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8340_CONSTRUCTION PLANS - JAMES AVENUE - CALABRESE 5340 Cms3yo6cl) Pan s Ii �ai,,4s �ven�re- TOWN OF AGAWAM FA p . - 9 INTEROFFICE MEMORANDUM E1s Mph To: Planning Board, File CC: Charles R. Calabrese From: Engineering Date: December 13, 2005 Subject: James Ave—Punch List— Bond Release All work as required by the Engineering Division for the Calabrese Duplex on James Avenue has been completed. It is recommended that the bond be released at this time. If you have any questions or comments, please do not hesitate to contact our Division. Sincerely, Sincerely, . 7-"Jc� Georganne J. Ho'6an, PIE. Michael C. Chase, E.I.T. Town Engineer/ Assistant Town Engineer hAerjpineeftp1452james ave-calabreseljames ave punchlist dec 2005_01.doc M SC E J1/ �0 DEC 1 5 2005 PLAN'Nfi'�"LA`5`0AHD PLANNING BOARD TO. TOWN TREASURER DATE: 12-15-0 5 SUBJECT: RELEASE OF PERFORMANCE BOND FILE NO.-8 3 4 0 At an officially called and posted meeting held on 12-15-05 the Planning Board voted to release $ IN FULL of the monies held by the Town to cover performance -of work by —developer - otherwise known as Charles Calabrese for project James Avenue This amount is(-- released for- work accepted by the Agawam Planning Board. HOLDING: $17 , 500 RELEASE IN FULL PLANNING BOARD- CHAIRMAN - �e•s • PERFORMANCE AGREEMENT #60-62 JAMES AVENUE LOTS A&C INCLUSIVE THIS AGREEMENT made by and between Charles R.Calabrese,an individual, hereinafter called the DEVELOPER,having a usual place of business at 10 Woodside Drive,Agawam,Massachusetts and the Town of Agawam,Massachusetts,a municipal corporation having a usual place of business at 36 Main.Street, Agawam,Massachusetts 01001,acting through its Planning Board,hereinafter called the TOWN;witnesseth: WHEREAS,the DEVELOPER desires to carry out the development of lots 1 thru 7 inclusive as shown on a set of definitive plans recorded in the Hampden County Registry of Deeds as indicated below: PROPOSED GRADING PLAN&PAVEMENT EXTENSION PLAN AGAWAM,MASSACHUSETTS CHARLES R. CALABRESE D.L.BEAN,INC. DATE:10-25-2004,REV: 10-29-04 SCALE 1"=29 HCRD BOOK PAGE AND WHEREAS,on February 3,2005 the PLANNING BOARD of the TOWN endorsed plans entitled: PROPOSED GRADING PLAN&PAVEMENT EXTENSION PLAN AGAWAM,MASSACHUSETTS CHARLES R.CALABRESE DATE: 10-25-2004,REV: 10-29-2004 NOW,THEREFORE,in consideration of the approval of the definitive Plans by said TOWN, providing for the construction of ways,clearing,grading and installation of municipal services to the above mentioned lots;the DEVELOPER hereby agrees to perform the required improvements in accordance with the "Rules and Regulations of the Planning Board as it Refers to Subdivision Control",as amended,and to construct the following items of work in a manner satisfactory to the TOWN: CONSTRUCTION STANDARDS AND REQUIRED IMPROVEMENTS: Section V of"Rules and Regulations of the Planning Board as it Refers to Subdivision Control',amended March 7, 1974,is hereby supplemented by the following descriptions,modifications, additions and deletions. These Construction Standards and Required Improvements shall prevail over those published in Section V and the Definitive Plans only where there is a discrepancy,and where the Town Engineer determines that these Construction Standards are more stringent. Wherever the term"Massachusetts Standard Specifications" is used it shall refer to"The Commonwealth of Massachusetts Department of Public Works Standard Specification for Highways and Bridges", 1973 ed., including the latest Supplemental Specifications. The term"Town Engineer" shall mean the Agawam Town Engineer,acting directly or through an authorized representative,such representative acting within the scope of the particular duties entrusted to him. The DEVELOPER shall notify the TOWN through its Department of Public Works in writing at least forty-eight(48)hours in advance of the time when he plans to begin work on any of the improvements required by this Agreement. Failure on the part of the DEVELOPER to provide such notification shall be cause for the TOWN to require the DEVELOPER to excavate and reconstruct the improvements as necessary in order to insure that the work has been done in a satisfactory manner. • A. Street and Roadway: The entire area within the street layout shall be cleared of all stumps,brush, roots,boulders,debris and all trees not intended for preservation. All loam,clay,peat and other unsuitable material encountered within the layout shall be excavated and replaced with granular material conforming to Massachusetts Standard Specifications M 1.01.0 to a depth of 4 feet below the subgrade. Install subdrains where the seasonal high groundwater elevation is within 4 feet of the proposed roadway surface. Subdrain sizes and locations shall be subject to the approval of the Town Engineer and shall be installed wherever necessary in the opinion of the Town Engineer. Subdrains shall conform to Massachusetts Construction Standards 209.1.1. All rock encountered within the street layout shall be excavated and replaced with granular material conforming to Massachusetts Standard Specifications M 1.01.0 to such a depth of 4 feet below the subgrade. Before placing any subbase or base materials,the entire subgrade area shall be fine graded and compacted to not less than 90 percent of maximum dry density as determined by AASTHO Test Designation T99 Compaction Test Method C. Special Borrow for subbase shall conform to Massachusetts Standard Specifications M2.01.1. Subbase and base courses shall be fine graded and compacted to not less than 95 percent of maximum dry density in accordance with Section 401 and Section 405 of the Massachusetts Standard Specifications. The DEVELOPER shall be responsible for reimbursing the TOWN for the cost of all soils testing. The roadway surface shall be Class I Bituminous Concrete Type I-1 applied in Two(2)courses in accordance with Section 460 of the Massachusetts Standard Specifications. The top course shall not be applied until one(1)winter season has passed since the completion of all underground work within the subgrade area. Only the roadway designs or alternatives shown on the Definitive Plans shall be constructed. Bituminous concrete curb conforming to Massachusetts Construction Standard 106.2.0,Type 2 shall be installed on both sides of the roadway. Granite curbing shall be installed along the arc of the curve at intersections. Type SA edging shall be used on Places and Lanes,and Type VA vertical curb shall be used on Sub-Collectors and Collectors,unless otherwise directed by the Town Engineer. B. Sanitary Sewers: Submit an"Application for Permit for Extension of Sewerage System" to the Superintendent of Public Works for his recommendation to the Director of the Massachusetts Division of Water Pollution Control. After receipt of a Sewerage Extension Permit,pay all fees and deposits,and apply for a connection to the public sewer. Install asbestos-cement,PVC or approved equal sewer pipe and fittings conforming to Massachusetts Standard Specifications M5.02.7,of the size,class and at the lines and grades shown on the Definitive Plans. The minimum design flexure strength of asbestos-cement sewer pipe shall be class 2400 for sizes 4 and 6 inch diameters and class 3300 for sizes 8 through 12 inch diameter. The minimum PVC sewer pipe class shall be SDR 35,however, special bedding will be required. Building sewer connections shall be at least 4 inch diameter laid at 1/8 inch per foot pitch minimum, and shall be separated from the water services by at least 10 feet horizontally. Building sewer connections shall not be made directly into manholes. Long sweep elbows shall be used for all bends 11 112 degrees or greater. A cleanout shall be installed no further than 20 feet upstream of any 45 degree or 90 degree bend. No foundation drains or roof leaders shall be connected to the sanitary sewers. Bedding shall conform to Subsection 230.61,and backfilling shall meet the requirements of Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special bedding of sand borrow conforming to M1.04.0 Type shall be well compacted around all PVC sewer pipe a minimum distance of 1 foot. Where the bottom of the trench is,in the opinion of the Town Engineer,found to be unstable,the DEVELOPER shall excavate the unsuitable material to the width and depth ordered by the Town Engineer,and shall replace all unsuitable materials,as directed,with a well compacted foundation consisting of granular material conforming to M 1.02.0(maximum stone size of 2 inches)or crushed stone conforming to M2.01.1 of the Massachusetts Standard Specifications. Where rock is encountered it shall be removed to a depth of 1 foot below and from all sides of the pipe or structure. Precast concrete sewer manholes shall conform to Agawam Construction Standard 202.4.1 and shall be installed in accordance with Section 201 of the Massachusetts Standard Specifications. Pipe connections to manholes shall be made with a flexible rubber boot and shall be cast in a 6 inch concrete collar. Inverts shall be brick conforming to Massachusetts Stand Specifications M4.05.1. Preformed bituminous joint filler shall conform to M3.05.3 and cement concrete brick for adjusting frames and covers shall conform to M4.05.0 of the Massachusetts Standard Specifications. Type A frames and covers shall conform to Massachusetts Construction Standards 202.6.0 and 202.8.0,and shall have the word"SEWER' imprinted in 3 inch high letters on the cover. The DEVELOPER shall furnish the labor and equipment,test plugs,gauges and appurtenances necessary for air testing all sanitary sewer pipes. If leakage of air at 4 psi exceeds 0.15 CFM per square foot in any section of pipe,as determined by the Town Engineer,the DEVELOPER shall locate the leaks and repair them at his own expense. In no event shall the total infiltration or exfiltration including manholes,exceed the equivalent of 100 gallons per 24 hours per inch diameter per mule of sewer main,in any section of the sewer system,as determined by the Town Engineer. C. Drainag : If any storm drains are to be connected to the TOWN drainage system,the DEVELOPER shall apply to the Superintendent of Public Works for a permit to connect to the public storm drains, and pay all fees and deposits required. Install reinforced concrete storm drain pipe conforming to Massachusetts Standard Specifications M5.01.1,of the size,class and at the lines and grades shown on the Definitive Plans. Storm drain connections to foundation drains and roof leaders shall be installed as shown on the Definitive Plans, and shall be at least 4 inch diameter laid at 1/8 inch per foot minimum pitch. The minimum flexure strength of 4 and 6 inch diameter asbestos cement pipe shall be class 2000 D. The minimum PVC pipe class for storm drain connections shall be SDR 41,however,special bedding will be required. Bedding shall conform to Subsection 230.61,and back-filling shall meet the requirements of Subsections 120.60B, 150.60 and 150.64 of the Massachusetts Standard Specifications. A special bedding of sand borrow conforming to M1.04.0 Type b shall be well compacted around all PVC drain pipe a minimum distance of 1 foot. Where the bottom of the trench is,in the opinion of the Town Engineer, found to be unstable,the DEVELOPER shall excavate the unsuitable material to the width and depth ordered by the Town Engineer,and shall replace all unsuitable materials,as directed,with a well compacted foundation consisting of granular material conforming to M1.02.0(maximum stone size of 2 inches)or crushed stone conforming to M2.01.1 of the Massachusetts Standard Specifications. Where rock is encountered it shall be removed to a depth of 1 foot below and from all sides of the pipe or structure. Storm drain manholes and Type C(Slope)catch basins shall conform to Agawam Construction Standards 202.2.1 and 201.3.1 respectively. Precast concrete catch basin tops shall be as manufactured by New England Precast Concrete,Agawam,MA; Arrow Concrete Products,Inc., Granby,CT;or approved equal. Cement concrete brick for inverts and adjusting frames and covers shall conform to Massachusetts Standard Specifications M4.05.0. Manhole frames and covers shall be Type A conforming to Massachusetts Construction Standards 202.6.0 and 202.8.0 and shall have the word"DRAIN"imprinted in 3 inch high letters on the cover. Class A cement concrete masonry and steel reinforcement work shall conform to Section 901 of the Massachusetts Standard Specifications. Headwalls shall be constructed to the designs and dimensions indicated on the definitive Plans,and as directed to close conformity with the lines and grades established by the Town Engineer. Headwalls shall be built in accordance with Massachusetts Construction Standards 206.4.0 or 206.6.0. Rip-rap,channel paving and stone for pipe ends shall consist of furnishing and installing uniformly placed stonework at the lines and grades shown on the Definitive Plans,in accordance with Section 258 and 983 of the Massachusetts Standard Specifications. Stone,shall conform to M2.02.3 with the exception that rounded cobbles meeting the weight specifications maybe used with ttie approval of the Town Engineer. D. Water: Install 8-inch Class 52 cement lined ductile iron water mains,or larger as shown on the Definitive Plans. Ductile iron pipe shall conform to Massachusetts Standard Specifications M5.05.3, Class 52. Joints shall be bell and spigot clastomeric gasket rings conforming to ANSI Specification A21.11. Standard laying lengths shall not exceed 20 feet. Ductile iron pipe sha1I be polyethylene encased in accordance with ASTM Specification A674. Hydrants shall be Protectop Type S as manufactured by A.P.Smith Manufacturing Co.,East Orange, NJ;or approved equal. Hydrants shall have a 5-inch train valve seat,a bury length of 5.5 feet minimum,or as required for each individual installation,and shall be furnished with two(2)2 1/2 inch hose nozzles. One(1)additional 4 1/2 inch steamer nozzle shall be furnished on the hydrant when deemed necessary by the Town Engineer. A hydrant tee and valve shall open left,counterclockwise. Gate valves shall be New York Metropolitan Standard meeting the requirements of AWWA Specification C500,and shall have mechanical joint ends. Valve boxes shall be 4 1/2 inch diameter and the cover shall include the word "WATER"cast in the top. Corporations shall be New England Standard and shall be Mueller H-15002,Ford F-600NE,or approved equal. Curb stops shall be New England Standard and shall be Mueller H-15212,Ford Z22-333 SW,or approved equal. Type K copper tubing for water services shall be a minimum of 3/4 inch diameter. Where rock is encountered it shall be removed to a depth of 1 foot below the bottom of the pipe. Only granular material approved by the Town Engineer shall be used as backfill in any trench excavation. E. Sidewalks and Treebelts: The DEVELOPER shall construct sidewalks on both sides of the roadway of such width as is shown on the Definitive Plans. The gravel subbase and base courses shall consist of a 6 inch gravel subbase and 2 inch processed gravel base conforming to Massachusetts Standard Specifications M 1.03.0 Type b,and M 1.03.1 respectively,and said courses shall be wider by 3 inches on both sides than the bituminous surface. The bituminous concrete sidewalk surface shall be 2 inches thick laid in two(2)courses I inch each,and shall conform to the applicable requirements of Section 701 of the Massachusetts Standard specifications. Treebelts shall be constructed on both sides of the roadway to the width indicated on the Definitive Plans. Loam meeting the requirements of Massachusetts Standard Specifications M 1.05.0 shall be placed to a minimum compacted depth of 6 inches. The DEVELOPER shall submit samples of the loam to the Town Engineer for analysis and determination of the amount of lime and fertilizer required. The work shall conform to Section 760 of the Massachusetts Standard Specifications,and the grass seed shall meet the requirements of M6.03.0. A copy of the seed certificate shall be submitted to the Town Engineer. The treebelts shall be watered,reworked,and reseeded as necessary to develop a satisfactory stand of grass. F. Utilities: Street lights shall be installed by the DEVELOPER at his expense and he shall be responsible for the cost of lighting until the street is accepted by the TOWN. Street lights shall be the type adopted by the Utility Committee of the Town Council. All underground utilities and service connections shall be installed prior to the construction of the roadway surface. G. Inspection: The DEVELOPER shall notify the Department of Public Works of the TOWN at least forty-eight(48)hours in advance of the time when he plans to begin or resume work on any of the improvements required by this Agreement. The TOWN will charge the DEVELOPER at the hourly rate established by the Department of Public Works for inspecting the work. No work will be accepted by the TOWN which has not been inspected on a daily basis during its progress. The presence of an inspector shall in no way relieves the DEVELOPER from full responsibility for completing the required work and providing the workmanship and materials specified. H. Shade Trees: On each lot two(2)shade trees shall be planted within twenty(20)feet from the street line and located so as not to conflict with underground utilities and sight distances. At the discretion of the Tree Warden,the shade trees may be planted on the treebelt within the street layout. Trees shall be 2 1/2 inches minimum in diameter,balled,burlaped,native and hardy species as approved by the Planning Board,and shall be planted subject to the direction of the Tree Warden. The DEVELOPER shall guarantee for one(1)full year that the trees remain alive and healthy. I. Clearing and Grading: Clear and grade the site as shown on the Definitive Plans. All areas not to be paved which are disturbed by the DEVELOPER shall be limed,fertilized,seeded,mulched,watered, reworked and reseeded as necessary until a satisfactory stand of grass takes hold to prevent erosion. Any work performed on the banks of streams,drainage ditches or swales shall receive priority. Mulching and seeding for erosion control shall conform to Section 767 of the Massachusetts Standard Specifications. Seed for erosion control shall meet the requirements of M6.03.1. - Where indicated on the Definitive Plans'or deemed necessary l y the Town Engineer to prevent erosion,haybales shall be placed. Hay bales shall meet the requirements of M6.04.1 and shall weigh at least 50 pounds each. Hay bales shall be placed in uniform rows and secured to at least two(2)2" x 2"x 36"stakes driven into the ground to prevent overturning,floatation,or displacement. Any deposited sediment that collects at the hay bale structures shall be removed periodically as directed by the Town Engineer. Lightweight paper netting shall be applied on slopes steeper than 3:1 and on seeded areas shown on the Definitive Plans or as directed by the Town Engineer. The netting shall be secured to the ground with V x 1"x 12" stakes spaced no more than 6 feet apart to prevent it from blowing or washing away. The netting shall be removed when and as directed by the Town Engineer. J. Loam or Topsoil: No loam or topsoil shall be removed from the subdivision until all work is completed,and then only with a special permit from the Board of Appeals as required by Section 20-8(g)of the Town Code. K. Excavations: All excavations within the street layout, and to dwellings shall be barricaded,protected, lighted at proper times,and promptly backfilled as required by the Superintendent of Public Works and the Chief of Police. Any person not directly employed or under contract with the DEVELOPER, who wishes to excavate within the street layout must fast obtain a permit from the Superintendent of Public Works as required by Section 16-4(a)of the Town Code. Right of entry or an appropriate utility easement must be given before a permit will be issued. L. Permits: Each lot line must be clearly marked,and the lot identified by lot and street number,before the Building Inspector will make any inspections. Any sign required to be erected under an Order of Conditions issued by the Conservation Commission shall be maintained in good condition until a Certificate of Compliance is obtained by the DEVELOPER.. M. Protection of Natural Features: All natural features to be preserved shall be suitably protected by the • • , .. DEVELOPER during construction. The DEVELOPER shall notify the Tree Warden at least one(1) week prior to clearing of the site. No evergreen tree,shrub or tree over 8 inches in diameter outside the street layout and building site shall be removed without the consent of the Tree Warden. N. Cleaning U12: Before final inspection,the total area shall be cleared of debris,both natural and materials generated by construction. The particular attention of the DEVELOPER is directed to the requirement that on the day of the final inspection all paved areas must be swept and the drainage structures cleaned. 0. Monuments: All monuments shown on the Definitive Plans shall be set,and their installation shall be certified by a registered land surveyor as of the date of final inspection. Monuments marking the street layout shall be granite or precast concrete bounds conforming to Massachusetts Specifications M4.04.8 or M4.06.1,set flush with finish grade. Iron pipe 1 1/2 inch diameter, schedule 40 galvanized,3 feet long,may be used at lot corners,except where a granite or precast concrete bound is required for marking the street lines. P. treet Arc trance: The DEVELOPER shall submit to the Town Engineer for review the final street layout plans and legal description suitable for recording in the Hampden County Registry of Deeds. The plans and description shall both meet the standards of the Street Acceptance Committee and the Department of Public Works, and shall be revised if required by the Street Acceptance Committee after an on-site public hearing. After completion of all of the improvements required by this Agreement,the DEVELOPER shall submit to the Town Council a Petition for Street Acceptance;and an Affidavit,releasing the TOWN from all damages which the DEVELOPER and his successors or assigns may incur by reason of acceptance of the street by the TOWN;together with the Street Acceptance Plans referred to above. PERFORMANCE GUARANTEE: The DEVELOPER shall furnish to the Town a Performance Guarantee in the amount of$17,500 in the form of a proper bond;deposit of money,or negotiable securities;or irrevocable credit secured by the first mortgage to guarantee to the TOWN the faithful performance by the DEVELOPER within two(2)years after the date of this Agreement,or any extension thereof,of all work required herein. The DEVELOPER shall also repair,to the satisfaction of the TOWN,any damage to or failure of any completed work which may occur during the term of this Agreement. Any surety accepted by the TOWN under this Agreement must satisfactorily protect the TOWN'S interest,and said determination shall be made by the Town Treasurer. It is expressly understood and agreed by the parties that any and all security required under the Performance Guarantee will be applied as damages for the benefit of the TOWN for failure of the DEVELOPER to satisfactorily complete its obligation hereunder;and its is further understood and agreed by the parties that the TOWN specifically reserves its right to seek any additional damages incurred by the TOWN and not fully protected by the security under the Performance Guarantee. If the DEVELOPER fails to perform the work within the time specified and in accordance with the terms of this Agreement or, in the event that the DEVELOPER shall not satisfy all claims and demands incurred in connection with said improvements and work as herein specified,the DEVELOPER shall pay to the TOWN an amount of money which will equal the measure of damages sustained by the TOWN as a result of the failure to perform the work. The measure of damages shall be established by determining the lowest reasonable cost to complete the work unfinished plus reasonable administrative expenses,attorney's fees and legal costs incurred by the TOWN in case of breach of this Agreement by the DEVELOPER. The TOWN need not expend any funds to establish the said measure of damages,said measure of damages to be established by reasonable estimate to complete the said work plus the said administrative expenses,attorney's fees and legal costs herein mentioned. The DEVELOPER further warrants that all work done under this Agreement will be performed and completed in a workmanlike manner,and that the said work will be fit for the use intended. NOTIFICATION OF COMPLETION: Upon completion of all work required herein,the DEVELOPER shall notify the TOWN,by registered mail sent to both the Town Clerk and the Planning Board,that the work is ready for final inspection with respect to the release of the Performance Guarantee. Release of the Performance Guarantee is contingent upon all work being completed in accordance with the Construction Standards and Required Improvements included herein. IN WITNESS WHEREOF,this i�trument is ex uted in fou (4) counter parts,each one of which shall be deemed an original this the�L_`__' day of ,20� ATTEST: DEVELOPER. CHARLES R. CALABRESE y (witness to developer) tharles R. Calabrese,an individual A EST: TOWN TOWN OF AGAWAM,MASSACHUSETTS C ARD Nl.tHEROUX TOWN CLERK PLANNING B I J DATE: oeUc)S APPROjEL O FORM: TO • i Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 u Mpy` Tel. 413-786-0400 Fax 413-786-9927 August 22, 2005 Planning Board Town of Agawam 36 Main Street Agawam, MA 0 100 1 RE: File #8340 Dear Planning Board Members: Please be advised the Treasurer's office is in receipt of a bond in the amount of$17,500.00 for the lots identified by parcel identification numbers M 12-3-1 and M12-3-2 assessed to Charles R. Calabrese and Meadow Street LLC., respectively. Please note that this amount is lower than the $20,000.00 approved by the Planning Board on February 3, 2005. Very truly yours, aurel Placzek Treasurer- Collector LP/pb RECEIVED AUG 2 3 2005 PLANNING BOARD 0 0 TOWN OF AGAWAM AG ,L INTEROFFICE - � MEMORANDUM Apa� a�Ay To: Planning, Building, Charles Calabrese CC: File From: Engineering Date: August 15, 2005 Subject: James Ave—Calabrese—Bond Setting—SP- 452 Per your request, we have prepared a bond amount for the extension of James Ave and the proposed Calabrese Duplex. The value of uncompleted work(bond withholding amount) is $17,500 (Seventeen thousand five-hundred dollars). If you have any questions, please do not hesitate to contact our division. Sincerely, Georgan 'e J. Hoyman, Y.E. Michael C. Chase Town agineer Asst. Town Engineer iv H:TNGINFEMM452 JAME5 AVE-CALABRESOSOND SETUNGPOC BOND SETTING - CALABRESE - DUPLEX - JAMES ST MOST PRICES LAST UPDATED ON 4/10/2003 ITEM# ITEM UNIT QUANTITY UNIT PRICE COST AREAS USED 101 CLEAR& GRUB AC 0.00 $ 8,600.00 $ - ROW-NOT INCLUDING EAST SIDE WITREES 142 TRENCH EXCAVATION CY 105 $ 5.10 $ 536 CHECK TRENCH IN SPRING 151 GRAVEL BORROW CY 42.00 $ 12.42 $ 522 SUB BASE(8"STREET) 402 DENSE GRADED CRUSHED STONE CY 21.00 $ 29.80 $ 626 BASE(4"STREET) 752 TOPSOIL REHANDLE CY 56.46 $ 7.39 $ 417 TREE BELT AREA-DOES NOT INCLUDE SOME OF EAST SIDE 765 SEEDING SY 338.78 $ 0.99 $ 335 TREE BELT AREA-DOES NOT INCLUDE SOME OF EAST SIDE lip 170 Fine Gradin And Compacting SY 189.50 $ 1.86 $ 352 STREET AND TRENCH GRID & COMPACT SUB SY 189.50 $ 4.00 $ 758 STREET AND TRENCH GRADE & FINISH OTHER SY 358.50 $ 0.89 $ 319 STREET(TREE BELT(NOT EAST SIDE) 376 HYDRANT EA 0.25 $ 2,083.85 $ 521 ADJUST HYDRANT HEIGHT-ONLY HOLD 25% 350.06 6" GATE& BOX EA 1.00 $ 541.00 $ 541 LOCATEIADJUSTIREPLACE IF NEEDED 3/4" HOUSE SERV EA 1.00 $ 367.00 $ 367 ACCOUNTS FOR ALL(EXCIPIPEIETC.) 210 SEWER MANHOLE EA 0.25 $ 2,117.65 $ 529 FOR TESTING(VACUUM TEST REQ'D) 4" PVC HOUSE SERV EA 1.00 $ 1,500.00 $ 1,500 ACCOUNTS FOR ALL(EXCIPIPEIETC.) 4" PVC Clean out EA 1.00 $ 40.00 $ 40 OVER too FEET LONG=REQ'D 222.2 Frame and Cover/grate-SMH/DMH/CB EA 0.50 $ 277.91 $ 139 ONLY 50%FOR RESET AND CONC.COLLAR 420 BIT CONC BASE TON 32.00 $ 44.48 $ 1,423 STREET AREA 3.0"DEEP 460 BIT CONC FINISH TON 31.99 $ 44.48 $ 1,423 STREET AREA 1.5"DEEP 464 TACK COAT GAL 31.22 $ 2.57 $ 80 0.1 GAL/S.Y. (STREET) 570.2 BIT CURB LF 74.00 $ 4.00 $ 296 CAPE COD ON WEST SIDE ONLY STREET CLEAN LS 1.00 $ 500.00 $ 500 LUMP SUM FOR STREET 482.3 Sawing Bit. Conc. LF 160.00 $ 1.50 1 $ 240 FOR EP AND TRENCH mobilization LS 2500 $ 1.00 $ 2,500 SUBTOTAL $ 13,965.07 ENGINEERING&CONTINGENCY- 10% $ 1,396.51 ESTIMATED CONSTRUCTION COST $ 15,361.58 TOTAL $ 15,361.58 ENR INDEX CHANGE-2003-Dec.2004 TOTAL X 1.124 $ 11,266.65 SAY $17,500.00 Planning .Board, ,,r r TO: Town Treasurer Date 2-3-05 Subject : Performance Bond File N0.8340 At an officially called and posted meeting held on 2-3-05 the Planning Board -voted 4-0 in favor of setting 020, 000 as the amount required to be filed with- the Town Treasurer to cover.performance for a period of two years by developer otherwise known as Cbarles Calabrese for project known as James Avenue This is to cover. lots # 60/62 James Avenue The Board reserves the right to. review the bond amount time the ap a s s to post security. r / arming oard chairman 1-59-7/74-200 o� Town of )Igaw.am' 36 Main Street Agawam, Massachusetts 01001-1837 y MPy`1 Tel. 413-786-0400 Fax 413-786-9927 ATEQ En February 7, 2005 co Charles R. Calabrese 10 Woodside Drive Agawam, MA 01001 Dear Mr. Calabrese: At its duly called meeting held on February 3, 2005, the Agawam Planning Board voted to approve the construction plan entitled "Proposed Grading Plan & Pavement Extension flan, Agawam, Massachusetts, Charles R. Calabrese, 10 Woodside Drive, Agawam, Massachusetts"prepared by D. L. Bean, Inc.-and dated November 25, 2004 and revised November 29, 2004. In other business, the Planning Board voted to approve the following waivers-of the Agawam Subdivision Rules and Regulations since the remainder of James Avenue'do not include these items. 1. Sidewalks 2. Treebelts 3. Curbing 4. Cul-de-Sac If you have any questions_, please do not hesitate to contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Chairman Agawam Planning Board cc: CIerk, Engineering, D. L. Bean, Inc., File 0 0 Memo to the Agawam Planning Board In Response to your last meeting, I am requesting the Planning Board to waver the following items on the 22 foot extension of James Avenue. These items are curbing, sidewalks, and tree belts. The pervious 300 feet of James Avenue include none of the above. Sincerely, FED 0 3 • • To wN OF AGA wAm INTEROFFICE r J r 0 EMORAND UM MP To: Planning Board CC: File From: DPW Date: January 10,2005 Subject: James Ave. Private Way Road Extension Mr. C. Calabrese has requested a building permit to construct a duplex at #60/62 James Ave.. The DPW and Engineering Division have worked with Mr. Calabrese on the development of a grading and roadway extension plan. This DPW approved plan describes the extension of James Ave. in front of this new residence approximately 70 feet to the south from the existing edge of pavement. The roadway construction has not been completed. In order to approve a building permit application, a bond must be posted by the developer to ensure that the roadway improvements are completed. Attached you will find a memo which sets the bond amount. If you have questions, please do not hesitate to contact our division. Sincerely, Ge � 'rganne . Hoy d an, P.E., John P. Stone, F.E. Tc vn Engineer DPW Supt. S:ISPW52 James Ave-Calabresc\SP452 James Ave Bond.wpd TowN OF AGAwAm If oil MEMORANDUM y Co9� `1 °RATED Mpy To: John P. Stone, Planning CC: File From: Engineering Date: January 10, 2005 Subject: James Ave - Calabrese Duplex - Bond Setting Per your request, we have prepared a bond amount for the extension of James Ave and the proposed Calabrese Duplex. The value of uncompleted work (bond withholding amount) is $20,000 (twenty thousand dollars). A list of the remaining items has been attached to this memo. If you have any comments or questions, please contact our division. Sin erely, Sincerel G Geo ganne Peer oy an, P.E. Michael C. Chase, E.I.T. To n Engi Assistant Town Engineer H:IENGINEERISP1452 James Ave-Calabreselbond.wpd BOND SETTING - CALABRESE - DUPLEX - JANIES ST MOST PRICES LAST UPDATED ON 4/10/2003 ITEM# ITEAZ UNIT QUANTITY UNIT PRICE COST AREAS USED 101 CLEAR & GRUB AC 0.07 $ 8,600.00 $ 559 ROW-NOT INCLUDING EAST SIDE WrrREES 142 TRENCH EXCAVATION CY 105 $ 5.10 $ 536 CHECK TRENCH IN SPRING 151 GRAVEL BORROW CY 84.25 $ 12.42 $ 1,046 SUB BASE(B"STREET) 402 DENSE GRADED CRUSHED STONE CY 42.12 $ 29.80 $ 1,255 BASE(4"STREET) 752 TOPSOIL REHANDLE CY 56.46 $ 7.39 $ 417 TREE BELT AREA-DOES NOT INCLUDE SOME OF EAST SIDE 765 SEEDING SY 338.78 $ 0.99 $ 335 TREE BELT AREA-DOES NOT INCLUDE SOME OF EAST SIDE 170 Fine Grading And Compacting SY 379.11 $ 1.86 $ 705 STREET AND TRENCH GRD &.COMPACT SUB SY 379.11 $ 4.00 $ 1,516 STREET AND TRENCH GRADE & FINISH OTHER SY 717.89 $ 0.89 $ 639 STREETITREE BELT(NOT EAST SIDE) 376 HYDRANT EA 0.25 $ 2,083.85 $ 521 ADJUST HYDRANT HEIGHT-ONLY HOLD 25% 350.06 6" GATE & BOX EA 1.00 $ 541.00 $ 541 LOCATEIADJUSTIREPLACE IF NEEDED 3/4" HOUSE SERV EA 1.00 $ 367.00 $ 367 ACCOUNTS FOR ALL(EXCIPIPElETC.) 210 SEWER MANHOLE EA 0.25 $ 2,117.65 $ 529 FOR TESTING(VACUUM TEST REQ'D) 4" PVC HOUSE SERV EA 1.00 $ 1,500.00 $ 1,500 ACCOUNTS FOR ALL(EXC/PIPEIETC.) 4" PVC Clean out EA 1.00 $ 40.00 $ 40 OVER 100 FEET LONG=REQ'D 222.2 Frame and Cover/grate-SMHIDMHlCB EA 0.50 $ 277.91 $ 139 ONLY 50%FOR RESET AND CONC.COLLAR 420 BIT CONC BASE TON 63.98 $ 44.48 $ 2,846 STREET AREA 3.0"DEEP 460 BIT CONC FINISH TON 31.99 $ 44.48 $ 1,423 STREET AREA 1.5"DEEP 464 TACK COAT GAL 31.22 $ 2.57 $ 80 0.1 GAVS.Y.(STREET) 570.2 BIT CURB LF 74.00 $ 4.00 $ 296 CAPE COD ON WEST SIDE ONLY STREET CLEAN LS 1.00 $ 500.00 $ 500 LUMP SUM FOR STREET 482.3 Sawing Bit. Conc. LF 160.00 $ 1.50 $ 240 FOR EP AND TRENCH . SUBTOTAL $ 16,031.59 ENGINEERING&CONTINGENCY- 10% $ 1,603.16 ESTIMATED CONSTRUCTION COST $ 17,634.75 TOTAL $ 17,634.75 ENR INDEX CHANGE-2003-Dec.2004 TOTAL X 1.124 $ 19,821.73 SAY S20,000.00 r 50.00' 107 106 10 EDGE- OF � EXISTING WOODS 70,6 0 / 105 .104.5 - \ \ 7 C) , 0 a � PRC P013E \ D P LEX 108.00 \ G� EXISTING �\ I BET. CONC. DRIVE Q OVER—.HEAD WIRES PERMANENT PAVEMENT - —' EXISTIIN > _� APPROX. LOCATION REPLACEMENT DETAIL HYD. — SAW cud_ O yam, OF EXISTING WATER MAIN � S � .. � FOR Pr�osEQ N.T.s: i \ } PROPOSED C.C. BERM �� SANITARY S WER SERVICE t t rx� BITUMINOUS CONCRETe TOP CaURSE ✓ �QA� / f ; r -- W_ -H 3 112' SITUMINOUS CONCRETE SINGER COURSE NOTES: � 1/ � W _ � 105.7 PERMANENT SAW C 1. TEMPORARY PAVEMENT OVER-TRENCHES IN STREET TO REMAIN r �} FOR A MINIMUM OF 80 HAYS, TEMPORARY PAVEMENT 3' BINDER \ /,J�. NEW A�EI4+E T l : ' O� S TEMPORARY COURSE IN ONE UFC -- COLD PATCH KNOWN AS "OPR" MAYBE USED y,MET WATM C ►7E r. _� SAWCl1T WHEN TYPE 1-1 IS UNAVAILABLE. (� () SEA _ / -T- Y T X 10 5.8 Exlsn G JACK HAMMER OR sAwctlT !PAWM vcUr NEWPAf1EMEhyr ~ D Q .¢ ,0s•IS 0�. '!EXISTING PAVEMENT EDGE FOR "TEMP. PAVEMENT INT 2 PAVEMENTTEMPORARY PAVEMENtT AND REPLACE WITH PERMANENT � � E EDGI' OF PAVEMENT E 3. PAVEMENT THICKNESS TO BE 5' MINIMUM, OR GREATER TO MATCH \ Ul POLE" 4 SMH EXISTING CONDITIONS. \ RIMT 105 J69 ,t2 PROCESSED GRAVEL BASE COURSI ' COMPACTED IN 6' LIFTS. 4. wHERE PAVEMENT IS CUT 2'-0' OR LESS FROM EDGE OF ROAD, EDGE O.F. (FLOWABLE FILL (FULL i�EPI}d) MAY BE . REQG BY PW SUPT. REPAVING TO EXTEND TO EDGE OF ROAD. EXISTING WOODS 5. EDGE OF EXISTING PAVEMENT SHALE. BE TREATED WITH A TACK JAM IE S AV E N U E 12' COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. NSPLAGED &. EXCEPT AS OTii1 RY�iSE D4RECTEl1 BY THE Q.P.W. SUPT., THE EDGE PAVEAI NT OF PAVEMENT A17JACENT TO PATCH SHALL BE HEATED WITH COMPACTED IN 12' UFTS INFRARED EQUIPMENT TO SEAL THE JOINTS. TYPICAL ROADWAY SECTION N.T.S. ROW Lai CONST. Z 1/2_TRAVELLED WAY -- j2 TRAVELLED WAY--- -0 /► (1/2 PAVEMENT WIDTH) - PROPOSED GRADIN PLAN 0 PAVEMENT EXTENSION PLAN GRADE AG AM A T(3 157. �....-1/GRADE4- It 114" IN/FT TO E%5S ��t f '""��r • � � ;j�q; C r is '•. MAINTAIN 1 Q > yaL ,�.,.� CHARLES R. CALABRESE SEPARATION 10 WOODSIDE DRIVE MINIMUM THICKNESS FOR PAVEMENT BETWEEN UTILITIES AGAWAM MASSACHUSETTS BITUMINOUS CONCRETE GRAVEL BASE & GRAVEL SUB—BASE ��" ; _::. DATE: SCALE: 1 "=20' NOTE: '-i`r'� ' : 'Y . TYPE SURFACE BINDER BASE BASE SUB—BASE 10-�25w—Z004 CHECKED: IIII E.S. OF COURSE GO.URSE (INCHES (INCHES) (INCHES) SEWER LATERAL TO HAVE A MINIMUM � ,� �r.., j�.�� v:»�-2s-2oo4 C.A.D. SHEET °N0. STREET (INCHES) . (INCHES) u DENSE GRADED CRUSHED M .03.0 TYPE e 4-'OF COVER. WATER LATERAL TO HAVE 4.0 %t T.J.A. 1 OF 1 s ONE (M 201 .7) (3" MAX.) A MINIMUM 5' OF COVER, PLACE low 1 .5 4.0 8.0D . LBEAN INC. SURVEYORSA 3.n *0 SCHOOL STREET WESTiFIELD- MASSACHUSETTS ENGINEERS gnomon 47