ,�'l. Plot Plan is required. 2. Madison Street should be changed. There is already a Madison Way. � � Gravel access road required over pipes into and out of detention basin. 4 Easement is required to the Town for maintenance of pipes and detention basin. Drainage Calculations 1 Gutter Flow analysis - CB #4A capacity should be checked for "Capacity of Grate Inlets �'• -% in a SAG" as per Town of South Windsor Public Improvement Specifications. J i, Sheet 1 }'1. Streets should be labeled. 2. Main Road` a. Island in cul-de-sac must be deleted. b. Catch basins should be placed in front of lots 1, 16,14, (across from CB3). ,�,c. The RV Parking area must be moved out of the cul-de-sac. Only three driveway curb cuts are allowed in a cul-de-sac. d. Sidewalk should continue around cul-de-sac at least to lot 14. e. Width of roadway should be indicated. 3. Type, size, length, slope of pipes should be shown. :i-4. Disposition of roof leaders should be indicated. 5 Sanitary laterals and footing drains should be shown, with inverts. 6. Sed,gwick Circle a. Width of road at main road should be shown. b. Additional catch basin should be placed in front of lot 9. 7. Chapman Circle Li Catch basins should be placed in front of lots 18 and 22 (near lot 21) and also near intersection of main road. b4v Note should be placed indicating that the driveway for lot 22 is not allowed within ; V' the cul-de-sac. 8. Sight distance should be shown at Avery Street. 9. Note #2 indicates trees to be removed. These should be identified on plan. 10. Test pit locations and information should be shown. 11. Note indicates "Encroaching cone. walk". An easement for use of sidewalk will be needed. Marcia A. Banach Avery Meadows June 20, 1996 12. Detention basin a. Basin too close to lot#1. b. Basin should not encroach on lots 1 & 2. c. Outlet & inlets are too close to each other. Inland/Wetland has required some modification of this. 13. Open space ownership needs to be identified. Sheet 2 1. Note 10 should indicate maximum slope is 3:1. Sheet 3 1. Detail for Recreational Vehicle Parking should include additional depth of stone over a filter fabric. 2. The Town Standard for Town Road Pavement section should be shown. 3. Storm drain trench detail should show stone bedding to the spring line of ADS pipe as per Town Standards. 4. Pavement section for private road does not match topographic plan for Chapman Circle and for Sedgwick around the circle. Sheet 6 1. Inverts not shown for lots 11 & 12. 2. Footing drain for lot 1 should not be placed in detention basin. 3. Inverts for sanitary lateral and footing drains at the mains should be shown on plans. 4. Sight distance and trees to be removed should be shown on the plan. 5. Slope for cul-de-sac on main road not indicated (1% min. gutter grade required). Also landscape circle should be eliminated. 6. Finish floor elevations should be shown on profiles. 7. Information for storm pipe from basin outlet to CB #9 is not indicated on profile. 8. Slope of main road at Avery Street is not shown. 9. A minimum of 100' is required for tangent. 10. Profile for Chapman & Sedgwick Circles should be shown around the circles. 11. Slopes for Chapman & Sedgwick not shown. Minimum gutter grade in cul-de-sacs is 1%. Sheet 7 1. Sanitary laterals to properties on both sides of Avery Street should be provided. Coordinate with Superintendent of Pollution Control. JCl/jsv JC1X1WBMEW0S14_rY r I MANNARINO BUILDERS INC QUALITY CUSTOM HOME BUILDERS FOR OVER 25 YEARS June 24, 1996 D TOWN OF SOUTH WINDSOR JUN 24 1996 MARCIA A. BANACH,DIRECTOR OF PLANNING TOWN HALL South Windsor 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT.06074 Planning & Zoning Commissiob RE:APPLICATION #96-26P,AVERY MEADOW REQUEST FOR WAIVER TO BUILD THREE MODEL HOMES BEFORE BOND IS IN PLACE DEAR MARCIA, I AM WRITING THIS LETTER TO FORMALLY REQUEST,FROM THE COMMISSION,A WAIVER TO BUILD THREE MODEL HOMES BEFORE A BOND OR LETTER OF CREDIT IS POSTED,WITH THE UNDERSTANDING THAT A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL BOND IS IN PLACE.IF YOU HAVE ANY QUESTIONS PLEASE CALL. THANK YOU ROBERT MANNA O PRESIDENT 6 5 8 - 9 1 1 3 1559 HOPEMEADOW STREET FAX 658 9469 SIMSBURY, CT. 06070 ,UN 2 6 nm ASSISTANT TOWN C TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JUNE 29, 1996 SOUTH WINDSOR - PLANNING & ZONING COMMISSION At its June 25, 1996 Regular Meeting, the Commission voted to take the following actions: 1. Approve appl #96-34P, Esteem Manufacturing - Site Plan of Development for the expansion of a parking lot on property located at 175 South Satellite Road, I zone 2. Approve appl #96-19P, John Goodwin Interior Lot - request for a special exception to article 4.6 of the Zoning Regulations and subdivision to create one interior lot on property located at 1075 Main Street, A-40 zone 3. Approve appl #96-23P, Faith C. Martin - Zone Change from RR to A-20 for .43 acres located at 1164 Sullivan Avenue 4. Approve appl #96-26P, Avery Meadow - Special Exception to Article 4.5.2 of the Zoning Regulations and Site Plan of Development for the construction of 22 units on± 16.05 acres located on the westerly side of Avery Street, southerly of Country View Lane, DRZ 5. Approve appl #96-28P, Robert C. Hatch - Resubdivision and modification of special exception to combine two lots into one lot on property located on the easterly side of Avery Street and westerly side of Pheasant Way, RR zone 6. Approve appl #96-33P, Maxine W. Bahler - Special Exception to Article 4.7 of the Zoning Regulations to create an accessory apartment on property located at 240 Beelzebub Road, A-30 zone Russell G. Levack, Chairman A SOWN se Town Ole Soum ?Aeul"Alot c � m 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 r AREA CODE 860/644-2511 SOR•COt� July 2, 1996 CERTIFIED MAIL Robert Mannarino Mannarino Builders, Inc. 1559 Hopmeadow Street Simsbury, CT 06070 Dear Mr. Mannarino: Re: Appl #96-26P, Avery Meadow DRZ Site Plan/Special Exception We are pleased to advise you that the Planning & Zoning Commission voted on June 25, 1996 to approve with modifications the above-referenced application for a Special Exception t i 1 4 pp pp peco Article e .5.2 of the Zoning Regulations and Site Plan of Development for the construction of 22 units on± 16.05 acres located on the westerly side of Avery Street, southerly of Country View Drive, Designed Residence Zone as shown on plans prepared by Alford Associates, Inc., revised through May 24, 1996 . 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$10,000. 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 buildings have basements. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. All approval conditions for the General Plan of Development must be adhered to per approval letter dated April 5, 1996, application #92-50P. 8. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining site bonding, and all bonds shall be posted prior to the filing of plans. If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it is holding. 9. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of$1,000,000. 10. For the purpose of refuse and recyclable collection, the property owner must grant to the Town, its agents and employees the right to enter and re-enter harmless from any and all liabilities that may occur with respect to refuse and recyclables collection. 11. Any changes in the building finish floor elevations must be approved prior to a building permit application. The requested change must be forwarded via a Change Order Request Form. 12. All building permit applications shall have inverts, size of pipes and length of pipes proposed for sanitary laterals, roof drain/foundation drain pipes, and street storm pipes. 13. Progress as-builts are to be submitted prior to paving of the streets. 14. The principal street is approved as a Town street and must meet all Town public improvement specifications for Town streets. Location of all above-ground utilities and fixtures in the Town right-of-way must be coordinated with the Public Works Department. Mailboxes must be centralized in three (3) locations, and street trees on the cul-de-sac must be moved farther away from the street, to provide snow storage areas. 15. The Town Council shall have first right of refusal for the open space. If the Town Council chooses not to accept all or part of the open space, then it shall be association-owned. 16. The two trees on Avery Street located immediately north of the site entrance street must be removed because of sight line obstruction. Removal of the third tree north of the site drive must be bonded for removal in the event that it is determined to be a sight line obstruction after construction of the entrance street. 17. Plans must show the amount of impervious coverage,,the correct number of moderate-priced units. 18. Engineering items contained in the memo dated June 20, 1996, to the Director of Planning must be addressed to the Town Engineer's satisfaction. 19. . Permission is granted to construct 3 model homes prior to posting of the site bond, subject to the following: a. All normal building procedures still apply, e.g., provision of emergency access, building permit procedures, etc. b. The model homes are not for sale and cannot receive certificates of occupancy until the site bond is posted and final plans are filed in the Town Clerk's office. All standard certificate of occupancy procedures remain in effect. 20. Open space access between lots 6 & 7 must be delineated in such a manner that it is clear to residents that this is an access way for their use. 21. Evergreen hedge along north boundary is approved. Some of the white pines should be replaced with spruces, and evergreen understory should be added, e.g., rhododendrons. 22. Screening plantings between lots should be maintained in accordance with the proposed plan. 23. Commission requests that applicant return to IWA/CC to request modification to allow berm in wetlands buffer area. If IWA/CC is amenable, PZC will allow the berm to be lowered by 2 feet to minimize base area and area of encroachment into wetlands buffer. 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) 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 within 90 days. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The enclosed Special Exception form must be completed and filed in the Town Clerk's officer. The special exception will take effect upon filing. Very truly yours, T NG & ZONING COMMISSION . Levac 1hairm RGL/pmm Enclosures cc: Chief Building Official Assessor Town Engineer Superintendent of Pollution Control Registrars Fire Marshal Business Manager, Board of Education Alford Associates I, Russell G. Levack, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on December 12, 1995 the Planning and Zoning Commission granted to Robert Mannarino a Special Exception to Article 4.5.2 of the Zoning Regulations for the construction of 22 units on± 16.05 acres located on the westerly side of Avery Street, southerly of Country View Drive, Designed Residence Zone as shown on plans prepared by Alford Associates, Inc., revised through May 24, 1996. Assessor's Map and Parcel Number: Map 93, Parcel #21 More particularly bounded and described as follows: (legal description from Deed or Mortgage) Beginning at a point on the Westerly side of Avery Street, said point being the Southeast corner of land now or formerly of Edward S. Maizon, et ux, said point being 240.14 feet Southerly of land now or formerly of Benedict, Walter and Paul Kupchunos; thence from said point of beginning Southerly along said Westerly highway line of Avery Street# 548.32 feet to a point; thence in a generally Northwesterly direction on a line forming an interior angle of 81° 52' 59" .with the said Westerly highway line of Avery Str1aet, 596.09 feet, more or less, to a point (which *,sports to be a monument of some sort); thence in a generally southwesterly lirection on a line forming an interior angle of 2330 29' 43" with the last described line, 655.90 feet, to a point (which purports to be'a monument of some sort), and said point being on land now or formerly of U & R Realty Company, Inc.; thence in a generally Northerly direction on a line forming an interior angle of 52° 18' 30" with the last described line, and along land now or formerly of U i R Realty Company, Inc., 489.42 feet to the middle of an oak tree, and continuing generally Northerly along.sbid land now or formerly of U 8 R Realty Company, Inc., on a line forming an interior angle of 182° 25' with the last described line, 327.51 feet to a point on said land now or formerly of Benedict, Walter and•PAul Kupchunos; thence in an Easterly direction on a line forming an interior angle of 960 50' 40" with the last described line, and along said land now or formerly of Benedict, Walter.and Paul Kupchunos, 420 feet to a point in a stone wall, and continuing generally Easterly along 34id land now or. formerly of Benedict Kupchunos, et als, on a line forming an interior angle of 1800 59' with the last described line, 581.07 feet to a point at the Northwest corner of said land now or formerly of Edward S. Maizon, et ux; thence in a generally Southerly direction on a line forming an interior angle of 780 16' 20" with the last described line, and along the Westerly line.of_said land now or formerly of Edward S. Maizon, et ux; 240.feet to a point; thence in a generally Easterly direction on-a line forming an interior angle of 281* 43' 40" with the last described line, and along. the Southerly boundary of said land now or formerly of Edward.S. Maizon, et ux; 200 feet to the point and place of beginning. OWNER OF RECORD: Joseph Misky, Jr. Dated at South Windsor, Connecticut this 2nd day of July, 1996 In accordance with CGS Section 8-3d 7 R sell G. Levack, Chairman Planning & Zoning Commission Received for record this day of , 19 ,at South Windsor, Connecticut ATTEST: Town Clerk M E M O R A N D U M DATE: July 5, 1996 TO: Planning & Zoning Commission FROM: Marcia A. Banach, Director of Planning RE: Request for larger homes, Avery Meadow DRZ Requests for larger homes (1800 square feet maximum) have been approved in previous Designed Residence developments, including The Neighborhood and Redfield. In the past, the trade-off has been a reduction in price of moderate price units commensurate with the increase in unit sizes for market rate units. The following formula has been used: For each 100 square feet of additional building area approved, the price of a moderate unit must be reduced by $2,000. Note that the size of moderate price units must be representative of entire development's unit size, i.e., if 50% of the market-rate units are 1600 square feet in size, then 50% of the moderate-price units must by 1600 square feet in size. Problems experienced at Redfield with larger units were related to between-lot grading and drainage, and were due solely to the large size of the units vs. the small size of the lots. Retaining walls between lots were necessitated in some instances. Another possibility the Commission may want to consider is some improvements to the open space in exchange for larger units, rather than a reduction in price for moderate-priced units. gp.NN 3f44Town 0-,44?sotdA ? 04fld4�at - c U-a s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860/644-2511 t,OSpR,CpC� July 8, 1996 Robert Mannarino Mannarino Builders, Inc. 1559 Hopmeadow Street Simsbury, CT 06070 Dear Mr. Mannarino: Re: Application#96-26P, Avery Meadow At the July 3, 1996 regular meeting, the Inland Wetlands Agency/Conservation Commission approved a request for the modification of approved wetland application to relocate the detention basin. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION E beth A. Warren, Chairman EAW/pmm cc: Chief Building Official Planning & Zoning Commission Town Engineer Alford Associates, Inc. MANNARINO BUILDERS INC QUALITY CUSTOM HOME BUILDERS FOR OVER 25 YEARS July 9, 1996 TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT. 06074 RE: APPLICATION#96-26P AVERY MEADOW DRZ SITE DEAR COMMISSION MEMBERS, I AM WRITING THIS LETTER TO REQUEST THAT CENTRALIZED MAIL BOXES BE DELETED FROM THE APPROVAL LETTER AND THAT MAILBOXES BE TREATED THE SAME AS OTHER SINGLE FAMILY HOMES IN TOWN. IF YOU HAVE ANY QUESTIONS PLEASE CALL AT 203- 644-9000. THANK YOU ROBERT M NO PRESIDENT 6 5 8 - 9 1 1 3 1559 HOPEMEADOW STREET FAX 658 9469 SIMSBURY, CT. 06070 JUL-11-96 THU 12 :44 MANNARINO BUILDERS 1 2326004 P. 02 WOT -'06 111U 11 00 FAX TBOXAS FAM INURANCE a001 _T Fri 07/11/% P, • . pWqaE OF WTN. 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IN SIP Pp,r, i//:il�_�■1111111111■■■11111 t11111■®■11111■1111■■®■1111 • ,"W N SC4 O a s wG 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR.000 AREA CODE 860/644-2511 July 18, 1996 Robert Mannarino Mannarino Builders, Inc. 1559 Hopmeadow Street Simsbury, CT 06070 Dear Mr. Mannarmo: Re: Appl #96-26P, Avery Meadow Mailboxes Please be advised that the Planning and Zoning Commission voted on July 16, 1996, to deny your request of July 9, 1996 for deletion of part of Item #14 in the approval letter dated July 2, 1996 referring to the mailbox locations. The Commission concluded that the requirement for three groups of mailboxes is reasonable in a high-density development. If you have any questions, feel free to call the Planning Department at 644-2511, ext. 253. Very truly yours, i G & ZONING COMMISSION .ell G. Lev , Chairman RGL/pmm cc: Town Engineer Chief Building Official S"NN SF4 C -own Ole Sotzm `V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �w SOR•CO AREA CODE 860/644-2511 July 22, 1996 Mr. Russell Levack Chairperson T Planning & Zoning Commission + Town of South Windsor ]IF 1540 Sullivan Avenue South Windsor, Ct. 06074 JUL 26 1996 South Wind-o' ' Dear Mr. Levack: Planning & i U*jst on At its Regular Meeting of July 15, 1996, the South Windsor Town Council approved the following Resolution: WHEREAS, the Open Space Task Force has reviewed proposed Avery Meadow open space located on the east side of Avery Street, north of Philip Smith School; and WHEREAS, the proposed open space received a favorable rating for Town ownership because this open space is contiguous to Philip Smith School open space to the south and Countryview Estates open space to the north; and WHEREAS, the Open Space Task Force has recommended that the Town Council endorse acceptance of the proposed open space as Town-owned open space; NOW, THEREFORE, BE IT RESOLVED that the Town Council endorses the acquisition of the Avery Meadow open space as Town open space . Respectfully submitted, Patricia R. Brown Clerk of the Council cc : Marcia Banach, Director of Planning Open Space Task Force Mrs . Mann, Secretary, P&Z MEMORANDUM TO: Marcia A. Banach, Director of Pla ing FROM: Jerry C. Iazzetta, Town Engineer DATE: July 25, 1996 RE: AVERY MEADOWS - 96-26P We have reviewed the "final" drawings dated 7-10-96 for Avery Meadows and have the following comments: 1 . All trees to be removed should be labeled on the plans (Sheets 1 and 6) 2. Sheet 6 - The profile for Hitchcock Way between stations 6+20 and 5+60 needs to be defined - it doesn' t appear to meet Town Standards. 3. Sheet 7 - A sanitary lateral should be provided to N/F Maizon. 4. Sheet 8 - All monuments should be coordinated and coordinates listed. Also the datum used should be identified. JCl/jsv JCIAf"MEMOS/avM7,25 SOWN Se y Town aie SotdA ?A;nd�Ot o c � s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR,CO��6 AREA CODE 860/644-2511 July 25, 1996 Robert Mannarino Mannarino_Builders, Inc. 41 Oakland Road South Windsor, Ct 06074 Dear Mr. Mannarino: Re: Preconstruction Meeting - Appl #96-26P, Avery Meadow IN ATTENDANCE Michele R. Lipe Town of South Windsor 644-2511, ext 252 Karl Reichle Town of South Windsor 644-2511, ext 219 Jerry Iazzetta Town of South Windsor 644-2511, ext 245 Tracy LaPiene Town of South Windsor 644-2511, ext 257 Michael Wilcox Eagle Earthwork Services 693-2027 . 101 North Mountain Road Canton, CT 06019 Todd Mannarino Mannarino Builders, Inc. 644-9000 Robert Mannarino Mannarino Builders, Inc. 644-9000 Michael Ritter SWPS 644-2551 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 Avery Street. 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 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 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 3. Certification of gravel used as subbase will be required from an approved testing company. 4. Certification of all products used -- storm pipe, structures, pavement, etc., shall be presented to the Town Engineer prior to installation. 5. 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. 6. 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. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. 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. 9. 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. 10. Any problems and/or questions regarding construction of this project will be directed to Rob Mannarino in the field. 11. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. 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. 14. 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. 15. No paving after October 15 or before April 15 without written approval from Director of Public Works. 16. Normal hours of operation 7:00 a.m. - 5:00 p.m., no work on Sunday. 17. Street Excavation & Drain Layers Permit are required. 18. Progress As-builts are required prior to paving. 19. Quantity Estimates must be submitted for site improvement and landscaping. 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. Note/ - approval conditions #19 and 20 (from approval letter dated July 2, 1996). 3. Note/ - approval condition #2 (from approval letter dated April 15, 1990). 4. Quantity estimates must be submitted and bond posted prior to filing of mylars. 5. Developer to work with Karl Reichle, Tree Warden, regarding the removal of trees in the street right of way. W.P. .A. 1. WPCA approval is required. NET/NU 1. Contact utilities for coordination of utilities connection. IWA/CC 1. $10,000 E & S bond must be posted prior to any earth work. 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(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 premises as a numbered structure 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 wit�i Chief Building Official. Ve truly yours, Michele R. Li , AICP Assistant Planner/Analyst ARCHITECTURAL & DESICN REVIEW COMMITTEE MINUTES JULY 25, 1996 Members present: Timothy Wentzell, Vice Chairman; Gerald Skolnick, Eileen Marchessault, Richard Boston. 1. Appl. #96-47P, Antonio Pacheco--Site Flan of Development for the construction of a Dunkin' Donuts facility on property located on the southwesterly corner of Pleasant Valley Road and Route 5, GC zone. Engineer Ken Petersen of Gardner&Petersen represented the applicant. The proposed building will house Dunkin Donuts and an as- yet unidentified retail facility. Dunkin Donuts will have a drive-thru window; access is from both Pleasant Valley Road and Route 5. There is a planted buffer along the west boundary consisting of Australian pines and hemlocks. The front of the site includes burning bush, arborvitae and juniper plantings. The large existing tree at the Pleasant Valley driveway entrance will remain. The Committee suggested replacing hemlocks with a fir variety because of the wooly adelphid problem. Jim Smith, Architect, noted that the proposed building will be a light grey brick structure, with grey vinyl clapboard siding, charcoal grey roof, and white trim. Signs will be typical "Dunkin Donuts" signs. Variances were granted previously for sign size, allowing a 36 square feet free-standing sign on this site; Dunkin Donuts proposes a 32 square feet sign. Mechanicals for the HVAC system will be located in the attic, with condensers on the ground, no rooftop units. Parking lot lights will be 20 feet tall, 250 watt bulbs, directed down. Building lights will be recessed down lights under the canopy and by the loading dock. The sign will be internally illuminated. The Committee indicated that they were satisfied with the design as presented. At the Committee's request the applicant agreed to add architectural shingles, as well as creeping juniper in the entrance drive island. 2. Appl#96-48P, Sebastiano Mazzarella dba Perfect Look II Hair Design--Site Plan of Development for a hairdressing salon on property located at 938 Sullivan Avenue, GC zone. Bob Messier represented the applicant, and indicated that the salon will occupy an existing residence on Sullivan Avenue with no exterior building changes. A 3-space parking lot will be added in front of the salon. The committee suggested adding bushes with seasonal variations around the parking area, as well as an attractive wooden sign if a free-standing sign is used. 3. Appl#96-39P, Redfield Designed Residence development--Nancy Harris of Clark Realty, Inc., noted that there are only a few remaining lots at Redfield, and the available building area within these lots tends to be very narrow due to placement of the surrounding houses on their lots. To solve this dilemma Redfield needs a very narrow unit. The proposed new unit, "The Avery," is a ranch that is only 34 feet wide, with the garage and a small portion of the front of the unit facing the street. The Committee expressed concern regarding the appearance of a sideways unit among the conventional forward-facing units, as well as concern that the ranch style would be conspicuous among primarily colonial-style units. The applicant agreed to mitigate these concerns by providing raised panel garage doors that either match the color of the dwelling unit or are very similar in color. Also, the porch spindles should be colonial design. The Committee did caution that too much"colonial" detail should be avoided. It was concluded that"The Avery" unit would be approved for lots that are not between two 2-story units. Also, colors must be subdued and harmonious with adjacent units. Tim Wentzell left the meeting at 6:30 n.m. 4. Appl#96-26P, Avery Meadow Designed Residence development--Request for approval of two additional dwelling unit styles. Rob Mannarino of Mannarino Builders noted that this Committee had previously approved six unit styles. Mr. Mannarino proposed two additional styles, The Jenkins and The Waycross. All-brick fronts will be an option for all units. The Waycross will be about 1200 square feet; the Jenkins about 1560 square feet. Both will have vinyl siding and fiberglass wood front doors. Chimneys will be masonry. The Committee commented that both designs were attractive and acceptable.- Members noted that they would prefer that meetings be scheduled on a constant basis rather than being called as needed. It was noted that when originally formed, the Committee met on the first and third Thursdays. Members agreed that they would like to return to that schedule, and noted that it should be brought up as a discussion item at the next meeting. The meeting adjourned at 6:45 p.m. Respectfully submitted, Marcia A. Banach Director of Planning TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSOQ0j6jM `' 6L2,�4j" Phone No.q(o--- 4-1 -9C06 Address-Aj 1_g jC,�-� Site Name !a V£�-�j ►°1� Z 17ot,) P&Z No. Owner)AnAk} ZL))'t6t\s- -r,�j C_ Phone No. - "�'-1Cal` ContractorV\A PvU UW vi JjejV - C - Signature of Owner Date: ?— 3 ,0 —1 , Signature of Design Engr. Z� Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) A/J 0)?tP1L c.S� jO I L� 17 old /9- Reason for Change: (Why is change required) ,P Z I L D,�j S7 7ZI.A&0 4,AJJ-7 CJ APPROVALS : (As Required) Dir. Of Planning Date: 7 hd Town Engineer Date: Dir. of Public o s Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department SW TH WNDSOR + 309.26 + 324.43 • + 317.79 +314.42 + 311.32 '� • ,26.26 i 325.99 + 321A2 m S88'161080E 581.18' ' 328 314.16 r 310.97 308 0 321.1`1' 330. 8 32 08 4.13 ( 317 9 r I ' 326 J i 317. 7 + 307.34 ,�,,t 1 w ; 16 15 4 { + 323.32 310.29 f 4 r o FF3 Iv F.F ' .5 GAGE = 31a7 GARAGE ! fi' +' 3Z83 WAGE BASEMENT =;09:0 WALKOI/T 1 r ; .3?RMENT' 8 �� `r ti'�q i 39BA t 324. , + Z� 323.32 Y 23 ��. 1 315.15� t 311. �► �^ s woo VP STC1L'KP11EVic a SAA� f % . + 322. 0.80 322.47 ,. 42 4� O u « 32M c; 15.12 31 ' 1 31 N 3�� TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: DATE: TIME: WEATHER: INSP: ��la WORK IN PROGRESS: LREA OF CONCERN: PECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: .�y �-�'��c' STREET: CONTRACTOR: DATE: 8_i Z24 TIME: - WEATHER: INS P: WORK IN PROGRESS : AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_ fie �' .���� DEVELOPER: -� �' STREET: <•trA s i CONTRACTOR: DATE: TIME: WEATHER: �� a f��o=� INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: �,�'.� .���v STREET: CONTRACTOR: �� G - ,�r„� �•�s DATE: 8 - -p 6 TIME: lJ- WEATHER: INSP: WORK IN PROGRESS: �/-'�� -ice.• oa �vT��•� �•.,✓ - ��P r���' �.��isGGS' .y t'ssTG/1� /+/l��c ,rt/_- /J L.G.L��,.� �✓6 G �- �L�-/�s s��� �0��i ✓ /C7� AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: �,.�c mac.•�o IIEYELOPER: �.��•�•zi�o' STREET: CONTRACTORG���i¢•�,7'�w.rs DATE: TIME: WEATHER: s o a s�•.-.�..� }- INSP: � ��-,tee' WORK IN PROGRESS: eSL�y' n!F �ie.c� N�.'-�/y . .�.f ds Ors._=c4 ✓`i�L/c T x AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: �r.�.v,•t�.C,ro STREET: CONTRACTOR: c�.+�6���. r-r/ y✓m.�,�s DATE: d/yam/s 6 TIME: WEATHER: INSP: WORK IN PROGRESS: ����, �vT'/�/C' :a✓ �o���s �o.� �e'�y�L� -�"r-,e c���--ycs..s' AREA OF CONCERN: SPECIAL INSTRUCTIONSs TWANNAINO ]BUILDERS IN QUALITY CUSTOM HOME BUILDERS FOR OVER 25 YEARS August 19, 1W——6 TOWN OF SOUTH WINIiSOR AUG 22 1996 1`.rIIC€IELL LIPS PLANNING DEPARTNWNT 1540 SULLIVAN AVENUE South Windsor SOUTH WINDSGR,CT. 06074 Planning & Zoning COmmissiQw- RE:BOA ESTIATE DEAR NUCIMLLE, AS YOU REQUESTED,I HAD ALFORD ASSOCIATES CALCULATE THE BOND ESTIMATE, AFTER YOU AND THE ENGINEERING DEPARrNIENT REVIEW THE EST MATE PLEASE CALL SO WE CAN DISCUSS MOVING FORWARD. THANK YOU �\ ROBERT ARIN€I PRESIDENT 644 9000 41 OA_KjA—ND ROAD FAX 644 9332 SOUTH WIN DSOR,CT.0074 TOWN OF SOUTH WINI PROJECT: 1XvY _ STREET: BOND ESTIMATE FORM P&Z_I.D.. ENGINEER: 1995 CALENDAR YEAR DATE: � _ Bond Bond - Unit Reduction Reduction Item Description Unit anti Price INO. 1 No. 2 1 1 arin GrubbingY _ ._ 2 Strip&Stgftile -{ p 2 00 ¢D To oil 3 Earth Excavation (Excluding Roadway _ _ Cy. g� , 10.0 g� .s Roadway Excavation b 12 ills o2 5. Earth Trench Fxc. 10.O' 00 . 6 Earth T - _.c. __0_ CY 12.00 3 7 ; 15.00 f <. 9 Ro._w L R F 12 T -100.00 13, R 4 f 1 v 17Comm 18,s _ v 19.._. .16 Bit. eIONS 7 S 50.00 (Class D 20. �L ' " Bit. (Class M TONS 55.00 .. ... _ ... _..._...-....... ..a i *vanes Page 1 ;, Sub-Total$ ����04 0-51 "BOND ESTIMATE FORM Bond Bond `Unit Reduction Reduction item Description nit Quantity Price Cost No 1 No. 2 alt 21 N !r >. i' F O 60 22 ' Rd Widen om.,l Y 2 i ar 4' Wide A,-LF. . Ob30.00 STORM DRAINAGE SYSTEM COMPONENTS ' 24 6 " RCR Class IV In Place LF 130.00 2 " RCP Clas s IV In Place ' LF 100.00 27.E 42" RCP C1pjS IV 1nPJwe LF - 65.00 2 Place, 60.00 ,. 29 L.j » RCP Clais IV In PlaceF _. 30, 24" RCP ClaisI LF 42.00 31, 1 " in PI LF-- 2 1 " RCP Clasi IV In Place LF 30.00 33, POLYETHYLENE35,1 PIPE M22.50 ADS- -12or Egual i " or Eaual 24.00 { w 37, 15"ADS-N-12 or Eaual f i N UNDERDRAINS �«� y . 39, i N yy I V\ 20.00 I O t 1 4 45.00d Page 2. Sub-Total$ (7 4tS3 Oo ' BOND ESTIMATE FORM Bond Bond UnitReduction Reduction Item DescripAon Unit Quantity Price t No 1 No. 2 42 In 4 .00 43. Standard Ri2m Cy. 4 5.00 DRAINAGE STRUCTURE 44. -T iasin Sri S�D�M^�11�ri1o�. EA: 2000.00 4 46 T " in EA 1500 47 1500.00 48. M nh 1 w/Droi Inlet EA 2500.00 49 # Manhole v Ten Feet EA 2000.00 50. H w 1 EA Z . 1410D 2 x Culvert 53, NFlared End EA 450.00 54, N Flared End' EA 500.00 ..W" Flaredr ' 56. " Flared ._ 758, , _ ... _.- lot wide oar 9 v I oo 60. Res SANITARY SEWER COMPONENTS 1 " 62, N k4' 137.00 » SS35.00ass w *varies Page 3. Sub-Total BOND ESTIMATE Bond Bond Unit Reduction Reduction Item - i ni sQuantity! Price No. 2 SANITARY SEWER STRUCTURES J 3 SDD 6 snit M 1500.00 Manhole' EA' 66 Sanitary Manhole Wj Inlet .Ep.`_ 2500, 67 Sanitary Manhole o-over 10 FT EA ' 2000.00 68, STRUCTURES MISC: ITEMS 70, RetainingWall LF 71. Fence b. 8� 72, `..Guide Rail 73 End Anchora¢e _ EA 74Guide i� 75, i Payemem Stitd . _ 00 t - 75.00 78, Street Lift 3 c r 79. . Furiislih-i¢ �. -__ .. SY .. .. . _ ._ 0 47S" 80. Fertilizing. i _ 2-50 0 4 Ar .2 82..: ._Maintenance/Protectioaof IMMC , LS *. *varies Page 4. Sub-Total ou BOND ESTIMATE FORM Bond Bond M Unit Reduction Reduction item i nit' antit Price Cost No. 1 No. 2 84, -Buil 8 . Irm Pirls EA 100,00 86. Concrete Monuments EA 250.00t 7 Driv wa -Bi Y 20.00 88, 89. 9 Sub-Total$ 7 C'" Sub-Total Page 1 $ Sub-Total Page 2$ '� _ Sub-Total Page 3$ Sub-Total Page 4$ �-�4Jf Sub-Total Page 5$ Sub-Total 25%Contingencies x Sub-Total: $ C� -1 1 3-3 8' TOTAL$ ��� *varies Page 5. 1va11ez/S0NDESTF0RWbrm95 TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: �����✓yi�� STREET:— CONTRACTOR: DATE: TIME: - dz.`.� -i�.• � WEATHER: INSP: r WORK IN IN PROGRESS : ���sG r./ �cT�.=-r •: .• ���� �,��s��J AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT DEVELOPER: STREET: CONTRACTOR: �� DATE: TIME: /i : /3— WEATHER: < INSP: r�� y-mil WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_ �.,�-;may .� ,s�o� DEVELOPER: STREET: CONTRACTOR: DATE: TM: - WEATHER: INSP: e-� WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: DATE: TIME: ' — WEATHER: y� s -fy INSP: �-: G. �E.✓�r WORE IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSs MEMORANDUM TO: Marcia A. Banach, Director of Pla ning FROM: Jerry C. Iazzetta, Town Engineer RE: AVERY MEADOWS DRZ 96-26P DATE: August 26, 1996 We have reviewed the bond estimate for Avery Meadows DRZ and recommend that it be set at $457, 000. 00. Attached for your records is a copy of the estimate. JCl/jsv Attachment im s� «.� 1 � � � 1 1 1 •• I _•�•.e �s�ta _. l � Il I® ' l •�« mill mlm� • «, S�t«1 _ 1elm 1 1 1�1 e %,�A t I aim MIM mlv�,= R;M- IM mm" Im aim off �It• f•IL, Met Mo", mi Mot, mml� M- ot ml M- mt ml� l : GI' I ::. , i � ► mot ®1 �' o r7l VA i 1 •.! mol, • \ •. •f 1 11 1 • � 7• i f � �— 11 r • O : • • voki V • ' • : • •ISA EPA _ • / � 11 1 1 i . I . • • • � � 1 1 1 1 1 �I Moll , I 1 ' I .1 ., �►:�WiTt Mill •_ Imam 11 11 �• •, y moll, 1 mmoo ® ®_I =NMI= NMI= ' t • i�:1 � 1�1 1,1 �I • liz� v�� � 11 I �Plal "C�oI • [iY _ . � t !1 BONDES-MA iG rvxm % 1 Bond Bond Unit Reduction Reduction .Item Descriplion Unit Quantity Price Cost No. I No. 2 84. As-B it * 2-j� 85, Iron Pins EA3 1 Concrete86, Montunents EA 250.00o 7 Driv wa -BiConc. SY n 20.00 zeuc- f -ffVETI-y 5 F SSSD 3-OD Z410 SrV 89. 4f*t40v eon 9 • Sub-Total$ 7 -was,700 Sub-Total Page 1 $ /6 a. /C4 Sub-Total Page 2$ Sub-Total Page 3$ f G 3 Sb Sub-Total Page 4$ M� Sub-Total Page 5$ 7 li �f 70v Sub-Total$ ���^ 25%Contingencies x Sub-Total: S TOTAL$ 6 L /z b *varies Page 5. a1/ez/B0NOES7MRWbrm95 TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_/��. .,��— � -, DEVELOPER: STREET: CONTRACTOR: DATE: TM: WEATHER: t�_�, E� INSP: � WORK IN PROGRESS: r�✓.�i�/G _s��! is.�i.�` .�.�P �y s�,�� �-o �.��� La/�.� t �' �e3/�%".¢ram' ��fs0 � �.l✓J .�U�/f-tom G. //fir l���.�.sG�C 1✓-,rGG r�L� �'c`L��i...c/C Y .z�L-�1�/T.,u-fa ��� t�A%5°``.� i"�i��� � AREA OF CONCERN: ���9ird6'� �.��G"".� �✓®C� ��� �i�.�.'�.pr..�/G-, s-��<, /r+'�i.-ram rS �- �� �'�}� SPECIAL INSTRUCTIONS TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: — DATE: -Y�A el, TIME: WEATHER: INSP: � =vim WORK IN PROGRESS: �fY��o..s�C 1 �i� /®v�8�'i6i� c�s� _Tc�-�e6r✓T �'�'�rjry'� AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:- . DEVELOPER: ,o::, ��• STREET: CONTRACTOR: DATE: TIME: WEATHER: s-® .s'�,,v.,� INSP: WORK IN PROGRESS: �� = `,�y/��' r - i /��'� � '"�'A/ dL'o--s AREA OF CONCERN: SPECIAL INSTRUCTIONSs � i i i i I I � ! � � � � � � � �� �i i � I i � � i i i i � IiI ! I � i � � I I � I y Y 1 � �. � � f I N � I ( � I � � I I � �� �' � �I � t► 1 � t � ! �`' � �i � I � '� � III i � F � � � �� � ��, � � � ti: i I I � � � � � �,� � \'� � j � 1 ( O � �! � � ► � � � � is e g a y � � y; � i r � � �i � � a �� 3 � � , � d � V u � � �, � i i � '� � I �� � � a � � �� �, � � � i � � � f r J� \ � i 'A � � � � � I � h I � i V a � � `i , f � � � �� I .b � � Yi a ! � � � � > >> , � � y � o , � � > � � a \ b � � a a � h �' U + � � �� � � � V ` 1 k �� v � � � �� �, o t � � � �+ � � � � tl . _ � � 1 o e � � � � � � � � � I � I � � , ► I � � � � I ► , F, I 1 I ti I1 � i i ! 1 t � r � f f f I TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: ,�y���� ,, . vim DEVELOPER: STREET: CONTRACTOR: DATE: TIME: : ?lep�!- WEATHER: -•_sG.�.•—� INSP: WORE IN PROGRESS: AREA OF CONCERN: �t?> �"�1/�syG i! ��d/'%1 .�.G Ti�✓G`rBar/ �A.E'�/�/'�I/9/�/•r" S"a�.�/r�1 t'� �ti i.� r� r rB -s`v�',y��rr ��'L�9-y/� 1!�'/5 .•'d.E��•�/'��5'ic/ �ir/`� SPECIAL INSTRUCTIONS: G~�lL iS i�.%✓G !i":�� �r��S .r y ciCE �j T .Z` • �..�.�' ,S� � �..�� TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: DATE: TIME: WEATHER: ���..s�, v.�3- INSP: WORK IN PROGRESS: ��rT/.✓6 i� s��f_ �a��/�'oG Aw AREA OF CONCERN: ®c.��iQ t y0' Sir-'>'/zf' r,�/ c �G��—,C fie' .��y'>6" Tf2�`�/C �6�!i c✓�.I� ��.�� SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_ DEVELOPER: STREET: mod- ;� sip CONTRACTOR: ��--•�sc-.����r DATE: TIME: WEATHER: INSP: WORE IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: 3== STREET: CONTRACTOR: Zs� DATE: TIME: WEATHER: INSP: N� WORK IN PROGRESS: ,i.�'Y!�✓G' :i? .��.C'f v C'� �.�.E'-a�rG�' s✓�-°yam Cr AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: -DEVELOPER: STREET: CONTRACTOR: S/•�3�ieor'��l�'GG� DATE: TIME: WEATHER: ;a® �s�,r,.�1'' INSP: WORK IN PROGRESS: �i�-6C-f" ors�Ti�r/f iss/ S��� L �`T���.S' - • AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_ �Y ,� r�� DEVELOPER: STREET: CONTRACTOR: DATE:_ �� �` TIME: WEATHER: �� 'sr�.✓..✓�. INSP: WORK IN PROGRESS: �1�Slir/6 �o.� �oyv✓.dr�io.✓ sty®� B-.s` AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVEZOPER:__ ,�.v.�irfcs�� STREET: CONTRACTOR: DATE: - /.� �� TIME: WEATHER: INSP: WORK IN PROGRESS: '-' .s-�=ma's<��.�� >�sr�`L�-.� �.c�li� tt $ • AREA OF CONCERN: SPECIAL INSTRUCTIONS TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: ..... STREET: CONTRACTOR: DATE: 9 ,� TIME: WEATHER: INSP WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSs 10*N SZ4 V&u&ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 OR-CO AREA CODE 860/644-251 1 September 16, 1996 Robert Mannarino Mannarino Builders, Inc. 41 Oakland Road South Windsor, CT 06074 Dear Mr. Mannarino: Re: Application#96-26P, Avery Meadows DRZ Please be advised that the Planning and Zoning Commission voted on September 10, 1996 to establish a bond in the amount of$457,000 for the subject application. A bond or letter of credit in this amount must be posted prior to the filing of the mylar in the Town Clerk's office. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc: Town Engineer TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: .r�id�.,•f. .tid�'4 STREET: CONTRACTOR: DATE: TIME: WEATHER: G� INSP: WORK IN PROGRESS: �- d L� - -. �=:GGif T �✓c�i� � ,�e�/ AREA OF CONCERN: � r SPECIAL INSTRUCTIONSS TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: _ �,�� y �j- CONTRACTOR: DATE: TIME: WEATHER: INSP: �= WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_ d- may- e,�� � �� DEVELOPER: �, s � STREET: CONTRACTOR: DATE: /; TIME: WEATHER: INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSS - THE JACK FARRELLY COMPANY • Other Locations: 150 UNIVERSAL DRIVE(Rear) PHONE 203.777-5548 CONSTRUCTION MATERIALS PHONE 203-243.9714 NORTH HAVEN,CT 06473 FAX 203-777-3147 97 OLD POQUONOCK ROAD 1.800-423-0112 COLTON ROAD PHONE 203-739-5457 BLOOMFIELD,CT 06002 FAX 203-286-0887 EAST LYME,CT 08333 FAX 203-739-8513 WATER/SEWER TEST REPORT PROJECT/LOCATION: ,�yl it i LvS' / ti�f 14 —S�Q tz 1a�,y,T f r) r INSPECTOR:- 4--'On :TESTED BY: T� T L.ti.G a DATE OF TEST: CONTRACTOR: f ye"If.f HYDROSTATIC TEST WATER MAIN TEST ❑ SEWER MAIN TEST ❑ LENGTH OF TEST: STATIC PRESSURE: TEST PRESSURE: ALLOWABLE LEAKAGE: ACTUAL LEAKAGE: TEST RESULTS: PASSED ❑ FAILED ❑ REMARKS: AIR TEST MANHOLE TEST PRESSURE TEST RESULTS NUMBER IN P.S.I. TIME OF REMARKS OR STATION START STOP DROP IN MIN. TEST 0 xrgift `f•0 • � C�7 g',4,f� ors' 0+ t o • a P11S' t ; P v I certify that the above information is a true and accurate account of the tests performed at this location. SIGNED: INSPECTOR TESTOR �. �.._.. 1 ✓-y. ;:•:(. I_...l..Y. 1 .J.s .:.1 .::'.i'. -.t.: j 'J. •'. THE JACK • FARRELLY COMPANY t . Other Locations: 150 UNIVERSAL DRIVE(Rear) PHONE 203-7775548 CONSTRUCTION MATERIALS PHONE 203-243.9714 NORTH HAVEN,CT 06473 FAX 203-7773147 97 OLD POQUONOCK ROAD 1-800-423-0112 COLTON ROAD PHONE 203-7395457 BLOOMFIELD,CT 06002 FAX 203-286-0867 EAST LYME,CT 06333 FAX 203.7393513 WATER/SEWER TEST REPORT PROJECT/LOCATION: A �yyA9►fT7s�- INSPECTOR: 7.-Af�e TESTED BY: t DATE OF TEST:) t J04 2.3 . /99' CONTRACTOR: �! <a'y _ HYDROSTATIC TEST WATER MAIN TEST❑ SEWER MAIN TEST ❑ LENGTH OF TEST: STATIC PRESSURE: TEST PRESSURE: ALLOWABLE LEAKAGE: ACTUAL LEAKAGE: TEST RESULTS: PASSED ❑ FAILED ❑ REMARKS: AIR TEST MANHOLE TEST PRESSURE TEST RESULTS NUMBER IN P.S.I. TIME OF REMARKS OR STATION START STOP DROP IN MIN. TEST I certify that the above information is a true and accurate account of the tests performed at this location. SIGNED: INSPECTOR TESTOR w /yj n/ 6`1G/J 7" /!��-/ O♦�d L/9/L .t/o fi/r �� s �o=qoS TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_ OLVELOPER: STREET: .s=��y CONTRACTOR: DATE: TIME: WEATHER: INSP: WORK IN PROGRESS: �2/2BLLy y'�s 171;1 si�✓G"� AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINOSOR INSPECTION REPORT PROJECT: DEVELOPER: �•��. i.�� STREET: �yc r r s; CONTRACTOR: DATE:_ / % TIME: INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSS TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: .� ,E� y% CONTRACTOR: _sue DATE: TIME WEATHER: INSP: WORK IN PROGRESS: �-- AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:�t�' i�y' DEVELOPER:. . , ` ' STREET: CONTRACTOR: DATE: � TIME: -i WEATMM: INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: �✓r�y ./�G ��•• DEVELOPER: /�,®.f��•'�. STREET:.-� �•� CONTRACTOR: DATE: TIME: WEATHER: INSP: WORK IN PROGRESS: AREA OF CONCERN: PECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: ,� �� STREET: CONTRACTOR: DATE: TIME: _ `i6-- WEATHER: INSP: ' � -.� — WORK IN PROGRESS: • AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: �•� �,� `� STREET: CONTRACTOR: DATE: ��. ® /� TIME: WEATHER: INSP: s ����e,-✓� WORE IN PROGRESS: 40 AREA OF CONCERN: PECIAL INSTRUCTIONSs Z _ --_� ._�.____..__.._..__._.__.________.____..__-..-----�--- G / gp ®r O-Z �/�_-t' ,�fy-.�� �1'�✓ //�%if `?ram s t1 �'�F��O`r!S 9-96 FRI 12 : 15 MANNARiNO BUILDERS I 2326004 SOUTH WINDSOR ID:203-644-3781 AUG 29'96 12 :00 No .008 P .06 xw ;mow Unit Reduction Reduction ` 0 o is, td p1m PA too, od rAC1 Z 99, Tic 8S !S"oO ppl�yy �� liXiy�wr■ ■�� Sub-Taut Pis s e3. Sb C� I Q 4-41 &b-TOW T e 7d0 n 11'U $ Sub-Toni s� / � 17 101 5c� r i L, 3,&44- ToTAL S. �oy �i ad pop so tirl�AAK�E�>�RA4A�pn�1� i TOWN OF SOUTH WINDSOR STAFF SITE CHANGB FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON 0)5 MAA/d/AJ0 0A Phone No.�o� - Address 4( oAy.\c hYA `P wh 1�iojT+ G�113J�StQ�,�l� Site Name /n \nzy rfVFghockA- P&Z No.��-- oL P OwnerYY� R N n),b,R{A0 t i,4P(-S Phone No.r8G0- (o 44-9 C►�c, Contractor (rLX e E14 Gil Q Signature of Owner t . .y Date: /0-o) - 9 6 Signature of Design Engr. Date: le-J .1 C CHANGE: (Describe location and natur Vof change. Include Four (4 ) copies of plan/profile of Change. ) sue' 4 s ik j S tAj (o o SA&+i4+ty gt ' Reason for Change: (Why is change required) 0 kk ":tCSfVQ PbQ SANXi�,!,r Se-W Z t40NFLicrEi�tn1/ R APPROVALS: (As Required Dir.. Of Planning ` Date: Town Engineer Date: f / Dir. of Public o s Date: Other. �ls���'�,, -, Date: /43/gI� STAFF COMMENT White - Town Engineer Yellow - Applicant Pink Director of .Planning Goldenrod - Engineering Department TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: % —LB ,- CONTRACTOR: = ems DATE:- TIME: WEATHER: INSP: WORK IN PROGRESS: .AREA OF CONCERN: Z v PECIAL INSTRUCTIONS s TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: DATE: �G/rl�G TIME: WEATHER: INSP: WORK IN PROGRESS: d•�d� rr�3� ra .;r. .y t�GG �A�;��'.rJ �� i�.s .sue �5.I'L .At2>®.� AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:- DEVELOPER: STREET: CONTRACTOR: DATE: TIME: WEATHER: ��--r�...�..✓� INSP: L•�����v� WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPE R: : STREET: CONTRACTOR: DATE: TIME: �C,,.,l t� - WEATHER: INSP: •�` WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: `ram , ,O DEVELOPER: , �Z%- ��4-�s STREET: s CONTRACTOR: � � DATE: TIME: WEATHER: �/.y INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSs it TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: -DEVELOPER: STREET: > CONTRACTOR: � �� �� DATE: s; S!�5'� TIME: WEATHER: ,tea G c-i ��!. INSP: ���� '✓� WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_ —v y ��d✓ DEVELOPER:- STREET: CONTRACTOR: DATE: TIME: WEATHER: «`���.✓s� INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: THE JACK • FARRELCY COMPANY Other Locations: 160 UNIVERSAL DRIVE(Rear) PHONE 203-7775548 CONSTRUCTION MATERIALS PHONE 203.243.9714 NORTH HAVEN,CT 06473 FAX 203.777-3147 97 OLD POQUONOCK ROAD 1500-423.0112 COLTON ROAD PHONE 203-739.5457 BLOOMFIELD,CT 06002 FAX 203.286-0867 EAST LYME,CT 063M FAX 203-73M513 /l WATER/SEWER TEST REPORT PROJECT/LOCATION:Ayry �y ?,4yo< U Q464 e � INSPECTOR: / C TESTED BY: a�PJ ' �'�• �l DATE OF TEST: ?` / 1/� CONTRACTOR: fl / i<J�� d.Y E- HYDROSTATIC TEST WATER MAIN TEST❑ SEWER MAIN TEST ❑ LENGTH OF TEST: STATIC PRESSURE- TEST PRESSURE: ALLOWABLE LEAKAGE: ACTUAL LEAKAGE: TEST RESULTS: PASSED ❑ FAILED ❑ REMARKS: AIR TEST MANHOLE TEST PRESSURE TEST RESULTS NUMBER IN P.S.I. TIME OF REMARKS OR STATION START STOP DROP IN MIN. TEST s 3, �n L . 0 Cz 3 . 0 .tl i I certify that the above information is a true and accurate account of the tests performed at this location. SIGNED: f INSPECTOR TESTOR FROM : WILCOX PHONE NO. : 203 243 8704 Oct. 23 1996 09:04AM P2 -- - -----------� ---------------- --- IN SIZE DISTRIBUTION TEST DATA Test No.. = ------------------ Project No . : C96247L Project : Wilcox Trucking -------------------------------------------------------------------- -------- Sample Data ------------------------------------------------------------------- Location --- ------- ---_----.--- Location of Sample : Wi.lkeox Pit ------^ Sample Desci:iption 1 : LAB# C813-26 Sample Description 2 : USCS Class : Liquid limit : PlastiQi-ty index: ------------------ ----------- Notes ---------------------------------- �-- ___ Remarks: CONNDOT FORM 814 M - 02 . 06 .A ----- ----- Data Sheet No . :' 1 Specification . CONNDOT FORM 814 M . 02 . 03 . A -------------------------------------------------------_ Mechanical-Analysis Data - - ---------------- Initial After wish-„-__---------------._--__ ----`-`------- Dry sample zlnd tare;:: 14 .00 11 . 22 Tare - 2. 72 0 . 00 DrY sample Freight - 11 . 28 11.. 22 Minus #200 from wash= 0 . 5 % Tare for cumulative weight retained= 0 Sieve Cumin. . Wt . Percent Specification Deviation , retained finer Limits, percent percent 5 inches 0 . 00 1.00 - 0 3 . 5 inches 0 . 00 100 . 0 100 . 0 to 100 . 0 1- 5 inches 0 . 66 94 . 1 55 . 0 to 100 . 0 0- 75 inches 2 . 16 80 . 0 0 . 25 inches 4 - 88 58 . 5 25 _ 0 to 60 . 0 ## 10 7 . 00 37 . 9 1.5 , 0 to 45 . 0 # 40 9 . 15 15 . 9 5 . 0 to 25 . 0 It 100 10 . 39 7 . 9 0 . 0 to 10 . 0 -_#_200 ___ 11 . 22 . 5 O . D to 5 . 0 ---- -----�---------___ �._._. ---------Fractional Conzonents --------------------- -----._.---_ Gravel/Sand Lased on #4 sieve ---------------- -- ---------- Sand/Fines eased on #200 siege "4 + 3 in . = 0 . 6 ! GRAVEL = 46 . 4 SAND = 52 .4 FINES = 0 . 8 D88= 23 . 15 060= 6 - 831 D50t 4 . 023 D30= 1 . 12117 D15= 0 . 29141 D10= 0 , 16176 0c = 1 . 011.E Cu = 37 . 5837 FROM WILCOX PHONE NO. : 203 243 8704 Oct. 23 1996 09:05AM P3 F GRAVELS PROCESSED AGGREGATE CaC12/STAB.BASE F.A. F.A. F.A. C.A. C.A. .. C.A. PLASTICITY#100 PLASTICITY 0100 PLASTICITY#50 5 '73 1 21/4 2 3 1/2 �.rj 1 3/4 1 1/2 1 1/2 3l 4 114 3/4 a o 1/4 1/4 4 C 8 8 J. V V' 10 7�` •� a .� '• 16 40 100 3-(o 40 200 200 i` �? �"3 100 KINQ OF MATERIAL STATE:OF CONNECTICUT DATE DEPARTM/ NT OF TRANSPORTATION rT, SOURG$ SUPPLY BUREAU OF HIGHWAYS 1 REPORT OF TESTS,O!~'BANK RUN GRAVELS LABORATORY NO. OR PROCESSED AGGREGATE LOCATION OF SOURCE OF SUPPLY SIEVE %PASSING SIEVE %PASSING 96 WEAR 7, SAMPL�TAKE• ROM 6 (D %LOSS LOCATION OF 31/2 4 1 i/2 %SOFT SANMPLED'BY L.u5 wr 21/4 3/4 DATE SAMPLED _ 1 3/4 3/8 PLASTICPTY USING AGENCY ^ 1 1/2 PASS DSO OLIANTRY.•REPR -D ::...•.... ..W PASS PURPOSEFORWNCH MATML,NL WIL!_BEL4sm ry - 3/4 54 RECOMMENDED FOPI: . 1/4 200 DATE MATERIAL WILL BE USED REMARKS:' WHERE MATERIAL WILL SE USED 10 f 40 L 40 SAMPLE RECEIVED 100 200 1 —...._-.._.. J WdZS:60 966T RE b02-8 RVE €0E 'ON 9NOHd xm-lTM WnNa I ( { ! t I k t I 1 I and �LLccny vz �Jrju.cam n # 'I I# I # I I # ( I 1 ► i I { I Ca:autatlan suet _Lab. est�:a.._I� Tes{ f 145 "I ..i i 1 } { ( I I II I II District Ell, oN k i Rte, No. Pro ect No I 1 I 1 C=tractor # I I I # # E I s zaled F'roa M1-kA;4FfAL Date t 14 i i # ! 1A k 1, 1 ( SaMOI_ed_By,�93!«. 5wtn 5 tc,�S I 1 1 # T;ime OS Material su&B d . . i ( # -I A I I I �►rpere`to ba used - I _De `,S•`PYc fd: l 2S Quantit .Re=Qseated _1,j�:"::�•_ I° .1 I�. # -\f #. ,I: `s" t i i Tasurct:L�li��.n51r.. , •Av•�. t- . ' - 1 i # # # : I # I 1 i •4oti�"'.�oisxura .. ! I I oased on tota? •oas_z,-og. _. I I I I 1 1 1 1 1 1 1 1 I t;te 2" —sieve- 130 •.Rer.arks . - LL •-- - k f71I I I I! t l l I } ° 1 # # ( I # t I I 1 1 i lest►o 12 L !Soil 4 Tare .6 # � 1 I I - I # i \ I I I I I k iare ' � � .� •2 � . L. . G' t I 1 .1 .i I I. Vol,_eco t eXts. ..D.;1 $:: ..Z'G I # # t,se .L+ r�{-Y•^'1' I-�- 1 ,..I .�." l '1�'.r.� '"`t ,..I...�. �S i ►:.:;��,...n�rW.,� :llZ?` 5'z`a �Z { I ITT Its. 1---.:.- I I I I 1 1 f ! # I I I k I . 1 1 ► et I.-Sod '15-40 1 se I .Sao I l l l f ! 1 !I I 1 1 ► I\ l I I I Dr v 3 7 GA I I I Tare I ! 1 1 Qr- pater # I I i l i a I I 1 I I I I I , I # # I 'Ay.C.• 3•. ( "•U l O Z;L-1 I I ( I ! .11 1 1 I I # .' i '0 7 1 11 F . f I • I 1 ( # I l 1 I I ' , •} 1 ! wt. 1 % _I- G� _ A Size . IQ5 ! I I 1 ?\ ! I t � 1 Rot, Ret.� I Pass1�• .. ( ... . I # I. I ., I 1 . iN I I I LID 100 �I # ( I: ( ( I I' 1 an I 4'.. Total 7t # . - �# 1 I 1 1 1 1� I I' I # l 1 I I •I t ( 1 # I 9 l i—A I I # i I �# 11 I # I I I I I . # 1 1 l 1°•! '1 ' # I t 11 1 f S i:�;•r:>, •: t 1 t � l � l i 1 F.ROM. . WILCOX flfjd (j 1,PME-"V,6 :0F3t?W8VE IGHT Oct. 23 1996 09:08AM P5 LOS ANGELES ABRASION 'PEST date of test — , ]?ass. Ret. . 'Class-'A i 1-1/21t 11r _ r-,;a, o +12.111 1 3/ 1t - 1 ZS t�• a - - — - -3/1,11 1/2 tr - 1 z-- c�. f Total +12 1/2 rl 3/$rr - •Total Wt. 'total Weight - Minus (+12) - 31`��•"? C�:a:s:s:�B• ° 3/� k• 1/2".-.-. ,,. ... ... .. ��� aT�,tal;�-�12. '.�otal WeUht - Total --12 `' - -Total Weight Wea �c000, 1250 each 'required size -- 12 spheres B: 2500 each required .size - 11 spheres _ L7 -„ LrST� •� q.. f CONCRETE MIX `DESIGN C.DARSE' AGIG. ATT DATA KIND OF MATEa1,IL FORMiVO.MAT- �'" p. c)Y STATE OF CONNECTICU DEPARTMENT OF-MA?411ORTATION SOURCE b 5UPP:.Y BUREAU OF'm1d WAYS `" LABORATORY NO. 'REPORT OF TEST OF MISCE-Li_ANEOt1S MATERIAL L0CAT10N gF SO�fiYcE OF SUPPLY -1 Class Wear, SAMPLE'TAKCN F;OM ,AAZ, Bulk Speci#ic M r ' a vity LOCATION OF Absorption, % SAMPLED BY sae Sotindness, Fos OATE SAMPLEQ JIS so�t_, -Weight/Cuic . . • ' USING AGENCY Class A Class C Q6kgT.1 T.Y.R1rPRE SENTE'b Class F ' '.•:., less .A. Pa �nt PURPOSE FOR"41CM MATERIAL WILL BE LISEO' • Pa�Y�TRC slope ve'mdnt DATE MATERlwL xfLL BE u3fO REGOM+rENQFrO'FOR RE►tARK .WHERE MATERIAl. WILL 11E USEb - SAMPLE RECEIVE �' COWN SSq w� ,�' 0 SOUS 4 F & 0 ti m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 P AREA CODE 860/644-2511 SOR•C�� October 28, 1996 Mannarino Builders Inc . Mr. Robert Mannarino, Pres . 41 Oakland Road South Windsor, CT 06074 Dear Mr. Mannarino: RE: Paving after October 15, 1996 Please be advised that this Department is in receipt of your request to pave after October 15th at Avery Meadows . Paving will be permitted only if the following conditions are met . 1 . Weather conditions must be favorable - no -Paving in adverse weather. Temperature must be 40OF or warmer at start of paving. 2 . Base surface of road/driveway must be 40OF or warmer. NO paving if there is frozen ground, snow/wet base conditions . 3 . Owner must notify Town Engineering Division 24 hours in advance of anticipated paving date. 4 . NO paving is to begin until Town has inspected site the day of paving. 5 . Paving operation to follow DOT Form 814A specifications . Should you fail to follow the conditions noted above, we may not accept/approve the improvements to your project . Should you have any questions regarding this matter, please feel free to contact this office. Very truly yours, Michael J. antick, P.E. Director of Public Works MJG/j sv CC: Jerry C. Iazzetta, Town Engineer Melvin C. Stead, Jr. , Supt . of Street Services Scott C. Lappen, Street Service Specialist Tracy A. LaPiene, Project Engineer Project File ` MANNARINo BUILDERS INC QUALITY CUSTOM HOME BUILDF.RS FOR f vER 25 YES October 23, 1996 TOWN OF SOUTH WINDSOR DIRECTOR OF PUBLIC WORKS MIKE GANTIK 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT.06074 OCT 2 8 1996 RE:AVERY MEADOW APPL. #96-2&P REQUEST TO PAVE AFTER OCTOB 45, 1996. DEAR MIKE AS PER THE TOWNS REGULATIONS,PLEASE ACCEPT THIS LETTER AS A FORMAL REQUEST TO INSTALL A BINDER COARSE AT AVERY MEADOW ON OR BEFORE NOVEAmER 5, 1996.IF YOU HAVE ANY QUESTIONS PLEASE CALL OR FAX ANY REQUESTS OR CONVOENTS. THANK YOU ROBERT O PRESIDENT 644 9040 41 QA AND ROAD FAX 644 8332 SOUTH WINDSOR.CT.0074 ACT 28 '96 17:19 IMTL. P:2 NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET RO.BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860)747-6455 NV.LAP Avamdited for Construction Testing Services PROJECT:AVERY MEADOW REPORT NO: 001 ASTU D-1557D42ZD-1140 E a FR.QJ9CT NO.-3 i5ANTLM:TC LA1i#10415 L)A' F!11 MAX.DRY DENSM: IN-11 PC V I SOURM ON SM M0w1'UKLs: 8.7% USE-StWRADE SOURCE CIF SPECIFICATIONS- XEMAKL& SYJ~;L;-"A" NIA SPEC_.wy N/A I SIL'VIr %PASS SPMA SPLC.B 8- 100 S* 1W.0 31 100.0 I W I (A.S 3i4 1 83.0 #40 45.3 ins ! #100 11.0 #200 7.7 i L '%m0;7Lv I som DESC32.II'"I'I0N, COMM.7"WITH Sr . A! N%A RFD i ROWK Medium To Fine SANl7, C OMPUFT)Wi M SPF.C*B# N/A Some Caarw to Pine QXA V L 41I'rare fines'Trace U)bbies ...AS Rik k CMADA.' ION ABOVE CxRA N SM DLS"TItMU'UON CURVE e �rR +s/a y. +Ji w w tGo 7m idb Ba � +I I \ tit 41kl1 tit Artr! I .t9. G � w v srlria 4 tie � PtN@Z !r!!/t/t711 I1/1lLl,\ i REV'IE9ilED BY, PC: Prole"Vartnarinn,M rut; ' n Construction bh 'rest reparta may nat be reproduced except in fill►with approval of/MTL,All msuhs relate only,to the Items tusted, Test reports must not be used by client to claim product ondarsament by NVLAP ar any agency of the Us Government, TESTING nEoaAncH ANALY010 IN�i'"E0T10N CON rULTING PorNand Cement Concrete soils Steel Building Products Oitumnlnbus Concrete OCT 29 '96 17:15 IMTL. P.3 NDEPENDENT -MATERIALS TESTING 5.7 N.WASHINGTON STREET RO. BOX 745 LABORATORIES, INC.' PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction resting Services PROJECT,AVERY MEADOW REPORT NO: (Mr- r5ST_M_Q-1357,D-42ZD-1140 =, 17--MA,-4NAKJNC)CONSTRCi--TiriNCO PROJECT,'40: 3535 ISAMPLLWIL LAM#10416 1)AXF_-10_?A-96 MAX0KYD8NSr1'Y: 1.31.8 FCF i SOURCU I ON SITE JIMO=Rl': &Na ITSE:SUBCTRADE SOURCE OFSPECIFICATIONS; SPEC:."A" NIA SPEC.IF NIA AbSIXIS %PASS SF MA SFMB 100 ST 10D.0 3117 100.0 I 11r 79.4 -j 3/4w 714 .1/4" ".9 #10 59.7 it oe #40 1 45.9j #100 1 11.31 W200 7.81 12A 17 $OIL DESCR=ON; CON11rLMD I SPEC.w N/A RED BROWN Medium To Ftne.qANT), 1COMPTTFI)WrM.%?FC."H" NIA And Cwm to Oste GRAVEL,Trace QftlefiT=e kines -AS FtA UKAL)AXION AWL)Vt' eltAIN sizE I)ISTMLTnON CURVE i�LL ill i I IIfl V Mill I I I 1-A I J REVIEWED BY tNw Reihoyf Mannarin.,M_a hh 700 reports may not be ropmducod oxoopt in NO with approval of 1A474..All results relate only to 1.40ftortm tosted. Test mports must not bd)used bycllk to claim product andofsamont by NVLAP of any agancy of the US Government TFRTIAlr, RESEAROM ANALYSIS Ilv8pac7ioN CONSULIrINO Portland Cement Concrete soil$ $160/ Building Products Bituminous concrete OCT 28 '96 17:16 IMTL. P.4 NCEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET .P.O.BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 625-7193 FAX (860) 747.6455 NVLAP Accredited for Construction Testing Services SOILS• REPORT CLIENT: Mannarino Construction PROJECT NO. : 3535 PROTECT:, Avery Meadow REPORT NO. : 003 SUBJECT: Field Density Determinations DATE: 10/24/96 AOTM D2922, D3017 INSPECTOR: T. C. Yen AREA REPRE$WTED: Subgrade at Avery Meadow TEST NO LC1s.:ATIUN EL'EGA'1'lUN MOISTURE COMPACTION 1 South side Of Cul-de-sac Top of subgrade 7.7 100.2 at right hand side of Station 3+45 2 North side of cul-de-sac Top of subgrade 5.7 99..5 at right hand side -of station 3+45 3 Station 3+45 right 25' Top of subgrade 7.5 99.4 4 Station 2+00 'center line Top of subgrade 5.9 100.6 5 Station 4+50 left 30' Top of subgrade 7.5 100. 3 6 Station 5+50 center line Top of subgrade 5.9 100.8 7 Station 6+00 right 400 Top of subgrade 6.9 99.1 0tjP� Ci�f{ r L -x r � {�, �'.' 1 pot Robert Mannarino, Mannarino construction ka Tali repode may not be febroduead avospt In NO with approval of IMTL.All rocudte roloto only to the items tested. Test reports must not be used by client to clalm product endorsament by NVLAP or any agancy of the US Government, TEsTttva ANALYSI$ INgRGCV0N CONSULr1NG P"and Cement Concrete S0116 ,Steel Building Products Bltumfnous Concrete TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: � — DATE: d/ TIME: WEATHER: .0 INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:—�yY ,� DEVELOPER: STREET:_ CONTRACTOR: _ r,�� � DATE: TIME: - -yam-- WEATHER: s-o o �� a u p y INSP: WORK IN PROGRESS: C -� s:p'� �� d�G .�.� c .r�o« s✓,�y AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT:_ �� y �,��B DEVELOPER: STREET: CONTRACTOR: DATE: TIME:e ,s WEATHER: �d-S�,✓.✓sr INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: DATE: TIME: WEATHER: INSP: �• ���g WORK I& PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: DATE: TIME: WEATHER: INSP: r � •af��,� WORK IN PROGRESS: grl AREA OF CONCERN: SPECIAL INSTRUCTIONSs TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: ��G �ri� �•� DATE: TIME: WEATHER: �j� a !.-"G �/�%� I SP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONSs MEMORANDUM December 10, 1996 TO: Marcia Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: AVERY MEADOW We have reviewed the request for a bond reduction at Avery Meadow and recommend it be reduced to $64,000. Attached is a copy of the bond estimate. JCI:bmr Attachment Imsso/ENGINEERING/averymeadow y -- s� �• o . 9 � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �OsoR.co�'� TELEPHONE(860) 644-2511 December 12, 2002 Gulf Insurance/Surety Associates 195 Scott Swamp Road Farmington, CT 06032 Dear Sir or Madam: Subject: Avery Meadows Bond—Ref #A126768426 Cutler Ridge I Bond—Ref. #A12678481 Please be advised the above referenced bonds are no longer required by the Town as the site/subdivisions have been completed and the Town has accepted the roads. If you have any questions,please call me at 644-2511, ext. 252. Respectfully yours, -IQac" �'/4---/ Michele R. Lipe, AICP Assistant Director of Planning mmrl cc: Rob Mannarino �P MANNARINO BUILDERS INC "WE BUILD OUR REPUTATION" 41'-011 DECK 1 MASTER 1 1 o PT.TRAY CLG. 1 1 -134x132 i SMGMS 1 1 o } {- - - - - - - - 1 1 +°t'� I 1 • i % % • KIT/DINING 166 x. 130 DEN Y t 1e.x 80 •--. U LIVING LAUN. CATHEDRAL CLQ 01 oAJAA- 16"x 146. Ul F ,, BDRM 2 .t 132x112 0 VAULTED = - FOYER T PORCH • GARAGE 20 x 22 149,900.00 1300 S.F. TWO BEDROOM PRIVATE STUDY TWO CAR GARAGE COVERED FRONT PORCH AIR CONDITION INCLUDED MAIN FLOOR r i I i i .. , _..,. k t.s sit „ O "e /Vv 'IT, � N :a SQT, , N I ' MANNAI�INO BUILDERS INC " WE BUILD OUpuREFUTATION , FIGURES;PLANS AND ILLUSTRATIONS ARE FOR"ILLUSTRATIVE'AWOSES ONLY,MANNARINO BUILDERS,INC:RESERVES THE'; " RIGHTtt Q MAKE CIIANG S:TO PLANS,A"TERIALS,AND'FEATURES AND`RESERVES TH RIGHT TO CHANGE ANY bF THESE V I7FIUUT NOTICE.'SEE YOUR SALES I2EPRESENATIVE FOR COMPLETE IIVFURIVIATION E S Q 4 v Q Y!►O h1�er\ W C r a 2 %Cry-: . 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ON ria nhn �.cr vGE .TO j,. tW M,a, ,kl 'Fi a rrx „ VMITH�LiT�NQTICE..$ REpR SENhTIN F{)R�„ 0�� i LC i&it�R1-' "[OTf E SAID& RIGHT T ANf;F ANY f)F TFIFSE :, a .,, / a II i� 1 ' � 24r�t7y '7 r�C S'-cc / Gj Go r_ •(y'. g �)5 -10 � r g'-f vg -Gam"�iL146 iC wt f�tN IM.iKM s`cE lu a a. 0 G�os v J I 2 I a, N IL t_d1 a 18-p' I g H`O. _9?.r.7• �F�ocK Ab nC Peel FIGURES,PLANS AND ILLUSTRATIONS ARE FOR ILLUSTRATIVE.PURPOSES ONLY,.MANNARINO BtUL'DERS,INCeRESERVES THE, ' RIGHT TO MAKE'CHANGES TO,PLANS MATERIALS AND FEATURES,AND'RESERVES THE RIGHT TO CHANGE;ANY OF TEiESE - r WITTiOUT:NOTICE.SEE y,6VR SALES;REPRESENAT-ra Fok,COMPLETE INFORMATION 1: 1400 square feet three:bedroom, 1 1/2.bags two story foyer. single' car garage ;1V ANNJ AIl�1C�;B°ITILDERSIlNC. " WE BYTILD OUII.,X%JVD IOl� w CZ, U4.................. 19 k Nlr JOSEPHINE V. AMIZON 17 i22," g9W597E 7P0.21' WP6 70) /op �.rO ® J�9. o n.wsa �n.wze'° r:o.n-.iora �•/ / "ag, U8 ' m REC 1VVEG TOWN OF SOUTH WINDSOR GOT 3 199G STAFF SITE CHANGE SpUtHMWDSOR FOR SITE & SUBDIVISION MWE GENERAL: r A ~ CHANGE ORDER CONTACT PERSOQU�iW ,4V /AQ_jk)A Phone No. — ®� Address 41 opk<\G.v%A '-J�dpi�h 5tv - I3IIai'a n Site Name ry*N1F �8C.� P&Z No. q�_ a � �" Owner M R pj tj��ti0 &;,j4kD 1.!`C, Phone No. b®-644-�4o0 Contractor "-Lz tom} v Signature of Owner - rDate: Id—d —� Signature of Design Engr. Date: /G"j -. CHANGE: (Describe location and natur of change. Include Four (4 ) copies of plan/profile of Change. ) &IIIsV SY�Q i Df Ey sty fieo/VA SAQ%� M 4 � ti►may �- Reason for Change: (Why is change required) O k 1 Crt�4JL tom- 2 S��1 �2Y 31�,UJ LoC i1-i 14,-j pp 'P6kn MNAN 1 M A� `� 1522 v___ APPROVALS: (As Required Dir. Of Planning ' Date: Town Engineer Date: Dir. of Public or s Date: Other: , d e Date: /0 319(e STAFF COMMENT : White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department UnA r / Memo To Jerry C. Iazzetta,Town Engineer From: Tracy A. LaPiene, Project Engineer Date: 10/17/00 Re: Avery Meadows 96-26P /Z Bond,reduction request to maintenance On 440�made and inspection of the project and found that the following items remain to be addressed; As Builts Monumentation • Monuments have,not een placed. /-°��' WOW Storm Drainage • All C.B. sumps need to be cleaned. • C.B.s 1&2 remove debris from inside. S :r wided Avery Street ---�• Driveway apron 1023 Avery to be replaced. Lf Lawn to be restored to owner's satisfaction at 1010 Avery Street. -- Depression in gravel drive 1023 Avery to be scarified, filled and compacted. Yja Z,_7 • Edge of pavement placed to be backed up with topsoil. f1-&I"� ✓/�Ad s� ,�Iri<� ��• Fill in nits west side of sidewalk on Avery Street between S T#1454 and SN/EST#Q1455. Detention Basin A/-AV ems- • As-Built of Detention basin required to show proper grading. - . Outlet structure top grates not bolted down -s• Mortar around outlet pipe &cut flush.` �• Detention Basin Outlet structure not built to proper grade • TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 diff in elev. * Min. of 1' free board required. • Check elevation of emergency spillway --`�• Silt Fence is to be removed. • S. and W. of detention area dead and hanging trees to be removed- safety concern. • Check w/Zoning/Wetland enforcement officer to see if fallen trees within wetland buffer area are to be removed. -�: Inlet plunge pool is to be rebuilt to proper grades and elevation Grading • Check with Jeff Folger to ensure that all grading and drainage issues are resolved to his satisfaction. S:\ENGINEER\Prof.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 101700 TAL.doc Page I of 2 1: -.-� /!/' w' �..r ie �'' � ..,ice ' An i ssaippe f lqblj d SENDER: I also wish to receive the v .complete items 1 and/or 2 for additional services. following services(for an Z ■Complete items 3,4a,and 4b. w ■Print your name and address on the reverse of this form so that we can return this extra fee): ai card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address Z permit. ty d ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery N t. ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. delivered. 8 c 4a.Article Number 3.Article Addressed to: P 259 184 917 c` E ROBERT MANNARINO 4b.Service Type M MANNARINO BUILDERS, INC. ❑ Registered certified uNi 1559 HOPMEADOW STREET ❑ Express Mail [I Insured rn 3 cc SIMSBURY CT 06070 ❑ Return Receipt for Yerchandise ❑ COD L; 7.Date f D ivery d 8.Ad re ee's dd s(Only if requested 5.Received By:(Print Name) and fee is paid) 1° tY g 6.Signat =sgent) X, Ps Form3811, Decemb' 994 Domestic Return Receipt d SENDER: ■Complete items 1 and/or 2 for additional services. I also wish to receive the rf ■Complete items 3,4a,and 4b. following services(for an H ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. •i ■Atta this form to the front of the mailpiece,or on the back if space does not 1. El Addressee's Address permit. d ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery W ■The Return Receipt will show to whom the article was delivered and the date ., c delivered. Consult postmaster for fee. ° a 3.Article Addressed to: 4a.Article Number d d ROBERT MANNARINO P 25.9 184 921 c E MANNARINO BUILDERS, INC. 4b.Service Type 'o' 1559 HOPMEADOW STREET ❑ Registered 7n Certified w SIMSBURY CT 06070 ❑ Express Mail ❑ Insured w- ❑ Retum Receipt for Merchandise p COD = p .. c z 7.Date of eli 0 F 5.Received By:(Print Name) 8.Addressee's Address(Only if requested c ..f1C A F-)w.,-A _ and Ma&naid) V z �� �� TOWN 6F SOUTH WINDSOR INSPECTION REPORT PROJECS Y" F fi4av--t,,-e DEVELOPER.: , STREET:_ CONTRACTOR: DATE: TIME: - � WEATHER: WORK IN PROGRESS: EA OF CONCERN: OL CIAL INSTRUCTIONS: ` LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 4 ,Z ]� ( 203 ) 644-2511 DATE— TO: 12 .1 RECEI VEQ f NO V 2 5 1996 6 Salim wims4''i JNIG.DEPT. 44 WE ARE SENDING YOU: ,� ;�g--� k • q P & Z initial Plans Drainage comps s P & Z final plans Bond estimate requests P �. Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies A 1 .. No . Pro Act THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: Copy to: From: N0V-25-96 MON 10 : 1 3 MANNAR I NO BUILDERS I 2326004 P. 02 MANNARINO BUILDERS INC QU-4LITY CUSrOM HONE BumDERS roA opm 2,1 YF,4ju Niovenzber 23, 1 i TOWN OF MUM WMDSDR 1540 SLUavAN AVM SOUM wrr WOR,CT.M074 RE:AVERY bEAD(7►W BOND SEMNG AND REDUCTION DFAR MWEELFr Pf EASE ACVT"THIS LETTER AS AFORMAL MQUE,ST TO TIAW TIM BOND MR AVERY 1E,MW SET AND REI3CIM AT'TBE NEXT POSSIBLE PLANI-�AND ZL NQ MFP'Cft-. IF YOU HAVE ANY QUESTIOP4S OR NEED ADDITIONAL.IIPMM TIONL NZA W, GAS., THANK Y+fix] ROBERT MANNAMO FLESII EN T I 6449006 41 GALA D ROAD FAX6"OUWig . 4 i I MEMORANDUM December 10, 1996 TO: Marcia Banach, Director of Planning vim FROM: Jerry C. Iazzetta, Town Engineer RE: AVERY MEADOW DEC 11 1996 South Windsor Planning & Zoning Commission We have reviewed the request for a bond reduction at Avery Meadow and recommend it be reduced to $64,000. Attached is a copy of the bond estimate. JCl:bmr Attachment /russo/ENGINEERING/averymeadow NOV-29-96 FRI 12 :06 MANNARINO BUILDERS I 2326004 P. 03 ; PF SOUTH WINDSOR1 ID : 203-644-6(el RUG 29'96 11 :55 NOr008 P .02 JuW1w Wr QVUin Wuv1 1t WECT.. NaII R: r 1996 CALENDAR YEAR °y VATS ._ _...... . Uwc Rcdol E ' Ci ; ] CY d a Ser1e� - 8&b12,00 t I,/ 12.0 7. 19.00 6. t .} . ,' ✓, `r 17. is. arn►ei a � '• �" • I it 50,00 MU to 3Mb§ MY�a 1 i i NOV-29-96 FRI 12 :08 MANNARINO BUILDERS I 2326004 P. 04 F SOUTH WINDSC . ID :203-644-3781 AUG 29 '96 11 :56 No .UU? F •03 r D M TMLATE FORM mw i .••. 4• �. Icl do . �w.•.• ....r.w. ...r�rt.....^.•yam tirrw .. �....+n 6. .. .. . . .... I. •. r 1 ,..u•mmlyp caft+ IV lmjb& ' ' ••Y•.•�.rwrrww• •.�'�rwr.-.�� +i••wwr I I t._.• .T'�••,�-•••. . wY aL.r.. 4• •. •Y J ..Ly . • •• • r, � 1 r 1 r I ; M•—.._.mow � r .. '•wlly V d..... ...� .r w •� •1\'.M.. . •. Al�• � � • 1 r + ... --.•..►•aqo ar�.r�...1y.a.• .-. .rra+ .�.: I d.� •►+r w .• � I.:r.... .J 1�. ... . 1� �.. -• •wr..iNav+..r a..•i. •w�,•�r r• -•_•...•� ..•.�. ....•.G v.v .. ... .. .rr ,� . r-1•,• ... . N � I i t{ �7. a-yve pin 9000 NOV-29-96 FRI 12 ' 11 MANNARINO BUILDERS I 2326004 G• 05 OF SOUTH WINDSOR ID :203-544-3781 AUG 29 ' 96 11 :57 NO .OU8 P .04 .•,.k.'�M7 •1.• 1...1i ♦. Bard 1• Item , 42. RA Ism on A,sm IMltff>s�ll 1 11MAVrDw Dr6J i low WA RA - 1 v1 b LF A9• -tie MEW. 1 5w. '. �8"Flu�adaid' Mat FA Rom 57, - xNN : . 60 Rat m-m. eKA 61. 120 VVC L 6a. i0�pilC 1e , 63.' 8'PVCIS CDRVd,ONO i R 7 �i1lb-Tbl>a��, • �1 � NOV-29-96 FRI 12 : 13 MANNARINO BUILDERS I 2326004 P 0 SOUTH WINDSOR ID :206--b44-6(U HUb 29'96 11. 1�U No ,08 r -Ut) I uwl Re"11*6 Rdwtion j A♦ sANITARY fih=fnWlt �7. �ttav 11Rf� ._.. 64. 74, x ,--�°� a �s� . ..�.. .. Lp- MAL. . . 72, M d�Aodhnr*m . I . Mot 1. 60 IN rly IS* mom y o JA 4e FY 1r 1.1 Pap 4. Sub-Tow S � SiG/� NOV-29-96 FRI 12 : 15 MANNARINO BUILDERS I 2326004 P. 07 '.OF SOUTH WINDSor ID :203-644-3781 RUG 29'96 12 :00 NO ■008 P .06 Nt ~fm ,�; • , Unit Reduction Reduction � ...-.' • ?,•boa es. ,bi 3 Soa Ofi, I Z tam spa /gyp ti .t2l Sub-TaW S .•o Seib-'bout Pop 1$ /dl 4166 ID 93.3 Sub-Told ho 2 . ,. I �� v s &ui-Tatet POP 3 S Sub-TopR Pep 511, 7d ••• /7 'U Sub-Tani S. 25% Cantbrodw x RWb-Tonto S 9 _ ► ' i G 3,644- TOTa.s :�, V , V81. •v4dM pop 5. f I ' f OWN Sf9 Cc, a / m ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 Soe•co` AREA CODE 860/644-2511 December 12, 1996 Robert Mannarino Mannarino Builders, Inc. 41 Oakland Road South Windsor, Ct 06074 Dear Mr. Mannarino: Re: Appl #96-26P, Avery Meadow DRZ This is to advise you that the Planning and Zoning Commission voted on December 10, 1996 to reduce the subdivision bond for the above-referenced project from $457,000 to $64,000. Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc: Town Engineer Since Tolland Bankv' December 18, 1996 LETTER OF CREDIT # 12258 Town of South Windsor Attn: Planning and Zoning Commission 1540 Sullivan Avenue South Windsor, CT. 06074 Commissioners: On the instructions and for account of Mannarino Builders, Inc. of South Windsor, Connecticut we hereby establish our Irrevocable Letter of Credit No. 12258 in your favor, available by your draft drawn on us at sight, for any sum not exceeding the total amount of Thirty Four Thousand and 00/100 dollars ($34,000.00) . {t Drafts drawn under this credit must be accompanied by this Letter of Credit and: '-9 1. A statement signed by the beneficiary stating that the amount of our draft represents funds due the Town of South Windsor as a result of the nonperformance or unsatisfactory performance of improvements authorized _n by the Town of South Windsor under Planning and Zoning Commission, _ approval dated June 25, 1996. This Letter of Credit covers the Avery Meadow DRZ subdivision. It will continue to be in effect through August 12, 1998 until there is satisfactory performance of said improvements pursuant to the terms of the South Windsor Planning and Zoning Commission approval dated June 25, 1996. All drafts drawn under this Letter of Credit must contain the clause " Drawn under _- ` Letter of Credit No. 12258 and must be presented for payment not later than 3 :00 p.m. local time on the expiry date of August 12, 1998 at our office located at 348 Hartford Turnpike, Vernon, CT 06066 together with the documents referred to above. In any event this Letter of Credit will terminate and expire upon notice by the Town of South Windsor that the improvements have been satisfactorily completed. >- Partial drawings are permitted. gam= - � ' All drafts drawn under this Letter of Credit must bear on their face the x clause "Drawn under Tolland Bank Letter of Credit No. 12258 dated Decmber 18, 1996. - We engage with you that drafts) drawn under and in compliance with the terms !; and conditions of this credit will be duly honored upon presentation and delivery of documents, as specified, to the above address. Except so far as otherwise expressly stated, this documentary credit is subject to the "Uniform Customs and Practice for Documentary Credits (1983 Revision) , ICC Publication No. 400. " Very truly yours TOLLAND BANK By: Ralph P. Capasso Vice President c:aug/mannrino.301et Mailing Address: Post Office Box 156 ■ Tolland, Connecticut 06084 ■ (203) 875-2500 Since '"I Tolland Bankv- August 14, 1996 LETTER OF CREDIT # 92206 Town of South Windsor Attn: Planning and Zoning Commission 1540 Sullivan Avenue South Windsor, CT. 06074 Commissioners: On the instrrctions and for account of Mannarino Builders, Inc. of South ;^ Windsor, Connecticut we hereby establish our irrevocable Letter of Credit No. 92206 -_ in your favor, available by your draft drawn on us at sight, for any sum not exceeding the total amount of Ten Thousand and 00/100 dollars ($10,000.00) . Drafts drawn under this credit must be accompanied by this Letter of Credit and: 1. A statement signed by the beneficiary stating that the amount of our draft represents funds due the Town of South Windsor as a result of the nonperformance or unsatisfactory performance of improvements authorized by the Town of South Windsor under Planning and Zoning Commission, approval dated June 25, 1996. _ This Letter of Credit covers the Avery Meadow DRZ subdivision. It will continue to be in effect through August 12, 1998 until there is satisfactory performance of said improvements pursuant to the terms of the South Windsor Planning and Zoning Commission approval dated June 25, 1996. 7i All drafts drawn under this Letter of Credit must contain the clause " Drawn under Letter of Credit No. 92206 and must be presented for payment not later than 3 :00 p.m. local time on the expiry date of August 12, 1998 at our office located at 348 Hartford Turnpike, Vernon, CT 06066 together with the documents referred to above. In any event this Letter of Credit will terminate and expire upon notice by the Town of South Windsor that the improvements have been satisfactorily completed. Partial drawings are permitted. All drafts drawn under this Letter of Credit must bear on their face the clause "Drawn under Tolland Bank Letter of Credit No. 92206 dated August 14, 1996. We engage with you that draft(s) drawn under and in compliance with the terms and conditions of this credit will be duly honored upon presentation and delivery of documents, as specified, to the above address. Except so far as otherwise expressly stated, this documentary credit is subject to the "Uniform Customs and Practice for Documentary Credits (1983 Revision) , ICC Publication No. 400. " Very truly yours TOLLAND BAUZ By: 6IEalph asso Vice President c:aug/mannarino/ioiet Mailing Address: Post Office Box 156 ■ Tolland, Connecticut 06084 ■ (203) 875-2500 TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: .��,✓i'oo•�i�`� � s STREET: CONTRACTOR: DATE: TIRE: WEATHER: INSP: WORK IN PROGRESS: AREA OF CONCERN: SPECIAL INSTRUCTIONS: 5�9 7 130 �o,p1ji e A/4 G�ir� r a��ss -5�CIL ��y "aeaalaG, 6q`1-66 ?f cIuiyns 7�11 u-,l 4i-ec area �h J'ro•,� Die �S )OL M e� � 1 Sfh C 4e- ��/ -7� may/ 'y J /"I�Q�10w GO�kS7<'uGbn bf gAf1 1'4G 4Xi7`Ih4 (�er� �v(ek�bGv /►ftV� dim �� area as L✓e,�� �S VeAi��25 Wai^ / aT �veiy /vtf'CCWOW f cirk q 4 ,yt Aee-e5,4eo( A C trb l� PACCd A-.re- A frees If 01, TOWN OF SOUTH WINDSOR INSPECTION REPORT '- �j� 1 PROJLCT: 14yt 'x/ 44/ DEVELOPER: Aunnfirtho /3urlders STREET: A(/ZrV s�reef- CONTRACTOR: Sih�scrc��- �;� F(YrvS DATE: -s-/1 7 —TIME: - /ZQ 3 o "TEATHER: �1J,r fit/ s�n n/ .�� S INSP: 10RR IN PROGRESS : QrQ � � `S ati r,Yndy�(y S75- F of 8'' Secvee mz h con '510)SCr04 Leto farms . -fh IS si k hd' lFxez.ri"(ej •Si a.i'�i crlsyl 5'e#f me, uro"d Aim manXdesll me.7L L-11°Al 0641, ctratr/( ay ClYId At ln7wyme Me- AO Ae W64 /h "ec A, b4e_ cir A is h saachki T& SG�►PoP a�Proxrina��y "7 l�c.�ieS lit Sa�-ne ci rPaS, ZEA OF CONCERN: �1lle_ Soh-�ef�7� /�ir� l,� o«�re�Q i�, Ctrs area `ias crax Su y ��lcerns r 7�k l-,)L /;0* l MS• 1 i?� bu�pt� cool i ISn; ECIAL INSTRUCTIONSs TOWN of SOUTH WINDSOR, PUBLIC WORKSP DEPT. nonty REQUEST FOR INVESTIGATION ❑ WORK REQUEST O Date 23 1i No.hh (Individual, Division, Bureau, Department) i Requested by Caller S<, e rn'I(A-Z t'c r /Ie Address6 /o &e Phone h ne Instructions / S 7 CI'rc ' REPORT Date Completed Bureau Chief or Department Head 7 - TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: Ve.v' e�c�or,,� DEVELOPER: , 6lMGtt h© r�q'trs STREET: /��.h�f4� way, rieN�� 57.` CONMIACTOR: DATE: �yl97 TIME: 4EATErR: 70 0 INSP: 1 � fcRR IN PROGRESS : `� ) 5-2c�t'�)n5 Of 0edMQ9ej Cenc.re.Ae -5(d-ewc(4 r?or air Way i�i7rseLl�iB;i ih 4Ae I/i /Vle— r0�� G�2��1 rPDG1`rs ct1 � twLc, Sa�1i7�ir�i /'1'iuhrlo�pSj �Q e W dS C-Oehai4e4 a i/Jrcy�r A /70 are t2 e- . IZA OF CONCERN: ECIAL INSTRUCTIONSs — I� SOWN Sf, VOL. 9 6 4 PAGE 226 F `-awn OPSIOUM Vzolu/40t m . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �fhosoR-CO AREA CODE 860/644-2511 004667 September 17, 1997 Mr. Matthew B. Galligan, Town Manager Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct. 0607a4 Dear Mr. Galligan: At its Regular Meeting of September 15, 1997, the South Windsor Town Council approved the following Resolution: WHEREAS, on July 15, 1996 the Town Council designated Lot #1 as a dedicated unit to the Town's Moderate Price Housing Program NOW, THEREFORE, BE IT RESOLVED that the South Windsor Town Council hereby redesignates Lot #19, Chapman Circle, Avery Meadow, in lieu of Lot #1, Hitchcock Way, for the Moderate Price Housing Program. Respectfully submitted, RECEIVED FOR RECORD g 19 9 -1 _.. AT 1,Q IS p m RECORDED IN SOUTH WIN = Patricia R. Brown LAND RECORDS VOL pgGE��P ii kj Clerk of the Council BY I — ��' �� saa�.�OWN CLERK 53f 51Z &- Cc: Marcia Banach, Director of Planning Mannarino Builders S0W N Se4 C x F 7OWn V/ SOtdA m . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 860/644-2511 September 18, 1997 Mr. Matthew B. Galligan, Town Manager Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct. 06074 Dear Mr. Galligan: At its Regular Meeting of September 15, 1997, the South Windsor Town Council approved the following Resolution: BE IT RESOLVED that the South Windsor Town Council hereby accepts the deed for the open space of the following Designed Residence Development: Avery Meadows Open Space 6.819 acres Respectfully submitted, Patricia R. Brown Clerk of the Council Cc: Marcia Banach, Director of Planning Patricia Botteron, Chairperson, Open Space Task Force Memorandum To: Jerry Iazzetta From:Mel Stead Re: Shimming streets under construction Date: September 25 1997 Attached is Ron's report of existing conditions in the subdivisions that have binder course pavement on the streets. We seem to have difficulty every year trying to get developer cooperation in making appropriate repairs prior to cold weather setting in. Would you please generate a letter to each of the responsible parties so that we can have the work completed prior to the winter season. Thank yo�1� 4 Memorandum To: Mel Stead From: Ron Asselin �YY Subject: Shims Date: September 25, 1997 --------------------------------------------------------------------------------------------------------- I've made my annual inspection of new subdivisions in preparation of snow removal. My inspection has revealed the following observations which will have to be attended to by the respective contractors before its snows this winter season: • Chase Farms- Shims are too short and are too high. Shims around most facilities are damaged already from this condition. The shims need to be repaired and improved to meet our Public Improvement spec's. • Partridge Meadow II- Intersection of Trumbull Lane and Dart Hill Road. Trumbull Lane pavement exits at too sharp of a vertical angle. This condition will cause the removal of snow from this intersection difficult. Plows traveling north and exiting Trumbull L'.ane will dig into the pavement on Dart Hill Road. This will cause damage to the pavement on Dart Hill Road. It will also make it difficult to remove the snow from the shoulder of Dart Hill Road which runs perpendicular to Trumbull Lane. Because of the sharp angles where the two pavements meet at the intersection, snow will get trapped and will be difficult to remove. This will develop into a traffic hazard in the winter. • Cliff-wood Drive ext.-Shims are too short and are too high. Shims that where installed last year are damaged or have been removed by snow removal equipment. They will need repairs and improvement to meet the Public Improvement spec's. • � hns are inadequate. They have been installed too short and are too high. The shims will have to be improved. • Fieldstone- No shims have been installed on Heritage Drive. This will have to be completed before snow removal. Shims to be installed per Public Improvement spec's. • Fitch Meadow- There are no shims or curbing on the extension of Fitch Meadow Lane. Shims and curbing will have to be installed before snow. Also shims on older section are barely adequate. Most of the facilities on the older section have already have been damaged. Damage to the facilities was due to the inadequacy of the original shims being installed that were too short not meeting Pubic Improvement spec's. • Farmbrook- Shim around sanitary manhole on Scott Drive in poor condition from being damaged last season. Shim will have to be repaired. Shim around catch basin in front of lot #6 on Farmbrook lane is also damaged from last season. It also needs to be repaired. Shims have been installed to adequate proportions but have failed because of the lack of use of emulsion for tack coating. Please note numerous catch basin tops and manhole frames exhibit severe damage and should be replaced before final acceptance of the road. • Collins Crossing- Will binder course be installed and any co's issued before or during this winter season. If so shims around facilities should be in place per Public Improvement spec's The installation or repair work to shims should be completed prior to October 15th for the best results. After the 15th will require written permission to the Director of Public Works by the respective contractors to complete their work. The work is necessary to prevent injury to operators, damage to equipment and to remove snow efficiently and effectively. cc: Scott Lappen FOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS 1.6.0 Shimming Bituminous Class II shims are to be installed for the protection of facilities (i.e. catch basin tops, manhole frames, and utility gates) during the time the binder course pavement surface is left exposed until the final coat of pavement is applied. Shimming can be accomplished one of two ways. A. Be incorporated .in binder course when being installed, Pavement to be graded as such to accommodate shim formula for every 1/4 inch of rise of facility above pavement equals 1 foot diameter of shim. Binder to be finished graded 1/4 inch higher than existing facility surface, for their protection from snow removal equipment. B. Can be installed separately after binder course is installed. Class II R bituminous concrete to be used following shim formula for every 1/4 inch of rise of facilities above pavement equals 1 foot diameter of shim. The exception when applying fomula to catch basin tops specifically, length of shim on front of catch basin top will be six inches for every 1/4 inch of rise. Shim to be graded 1/4 inch higher than existing facility surface for their protection from snow removal equipment. Prior to separate shim installment, a tack coat must be used to adhere shim to binder course. Outside edge of shims to be sealed with tack coat to prevent premature deterioration of shim (i.e. chipping, cracking, or flaking). 1 1OWN Sf9 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 Osoa•co � AREA CODE 860 1 644-251 1 September 26, 1997 Mr. Robert Mannarino Mannarino Builders 1169 Ellington Road South Windsor, CT 06074 RE: AVERY MEADOWS SUBDIVISION — 96-26P An inspection of your Subdivision has shown that the shims around the structures are inadequate and must be replaced by October 15, 1997. Attached is a copy of the Town Standards for Shimming. Very truly yours, Aw zzett , neer JCl/jsv cc: Melvin C. Stead, Jr., Supt. of Street Services Tracy A. LaPiene, Project Engineer Joseph J. Perna, Project Engineer I VVVIV Vf- JVv � YY LIYVJV \ PUBLIC IMPROVEMENT SPECIFICATIONS , 1.6.0 Shimming Bituminous Class II shims are to be installed for the protection of facilities (i.e. catch basin tops, manhole frames, and utility gates) during the time the binder course pavement surface is left exposed until the final coat of pavement is applied. Shimming can be accomplished one of two ways. A. Be incorporated in binder course when being installed, Pavement to be graded as such to accommodate shim formula for every 1/4 inch of rise of facility above pavement equals 1 foot diameter of shim. Binder to be finished graded 1/4 inch higher than existing facility surface, for their protection from snow removal equipment. B. Can be installed separately after binder course is installed. Class II bituminous concrete to be used following shim formula for every 1/4 inch of rise of facilities above pavement equals 1 foot diameter of shim. The exception when applying fomula to catch basin tops specifically, length of shim on front of catch basin top will be six inches for every. 1/4 inch of rise. Shim to be graded 1/4 inch higher than existing facility surface for their protection from snow removal equipment. Prior to separate shim installment, a tack coat must be used to adhere shim to binder course. Outside edge of shims to be sealed with tack coat to prevent premature deterioration of shim (i.e. chipping, cracking, or flaking). it SHIM A MANHOLE A c c BZj""-CATCH BASIN CURB SHIM SHIM SHIM t2' 1/4' 1/4' �1.Y BASE PVMT. FRAME i GRATE TACK COAT ON BASE PVMT. A-A SHIM 12, 1/4• 1/4' FRAME i LID BASE PVMT. !!� OF MANHOLE TACK COAT ON BASE PVMT. SHIM 6, 1 4' C-C 1/4•r- 1/ FRAME i GRATE BASE PVMT. TACK COAT ON BASE PVMT. B-B NOT TO SCALE TOWN OF SOUTH WINDSOR TEMPORARY SHIM DETAIL APPROVED STANDARD DETAIL JUNE, 1997 REVISED PUBLIC VORKS DIRECTOR '0 N SF4 co r ISoa ,l t m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•co�'�� AREA CODE 860/644-2511 October 7, 1997 RITZIT OCT 8 1997 South Windsor Mr. Matthew B. Galligan, Town Manager 08011in9 & Zoning Commissiop Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Galligan: At its Regular Meeting of October 6, 1997, the South Windsor Town Council approved the following Resolution: WHEREAS, on September 15, 1997, the Town Council designated Lot #19 as a dedicated unit to the Town's Moderate Price Housing Program; NOW, THEREFORE, BE IT RESOLVED that the South Windsor Town Council hereby redesignates Lot #17, Avery Meadow, in lieu of Lot #19, Avery Meadow, for the Moderate Price Housing Program. Respectfully submitted, Merl . Guild Clerk the Council cc: Marcia Banach, Director of Planning Mannarino Builders t0y1 N Sf4 q < s fi 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 j'�°soa•corr AREA CODE 860/644-2511 October 17, 1997 Mr. Robert Mannarino Mannarino Builders 1169 Ellington Road South Windsor, CT 06074 RE: AVERY MEADOWS SUBDIVISION — 96-26P Dear Mr. Mannarino: My letter of September 26, 1997 asked that the structures in your subdivision be shimmed properly by October 15, 1997. To date this has not been done. Shimming must be completed properly for the safety of the snowplow drivers and equipment. If this is not completed by October 30, 1997, the Town will be forced to do the work and call part of the subdivision bond to pay for the shimming. If you have any questions, please feel free to call me at 644-2511, Extension 245. Very truly yours, Jer C. 4' e a, P.E. To n En cc: Melvin C. Stead, Jr, Supt. of Street Services Tracy A. LaPiene, Project Engineer Joseph J. Perna, Project Engineer TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: !a�t v� ,r(�r-,t Dow5 DEVELOPER: pp ' fmANniARwJ STREET: Av I CONTRACTOR: DATE: TIME: ' WEATHER: INSP: � `(�►�R WORK IN PROGRESS: + will ptscvu -rvf-� ;4/ g,*, MMj,, 9A,�,c' AREA OF CONCERN: SPECIAL INSTRUCTIONS: MEMORANDUM To: Mel Stead From: Ron Asselin Subject: Shimming Date: November 4, 1997 I've have made a third inspection of streets in new subdivisions in preparation of snow removal for this winter. Unfortunately I haven't any good news to report. And I haven't received any information updating the status of the subdivisions in non-compliance. There haven't been any repairs to the shims on Hitchcock Way by Mannarino Builders as we've requested. I also have a concern of their new subdivision being built on Ave Avery Street just north of Pine Knob Drive. Mannarino is boxing out a new street. There is one house being framed and another has had its foundation poured. Will this area have CO's issued to this area before the winter season ends?You can certainly see that they are working toward having some units built and completed within the next 90 to 120 days. Shims still haven't been installed on Heritage Drive in the Fieldstone subdivision. Having facilities exposed above the paved surface is extremely dangerous to operators and equipment if left unattended. The shims, which have been repaired on Farmbrook Lane as we requested, are poor at best. It looks like the material Lacava used was cold when applied and is showing signs of ravelling which is evident by the aggregate becoming loose from the patches. They also made no attempt to repair the shim around the only sanitary manhole on Scott Drive in that subdivision. I am also concerned about JMJ's development, Deming Hill Estates,has a binder course but no shimming around any facilities on Cardinal Way. It wouldn't surprise me that JMJ starts digging foundations shortly and builds during the winter. I would appreciate any updates on these areas as soon as possible. It has been 40 days since my first memo was issued on this matter. If you don't here something positive about these subdivisions from the Engineering department by November 15, 1997 we should sit down and discuss this with Engineering and the Planning departments to resolve these problems this winter. cc: Mike Gantick Scott Lappen SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 544 BUCKLAND ROAD LOT # Reviewed By l �- _ (En i g�neeri ANSALDI ANDREW COMPANY THE Date Reviewed Approve enie 186 BIDWELL STREET,MANCHESTER,CT Reviewed By (Pla BP_#_23650_ Ph_#_(860) 649-5249 Date Reviewed Approved/Denied Date Submitted 00/00/00 ***** FOR C of 0 ***** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan I 3 . Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system ? b. foundation drain c. electrical & telephone d. water e. other 5. Sewer connection charge paid �C 6. Appropriate certification 7. Bonding B. Planning & Zoning/ Inland Wetlands Considerations Sewer Permit No. Pavement Excavation No. COMMENTS: //"/ ��- /gyp.• pi.n� f P.wh :l r c / �l9 v+/—may c/�..��.�o c,. � l-s 4 .e.c� Y G' ._ G� � �'Gs 4 or S f" o. a✓' P'r z TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: .9d�.�Y ✓yij���✓✓s DEVELOPER: ✓Ap`i.�/d STREET: CONTRACTOR: DATE: TIME. ""/ iS /Z WEATHER: INSP: WORK IN PROGRESS: � �//�iJ �L�/re✓ d!!j' �'t, CU=s-�eo'.� �2iy�� �9.ir/s''>` �� %�T'�r� .�s✓d�,/ L-/f�.� r,�a�-y ,�i11> .�'cri�T �� rr<� 4'.�i✓i1<.5 .��..��.-r/.l ��`- �1/.�_�r//f�G�.S !�'.•r� ftin`�/o'C�G.✓.it' r J'e�tJ fsis�J_� s�o Ito ,,:Z7 1�.�'dsE� :4-t� .;L�✓�:r/C`v�iC' Tm Ld4� �� �/f��` S/f��/S (�/%%SJ ��/�c��m CBS�_ Y�i�.�/fs�s .f�ir�� �/�T .¢s���ir/ ���'L�C•�_ oa �' �T Yif�` .��f/.� .�`.r✓d�...i� fti/�3�'.�,y ��r/ >//cam G'vt��-��e sv /iTal��6�/C /mil C"!�lam /� ,�.rl✓C� �✓e>/! T/f�" �11.�L� ./'��.��'%�//�G �� �i¢T.0 LO/rt>� 6✓�t� �4 c/s!/� i�ir/G 1/` ,fZ/�� -s`T"/G L .�'/.lr/� �Gj"�.�✓.e'-�-ir/ cTX f.� �..ai'� �`'f.�l/l�is7®-�/T /�.r/�s TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: DEVELOPER: STREET: CONTRACTOR: DATE: i2 /I TIME: WEATHER: _I INSP: WORK IN PROGRESS: T�i�' /ff,��i�✓�.�y�G s.�%tea .�f d���e�i/3� rs/�- <�.�'� B��e� �!��'c�dJ ,y✓DJLO .•t/����>..¢.vcG� pia'�fJ � �'�ram✓ -.�r/d �acs�r/� ra1�l� .�3'�,r�t�'.�rz..�/y �'�,6' .,�f�...r.�,,,✓.g,���/� �,d� � ddd.�'" .�.� a-,Yrj�' sip✓%�sf are/ ,s��-�f��clC��✓r� 1-�/dT AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: la���Giti, DEVELOPER: STREET: CONTRACTOR: DATE: / TIME: WEATHER: INSP: WORK IN PROGRESS: Jay E i=oG G e,-,e - = C��'>i �� .K-r��. �✓o .��✓,7 .�J.�,y',�'.�i�i,-rho way L: s����� �'D AREA OF CONCERN: SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT ?ROJLCT: Ife,rz DEVELOPER: " tGnnar(ho STREET. Avery S CONTRACTOR: �sc�^o7o )ATE: ���71 q 7 TIME: 3 P-14 _ tEA=R:__pAwT1 Y suhn/ , bps g INSP: i rORK IN PROGRESS: glcAcs Awc (eQ Zja4 , qtj Vat acre Gbr-,npgLf 4Ncl �pUp�. r0 h Qrn Cif �/^BDer�v Cis mUI rc�� SDrca� S�� c>fi reverses rPExtit ,pAiu'1 �l(�'I�i9Si?�ns ZEA OF CONCERN: SM/rjl ofiery Qhd #4dcock �/ay W aS h0� rsa rej, Ae,-�L (s !,Am_ e_ -5-w/em e-l/ 4-1 AlS kef,�!`/� 4s r ECIAL INSTRUCTIONSs Dry1H 16 3/ 4 rs 13 r le r— �o Sh1H a� ro U7 as zs SMH 7 s. 4� MEMORANDUM TO: Jerry C. Iazzetta, Town Engineer FROM: Tracy A. LaPiene, Project Engineer DATE: May 4, 1998 RE: AVERY MEADOWS PUNCH LIST INSPECTION 10:30AM -1:15 PM 700 Sunny General Notes: ■ Monuments &Iron Pins not placed. ■ Shims to be removed and roadway inspected again prior to approval to pave to see if structures further damaged. ■ Note all sumps need to be cleaned. ■ 1023 Avery St sanitary lateral location if lateral off of Avery is to be required must be resolved before paving. ■ Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Avery Street ■ West side of Avery North of Hitchcock where sidewalk repaired the shoulder area to be restored, topsoil, loam &seed. ■ Int. Hitchcock—settlement around manhole—Pavement on west side all broken up ■ Avery Street N of Hitchcock—ruts between sidewalk&wetland area to be filled in loam & seed ■. 1023 Avery Driveway apron to be replaced. ■ 1010 Avery Street—lawn to be repaired ■ Project Sign to be removed. ■ Sanitary trench not satisfactory—must be replaced. Detention Basin ■ Outlet structure has four grates missing and outlet pipe not mortared or cut flush. ■ Detention Basin Outlet structure not built to proper grade TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 diff in elev. * Min. of 1' free board required. ■ Check elevation of emergency spillway—No riprap used. ■ Detention Basin some dead plantings-no wetland plantings. ■ Silt Fence is to be removed. ■ S. and W. of detention area dead and hanging trees to be removed—safety concern. S M Avery Meadow Punch List Inspection Page 2. Hitchcock ■ CB 0+12 L &R, CB 1+88R, CB5,and CBI tops damaged to be repaired by bonding. ■ CB 6 bonded repair required-ensure northern pipe mortared around ■ End of sanitary lateral to 1023 Avery not marked with approved stake&plate ■ 2+50 R±sidewalk broken—section to be replaced ■ Between house#21 & 27 Hitchcock- exposed wiring in_yard area next to transformer is to be removed. ■ Intersection Hitchcock& Chapman - ensure proper grading of final course of pavement. ■ Watergates SE of intersection to be replaced if found broken #27 Hitchcock- lower water gate ■ BCLC from 27 Hitchcock to CB#4 to be replaced ■ Lot 17 - shoulder area to be established. ■ E of Lot 17 fenced in parking to be done ■ BCLC from lot 14 to CB2 to be replaced in cul-de-sac. ■ Hitchcock 5+20 9'L—hole in pavement to be cut out and patched ■ Lot 17 water shutoff in middle of sidewalk—should be relocated. Sedgewick ■ Lot 10 curbing to be repaired Wooden 2 x 4 to be removed ■ Note entire BCLC has tire marks cut in ■ BCLC between Lot 4 & 5 to be repaired ■ Ensure no drainage problems on driveway apron lot 4 when placing top coarse bituminous pavement Chapman ■ Lot 22 by water shutoff settlement of BCLC &pavement to be repaired prior to top coarse ■ Lot 21 ensure no drainage problem of driveway apron when placing top coarse ■ BCLC between lots 19 &20 to be replaced ■ between lot 19 &20 CATV box broken—repair ■ Berm at rear of lot 14 was to have been removed. ■ Swale not present lot 14, 15, 16. ■ Lot 19 Brush in rear of lot in drainage swale to be removed. ■ No drainage swale to N of lot 19' ■ Slopes to SW of endwall#2 not established ■ Grading in front of endwall#2 to be opened wider and slopes established ■ Tree planted in swale at Lot 20 must be removed ■ Lot 21 - flower garden planted in drainage swale must be removed. tal 0W N SFq �. Ole- a 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �osOR•Co�' AREA CODE 860/644-2511 May 13, 1998 Mr. Robert Mannarino Mannarino Builders 1169 Ellington Road South Windsor, CT 06074 RE: AVERY MEADOWS SUBDIVISION Dear Mr. Mannarino: As requested, we have made an inspection of Avery Meadows Subdivision. Attached is the "Punch List" generated by Mr. Tracy A. LaPiene, Project Engineer. If you have any questions, please call me at 644-2511, Extension 245. jtruly you ,. zzetta, .n ineer JCl/jsv cc: ✓Marcia A. Banach, Director of Planning Tracy A. LaPiene, Project Engineer Melvin C. Stead, Jr., Supt. of Street Services SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 544 BUCKLAND ROAD LOT_# Reviewed By (Engineering) ANSALDI ANDREW COMPANY THE Date Reviewed & Zd2ft Approved/ enied 186 BIDWELL STREET,MANCHESTER,CT Reviewed By (Pla BP_#_23650_ Ph_#_(860)649-5249 Date Reviewed Approved/Denied Date Submitted_06/25/98 ***** FOR C of O ***** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system b. foundation drain ✓ / c. electrical & telephone d. water e. other ✓ 5. Sewer connection charge paid 6. Appropriate certification V 7-, Bonding Post-it®Fax Note 7671 Date/ pages1, Planning & Zoning/ To N N N1 From t B Inland Wetlands Considerations Co./Dept. Co..1_ �O C 0 Phone#/_ ..� t Q� Phone# ^??—r Sewer Permit No.44 �5a Fax# 642 E� Fax# ?avement Excavation No. COMMENTS: 5 Ivor zcs w O u 7r3 JO&-V,uil2-> !3) Way Pomp Nor tCWN Sf4 70-U-4n Ole s-auZA ?404nd4ot m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•cO AREA CODE 860/644-2511 August 6, 1998 Mr. James M. Martucci Simscroft-Echo Farms Inc. 00 2 Farms Village Road P.O. Box 581 Simsbury, CT 06070-0581 Re: Avery Street Sanitary Sewer Patch Dear Mr. Martucci: As you are aware, the Town of South Windsor feels that the sanitary sewer trench patch on Avery Street from Avery Meadow Subdivision north to our pump station is not acceptable and must be replaced. Since a major portion of the roadway is covered by this patch, the Town feels that it would be appropriate to repave the entire roadway in this area. As we discussed previously, the best solution would be to have your firm do all of the work and the Town would share in the cost of the work. The cost sharing would be based upon a ratio of patch area versus the total pavement area. Attached is a marked up print showing the patch (yellow highlight) and the pavement in the area in question. Our calculations indicate that the total area of the patch is 647 square yards and the total area of the pavement is 1,380 square.yards. This means that the patch would be 47% of the total pavement and that the road remaining would be 53%. Therefore we feel that when the roadway is repaved, the Town's cost share will be 53% of the total cost. Please advise as to your concurrence and as to the schedule for this work. If you have any questions, please call me at 644-2511, ext. 245. Jwn truly you . I etta, Weer JCl/sfg encl. cc: Michael J. Gantick, P.E., Director of Public Works Mel Stead, Superintendent of Street Services File MZ/averymeadow/martuca tow« ate S• 70-WI-7, 0-Ye S-OtdA 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 SoR-CO AREA CODE 860/644-2511 FAX 860/644-3781- September 22, 1998 Mr. Robert Mannarino Mannarino Builders 1169 Ellington Road South Windsor, CT 06074 Re: Avery Meadow Subdivision—Shims Dear Mr. Mannarino: An inspection of the structures at the Avery Meadow Subdivision has shown that the shims on Hitchcock Way have deteriorated and need to be replaced. If this road will not have a finish pavement course installed this year, the shims around the structures must be replaced. Please have the shims around the structures on Hitchcock Way replaced by October 15, 1998. If you have any questions,please call me at 644-2511, extension 245. Very truly yours, 4oEE I ze a,P.E. ng e JCUsfg cc: Mel Stead, Superintendent of Street Services Ron Asselin, Street Services Specialist SHIM A )MANHOLE Tw. A r TYP. CATCH BASIN C C B B CURB SHIM SHIM SHIM it• 1 1/4' 1/4' T: •.ti BASE PVMT. FRAME t GRATE TACK COAT Owl BASE PVMf. A-A SHIM u4. /4• FRAME t LIB BASE PVMT. OF MMiQE TACK COAT rr ON BASE PVMT. v-v SHIM 61 L4•r- 1/4• BASE PVMT. FRAME t GRATE NOTES: TACK COAT GN BASE PV"T• 1. MATERIAL TO BE BITUMINOUS CONCRETE B-B CLASS 3 OR APPROVED EQUAL PER CT. D.O.T. SPEC. FORM 814A AS AMENDED. 2. WIDTH OF SHIMS AS SHOWN ON PLAN VIEWS ARE BASED ON TYPICAL 1-1/2- EXPOSURE OF STRUCTURE. ACTUAL WIDTHS MAY VARY BASED ON FIELD CONDITIONS. 3. TACK COAT TO BE APPLIED PRIOR TO PLACEMENT OF SHIM. COATING TO BE APPLIED PER M 04.01.1 d4, FORM 814A. NOT TO SCALE TOWN OF SOUTH WINDSOR APPROM STANDARD DETAIL TEMPORARY SHIM DETAIL V I-ii SHM.DWO 1,J September 22, 1998 Mr.Rob Mannarino r Mannarino Builders 7 1169 Ellington Road South Windsor,CT 06074 Dear Rob: Subject: 3 CHAPMAN CIRCLE As you know,our first year in our new home is fast approaching. Although we appreciate the punchlist items that you have completed to date,we still have some outstanding items that I hope will be resolved soon. • The drainage issue at the rear of our house has not yet been completely resolved. The water is still sitting in the cellar window wells at the rear of our property. Should we encounter serious heavy rains and with the water not draining properly away from the house,we will still get water in our cellar. As we also discussed with you,the grading from Lot 17 is not conducive to the water running off properly and the water continues to pool between the two properties. In the spring you indicated that you would have to put in a drain to correct these two problems,but that you would have to file a new site plan with the town and get approval before you could complete the work. What is the status of the approval of the revised site plan,and when(before winter)can we expect the work to be done? • Several of the rails on our front porch have bowed and need to be replaced before we can paint them. We would appreciate your prompt attention to this matter so that we may proceed to paint the rails while the weather is still nice. • Lastly,there is a broken screen on one of the rear cellar windows. It has been broken since we moved in,but I failed to write it down and subsequently forgot to mention it in my previous punchlists. In addition,there remains an outstanding issue of$82.95 in association fees due for the period from September 1, 1997 to October 16, 1997. You provided us with a certification at closing that stated that the fees for Avery Meadow Association were current. Apparently this is not the case. I find it embarrassing to have our name,as current owners of the property,appearing on the delinquent fees list that was distributed at last night's board meeting. Please resolve this issue immediately with Hankard Management Company. Should you need any additional information,please call(860-648-2968). Sincerely, waw �Vzoc� Lauri A.Brochu !3 C: P.Hankard g J.Iazzetta ✓ N � tip RECE►V SEP 24 199 SGUTF"M ' ENG.DEPT. 1169 ELLINGTON RD SOUTH WINDSOR,CT.06074 PH.860-289-7055 FAX.860-289-7121 ............ ....... ......... .................................. .. ............................ ................. ... ....... ...... ............ .............. .............................. ------- .............. .... . ......... ................. . ..... .. .. ... ....... ...............W.,...............-...................... .. ............-..... ........... .......... .. .......... :*:* '-'- ............................ x . ......... .......................................... .... .. ......................................... ........... . ........................................................ ... . ... .... .... 1N. ....................... . . .... ...... ..... ...... ................................................. ... ....... .... .....- October 5, 1998 Hankard Management Company P.O. Box 521 South Windsor, CT 06074 Dear Sir or Madam: Enclosed are the remaining association fees due for Lot 18 at Avery Meadow, (three Chapman Circle). We apologize for this oversight on our part. I would appreciate your prompt attention to removing the Brochus off the delinquent fee list. Thank u. ........... ...... ...... .......... ..... ........ ............. .............. .............. ....... ....... ............. ...... 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Office Manager (1-0— . 14r0,11"d "rs. ............. --- - ---- .... ........................................ ....... .... .................. ... ..I-.. ..... ...................................................... . ....... .. ...................... ......................... ................. ........... .. ..i................................... ...... .. ............ ...X.X................................. ..................................................................... .... ... .............................................................................i..... ............ .............................................................. ...... ............... ............. ............ ................................................ ..... ...... ................. ............ ... ............................................................................. ... ... ... ............ .... ...................................................................... ... ... .. .... ... ........ ................... ................. ........ .............................. ................................................................... ........... ...... ........ ... .............. .. ......... ....... .......... ..... .......... . ... ...... . :X . . .. ...... ............ . . .... .... ..... . . .. . .. . ... .............. . . ... .. .. .... .. . .. . . .. . ...... .... ........ . . ............. . . ........ . . . . ............ ........ .P...... .. ............ ...0 .............. ................ ....W . ...... ..... ...... .......... ........ ................................... ..................................... ........... ................ ....... ..................................... ........................... . ZT to•NN SE,,t r Town o-PSoutA Vik&at e P 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �l�osOR•co AREA CODE 860 / 644-2511 November 13, 1998 Robert Mannarino, President Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 RE: PAVING AFTER OCTOBER 15, 1998 Please be advised that this Department is in receipt of your request to pave after October 15"' at Avery Meadow Subdivision. Paving will be permitted only if the following conditions are met. 1. Weather conditions must be favorable— no paving in adverse weather. Temperature must be 400 F or warmer at start of paving. 2. Base surface of road/driveway must be 400 F or warmer. NO paving if there is frozen ground, snow/wet base conditions. 3. Owner must notify Town Engineering Division 24 hours in advance of anticipated paving date. 4. NO paving is to begin until Town has inspected site the day of paving. 5. Paving operation to follow DOT Form 814A specifications. Should you fail to follow the conditions noted above, we may not accept/approve the improvements to your project. Should you have any questions regarding this matter, please feel free to contact this office. Very truly yours, Michael J.Gantick, P.E. Director of Public Works MJG/sfg cc: Jerry C. Iazzetta, Town Engineer Melvin C. Stead, Jr., Supt. of Street Services Scott C. Lappen, Street Service Specialist Tracy A. LaPiene, Project Engineer Joseph.J. Perna, Project Engineer — Received Nov-13-98 08:02am from 8606448332 SOUTH WINDSOR page 2 NOV-1S—Q8 0ee ;09 FM MANNARINOBUIDERSINC 86064483 2 F � . to� f a: • 1169 ELLINGTON. t; , SOUTH WINWo •C PH,860-299.7035, ..•y FAX.860-289-7121;•k. • I .HY 1. .F... {`... •r:ri`+ �1 •d e i h;f:}• •UA y�•. �n yy 4'9• C [ •k• k X [' r s:. November 13, 1998 :. TOWN OF SOUTH WINDSOR MICHAE.L GANTICK,DIRECTOR OF PUBLIC WORKS 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT.06074 `� DEAR.MR.GANTICK, 'y.' ,`$. PLEASE ACCEPT THIS LETTER AS A FORMAL REQUEST TO PLACE TT Ell COURSE OF PAVEMENT AT THE AVERY MEADOW SUBDIVISION off AVERY STM WE HAVE TENTAVILY SCHEDULED PAVING FOR THURSDAY NOVEMBER 19,199 11 A.M. PENDING YOUR APPROVAL AND THE WEATHER CONDITIONS ARE dz2tyy> :fiiiY}CS C :f'#iii ,•;Z2` ,'yet Sd]n w}:yy"6!yU.+�ui<('(F`S!j'•2..4w ,:1";�Nk' a`•1d %y AT MANNAR NO h�f•.i +d: w},3:. 'eK, 3•��4.}.vii#. ?`�2, ••.tii +YiY� !:k.f :� ,.�,1+,;:r^r`•.a:r:3 :o>. .+.:'•i'%.:e..,,r..,:r'i:i$;..w%:4e jcj:;�,::•,Y."Y•!i:!x.v:, a`:'�;:�'?y i #i;\:' :?f.:.i. :V r�,,�,}}��•�•,;M..�l}N{.:.•>,:C}),::i•SiT•nCd;•.4:�d;;4)i,Y;F,.rr.,J...:c�.n3ti?`,`:hti:V}it�2r^.;S:;ltrri.`�'.}::k`:,..%.;S}:>.� .'}:'' Y'tC��• .� '`)t,5�'k*hF k •:2Yd„ry;i. ;{..:�..;}! :,•'<.i ::"•i�'Y.h'::J.w b).•}.,.,<:(,..$Jii �Y'):'' .''3': '#.. +r: r'K. .,:,*'}� ...•y',y�'��><:...,.5,,.,d.3ry;;.:^::i`:�%"d`<%:.!.,•YiL�.:-:'�'>!r`�rK.:Y' • • • • •.a.. ....�.. :.,'Ts2�.<�,3.r�z,,,.a::'a�,..�..?ifsY: :<r.:�..::..:.,:lY:rkx:.;.....x>:z::a`..(�jRX {.,?FY; � •'411�. 1 TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: f-`A Uf-F,4 DEVELOPER: AAAN&14SZ.I.nI,-::;' ZL.Af:�6. STREET: t G CONTRACTOR: DATE: TINIE: WEATHER: Cr�(D �AiIJ INSP: WORK IN PROGRESS: 1J��.Ci'I o�J ppF �ApwA�.� A� 'Gst fzy�TyR�s i� PS�AR--�ii�(off � QAyiAX� Ag& A> NcnF-�> 7t t� 'Strv►sc Ft -ro C,crt- tjytZA,4 At wiTk AVE.e;4 fir. -cm M:44)E.yc ctzaA,-) tNT E2f= VAy,,.ic or uAss Z e A-r '51s of tnrr�QSFcCcfaa -- }tr7 (CAG� � � Amv tQiJERs✓1 `�rQjEls7f -� IS col 7% WAS�fL , C.on!'ac- MUST Atx h.Ss TIltiS Ffj i o PAVING,. J �MovAL 25 ,-:.44" Ag oop SAQ t t, SEW itaaAJtlotr-= UWAL Ak . C TRA NooLol COT A C.(fa-> '59UAFL MeoUNtj V-4A MAM406L A)l� MtA� yJft4 tiekJ GLASS -1. ( �f�rJ -�® K c t�tiAL UEut LAtE�,-* AMA 5A-LX-; Sf- OVEQ 4 QATC.I•l A 1 fJ�� &F C Ul,-��SAG , v�af C �1' as 1Jf S io C C.v i OVT A �AS�cIJ (6� (.)AT V- CjA'T�S A� 6p4S �Ai't"� Nrtjl> i = AD 0STEb a AREA OF CONCERN: !y©sue -'T SPa w/ kjAVA.IafAwo LA-M-,9- 0...) AIJD ryg",Si -Tkp"-L)<yk `Tills euANUs� wii it lltna . �IG �� -ti�AT (AJ AVOLT WrrA L.1trv% AAJr> Strhxft�FT T-op�nlAiJ AL:�o iOLQ iZ96 ,4tA)J, AAu!i VT MS one 'eACJS /U A,,( 4-IL Pu,,jCA ->V SPECIAL INSTRUCTIONS: TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: AaP4 xAppw DEVELOPER: STREET: ��// I CONTRACTOR: �t �C k c,acoc,k (AYA DATE: Tom: WEATHER: -4 INSP: p �NA WORK IN PROGRESS: . Wes`, w� F-o& AANtQA(zt,v© ANo 'LJL SCKl'E-i Fot:EMAtJ �. rrr- S r->iscusSSc> f-L AS N:O((0WS Q S 1 Mac�F , i 1� c uT o<a-r {�1u ran T I nri CR-2SC70 a 44/LV�-f 2-59 1— t>-'EVE T-E&LS 'juA-r �tAl(AS&Q Ca•� 61.1rviNATG ill{z LocJ p t �1 GL!3iJail�� A 141611 �aP�'� APPP��X. 1 CAir-4 56121 J '1C, f4tvr SnvTtl of lnrtirRS IE"J h�� SAr� 9S W-Uw n�1FJJrro�n 'ttirS -12 �Altnssa !. --rUl - ,uooi F�0(60-c'2 A)QQ r use T �n ilAssv �vru��. e�:v� s.� StnsSC��r riff col- o�� ARouN►� i l- ► sr�t-(L Mnr-311�-.5 A&)D VAgAcE_ w(fA �rTUMi� s cu9ZlAu0. 14AS AM&AL, r:7,sFtj c uT �(-rr A-Yl-ileA4 will oo- PcnUtiu 06kJ u . .id wid Ai.,sA EA AWL)s P Il 7 GATSE A&L- cep s 3� t::,tn -scr—c ,rtl PAv*- APF,,- -To UF_Iil&Q-n AaA IP -rrnl- 616ws . t,-r06ewlsE -rtA It v.E 1 UnUAsso e AREA OF CONCERN: AT 7U wig SWF, 1rci 'TIJE s A fi5rrib -rUa a <SA(lnsso PEA+.A-2,16 -,. srA(L� )� A Fi,ur.�� INSP�zGT(on� GZzIkL-I"- (�AVI^►Ca 'Tonla2r� PAV1r1"a AKa•uD lo",no A21 , SPECIAL INSTRUCTIONS: rx—�& November 21, 1998 Mr.Rob Mannarino Pwl� Mannarino Builders 1169 Ellington Road South Windsor,CT 06074 Dear Rob: Subject:3 CHAPMAN CIRCLE The waterproofing workers have just left our home,and it looks like they have fixed the cracks in the basement where water was still leaking in when we have heavy rain. Obviously we will be back in touch with you if the problem persists. We appreciate your taking care of this issue. However,the more serious problem of the drainage at the rear of our house and between our lot and Lot 17 has not yet been resolved. For some unknown reason,we thought they were here to fix all of the water problems today. At any rate,we would like to have a definitive time for fixing these drainage issues. Winter is coming,and we are also in the process of doing some work in the cellar that would be damaged if we get more water in there. We expect to hear from you immediately as to when and how these problems will be resolved. Since you have been aware of these problems for a year now,we expect that they will be fixed soon. We are also still awaiting the fix of the patio door and the broken screen in the cellar window. Should you need any additional information,please call(860-648-2968). Sincerely, /e�� Lauri A.Brochu C: P.Hankard J.Iazzetta t/ z {gam} Y CO, ENG.DEPT /3D1999R NO.609357 P.O..BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY, CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD(860)527-1825 7•TAXABLE FAX: MAIN OFFICE(860)653-4912•SALES OFFICE(860)653-5943 B•NONMASS MATERIALS , L . L . C . TAXABLE DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TIC N .l.:I..•�f:}ir`�98 1'•F-.5 4 f t8.1.08 ���0�!0 `:9 :1 16 7 t. CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION t°'`= t rs WEIGHT MASTER l.'I"NJ:I:NO INTER. .NO (if'tl...tlrif:�t) NA1•l:::R*(AI._,S L_..f_...C„ AIY1=:E'Y t°Il=ADOWS f•L:.Rl* Y f t°•:3!:1t1' ST PLANT NO. 2 PRO[ ,kU��T NO. PROQ. CT,lE ,CRIPTION PLANT NAME t� s. 7 OUT f:if Of-.)S. :7:L,`.l:l.9 1.1:) � 32,622 k ri � P tt t::rt1.r- 1.i I='u T. TORE. 2,`.5,220 :Lb NET.-a 46„699 -L 13 , 2 t,,1.83 I.I.- 4 f...,:3�tt:! sK 1r�•ta l ThLl���f:t�a1 -; 23 r`, IlYh1x ,�` 21 .8 !*1et- j 1c-tir_-s 1a a • f.1.::� Toris TW.AG TWA AC A663 AGG2 AGG1• , 1t,1. tat-AL - 0 1 1750 2330 5440 379 5819lb.••.`. 0 2 1750 2320 5460 380 5840 lb 0 2 1750. 2310 5460 380 5840 16 a' 0 2 1760 2270 5440 381 5821 1 0 2 1750 2300 5460 380 5840 If-I 0 2 1750 2320 5470 379 5843, A'„ 0 1. 1760 2320 5470 380 5850 1b 0 2 1750 2300 5460 380 5840 lb 0 1 TRUCK ARRIVED Truck is allowed 15 minutes on the job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total TRUCK WAITING TIME X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY,CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD(860)527-1825 7-TAXABLE FAX: MAIN OFFICE(860)653-4912•SALES OFFICE(860)653-5943 98-NON-TAXABLr -MASS.TAXABLE MATERIALS , L . L . C . i DATE > �.f TIME LEFTPLANT P.O.NO.(t CUSTt:SNO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. 1.�l..'+i:.#•.:/90i 14-.5,3 :f. 3L7 !.•f0�.0 99 1.29 tj ��t:J913 56 CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION s tr..'c't WEIGHT MASTER I-_'AV1N(:; INTER. CO. I7IAI;INARINO f3pil._AF5f313 I'lPITf.'::R:CI"•il.-S I_„f_ C. AV RY I*fE:ADOWt7 c: ,,;,•.: A41f::RY (:)T- PLANT NO. t3(:I(.ITI-i WIND:;(.R 5 PRO??CT NO. PRODUCT DESCRIPTION PLANT NAME Cl ASIS-2 EAST (.3RANBY OUT GROSS.- 76,0(37 1.t) q .34,,477 I•:rI (=.,.gale 1) P.T. TARE-. 25,920 1.1) 1.1.,,75? kg NET 50,,087 :I.b y 22,, 71`:•) kg Total T'tlis I d1: 2 oi5 144 i'O ',i° .," 22 72 i'iI~i � a�,<Ttait<y L..aad ##u :I..::; rt.tb To ctl: ...(.1.t4"t�,`1.T'(Ih1S � e�r��i.,��l C'I�Sf�r tI . Tons TW.AG TW.AG AG03 AGG1 AGG?°> iG1 " TO f pit: 0 0 2530 8440 9370 648 10018 lb " 0 0 2530 8410 380 649 1002S lb age -10 0 2500 8400 9360 650 10010 1Ir �;ze� 0 0 2630 8390 9370 651 10021 16 -10 -1 25,30' 8330 9360 649 10009,, 1b 10 0 = TRUCK ARRIVED Truck is allowed 15 minutes on the Job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY NO.009351 P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY, CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD (860)527-1825 7:TAXABLE FAX: MAIN OFFICE 860 653-4912•SALES OFFICE 860 653-5943 9:NON-TAXABLE ASSs Tn ABLE MATERIALS , L . L . C . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. 11./ 3:98 14 a 47 88108 5000 99 1.3f2 r 609351 CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION WEIGHT MASTER PAVING INTER. CO„ 1riPINNAR:i:NO GAL.ASSO MATERIALS L..I...,.C:. AVERY MEADOWS TERRY AVERY ST PLANT NO. SOUTH W:i:NDSOR 5 PROD NO. PRO?.V .9E*RIPTION PLANTER GRANBY Aht {Y NMI OUT GROSS: '76.`217 1 b , 34,569 kg (Seale 1) C.T. TARE: 26,000 1,b , 1.1,794 k.q NET- 50,210 210 lb , 22,775 Total This. l..o ad o 2115 1�1 � N� � 22.78 Metr t.r ot I.-oad 'It: :1.2 Stth Total:: %}7%... J ��t�y�`i %,"#'�r� �7 i'et�'`9k,"Tons a� �aYW _% TW.AG TW.AC A663 AGGI 49""# x r / --10 -1 2530 8430 9400, 650 10050 lb -10 0 2560 8430 9350 649 99995/lb� xv -10 3 2530 8400 9380 650 10030--It, � 0 2 2540 8410 9410 651 10061 l+ ,� O 0 3 2540 8430 9420 650 1007Q,,111 '111' 0 2 i TRUCK ARRIVED Truck is allowed 15 minutes on the job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax Total$ RECEIVED BY NO-609333 P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY, CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD (860)527-1825 7-TAXABLE FAX: MAIN OFFICE (860)653-4912•SALES OFFICE(860)653-5943 9•MASS TAXABLE MATERIALS , L . L . C . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. CUSTOMER NAMEANFORMATION JOB NAMEANFORMATION 'Neck 4 _ WEIGHT MASTER 1='AV1:I�ICa INTl:::R,, CO. I*IANNnItINO GAL-(1SISO MATE:IR lt'tI...S L L_.,C.. WWRY MEADOWS TERRY AVERY Ia'T' PLANT NO. SOUTH WT.I,IDS0R 5 PRO?�I T NO. PROD JC�,� $,CRIPTION PLANT(VAME GI;iAhfI:f't` OUT GROSS. 72.,3P9 lb � 32,808 k.g (Scale 1) P.T. TARE.- 24,980 1.1) 11,331 krl NEE „ 47,,349 1 Lf , 21 k tt�'t?, F;rl Total This L..oad: ''3 67 L-oad A :I.:I. St.tb 'Total r.?'..,,.,,> t.i:f qS ,, ' )., .hl ri, 1 Tons a TW.AG TW.AC AGG3 AGG1IIiCf?a..,` TCitl ✓. ,''e 0 -1 2970 9890 11.140 763 11903,1 b� '".�, 20 0 2970 9890 11150 766 1191E lb,Y «i x4 0 1 2990 9910 10990 757 1174 F 0 1 2930 9920 11000 78344 11783 16 fx 0 2 TRUCK ARRIVED Truck Is allowed 15 minutes on the Job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY, CT 06026-0452 TAX COPES F TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD (860)527-1825 7-TAXABLE FAX: MAIN OFFICE(860)653-4912•SALES OFFICE(860)653-5943 9-MASS TAXABLE MATERIALS , L . L . C . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. 1..I.:''3/98 1.3::•:9 t3 ;:t08 °::alb%.) �:y 9 :1.24 I:t�`.:'•'4:'1. CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION WEIGHT MASTER I-4)VIN1) :CNTE:R. 01, ITII'lh•FhIAR11,10 G(-'tL.ASS0 1Y1A°TT:F";;:[ iLS L.n L;,,C•,, €1 E*R:Y MEADOWS 'T'F"I~:F"tY t'-1VE*F,,Y ST PLANT NO. SM.)TH WINDSOF, 5 PRO?t1�T NO. PRO?,yQ•T;PE�CRIPTION PLANT NAME a ` OUT GROSS,.,:: 7,L 922 :1.b � 33, 31 k ri P. T. TARE.- 259900 1.1) 9, :1.1.,748 k.P FII:"Fw 'ft',„02 lb w 21, 81", kri TO'bal This I t 24 I?F 7;�JF1�r , r 1 '78 h1��t'r Lt T:esit:s L.oa.d ft- 'I.(-�J Stab To'd;�l:: ;t,ts..if)x . TC)F�FC �. c?�1� , 1 ;I'1f�1wi'c: Tons Tl,AG TW.AC Alf, A(.3 AGC" AC1 T! 0 -2 3040 10110 11220 780 12000 .1b- 0 0 3040 10110 11240 780 18020 1b; 0 1 3050 10100 112220 779 119 J fib.,•>> 0 3 3040 10110 11 r 20 783 12003 l 10 3 ,g TRUCK ARRIVED Truck Is allowed 15 minutes on the job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY No-609311 P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY,CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD(860)527-1825 7-TAXABLE MATERIALS , L . L . C . FAX: MAIN OFFICE (860)653-4912•SALES OFFICE(860)653-5943 9-MASS.TAXABLE DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. .I.1./2?,3f":48 13i;39 11.38I.08 5000 99 2760 7 (..,09.*.311. CUSTOMER NAME/INFORMATION JOB NAMEANFORMATION ,, t>*:: '" =1 WEIGHT MASTER POVIN(i INTER. CO.. I1ANl;ItdR1N0 f:AL.ASS0 ITIPITEREAL-#:, L.y I.....C. fit;ERY MEADOWS TERRY AVI:::FtY S'T PLANT NO. �3t]t3'TH W 114DSOR G' PRO¢'UCjT NO. PROQ�1-C�TS[ Ey�CRIPTION PLANT NAME t 1 1 I.f•ST GRANBY OUT GROSS.- 72,047 l b , 32,681. I•:rl (Scale 1) P.T. TARE;E; 28,260 1 b y 12„�(. 1..9 I.>T I'i1.:.T n 43,787 :1.b , 1.9,is 62 I'.rI Total t;al This L-oad.- r'C R#�� �$CTt�lS^ � 1 9 8 I-e t;•r i'z t..oad 13 St.tb Total, ,._IflG.a.tlt, 1t3hIT3 , 1, f, `�3,,Met,,,t`.�.� Trattt TW.AG T W.AC AGG3 AGG2 0 0 1660 2130 5130 356 5486 1-b""'• 0 2 1640 2150 5120 356 547,6 lb 0 2 1640 2160 5110 355 54651b.'k'0 0 1 1640 21.70 5120 356 5476 lb 0 2 1650 2140 5110 356 546 0 2 1630 2150 5140 356 549,6 .1`ta 0 1 1650 2160 5110 356 5466 1b 0 1 1640 2140 5100 356 5456 lb 0 1 TRUCK ARRIVED Truck is allowed 15 minutes on the job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ efr.rMWINO R nV.T TVrRV rnPV � f No.009302 p I'q P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY,CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD (860)527-1825 7•TAXABLE 3. FAX: MAIN OFFICE(860)653-4912•SALES OFFICE(860)653-5943 9•MASS.TAABXABLLE MATERIALS , L . L . C . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. 11/23/` 8 1.3 c 26, 881.08 5000 99 1.1 9 7 609302 CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION •-,ir-x ,- = WEIGHT MASTER I"P1V):IgG INTER., CO. 11ANi1Af"tINO t:,Al._ASS0 MATERIALS I....L-.,Cu ITV ICY M EAD011.1fS TERRY AVEf Y ST PLANT NO. SOUTH ►�J7:1•-{J(�fiOt= 5 PRO PT NO. PRODUCT DESCRIPTION PLANT NAME ?••:s 1. Cf.-ASS--ice F:A T OUT GROSS.- 72,564 1 b 32,915 t-t r.} (Scale 1.) I.J,J. TARE,.,. 25,480 1.b , I,538 l;I Tot.,:al This Load.- 2 SAA 1701t(-- ,,' 21. 3E, i~1e1;ri 'T�raat ih 8slab Total. :1.�.41"' ! ,' T'tOf*f�s , La,�„�h° l�ikytf•�� Tx:Strt::t TW.AG TW.AC AGG3 AGGi ArGB" 10 --8 8970 9940 10990 768 11752 lb ......u 10 ..2 2980 9860 11050 763 11813 1b, 10 —1 8960 9820 10980 770 11750 lLa 0 --8 3000 9980 11000 769 11769 1b, ` 20 TRUCK ARRIVED Truck Is allowed 15 minutes on the job,waiting time will be charged at$60.001hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY No.809290 P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY, CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD(860)527-1825 7-TAXABLE 8-NON-TAXABLE FAX: MAIN OFFICE(860)653-4912•SALES OFFICE(860)653-5943 9-MASS.TAXABLE MATERIALS , L . L . C . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. �3.'r T 1>3-.14� .810 r3000 1 I.46tT f 609290 CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION WEIGHT MASTER PAV11415 INTER. CO. 11AIIIf•1Ar'T1,10 (3liL_A#3SO I1IATI_'R1ALS I—L.,,C„ A4r'ERY MEADOWS 1:ed AVER;Y S T PLANT NO. SOUTH (.Jl.f`IDSOR PROT IT NO. PRODUCT DESCRIPTION PLANT NAME t.OUT I,sF:l.SS; 75,903 1.b � 34a430 kg (St:`ale 1) P,.T. TARE.- 30,900 lb n 14,016, I•::la NET-- fi 5,00,;. lb y 20.,41.3 k.l:l Total. This 2 '5,0 FON1`� rah 41 Metra.w Tcits i_.t.•acl ff-. Staia Tra(.�tl., .i.r,.tt ,.t, 3 T(11d x,, T4 iuµrr?. I l a trst; Tons TW.AG TW.AC A663 AGGi #0132. ' l 1 ITOTAL 10 -1 2710 9470 10520 729 11249 ,l b ........I;" 0 -1. 2870 9470 10520 726 11246 lb 4` 10 0 2870 9470 1.0530 733 1126 10 --1 2870 9450 10520 725 11245 A' . 20 -1 .._ TRUCK ARRIVED Truck is allowed 15 minutes on the Job,waiting time will be charged at$60.00/hour rate. TRUCK DEPARTURE I release GALASSO MATERIALS, L.L.C.,from all responsibility for any damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY,CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD 860 527-1825 7-TAXABLE FAX: MAIN • ( ) 8-NON-TAXABLE OFFICE(860)653-4912 SALES OFFICE(860)653-5943 9-MASS.TAXABLE MATERIALS , L . L . C . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION Ipt:'•'• . WEIGHT MASTER F'fa4:aING INTER. CO. I*IOhINARINO (3!•li...ASSO MATI":R I:ILLS I....I_.C AVERY MEADOWS i=14'F':1=Y ST SOUTH IAiINDSOR PLANT NO. 2 PRO U.,T NO. PROP T Q RIPTION PLANT NAME EAST GRANDY, IN WIN OUT GROSS.- 'f 1.,94 lb q ::32.,634 k I:I (Seale 1:) P. T. TARE; P5H 220 lb 1.1.1440 k!j Tra•I;al This I._oaxl- r°s ,3f, 21n 19 hIr'trjr ,Y1oitS; k r.:, Sttb 'in(a1 , .I.3 .4r :I.3gw1a5„31 1"Ini.,1f�; ic.art�s TW.AG TW.AG f1603 F02 AGG'1 ", 1 1 0 0 1750 2290 5480 379 5859 -10 1. 1740 2280 5460 379 583 lb x -10 1 1750 2300 5470 379 58491'tk,�"� ' '' m 0 1 1750 2300 5470 380 5850 7 b" 0 1 1750 2310 5460 379 583 0 1 1750 2280 5450 380 5836 1`b 0 1 1750 2290 5450 380 5830 lb -10 1 1750 2290 5450 379 5829 lb -10 1 TRUCK ARRIVED Truck is allowed 15 minutes on the Job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY' � -009201 P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY, CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD (860)527-1825 7 TAXABLE .BrNON-TAXABLE FAX: MAIN OFFICE (860)653-4912•SALES OFFICE(860)653-5943 a +AASS.TAXABLE MATERIALS , L . L . C . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NCB, 11/23/98 10..IR 88108 5000 99 1.'2-.6f 7 609201. CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION (,I't�:at:^!: jig WEIGHT MASTER ltil�l7l3C 7:i17C:l;„ (;f:l„ !'AINhlttRINO f3t';l..r'SSO t'AT[:.*R*.C€L,.S I_.i....C„ t'1VERY tIl>"ADOWS 'FERRY AVI"RY is T PLANT NO. SOUTH W1:lt DSOR 5 PRODUCT NO. PRODUCT DESCRIPTION PLANT NAME 1--'A 3T I5R()1,li;':'t OUT [3ROSa—, 72 974 1 b 3 1.01. I:ry 1,) P. I „ I{(!'�:1::. r.5,`.:00 1!- � .l.:l.� r'48 i•.I;I . NET.- 47,0 f j 4 1 b J q 2 .f 353 I•=.{,! Tot,-al Th i i i.-oac!: F3.tiff .;rTt)I S"" _, 1.36 1'!ct'h 7 I c .I i itsy I...aa.cl #R 5 Su la total e, .!..l. , 7 TIRA 1:tlt.:,i�`f TW.AG TW.AC A063 AGGI A062 AC1 TOTAL 10 -8 2970 9900 10990 768 11758, 1b 10 0 8980 10020 11000 770 11776 16 10 0 8990 9890 11,000 773 1177� 11r ` -' 10 0 8990 9980 11000 773 11773 1h 20 2 TRUCK ARRIVED Truck Is allowed 15 minutes on the job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. 1 hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY 20 P.O. BOX 1776.60 SOUTH MAIN ST.-EAST GRANBY,CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524-HARTFORD(860)527-1825 7-TAXABLE FAX: MAIN OFFICE(860)653-4912-SALES OFFICE(860)653-5943 9-MASS TAXABLE MATERIALS , L . L . C . . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. i.i.f 2:3.�.,��58 10";09 88:1.0 f1;.itF 0 ?9 2760 ? 6`10'1200 CUSTOMER NAMEIINFORMATION JOB NAMEANFORMATION WEIGHT MASTER 1='At.IN(:; 14'!'tl i ,,, C(h 1'11=1NNA1:�1:1,10 (3i.II...ASSO MATf.-:RCA1...C33 I....I..—C. At..'1=RAY NEAX3CJWS . :. :zIt y AVI:::RY ST PLANT NO. 1.50.1TH W3'I,IDS0R PRODUCT NO. PRODUCT DESCRIPTION PLANT NAME Cl ASS--2 EAST i iW)NDY (:UT GROSS.- 72,1.33 lb q 1-32,,720 I•.El (Seale 1.) I'„ T. TAF" -. 28,260 lb 12„51.9 6;s1 TR:1•t-al This Lx),-. 1. 21.134 19.110 ��,t:�rac."r�T�tan-; I-n ad H a -4 &tb Total,, 1*j0- TW.AG TW..AC A663 A6132 46131 AM TOTAL 0 1 1630 2130 5130 355 5485 l b 0 1 1640 2170 5130 356 9486 1.1� 4:5"' 0 2 1650 2170 5120 355 5475 1 tz"' ~" 0 1 1640 2170 5140 355 5495 1 —10 1 1650 2170 5130 356 5486 16 " 0 2 1650 2170 5120 355 547v fi 0 1 1640 2170 5130 356 5486 lb 0 2 1640 2150 5130 355 5485 lb 0 2 TRUCK ARRIVED Truck is allowed 15 minutes on the job,waiting time will be charged at$60.001hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY WARE� i No. 9 0 9 1 9 4 P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY,CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD(860)527-1825 7-TAXABLE FAX: MAIN OFFICE (860)653-4912•SALES OFFICE(860)653-5943 9-MASS TAXABLE MATERIALS , L . L . C . DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. 1.1.E°23/98 1.0.-0 ' 88108 5000 99 119 7 C,0 9 4 CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION ClfjQ(jf. , WEIGHT MASTER I='I:.tVING INTER;, CO. 11A NNAAFi1:l10 l•AI...A iSSO MA`ITI=:!",:CI'-ll._S, L_I.—C;, f'14,}ERY NEt`•1T}CIIrJS.S TERRY (-)VERY Y S T. PLANT NO. PRODUCT NO. PRODUCT DESCRIPTION PLANT NAME 2 EAST Gi AMBY OUT GROSE)n 7`r'.,1.58 :1.b T. TARE.- (25,480 1b 11,558 k.t:l NETa 46,6*78 1.b R1,173 I•[I Total This _txd ` � h�tr a� � � . . L.c.ad #Y a ;:, St.t b Tot:a:l.; 'i'W.AG 1-W.AC A663 AGGB AGGi - AC1' ,TOTAL -10 0 1750 2290 5470 378 5848,16 =m;°' 0 2 1740 8300 5460 379 5839 lb 0 2 1760 2270 5460 378 5838 0 2 1740 2300 5440 ' .-379 5819 11r r , 0 2 F 1750 8310 ,r4.,0 378 5838 lb,`'''V 0 8 1760 2300 5460 379 "ibi 0 8 1740 8310 5450 379 5829 lb 0 8 1760 8310 5450 378 5828 lb 0 2 TRUCK ARRIVED Truck Is allowed Is minutes on the job,waiting time will be charged at$60.00/hour.rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any ". TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. TRUCK WAITING TIME Sub-Total X Sales Tax RECEIVED BY Total$ No.549185 'I P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY, CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD(860)527-1825 7-TAXABLE 8 NON-TAXABLE ATERIALS , L . L . C . FAX: MAIN OFFICE (860)653-4912•SALES OFFICE(860)653-5943 9-MASS.TAXABLE M DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN COMET TRUCK NO. TAX CODE TICKET NO. 1.1../23/9 8 (?1 ,,5 4 88108 5000 99 :1.4E,� ' 6091.85 CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION (�gt }:; jj WEIGHT MASTER i='FlV11,113 ]:MITI:DR.. CO. 11f1hdP1F1RIN0 t: 41._t1S60 W)TI:..R.lt•ILS I_.<1_.,.C. AVERY rlEADOWS Tr.::RRY t11,IE Y ST PLANT NO. {:)OUT1••I WIND SOR PRODUCT NO. PRODUCT DESCRIPTION PLANT NAME k]31. t;i._1�c3c;_..t (.::nL3T Gr4.11`I13Y OUT. (3R( X:rS% 75q933 1.b q 134q443 k.r1 T. '1'I"1RE:: 130q`,:I00 :1.1) 1 4,,01.G P.g NE_T,: 45,03.:3 :I.b 20,427 kp Tai a:1 -Th i.s L.aar1~ c'c'w'rr i.CShI; ; crl 4 , t°1etr a `Ttati< L..r.Iacl � 2 St.tb Total T 6& Me,trs� , TW.AG TW.AC AGG3 A0131 A662tl AC1 T13TAL. G 0 2860 9480 10520 730 11250 4b 0 —1. 2870 9460 10520 741 11261 14 0 0 2880 9490 10530 730 20 1 2870 9470 10530 732 11262 1 TRUCK ARRIVED Truck is allowed 15 minutes on the job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total CUSTOMER DELIVERY COPY No.609177 P.O. BOX 1776.60 SOUTH MAIN ST.•EAST GRANBY,CT 06026-0452 TAX CODES TELEPHONE: EAST GRANBY(860)653-2524•HARTFORD(860)527-1825 7•TAXABLE FAX: MAIN OFFICE (860)653-4912•SALES OFFICE(860)653-5943 9-MASS.TAXABL MATERIALS , L . L . C . E DATE TIME LEFT PLANT P.O.NO. CUST NO. TOWN CODE TRUCK NO. TAX CODE TICKET NO. :I.1 f i:.-3/98 09—.40 881 8 5000 99 116 "7 f:091.;".7 CUSTOMER NAME/INFORMATION JOB NAME/INFORMATION (;`heck 0 r, WEIGHT MASTER P AVINC) 1 NT E`R. t30,. MAINNARINO GAII.-AIC)EIO ITIAITE:;Iz IAI._;:1 L.L...C. AVERY MEADOWS 'T'E::I"iF Y l!JE:;{iY t 't PLANT NO. SOUTH WINDSOF PRODUCT NO. PRODUCT DESCRIPTION PLANT NAME CI._f•1{:3S•-S EAST C)-t11NDY ()l.)T GROSS,.; 72, 082 1.b 7 32,696 l•.g (Sc:.de 1.) P.T. TAiff`; 25,220 lb „ 1.1.Nx 3t) I<q NET 46,8f•.;F 113 g 21 n c_'57 kri This Load- 2.143 1flld:r� � 221 e'f Met.•rxn0 T0it:a I...tiad 14,. :I. Sib 7'ta't:,�?:L;; r-.,..„ t TtJ1*t� TW.AG MAC A663 AGGI AGG2 ACl TOTAL -1.0 -3 153E 494E 547E 380 585R, Ib, -20 --8 157E 494E 549E 378 S86E4 Ib z5 -20 -1 151E 493E 5480 378 5856 -to -1 1580 495E 549E 379 5869 -20 R 154E 498E 548E 377 -•10 1 156E 495E 5460 379 5839"1b R --2 1540 495E 548E 382 58622 1b -to -2 156E 497E 548E 379 5859 lb -10 1 dr" TRUCK ARRIVED Truck Is allowed 15 minutes on the Job,waiting time will be charged at$60.00/hour rate. I release GALASSO MATERIALS, L.L.C.,from all responsibility for any TRUCK DEPARTURE damages incurred by this delivery.I accept responsibility for any damages where delivery is required off the highway. I hereby acknowledge receipt of materials listed. TRUCK WAITING TIME READ REVERSE SIDE FOR FURTHER CONDITIONS OF PURCHASE. Sub-Total X Sales Tax RECEIVED BY Total$ CUSTOMER DELIVERY COPY November 21, 1998 Mr.Rob Mannarino Mannarino Builders 1169 Ellington Road South Windsor,CT 06074 Dear Rob: Subject:3 CHAPMAN CIRCLE The waterproofing workers have just left our home,and it looks like they have fixed the cracks in the basement where water was still leaking in when we have heavy rain. Obviously we will be back in touch with you if the problem persists. We appreciate your taking care of this issue. However,the more serious problem of the drainage at the rear of our house and between our lot and Lot 17 has not yet been resolved. For some unknown reason,we thought they were here to fix all of the water problems today. At any rate,we would like to have a definitive time for fixing these drainage issues. Winter is coming,and we are also in the process of doing some work in the cellar that would be damaged if we get more water in there. We expect to hear from you immediately as to when and how these problems will be resolved. Since you have been aware of these problems for a year now,we expect that they will be fixed soon. We are also still awaiting the fix of the patio door and the broken screen in the cellar window. Should you need any additional information,please call(860-648-2968). Sincerely, Lauri A.Brochu C: P.Hankard J.Iazzetta t/ tl � 21 RECEIVED NOV 2 4 1998 SOUTH WINDSOR �\ ENS.DEPT. �r TOWN OF SOUTH WINDSOR INSPECTION REPORT PROJECT: ^ DEVELOPER: /-�Vt� /�cApoW dIfW*JApu;D &p(Ls- STREET: l - CONTRACTOR: DATE: TINE: As WEATHER: �uN .f INSP: WORK IN PROGRESS: lAL�A5SO oN QAV� CJ,ipPrnn--' C;V csh. (44dre AIJO 9rfCA Vr-4e-- 71dA r OPE 4h l W�ck,� rn) ti wW W�r�,:+Cs To Ga o iA<.k-i Rv�K Q(CEQA�1� r blNQnf'J . `-aim F . 1Sr l2�Gk— �i 6Er�= eta � G'fl- -i/�PMA�J GI ANf� GEt/1 G(1-L� PkV�, iA�T►,.�L+ iEa ?AVi: �ITU� c k GUt� Dom'�A<o. II��TF' _I�`v ING LA& 0-1 d'J .ITrL " NO rot^v ALT9o;� 76ST-S ,' .. AV I►Ya GQfzvJ G�IS 9 T f,JTEK� c'Y1 oA ter Q bW V/AD w dk Au i Q �t �S 2KA= Iry '-rgKoLv-pN jj& 4" F�crr Tti� r_ "TlDZcMA'> y5Pr> A -ram cefur 'rilrz, wA-K-V- %n Z—A. > Tilroo6 l to CA-r" sxs.;a 5+, Aug>d . ' �j QJAY-, t��A L�Oa or,2 a-Sr> AV-UJ> 4,-SD pEQ�C7�M WCJ� 'Tic.jbr-S Scj&M►TTft> AREA OF CONCERN: k>a= SPECIAL INSTRUCTIONS: 1169 ELLINGTON RD • SOUTH WINDSOR,CT.06074 PH.860-289-7055 FAX,860-289-7121 ...... ... ........................... ......................................... . ...... ... ..... .................. ..................................... *..... ........... . . ............... . . .... ... ............ .......... .......... . .... .... . ... .. ... ................... ......... ... ............ ........................ ... . ... .. .... ............... .............. .. . ...... DERS ............ ......................... ... ........................................................X ........ .. ..................... ... . ................. ................................................... . .............. .. . .. I ...... . . .. .. .. . .. ... . .. . .. ... . . ... . ....................... . .. . .. ............ .............................. . ..................................... December 14, 1998 Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Marcia Banach, Director Please accept this letter as a formal request to have the Avery Meadow Subdivision Bond reduced to a maintenance level. .... .. ..... ..... . ....... ....... .............. ....... .... .. ...................... ...... .... ........... ............................... ............... ......................... .......... ............... ........... . ... ................ ... .................... . ....... ... ........... . . ..... . ..... ...... ............. ............ . .............. .... .............. ......... ................ .. ........... ........................... .... ............... ............................ .... . . .... ..................... ... ...... ...... ....... .................. .... .............. ........................ ................................ ........................ .................. ..................... .................. .................. ............. AWrt Mannarink ............... ............... ................ 'Pt-bgWent . .......... ................ ............... .............. ........................... ................ ................. ....... ..... . ................ ..... .... ............ ......... mino abb: Builders Inc. . .............. ... ............ ................... ............. ............ ................... ........... .................. ............. ............ . .......... ................. ............ .......... ............. ............. ........... ............ . . . . . . . . . . . . . . . . . . . . . . . .................... ........... .....11 ....... ...... ..... ............ . . ............. ................................. 4S Y f From: Shaw, C. Fred shaw F To: lazzet, Jerry iazzet Date: 12/22/98 9:37AM Subject: Avery Meadows-Punch List-Sewer Lateral for 1023 Avery St. # The contractor for the above referenced project provided a lateral for the residence at 1023 Avery without prior approval of the property owner as required by the W.P.C.A. The lateral was provided on Hitchcock Way, on the south side of the property. The existing septic system is located on the north side and a well and a building located in the backyard make impractical the use of this lateral. A better location for the lateral would have been on Avery Street on the north side of the driveway. In any event, another lateral must be provided and this time,the owner must be involved in the selection of a location. Please coordinate this through this office. Also,the property owner has made a complaint about the grading of the gravel driveway-there is a low area which is collecting storm water runoff. Please inspect this condition and advise the contractor if appropriate. CC: LaPiene, Tracy LaPiene, Perna, Joe Perna I y 'i F c G 5 1; Y 1 3 i F h 3 From: Shaw, C. Fred shaw To: lazzet, Jerry iazzet Date: 12/22/98 9:49AM Subject: Avery Meadows- 1010 Avery Street The property owner at 1010 Avery Street has made a recent complaint against the contractor for the above referenced project. It is her complaint that the front lawn area was not restored to her satisfaction. Furthermore, she complained the the edge of the pavement across the front of her yard was not brought j to the edge of the lawn, and there now exists an unsightly gutter. ; CC: LaPiene, Tracy LaPiene, Perna, Joe Perna is II > i a ; a Memo To Jerry C. Iazzetta,Town Engineer From: Tracy A. LaPiene, Project Engineer Date: 12/28/98 Re: Avery Meadows 96-26P Bond reduction request to maintenance On 12/23/98 I made and inspection of the project and found that the following items remain to be addressed; As-Builts • As-Built drawings must be submitted and approved Monumentation • Monuments &Iron Pins not placed. Storm Drainage • All C.B. sumps need to be cleaned. • C.B. 2 remove plywood and boards inside Avery Street • Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street. Lateral provided off Hitchcock Way is not acceptable. Coordinate with C. Fred Shaw with regard to the exact location lateral is to be placed. • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified,filled and compacted. • Edge of pavement placed to be backed up with topsoil. Detention Basin • As-Built of Detention basin required to show proper grading. • Outlet structure top grates not bolted down • Mortar around outlet pipe& cut flush. • Detention Basin Outlet structure not built to proper grade • TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 diff in elev. * Min. of 1' free board required. • Check elevation of emergency spillway • Silt Fence is to be removed. • S. and W. of detention area dead and hanging trees to be removed— safety concern. • Check w/Zoning/Wetland enforcement officer to see if fallen trees within wetland buffer area are to be removed. • Inlet plunge pool has erosion below it at endwall—to be repaired to proper grades and elevation Grading • Check with Jeff Folger to ensure that all grading and drainage issues are resolved to his satisfaction. • Headwall Hitchcock Sta 2+00 35'R has erosion around—fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. • Swale not present lot 14, 15, 16. • Ensure positive surface runoff at rear of lot 13. Note: Homeowner states small claims case pending regarding said grading. • No drainage swale to N of lot 19 • Consult with Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Sidewalk • 1 section sidewalk over 24"culvert across Avery to be replaced • 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) • Backfill sidewalk lot 22 Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman • 15 l.f. B.C.L.C. total around island at 2 locations to be replaced • 1 1.f. B.C.L.C. 6' north of C.B. 6A to be replaced • 3 l.f. B.C.L.C. 20' north of C.B. 6A to be replaced Sedgewick • Backfill curbing placed on lot 10 3 l.f. B.C.L.C. between# 8 & 10 to be removed • 20 I.f.total B.C.L.C. around island in 6 locations to be repaired • 21.f. B.C.L.C. #1 Sedgewick to be replaced Signage • Street sign at Avery &Hitchcock to have both street names on it. • Stop bars to be painted • Stop sign posts are not acceptable— replace to Town standards. Utilities • Hitchcock lot 17 watergate in sidewalk to be moved and sidewalk replaced • Gas gate lot 15 in sidewalk to be moved and sidewalk replaced • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to be removed or buried • End of sanitary lateral to 1023 Avery off of Hitchcock to be marked with witness stake and rod to Town standards. Landscaping • Check with Planning Dept. to ensure that all plantings and landscaping meet requirements. Miscellaneous • Basketball hoop to be removed from right-of-way at 44 Hitchcock • Remove real estate signs in front of existing headwall on Avery St. • Parking area for recreational vehicles not completed-to have fabric&6"proc. Stone • Pavement between#8 & 10 Sedgewick approx. 3' x 18' section has deep cracks from roller when placed. This area to be monitored through freeze-thaw cycle and may require patching in spring. tal TownHall/vo12/Eng/Poj.P&.Z/Avery Meadow/Avery Meadow pneldst maint.doc sc 5 � � n 4 > r 1 ti M N i I, it Ile- Ae- le c der --tf h0 S �`ptrli' 81C LQTS ��ZJ� SJ� to Ck i i "i I !f i l �i`z3 � d / i C'®m i+O/i�.q l� i✓/�S_ mac+► a" c�.�''c 1�.. fo r q !/ice 'j A. S c�G��o cs s !� O ✓C r l y�� ��/✓r►r JJ" � t .+BUJ i✓C®•'% T�� i �C�o' GSf� o- ®°� �.-..«ra.A ®/...✓✓t� /OL3- �Y✓e�"�! � V � ..s'r.s�'✓��� i ,I /, '06'e v a° f-r o 6,— �a 5 or 40-y. i SVI of�✓ems/ 44cc 00toud MEMORANDUM TO: Jerry C. Iazzetta, Town Engineer FROM: Tracy A. LaPiene, Project Engineer DATE: May 4, 1998 RE: AVERY MEADOWS PUNCH LIST INSPECTION 10:30AM-1:15 PM 700 Sunny General Notes: ■ Monuments &Iron Pins not placed. ■ Shims to be removed and roadway inspected again prior to approval to pave to see if structures further damaged. ■ Note all sumps need to be cleaned. ■ 1023 Avery St sanitary lateral location if lateral off of Avery is to be required must be resolved before paving. ■ Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Avery Street ■ West side of Avery North of Hitchcock where sidewalk repaired the shoulder area to be restored, topsoil, loam& seed. ■ Int. Hitchcock—settlement around manhole—Pavement on west side all broken up ■ Avery Street N of Hitchcock—ruts between sidewalk&wetland area to be filled in loam & seed ■ 1023 Avery Driveway apron to be replaced. ■ 1010 Avery Street—lawn to be repaired ■ Project Sign to be removed. ■ Sanitary trench not satisfactory—must be replaced. Detention Basin ■ Outlet structure has four grates missing and outlet pipe not mortared or cut flush. ■ Detention Basin Outlet structure not built to proper grade TF outlet structure is equal to ground elev. at end of gravel access drive (ck'd w/hand level). Plan calls for have 1.32 diff in elev. * Min. of l' free board required. ■ Check elevation of emergency spillway—No riprap used. ■ Detention Basin some dead plantings-no wetland plantings. ■ Silt Fence is to be removed. ■ S. and W. of detention area dead and hanging trees to be removed—safety concern. I Avery Meadow Punch List Inspection Page 2. Hitchcock ■ CB 0+12 L&R, CB 1+88R, CB5,and CB 1 tops damaged to be repaired by bonding. ■ CB 6 bonded repair required-ensure northern pipe mortared around ■ End of sanitary lateral to 1023 Avery not marked with approved stake &plate ■ 2+50 R±sidewalk broken—section to be replaced ■ Between house#21 &27 Hitchcock- exposed wiring in yard area next to transformer is to be removed. ■ Intersection Hictchcock&Chapman- ensure proper grading of final course of pavement. ■ Watergates SE of intersection to be replaced if found broken ■ #27 Hitchcock-lower water gate ■ BCLC from 27 Hitchcock to CB#4 to be replaced ■ Lot 17- shoulder area to be established. ■ E of Lot 17 fenced in parking to be done ■ BCLC from lot 14 to CB2 to be replaced in C.D.S. ■ Hitchcock 5+20 9 T—hole in pavement to be cut out and patched ® Lot 17 water shutoff in middle of sidewalk—should be relocated. Sedgewick ■ Lot 10 curbing to be repaired Wooden 2 x 4 to be removed ■ Note entire BCLC has tire marks cut in ■ BCLC between Lot 4 & 5 to be repaired ■ Ensure no drainage problems on driveway apron lot 4 when placing top coarse bituminous pavement Chapman ■ Lot 22 by water shutoff settlement of BCLC &pavement to be repaired prior to top coarse ■ Lot 21 ensure no drainage problem of driveway apron when placing top coarse ■ BCLC between lots 19 &20 to be replaced ■ between lot 19&20 CATV box broken—repair ■ Berm at rear of lot 14 was to have been removed. ■ Swale not present lot 14, 15, 16. ■ Lot 19 Brush in rear of lot in drainage swale to be removed. ■ No drainage swale to N of lot 19 ■ Slopes to SW of endwall#2 not established ■ Grading in front of endwall#2 to be opened wider and slopes established ■ Tree planted in swale at Lot 20 ■ Lot 21 -flower garden planted in drainage swale tal Memorandum: To: Jerry C. Iazzetta, Town Engineer From: Tracy A. LaPiene, Project Engineer Date: May 4, 1998 Re: Avery Meadows -Punchlist Inspection 10:30-1:15 AM 70' Sunny General Notes: ■ Monuments& Iron Pins not placed. ■ Check with Jeff Folger, M. Lipe regarding Detention Basin, Wetlands, Open Space, Plantings. ■ Shims to be removed and roadway inspected again prior to approval to pave to see if structures further damaged. ■ Ck With Jerry&Mel Stead re: extent of BCLC to be replaced. ■ Note all sumps need to be cleaned. 2. ■ Check w/F. Shaw re: 1023 Avery St sanitary lateral location if lateral off of Avery is to be required ■ Check with Jeff Folger if drainage concerns behind lots 12, 13 & 14 have been addressed. Avery Street ■ West side of Avery North of Hitchcock sidewalk repaired adequately shoulder area to be restored-T.S. Loam& Seed 20' N of MH 10 Settlement Starts ■ Between MH 9& 10 No crown to road ■ Between MH 9& 8 & 7 sag along C.L. of road where crown should be ■ 10'-45' N of MH 9 E side of road Settlement over lateral Curbing broken ■ MH 9& 10 rims above finished pavement ■ MH 8 6' west - 12' longitudinal crack in existing pavement—failure due to trench work ■ Int. Hitchcock—settlement around manhole—Pavement on west side all broken up ■ Avery Street N of Hitchcock—ruts between sidewalk&wetland area to be filled in loam & seed ■ 1023 Avery Driveway apron to be replaced. ■ 1010 Avery Street—lawn to be repaired ■ Note owners at 1023 & 1010 Avery stated very disgruntled about alleged broken promises by Rob Mannarino with regard to work to be done to their properties. ■ Project Sign to be removed. Note some areas of settlement I marked with white painted"X". i Detention Basin ■ Outlet structure not completed ■ 4 grates missing. y ■ Outlet pipe not mortared around or cut flush. ■ Detention Basin Outlet structure not built to proper grade TF outlet structure is equal to gmd elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 dill in elev. * Min. of 1' free board required. ■ Check elevation of emergency spillway—No riprap used. ■ Detention Basin some dead plantings-no wetland plantings. ■ Silt Fence is to be removed. ■ S. and W. of detention area dead and hanging trees to be removed—safety concern. *As-Built of detention area required prior to lowering bond for detention area. Hitchcock ■ CB 0+12 L&R, CB 1+88R, CBS,and CB 1 tops damaged to be repaired by bonding. ■ CB 6 bonded repair required-ensure northern pipe mortared around ■ End of sanitary lateral to 1023 Avery not marked with approved stake& plate ■ 2+50 R±sidewalk broken—section to be replaced ■ Between house#21 & 27 Hitchcock- exposed wiring in yard area next to transformer is to be removed. ■ Intersection Hictchcock& Chapman- ensure proper grading of final course of pavement. ■ Watergates SE of intersection to be replaced if found broken ■ #27 Hitchcock- lower water gate ■ BCLC from 27 Hitchcock to CB#4 to be replaced ■ Water hydrant to be painted? ■ Lot 17- shoulder area to be established. ■ E of Lot 17 fenced in parking to be done ■ BCLC from lot 14 to CB2 to be replaced in C.D.S. ■ . Hitchcock 5+20 9'L—hole in pavement to be cut out and patched Note: many of sidewalks wavy—not straight cross slope Note: Lot 17 water shutoff in middle of sidewalk Sed ewick ■ Lot 10 curbing to be repaired Wooden 2 x 4 to be removed ■ Note entire BCLC has tire marks cut in ■ BCLC between Lot 4& 5 to be repaired ■ Ensure no drainage problems on driveway apron lot 4 when placing top coarse bituminous pavement i Chapman ■ Lot 22 by water shutoff settlement of BCLC & pavement to be repaired prior to top coarse ■ Lot 21 ensure no drainage problem of driveway apron when placing top coarse ■ BCLC between lots 19& 20 to be replaced ■ between lot 19 & 20 CATV box broken—repair ■ Berm at rear of lot 14 was to have been removed. ■ Swale not present lot 14, 15, 16 but drainage should flow down. ■ Lot 19 Brush in rear of lot in drainage swale to be removed. ■ No drainage swale to N of lot 19 ■ Slopes to SW of endwall #2 not established ■ Grading in front of endwall #2 to be opened wider and slopes established Note: Tree planted in swale at Lot 20 Note: Lot 21 -flower garden planted in drainage swale left message with Mannarino 1:20 5/4/98 Shims to be removed and inspected by Town prior to paving and will send report tal 1 i 1 8 From: Shaw, C. Fred shaw To: lazzet, Jerry iazzet Date: 12/22/98 9:49AM Subject: Avery Meadows- 1010 Avery Street The property owner at 1010 Avery Street has made a recent complaint against the contractor for the above referenced project. It is her complaint that the front lawn area was not restored to her satisfaction. } Furthermore, she complained the the edge of the pavement across the front of her yard was not brought to the edge of the lawn, and there now exists an unsightly gutter. CC: LaPiene, Tracy LaPiene, Perna, Joe Perna 4 A '4 G is From: Shaw, C. Fred shaw To: lazzet, Jerry iazzet Date: 12/22/98 9:37AM Subject: Avery Meadows-Punch List-Sewer Lateral for 1023 Avery St. The contractor for the above referenced project provided a lateral for the residence at 1023 Avery without prior approval of the property owner as required by the W.P.C.A. The lateral was provided on Hitchcock Way, on the south side of the property. The existing septic system is located on the north side and a well and a building located in the backyard make impractical the use of this lateral. A better location for the lateral would have been on Avery Street on the north side of the driveway. In any event, another lateral must be provided and this time,the owner must be involved in the selection of a location. Please coordinate this through this office. Also,the property owner has made a complaint about the grading of the gravel driveway-there is a low � area which is collecting storm water runoff. Please inspect this condition and advise the contractor if appropriate. ; CC: LaPiene, Tracy LaPiene, Perna, Joe Perna { 3 5 s 1 3 f; 3 Y 5 Memo To Jerry C. Iazzetta,Town Engineer From: Tracy A. LaPiene,Project Engineer Date: 12/28/98 Re: Avery Meadows 96-26P Bond reduction request to maintenance On 12/23/98 I made and inspection of the project and found that the following items remain to be addressed; As-Builts • As-Built drawings must be submitted and approved Monumentation • Monuments&Iron Pins not placed. Storm Drainage • All C.B. sumps need to be cleaned. • C.B. 2 remove plywood and boards inside Avery Street • Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street. Lateral provided off Hitchcock Way is not acceptable. Coordinate with C. Fred Shaw with regard to the exact location lateral is to be placed. • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified, filled and compacted. • Edge of pavement placed to be backed up with topsoil. Detention Basin • As-Built of Detention basin required to show proper grading. • Outlet structure top grates not bolted down • Mortar around outlet pipe&cut flush. • Detention Basin Outlet structure not built to proper grade • TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 diff in elev. *Min. of 1' free board required. • Check elevation of emergency spillway • Silt Fence is to be removed. • S. and W. of detention area dead and hanging trees to be removed—safety concern. • Check w/Zoning/Wetland enforcement officer to see if fallen trees within wetland buffer area are to be removed. • Inlet plunge pool has erosion below it at endwall—to be repaired to proper grades and elevation Grading • Check with Jeff Folger to ensure that all grading and drainage issues are resolved to his satisfaction. • Headwall Hitchcock Sta 2+00 35'R has erosion around—fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. M • Swale not present lot 14, 15, 16. • Ensure positive surface runoff at rear of lot 13. Note: Homeowner states small claims case pending regarding said grading. • No drainage swale to N of lot 19 • Consult with Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Sidewalk • 1 section sidewalk over 24"culvert across Avery to be replaced • 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) • Backfill sidewalk lot 22 Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman • 15 l.f.B.C.L.C.total around island at 2 locations to be replaced • 1 l.f.B.C.L.C. 6' north of C.B. 6A to be replaced • 3 l.f. B.C.L.C. 20' north of C.B. 6A to be replaced Sedgewick • Backfill curbing placed on lot 10 • 3 l.f.B.C.L.C.between#8 & 10 to be removed • 201.f. total B.C.L.C. around island in 6 locations to be repaired . • 21.f.B.C.L.C.#1 Sedgewick to be replaced Signage • Street sign at Avery&Hitchcock to have both street names on it. • Stop bars to be painted • Stop sign posts are not acceptable—replace to Town standards. Utilities • Hitchcock lot 17 watergate in sidewalk to be moved and sidewalk replaced • Gas gate lot 15 in sidewalk to be moved and sidewalk replaced • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to be removed or buried • End of sanitary lateral to 1023 Avery off of Hitchcock to be marked with witness stake and rod to Town standards. Landscaping • Check with Planning Dept.to ensure that all plantings and landscaping meet requirements. Miscellaneous • Basketball hoop to be removed from right-of-way at 44 Hitchcock • Remove real estate signs in front of existing headwall on Avery St. • Parking area for recreational vehicles not completed-to have fabric&6"proc. Stone • Pavement between#8 & 10 Sedgewick approx. 3' x 18' section has deep cracks from roller when placed.This area to be monitored through freeze-thaw cycle and may require patching in spring. tal TownHaII/vol2/Eng/Poj.P&Z/Avery Meadow/Avery Meadow pnchlst maint.doc MEMORANDUM TO: Marcia A. Banach,Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: December 31, 1998 RE: Avery Meadow Subdivision We have reviewed the request to reduce the bond to maintenance level at Avery Meadow Subdivision. A site inspection on December 23, 1998 has resulted in the following list of items that need to be addressed,most of which were identified in my May 13, 1998 letter to Mr. Robert Mannarino: As-Builts • As-Built drawings must be submitted and approved Monumentation • Monuments&Iron Pins not placed. Storm Drainage • All C.B. sumps need to be cleaned. • C.B. 2 remove plywood and boards inside Avery Street • Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street. Lateral provided off Hitchcock Way is not acceptable. Coordinate with C.Fred Shaw with regard to the exact location lateral is to be placed. • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified,filled and compacted. • Edge of the pavement overlay that was placed should be backed up with topsoil. Detention Basin • As-Built of Detention basin required to show proper grading. • Outlet structure top grates not bolted down • Mortar around outlet pipe&cut flush. • Detention Basin Outlet structure not built to proper grade • TF outlet structure is equal to ground elevation at end of gravel access drive. Plan calls for there to be a 1.32' diff in elev. (Min. of 1' free board required. • Check elevation of emergency spillway Page 1 of 3 • Silt Fence is to be removed. • S. and W.of detention area dead and hanging trees to be removed—safety concern. • Inlet plunge pool has erosion below it at endwall—to be repaired to proper grades and elevation Grading • Headwall Hitchcock Sta 2+00 35'R has erosion around—fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. • Swale not present in lots 14, 15,and 16 as per approved plans. • Ensure positive surface runoff at rear of lot 13. (Homeowner states small claims case pending regarding said grading.) • No drainage swale to North of lot 19 Sidewalk • 1 section sidewalk over 24"culvert across Avery to be replaced • 1 section sidewalk 15'north of C.B.in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) • Backfill sidewalk lot 22 Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman • 1511 B.C.L.C.total around island at 2 locations to be replaced • 1.11 B.C.L.C. 6'north of C.B. 6A to be replaced • 31.£B.C.L.C.20'north of C.B. 6A to be replaced Sedgewick • Backfill curbing placed on lot 10 • 311 B.C.L.C.between#8& 10 to be removed • 2011.total B.C.L.C.around island in 6 locations to be repaired • 211 B.C.L.C.#1 Sedgewick to be replaced Signage • Street sign at Avery&Hitchcock to have both street names on it. • Stop bars to be painted • Stop sign posts are not acceptable—replace to Town standards. Utilities • Hitchcock lot 17 watergate in sidewalk to be moved and sidewalk replaced • Gas gate lot 15 in sidewalk to be moved and sidewalk replaced • Utility witness stake.to be removed on lot 10 • Grounding rod lot 10 to be removed or buried • End of sanitary lateral to 1023 Avery off of Hitchcock to be marked with witness stake and rod to Town standards. Miscellaneous • Basketball hoop to be removed from right-of-way at 44 Hitchcock • Remove real estate signs in front of existing headwall on Avery St. • Parking area for recreational vehicles not completed-to have fabric&6"processed stone Page 2 of 3 • Pavement between#8 & 10 Sedgewick approx.3' x 18' section has deep cracks from roller when placed.This area to be monitored through freeze-thaw cycle and may require patching in spring. We have not addressed any landscaping or wetlands issues. JCl/sfg \\TOWN_HALL\VOL2\ENGH4MR\"._P&Z Wedandv ApplicationsUvery Madow\Review Dec 30.doc Page 3 of 3 MEMORANDUM TO: Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer FROM: Jerry C. Iazzetta, Town Enginee DATE: December 31, 1998 RE: Avery Meadow Subdivision On December 23, 1998, Tracy made an inspection of the Avery Meadow Subdivision in response to a request to reduce the bond to maintenance level. He noticed several items that require your input: 1) There are fallen trees within the wetland buffer area. Should these be removed? 2) Are all grading and drainage issues resolved to your satisfaction (note: no swales on lots 14, 15, 16 and 19), especially lots 12, 13 and 14? 3) Are all wetland plantings ok? JCl/sfg ENGINEER\Prof.-P&Z Wedands Appli\Avery Meadow\Inspect Dec 23.doc r MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: December 31, 1998 RE: Avery Meadow Subdivision We have reviewed the request to reduce the bond to maintenance level at Avery Meadow Subdivision. A site inspection on December 23, 1998 has resulted in the following list of items that need to be addressed,most of which were identified in my May 13, 1998 letter to Mr. Robert Mannarino: As-Builts • As-Built drawings must be submitted and approved Monumentation • Monuments&Iron Pins not placed. Storm Drainage • All C.B. sumps need to be cleaned. • C.B. 2 remove plywood and boards inside Avery Street • Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street. Lateral provided off Hitchcock Way is not acceptable. Coordinate with C.Fred Shaw with regard to the exact location lateral is to be placed. • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified, filled and compacted. • Edge of the pavement overlay that was placed should be backed up with topsoil. Detention Basin • As-Built of Detention basin required to show proper grading. • Outlet structure top grates not bolted down • Mortar around outlet pipe&cut flush. • Detention Basin Outlet structure not built to proper grade • TF outlet structure is equal to ground elevation at end of gravel access drive. Plan calls for there to be a 1.32' diff in elev. (Min. of F free board required. • Check elevation of emergency spillway Page 1 of 3 • Silt Fence is to be removed. • S. and W. of detention area dead and hanging trees to be removed—safety concern. • Inlet plunge pool has erosion below it at endwall—to be repaired to proper grades and elevation Grading • Headwall Hitchcock Sta 2+00 35'R has erosion around—fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. • Swale not present in lots 14, 15, and 16 as per approved plans. • Ensure positive surface runoff at rear of lot 13. (Homeowner states small claims case pending regarding said grading.) • No drainage swale to North of lot 19 Sidewalk • 1 section sidewalk over 24"culvert across Avery to be replaced • 1 section sidewalk 15'north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) • Backfill sidewalk lot 22 Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman .. • 1511 B.C.L.C. total around island at 2 locations to be replaced • 1.11 B.C.L.C. 6'north of C.B. 6A to be replaced • 3 11 B.C.L.C.20'north of C.B. 6A to be replaced Sedgewick • Backfill curbing placed on lot 10 • 311.B.C.L.C.between#8 & 10 to be removed • 2011 total B.C.L.C.around island in 6 locations to be repaired • 211.B.C.L.C.#1 Sedgewick to be replaced Signage • Street sign at Avery&Hitchcock to have both street names on it. • Stop bars to be painted • Stop sign posts are not acceptable—replace to Town standards. Utilities • Hitchcock lot 17 watergate in sidewalk to be moved and sidewalk replaced • Gas gate lot 15 in sidewalk to be moved and sidewalk replaced • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to be removed or buried • End of sanitary lateral to 1023 Avery off of Hitchcock to be marked with witness stake and rod to Town standards. Miscellaneous • Basketball hoop to be removed from right-of-way at 44 Hitchcock • Remove real estate signs in front of existing headwall on Avery St. • Parking area for recreational vehicles not completed-to have fabric&6"processed stone Page 2 of 3 • Pavement between#8& 10 Sedgewick approx. Y x 18' section has deep cracks from roller when placed.This area to be monitored through freeze-thaw cycle and may require patching in spring. We have not addressed any landscaping or wetlands issues. JCl/sfg \\TOWN HALL\VOL2\ENGINEER\Proj.-P&Z Wetlands Applications\Avery Meadow\Review Dec 30.doc Page 3 of 3 Hankard Management Company p Y P.O. Box 521 South Windsor, CT. 06074 CT. Lic# 006 March 18, 1999 Mr. Jerry lazzetta P.E. Town Engineer Town of South Windsor 1540 Sullivan Ave South Windsor, Ct. 06074 Dear Mr. lazzetta: Recently the Avery Meadow Association Board of Directors received a complaint about the sidewalk in front of 48 Hitchcock Way. This sidewalk ends in the middle of the front lawn of this home and because of that does not allow handicapped access. The Owner of this home as well as the association has raised this issue with the developer without response. Is this installation what the Town of South Windsor approved? Yours Trul r; Patrick T Hankafd Property Manager cc: Board of Directors a MAR 2 2 1999 Hankard Management Company P.O. Box 521 South Windsor, CT. 06074 CT. Lic# 005 March 18, 1999 _ ® I�u.urLll w MAR 2 2 1999 Mr. Jerry lazzetta P.E. ep NM 4% Town Engineer ais Wt Town of South Windsor 8 4 1540 Sullivan Ave It s South Windsor, Ct. 06074 Dear Mr. lazzetta: Recently the Avery Meadow Association received notice from CL&P that back charges were due for the street lighting on Hitchcock Way. They had contacted the town but were told the street was not yet accepted. They have not been able to collect these charges from the developer Mannarino Builders. It was CL&P's plan to turn these lights off. Clearly for the safety of the residents we can not allow this to happen. CUP has agreed to bill from August 1, 1998 to date and not charge for any service prior to that date. The Avery Meadow Association Board of Directors has agreed pay that bill of$22 per month for the past 8 months, totaling $176 and to continue paying for this service until the town accepts the street and takes over the street lighting. It is our request to you that we be reimbursed from the developers bond funds for this cost, which should not be ours. The Avery Meadow Association is paying for the lights on Chapman and Sedgewick, as they are ours. I am enclosing a copy of the letter from CUP. Yours Truly;----,. _ Patrick T Hankard Property Manager cc: Board of Directors J - w� XL�1'J d12 '9:.' U?:19 I D:CL&P TOLLAidD DISTRICT FAX:860-871-3365 PAGE 2 Connecticut The C:omoniout 1.4t and Power Company ti 48 Tolland Ehmp Road Light&Power Touand,CT WON H� no Northeast Utllldee$ystam Mnrrh I i, 1999 Avery Mosdow Flunkrard MaanaKemunt I'() liox 521 South Windsor, (,'I'Otil174 Doar Mr. Hnnlcnrrl: Por out phone cmiverantion on Marc+ 1 1, 1099, tho billing of two atrout lightH will bu taaktm over by Honkard Mnnagetnant ns of August 1098. One atront light is louatod on C;hapana n Circle, thv other light in c;uuntion ie locrtted cm Sedge-wick Circlo. '1'lle costs of those light_'l its $10,99 por month,por light. '!'here is however, two lights rl'.lnalinlnK oil Hitchcock Way that we are nut billing;anyone for at this timo. A r:lnrk in my office hazy spoken to the South Windsor Pulice Deptartnwnt(they hgntiln Atrret light hilling)and thoy a;ny they havo not rracanptod Hitehrock Wily aR a town roar;. Thr.rr.tmrn.., we do noon to know who to hill thew,two remaining lights. Tho cost of thc!Nr lights? is$10,1111 por month,prr light, Ploasc, r'nntnct•me,at 871•2348 at,your caarliast cnilvcr7ic�nr.c�. 'l'hanl:ypU fat'y()ctr 111661Mted C00pet'3tultl ill tlla;c ill ttet'. �Siltcerely. Susan K. C.'.habpt F,nt_rK,y Servic em Ttpremi-ntaativtr 064,1111 RFv 10.44 r 7own V/ soa A W . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR_�O AREA CODE 860 1 644-251 1 March 30, 1999 Mr. Patrick T. Hankard Property Manager Hankard Management Company P.O. Box 521 South Windsor, CT 06074 Re: Avery Meadow Subdivision Dear Mr. Hankard: We have reviewed your March 18, 1999 letter concerning back charges from CL&P for street lighting on Hitchcock Way. The subdivision bond cannot be used to pay for electric charges as the bond is only for construction items and their correction (if necessary). Until a road has been accepted by the Town of South Windsor, the developer is responsible for the CL&P charges associated with street lighting as he owns the road. If you have any questions, please call me at 644-2511, extension 245. Very truly yours, Je ry . I zzetta, E. T wn ineer JCl/sfg cc: File 041N SF,t� r 7own ap s'oirz& ?Jzn� x G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 oe-00) AREA CODE 860 /644-2511 March 30, 1999 Mr. Patrick T. Hankard Property Manager Hankard Management Company P.O. Box 521 South Windsor, CT 06074 Re: Avery Meadow Subdivision Dear Mr. Hankard: We have reviewed your March 18, 1999 letter concerning the sidewalk in front of 48 Hitchcock Way. The sidewalk as installed is as approved by the Planning and Zoning Commission. If you have any questions or require additional information, please call me at 644-2511, extension 245. Very truly yours, zzett , .E. JAC. ineer )Cl/sfg cc: File Hankard Management Company P.O. Box 521 South Windsor, CT. 06074 CT. Lic# 005 April 11, 1999 ✓ i Mr. Matthew B Galligan Town Manager Town of South Windsor 1540 Sullivan Ave South Windsor, Ct. 06074 Dear Matt: Recently the Avery Meadow Association received notice from CL&P that back charges were due for the street lighting on Hitchcock Way. They had contacted the town but were told the street was not yet accepted. They have not been able to collect these charges from the developer Mannarino Builders. It was CL&P's plan to turn these lights off. Clearly, for the safety of the residents, we can not allow this to happen. The Avery Meadow Association Board of Directors has agreed pay that bill of$22 per month for the past 8 months, totaling $176 and to continue for this service until the town accepts the street and takes over the paying P street lighting. CL&P have agreed to bill from August 1, 1998 to date and not charge for any service prior to that date. The Avery Meadow Association is paying for the lights on Chapman and Sedgewick, as they are ours. It was our hope that we could be reimbursed from the developers bond funds for the cost of the Hitchcock Way lights. When I wrote to Town Engineer lazzetta requesting this he checked with the Town Planner and advises us that bond funds could not be used for this purpose. He suggested that we pursue this with the small claims court but we don't think that is legitimate for this debt. Is there something you can do to help? 12 Yours TrV �14 1 2 z / ; 3 Patrick T Hankard AP R 1999 Property Manager M cc-, Board of Directors Jerry lazzetta RECEIVED 1169 ELLINGTON ROAD • SOUTH WINDSOR,CT.06074 MAR ;-e jWO PH.860-289-7055 • FAX.860-289-7121 LIC#01028 SOUTH wilmsoR PIA MIND DEPT EMAIL AOI t h I iflU6.Com March 23,2000 HANKARD MANAGEMENT COMPANY C/O AVERY MEADOW ASSOCIATION P.O.BOX 521 SOUTH WINDSOR,CT.06074 RE: AVERY MEADOW DEAR MR.HANKARD, I HAVE RECENTLY RECEIVED A COPY OF YOUR LETTER TO THE TOWN OF SOUTH WINDSOR AND WOULD LIKE TO ADDRESS THE ISSUES IN YOUR LETTER. WE, AT MANNARINO BUILDERS,INC.,GREATLY APOLOGIZE FOR ANY INCONVEINENCE OR SAFETY ISSUE THAT MAY HAVE ARISED FROM THE STREET LIGHTS BEING TURNED OFF.IT WAS OUR UNDERSTANDING THAT THE STREET LIGHTS WERE BEING PAID BY THE TOWN OF SOUTH WINDSOR.WE HAVE SINCE LEAINEI};TIIAT THIS IS NOT THE CASE AND HAVE HAND DELIVERED A CHECK TO NORTHEAST UTILITIES IN THE AMOUNT OF $1,050.00.WE WILL CONTINUE TO PAY THE BILL UNTIL THE TOWN ACCEPTS THE ROAD. IN REGARDS TO THE MERESTONES,WE PLACED THEM THEIR IN THE FALL OF 19"WITH THE INTENTION OF INSTALLING THEM.ONCE THEY WERE DELIVERED WE HAD THE LOCATIONS STAKED.UNFORTUNATELY, THE HOMEOWNERS OR SOME INDIVIDUAL REMOVED THE STAKES AND WE MISSED OUR WINDOW OF OPPORTUNITY TO INSTALL THE MONUMENTS.SUBSEQUENTLY WE WILL HAVE THEM INSTALLED OVER THE NEXT COUPLE OF WEEKS. WE WILL FASTEN THE WHITE FENCE BY THE APRIL 1,2000 AND IN REGARDS TO THE SIGN, WE HAVE FAILED TO INSTALL ONE.AT THIS TIME IF THE ASSOCIATION WOULD LIKE TO PARTICIPATE IN THE SIGN(DESIGN/STYLE) PLEASE LET ME KNOW BEFORE I ORDER ONE. I HAVE REQUESTED AN INSPECTION FROM THE TOWN IN REGARDS TO PLANTINGS. ALTHOUGH I DISAGREE WITH YOUR STATEMENT THAT TREES WERE NOT PLANTED AND THAT OTHERS DIED WITHIN WEEKS AND WE HAVE ALREADY REPLACED DEAD TREES ONCE,I AM SURE THAT THE TOWN WILL DIRECT US TO REPLACE WHATEVER TREES WE ARE RESPONSIBLE FOR. � , . . . . . . . . . . . . . . . . . . . . March 23, 2000 Page 2 IT HAS COME TO OUR ATTENTION THAT THE RV PARKING AREA FENCE HAS BEEN REMOVED.THIS IS A DIRECT VIOLATION OF THE SITE DEVELOPMENT PLAN.I HAVE TALKED TO THE PLANNING DEPARTMENT AND THEY JUST NEED A REQUEST IN WRITING FROM THE ASSOCIATION AND IT SHOULD BE A FAIRLY EASY APPROVAL PROCESS. IN CLOSING, I WOULD LIKE TO RE-INFORCE THAT MANNARINO BUILDERS,INC.WILL COMPLETE ITS SUBDIVISION REQUIREMENTS. WE ONLY HAVE A FEW ITEMS LEFT AND EXPECT TO HAVE THEM COMPLETED BEFORE SUMMER ARRIVES.PLEASE CALL ME IF YOU HAVE ANY QUESTIONS AND I WILL WAIT O HEAR FROM YOU REGARDING THE SIGN. Sincerely, R20BERTANN NO PRESIDENT CC.MARCIA BANACH,TOWN PLANNER MICHELLE LIPE,ASSITANT TOWN PLANNER u If 4 P gOf s 'C:K FAX-01��+e�Ul�or o: M(Id p�n� From: Co./Dept. Co./Dept. Fax: Fax: Phone: Phone: MEMOP Note. E-Mail: To: Marcia A. Banach, Director of Plarminy From: Jerry C. Iazzetta, Town Engineer Date: April 4, 2000 Re: Avery Meadows 96-26P In response to the request to reduce the bond to maintenance level, an inspection of the project was made on April 4, 2000. The following items need to be addressed prior to any bond reduction: As-Builts As-Built drawings have not been submitted. Monumentation • Monuments have not been placed. • Letter required by Land Surveyor certifying that all iron pins have been placed and are currently in good condition. Storm Drainage • All C.B. sumps need to be cleaned. • C.B.s 1&2 remove debris from inside. Sanitary • Lateral provided for 1023 Avery Street off Hitchcock Way is not acceptable. Coordinate with C. Fred Shaw with regard to the exact location lateral is to be placed. Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street and section of sewer main disturbed between manholes to be air tested and mandrel tested prior to approval. Avery Street • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified, filled and compacted. • Edge of pavement placed to be backed up with topsoil. • Fill in ruts west side of sidewalk on Avery Street between SNET #1454 and SNET #1455. Detention Basin As-Built of Detention basin required to show proper grading. • Outlet structure top grates not bolted down • Mortar around outlet pipe &cut flush. • Detention Basin Outlet structure not built to proper grade [ TF outlet structure is equal to ground elev. at end of gravel access drive (ck'd w/ hand level). Plan calls for 1.32 'difference in elevation.] • Silt Fence is to be removed. • South and west of detention area dead and hanging trees to be removed — safety concern. • Inlet plunge pool is to be rebuilt to proper grades and elevation Grading • Headwall Hitchcock Sta 2+00 35'R has erosion around — fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. • Swale not present lot 14, 15, 16. • Ensure positive surface runoff at rear of lot 13. • No drainage swale to north of lot 19 Sidewalk 1 section sidewalk over 24" culvert across Avery to be replaced (sidewalk depressed). • 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced (sidewalk depressed) • 1 section sidewalk 20' south of utility pole SNET #1454 to be replaced. • 1 section sidewalk 15' east of C.B. 7 to be replaced. Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman • 15 IS. B.C.L.C. total around island at 2 locations to be replaced Sedgewick • Backfill curbing placed on lot 10 • 20 I.f. total B.C.L.C. around island in 6 locations to be repaired Hitchcock • 6 I.f. B.C.L.C. south of driveway lot 13 #47 to be replaced. • 6 I.f. B.C.L.C. 30' east of C.B. 4 to be replaced. Signage • Street sign at Avery & Hitchcock to have both street names on it. • Stop bars to be painted • Stop sign posts are not acceptable — replace to Town standards (galvanized posts required). Utilities • Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. • Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to be removed or buried Miscellaneous • Parking area for recreational vehicles not completed-to have fabric, 6"proc. Stone, fencing and gates. JCl/sfg \\TOWN_HALL\VOL2\ENGINEER\Proj. -P&Z Wetland Applications\Avery Meadow\Bond Red.doc a i Memo To Jerry C. Iazzetta, Town Engineer From: Tracy A.LaPiene,Project Engineer Date: 04/04/00 Re: Avery Meadows 96-26P Bond reduction request to maintenance On 04/04/00 I made and inspection of the project and found that the following items remain to be addressed; As-Builts • As-Built drawings have not been submitted for review. Monumentation • Monuments have not been placed. • Letter required by Land Surveyor certifying that all iron pins have been placed and are currently in good condition or all iron pins are required to be flagged in field for inspection by the Town. Storm Drainage • All C.B. sumps need to be cleaned. • C.B.s 1&2 remove debris from inside. Sanitary • Lateral provided for 1023 Avery Street off Hitchcock Way is not acceptable. Coordinate with C. Fred Shaw with regard to the exact location lateral is to be placed. Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street and section of sewer main disturbed between manholes to be air tested and mandrel tested prior to approval. Avery Street • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified, filled and compacted. • Edge of pavement placed to be backed up with topsoil. • Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. Detention Basin • As-Built of Detention basin required to show proper grading. • Outlet structure top grates not bolted down • Mortar around outlet pipe&cut flush. • Detention Basin Outlet structure not built to proper grade • TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 diff in elev. *Min. of 1' free board required. • Check elevation of emergency spillway • Silt Fence is to be removed. • S. and W. of detention area dead and hanging trees to be removed—safety concern. • Check w/Zoning/Wetland enforcement officer to see if fallen trees within wetland buffer area are to be removed. • Inlet plunge pool is to be rebuilt to proper grades and elevation Grading • Check with Jeff Folger to ensure that all grading and drainage issues are resolved to his satisfaction. S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\tal\Avery Meadow PL 040400 TAL.doc Page 1 of 2 t • Headwall Hitchcock Sta 2+00 35'R has erosion around—fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. • Swale not present lot 14, 15, 16. • Ensure positive surface runoff at rear of lot 13. Note: Homeowner states small claims case pending regarding said grading. • No drainage swale to N of lot 19 • Consult with Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Sidewalk • 1 section sidewalk over 24"culvert across Avery to be replaced(sidewalk depressed). • 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) • 1 section sidewalk 20' south of utility pole SNET#1454 to be replaced. • 1 section sidewalk 15' east of C.B. 7 to be replaced. Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman • 15 11 B.C.L.C.total around island at 2 locations to be replaced • 111 B.C.L.C. 6' north of C.B. 6A to be replaced • 3 1.£ B.C.L.C. 20' north of C.B. 6A to be replaced Sedgewick • Backfill curbing placed on lot 10 • 3 l.f. B.C.L.C.between#8 & 10 to be removed • 201.f. total B.C.L.C. around island in 6 locations to be repaired • 21.f. B.C.L.C. #1 Sedgewick to be replaced Hitchcock • 211 B.C.L.C. 15' southeast of C.B. 1 to be replaced • 61.f. B.C.L.C. south of driveway lot 13 #47 to be replaced. • 61.f. B.C.L.C. 30' east of C.B. 4 to be replaced. Signage • Street sign at Avery&Hitchcock to have both street names on it. • Stop bars to be painted • Stop sign posts are not acceptable—replace to Town standards(galvanized posts required). Utilities • Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. • Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to be removed or buried Landscaping • Check with Planning Dept. to ensure that all plantings and landscaping meet requirements. Miscellaneous • Parking area for recreational vehicles not completed-to have fabric, 6"proc. Stone, fencing and gates. tal S:\ENGINEER\Prof.-P&Z Wetland Applications\Avery Meadow\tal\Avery Meadow PL 040400 TAL.doc Page 2 of 2 r t PLANNING DEPARTMENT TRANSMITTAL DATE: -7 t 7 1 oO TO: v,AAM - WE ARE SENDING YOU: O PZC initial plans O Drainage computations O PZC revised plans O Bond estimate request O PZC Final plans for review Bond reduction request O PZC Final plans for filing O Correspondence O IWA/CC plans O Other NO.OF COPIES APPLICATION NUMBER PROJECT/APPLICANT ti 3 THESE ITEMS ARE TRANSMITTED: b Ir or review and comment O For your files O or your use O As requested OD�Z '� ►'�n�i4 O Other DA13M PLEASE RETURN/COMMENT BY: v COMMENTS: 7 A or- o-. A.A J A-A- m :1,4,-A &xjl IW i f , AAAA Iffy- Copy to: From: Planning Department- 10/98 MAR-23-00 09 :5g AM P. 02 i 1160 r•.i HNG[ON ROAi) scn:•rtt wt�t•��;c)u,r•r ,r,t>-a �n.8au•2tli•7rgs FAX.$60-289.7121 • I.1CN 0 t 028 • SMAIL AQL©MEI006,COM MANN. ARE***;O BUMDERS. NC. March 23, 2000 TOWN OF SOUTH WINDSOR,PLANNING AND ZONING DEPT. MARC'IA BANAC:H, TOWN PLANNED 1140 SULLIVAN AVENUE SOUTH WINDSOR,CT.06074 RE. AVERY MEADOW DEAR MS, BANACH, PLEASE ACCEPT TIIIS LETTER AS A FORMAL REQUCST'T0 REDUCE THE SUBDIVISION BOND AT AVERY MEADOW TO THE MAINTENANCE LEVEL AI,ONG WITH A LANSCAPING INSPECTION IN ORDER TO RELEASE THE LANDSCAPING BOND. IF YOU HAVE ANY QUESTIONS OR TEED ADDITIONAL INFORMATION PLEASE CALL. Sincerely, RORRR,r MANNA NO PUSIDENT WE'BUILDS OUR F"UTAT10N '" MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, Town Engineer Date: April 4, 2000 Re: Avery Meadows 96-26P In response to the request to reduce the bond to maintenance level, an inspection of the project was made on April 4, 2000. The following items need to be addressed prior to any bond reduction: As-Builts • As-Built drawings have not been submitted. Monumentation • Monuments have not been placed. • Letter required by Land Surveyor certifying that all iron pins have been placed and are currently in good condition. Storm Drainage • All C.B.-sumps need to be cleaned. • C.B.s 1&2 remove debris from inside. Sanitary • Lateral provided for 1023 Avery Street off Hitchcock Way is not acceptable. Coordinate with C. Fred Shaw with regard to the exact location lateral is to be placed. Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street and section of sewer main disturbed between manholes to be air tested and mandrel tested prior to approval. Avery Street • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified, filled and compacted. • Edge of pavement placed to be backed up with topsoil. • Fill in ruts west side of sidewalk on Avery Street between SNET #1454 and SNET #1455. Detention Basin • As-Built of Detention basin required to show proper grading. Utilities • Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. • Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced , • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to be removed or buried Miscellaneous • Parking area for recreational vehicles not completed-to have fabric, 6"proc. Stone, fencing and gates. )Cl/sfg \\TOWN_HALL\VOL2\ENGINEER\Proj.-P&Z Wetland Appllcadons\Avery Meadow\Bond Red.doc C � l TOWN OF SOUTH WINDSOR L - STAFF SITE CHANGE OCT 4 2000 FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON //� 1�lG�C /`-✓AKI�`���PhcsT 'a ` '° Address fd Q �D- Site Name 4 r' 'I <.,DC6,1 P&Z No. Owner x ff c ;L C Phone No. 1 Z/4eo Contractor aol -Ov � e Signature of Owner /p4411-VIVl69r�' Date: � /-e7v Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) Reason for Change: (Why is change required /l" Y, . APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: Gv1 �.4�,c./ ,per o'►^ �,��� White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department OCT-04-00 09 : 18 AM P. 01 1169 Il(.IN(]TpN ROAD • SOUTH WINDSOR.(7.06074 1311.860-289.7055 • FAX.860-290-7121 1.l(l#01028 MANNARINQ BUILDERS, INC.EMAIL AOI.®MQIOOG.COM 10/4/00 TOWN OF SOUTH WINDSOR PLANNING DEPARTMENT MARCIA BANACH,TOWN PLANNER 1540 SULLIVAN AVENUE SOUTII WINDSOR,CT.06457 RE: AVERY MEADOW REQUEST FOR MAINTENANCE BOND. DEAR MS, BANACH, PLEASE ACCI;P'r THIS LETTER AS A FORMAL REQUEST TO REDUCE OUR BOND AT AVERY MEADOW TO A MAINTENANCE LEVEL.IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION PLEASE CALL. SINCERELY, R013ERT MANN INO PRESIDENT cc. . . . . . . . . . . . . . . . . . "WE BUILD OUR REPUTATION" ��owN ae,t� 0-Ye C D s ` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 R•c AREA CODE 880 /644-2511 October 20, 2000 Mr. Robert Mannarino Mannarino Builders 1169 Ellington Road South Windsor, CT 06074 Re: Avery Meadow Dear Mr. Mannarino: We have reviewed the"As-Built" drawings (sheets 6 and 6A) for Avery Meadow, submitted on October 10, 2000, and find them incomplete. The following information is missing: House locations, sanitary laterals (and their inverts), footing drain outlet pipes (and their inverts), monuments and their coordinates, road dimensions, some elevations on profile, open space monumentation, profile and plan for sanitary extension along Avery Street, iron pins and indication that they have been set, driveways, RV parking area. Please have your engineer revise these drawings and submit one copy for our review. If you have any questions, please call me at 644-2511, extension 245. Jtruly you. I zetta, P.E. n ngineer JCUj sv cc: Marcia A.Banach,Director of Planning Tracy A LaPiene, Project Engineer File X Memo To Jerry C.Iazzetta,Town Engineer From: Tracy A.LaPiene,Project Engineer Date: 10/25/00 Re: Avery Meadows 96-26P Bond reduction request to maintenance Due to the magnitude and character of the outstanding items, it is my firm assessment that the Town require that these items be addressed prior to the Town reducing this subdivision bond to the maintenance level and/or the Town acceptance of Hitchcock Way. On 10/19/00 & 10/20/00 I made and inspection of the project and found at that time that the following items remain to be addressed; ➢ Note: items with this bullet have been on multiple previous punchlists and have yet to be addressed. Previous punchlists are attached for review and comparison. Easements • Storm drainage easement to the Town of South Windsor on lot 10 remains to be filed. • Storm drainage easement to the Avery Meadow Homeowners Assoc. on lot 4 remains to be filed. • Swale easement to the Avery Meadow Homeowners Assoc. on lots 20&21 remains to be filed. • Sanitary sewer easement to N/F Josephine V.Maizon remains to be filed. (Please note Mrs. Maizon passed away this month—easement to reflect current owner) • Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. As-Builts • As-Built drawings submitted on 10/10/00 are incomplete. The following information is missing per JCI memo to Mannarino Builders 10/20/00: • House locations • Sanitary laterals (and inverts) • Footing drain outlet pipes (and inverts) • Monuments and coordinates • Iron pins and indication that they have been set • Road dimensions • Some elevations on profile • Open space monumentation • Profile and plan for sanitary sewer extension on Avery St • Driveways Additionally the following items need to be placed on plan: • Distance and bearings of street lines,horizontal curve data. • Easements with distances and bearings,noting grantees and purpose. • Show graded areas within Town rights of way and easements,with finish contours and spot grades in sufficient detail to show that grading is in conformance with approved plan. • Improvements within Town right-of-way which are not included on individual site plan as-builts. • All underground utility mains(i.e. gas,water, electric) • Finished first floor elevations for existing buildings shall be shown on profiles. S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 102500 TAL.doc Pagel of 4 • The following statement must be on the plans: "The items so noted on this plan have been verifed in the field as to location, elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" Monumentation ➢ Letter required by Land Surveyor certifying that all iron pins and monuments have been placed and are currently in good condition or all iron pins and monuments are required to be flagged in field for inspection by the Town. • Monuments 394,400,422,423,428,435 &436 are not backfilled around—backfill and verify proper location. • Monuments 441,443,416,417&419 brass caps have not been punched. • Monuments 481 &2004 not found. • I.P. on Hitchcock Way between lots 2&3 not found. • Monument 411 —there are two monuments placed approx.2' apart with punched brass caps.Explain why two monuments. If correct,new maps are to be filed and deeds corrected. If not remove incorrect monument. Pavement Avery Street ➢ Driveway apron 1023 Avery to be replaced. ➢ Edge of pavement placed to be backed up with topsoil. This has yet to be done. Area to the north of 1023 driveway has been silted in with street sand. Area to the south of driveway has yet to be done. Due to this item not being addressed on previous punch lists,200 linear feet of Avery St pavement is broken along edge of roadway,north of 1023 Avery on west side of road. This pavement edge is to be sawcut 1 ft back from crack and pavement is to be replaced(approx. 2' x 200'). Hitchcock Way • Settlement of pavement,puddle and pavement failure at the intersection of Hitchcock and Avery on the northwest side.Remove pavement lane on Hitchcock Way from Sta.—0+15 to O+1OR. Ensure no contamination of processed stone or gravel with subgrade material.Add additional processed stone, compact and repave. Ensure positive runoff to storm drainage. • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • 5'xl2' north of 48 Hitchcock drive—pavement cracking • 5'x30' between 45 &47 Hitchcock driveways—pavement cracking • 5'x32' east of 43 Hitchcock driveway—pavement cracking • 12'x12' Hitchcock Sta. 5+50L—pavement cracking Chapman Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Chapman Circle Sta. 0+13 to 0+40 pavement cracking Sedgewick Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Sedgewick Sta. 0+13 to 0+22R lane cracking S:\ENGINEER\Prof.-PU Wetland Applications\Avery Meadow\Avery Meadow PL5 102500 TAL.doc Page 2 of 4 • From north edge of 6 Sedgewick drive to 6' east of 10 Sedgewick drive(approx. 5'x200', %4"to 1"deep cracks). Storm Drainage ➢ All C.B. sumps need to be cleaned. ➢ C.B.s 1&2 remove debris from inside. • C.B. 6 top to be replaced-edge broken away due to pavement settlement. Detention Basin • As-Built shows that detention basin is not built to proper grades. ➢ TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 difference in elev. *Min. of l' free board required. • Gravel access drives not shown on plan. Ensure gravel access drives constructed. • Ensure proper grades at access drive and emergency overflow. • Show contours of open space or provide as-built of detention basin area at 1"=40' to evaluate how detention basin grading blends in with existing ground. • Grading of berm to southeast of detention basin is shown on as-built at slope of 1.13:1.This was to be a mowable surface.Regrade to 3:1 or flatter and establish turf. ➢ Outlet structure top grates not bolted down ➢ Mortar around outlet pipe&cut flush. ➢ Inlet plunge pool is to be rebuilt to proper grades and elevation-erosion under riprap has caused rip rap to drop 2ft. ➢ Silt Fence is to be removed. ➢ South and west of detention area dead and hanging trees to be removed—safety concern. Grading ➢ Headwall Hitchcock Sta. 2+00 35'R has erosion around—fill in and stabilize ➢ No drainage swale present to the north of lot 19 on lots 14,15,16& 18. ➢ Depression in gravel drive 1023 Avery to be scarified, filled and compacted. ➢ Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. • Lot 19 where brush was removed to be finish graded and turf established. Sidewalk ➢ 1 section sidewalk over 24"culvert across Avery to be replaced- sidewalk broken. ➢ 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) ➢ 1 section sidewalk 20' south of utility pole SNET#1454 on Avery St.to be replaced. ➢ 1 section sidewalk 15' east of C.B. 7 to be replaced—uneven surface-longitudinal hump in sidewalk 1". ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced Bituminous Concrete Lip Curbing Chapman ➢ 1511 B.C.L.C.total around island at 2 locations to be replaced ➢ 1 U. B.C.L.C. 6' north of C.B. 6A to be repaired ➢ 3 1.£B.C.L.C.20'north of C.B. 6A to be replaced Sedgewick S:\ENGINEER\Prof.-P&Z Weiland Applications\Avery Meadow\Avery Meadow PL5 102500 TAL.doc Page 3 of 4 ➢ Backfill curbing placed on lot 10 ➢ 3 11 B.C.L.C.between#8 & 10 to be removed ➢ 201.f.total B.C.L.C. around island in 6 locations to be repaired 211 B.C.L.C. #1 Sedgewick to be replaced Hitchcock ➢ 21.f.B.C.L.C. 15' southeast of C.B. 1 to be replaced ➢ 61.f.B.C.L.C. south of driveway lot 13 #47 to be replaced. Signage • Stop sign post at Avery St is loose,<2' in ground—reset. Utilities ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced ➢ Utility witness stake to be removed on lot 10 ➢ Grounding rod lot 10 to be removed or buried Landscaping ➢ Check with Planning Dept.to ensure that all plantings and landscaping meet requirements. Enc. tal S:\ENGINEER\Prof.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 102500 TAL.doc Page 4 of 4 MEMORANDUM TO: Jerry C. Iazzetta, Town Engineer FROM: Tracy A. LaPiene, Project Engineer DATE: May 4, 1998 RE: AVERY MEADOWS PUNCH LIST INSPECTION 10:30AM-1:15 PM 70' Sunny General Notes: ■ Monuments& Iron Pins not placed. ■ Shims to be removed and roadway inspected again prior to approval to pave to see if structures further damaged. ■ Note all sumps need to be cleaned. ■ 1023 Avery St sanitary lateral location if lateral off of Avery is to be required must be resolved before paving. ■ Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Avery Street ■ West side of Avery North of Hitchcock where sidewalk repaired the shoulder area to be restored,topsoil, loam& seed. ■ Int. Hitchcock— settlement around manhole—Pavement on west side all broken up ■ Avery Street N of Hitchcock—ruts between sidewalk&wetland area to be filled in loam & seed ■ 1023 Avery Driveway apron to be replaced. ■ 1010 Avery Street—lawn to be repaired ■ Project Sign to be removed. ■ Sanitary trench not satisfactory—must be replaced. Detention Basin ■ Outlet structure has four grates missing and outlet pipe not mortared or cut flush. ■ Detention Basin Outlet structure not built to proper grade TF outlet structure is equal to ground elev. at end of gravel access drive (ck'd w/hand level). Plan calls for have 1.32 diff in elev. * Min. of 1' free board required. ■ Check elevation of emergency spillway—No riprap used. ■ Detention Basin some dead plantings-no wetland plantings. ■ Silt Fence is to be removed. ■ S. and W. of detention area dead and hanging trees to be removed—safety concern. tl Avery Meadow Punch List Inspection Page 2. Hitchcock ■ CB 0+12 L&R, CB 1+88R, CB5,and CB 1 tops damaged to be repaired by bonding. ■ CB 6 bonded repair required-ensure northern pipe mortared around ■ End of sanitary lateral to 1023 Avery not marked with approved stake& plate ■ 2+50 R± sidewalk broken— section to be replaced ■ Between house#21 & 27 Hitchcock- exposed wiring in yard area next to transformer is to be removed. ■ Intersection Hitchcock& Chapman- ensure proper grading of final course of pavement. ■ Watergates SE of intersection to be replaced if found broken ■ #27 Hitchcock-lower water gate ■ BCLC from 27 Hitchcock to CB#4 to be replaced ■ Lot 17- shoulder area to be established. ■ E of Lot 17 fenced in parking to be done ■ BCLC from lot 14 to CB2 to be replaced in cul-de-sac. ■ Hitchcock 5+20 9'L—hole in pavement to be cut out and patched ■ Lot 17 water shutoff in middle of sidewalk— should be relocated. Sedgewick ■ Lot 10 curbing to be repaired Wooden 2 x 4 to be removed ■ Note entire BCLC has tire marks cut in ■ BCLC between Lot 4 & 5 to be repaired ■ Ensure no drainage problems on driveway apron lot 4 when placing top coarse bituminous pavement Chapman ■ Lot 22 by water shutoff settlement of BCLC & pavement to be repaired prior to top coarse ■ Lot 21 ensure no drainage problem of driveway apron when placing top coarse ■ BCLC between lots 19 & 20 to be replaced ■ between lot 19 & 20 CATV box broken—repair ■ Berm at rear of lot 14 was to have been removed. ■ Swale not present lot 14, 15, 16. ■ Lot 19 Brush in rear of lot in drainage swale to be removed. ■ No drainage Swale to N of lot 19 ■ Slopes to SW of endwall #2 not established ■ Grading in front of endwall#2 to be opened wider and slopes established ■ Tree planted in swale at Lot 20 must be removed ■ Lot 21 - flower garden planted in drainage swale must be removed. tal Memo To Jerry C. Iazzetta,Town Engineer From: Tracy A. LaPiene,Project Engineer Date: 04/04/00 Re:Avery Meadows 96-26P Bond reduction request to maintenance On 04/04/00 I made and inspection of the project and found that the following items remain to be addressed; As-Builts • As-Built drawings have not been submitted for review. Monumentation • Monuments have not been placed. • Letter required by Land Surveyor certifying that all iron pins have been placed and are currently in good condition or all iron pins are required to be flagged in field for inspection by the Town. Storm Drainage • All C.B. sumps need to be cleaned. • C.B.s 1&2 remove debris from inside. Sanitary • Lateral provided for 1023 Avery Street off Hitchcock Way is not acceptable. Coordinate with C. Fred Shaw with regard to the exact location lateral is to be placed. Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street and section of sewer main disturbed between manholes to be air tested and mandrel tested prior to approval. Avery Street • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified, filled and compacted. • Edge of pavement placed to be backed up with topsoil. • Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. Detention Basin • As-Built of Detention basin required to show proper grading. • Outlet structure top grates not bolted down • Mortar around outlet pipe&cut flush. • Detention Basin Outlet structure not built to proper grade • TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 dill in elev. * Min. of 1' free board required. • Check elevation of emergency spillway • Silt Fence is to be removed. • S.and W. of detention area dead and hanging trees to be removed—safety concern. • Check w/Zoning/Wetland enforcement officer to see if fallen trees within wetland buffer area are to be removed. • Inlet plunge pool is to be rebuilt to proper grades and elevation Grading • Check with Jeff Folger to ensure that all grading and drainage issues are resolved to his satisfaction. S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL 040400 TAL.doc Page 1 of 2 • Headwall Hitchcock Sta 2+00 35'R has erosion around—fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. • Swale not present lot 14, 15, 16. • Ensure positive surface runoff at rear of lot 13. Note:Homeowner states small claims case pending regarding said grading. • No drainage swale to N of lot 19 • Consult with Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Sidewalk • 1 section sidewalk over 24"culvert across Avery to be replaced(sidewalk depressed). • 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) • 1 section sidewalk 20' south of utility pole SNET#1454 to be replaced. • 1 section sidewalk 15' east of C.B. 7 to be replaced. Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman • 15 11 B.C.L.C.total around island at 2 locations to be replaced • 111 B.C.L.C. 6'north of C.B. 6A to be replaced • 3 l.f. B.C.L.C. 20'north of C.B. 6A to be replaced Sedgewick • Backfill curbing placed on lot 10 • 3 l.f. B.C.L.C.between# 8 & 10 to be removed • 2011 total B.C.L.C.around island in 6 locations to be repaired • 21.£ B.C.L.C. #1 Sedgewick to be replaced Hitchcock • 21.f. B.C.L.C. 15' southeast of C.B. 1 to be replaced 61.£ B.C.L.C. south of driveway lot 13 #47 to be replaced. • 61.£ B.C.L.C. 30'east of C.B. 4 to be replaced. Signage • Street sign at Avery&Hitchcock to have both street names on it. • Stop bars to be painted • Stop sign posts are not acceptable—replace to Town standards(galvanized posts required). Utilities • Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. • Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to-be removed or buried Landscaping • Check with Planning Dept.to ensure that all plantings and landscaping meet requirements. Miscellaneous • Parking area for recreational vehicles not completed-to have fabric, 6"proc. Stone, fencing and gates. tal S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL 040400 TAL.doc Page 2 of 2 Y Memo To Jerry C. Iazzetta,Town Engineer From: Tracy A. LaPiene, Project Engineer Date: 12/28/98 Re: Avery Meadows 96-26P Bond reduction request to maintenance On 12/23/981 made and inspection of the project and found that the following items remain to be addressed; As-Builts • As-Built drawings must be submitted and approved Monumentation • Monuments &Iron Pins not placed. Storm Drainage • All C.B. sumps need to be cleaned. • C.B.2 remove plywood and boards inside Avery Street • Sanitary sewer lateral is to be provided for 1023 Avery Street off of Avery Street. Lateral provided off Hitchcock Way is not acceptable. Coordinate with C. Fred Shaw with regard to the exact location lateral is to be placed. • Driveway apron 1023 Avery to be replaced. • Lawn to be restored to owner's satisfaction at 1010 Avery Street. • Depression in gravel drive 1023 Avery to be scarified,filled and compacted. • Edge of pavement placed to be backed up with topsoil. Detention Basin • As-Built of Detention basin required to show proper grading. • Outlet structure top grates not bolted down • Mortar around outlet pipe&cut flush. • Detention Basin Outlet structure not built to proper grade • TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 dill in elev. * Min. of 1' free board required. • Check elevation of emergency spillway • Silt Fence is to be removed. • S. and W. of detention area dead and hanging trees to be removed—safety concern. • Check w/Zoning/Wetland enforcement officer to see if fallen trees within wetland buffer area are to be removed. • Inlet plunge pool has erosion below it at endwall—to be repaired to proper grades and elevation Grading • Check with Jeff Folger to ensure that all grading and drainage issues are resolved to his satisfaction. • Headwall Hitchcock Sta 2+00 35'R has erosion around—fill in and stabilize • Lot 19 Brush in rear of lot in drainage swale to be removed. • Berm at rear of lot 14 was to have been removed. ■ M • Swale not present lot 14, 15, 16. • Ensure positive surface runoff at rear of lot 13. Note: Homeowner states small claims case pending regarding said grading. • No drainage swale to N of lot 19 • Consult with Jeff Folger will report on whether or not drainage concerns behind lots 12, 13 & 14 have been addressed and on wetland plantings. Sidewalk • 1 section sidewalk over 24"culvert across Avery to be replaced • 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) • Backfill sidewalk lot 22 Bituminous Concrete Lip Curbing Chapman • Backfill around new curbing placed on Chapman • 15 l.f B.C.L.C.total around island at 2 locations to be replaced • 111 B.C.L.C. 6'north of C.B. 6A to be replaced • 3 l.f. B.C.L.C. 20'north of C.B. 6A to be replaced Sedgewick • Backfill curbing placed on lot 10 • 3 1.£ B.C.L.C.between# 8 & 10 to be removed • 2011 total B.C.L.C. around island in 6 locations to be repaired • 21.f B.C.L.C. #1 Sedgewick to be replaced Signage • Street sign at Avery&Hitchcock to have both street names on it. • Stop bars to be painted • Stop sign posts are not acceptable—replace to Town standards. Utilities • Hitchcock lot 17 watergate in sidewalk to be moved and sidewalk replaced • Gas gate lot 15 in sidewalk to be moved and sidewalk replaced • Utility witness stake to be removed on lot 10 • Grounding rod lot 10 to be removed or buried • End of sanitary lateral to 1023 Avery off of Hitchcock to be marked with witness stake and rod to Town standards. Landscaping • Check with Planning Dept.to ensure that all plantings and landscaping meet requirements. Miscellaneous • Basketball hoop to be removed from right-of-way at 44 Hitchcock • Remove real estate signs in front of existing headwall on Avery St. • Parking area for recreational vehicles not completed-to have fabric&6"proc. Stone • Pavement between#8 & 10 Sedgewick approx. 3' x 18' section has deep cracks from roller when placed.This area to be monitored through freeze-thaw cycle and may require patching in spring. tal TownHa1Vvol2/Eng(Poj.P&Z/Avery Meadow/Avery Meadow pnchlst maint.doc Jerry lauetta-Avery Meadow 131-5 102500 TAL doc Page 2 verifed in the field as to location, elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" Monumentation ➢ Letter required by Land Surveyor certifying that all iron pins and monuments have been placed and are currently in good condition or all iron pins and monuments are required to be flagged in field for inspection by the Town. • Monuments 394,400,422,423,428,435&436 are not backfilled around—backfill and verify proper location. • Monuments 441,443,416,417&419 brass caps have not been punched. • Monuments 481 &2004 not found. • I.P.on Hitchcock Way between lots 2&3 not found. • Monument 411—there are two monuments placed approx.2'apart with punched brass caps.Explain why two monuments.If correct,new maps are to be filed and deeds corrected.If not remove incorrect monument. Pavement Avery Street ➢ Driveway apron 1023 Avery to be replaced. ➢ Edge of pavement placed to be backed up with topsoil. ❖ This has yet to be done.Area to the north of 1023 driveway has been silted in with street sand. Area to the south of driveway has yet to be done. �/f�� �'� ❖ Due to this item not being addressed on previous punch lists,200 linear feet of Avery St O I e pavement is broken along edge of roadway,north of 1023 Avery on west side of road.This pavement edge is to be sawcut 1 ft back from crack and pavement is to be replaced(approx.2'x 200'). Hitchcock Way • Settlement of pavement,puddle and pavement failure at the intersection of Hitchcock and Avery on the northwest side.Remove pavement lane on Hitchcock Way from Sta.—0+15 to 0+1 OR.Ensure no contamination of processed stone or gravel with subgrade material.Add additional processed stone, compact and repave.Ensure positive runoff to storm drainage. • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • 5'x12'north of 48 Hitchcock drive—pavement cracking V)\` • 5'x3O'between 45&47 Hitchcock driveways—pavement cracking �� • 5'x32'east of 43 Hitchcock driveway—pavement cracking • 12'xl2'Hitchcock Sta.5+50L—pavement cracking Chapman Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Chapman Circle Sta.0+13 to 0+40 pavement cracking Sedgewick Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. S:\ENGINEER\Prof.-PU Wetland Applications\Avery Meadow\Avery Meadow PL5 102500 TAL.doc Page 2 of 4 ;Jerry lazzetta-Avery Meadow PL5 102500 TAL doc Page.3 i Sedgewick Sta.0+13 to 0+22R lane cracking }� '� • From north edge of 6 Sedgewick drive to 6'east of 10 Sedgewick drive(approx.5'x200',1/4"to I"deep cracks). Storm Drainage ➢ All C.B.sumps need to be cleaned. ➢ C.B.s 1&2 remove debris from inside. • C.B.6 top to be replaced-edge broken away due to pavement settlement. Detention Basin k< • As-Built shows that detention basin i not built to proper grades. ➢ TF outlet structure is equal to grou elev.at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 difference in elev. * in.of 1'free board required. • Gravel access drives not shown on plan.Ensure gravel access drives constructed. • Ensure proper grades at access drive and emergency overflow. • Show contours of open space or provide as-built of detention basin area at 1"=40'to evaluate how detention basin grading blends in with existing ground. • Grading of berm to southeast of detention basin is shown on as-built at slope of 1.13:1.This was to be a mowable surface.Regrade to 3:1 or flatter and establish turf. ➢ Outlet structure top grates not bolted down ➢ Mortar around outlet pipe&cut flush. ➢ Inlet plunge pool is to be rebuilt to proper grades and elevation-erosion under riprap has caused rip rap to drop 2ft. ➢ Silt Fence is to be removed. ➢ South and west of detention area dead and hanging trees to be removed—safety concern. Grading ➢ Headwall Hitchcock Sta.2+00 35'R has erosion around—fill in and stabilize ➢ No drainage swale present to the north of lot 19 on lots 14,15,16& 18. ➢ Depression in gravel drive 1023 Avery to be scarified,filled and compacted. ➢. Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. • Lot 19 where brush was removed to be finish graded and turf established. Sidewalk ➢ 1 section sidewalk over 24"culvert across Avery to be replaced-sidewalk broken. ➢ 1 section sidewalk 15'north of C.B.in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) 1 section sidewalk 20'south of utility pole SNET#1454 on Avery St.to be replaced. 1 section sidewalk 15'east of C.B.7 to be replaced—uneven surface-longitudinal hump in sidewalk I". ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced Bituminous Concrete Lip Curbing Chapman ➢ 151.f.B.C.L.C.total around island at 2 locations to be replaced R/ ➢ 111 B.C.L.C.6'north of C.B.6A to be repaired ➢ 311 B.C.L.C.20'north of C.B.6A to be replaced S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 102500 TAL.doc Page 3 of 4 Jerry lazzetta-,Aye-,AyeDf Meadow PL5 102500 TAL doc Pa e 4 Sedgewick ➢ Backfill curbing placed on lot 10 ➢ 3 l.f.B.C.L.C.between#8& 10 to be removed M� ➢ 201.f.total B.C.L.C.around island in 6 locations to be repaired ➢ 211 B.C.L.C.#1 Sedgewick to be replaced Hitchcock ➢ 211 B.C.L.C. 15' southeast of C.B. 1 to be replaced ➢ 61.f.B.C.L.C.south of driveway lot 13#47 to be replaced. Signage • Stop sign post at Avery St is loose,<2'in ground—reset. Utilities ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced ➢ Utility witness stake to be removed on lot 10 ➢ Grounding rod lot 10 to be removed or buried Land capi ➢ C ck wrth Planning Dept to ensure-that all plantings and land;'caping eet revire6ien'6. Enc. tal S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 102500 TAL.doc Page 4 of 4 Memo To Jerry C. Iazzetta,Town Engineer From: Tracy A. LaPiene,Project Engineer Date: 11/07/00 Re: Avery Meadows 96-26P Bond reduction request to maintenance Due to the magnitude and character of the outstanding items, it is my firm assessment that the Town require that these items be addressed prior to the Town reducing this subdivision bond to the maintenance level and/or the Town acceptance of Hitchcock Way. On 10/19/00& 10/20/001 made and inspection of the project and found at that time that the following items remain to be addressed; ➢ Note: items with this bullet have been on multiple previous punchlists and have yet to be addressed. Previous punchlists are attached for review and comparison. Easements • Storm drainage easement to the Town of South Windsor on lot 10 remains to be filed. • Storm drainage easement to the Avery Meadow Homeowners Assoc. on lot 4 remains to be filed. • Swale easement to the Avery Meadow Homeowners Assoc. on lots 20&21 remains to be filed. • Sanitary sewer easement to N/F Josephine V.Maizon remains to be filed. (Please note Mrs.Maizon passed away this month—easement to reflect current owner) • Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. As-Builts • As-Built drawings submitted on 10/10/00 are incomplete. The following information is missing per JCI memo to Mannarino Builders 10/20/00: • House locations • Sanitary laterals(and inverts) • Footing drain outlet pipes(and inverts) • Monuments and coordinates • Iron pins and indication that they have been set • Road dimensions • Some elevations on profile • Open space monumentation • Profile and plan for sanitary sewer extension on Avery St • Driveways Additionally the following items need to be placed on plan: • Distance and bearings of street lines,horizontal curve data. • Easements with distances and bearings,noting grantees and purpose. • Show graded areas within Town rights of way and easements,with finish contours and spot grades in sufficient detail to show that grading is in conformance with approved plan. • Improvements within Town right-of-way which are not included on individual site plan as-builts. • All underground utility mains(i.e. gas,water, electric) • Finished first floor elevations for existing buildings shall be shown on profiles. \\TOWN_HALL\V0L2\ENGINEER\Prof.-P&Z Wedand Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Pagel of 4 f • The following statement must be on the plans: "The items so noted on this plan have been verifed in the field as to location,elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" Monumentation ➢ Letter required by Land Surveyor certifying that all iron pins and monuments have been placed and are currently in good condition or all iron pins and monuments are required to be flagged in field for inspection by the Town. • Monuments 394,400,422,423,428,435 &436 are not backfilled around—backfill and verify proper location. • Monuments 441,443,416,417&419 brass caps have not been punched. • Monuments 481 &2004 not found. • I.P. on Hitchcock Way between lots 2& 3 not found. • Monument 411 —there are two monuments placed approx. 2' apart with punched brass caps. Explain why two monuments. If correct,new maps are to be filed and deeds corrected. If not remove incorrect monument. Pavement Avery Street ➢ Driveway apron 1023 Avery to be replaced. ➢ Edge of pavement placed to be backed up with topsoil. ❖ This has yet to be done. Area to the north of 1023 driveway has been silted in with street sand. Area to the south of driveway has yet to be done. ❖ Due to this item not being addressed on previous punch lists,200 linear feet of Avery St pavement is broken along edge of roadway,north of 1023 Avery on west side of road. This pavement edge is to be sawcut 1 ft back from crack and pavement is to be replaced(approx. 2' x 200'). Hitchcock Way • Settlement of pavement,puddle and pavement failure at the intersection of Hitchcock and Avery on the northwest side. Remove pavement lane on Hitchcock Way from Sta.—0+15 to O+1OR. Ensure no contamination of processed stone or gravel with subgrade material. Add additional processed stone, compact and repave. Ensure positive runoff to storm drainage. • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • 5'xl2' north of 48 Hitchcock drive—pavement cracking • 5'x30' between 45 &47 Hitchcock driveways—pavement cracking • 5'x32' east of 43 Hitchcock driveway—pavement cracking • 12'xl2' Hitchcock Sta. 5+50L—pavement cracking Chapman Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Chapman Circle Sta. 0+13 to 0+40 pavement cracking Sedgewick Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Sedgewick Sta. 0+13 to 0+22R lane cracking \\TOWN_HALL\V0L2\ENGINEER\Prof.-PU Wetland Appllcatlons\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 2 of 4 • From north edge of 6 Sedgewick drive to 6' east of 10 Sedgewick drive(approx. 5'x100', I/"to 1"deep cracks). Storm Drainage ➢ All C.B. sumps need to be cleaned. ➢ C.B.s 1&2 remove debris from inside. • C.B. 6 top to be replaced-edge broken away due to pavement settlement. Detention Basin • As-Built shows that detention basin is not built to proper grades. ➢ TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 difference in elev. *Min. of 1' free board required. • Gravel access drives not shown on plan. Ensure gravel access drives constructed. • Ensure proper grades at access drive and emergency overflow. • Show contours of open space or provide as-built of detention basin area at 1"=40' to evaluate how detention basin grading blends in with existing ground. • Grading of berm to southeast of detention basin is shown on as-built at slope of 1.13:1. This was to be a mowable surface.Regrade to 3:1 or flatter and establish turf. ➢ Outlet structure top grates not bolted down ➢ Mortar around outlet pipe&cut flush. ➢ Inlet plunge pool is to be rebuilt to proper grades and elevation-erosion under riprap has caused rip rap to drop 21 ➢ Silt Fence is to be removed. ➢ South and west of detention area dead and hanging trees to be removed—safety concern. Grading ➢ Headwall Hitchcock Sta. 2+00 35'R has erosion around—fill in and stabilize ➢ No drainage swale present to the north of lot 19 on lots 14,15,16& 18. ➢ Depression in gravel drive 1023 Avery to be scarified, filled and compacted. ➢ Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. • Lot 19 where brush was removed to be finish graded and turf established. Sidewalk ➢ 1 section sidewalk over 24"culvert across Avery to be replaced- sidewalk broken. ➢ 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) ➢ 1 section sidewalk 20' south of utility pole SNET#1454 on Avery St.to be replaced. ➢ 1 section sidewalk 15' east of C.B. 7 to be replaced—uneven surface-longitudinal hump in sidewalk 195. ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced Bituminous Concrete Lip Curbing(BCLC) Chapman ➢ 15 l.f. B.C.L.C.total around island at 2 locations to be replaced ➢ 1 11. B.C.L.C. 6' north of C.B. 6A to be repaired ➢ 3 l.f. B.C.L.C. 20' north of C.B. 6A to be replaced Sedgewick \\TOWN_HALL\V0L2\ENGINEER\Prof.-P&Z Wedand Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 3 of 4 v ➢ Backfill curbing placed on lot 10 ➢ 3 l.f. B.C.L.C.between#8 & 10 to be removed ➢ 201.f. total B.C.L.C. around island in 6 locations to be repaired ➢ 2 l.f. B.C.L.C. #1 Sedgewick to be replaced Hitchcock ➢ 2 l.f. B.C.L.C. 15' southeast of C.B. 1 to be replaced ➢ 61.f. B.C.L.C. south of driveway lot 13 #47 to be replaced. Signage • Stop sign post at Avery St is loose,<2' in ground—reset. Utilities ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced ➢ Utility witness stake to be removed on lot 10 ➢ Grounding rod lot 10 to be removed or buried Landscaping ➢ Check with Planning Dept.to ensure that all plantings and landscaping meet requirements. Enc. tal \\TOWN_HALL\VOL2\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 4 of 4 Memo To Jerry C. Iazzetta,Town Engineer From: Tracy A. LaPiene,Project Engineer Date: 11/07/00 Re: Avery Meadows 96-26P Bond reduction request to maintenance Due to the magnitude and character of the outstanding items, it is my firm assessment that the Town require that these items be addressed prior to the Town reducing this subdivision bond to the maintenance level and/or the Town acceptance of Hitchcock Way. On 10/19/00& 10/20/00 I made and inspection of the project and found at that time that the following items remain to be addressed; ➢ Note: items with this bullet have been on multiple previous punchlists and have yet to be addressed. Previous punchlists are attached for review and comparison. Easements • Storm drainage easement to the Town of South Windsor on lot 10 remains to be filed. • Storm drainage easement to the Avery Meadow Homeowners Assoc. on lot 4 remains to be filed. • Swale easement to the Avery Meadow Homeowners Assoc. on lots 20&21 remains to be filed. • Sanitary sewer easement to N/F Josephine V. Maizon remains to be filed. (Please note Mrs.Maizon passed away this month—easement to reflect current owner) • Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. As-Builts • As-Built drawings submitted on 10/10/00 are incomplete. The following information is missing per JCI memo to Mannarino Builders 10/20/00: • House locations • Sanitary laterals(and inverts) • Footing drain outlet pipes(and inverts) • Monuments and coordinates • Iron pins and indication that they have been set • Road dimensions • Some elevations on profile • Open space monumentation • Profile and plan for sanitary sewer extension on Avery St • Driveways Additionally the following items need to be placed on plan: • Distance and bearings of street lines,horizontal curve data. • Easements with distances and bearings,noting grantees and purpose. • Show graded areas within Town rights of way and easements,with finish contours and spot grades in sufficient detail to show that grading is in conformance with approved plan. • Improvements within Town right-of-way which are not included on individual site plan as-builts. • All underground utility mains(i.e. gas,water, electric) • Finished first floor elevations for existing buildings shall be shown on profiles. \\T0WN_HALL\V0L2\ENGINEER\Proj.-P8Z Wetland ApplicationsWvery Meadow\Avery Meadow PL5 110700 TAL.doc Pagel of 4 ` • The following statement must be on the plans: "The items so noted on this plan have been verifed in the field as to location,elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" Monumentation ➢ Letter required by Land Surveyor certifying that all iron pins and monuments have been placed and are currently in good condition or all iron pins and monuments are required to be flagged in field for inspection by the Town. • Monuments 394,400,422,423,428,435 &436 are not backfilled around—backfill and verify proper location. • Monuments 441,443,416,417&419 brass caps have not been punched. • Monuments 481 &2004 not found. • I.P. on Hitchcock Way between lots 2&3 not found. • Monument 411 —there are two monuments placed approx. 2' apart with punched brass caps.Explain why two monuments. If correct,new maps are to be filed and deeds corrected. If not remove incorrect monument. Pavement Avery Street ➢ Driveway apron 1023 Avery to be replaced. ➢ Edge of pavement placed to be backed up with topsoil. ❖ This has yet to be done. Area to the north of 1023 driveway has been silted in with street sand. Area to the south of driveway has yet to be done. .. Due to this item not being addressed on previous punch lists,2001inear feet of Avery St pavement is broken along edge of roadway,north of 1023 Avery on west side of road. This pavement edge is to be sawcut 1 ft back from crack and pavement is to be replaced(approx. 2' x 200'). Hitchcock Way • Settlement of pavement,puddle and pavement failure at the intersection of Hitchcock and Avery on the northwest side.Remove pavement lane on Hitchcock Way from Sta.—0+15 to 0+1OR. Ensure no contamination of processed stone or gravel with subgrade material. Add additional processed stone, compact and repave. Ensure positive runoff to storm drainage. • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • 5'x 12' north of 48 Hitchcock drive—pavement cracking • 5'x3O' between 45 &47 Hitchcock driveways—pavement cracking • 5'x32' east of 43 Hitchcock driveway—pavement cracking • 12'x 12' Hitchcock Sta. 5+50L—pavement cracking Chapman Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Chapman Circle Sta. 0+13 to 0+40 pavement cracking Sedgewick Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Sedgewick Sta. 0+13 to 0+22R lane cracking \\T0WN_HALL\V0L2\ENGINEER\Proj.-PU Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 2 of 4 • From north edge of 6 Sedgewick drive to 6' east of 10 Sedgewick drive(approx. 5'x 100', '/"to 1"deep cracks). Storm Drainage ➢ All C.B. sumps need to be cleaned. ➢ C.B.s 1&2 remove debris from inside. • C.B. 6 top to be replaced- edge broken away due to pavement settlement. Detention Basin • As-Built shows that detention basin is not built to proper grades. ➢ TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 difference in elev. *Min. of l' free board required. • Gravel access drives not shown on plan. Ensure gravel access drives constructed. • Ensure raaes at access drive and emergency overflow. proper g g Y • Show contours of open space or provide as-built of detention basin area at 1"=40' to evaluate how detention basin grading blends in with existing ground. • Grading of berm to southeast of detention basin is shown on as-built at slope of 1.13:1. This was to be a mowable surface. Regrade to 3:1 or flatter and establish turf. ➢ Outlet structure top grates not bolted down ➢ Mortar around outlet pipe&cut flush. ➢ Inlet plunge pool is to be rebuilt to proper grades and elevation-erosion under riprap has caused rip rap to drop 21 ➢ Silt Fence is to be removed. ➢ South and west of detention area dead and hanging trees to be removed—safety concern. Grading ➢ Headwall Hitchcock Sta. 2+00 35'R has erosion around—fill in and stabilize ➢ No drainage swale present to the north of lot 19 on lots 14,15,16& 18. ➢ Depression in gravel drive 1023 Avery to be scarified, filled and compacted. ➢ Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. • Lot 19 where brush was removed to be finish graded and turf established. Sidewalk ➢ 1 section sidewalk over 24"culvert across Avery to be replaced- sidewalk broken. ➢ 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) ➢ 1 section sidewalk 20' south of utility pole SNET#1454 on Avery St.to be replaced. ➢ 1 section sidewalk 15' east of C.B. 7 to be replaced—uneven surface- longitudinal hump in sidewalk 115. ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced Bituminous Concrete Lip Curbing(BCLC) Chapman ➢ 15 l.f. B.C.L.C. total around island at 2 locations to be replaced ➢ 1 l.f. B.C.L.C. 6' north of C.B. 6A to be repaired ➢ 3 l.f. B.C.L.C. 20' north of C.B. 6A to be replaced Sedgewick \\TOWN_HALL\V0L2\ENGINEER\Prof.-P&Z Wedand Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 3 of 4 ' ➢ Backfill curbing placed on lot 10 ➢ 3 l.f. B.C.L.C. between#8 & 10 to be removed ➢ 201.f. total B.C.L.C. around island in 6 locations to be repaired ➢ 21.f. B.C.L.C. #1 Sedgewick to be replaced Hitchcock ➢ 21.f. B.C.L.C. 15' southeast of C.B. 1 to be replaced ➢ 61.f. B.C.L.C. south of driveway lot 13 #47 to be replaced. Signage • Stop sign post at Avery St is loose,<2' in ground—reset. Utilities ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced ➢ Utility witness stake to be removed on lot 10 ➢ Grounding rod lot 10 to be removed or buried Landscaping ➢ Check with Planning Dept. to ensure that all plantings and landscaping meet requirements. Enc. tal \\TOWN_HALL\VOL2\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 4 of 4 7 Memo To Jerry C. Iazzetta,Town Engineer From: Tracy A. LaPiene,Project Engineer Date: 11/07/00 Re: Avery Meadows 96-26P Bond reduction request to maintenance Due to the magnitude and character of the outstanding items, it is my firm assessment that the Town require that these items be addressed prior to the Town reducing this subdivision bond to the maintenance level and/or the Town acceptance of Hitchcock Way. On 10/19/00& 10/20/00 I made and inspection of the project and found at that time that the following items remain to be addressed; ➢ Note: items with this bullet have been on multiple previous punchlists and have yet to be addressed. Previous punchlists are attached for review and comparison. Easements • Storm drainage easement to the Town of South Windsor on lot 10 remains to be filed. • Storm drainage easement to the Avery Meadow Homeowners Assoc. on lot 4 remains to be filed. • Swale easement to the Avery Meadow Homeowners Assoc. on lots 20&21 remains to be filed. • Sanitary sewer easement to N/F Josephine V.Maizon remains to be filed. (Please note Mrs. Maizon passed away this month—easement to reflect current owner) • Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. As-Builts • As-Built drawings submitted on 10/10/00 are incomplete. The following information is missing per JCI memo to Mannarino Builders 10/20/00: • House locations • Sanitary laterals(and inverts) • Footing drain outlet pipes(and inverts) • Monuments and coordinates • Iron pins and indication that they have been set • Road dimensions • Some elevations on profile • Open space monumentation • Profile and plan for sanitary sewer extension on Avery St • Driveways Additionally the following items need to be placed on plan: • Distance and bearings of street lines,horizontal curve data. • Easements with distances and bearings,noting grantees and purpose. • Show graded areas within Town rights of way and easements,with finish contours and spot grades in sufficient detail to show that grading is in conformance with approved plan. • Improvements within Town right-of-way which are not included on individual site plan as-builts. • All underground utility mains(i.e. gas,water, electric) • Finished first floor elevations for existing buildings shall be shown on profiles. \\TOWN_HALL\VOLZ\ENGINEER\Prof.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Pagel of 4 v • The following statement must be on the plans: "The items so noted on this plan have been verifed in the field as to location, elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" Monumentation ➢ Letter required by Land Surveyor certifying that all iron pins and monuments have been placed and are currently in good condition or all iron pins and monuments are required to be flagged in field for inspection by the Town. • Monuments 394,400,422,423,428,435 &436 are not backfilled around—backfill and verify proper location. • Monuments 441,443,416,417&419 brass caps have not been punched. • Monuments 481 &2004 not found. • I.P. on Hitchcock Way between lots 2& 3 not found. • Monument 411 —there are two monuments placed approx. 2' apart with punched brass caps. Explain why two monuments.If correct,new maps are to be filed and deeds corrected. If not remove incorrect monument. Pavement Avery Street ➢ Driveway apron 1023 Avery to be replaced. ➢ Edge of pavement placed to be backed up with topsoil. ❖ This has yet to be done. Area to the north of 1023 driveway has been silted in with street sand. Area to the south of driveway has yet to be done. ❖ Due to this item not being addressed on previous punch lists,200 linear feet of Avery St pavement is broken along edge of roadway,north of 1023 Avery on west side of road. This pavement edge is to be sawcut 1 ft back from crack and pavement is to be replaced(approx. 2' x 200'). Hitchcock Way • Settlement of pavement,puddle and pavement failure at the intersection of Hitchcock and Avery on the northwest side. Remove pavement lane on Hitchcock Way from Sta.—0+15 to 0+1 OR. Ensure no contamination of processed stone or gravel with subgrade material. Add additional processed stone, compact and repave. Ensure positive runoff to storm drainage. • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • 5'xl2' north of 48 Hitchcock drive—pavement cracking • 5'x3O' between 45 &47 Hitchcock driveways—pavement cracking • 5'x32' east of 43 Hitchcock driveway—pavement cracking • 12'x12'Hitchcock Sta. 5+50L—pavement cracking Chapman Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Chapman Circle Sta. 0+13 to 0+40 pavement cracking Sedgewick Circle • Developer to propose to Engineering Department pavement replacement or remediation proposal for the following areas. • Sedgewick Sta. 0+13 to 0+22R lane cracking \\T0WN_HALL\V0L2\ENGINEER\Proj.-PU Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 2 of 4 r • From north edge of 6 Sedgewick drive to 6' east of 10 Sedgewick drive(approx. 5'x100', 1/"to 1"deep cracks). Storm Drainage ➢ All C.B. sumps need to be cleaned. ➢ C.B.s 1&2 remove debris from inside. • C.B. 6 top to be replaced- edge broken away due to pavement settlement. Detention Basin • . As-Built shows that detention basin is not built to proper grades. ➢ TF outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 difference in elev. *Min. of l' free board required. • Gravel access drives not shown on plan. Ensure gravel access drives constructed. • Ensure proper grades at access drive and emergency overflow. • Show contours of open space or provide as-built of detention basin area at 1"=40' to evaluate how detention basin grading blends in with existing ground. • Grading of berm to southeast of detention basin is shown on as-built at slope of 1.13:1. This was to be a mowable surface.Regrade to 3:1 or flatter and establish turf. ➢ Outlet structure top grates not bolted down ➢ Mortar around outlet pipe&cut flush. ➢ Inlet plunge pool is to be rebuilt to proper grades and elevation-erosion under riprap has caused rip rap to drop 2ft. ➢ Silt Fence is to be removed. ➢ South and west of detention area dead and hanging trees to be removed—safety concern. Grading ➢ Headwall Hitchcock Sta. 2+00 35'R has erosion around—fill in and stabilize ➢ No drainage swale present to the north of lot 19 on lots 14,15,16& 18. ➢ Depression in gravel drive 1023 Avery to be scarified, filled and compacted. ➢ Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. • Lot 19 where brush was removed to be finish graded and turf established. Sidewalk ➢ 1 section sidewalk over 24"culvert across Avery to be replaced- sidewalk broken. ➢ 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) ➢ 1 section sidewalk 20' south of utility pole SNET#1454 on Avery St.to be replaced. ➢ 1 section sidewalk 15' east of C.B. 7 to be replaced—uneven surface-longitudinal hump in sidewalk 1". ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced Bituminous Concrete Lip Curbing(BCLC) Chapman ➢ 15 l.f. B.C.L.C. total around island at 2 locations to be replaced ➢ 1 l.f.B.C.L.C. 6' north of C.B. 6A to be repaired ➢ 31.f.B.C.L.C.20'north of C.B. 6A to be replaced Sedgewick \\TOWN_HALL\VOL2\ENGINEER\Prof.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 3 of 4 r ➢ Backfill curbing placed on lot 10 ➢ 3 11 B.C.L.C.between#8 & 10 to be removed ➢ 201.f. total B.C.L.C. around island in 6 locations to be repaired ➢ 21.f. B.C.L.C. #1 Sedgewick to be replaced Hitchcock ➢ 21.f.B.C.L.C. 15' southeast of C.B. 1 to be replaced ➢ 61.f. B.C.L.C. south of driveway lot 13 #47 to be replaced. Signage • Stop sign post at Avery St is loose,<2' in ground—reset. Utilities ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced ➢ Utility witness stake to be removed on lot 10 ➢ Grounding rod lot 10 to be removed or buried Landscaping ➢ Check with Planning Dept. to ensure that all plantings and landscaping meet requirements. Enc. tal \\TOWN_HALL\VOL2\ENGINEER\Prof.-P&Z Wetland Applicatlons\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 4 of 4 �t"wN e � u 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•cO AREA CODE 860 /644-2511 November 8, 2000 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 RE: AVERY MEADOW AND CUTLER RIDGE I Dear Mr. Mannarino: In response to your request to reduce the bond to maintenance level at Avery Meadows and Cutler Ridge I Subdivision, an inspection of these was made and a punch list generated. Attached is a copy of the punch lists for these projects. Once these items have been satisfactorily addressed, the bonds can be reduced. Very truly yours tI - 64 n etta, P.E. eer JCl/jsv Enclosures cc: Marcia A. Banach, Director of Planning Tracy A. LaPiene, Project Engineer File R Intra-Office Memorandum To: Jerry C. lazzetta, Town Engineer From: Tracy A. LaPiene, Project Engineer Date: 11/09/00 Re: Avery Meadow 96-26P Bond reduction request to maintenance level Additional comments Per a discussion with Sgt. Tom Field of Traffic Control, the following is an additional punchlist item: 1. "Stop" signs and stop bars are to be placed on Chapman Circle and on Sedgewick Circle at the intersection with Hitchcock Way. \\TOWN_HALL\VOL2\ENGINEER\Proj.-P&Z Wetland Applicationa\Avery Meadow\Aver Meadow PL5addtl TL 110900.doc \ Page 1 of 1 Memo To Jerry C. Iazzetta,Town Engineer RL'�' ors!�' �''"� •�G�� /Il,f From: Tracy A. LaPiene,Project Engineer Date: Hi(04�99�,. Re: Avery Meadows 96-26P Bond reduction request to maintenance Due he magnitude and character of the outstanding items, it is my firm assessment that the Town req that these items be addressed prior to the Town reducing this subdivision bond to the .nte nce level and/or the Town acceptance of Hitchcock Way. On 10/19/00& 10/20/00 I made and inspection of the project and found at that time that the following items remain to be addressed; ➢ e: items with this bullet have been on multiple previous punchlists and have yet to be addressed r ious punchlists are attached for review and comparison. Easements • Storm drainage easement to the Town of South Windsor on lot 10 remains to be filed. • Storm drainage easement to the Avery Meadow Homeowners Assoc. on lot 4 remains to be filed. • Swale easement to the Avery Meadow Homeowners Assoc. on lots 20 &21 remains to be filed. • Sanitary sewer easement to N/F Josephine V. Maizon remains to be filed. (Please note Mrs. Maizon passed away this month—easement to reflect current owner) • Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. As-Builts • As-Built drawings submitted on 10/10/00 are incomplete. The following information is missing per JCI memo to Mannarino Builders 10/20/00: • House locations • Sanitary laterals (and inverts) • Footing drain outlet pipes (and inverts) • Monuments and coordinates • Iron pins and indication that they have been set • Road dimensions • Some elevations on profile • Open space monumentation • Profile and plan for sanitary sewer extension on Avery St • Driveways Additionally the following items need to be placed on plan: • Distance and bearings of street lines,horizontal curve data. • Easements with distances and bearings, noting grantees and purpose. • Show graded areas within Town rights of way and easements,with finish contours and spot grades in sufficient detail to show that grading is in conformance with approved plan. • Improvements within Town right-of-way which are not included on individual site plan as-builts. • All underground utility mains (i.e. gas,water, electric) • Finished first floor elevations for existing buildings shall be shown on profiles. S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 1 of 4 • The following statement must be on the plans: "The items so noted on this plan have been verifed in the field as to location, elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" Monumentation ➢ Letter required by Land Surveyor certifying that all iron pins and monuments have been placed and are currently in good condition or all iron pins and monuments are required to be flagged in field for inspection by the Town. • Monuments 394,400,422,423,428,435 &436 are not backfilled around—backfill and verify proper location. • Monuments 441,443,416,417&419 brass caps have not been punched. • Monuments 481 &2004 not found. • I.P. on Hitchcock Way between lots 2 &3 not found. • Monument 411 —there are two monuments placed approx. 2' apart with punched brass caps. Explain why two monuments. If correct,new maps are to be filed and deeds corrected. If not remove incorrect monument. Pavement Avery Street Driveway apron 1023 Avery to be replaced. ➢ Edge of pavement placed to be backed up with topsoil. f ❖ This has yet to be don Of •"-+ C Area to the south of AlWay has yet to be done. ,4 in not being addressed on previous punch lists, 200 linear feet of Avery St vement is broken along edge of roadway,north of 1023 Avery on west side of road. This vement edge is to be sawcut 1 ft back from crack and pavement is to be replaced(approx. 2' x Hitchcock Way • Settlement of pavement, puddle and pavement failure at the intersection of Hitchcock and Avery on the northwest side. Remove pavement lane on Hitchcock Way from Sta. —0+15 to 0+10R. Ensure no contamination of processed stone or gravel with subgrade material. Add additional processed stone, compact and repave. Ensure positive runoff to storm drainage. • Developer to propose to' :.,00ri„lg nA„aA„ GR4 024,6,,,o144 real.,.eMOM 0 o„,P,a allQatfepeml for the following areas. Sr+/�/ems.•'`I�'�'► 't fq�'O�e+e'✓<'' • 5'xl2' north of 48 Hitchcock drive—pavement cracking • 5'x30' between 45 &47 Hitchcock driveways—pavement cracking • 5'x32' east of 43 Hitchcock driveway—pavement cracking • 12'x12' Hitchcock Sta. 5+50L—pavement cracking Chapman Circle • Develo e` ese to Engineering Department pav ment replacement or remediation proposal for t owing areas. t,,..r/t>•• "4 • Chapman Circle Sta. 0+13 to 0+40 pavement cracking Sedgewick Circle • Developer t ose to Engineering Department pavement replacement or remediation proposal for the fo ing areas. ."�� .��►-► • Sedgewick Sta. 0+13 to 0+22R lane cracking S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 2 of 4 • From north edge of 6 Sedgewick drive to 6' east of 10 Sedgewick drive(approx. 5'x100', %4"to 1"deep cracks). Storm Drainage ➢ All C.B. sumps need to be cleaned. ➢ C.B.s 1&2 remove debris from inside. • C.B. 6 top to be replaced-edge broken away due to pavement settlement. Detention Basin • As-Built shows that detention basin is not built to proper grades. ➢ TF outlet structure is equal to ground elev. at end of gravel access drive (ck'd w/hand level). Plan calls for have 1.32 difference in elev. * Min. of 1' free board required. • Gravel access drives not shown on plan. Ensure gravel access drives constructed. • Ensure proper grades at access drive and emergency overflow. • Show contours of open space or provide as-built of detention basin area at 1"=40' to evaluate how detention basin grading blends in with existing ground. Jet S( • Grading of berm to southeast of detention basin is shown on as-built at slope of 1.13:1. This was to be Pe / � a mowable surface. Regrade to 3:1 or flatter and establish turf. ➢ Outlet structure top grates not bolted down ➢ Mortar around outlet pipe&cut flush. ➢ Inlet plunge pool is to be rebuilt to proper grades and elevation-erosion under riprap has caused rip rap to drop 2ft. Silt Fence is to be removed. ➢ South and west of detention area dead and hanging trees to be removed—safety concern. Grading Headwall Hitchcock Sta. 2+00 35'R has erosion around—fill in and stabilize No drainage swale present to the north of lot 19 on lots 14,15,16& 18. ➢ Depression in gravel drive 1023 Avery to be scarified,filled and compacted. ➢ Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. • Lot 19 where brush was removed to be finish graded and turf established. Sidewalk ➢ 1 section sidewalk over 24"culvert across Avery to be replaced-sidewalk broken. ➢ 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) ➢ 1 section sidewalk 20' south of utility pole SNET#1454 on Avery St.to be replaced. ➢ 1 section sidewalk 15' east of C.B. 7 to be replaced—uneven surface-longitudinal hump in sidewalk 1" ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. ➢ Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced me+ Chapman ➢ 151.f. B.C. otal around island at 2 locations to be replaced ➢ l l.f. C. 6' north of C.B. 6A to be repaired ➢ B.C.L.C. 20'north of C.B. 6A to be replaced Sedgewick S:\ENGINEER\Prof.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 3 of 4 ➢ Backfill curbing pl on lot 10 ➢ 3 l.f. B.C.L.C. b een# 8 & 10 to be removed ➢ 201.f total .L.C. around island in 6 locations to be repaired ➢ 2 Lf. B.0 .C. #1 Sedgewick to be replaced Hitchc ➢ f B.C.L.C. 15' southeast of C.B. 1 to be replaced ➢ 6 Lf. B.C.L.C. south of driveway lot 13 #47 to be replaced. Signage • Stop sign post at Avery St is loose, <2' in ground—reset. • �� ' ,r�wJLs�/' �..t.•S pr.,...j�.«f ..rG .4 �� ��sce✓ •r Uti rtie ��► r....s•. �r. 0 .4 Sa��r✓/'s� �srr f 1 ���' ��' is�c o'#r' �/� /1✓iiEt a rk �•►r / ➢ Hitchcock lot 7 Watergate m sidewalk to be moved out of sidewalk and sidewalk replaced. 1_➢_ Hitchcock lot 15 gas gate in,sidewalk to be moved out of sidewalk and sidewalk replaced ➢ Utility witness stake to be removed on lot 10 Grounding rod lot 10 to be removed or buried '-- C�th Planning Dept.to ensure that all plantings and landscaping meet requirements. Enc. tal 5:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\Avery Meadow PL5 110700 TAL.doc Page 4 of 4 4 Intra-Office Memorandum To Jerry C. lazzetta, Town Engineer From: Tracy A. LaPiene, Project Engineer Date: 11/14/00 r` Re:Avery Meadows 96-26P Bond reduction request to maintenance Based upon the results of our staff meeting on 10/13/00 between you, Mel Stead and myself and the inspection of the project I made on 10/19/00& 10/20/00 the following items remain to be addressed; Easements • Storm drainage easement to the Town of South Windsor on lot 10 remains to be filed. • Storm drainage easement to the Avery Meadow Homeowners Assoc. on lot 4 remains to be filed. • Swale easement to the Avery Meadow Homeowners Assoc. on lots 20 &21 remains to be filed. • Sanitary sewer easement to N/F Josephine V. Maizon remains to be filed. (Please note Mrs. Maizon passed away this month—easement to reflect current owner) • Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. As-Builts • As-Built drawings submitted on 10/10/00 are incomplete. The following information is missing per JCI memo to Mannarino Builders 10/20/00: • House locations • Sanitary laterals (and inverts) • Footing drain outlet pipes (and inverts) • Monuments and coordinates • Iron pins and indication that they have been set • Road dimensions • Some elevations on profile • Open space monumentation • Profile and plan for sanitary sewer extension on Avery St • Driveways Additionally the following items need to be placed on plan: •`` Distance and bearings of street lines, horizontal curve data. • Easements with distances and bearings, noting ., �\' g g grantees and purpose. 1 Show graded areas within Town rights of way and easements,with finish contours and spot grades in sufficient detail to show that grading is in conformance with approved plan. • Improvements within Town right-of-way which are not included on individual site plan as-builts. • All underground utility mains (i.e. gas,water, electric) • Finished first floor elevations for existing buildings shall be shown on profiles. • The following statement must be on the plans:"The items so noted on this plan have been verifed in the field as to location, elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" Monumentation J /� J ///) Ck c�13 @ �rdty•",t �//f 4-/ced 1�'1PXa��!/ 0l�-(Y ` )�' ('C A67 / _d ➢ Letter required by Land Surveyor certifying th t all iron pins and monuments have been placed and are currently in goo ,condition or all iron pins and monuments are required to be flagged in field for inspection bgth �k wn.�, 3 ��Monuments ,4 ,4 $,4a &136 are not backfilled around—backfill and verify proper cation. i2 SAENGINEER\Proj.-PU Wetland ApplicationsWvery Meadow\tal\Avery Meadow PL6 111400 TAL.doc Page 1 of 3 t Monuments ��,,,,��1 3 &4 brass caps have not been punched.. • Monumentst� 004 not found. • I.P. on Hitchcock Way between lots 2 &3 not found. • Monument 411 —there are two monuments placed approx. 2'apart with punched brass caps. Explain / why two monuments. If correct, new maps are to be filed and deeds corrected. If not remove incorrect ! monument. Pavement Avery Street ➢ Driveway apron 1023 Avery to be replaced. �� w ➢ Edge of pavement place Avery St to be backed up with topsoi from the drive of 1023 Avery south to Hitchcock Way. rP-���� �• Remove puddle and depression on Hitchcock Way from Sta.—0+15 to 0+1 OR. `��� y ��• Developer fb seal the following areas wit bituminous surface treatment of asphalt emulsion per 814A 4.14 and M.0 02. • Hitchcock y • 5'x12'no of 48 Hitchco drive—pavement cracking • 5'x30' be en 45&47�1-1itchcock driveways—pavement cracking • 5'x32'east o 3 Hitcf��ock driveway—pavement cracking • 12'x12' Hitchc k a. 5+50L—pavement cracking • Chapman Circle • Sta. 0+13 to 00 avement cracking • Sedgewick Ciro • Sta. 0+To 0+22R 1 8e cracking • From north edge of 6 dgewick drive to 6'east of 10 Sedgewick drive(approx. 5'x100', YT to 1';deep cracks). Storm Drainage ➢ All C.B. sumps need to be cleaned. ➢ C.B.s 1&2 remove debris from inside. Detention Basin As-Built shows that detention basin is not built to proper grades. 5 F outlet structure is equal to ground elev. at end of gravel access drive(ck'd w/hand level). Plan calls for have 1.32 difference in elev. * Min. of 1'free board required. /•\ Gravel access drives not shown on plan. Ensure gravel access drives constructed. Ensure proper grades at access drive and emergency overflow. -� Show contours of open space or provide as-built of detenfion basin area at 1"=40'to evaluate how detention basin grading blends in with existing ground. Grading of berm to southeast of detention basin is shown on as-built at slope of 1.13:1. This was to -�� be a mowable surface. Regrade to 3:1 or flatter and establish turf. _'? Outlet structure top grates not bolted down ,,Mortar around outlet pipe&cut flush. Inlet plunge pool is to be rebuilt to proper grades and elevation-erosion under riprap has caused rip rap to drop 2ft. ➢ Silt fence is to be removed. ➢ South and west of detention area dead and hanging trees to be removed—safety concern. Grading Headwall Hitchcock Sta.2+00 35'R has erosion around—fill in and stabilize ➢ Depression in gravel drive 1023 Avery to be scarified, filled and compacted. —'Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. l<Lot 19 where brush was removed to be finish graded and turf established. ZZ �op5o�� af6c,- � �.(✓. y���4cr� SAENGINEERTroj.-P&Z Wetland ApplicaUGWAvery MeadowUhAvery Meadow PL6 111400 TAL.doc Page 2 of 3 r,i 1 Sidewalk >C, 1 section sidewalk over 24"culvert across Avery to be replaced-sidewalk broken. 1 section sidewalk 15'north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) e ➢ 1 section sidewalk 20'south of utility pole SNET#1454 on Avery St.to be replaced. . - -, 1 section sidewalk 15'*e-t"C.B. 7 to be replaced-uneven surface-longitudinal hump in sidewalk 1". 04 ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced 1S ig(ate 4r�w. 1-1 • post at Avery St is loose, <2'in ground-reset. `� a s and stop bars to Town Specs. are to be placed on Chapman Circle and Sedgewick Circle ersections with Hitchcock Way per the Town Traffic Authority. Utilities j ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced.✓P Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced gvt ee'/s 4 s -tabe-removed on lot 10 ➢ Grounding rod lot 10 to be removed or buried Enc. tal SAENGINEERTroj.-P&z Wetland AWIIo JOM\lv*#4sOdv"Mvery Meadow PL6 111400 TAL.doc Page 3 of 3 Intra-Office Memorandum To Jerry C. lazzetta, Town Engineer From: Tracy A. LaPiene, Project Engineer Date: 11/14/00 Re: Avery Meadows 96-26P Bond reduction request to maintenance Based upon the results of our staff meeting on 10/13/00 between you, Mel Stead and myself and the inspection of the project I made on 10/19/00& 10/20/00 the following items remain to be addressed; Easements • Storm drainage easement to t"'Town of South Windsor on lot 10 remains to be filed. • Storm drainage easement to the Avery Meadow Homeowners Assoc. on lot 4 remains to be filed. • Swale easement to the Avery Meadow Homeowners Assoc. on lots 20 &21 remains to be filed. • Sanitary sewer easement to N/F Josephine V. Maizon remains to be filed. (Please note Mrs. Maizon passed away this month—easement to reflect current owner) • Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. r As-Buitts • As-Built drawings submitted on 10/10/00 are incomplete.The following information is missing per JCI memo to Mannarino Builders 10/20/00: • House locations • Sanitary laterals (and inverts) • Footing drain outlet pipes (and inverts) • Monuments and coordinates • Iron pins and indication that they have been set • Road dimensions Some elevations on profile • Open space monumentation • Profile and plan for sanitary sewer extension on Avery St • Driveways Additionally the following items need to be placed on plan: • Distance and bearings of street lines, horizontal curve data. • Easements with distances and bearings, noting grantees and purpose. • Show graded areas within Town rights of way and easements, with finish contours and spot grades in sufficient detail to show that grading is in conformance with approved plan. • Improvements within Town right-of-way which are not included on individual site plan as-builts. • All underground utility mains (i.e. gas, water, electric) • Finished first floor elevations for existing buildings shall be shown on profiles. • The following statement must be on the plans: "The items so noted on this plan have been verifed in the field as to location, elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" Monumentation ➢ Letter required by Land Surveyor certifying that all iron pins and monuments have been placed and are currently in good condition or all iron pins and monuments are required to be flagged in field for inspection by the Town. • Monuments 394,400,422,423,428,435 &436 are not backfilled around—backfill and verify proper location. \\T0WN_HALL\V0L2\ENGINEER\Proj.-P8Z Wetland ApplicationsWvery Meadow\Avery Meadow PL6 111400 TAL.doc Page 1 of 3 • Monuments 441,443,416,417 &419 brass caps have not been punched. • Monuments 481 &2004 not found. • I.P. on Hitchcock Way between lots 2 &3 not found. • Monument 411 —there are two monuments placed approx. 2' apart with punched brass caps. Explain why two monuments. If correct, new maps are to be filed and deeds corrected. If not remove incorrect monument. �f Pavement Avery Street ➢ Driveway apron 1023 Avery to be replaced. Edge of pavement placed on Avery St to be backed up with topsoil from the drive of 1023 Avery south to Hitchcock Way. -� • Remove puddle and depression on Hitchcock Way from Sta.—0+15 to 0+10R. • Developer to seal the following areas with bituminous surface treatment of asphalt emulsion per 814A 4.14 a M.05.02. • Hitch ck Way • 5'x ' north of 48 H' cock drive—pavement cracking 5'xi0 etween &47 Hitchcock driveways—pavement cracking • 5'x32' e t of Hitchcock driveway—pavement cracking • 12'x12' Hi cock Sta. 5+50L—pavement cracking • Chapman cle • Sta. +13 to 0+ pavement cracking • Sedg ick Circle • ta. 0+13 to 0+22R I e cracking • From north edge of 6 S gewick drive to 6' east of 10 Sedgewick drive (approx. 5'x100', Y4" to 1"deep cracks). Storm Drainage ➢ All C.B. sumps need to be cleaned. ➢ C.B.s 1&2 remove debris from inside. Detention Basin • As-Built shows that detention basin is not built to proper grades. ➢ TF outlet structure is equal to ground elev. at end of gravel access drive (ck'd w/hand level). Plan calls for have 1.32 difference in elev. *Min. of 1'free board required. • Gravel access drives not shown on plan. Ensure gravel access drives constructed. • Ensure proper grades at access drive and emergency overflow. • Show contours of open space or provide as-built of detention basin area at 1"=40'to evaluate how detention basin grading blends in with existing ground. • Grading of berrn to southeast of detention basin is shown on as-built at slope of 1.13:1. This was to be a mowable surface. Regrade to 3:1 or flatter and establish turf. ➢ Outlet structure top grates not bolted down Mortar around outlet pipe &cut flush. ➢ Inlet plunge pool is to be rebuilt to proper grades and elevation-erosion under riprap has caused rip rap to drop 2ft. Silt Fence is to be removed. ➢ South and west of detention area dead and hanging trees to be removed—safety concern. Grading Headwall Hitchcock Sta. 2+00 35'R has erosion around—fill in and stabilize ➢ Depression in gravel drive 1023 Avery to be scarified, filled and compacted. Fill in ruts west side of sidewalk on Avery Street between SNET#1454 and SNET#1455. • Lot 19 where brush was removed to be finish graded and turf established. \\T0WN_HALL\V0L2\ENGINEER\Proj.-P&Z Wetland ApplicationsWvery Meadow\Avery Meadow PL6 111400 TAL.doc Page 2 of 3 i Sidewalk ➢ 1 section sidewalk over 24" culvert across Avery to be replaced -sidewalk broken. ➢ 1 section sidewalk 15' north of C.B. in front of 1023 Avery to be replaced to match other sections(sidewalk depressed) ➢ 1 section sidewalk 20'south of utility pole SNET#1454 on Avery St. to be replaced. ➢ 1 section sidewalk 15' east of C.B. 7 to be replaced—uneven surface-longitudinal hump in sidewalk 1°. Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced Signage • Stop sign post at Avery St is loose, <2'in ground—reset. • Stop signs and stop bars to Town Specs. are to be placed on Chapman Circle and Sedgewick Circle at the intersections with Hitchcock Way per the Town Traffic Authority. Utilities ➢ Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced ➢ Utility witness stake to be removed on lot 10 ➢ Grounding rod lot 10 to be removed or buried Enc. tal 11TOW N HALL\VOL2IENGINEER\Proj.-P&Z Wetland ApplicatlonsWery MeadowVlvery Meadow PL6 111400 TAL.doc Page 3of3 Intra-Office Memorandum To Jerry C. lazzetta, Town Engineer From: Tracy A. LaPiene, Project Engineer Date: 05/07/01 Re: Avery Meadows 96-26P Cutler Ridge 9741 P On the week of 05/01/01 you had requested that I set up a site meeting between myself, Mel Stead and a representative of Gallasso Materials for 05/07/01 or 05/08101. On 05/04/01 1 made a site inspection with Francis Costanzo to the Avery Meadows and Cutler Ridge sites. On the punchlist for Avery Meadow dated 11/14/00 there were several areas that were listed to be sealed with a bituminous surface treatment of asphalt emulsion On the Cutler Ridge punchlist dated 11/17/01 there was listed a significant number of areas that were to have a remediation measure proposed. It appeared to me that the areas of pavement cracking on Avery Meadow was caused during placement by rolling the pavement while it was at too high a temperature. The areas of cracking on Cutler Ridge appeared to me to be caused primarily by failure of the base material and pavement crack reflection had come up in areas.At Cutler Ridge there were additional areas where it appeared that the pavement was also rolled at too high a temperature. At the meeting between myself, you and Frank Mannarino on 11/00 Frank Mannarino stated that he would have all the areas in concern sealed with asphalt emulsion. On the subsequent meetings between you, Mel Stead and myself, that remediation measure was agreed upon. On the inspection by Francis and myself on 05/04/01 it was apparent that the remediation measures agreed upon were not implemented. Upon inspection of both sites it was found that a minor portion of the deficient areas had been addressed.Additionally these areas had not been treated with asphalt emulsion or infrared treatment.The areas that had been worked on had been hit only rapidly and surficially with a hand torch and only the very surface in the center of the burn was affected. This attempt at treatment had no effect on the pavement other than"mess up"the surface appearance. In order to treat these areas it would have been necessary to either place the emulsion or bring in an infrared box to heat the pavement to the required depth and recompact. Francis Costanza's impression was that the pavement may have been placed better or the base could have been better, but at this point the pavement isn't looking too bad for being down for a few years. He suggested that this might be a case where we watch for a few years and see what happens. If possible, I recommend that the Town retain a bond in an amount sufficient to place an asphalt emulsion sealer down in the event that this becomes necessary for both sites for a period of five years. This recommendation only applies to those areas expressed for evaluation of cracking. The permanent patches on Avery Street, driveways apron on Avery St and the elimination of puddling at the intersection of Hitchcock and Avery remain to be addressed prior to acceptance by the Town. I would recommend that the area at Hitchcock Way from Sta. 0+15 to 0+1 OR be infrared treated for a depth of V and additional material placed and compacted to provide positive drainage to the catch basins (note: this area's base course had previously been replaced due to base settlement). Please advise on how you wish to proceed with these developments and what actions you would like me to take. SAENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\tal\AverMeadowO50701tl.doc 4r Intra-Office Memorandum To Jerry C. lazzetta, Town Engineer From: Tracy A. LaPiene, Project Engineer Date: 05/09/01 Re:Avery Meadows 96-26P On 05/08/01 a site meeting was held at the site with myself, Mel Stead, Frank Mannarino and Rich Winiarski (Gallasso)present. The following areas of pavement were accepted by Mel Stead and no further remediation is required: Avery Street • Developer to seal the following areas with bituminous surface treatment of asphalt emulsion per 814A 4.14 and M.05.02. • Hitchcock Way • 5'x12'north of 48 Hitchcock drive—pavement cracking • 5'x30'between 45&47 Hitchcock driveways—pavement cracking • 5'x32'east of 43 Hitchcock driveway—pavement cracking • 12'x12' Hitchcock Sta. 5+50L—pavement cracking • Chapman Circle • Sta. 0+13 to 0+40 pavement cracking • Sedgewick Circle • Sta. 0+13 to 0+22R lane cracking • From north edge of 6 Sedgewick drive to 6'east of 10 Sedgewick drive(approx. 5'x100', YT to 1"deep cracks). The following areas of pavement remain to be addressed: • Driveway apron 1023 Avery to be replaced. • Remove puddle and depression on Hitchcock Way from Sta.—0+15 to 0+1 OR. \\TOWN_HALL\VOL2\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\tal\Avery Meadow memo 050901 TAL.doc Page 1 of 1 f Intra-Office Memorandum To: Michael J. Gantick, Director of Public Works From: Tracy A. LaPiene, Project Engineer Date: 06/08/01 Re: Avery Meadows 96-26P Bond reduction request to maintenance On 06/06/01, 1 made an inspection of the development and found that the following items have yet to be addressed prior to a bond reduction to the maintenance level and acceptance of Hitchcock Way: Easements 1. Storm drainage easement to the Town of South Windsor on lot 10 remains to be filed. 2. Storm drainage easement to the Avery Meadow Homeowners Assoc. on lot 4 remains to be filed. 3. Swale easement to the Avery Meadow Homeowners Assoc. on lots 20&21 remains to be filed. 4. Sanitary sewer easement to N/F Josephine V. Maizon remains to be filed. (Please note Mrs. Maizon passed away this month—easement to reflect current owner) 5. Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. As-Builts • Under CALS 1996, Note 1 on every map shall include as a minimum the following: • This survey(or map)has been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 and the"Standards for Surveys and Maps in the State of Connecticut"as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 1996; • Type of Survey; • Boundary Determination Category; and • Class (or Classes)of Accuracy. • Live signitures • The following statement must be on the plans: "The items so noted on this plan have been verifed in the field as to location, elevation and completeness.The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" • Show all utility crossings and services • Sheet 1 &2 1. Remove proposed sidewalk easement to the Town of South Windsor along Avery St (sidewalk reconstructed easement not required) 2. Monument 411 —there are two monuments placed approx.2'apart with punched brass caps. Explain why two monuments. If correct, new maps are to be filed and deeds corrected. If not remove incorrect monument. Subdivision Plan As-Built does not show the second monument and distances labeled do not show any other monument. • Sheet 3 1. Same as sheet 1 &2 items 1-2 2. Elev. 312 contour • Sheet 4 1. Verify F.L. of SMH6 296.70 progress as-built had 296.22 2. Change slopes on profile for pipes running between SMH6 &SMH7 and C134A to CB4 • Sheet 5 Page 1 of 2 SAENGINEERTroj.-P&Z Wetland ApplicationsWvery Meadow\taltAvery Meadow PL7 060801.doc t 1. Show locations of laterals installed not proposed • Sheets 6, 7&8 1. OK but show proper certification Monumentation 1. Monument 2004 not found. 2. I.P. on Hitchcock Way between lots 2 &3 not found. Pavement Avery Street 1. Driveway apron 1023 Avery to be replaced. 2. Remove puddle and depression on Hitchcock Way from Sta.—0+15 to 0+10R. Storm Drainage 1. All C.B. sumps need to be cleaned. 2. C.B.s 1&2 remove debris from inside. Detention Basin 1. 1:1 slopes between access drive and shoulder of road 4'high 30'long—ck w/JF, MG Grading 1. Depression in gravel drive 1023 Avery to be scarified,filled and compacted. Sidewalk 1. 1 section sidewalk 20'south of utility pole SNET#1454 on Avery St. to be replaced. 2. Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. Utilities 1. Hitchcock lot 17 watergate in sidewalk to be moved out of sidewalk and sidewalk replaced. 2. Hitchcock lot 15 gas gate in sidewalk to be moved out of sidewalk and sidewalk replaced 3. Grounding rod lot 10 to be removed or buried tal Page 2 of 2 SAENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\talWvery Meadow PL7 060801.doc rt I Engineering Department Memo To: Marcia Banach, Director of Planning From: Tracy A. LaPiene, Project Engineer ✓ CC: Michael J. Gantick, Director of Public Works Date: 06/25/01 Re: Avery Meadows 96-26P Responding to the request for bond reduction by Mannarino Builders, Inc. for the Avery Meadows development dated 10/04/00, The Engineering Department recommends keeping the bond at the present level until the outstanding items on the attached memo have been addressed. \\TOWN_HALL\VOL2\ENGINEER\Proj.-M WeUand ApplicaUonsxAvery MeadomkaWondRed memo 052501 TAL.doc Page 1 of 1 Intra-Office Memorandum To: Michael J. Gantick, Director of Public Works From: Tracy A. LaPiene, Project Engineer Date: 06/25/01 Re: Avery Meadows 96-26P Bond reduction request to maintenance This memo is revised to reflect the results of the meeting held on 06/22/01 between Frank Mannarino, Michele Lipe, you and me. The following items remain to be addressed prior to a bond reduction to the maintenance level and acceptance of Hitchcock Way: Easements Upon review the following easements need to be addressed: 1. Sanitary sewer easement to N/F Josephine V. Maizon remains to be filed. (Please note Mrs. Maizon passed away this month—easement to reflect current owner)—easement to Town is not acceptable. 2. Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. 3. Open Space C remains to be deeded to Association. As-Builts Under CALS 1996, Note 1 on every map shall include as a minimum the following: • This survey(or map)has been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 and the"Standards for Surveys and Maps in the State of Connecticut"as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 1996; • Type of Survey; • Boundary Determination Category; and • Class (or Classes)of Accuracy. • Live signatures • The following statement must be on the plans: "The items so noted on this plan have been verified in the field as to location, elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" • Show all utility crossings and services • Sheet 1 &2 1. Remove proposed sidewalk easement to the Town of South Windsor along Avery St (sidewalk reconstructed easement not required) 2. Show monument with coordinates at Hitchcock Way sta.4+84.54R. Monument 411 —there are two monuments placed approx. 2'apart with punched brass caps. Explain why two monuments. If correct, new maps are to'be filed and deeds corrected. If not remove incorrect monument. Subdivision Plan As-Built does not show the second monument and distances labeled do not show any other monument. • Sheet 3 1. Same as sheet 1 &2 items 1-2 2. Elev. 312 contour • Sheet 4 1. Verify F.L. of SMH6 296.70 progress as-built had 296.22 2. Change slopes on profile for pipes running between SMH6 &SMH7 and CB4A to CB4 Page 1 of 2 SAENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\tal\Avery Meadow PL8 062501 TAL.doc • Sheet 5 1. Show locations of laterals installed not proposed • Sheets 6, 7 &8 1. OK but show proper certification Monumentation 1. I.P. on Hitchcock Way between lots 2 &3 not found. Pavement Avery Street 1. Remove puddle and depression on Hitchcock Way from Sta. —0+15 to 0+10R. Storm Drainage 1. C.B.s 1&2 remove debris from inside. Utilities 1. Grounding rod lot 10 to be removed or buried tal Page 2 of 2 S:\ENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\tal\Avery Meadow PL8 062501 TAL.doc ` Engineering Department Memo To: Marcia Banach, Director of Planning From: Tracy A. LaPiene, Project Engineer CC: Michael J. Gantick, Director of Public Works Date: 06/26/01 • Re: Avery Meadows 96-26P Responding to the request for bond reduction by Mannarino Builders, Inc. for the Avery Meadows development dated 10/04/00, The Engineering Department recommends keeping the bond at the present level until the outstanding items on the attached memo have been addressed. SAENGINEERTroj.-P&Z Wetland Applications\Avery MeadoMtaftBondRed memo 062501 TAL.doc Page 1 of 1 Intra-Office Memorandum To: Michael J. Gantick, Director of Public Works From: Tracy A. LaPiene, Project Engineer Date: 06/25/01 Re: Avery Meadows 96-26P Bond reduction request to maintenance This memo is revised to reflect the results of the meeting held on 06/22/01 between Frank Mannarino, Michele Lipe,you and me. The following items remain to be addressed prior to a bond reduction to the maintenance level and acceptance of Hitchcock Way: Easements Upon review the following easements need to be addressed: 1. Sanitary sewer easement to N/F Josephine V. Maizon remains to be filed. (Please note Mrs. Maizon passed away this month—easement to reflect current owner)—easement to Town is not acceptable. 2. Proposed sidewalk easement to Town not required to be filed due to relocation of sidewalk in that area. 3. Open Space C remains to be deeded to Association. As-Builts • Under CALS 1996, Note 1 on every map shall include as a minimum the following: • This survey(or map)has been prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 and the"Standards for Surveys and Maps in the State of Connecticut"as adopted by the Connecticut Association of Land Surveyors, Inc. on September 26, 1996; • Type of Survey; • Boundary Determination Category; and • Class (or Classes)of Accuracy. • Live signatures • The following statement must be on the plans: "The items so noted on this plan have been verified in the field as to location, elevation and completeness. The following listed items are the only deviations from the original plans approved by the Planning and Zoning Commission and staff approved change orders: (List) (Signed and Stamped by Licensed L.S.)" • Show all utility crossings and services • Sheet 1 &2 1. Remove proposed sidewalk easement to the Town of South Windsor along Avery St (sidewalk reconstructed easement not required) 2. Show monument with coordinates at Hitchcock Way sta. 4+84.54R. Monument 411 —there are two monuments placed approx. 2'apart with punched brass caps. Explain why two monuments. If correct, new maps are to be filed and deeds corrected. If not remove incorrect monument. Subdivision Plan As-Built does not show the second monument and distances labeled do not show any other monument. • Sheet 3 1. Same as sheet 1 &2 items 1-2 2. Elev. 312 contour • Sheet 4 1. Verify F.L. of SMH6 296.70 progress as-built had 296.22 2. Change slopes on profile for pipes running between SMH6 &SMH7 and CB4A to CB4 Page 1 of 2 SIENGINEER\Proj.-P&Z Wetland ApplicationsWvery Meadow\tal\Avery Meadow PL8 062501 TAL.doc • Sheet 5 1. Show locations of laterals installed not proposed • Sheets 6, 7 &8 1. OK but show proper certification Monumentation 1. I.P. on Hitchcock Way between lots 2 &3 not found. Pavement Avery Street 1. Remove puddle and depression on Hitchcock Way from Sta.—0+15 to 0+10R. Storm Drainage 1. C.B.s 1&2 remove debris from inside. Utilities 1. Grounding rod lot 10 to be removed or buried tal Page 2 of 2 SAENGINEER\Proj.-P&Z Wetland Applications\Avery Meadow\tal\Avery Meadow PL8 062501 TAL.doc I" ■ WILSON M.ALFORD,SR.,P.E.&L.S. ENGINEERS SURVEYORS m PLANNERS ■ WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD ■ P.O. BOX 484 ■ WINDSOR■ CT 06095 ■ PHONE(860)688-7288 ■ FAX(860)688-3485 October 16,2001 Town of South Windsor Engineering Department Attn: Mr. Edward K. Beale 1540 Sullivan Avenue South Windsor, CT. 06074 Avery Meadow Subdivision South Windsor Dear Ed: At the present time, all iron pins and monuments have been placed and are currently in good condition and in the proper location. Thank you. Very Truly Yours, Wilson M. Alford, Jr., P.E. WMAljab cc: Mr. Frank Mannario Memorandum To: Marcia A. Banach, Director of Planning From: Jeffrey Doolittle, P.E. Town Engineer �69 Date: 10/23/01 Re: Avery Meadows Subdivision (96-26P) Based on a recent review of the Avery Meadows Subdivision and discussions with Frank Mannarino, The Engineering Department recommends that the bond for this subdivision be reduced to a maintenance level. SAENGINEE Wool itWveryMeadows Bond Red Maint.doc 1169 ELLINGTON ROAD SOUTH WINDSOR,CT.06074 �QQQ PH.860-289-7055 j FAX.860-289-7121 i LI #01028 Al Im 10/4/00 TOWN OF SOUTH WINDSOR PLANNING DEPARTMENT MARCIA BANACH,TOWN PLANNER 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT.06457 RE: AVERY MEADOW REQUEST FOR MAINTENANCE BOND. DEAR MS.BANACH, PLEASE ACCEPT THIS LETTER AS A FORMAL REQUEST TO REDUCE OUR BOND AT AVERY MEADOW TO A MAINTENANCE LEVEL.IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION PLEASE CALL. SINCERE /j/1 1 J ROBERT MANNARIN PRESIDENT CC. y a • • ♦ 4 • • • • • • • • • • • • • • • • • • • • s 1540 Sullivan Avenue,South Windsor,CT 06074 PH 644-2511 ext 253 Fax 644-7280 1 South • • Planning Department Fmc To: Frank Mannarino From: Marcia A. Banach, Director of Planning Fax: 688-3485 Pages: 3 Phone: Date: 11/20/01 Re: Avery Meadow L/C's CC: ❑Urgent ❑ For Review ❑Please Comment ❑Please Reply ❑ Please Recycle Attached are copies of the expired letters of credit for Avery Meadow. As you can see by examining them,they expired in August 1988.That makes it 3.25 years since they expired, not the one,or at most two, years you insisted on this morning. Thus my calling it"years"since these L/C's expired is not the "exaggeration"you suggested it is, but actually represents the facts. We are holding the PZC agenda for November 27 until noon tomorrow(the latest we can hold it and still get it in the mail in a reasonable time frame). If I have the bond in hand before that time, I can eliminate the agenda item. If not,the agenda will go out with the agenda item. SDW N se C� %Ma O-PsOuL4 ?40t;nd4ot + F ..1 � s C, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO'1 AREA CODE 860/644-2511 September 12, 2002 Re:Avery Meadows 96-26P &Cutler Ridge 97-41 P Mr. Frank Mannarino ` Mannarino Builders, Inc. 1169 Ellington Rd. South Windsor CT 06074 Dear Mr. Mannarino, The maintenance period for the Avery Meadow and Cutler Ridge subdivisions shall expire next month. The Town will be performing a final site inspection of the two subdivisions and will notify your firm of any items that need to be addressed prior to the release of the maintenance bonds for these two developments. The Engineering division has yet to perform their site inspections. However, prior to a final punchlist, I wanted to inform you that a number of easements remain to be filed. For the Avery Meadow subdivision: 1. The Open Space"C" remains to be transferred to the Association and, 2. An easement to the current homeowners of 1023 Avery St remains to be filed (this easement is to the property owner of 1023 Avery and not to the Town of South Windsor) For the Cutler Ridge Subdivision: 1. The detention basin and storm drainage easement remains to be filed from the Cutler Ridge Homeowners Association to the Town of South Windsor. There is a discrepancy between sheets 7 &7A referenced in the draft we have received resulting in an incorrect description. This will require a new mylar-to be filed and referenced in the document. 2. The sight line easement from the current owner of lot22 to the Town of South Windsor remains to be filed 3. The 16 easements over the islands on Welles Island and Stedman Circle from the homeowners association remain to be filed. These could be combined into a single document. Please feel free for you or your attorney to give me a call if any clarification is needed to secure these easements and property transfers. Respectfully, Mr. Tracy A. LaPiene Project Engineer cc: Jeffrey B. Doolittle, Town Engineer Marcia Banach, Director of Planning SAENGINEERTROJ-P&Z WETLAND APPLICWvery MeadoMtal\AM CR Mannarino 091202 TL.doc tow" 719wn 0le slottdl 6W . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074-2786 a•CO AREA CODE 860/644-2511 FAX 860/644-3781 October 1, 2002 Re: Avery Meadows 96-26P & Cutler Ridge 97-41 P Mr. Frank Mannarino Mannarino Builders, Inc. 1169 Ellington Rd. South Windsor CT 06074 Dear Mr. Mannarino, The maintenance period for the Avery Meadow and Cutler Ridge subdivisions shall expire in three weeks. The Town will be performing a final site inspection of the two subdivisions and will notify your firm of any items that need to be addressed prior to the release of the maintenance bonds for these two developments. The Engineering division has yet to perform their site inspections. However, prior to a final punchlist, I wanted to inform you that a number of easements remain to be filed. For the Avery Meadow subdivision: 1. The Open Space"C'draft is OK to execute and file 2. Sanitary Sewer Easement(Open Space"C")OK to execute and file For the Cutler Ridge Subdivision: 1. Detention Basin and Storm Drainage Easement-the Town has the executed easement. Need mylar of referenced map to file with. 2. The sight line easement from the current owner of lot 22 to the Town of South Windsor remains to be filed 3. The Town has the executed easement for Sanitary Sewer Easement Bente to Mistry lot 16 in favor of lot 17. OK for you to pick this back up and file. 4. The Town has the executed easement for Sanitary Sewer Easement(Lot 19)to the Town. 5. The 17 easements over the islands on Welles Island and Stedman Circle from the homeowners association remain to be filed. I have not found any drafts of document. These could be combined into a single document. A tax conveyance form is required for each of the instruments in order for them to be filed. Please feel free for you or your attorney to give me a call if any clarification is needed to secure these easements and property transfers. Respectfully, Mr. Tracy A. LaPiene Project Engineer cc: Jeffrey B. Doolittle, Town Engineer Marcia Banach, Director of Planning \\TOWN HALUVOLMENGINEERTROJ-P& WETLAND APPLICWvery MeadovAta1%M CR Mannarino 100102 TL.doc Memorandum To: Marcia A. Banach, Director of Planning From: Jeffrey Doolittle P.E. Town Engineer -0 g u 1 82002 U2 Date: 10/22/022 Re: Avery Meadows Subdivision (96-26P) The Engineering Department recommends that the maintenance period be extended for one month to allow the developer to finalize all the deeds and easements for this subdivision. This is based on a recent review of the Avery Meadows Subdivision and discussions with Frank Mannarino. \\TOWN_HALL\VOL2\ENGINEER\DOOLIT\Planning Reviews\AveryMeadowsMaintExt.doc N/,Y TOW OF SOUTH M NOSOR 14 15 16 J9 13 18 N/r K /(A/ZON OPEN SPACE r 17 ®� 1 r 12 SoN G ! 11 10 STREET ! 9 � O O O fl 70 D glll O r OPEN SPACE N/F TOM OF SOUTH W SO? � PHIUP R. SWIN SCHOOL ! AVERY MEADOW A VERY STREET SOUTH WINDSOR, CONNEC77CUT DEVELOPER: MANNARINO BUILDERS, INC. JUNE, 1996 PREPARED BY ALFORD ASSOCIA7ES� INC. W7NDSOR, CONNEC77CUT