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JOHN LOQUORI CONSTRUCTION CO. INC. JOHN LIQUORI CONSTRUCTION CO. ING: White/Red Oaks Estates #$63 � a7117 JOo 17 i 0 rd Peizdafft STOCK No. 7521/3 MADE IN U.S.A. i i 1 p4w TO: Town Treasurer 1983 APR 25 � Date lar 1 1 83 PSI QO • 7� - -�- Subject : Performance Bond Pile No. 761 At an offis1�11y called and posted meeting held on 3 17/83 the Planning Board voted 3 abst. in favor of setting39000Q � . as the arnoubt required to be filed with the Town Treasurer to cover performance for a period of two years by - otherwise known as J. A. T. Corporation for project known as Forest Hill Road Sub-division This is to cover lots # 1, ?, 3, 4, 5p 6, 7, 8, 11, 12, 13., 14, & 15 The Board rese ves they right to review the bond amount at the tIpp the appl nt des es Go post secu ty� J - :_ - f Planning Board Chairman 1-59-7/74-200 �._ J U PlanM� 0, A . f, TO: Town Treasurer J4W ,s 3s Date i 2/21/81,,,, Subject : Performance Bond File No. 921 At an officially called and posted meeting held on 12/3/81 the Planning Board voted 2-1-1 in favor of setting $ 4, 500. as the amount required to be filed with the Town Treasurer to cover performance for a period of two years by Liguori Brothers otherwise known as J.A.T. Corp._ _ for project known as Forest Hills Tl This is to cover lots # 1-15 -_Valley Brook Road_& Pro_vin .Mountain Drive The Board reserves the right to revie the bond amount t h time t appll4aftn desi Yspost securit —Vh crc Planning Aoard Chairman zr V 1-59-7/74-200 v --------- Board TO: Town Treasurer 1987 MAR -9 ArJ .9; Date3-A-82 SubJect : Performance Bond File No. 927 At an officially called and posted meeting held on 3-4-82 the Planning Board voted 3-1-1 in favor of setting $ 600.00 as the ' amouht required to be filed with the Town Treasurer to cover performance for a period of two years by � z,..,+Herd otherwise known as LA-T _LUC, for project known as Forest Hills II This is to cover lots #__ ,9 & 10 Valley Brook Road The Board reserves the right to review the bond amount at the time the F appli t desire b post secur Planning Board Chairman 1-59-7/74-200 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - .. r FA TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 Tel. 413-786-0400 o��ATED Mpy� PLANNING BOARD October L8, 1984 Mr. Thomas Liquori, President Nu-Way Builders Inc. P.O. Box 379 Agawam, MA 01001 Dear Sir: At a duly called meeting of the Agawam Planning Board held on September 24, 1484, the Board voted to approve your plans under "Subdivision Control Law Not Reauired" , for a parcel of land located on 13ames Street. Plans prepared by D. .. Bean Inc. , Westfield, and dated October 9, 1984, Very truly yours, i � n Ck Cn o n= CRC/nes ' r*n krn GJ cc : Town Clerk Assessors r~q File #1618 n- u� M � 7 FORM A APPUCAIION FOR ENOORSDIENT ' PLAN tifff- E11 NOT 'M HE' UIRE APPR AECT 142 File one c{mnpleted form with thm Planning board arol oae copy with the Town M4 in aceordanee with the requiremrata of Sarni o U-8. Adrwam, himm. ..OFXR4V' ,. . ..... ISM ... To this Planaing Board: The mnders4poil, believing that the aeeosppanying plan of Ale proptiv is the Town of Agawam -does not annethute a subditirion within the meaning of the SubdivUlon Control Low, herewith submit# said pliui for a detervakatison and endoreemeat that Plannin; Board appruni under the SUMV 100 9.a" Law k not required. f ]. Name of Ap liasaa .,Thomas.Liquori. - President . t . • ..•.a. .... ........• .•...�.......aa•..1........e........•1...a . Addrey . ..Nn-Fig.Builders, .Inc. - P.O. Box 379 - Agawam, Ma ..... ...... •...... ......................•....... ..}•....��...• . 2. bldA8 of Surveyor .(}�'1+:. i`iY:l..�. Ci. .. .. ..�.a..►....r.l...H•�•••..•......�....• , o3 Main street - Westfield, Ma den County {� I. 1)eYd of g:ropetty reeordad ip ..•B�k' ........ .........#.............o...r 0........... "R 1 Rook 5547 •, P 177 #. rogation and Daoription of Prap*;V# Property located 500' north frog th.a northeast corner of the intersection of James Street with North Street containing 20,000 s e fg�t� �• 904M t4 prop64al 14 WS /t'aGb> 410194,p Plan shows the division of Lot #6 into 6A and 6B. 6A conforms to the present toning and 6a is to be attach- ed to Lot #3. ATTACMGNTS: TWO ORIGINALS AND TWO COPIES OF PLAN BY CERTIFIED LAND SURI'E"YOR. Signature at Owner E BOARD OF APPEALS 1984 ` nie following members attended the 7:30 PA, tix:g: Ronald LaRiviere, Acting Chairman Ronald Hebert,, Acting Vitae Cheirmm Anthony Grimaldi, Acting Clerk A tMms L&Owrl 18 !Lfwma S t ..'Can 1 A hearing was held on Thursday, March 3.t .1984 tor the frE't = � of Thomas Liquori who is seeking relief fr(t Section 20 Paragraph 25 of the Zoning Ordinances to allow the creatiolk oil a lot with Less than the required frontage at the proximm, � ;r as 18 James. Street. The meeting .was called to order at 7'30 POMO. by h4ting ? 3s s LaRi.viere.wi.th the following members in attendmmoi R Hebert, Acting vice Chair wn and AnthoiW Grimmadi, Asti* ,, 1e 1t. Mr. Liquori stated he wanted to construct a drivewsy from ' , Lot #3 that would come out on James 3treet, not North S' reot« The lot presently has a home and garage on it: . These we" built prior to our current zoning laws. The Winder of 1Ot8 all conform to frontage requirements. The need for this .driv*vay on to James Street is for safety reason Frank Jenks of 21 James Street stated. -fit James Street U 0ay 35 feet wide and saw no need for another driveway to came oar .to James Street.. lie also stated that James Street is in per` rdp&ir,. Kathleen: Turnbull of 31 James Street was concerned that tbo driveway would create a greater water runoff problem. Jonathan B. Normand asked how many lots would be. connected to . sewers. Mr. Liquori said Lots #1, 2 and 3. Ernest Swanson of 254 North Street asked if the exL tin,g home on Lot #3 would be improved. Mr. Liquorl stated he eras to make major improvements. Mr,, Liquori also sti@LW planned on starting construction in the 'i *: Since there were no more questions asked of Mr. Liquori, the Chair closed the hearing at 5:10 P,M, Res t ly ttbadtted., Anth t&,tdi Acting Clark Minutes received: Mar. 20, 1984 Minutes typed: Mar. 26, 1984 ftnutes to Mr. Thero= Decision received: Decisiontyped: Decision to Mr. Theroux: Decision mailer WA . nle following gibers attended the S:00 P&M. wetings Ronald. Lt tiviere, Actina Chairman , Ronald '3ebert,, Acting Vice Chairman Anthony Grima.0 i.,. Acting Clerk ,® A eal oiE Robert F $ 1.2 i C$xe T .F' A. hearing of the Zoning Board of Appeals tam; bold on �� r March 1, 1984, to hear the appeal of Robert F Lloyd; is seeking relief from Section 20, PmPb , ? b of tho Ordinances having less than the rear yardrequirements. The hearing was opened at 8:1? P.M. by th* Chair a read the legal notice and by outlining the format of the bearIng, The members who were in attendance were: Road LaRiv14", : Acting Chairman; Ronald Hebert, Acting Vice Chairman; and Anthony Grimaldi, Acting Clerk. Mr. Lloyd spoke in his own behalf. He stated that an error was made in re€din the plot plan. The side yard measurement appeared to be 91.99 westerly, *,en in actuality it was 71.69 westerly. Mr. Lloyd further stated that he has :Wade an attempt to b - the land needed from the Valley Community Cbxu'+ch, How r by deed they are not allowed to sell i:my land for reside; ai , use -- if sold the laznd would revert back to the origin. Ater. The Chair read into the record a letter it received from Rev. James 41. Potter, Pastor of the Valley Comunity Church. No one spoke in opposition to Lair. Uoyd. The hearing was closed at 8:32 P.i.€. ;�Ie t y tted, n o ar Acting Clerk Minutes received: Mar, 20, 1984 Minutes typed: Mar. 29, 1984 Minutes to Mr. Theroux: Decislan received: Decision typed: Decision to Mr. Theroux: Decision mailed. /0 6a TOWN OF AGAWAM �,� m MASSAC14USETTS �.,a ': pit BOARD OF A"EALS APR '9 r 1191+ p DECISION OF BOARD OF APPEALS D� Dow Apri_1 21 1484 Petition of Premises affected I8 jamaa Strwzat Cast #1062 A public hearing was held on Thursday, March 1, 1984, in the Annex Building of the Town Hall open to all persons interested in the appeal of Thomas Liquori who is seeking relief from Section 20, Paragraph 25, to allow the creation of a lot with less than the required frontage, identified as 18 James Street. A review of the facts presented at the public hearing, coupled with an on-site inspection, allowed the Board to conclude the following: 1. James Street is a very narrow, unimproved and un- accepted traveled way, approximately �51 wide, with a mix of residential housing. 2. The existing homes on the westerly side of James Street are located close to the edge of the roadway. 3. A street acceptance plan was designed and formulated in 1970 but never adopted. The proposed width of James Street was to be increased to 501 . If such a plan were again adopted, the land taking would have to come from the easterly side of James Street where the petitionerts land is located. 4. The petitioner has purchased approximately 2.86 acres of land upon which sits a small house and garage, both in severe state of disrepair. 5. The petitioner desires to divide the acreage into silt building lots, each of which will meet or exceed the square footage requirements for the zoning district in which it is located and all but one lot will meet the frontage requirement for the zoning district in which it is located. It is for this one lot that the petitioner seeks relief from Section 20, Paragraph 25. 6. One of the proposed lots upon which the existing home and garage sits, Would be _ locate-d to the .rear, 7-and would be serviced and accessible only by a proposed 25' wide right of way fronting on James Street. The petitioner TOWN OF AGAWAM ���, : �, µ. �1W MASSACHUSETTS ; ,r BOARD OF APPEALS "4 APR -9' 03 D M� DECISION OF BOARD OF APPEALS Dow Am'1 2—1984 _ Premises affee6ed 18_James Street Case #1062 Page 2 - intends to clean and refurbish the existing dwelling and garage to provide a home for his son. It is for this lot that the petitioner is requesting relief from Section 20, Paragraph 25. In considering any application for variance from the applicable zoning, a Board of Appeals must consider many factors and variables. Among those questions to be considered are, would the granting of the requested relief be of detriment to the surrounding neighborhood? Would the public good be impacted in a negative way by the granting of the requested relief? Would the granting of the requested relief be in conflict with the original intent and purpose of the zoning by-law as it is written? Would the health and general welfare of the public good be in jeopardy should the relief be granted, .and finally would a literal enforcement of the zoning by-law impose a hardship upon the petitioner? Would the granting of the requested relief be detrimental to the surrounding area? Clearly it would not. The area is comprised of residential homes, many of which are located on lots smaller in size than those proposed by the petitioner. Several of those homes are located close to the existing roadway with less of a setback than the homes the petitioner will. construct. James Street itself, as mentioned earlier, is an unaccepted street approximately 251 in width, It should also be noted that the petitioner can go ahead and begin construction on five of the sic lots simply by going ahead and securing the necessary building permits. The construction of the proposed homes would all be at the very riu�ing of Jaipes Street and would result in a minimal aAount of %d onal. traffic traversing the entire length of James Street. It is the opinion of this Board that the immediate abutters to the parcel in question. would benefit by the renovation and upgrading of the existing home and garage, a home and garage now unoc ied and in extremely rundown condition, and which could become aubject to acts of vandalism, provide a gathering place for youngstera and present a potential health and fire hazard. It is the intention of the pUie Hoard er feels that sufficientpconditions could be ome for his .Son, TOWN OF AGAVVAM , MASSACWUSETTS 4 t . ', 'y, P' - . BOARD OF APPEALS 1904 APR --9 AN ID 04 pM DECISION OF BOARD OF APPEM S Dw, Aril 2 1284 PRW00 of Thomas Liquori Premium aff e 18 James Street Case #1062 - Page 3 - incorporated into a variance to insure that the public good is protected. Therefore by unanimous decision, this Board votes to grant to the petitioner the relief requested, subject to the following conditions: 1. Petitioner shall submit plan to the Planning Board for approval under Form A procedure, ''Sub-division Control Not Required". Such plan shall be identified as follows: Preliminary Plan of Lots, Agawam, Mass. , dated August 4, 1983 by D. L. Bean, Inc. 2. The petitioner shall record a plan identified as "Preliminary Plan of Lots, Agawam, Mass. , dated August 4, 1983 by D. L. Bean, TLnc. , with the Hampden County Registry of Deeds. 3. The variance shall apply to Lot #3 identified on above plan, and also known as number 18 James Street. 4. That when laying out the lots consideration be given to setting back each house a minimum of 55t on those lots in Residential A-2 zoning area., and, a minimum of. 60r on lots in Agricultural zoning area. This will insure that in the event of a 25t land taking to widen James Street, the proposed houses will be in conformity with setback requirements. 5. That consideration be given to exceeding the minumum side lot requirements for the houses to be built on ?pots #2 and #4 as identified on the plan referenced in Condition #1. 6. The petitioner shall record a copy of the "Notice of Variance" form provided by this Board with the Hampden County Registry of Deeds. 7. The petitioner shall meet all other requirements of the zoning by-laws, TOWN OF AGAWAM ;�� MASSACHUSETTS DPP _� BOARD OF APPERS Alf j ... � 04 p MA 1� DECISION OF BOARD OF APPEALS Do* April 2. 1984 Peogon of Thom s Liguori p.j... .S cked 18 James Street Case #1062 Page 4 8. All of the above conditions as well as any other conditions which may be imposed by the Building Inspector will have to be met prior to a building permit being issued. r TOWN OF AGAWAM 36 '11AI\ STREET AGAWAM, IASSACHUSETTS 01001 Tel. 413-i 86-0400 PLANNING BOARD September 6, 1984 Mr. Thomas Liquori Nu-aiay Builders 618 Cooper Street Agawam, MA 01001 Dear Mr. Liquori: At a duly called meeting of the Agawam Planning Board the Board voted to approve your plans under "Subdivision Control Law Not Required", for a parcel of land located on Bristol Drive. Plans drawn by D.L. Bean, Inc., Westfield, MA. Dated September 3, 1984. J11- Very truly yours, AG PLANNING RD APB/sie cc: Town Clerk Assessors File #1607 To TOWN OF AGAWA s bfts T5 PJ 2' 30 0 FEB 31983 s, No. .....�a..�a.t. ............. Files ..�::3:;..�.r.I Azawam.Ma .. Hearing : APPLICATION TO BOARD OF APPEALS FOR VARIATION FROM THE. REQUIREMENTS OF THE ZONING BYLAW Applicant: ...'.�... ". ....................... Address: :...................... Application Is hereby made for a variatton fmm the requirements of Section. ....... Pa%grA*. . of the Zoning Ordinance. q�. Premises affected are (s) known as NUMBER . Lot.#3•• Street; !� ."'�.........(b) ... .......teat � distant from the corner of ...North ................Street .a Description of proposed BuRding Eemting 24 1. Sire of building:.............., ..feet .front: ..r!•+....... .feet deep. } Height: .....1.........storiea•. ......:.'.a..... .feet. =° iw Occupancy or Use: (of each floor) ... .............:........ ......•• ..•.• ............... ....••• ••. 3. Building Zone District: .................49........... 4. Date of Erection: .",�%U ............................... .............•••• •••••••. b. Has there been a previous appeal, under zoning, on`these premises: ........•••. IL Description of proposed work or use: ...................... ........................................... ............... . ............ .. . U"A.............................. ....... ..................................•.... -Ake .......... ..... - ..................... ................................... .................{, Fk ......................................... .......... ... ........ ...... h# 7. The prhncipal reasons upon which I base my application are as follows: ................................................... ..... W.*A...W1p.#W0.l Yam. ..�`.!!r!I!i 4w.+JlCOW.-UTA J l. ......... ..... .S e, relirail r'.. ' :?.P. .. ►4 . ..= 1;1s-fs+ •„1.�.:. @811 �c...dSted.......... r ..................................................................................... ................ ..... ... .•.....•....• ...................................•. ..................• .................... .................♦ y .:.i ...............• ............................. ................ • ..................- ..................... .. ..... .... ..... .....• Skmatma of owner or his Aunt Notice:This application must be filled out in ink or typewritten. . I THIS SIDE TO BE FILLED OUT'BY THE ASSESSOR'S OFFICE Fol?:sing is a list of namw and addresses of owners of the fee; ci all prgmAy frowtang on the same:awe of the strm ' and which lies within 4W feet of each side of the IwA in question irrespective of street intersectionw and the owners of the 8 . properties in front and in the rear of the land in question: Names: . .. .... Addresses: .........y:...... ... .......................... ............ ................................ ........... ............... ... .. ......... ? ..... ................. ............ . _ ••.• .......................... •..•....... .• ••.r. ♦.. ....... ...•.• . ....• ...................... ................ •........ ............... .••.• - ..•......• ... ....• ......................• • • ••........................................... .......................... ....... .................... r; ................................................. ..... • .:.r ..... .................... .•.. ......................... ...................... .............. .......................... ..... .............. .. ...... ....... •\...•......... • .. .....• .....•..... .• •.......• • .... ....• •• •• . .. ............ ................................... ...• .......................... ..1. ' ............. ..................... .........• .• •.... ... ..•..•.•.••.. 'r.�... •.. - ..•R• •............. w. . - • • ....... - .....................• .••...••.. ... •........... •. •....• •.. • w.i.....•......• - . •.• ................• •..• - •..^!..• ...•• •••.........•...•.......r•.. • ..• •.... .. •. •. ...... .....• .. t� FA101 9� TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 Tel. 413-i 86-0400 ��gTED spy PLANNING B0kRD- April 19, 1984 Thomas Liouori NwmWay Builders P.O. Box 379 Agawam, MI 01001 Bear Mx. Liquorl, At a duly called meeting of the Agawam Planning Board held on Aaril 19, 1984, the Board voted to approve your Mans under "Subdivision Control law Not Required" , for a parcel of land located on japes Street. 21airs drawn by D.L.Bean inc. , and dated April 12, 1984. Very truly yours, AGAW i LA M Iis G BO OL .OD co : , N - C7 - cc: Town Clerk Assessorsi File 11575 CP w � N J i 5- FORMA A_P_P11C.A'TION FOR uNmoRsEmENT ! 13F PLAN iidAVED NOT 1-0 REQUIRE APPROVAL File one completed form with the Planning Board and one copy with tho Town Cleric in aeeordance with the requirements of Section 11 B. Agawam, Maas. April 18 ........ 1984 ... To the PlanAing Board The undersigned, believing that the aeeoippanying pLan of his property ix the Town of Agawam uoev not constitute it subdivision within the menzing of the Subdivision Control Law, herewith submits said. plan for a determination and endorsement that Planning Board appreral under tAe Subdivision Control Law it not required. 1. Yrm:. of Applie:snt . '^homers Liquori.- President , .....•........... ... . Address Bui.lgers, inc;—P.fl. Sox 37 J.7.1�ciaty4m,.;�la. ... of ::ur,reyor .1.. scan, Inc. .. . ., AAdress 33 ,Iain Street Westfield. ,:ia... .. ... .. F .. . . .. . . .... 3 Dead of property recorded in . .riac!pd. . Count .. ..... . 24olc .5. `�. ... . . . .. Page . . ./.7.7................ .................:..... . 4. [,ueativn and Deseription of Property: property located on the northeast Corner of the intersection of James Street with North Street containing 2 3/4 Acres 5, Describe the proposal is this snbM'BDJLon. Phan shows the division of this property into 6 building lots. A variance, numbered 1062, was granted far lot No. 3 on April 2, 1984. -o co - �� ATT' C ANTS — T'�ll: GRIGI:T. .a :�iNL TWO COPIES OF rl, id BY CLRT12ILD LkND SIIR = CR, Signature of owner -r.... F dr+eM � ... .. .., Frond lio. 83-02 FORAif H1113 SUBDIVISION VALLEY BROOK ROAD & Pa0VIN MOUNTAIN DRlV. LOT;; 1-15 INCLUSIVE PI RFORNANCi; AGREOFL AIT THIS AGR,AMENT made by and between John A. Liquori, Anthony C. Liquori, and Thomas Liquori, Individuals, dba JAT, Corporation, having a usual place of business at 86 Cooper Street, Agawam, Massachusetts 01001 , hereinafter individually o called the DEVELOPER, and the Town of Agawam, Massachusetts, a Municipal Corporation, having a usual place of business at `;t 35 Fain Street Agawam Massachusetts 01001 acting through its , c Planning Board, hereinafter called the TOWN, witnesseth: cU')v WHAREAS, the QV2LOPER desires to carry out the development raa of VALLEY BR0OK ROAD &; PROVIN MOUNTAIN DRIVE, Lots 1-15 inclusive as shown on a set of Definitiva Plans recorded in the Hampden 11<x County Registry of Deeds, as indicated below, and WHEREAS, the TOWN has conditionally approved the Definitive Plans entitled: AGAWAM, MA33AOHUSuTTS DEFINITIVE SUBDIVISI0N PLAN SECTION I SOLITARIO REALTY TRUST SCALE: 1 "=401 SEPTEMBER, 1972 APPROVAL DAT:r,: DECOMBER 210 1970 HCRD BOOK OF PLANS 144, PAGES .102 THROUGH 107 AND 1AARzAS9 on October 30, 1980, the Planning Board of the TOWN approved Plan, entitled: RESUBDIVISION OF LOTS JAT CORPORATION 658 COOPER STREET AGAWAM, MASSACHUSETTS SCALD: 1 "=40' DATE: 8-5--80 CONLON ASSOCIATES, INC. , W03TFIuLD9 NIA, WWI T1�3tEF'i�IZL:, in cu=i.dwration of the approval of the Definitive Plans by said !CWJ, providing for the construction of ways, clearing, grad- ing and installation of municipal services to the above mentioned lots; the DEVELOPER here;hy agrees to perform the required improvements in accord- ance with the "Rulers and Regulations of the Planning Board as it Refers to Subdivision Control" ;mended March 7, 19?4, and to construct the following items of work in a murutcr antianctory to the TOWN: CONSTRUCTLORM STAUDARDS A141) jjL;UTRiD IMPRU&NEN&z Section V of ?Rules and Regulations of t 6 Planning Hoard as it Refers to Subdivision Control" amend- ed March 7, 10740 in hercgy supplumcnted by the .following descriptions, modifications, 0di.tions and deletions, These Construction Standards and Raquired Improvwmo"ts :;hall prcvail over those published in Section V and the Definitive Plans only where there is a descrepancy, and where the Town Engineer dote:rminez that t hcLa Construction Standards are mare stringent. Wherever the term "Massachusetts Standard Specifications" is used it skull refer to "The Commonwealth of Mass3c3:usetts Dep5rtment of Public Works Stand- ard Specification for ijkk ays and Bridges", 1173 ed,, including the ILtest Supplemental. Specifications. Tho term "Town Zagineer" stall mull the Agawam Town engineer, acting directly or through an authorized representative, such representative acting within the scope of tLe particular duties entru6ted to him. The DEVELOPER shall notify the TOWN through its Department of Public Works in writing at least forty-alght (48) hours in advance of the tits,:; when Le plans to begin work on :aV of the improve mt.,ts required by tnis Agreement. Failure on the part of the: i_)LiZLOI'L2 to provide such notification shall tfe . cause for the TOWN to require the DE'VELOFrLR to excavate and reconstruct the improvements as necessary in ordcr to insure that the work has been d=a in a satisfactory manner. i Bond No. 83- 0 1'at{:RIWICS AGREsN NT A. Street and Roadwayl 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, c1gy, peat and other unsuitable material encounte;rcd within the layout shall be excavated and replaced with granular material conforming to Massachusetts Standard Spedficati s M01.0 to a depth of 4 fact below the subgrade. Install subdrains where the seasonal high groundwater elevation is YOU in & fact of tha proposed roadwsy surface. Subdrain sizes and location shall be subject to the approval of the Town Engineer and shall be in- stalled wherever necessary in the opinion of tie Town Engineer. Sub- drains 6011 conform to has achusetts Construction Standards 309.1 ,1. All rock cnco► utercd within the street layout shall be excavated and replaced w4th granular m0ariul conforming to Lassaehueetts Standard Specifications t• ,01 .d to a depth of 4 feet below tLa 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 ma:cl_-- mum dry density as JuQrviacd by AASTHO feast DcOgnation T99 Compaction Test Wthod C. Special Farrow for subbase shall, conform to tea:sachusett Standard Specifications V1.03.0 Type C. Crushed :tone for base stall conform to Massachusetts Standard Specifications N2.01,1. SUN, and base courses stall be fine graded and compacted to not less than 95 percent of maximum dry density in accordance with Sections 401 and Sec- . tion 405 of the Nansachusotss Standard Specifications. The DERLOPEER shall be respun&L e for reimbursing the Tenn! for the cost of all soils testing. The roadway :surface shall be Class I Bituminous Concrete Type 1 1 applie in two (2) courses in accordance with Section 460 of the Ossachusetts standard Specifications. The top course shall not be applied until one (1 ) whiter season has passed since the completion of all underground work within the subgrade area. Only the roadway designs or alternatives shown on the 1.1-fi.nitive Plans shall be constructed. Eatuminous concrete curb conforming to Massachusetts Construction Stan4ald 106.2.01 `4rpe 2 shall be installed on both sides of the roadway. Granit curbing shall be installed along the arc of the curve at intersections. Type SA edging small taw usoA on Places and Lanes, and iYpe VA vertical curb shall be used on Ob--Collectors and Collectors, unless otherwise directed by the To,a1 &,gineer. B. Sanitau Sewwers: Vomit an "Application for Permit for Extension of Sewerage Qstcm" to tLe Superintendent of Public docks for his recom- mendation to the Director of the Na:,sachusetts Uvisian of Water Follu- tion Control . Aft cr receipt of a Sewerage Z,.terision Permit, pay &11 fees an.1 depozitut anal apply for a connection to the public sewer. Install a:bestos-cemc"L? FVC or approved equal sewer pipe and fittings conforming to 1fas;;ac1..e5etts Standard Specifications N5.02.7, of Ke size, class and at the liner atd grades shown on the Definitive Plans. The minimum design flexure strength of asbestos-cement sewer pipe shall be class 2400 for sizes k acad 6 i. K di amoters and class: 3300 Or sizes 8 through 12 inch diameter, The ueininun PVC seiner pipe class shall be OR 351Yhowever, special bedding will be required. building sewer cone nections shall be at lease k inch diameter laid at 1/8 inch per foot pitch minimum, and shall be separated from the water service by at least 10 feet Lorizontaclly. Duildirjg sew er connections shall not ne made di- + rectly into manholes. Long siveap elbows shall be used Or all. bends 1119 or greater. A cleanout shall Q installed no further than 2.0 fezt up- stream of ar;y 45 or 900 band. Ni fow-idatioa drains or roof leaders shall be connected to the s:adtaly scts4xs. &adding shall conform to Subsection 230.61, and backfilling shall meet the requirements of Laboection:; 120.6052 150.60 and 150.64 of the P•4assa- chusetts Standard Specifications. A special bedding of sand borrow con- formim to N1.04.0 TYPO spell be well compacted around all. PVC sewer pipe a minimum distance of 1 foot. Where the Lcttom of the trench is, In tho opinion of the Town 2a,gi.naer, found to be unstable, the DERLOPER shall excavate the unsuitable material to the width and depth ordered by tine Town Engineer, and shall replace all unsult¢L-le materials, as direct,- ed, with a well compacted foundation consisting of granular material r{ Bond No. g 3-0 PL[dX)WUCE AG 'F-MiT conforming to 111.02.0 (maximum stone size of 2 inches) or crushed stone conforming to 112.01.1 of the Massachusetts Standard Specifications. Where rock is encountered it shall be removed to a depth of 1 foot be— low and from all sides of the pipe or structure. Precast concrete saw r maahol.es shall conform to Agawam Construction atandard 202,4,I and zhall be installed in accordance with Section 201. of thj Massachusetts Standard Specifications. Pipe connections to man.- holes shall be made w1 th a flexible rubber boot, and shall be cast in a 6 inch concrete collar. Inverts shall be brick conforming to Massachu— setts Standard Specifications R4,05.1. Preformed bituminous joint fille shall conform to 15,050 aiid cement concrete brick for adjusting frames and covers *hall conform to ?V,.05.0 of the Naasachusetts StandardSpeci— fications. `type A frames and covers shall conform to Massachusetts Con— struction Standards 2024.0 and 202.8.01 and hall hove the word "3Z ra?" imprinted in 3 inch higa letters on the cover. The DEVULORt shall furnish the labor and equipment, test plugs, gages 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 sec. tion of pipe, as detaradned by the Town Engineer, the: DL17LOPER 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 mile of sewer main, in any section of the sewer system, as determined by the Town Engineer. C. Dram If any storm drains are to be connected to the 'TOWN drainage system, the DSVMOPER shall apply to the Superintendent of Public Works for a permit to coiu:cct to the public storm drains, and pay all fees and deposits required. Install reinforced concrete storm drain pipe conforming to Massachusetts Standard Specifications M5.02.1, of the size, class and at the limos and grades shown on the Definitive Plans. Storm drain connections to foundation drains and roof leaders shall be installed as shown on the Definitive Pleas, and shall be at least 4 inch diameter laid at 1/8 inch per foGt ndnimm pitch. The minimum flexture strength of 4 and 6 inch diameter asbestos cement pipe shall be class 20DO D. The minimum PVC pipe class for storm drain connections shall he SDR 41, however, special bedding will be required. 11r Bedding shall conform to Subsection 230.61, and backfilling shall sheet the requirements of Subsuctions 120.603, 150.60 and 150.64 of the Massa— chusetts Standard Specifications. A special bedding of sand borrow con— forming to M1.04.0 lyre 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 op Kon of the Totem Engineer, foirid to be unstable, the 1];Vil- .CFIM shall excavate the unsuitable material to the width and depth ordered by the Town. En{;ineer, and snal.l replace all unsuitable materiels, as direct— ed, with a well compacted foundation consisting of granular material con- forming to H1 .02,0 (maximum stone size of 2 inches) or crushed stone con- forming to t12.01.1 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 stall conform to Agawam Construction Standards X2.2.1 and 201.3.1 respectively. Pre- cast concrete catch basin tops shall be as manufactured by lieu England + Precast Concrete, Agjwnm, HA; Arrow Concrete Products, Inc., Granby, C?; or approved equal. Umcnt concrete brick for invents and adjusting frames and covem sh,<I1 conform to Massachusetts Standard Specifications M4.05.0,, Manhole frnwes and covers shall be Type A conforming to Vassa- chusetts Construction Standards 202.6.0 and 202.3.0 and shall Lave the word &RAIN" imprinted in 3 inch high letters on the cover. Class A cement concrete masonry and steel reinforcement work shall con- form to Section 901 of the [Lsaac3;usetts Standard :specifications. Head walls shall be constructed to the designs and dimensions indicated on the Wfinii.tive Plans, and as directed to close conformity with the lions and grades established by the Tbwn aigineer. ' headwalls shall be built in accordance; with Massachusetts Construction Standards 206.4.0 or 206.6.0. Bond NO,83- 0 PEitI U1a1AllCg ACRE s;4T Rip-rapjw channel. paving and stony: for pipe ends shall consist of furnis ing and installing uniformly placed stonework at the lines and grades . shown on the Definitive Flans, in accordance with Sections 258 and 983 of the Massachusetts :standard Specifications. Stone shall conform to M2.02.3 with the exception that rounded cobbles meeting the weight speci- fications may be used with the approval of the Town Zngineer. D. Watert Install 8-inch Class 52 cement lined ductile iron water mains, or larger as shonaa on the Definitive Plans. Ductile iron pipe shall conform to Massachusetts standard Specifications E5.05.3, Class 52. Joints shall be bell and spigot elastomeric gasket rings conforming to ANSI Specification A3 .11. Standard laying lengths shall not exceed 20 feet. Ductilc iron pipe shall be polyethylene encased in accordance with ASTR Speciiiewticn 'A674. Qrants shall be tI-otectop 17pe S as manufactured by A. A.Smith llanuf,�pturing Co., i,at Orange, NJ; or approved equal. Hydrants shall, have a 5-inch main valve seat, a bury length of 5.5 feet minimum, or as required for each irdividuR installatloi, and shall be furnished with two- (2) 2 1/2 Inch Lose nozzles. One (1) additional & 1/2 inch steamer nozzle shall be furnished on the hydrant when deemed Necessary by the Toim Engineer. A fTdrunt tee and valve shall open left, counter-clock- wise. Gate valves shall be New York hetropoli,tan Standard meeting the requiremants of AUWA Specification C500, and shall have mechanical ,joint ends. Valve hoaxes shall be 4 1/2 inch diameter and the cover shall in- clude the word 1111ATi W cast in the top. Corporations shall be New England Standard and shall be 14ael.l.er H-25002, Ford &60WO, or approved equal. Curb stops shall be New England Staxnd- Lrd and shall be Mueller H"15212$ Ford Z22-333 SW, or approved equal, Curb bones shall be Eric type with arch pattern base and stationary rod (36-inch Animum) and shall. be Mueller h-104141 or approved equal. 7yype K capper tubing for water services shall -be a minimum of A inch dia- meter. ! Were rock is encountered it shall be removed to a depth of 1 foot below the bottom of the pipe. Only granular material approved Q7 the Town Engineer shall be used as backfill in any trench excavation. E. Sidewalks and `lreebal tss The RETTIGI'ER shall construct sidewalks on both Ades of the ro;dvay of such width as is shown on the Definitive Plans. The gravel subbase and base courses ,hall consist of a 6 inch gravel sub. base and 2 inch processed gravel base conforming to Massachusetts Stand- ard Specifications D1 .03.0 Type b, and N1.03.1 respectively$ and said courses shall be widar by 3 irs"es on votb sides than the bituminous air- face. The Lituadnous conercte sidewalk surface shall. be 2 inches thick laid in two (2) courses 1 inch each, and shall conform to the applicable W requi.remlits of Section 701 of the Massachusetts Standard Specifications. Weebalts shall be constructed on both sides of the roadway to the width indicated on the Definitive: Fl ns. Loam meeting the requirements of Massachusetts GLandard Specifications N1.05.0 shall be placed to a mini- mum compacted depth of 6 inches. The DWELOAR shall submit samples of the loam to the Town Engineer for analysis and determination of the amount of Jima and fertilizer required. The woA shall conform to Sec- tion 760 of the Hassamoetts StdnArd Specifications, and the grass seed shall meet tine re:gui.r%:mjits of N6*03.0. A cops of the seed certificate shall be submitted to the Toti:n Ehginc,�;r. trcobalt: Koll be uAlred, rsworked, and reseeded as necessary to develop a satisfactory stand of grass. A Utilities: Street liGhts shL11 be installed ay the Ui:tiriTK&A at his expense and }1e shall be re:sponaible for the coA of lighting until the street is accepted by the `0151. Street lights shUl be the type adopted by the Utility Committee of the Town Council. All undergrounj utilities and service connections shall be installed prior to the construction of the roadway surface. i } Bond h0* 83-02 FUd'U?IUII0,Z AGR"•IMI G. Inspection: IN OZ-1ilACPER shall notify the Department of Public Works . of the TOW14 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 IQAN will charge the Di,TiLOPR at the hourly rate established by the Lepartment of Public Works for Inspecting tha work. No work s-All Le accepted by the 'dbWU which has not been inspected on a daily basis during its progress, The presence of an inspector shall in no way rel0va the DIVUOUR from full resycasibil..ity for completing the required wort: and providing the workmanship and materials specified harein. H. Shade gees: Ki esch lot two (2) shade trees shall be planted within twc-nty 20 feet from the street line and located so as not to conflict vith undergrorarid uti.7.itics and sight distances. At the descretion of the Tree Warden, the shade trees may be planted on the treebelt within the street layout. Trees shall be 2 112 inches dim in dinseterp balled, burlaped, native and hardy species as approved by the Plamabag Uo;ard, and ahall be planted subjoct to the direction of the Tree Warden. The DEVELOPER shall guarantee for one (1 ) Bull year that the trees re- main alive and hail thy. I. Clearine and Grading Clear and grade the site as shown on the Defini- tive Flans. All areas not to be paved which are disturbed by the DEVZ- OPER shall be limed' fertilized, seeded, mulchedt watered, rewarked and reseeded as neeersary until a satisfactory stand of grass takes hold to prevent erosion. Aiv Mork performed on the bangs of streams, drainage ditches or swalas shall receive priority. Mulching and seeding for erosion control shall conform to Section 767 of the Massachusetts Stand- ard Specifications. Seed for erosion control shall meet the requirements of !fib.03.1. if[ Nboxe indicated on the Definitive Flans or deemed necessary by the Town Engineer to prevent erosion, hay bales shall be placed. Ilay bales shall meet the requiremaats of 116.04.1 and shall weigh at least 50 pounds each. Hay bales shall be placed in uni€arm rows and secured to at least two (2) 2" x 2" x 36" stakes driven into the ground to prevent overturningt float. ation, or displacem:"t. Any deposited sediment that collects at the hay bale structures shall be removed periodically os directed by the To1m Engineer. Lightweight paper netting shall be applied on slopes steeper than 3:1 and on seeded areas shor,m on the Definitive Plans or as directed by the Town Engineer. The netting shall be secured to the ground with 1" x 1" x 12" stapes spsced uo ntorc than b fact apart to prevent it from blowing or waDhing duty. The Lotting shall be removed when and as directed by the To�rni',n gin�;cr. J. Loam or Topsoil.: No loam or topsoil shall be removed from the subdivisiol until all work is completadt and then only with a special permit from the board of Appeals as rcquirod by jection 20-8(g) of the Toren Coda. K. rxcavati'Qaz All excavations within the street layout, and to dwellings shall be barricaded, protected, lighted at proper times, and promptly back.filled as required by the Superintendent of Public Bork, and the Chief of Police:. AiV person not directly employed or under contract with the DSVs3. NH, who wishes to e;:cavate: within the street 1 ayout must first obtain a permit from the Superintendent of Public Works as required by Section 160a) of the, Toren UK. Right of entry or an apprcprista: utility easement must be given before: a permit will be issued. 1. Feud, Each lot line: must be clearly marked, and the lot identified by lot and street Humbert before the Duilding Inspector will matte arty inspections. A.ny sign xs:Iuircd to be erected under an Order of Condi- tions issued by tho Con,scrvat.i on Comnd wsion shall be maintained in good condition until a Certificate of CoaTliaace is oLt:,Inad by the bLv..:I.GFZho Bond No. 83-0 F'�:i3r1GIlAIiCir AGRI?,13 ,'1T M. Protection of Mural Ferlturc s: All natural features to be preserved shall be suitably protected by the DUMPER during construction. The DEVELOM shall notify the Tree Warden at least one (1) week prior to clearing of the site, No evergreen trae, or shrub or tree over 8 inche in diameter outside the street layout and building site shall be remove without the causent of the Tree Warden. 11. Cleaning t1na: Beforn final inspection, the total area shall be cleared of debris, Loth n"turol and =Qrials generated by construction. The particular at Untion of the 11! V UP SR is directed to the requirement that on the d:{,T of the final inspection all paved areas must be swept .and the -drainage rtrnzctur:;s cleaned. 0. Monumonts: All momimnits shown an Lhe Definitive Plans shall be set, and their install.atioa shall be certified by a registered land surveyor as of the date of final inspection. tlonuments marking the street lay- out shall be granite cr precast concrete bounds conforming to Nassachu-- setts Specifications M4.041 .8 or hL;.C}E.l, set flush with finish grade, Iron pipe 1 1/2 inch dismater, 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. Street Acceptance: Ile DEVIZOPM shall submit to the Town Engineer for review the final street layout plans and legal description: suitable for recording in the UmpJan County Registry of Deeds. The plans and des- cription Kall both moot tha standards of the Street Acceptance Comm mittee and the %partmant of Public :Jocks, and shall ba revised if re- quired by the Qtrcct Acccptance Committee after an an-site public hearinje After compleLlon of all of the improvements required by this Agreement, the Di Vi3.0I'j:iI shall submit to the Tour, Council a Petition for Stract Acceptance; and an affidavit, releasing the TOWN from all damages which tho Di;"ELOP:;R :and his successors or assigns may incur by reason of ac- ceptance of the street by the MAN; together with the Street Acceptance i'lahs referred to nbovc. PE'RFOIthANCE GUARa11Tr.;�: II)c DEVELOPER shall furnish to the TOWN a Performance Guarantee in the amount of $ 4 , 5 0 0 1 n the form of a propar bond; deposit of money, or negotiable sacnri.tiiz; or irrevocable credit securod by the first mortgage to guarantee to the TONU the faithful performance by the DjULOPER trithin two (E) ywors after the dote of tills Agreement, or any extension there- of, of all work rer;uirad heroin. The DWVMOPZ1 scull also repair, to the satisfaction of the TUX11 ciny damage to or failure of Grey completed work which may occur during the term of this Agreement. Any surety accepted by the TO'.-III under this Agr:,Lriwnt must satisfactorily protect the Mr1'z interest and said determination 0"ll be nodo by tha Totm lrcasurer. It is expressly understood and agreed by the parties that arty and all security required under the Performance Guarantea will be applied as damages for the benefit of the TOWN for failure of the D.;�4.Z011 R to satisfactorily complete its obligations hereunder; and it is further understood and agreed by the parties that the TOE-N upeeifically rescrvas its right to seek any additional damages incurred by the TOM and not fully protected by the security under the Performance Guarantee. If the MVIMOPER 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 cl;;im6 and demands incurred .in connection with said improvements and work as herein specified, the LL-V:1.GFa LnUl pay to the TOWN an amount of money which will equal the measure of damages sus- tained by the MU as a result of the failure to perform the work. I& measure of damages shall be established oy determining the lowcat reasonable cost to complete the work uMnisl-,ed plus reaso=Lle administrative expenses, attorney's fees and legal costs incurred by the TOWN in case of breac" of this Agreement by the DL'Vi LC 'Z11. Th,! T01M need not e:cpend any fonds to establish the said measure of damages, staid measur, of damages to be eatab- li hed by reasonable estimate to complete the said work plus the said adm3nK strative expenses, attorncy's fees and legal costs. herein mcntioned. The DEVELOPER further warrants that all work done under this Agreement will be performed and completed ir, a workmanlike manner, and that the said work will be fit for the use .intended. K r Bored No. NOTIFICATION CI+' 2(111-122I'7014 Upon completion Of 811 work required herein, thw DE'JF .pnfR shall nOtif;r 61C 7X39Ig frj registered mail sent to Moth the ; Fawn Clergy: aria the Plsnjdrig Tic:ird, that the work is ready for final inspec- tion with mpect to tho rel.c,2;sc of the Performance % rantec. Release of vie rerformalice: Guar:urtee is coliti"Pnt typo" all wOz*k being completed in accordance with the Construction Standn'ds and Required Improvements in— cluded herein. a! T1f W17TIESS WIE-HEOPp this instrutaf it is executed in i'Our �4 co ter paarts$ each One of which shall he deen-ed an original this the day of . A TM STz U:Vr�.OI'fs I it i - a s to e]o r) ~� �r ATTEST: TOWN TOWN OF AGAWAM I•iAS'3ACHUSEMS Rite R Se, TLniai Clerk FLA WN UG BOARD CFUries if. Calan esErt Chairman APPROVED AS TO FLEW: 4.L Attorney Ann fi 141;? 711�, A:,sociate `1°o',;n Counsel _ G TOWN OF AGAWAM 3 AM MASSACHUSETTS TOWN OF KSA�w VoWtj CLER ' BOARD FICE OF APPEALS MAR 3 1975 DECISION OF BOARD OF APPEALS AM. - 51�1$l �P Date Februa= 218 1975 Petition of John Liguori Construction Co. Premise: affected Lots 23 & 24 Horsham Place _. . Case #82R John Liquori Construction Co. came before the Board of Appeals at a public hearing held on January 8, 1975, seeking relief from Chapter 20, Section 20-38 of the Zoning Ordinances to allow the construction of a single family dwelling on a parcel of property with less than the required frontage and area known as Lots 23 & 24 Horsham Place, as shown on Plan of Land in Agawam, Mass. for John Liquori drawn by Albert E. Nichols & Assoc., 225 Poplar Street, Feeding Hills, Mass. Scale 1"=50r, February 1966. Said plan a part of an original plan for Henrietta & R. A. Potter recorded in the Hampden County Registry of Deeds on , December 17, 1921 in Book of Plans M, page 5. At a Hoard of Appeals meeting held on February 12, 19751, the Board reviewed the facts presented at said public hearing and evidence observed at "on site" inspections by each Board Member which resulted in the following conclusions: 1. The Board recognized the fact that when this plan was approved in February 1966 under Sub-division control law not required, that the Zoning By—laws for A icultural zoned districts then required a -- one hundred ten (11offoot frontage with fifteen thousand (15*000) square foot lots. These minimums, on March 11, 1972, were increased to one hundred twenty (1.20) foot frontage and twenty thousand (209000) square foot lots. 2. The construction of one (1) additional single family dwelling can be' accomplished without detriment to the public good nor substantially derogate from the intent and purpose of the Zoning Ordinances as the previous homes are built on lots with about the same frontage and approximate square footage. 3. Denial of relief would result in causing the petitioner to suffer a substantial financial hardship for he would be unable to build this home on these two combined lots and conform to the present Zoning Ordinances. k. The builder plans to build the same type of home as he built, on this street previously. Therefore by unanimous debision the Board votes to grant the petitioner the relief he seeks, subject to the following conditions: FA qTOWN OF ACAWAM PAO /VIASSACHUSETTS �p1N� 0� ifs oFFtC� x, � SOWN CLER 1y .tS BOARD OF APiPEAL$ DBCISiON OF BOARD OF APPEALS Date February 21s M72 Petition of Jobn Liguori Cpzwtr=tj&r1 Co- Premises sEfected _Lots .23 & 2.�s Horsham Place Case m$29 Page 2 1. A "T'• shaped turnaround be constructed at the end ,of the street beginning about twelve (12) feet past the most westerly end of the existing driveways. The TIT" can be constructed entirely within the fifty (50) foot right of way with the 'IT" being fifty (50) feet wide and twenty (20) feet deep. 2e A flex beam guard rail shall be installed along that portion of the "T" opposite the thirty (30) foot traveled way to prevent cars from plunging downhill onto property of others. 3. A drainage system shall be constructed and consist of a set of catch basins with curb inlets at the end of the street* piped in such a manner satisfactory to the Town Engineer and Conservation Commission to carry the runoff to the brook at the base of the hill. Berms should be installed along the edges of the "T" and be completed along both gutters of the roadway easter4 at least as far as the - existing catch basins. These berms are necessary to prevent erosion and to control and direct the drainage into the catch basins. The existing basins which are only dry wells shall be connected with 12 inch RC pipe to the drainage outfall established for the basins at the end of the street. 4. The petitioner shall cause to have recorded in the Hampden County Registry of Deeds a "Notice of Variance" form furnished by the Hoard. 5. No building permit shall be issued until all conditions stated herewith are completed to the satisfaction of the Town Engineer, Building Inspector and Conservation Commission. 6. The exist?no setback, side and rear lot requirements shall be met by the petitioner. r r,� to Y PARTIAZ RELEASE OF COVENANT. 31 Ir This is to certify that the Agawam Planning Board has released lots � y 2 through 5 inclusive 12, 13 and 15 through 27 inclusive on a definitive ,plan of a subdivision entitled, Agawam,Country: Road Estate, Subdivision.'Flan' for Willow'` gook Con'nstrua i.c& Co. , Inc. Scale: 1=501 Dated: March 30, l97Zq, PbA=er Eza.gineering Corporation, Holyoke Pitsfield, 1 a"aehusetts", reecorded in Iia polo' tt .ty Registry cif. Deeds in Book -of Plans 139 pageW ,l8 and 191, as said lots are subject U . provisions of a covenant dated: June .21, 1974, .and given by .W — Brook Construetion Co. Inc. by John Li uor , Treasurer, to th '-Town of Agawam. Said covenant being recorded in: Aden County Registry of Deeds,, B©oak 3938, page 253. AGAWAX PLANNING BOAR Hampden so Commonwealth of Mae$aihusetts Date : DeC-ezber 71, .1978. Then personally appeared the above named, Ronald R. Huot, Oh4r.les R Calabrese and Arthur J. Fuchs members of ihe's,Agawam Planning Board and acknowledged the foregoing to be ,their free act, and° .N deed before me. cc. Town Clerk Building Dept. File #874 Notary Publ My Commission expires::. /�., �3 } 63 1 [T,i �c , mi' T:'m t: CC IN C AGA'�dAM ( Fitt T.I —� . T„_N ,_G IB _. _— _CF AGA".&M ,I d.iITi's C:;li 3 &3TATG:) l 1� _ (TII Z"VIENT :J�,Yreetoent , -m de tl! s ...__ day of 1978 at A_­ w,.m, Hampden Ccur:t.v , I•la:ssachu:3et.ts* })v arid bet wr n JOHN L.I . UOI I 00N.3TI�UCTION c,C;. , IhC . of 41G '.1A14 , hereinafter calledthe DEVZLO!"aI and the TOWN OF AGAI,,IAM , act; rig through its Planning Board, hcr•eiriafter called the TOWN , WITNE33ETH: !r WHERSASt the Developer desires to carry out the development of LIQUOPI DEIVE, Lot 26 , as s}.own on a plan recorded in Hampden County Legistry of Leeds , Hook of Plans IL,3 , Pages 121 - 124 in— clusive. WHEriEAa, on July 6, 1972 , the' planning Board of the Town of Agawam approved the plans entitled'!: "AGAWAM WHITE CAKa E3 ATI S Subdivision Ian for JOHN LI�4UOEI COH3TF UCTION O. , INC. t OF AGAWAM Pharmer Engineering Corporation Holyoke -- Pittsfield Massachusetts" NOW THEREFOIiZ, in considerati n of the approval of the con- struction plan and profile and the release of the covenant pertain - ing to the above mentioned lots by the Planning Board of said Town, the Developer agrees to comp ete the following items of work in a manner satisfactory to t e Planning Board and to main— tain the completed work in a condi ion satisfactory to the Plan— ning Board for the duration of thi agreement. LOADWAY: Construct a thirty (30) Foot wide, 2* inch thick Type I-1 bituminous concrete roadway surface over a ten (10) inch compacted bank-run gravel base. All loam and other yielding material shall be removed from the ',roadway prior to the placing. of the gravel base. The gravel base shall be installed in two five ( 5) inch layers each compacted with a ten (10) ton roller. This shall be covered with a 14 inch thick top course of .,type I-1 bituminous concrete and rolled ',with a ten (10) ton roller; then after the passage of one winter season, finished with a 1; inch top course of type I-1 bituminous concrete. In addition the bituminous concrete small be of a type and installed in such a manner as to comply with the specifications of the Massachusetts Department of Public forks. GRAVEL: Gravel to be taken from the ,`state approved and tested banks only. If it is necessary to test certain gravel to deter- mine if it meets the gradation reouirements of the Massachusetts Department of Public Work3 the cost of this test shall be borne by the Developer. WATER MMAINS: Install eight ( S) inch class 150 cement lined cast iron water mains , hvirants , valves and appurtenances as shown on said plans . R. D. Woods , Matthews Improved or A. P. Smith hydrants with a "T" connection at the main with a gate valve of the New York Metropolitan style. All work and materials shall conform with the standards of the Department of Public Works of the Town. � SURFACE DRAINAGE: Install reinforced concrete pipe, catch basins, manholes and headwalls as shown on said plans . All work and materials shall conform to the standards of the Department of { Public Works of the Town. Underdrains will be installed as re- page I of 3 pages r JOHdMI001ZI C,CN3Ti UCTION CO. JMC. . OF AGA4AM 4HITL Q&KS E3TAT �AGFSI'aMENT ,quire4 by the Town Lngineer•. Grade all lots and streets in accordance with the approved grading plan and to the elevation specified thereon . BEI`M5 The. Developer jhul.l install a bituminous concrete edging or berm along the gutter lines of Liquori Drive. All berms shall be installed using an approved berm forming machine and bituminous conerote type 1-1 berm mix. The berms shall be carefully and fully protectek after placing until they have lost all of the heat and until they havc become completely stable. ThEE_BE LTS: The Developer- shall install five ( 5) foot wide tree— belts on both sides of the street between the edge of the roadway ( b) inches of loam which shall be fine—graded, fertilized, seeded and rolled. The Developer shall care for the seeded areas , water— ing, reworking and reseeding them as necessary to develop a sat— isfactory stand of grass . SIDEWALKS: The Developer shall construct sidewalks on both sides of the street in all paved areas as shown on said plans . Side— walks are to be five ( 5) feet in width and consist of an eight ( 8) inch bank run gravel base and a two (2) inch type I-1 bituminous concrete surface. The gravel base shall be wider by three ( 3) inches on each side than the five ( 5) foot bituminous surface. The elevation of the edge of the sidewalk nearest to ' the roadway shall be at least nine (9 ) inches above the gutter grade of the road. MONUMFjHTSw The Developer shall install all concrete bounds and iron pins shown on the plot plan of the approved subdivision, and their installation shall be certified in writing by a registered professional land surveyor. NOTIFICATION TO DEPARTMENT--4F--8uSbIC WORKS: The Developer shall notify the Department of Public Works at least twenty-four (24) hours in .advance of the time when he plans to begin or resume any work on this project. 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 as' necessary in order to insure that the work or repairs to the work have been done in a satisfactory manner. PEEF'ORMANCE GUARANTEE; The Developer shall furnish to the Town a performance bond in the amount of $300.00 or deposit money, or negotiable securities in this amount, to guarantee to the Town the faithful performance by the Developer within one year of the date of this agreement, or any extension thereof, of all work required herein. The Developer shall also repair to the satisfaction of the Planning Board any damage to or failure of any completed work which may occur during the term of this agreement. Any security accepted by the Town under this agreement must satisfactorily protect the Town' s interest and said determination shall be made by the Town Treasurer. It is expressly understood and agreed by the parties that any and all security required under this performance guarantee iz to be applied as damages for the benefit of the Town for failure of the Developer to satisfactorily com— plete its obligations hereunder; and it is further understood and agreed by the parties that the Town specifically reserves its right to seek any additional damages incurred by the Town and not fully protected by the security under this performance guarantee. If the principal fails to perform the work in accordance wit the terms of this agreement, the surety will pay to the Town of Agawam an amount of money not to exceed the penal sum of the bond which will equal the measure of damages sustained by the Town as a result of the failure to perform. The measure of damages shall be established by determining the lowest reasonable cost to complete the work unfinished. The Town need not expend any funds to establish the said measure of damages , said measure of damages to be established by reasonable f estimate to complete said work. f Page 2 of 3 pages f JcHIT IT 11101-1 CCF.;T!cUCTION {CC1. r1C.,LOF AGAWA M The Developt.sr further warrant.; that all work done under this agreement will be performed and completed Birk a workmanlike manner$ and that the :;aid work will be fit for tl:t u.se intended. NOTIFICATION OF COMPLETION: Upon completion of work required herein, the Developer shall notify the Town that the work is ready for final inspection with respect to the release of the guarantee. Release of the guarantee is contingent upon all work being completed in accordance with the standards and specification included herein .and is also contingent upon any damage or failure of completed work being repaired or replaced to meet the require— ments of the Subdivision Rules and Regulations . IN WITNESS WHEREOF: The Town of Agawam has caused its corporate seal to be affixed hereto and these presents to be signed and sealed in its name and behalf' by a majority of the Planning Board and the Town Clerk, and the Developer has signed these presents . TOWN OF AGAWAM _ 4 Town Clerk 2 JI-L Agawam la ing Board DEVELOPER DEVELOPER For consideration granted, I hereby personally bind John LILLuor Construction Co . .-Inc;" myself to the above of Agawam provisions and conditions and hereby guarantee to the Town the payment of any damages sustained as above B set forth by the Town as John iqu i, Presi t a result of the Developer' s breach. easurer do!!, AT7q o n Liquori Approved as to Form -- Date _ Ayx/vh/ _._. Town Counsel Page 3 of 3 pages w cv �� d co C7 �" -4 �,b3 i- ARTIiIL This -is to certify that the Aga�-1am Planning Beard leas released lot 26 on a definitive Elan of a subdivision entitled, "Agawam White Oaks Estates for John Liquori Construction Co. , Inc. , Scale : 1" = 40 ' March 21, 1972, Phariner Engineering Corporation, Holyoke, Pittsfield, Massachusetts", recorded in Hampden County Registry of Deeds in Book of Plans 143, pages 121 - 124 inclusive, as said lot is subject to the provisions of a covenant dated July 39 1972, and given by John Liquori Construction Co. , Inc. , to the Town of Agawam. Said covenant being recorded in Hampden County Registry of Deeds, Book page AGAWAM PLANNING BOARD Hampden ss 0ommonwealth of Massachusetts Date: May 19, 1978 Then personally appeared the above named members of the Agawam Planning Board, and acknowledged the foregoing to be their free act and deed before me. Notali- Public My commission expires 9/1/83 cc : Town Clerk Building Inspector Conservation Commission Assessor File #863 PARTIAL RELEASE OF COVENANT. This is to certify that the Agawam Planning Board hay` re'1 as�d lots . 31 32, and 33 on a definitive -plan of`a subdivision entitled 1°Agawam White Oaks .Estates for John Liquoxi Construction Co.. , Inc. , Scale: 1 " - 40' March . 21 , 1972, Pharmer Engineering Cor�aratio4i , Iolyoke, Pittsfield, Massachusetts", recorded`-in Hainpffon County Registry of Deeds in Book of Plans 143, �4_ges 121 - 124 incl,zs ve, as said lots are subject to the provisloii76 6t"��iF4bovenant `dated JuIY: 34 1972, and given. by . John Liguori Constr c-t vn Co, , Snc , to the gown of Agawam. - Said covenant being rebbtd in Hampden; Qbimty Registry of Deeds , Book ;gage f , AGAWAN PI;AN1ViNG BOARS Hampden ,ss Commonwealth of Massachusetts Date : January 13, 1978 Then personally appeared the a Bove named Ronald R. Huot,. Natalie C. George, Robert S. Bergin, Barbara J.Cook i4embets ,of the, Agawam Planning, Dbard, and acknowledged the foregoing tb be their free act and deed, before me. P1 O .a�f ubl is My 'comm, ission. ex. ire s. 9/A/83 cc : Town Clerk _Building Inspector ; Conservation Commission Assessor File # 865 Z 0 '1 3 =N `NVf aif l tip JOHN 9UORI CONSTRUCTION' CO. t I , OF AGAWAM AGREEMENT This agreement, made this _�_291h., day of ) lap.r. 1.97 7, at Agawam, Hampden County, Massachusetts,. by and between . JOHN LIQUQRI CONSTRUCTION CO. , INC. of AGAWAM, hereinafter called. the DEVELOPER and the TOWN OF AGAWAM, acting through its Planning Board,. hereinafter called the TOWN, WITNESSFTH: WHXREAS, .the Developer desires to carry out the development of WHITE OAKS DRIVE, Lots 31 through 33 inclusive, as shown ore a` plan recorded in Hampden County Registry of Deeds, Book of Plans 143, pages 121 124 inclusive. WHEREASy on July 6, 1972, the Planning Board of the Town of. Agawam approved the plans entitled% "AGAWAM WHITE OAKS ESTATES Subdivision Plan for JOHN LIQUORI CONSTRUCTION CO;.,, INC. ,. OF AGAWAM Pharmer Engineering Corporation Holyoke Pittsfield', Massachusetts" NOW, THEREFORE, in consideration of the approval. of the con- struction plan and profile and the release of the covenant pertain ing to the above mentioned lots by the P1anning. Board #f said Town, the Developer agrees to complete the following items of work in a manner satisfactory to the Planning Board and to main- tain the completed work in a condition 'satisfactory. to the Planhinfi Board for.- the- .duration of this .agreement. ROADWAY: Conet et a thirty (30) fpot. wide, 2* inch thick Type I--1 bituminous concrete roadway surface over a ten (1.0)` inch compacted hank-run gravel base. A11. `16am and other yielding material shall bq. ,removed from the 310aclway .prior to the placing of the ravel base. The gravel base `shal.l be. installed in two five (5 inch layers, each. compacted with,_ a , ten (10) tan' roller. This shall be coveireal With a 14- inch. thick .top course of type I-1 bituminous concrete and rolled with a"ten (10) -ton roller;, then after' the .1 passage of one winter season, finished with a 14 inch top course of type I-1 bituminous concrete. In addition the bituminous concrete shall be.. of a type and installed 'in such a manner as to comply with the specifications of the Massachusetts Department of Public Works. GRAVEL% Gravel to be taken from the State- approved and tested' ;- banks only. If it is necessary to test certain ' gravel to deter— ,.. . ins if it meets the gradation requirements of the Massachusetts Department of Public Works the cost of this test .shakl be borne by the Developer. WATER MAINS: Install eight (8) inch class 130 cement ,lined cast iron water mains, hydnantst valves and appurtenances- as shown . on said plans. R.D. Woodst Matthews - Improved or g.P. .Smith hydrants._: with a "T" connection at the main with a gate valve of the -New York Metropolitan style. All work and materials shall conform with ,the standards of the Department of Public . Works of the. Toren. SURFACE DRAINAGE. Install reinforced concrete pipe, catch basinsi anholRs and headwalls as shown on said plans. All work and ateriAls shall conform to the standards of the Department of ublic Works of. the Town. Underdrains will be installed as, re—. Page 1 of 3 pages za le NJ � r � JOHN QUO.RI 60NSTRUC.TIgN Cb. I*.., OF AGAWAM AGREF%*t quired by the Town Engineer. Grade-' all lots and streets in accordance. �with' the approved grading plan and to the elevation specified e'*hereon.°."r BERMS: The Developer shall install a bituminous concrete edging or berm along the gutter lines of Whine Oaks Drivoli All bergs shall' be installed using an approved' berm forming machine and bituminous.; concre.tetype I-1 berm mix. The berms shall be carefully and fully protected after` placing until, they have lost' all of the heat and until they have become completely stable. TRELT. t The Developer shall install tent (10) foot wide tree belts on both sides of the street between the edge `of the roadway . and .the street line. Treebelts are-.. to be constructed with sic (6) inches of loam .which shall, be fine-graded, fertilized, seeded and rolled. The Developer shall care for the seeded areas, water— ing, reworking and .reseeding them as necessary to develop a. sat is.f4ctory stand of-grass. SIDEWALKS: The Developer shall construct sidewalks on both sides of the street in' all areas as shown .on said plans. S -de.:walks are to be five taved 5) feet in width and consist of an ei'Jht (8) inch bank run gravel: base and a tiro ,(2) inch type I-1 bituminous concrete surface. The gravel base shall be wider .by three (3) inches on each side than the five ( 5) foot bituminous surface. The elevation of the edge of the sidewalk nearest to the roadway shall be at least nine (9.) inches above the gutter grade .of -the road. MONUMENTS: The Developer shall install all conctrete bounds and a.ron pains shown on the plot plan,_of the approved subdivision, -:and their installation shall: be certified in :writing by a register�d professional land .surveyor. NOTIFICATION TO. DEPARTMENT OF PUBLIC WORKS<t The Developer. shall not3.7y the Department of Public. Works at` least twenty—.four (24) hours in advance of the time when he plans to begin or resume any. '. work on this project. Failure on the part of the Developer to provide such notification shall be cause. for the Town to require the Developer. to excakate and reconstruct as necessary "i:n ,oraeir,X to insure that the work or .repairs to the work have bee n .done ',in a satisfactory manner.. PERFORMANCE GUARANTEE: The Developer shall furnish to the .Town• g performance bond in the amount of $900.00, 'or . deposit money, or negotiable securities in this amount, to guarantee to the .Town,:.. the faithful performance by the Developer within one year. of the date of this agreement, of all work required herein. The Developer shall also repair to the satisfaction. of the . Pl.anning- , Board any damage to or failure of any completed work which ' occur during the term of this agreement. . Any security 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 this, performance . guarantee is to be applied as damages for the benefit of the own for failure of ..the Developer to satisfactorily complete its obligaticins :hereunde_ t r; . and it is 'further understood and agreed Y the p'a 'ties $hst ie Town apecific;ally reserves its . night to seek any additional damages incurred by the Town and not fully protected by .the security under .thi.s performance guarantee. The Developer further warrants'' that ` 11 work done under this. agreement will be performed and completed An- a workmanlike anne.r', and; that ,the said work will.' be fit for the use ,intended. urthermo-re. the' Developer agrees} that .reasonable Attorneys Page 2 Pf 3 pages JOHN LIQUQRI CONSTRUCTION CO. , INC.., OF AGAWAN! AGREEMENT fees shall be included in determining damages sustained by the Town in case of breach of this agreement-'by the Developer. NOTIFICATION OF COMPLETION: Upon completion of work required herein# the Developer shall notify the .Town that the work is ready for final, inspection with respect:to the release of the guarantee. Release of .the guarantee is contingent upon all work : being completed in accordance with the standards .and specification included herein and is also contingent upon any damage or f,ailur6 of completed work being repaired or replaced to meet the require ants of the . Subdivision Rules and Regulations . IN WITNESS: WHEREOF: .. The Togo,.-.of Agawam has caused its corporate seal to be affixed. hereto and these presents to be. signed ,and sealed in its name and behalf by a majprity! of the Planning Board .and the Town Clerk, and the Developer has signed these' resents. TOWN OF AGAWAM own Clerk OLL gawam Plannino HAard DEVELOPER. �_ f DEVELOPER (J d cionsideration ,granted, f .hereby personally bind. John Li on Constr ction_ Co. , Ina, , myself to the. above f Agawam F provisions and CoAditions. / President o. iquc�rs q;4;:A/ Treasurer Ppro.ved as to Form Date �3 Town Counsel Page 3 of 3.. pages '. JOO LIQUORI CONSTRUCTION CO.jhNC. OF AGAWAM AGREEMENT This agreement, made this 14th. day of , 0Qt.Q]aeX 1977, at Agawam, Hampden County, Massachusetts, by and between JOHN LIQUORI CONSTRUCTION CO. , INC. of AGAWAM, hereinafter called the DEVELOPER and the TOWN OF AGAWAM, acting through its Planning Board, hereinafter called the TOWN, WITNESSETH: WHEREAS, the . Developer desires to carry out the development of WHITE OAKS DRIVE, Lots 27 through 30' inclusive, as shown on a plan recorded in Hampden County Registry of Deeds, Book of Plans w 1, 3, pages 121 - 124 inclusive. c.i o LL_4^ -:ir WHEREAS, on July b, 1972, the Planning Board of the Town of Iffawam approved the plans . entitled: "AGAWAM Lr ' ` N WHITE OAKS ESTATES c.� Subdivision Plan for JOHN LIQUORI CONSTRUCTION CO. , INC. , OF AGAWAM Pharmer Engineering Corporation Holyoke - Pittsfield, Massachusetts" NOW, THEREFORE, in consideration of the approval of the con- I struction plan and profile and the release of the covenant pertain- ing to the above mentioned lots by the Planning Board of said j Town, the Developer agrees to complete the following items of work in a manner satisfactory to the Planning Board and to main- tain the completed work in a condition satisfactory to the Planning Board for the duration of this agreement. ROADWAY' ADWAY: Construct a thirty (30) foot wide, 2-- inch thick Type I-1 bituminous concrete roadway surface over a ten (10) inch compacted bank run gravel base. All loam and other yielding aterial shall be removed from the roadway prior to the placing f the ravel base. The gravel base shall be installed in two ive ( 5 inch layers each compacted with a ten (10) ton roller. his shall be covered with a Z4 inch thick top course of type -1 bituminous concrete and rolled with a ten (10) ton roller; hen after the passage of one winter season, finished with a It inch top course of type I-1 bituminous -concrete. In addition he bituminous concrete shall be of a type and installed in such manner as to comply with the specifications of the Massachusetts Department of Public Works. RAVEL: Gravel to be taken from the State approved and tested banks only. If it is necessary to test certain gravel to deter- mine if it meets the gradation requirements of the Massachusetts Department of Public Works the cost of this test shall be borne i y the Developer. CATER MAINS: Install eight ( 8) inch class 150 cement lined cast ' ron water mains, hydrants, valves and appurtenances as shown on aid plans. R. D. Woods , Matthews Improved or A.P. Smith hydrants ith 4-k inch valve opening shall be used and shall be installed ith a "T" connection at the main with a gate valve of the New ork Metropolitan style. All work and materials shall conform ith the standards of the Department of Public Works of the Town. URFACE DRAINAGE: Install reinforced concrete pipe, catch basins, anholes and headwalls as shown on said plans. All work and aterials shall conform to the standards of the Department of Public Works of the Town. Underdrains will be instal-led as re- quired by the Town Engineer. Grade all lots and streets in accordance with the approved grading plan and to the elevation specified thereon. Page 1 of 3 pages JOHN LIQUORI CONSTRUCTION CO. , INC OF AGAWAM AGREEMENT BERMS: The Developer shall install a bituminous concrete edging or berm along the gutter lines of White Oaks Drive. All berms shall be installed using an approved berm forming machine and bituminous concrete type I-1 berm mix. The berms shall be carefully and fully protected after placing until they have loot all of the heat and until they have become completely stable. TREEBELTS; The Developer shall install five(3)." foot wide tree— belts on both sides of the street between this edge of the roadway and the street line. Treebelts are to be constructed with six (6) inches of loam which shall be fine—graded, fertilized* seeded and rolled. The Developer shall care for the seeded areas, water ing, reworking and reseeding them as necessary to develop a sat- isfactory stand of grass. SIDEWALKS: The Developer shall construct sidewalks on both sides of the street in all awed areas as shown on said plans. Side— walks are to be five (�) feet in width and consist of an eight (S) inch bank run gravel base and a two (2) inch type I-1 bituminous concrete surface. The gravel base shall be wider by three (3) inches on each side then the five ( 5) foot bituminous surface. The elevation of the edge of the sidewalk nearest to the roadway shall be at least nine (9) inches above the gutter grade of the road. MONUMENTS: The Developer shall install all concrete bounds and iron pins shown on the plot plan of of the approved subdivision, and their installation shall be certified in writing by a regist— ered professional land surveyor. NOTATION TO DEPARTMENT OF PUBLIC WORKS: The Developer shall notify the Department of Public Works at Least twenty—four (24) hours in advance of the time when he plans to begin or resume any work on this project. 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 as necessary in order to insure that the work or repairs to the work have been done in a satisfactory manner. PERFORMANCE GUARANTEE: The Developer shall furnish to the Town a performance bond in the amount of $1200.00, or deposit money, or negotiable securities in this amount, to guarantee to the Town the faithful performance by the Developer within one year of the date of this agreement, of all work required herein. The Developer shall also repair to the satisfaction of the Planning Board any damage to or failure of any completed work which may occur during the term of this agreement. Any security 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 this performance guarantee is to be applied as damages for the benefit of the Town for failure of the Developer to satisfactorily complete its obligations hereunder; and it 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 this performance guarantee. 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. Furthermore, the Developer agrees that reasonable Attorney' s fees shall be included in determining damages sustained by the Town in case of breach of this agreement by the Developer. Page 2 of 3 pages JOHN 'LIQUORI CONSTRUCTION CO. , INC. , OF AGAWAM _ AGREEMENT NOTIFICATION OF COMPLETION: Upon completion of work required herein, the Developer shall notify the Town that the work is ready for final inspection with respect to the release of the guarantee. Release of the guarantee is contingent upon all work being completed in accordance with the standards and specification included herein and is also contingent upon any damage of failure of completed work being repaired or replaced to meet the require— ments of the Subdivision Rules and Regulations. IN WITNESS WHEREOF: The Town of Agawam has caused its corporate seal to be affixed hereto and these presents to be signed and sealed in its name and behalf by a majority of the Planning Board and the Town Clerk, and the Developer has signed these presents. TOWN OF AGAWAM Town Clerk i Agawam Planning Board DEVELOPER DEVELOPER _ John Liquori Construction Co. , Inc.,,,of Agawam T President /Treasurer Approved as to Form — Date JA Min- Counael i Page 3 of 3 pages TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MASSACHUSETTr01001 h Tel. 413-78&0400 o��RATED Planning Board October 5, 1977 Mr. John Liquori 486 Cooper Street Agawam, Mass. 01001 Re: File #863 - White Oaks Estates, Dear Mr. Liquori: At a duly called meeting of the Agawam Planning Board held on Mon- day, October 3, 1977, the Board voted not to sign the bond agree— ment and covenant release for lots 27 through 30 inclusive in White Oaks Estates until the certification for the pins and bounds on White Oaks Drive has been received. Sincerely, Natalie C. rge - Chairman NCG/wem CC: Town Clerk Town Engineer Philip Smith, Esquire Victor Govoni, Esquire .-4 rn PARTIAL RELEASE OF COVENANT' This is to certify that the Agawam Planning Board has released lots 27 through 30 inclusive, White Oaks Drive, on a definitive plan of- a subdivision entitled, "Agawam White Oaks Estates for John liquori Construction Co. , Inc. , Scale: 1" = 401 March 219 1972, Pharmer Engineering Corporation, Holyoke, Pittsfield, Massachusetts", recorded in Hampden County Registry of Deeds in Book of Plans 143 pages 121 - 1249 as said lots are subject to the provisions of a covenant dated July 3, 1972, and given by John liquori Construction Co. , Inc. , to the Town of Agawam. Said covenant being recorded in Hampden County Registry of Deeds, Book page AGAWAM PLANNING BOARD U CL- �- Ln Hampden ss Commonwealth of Massachusetts Date: October 20, 1977 Then personally appeared the above named Ronald R. Huot, Barbara J. Cook and Natalie C. George, members of the Agawam Planning Board, and acknowledged the foregoing to be their free act and deed before me. 96Aary- Public commission expires 9/1/83 CC: Town Clerk Building Inspector I Conservation Commission i Assessor File #863 i i I CC: Petitioner, Planning Board Tgyi'N CLERK OFFICE 1.2/15/77 TO: Toren Treasurer AG�i'7iV,; , ,3',`45�. 33ate Subject: Performance Bond .191-7 DEC 16 AR 11: 31 File No. - Q63 At an officially called and posted meeting held on .12 I.5Z77 the Planning Board voted -cl in favor of setting as the amount required to be filed -with the Town Treasurer to cover performance for a period of two years by John Liguori otherwise known as John Liguori Construe Co. Inc. for project known as White Oaks Estates This is to cover lots # 311, 32, and 33. . The Board reserves the right to review the bond amount at the time the a cant desires to post security. r Planning Boar)q Chai an CC: Petitioner, Town Clerk, Town Engineer, File #863 Planning Board .Ali TO: Town Treasurer Date9/19177 Subject: Performance Bond File No.� 863 At an officially called and posted meeting held on 9/19/77 the Planning Board voted in favor of setting f 0-T) as the amount required to he filed with the Town Treasurer to cover performance for a period of two gears by John Liquori otherwise known as Sohn Liquori Construction Co. , Inc. for project known as Lots 27, 281, 29 and 30, White Oaks This is to cover Estates lota # The Board reserves the right to review .the bond amount at the time the ap ant desire tp-,post sec, it lanning Boar Chaf n 1-59-7/74-200 CC: Petitioner, Town Clerk, Town Engineer, File #863 Planning Board TO: Town Treasurer Date9/19/77 Subject : Performance Bond File No._ 863 At an officially called and posted meeting held on 9/19/77 the Planning Board voted in Favor of setting as the amount required to be filed with the Town Treasurer to cover performance for a period of � two years by John Liquori otherwise known as John Liquori Construction Co. , Inc. for project known as Lots 27, 281, 29 and 30, White Oaks This is to cover Estates sots # , The Board reserves the right to review .the bond amount at the time the ap ant desire t post secu it aI Tanning Boar Chai n 1-59-7/74-200 co 'kl na m .'z PO a rn i ca C/)rn cn rn cc; Petitioner, Town Clerk, Town Engine r, File #863 Planning Boarw TO: Town Treasurer Date6Z20/77 Subject: Performance Bond Pile No. !W(�'.3 At an officially called and posted meeting held on 0 -Ahe Planning `h Board voted c)_ in favor of setting $ CF`zr �.s the amount required . to be filed with the Town Treasurer to cover performance for a period of two years by John Liguori otherwise known as John. Liguori Construction Cop. , Inc. for protect known as � 2 Z2? White Oaks This is to cover Estates s The Board reserves the right to review the bond amount at the time the app icant desires to post security. { Planning Boar C a -�- TN CLERK Offer AGAWAM, MASS. CC: Petitioner, Town Cler Town Engineer, File #863 _�. PI-Anning Board TO: flown Treasurer Date 6/6/?7 SUBJECT: Release of perforaierice Bond Pile No. 863 . - At an officially called ayid posted meeting held 6/6/77 the Planning Board voted to release. A of the monies held by the Town to over performance of work ohn Liquori otherwise known as iquori onstruction CO-for project Liquori Drive This amount is released for work accepted by the Boar6 _ TV_ ir Lots 14-21 incl. & 42-46 incl. Bond Agreement dated June 9, 1975 -- Westfield Savings Book #95153 for $39 600. 1,7 P anning Board Ch rrnan t �V`? � Pi A 1916 w W L, w�� WE ;ser � �353CC To-:•rn Cierc Town - � Pla€ nhig Board TO: Town Treasurer Date-Aril 42 1977 Subject : Performance Bond File No. €365 At an officially Balled and posted meeting held on `/4/77 the Planning Board voted— G% in favor of setting as the amount required to be Filed. with the Town Treasurer to cover performance for a period of two years by John Liquori otherwise known as John Lig-uori Construction Co. , Inc. 1for project known as _Mnite OWks :',sta.tes This is to cover 10ts 26 $hroucDh 33 inclus.ive E The Board reserves the right to review the bond amount at the time the applicant desires to post security .:.-� ` i . Planning Boar c a r an �`� � �L�t � may.��.F�r��,_�a;1 i fry -''�T�T �# y�y, rat.# ��+;' `�-: ��V �'�r. �".*�R : �eA.:� ,i �, "'ri r.�Ia.��.f`�+7r .a:�?1t;` /fie ����� h���'�. cc; Town __u . :1 a ; � W 63 Planning Board T0: Town Treasurer Date 3/7/77 Subject: Performance Bond File No. 86 At an officially called and posted meeting held on 3/7/77 the Planning Board voted in favor of setting as the amount required to be filed with the Town Treasurer to cover performance for a period of two years by John Liguori otherwise known as Liguori Construction Co.., Inc. for project known as White Oaks Estates This IsY to cover lots # 26 throe h 34 dhite Oaks Drive The Board reserves the right to rev the bon amount at the time ttie ap li an desires to st securit re AJ f Planning Board air n ir' ) I ♦ r� r. ..•f gyp, R.q; �Y} i`�. r �i .-` '9Y'Y".�fr�k �.".l*TOWii - or, AGAV' IvT MAR -.8 . kl: '�� OF A • i �� TOWN OF AGAWAM %i• t_' -,0 36 MAIN STREET AG,AWAM, MASSACHUSETTS 01001 110 Tel. 413-786-0400 a'AQD � Planning Boar! June 21, 1977 Mr. John Liquori 486 Cooper Street Agawam, Nass. 01001 Re: , Form A - File #1220 Brien Street Dear Mr. Liquori: At a duly called meeting of the Agawam. Planning Board held on Monday, June 20, 1977, the Board voted to endorse the above referenced Form A, Subdivision Control Not Required. Very truly yours, AGAWAM PLANNING BOARD df) x Q"Q NC G/wem cc: Town Clerk Conlon Associates Certified Mail #665003 . FORM A APPLICATION FOR ENDORSEMENT OF PLAN BELIEVED NOT TO REQUIRE APPROVAI? Fite one completed form with the Planning Board and one copy with the Town Clerk in accordance with the requirements of Section 11-B. Agawam, Mass. . . June-2 . . ... 19. .7 7.. To the Planning Board: The undersigned, believing that the accompanying plan of his property in the Town of Agawam does not cronstatute a subdivision within the meaning of the Sabdivision Control Law, herewith submits said plan for a determination and endorsement that Planning Board approval under the Subdivision Control Law is not required. Z. Name of ApplicantLiguori. .. . . . . .. .. . . . . . . . .. . . . . . . . I. .. . . . . ... . ........... . . . . . Address . 486 Cooper St. , A,gawam. . . . .. . . . .. ...... . . ..... .. .... I . .. . 2. Name of Engineer or Surveyor . Cori lon Associates Inc.. ., .. ., . Adtilaess Westf 1'e1.4,..L's.'9t.... . . . . I . .. ... . . . .... . . ..... . 3. Deed of?property recorded in . . . . —Hampden. County. . . ... . . .. . .. Registry, Book . 4 2.31. . . . . . . .. . .. Page - . . .2 3.$. . . . . .. .. . . . ...... .... . ....... . ...... .... . 4. Location and Dweription of Property: Property located at the Northwest corner of the intersection of Brien and Cooper Streets, containing 3 parcels of land with a total of 1.44 acres. Cj .1:047 Signatu/of owner . . . . ... .. . ......�. . . { 486 Cooper St. , Agawam Address . ... ... ..... .. . FA TOWN 4F AWA M 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 Tel. 413-786-0400 ED —:� �. `^}ram Planning Board April 5, 1977 cn Mr. John Liquori, President John Liquori Construction Company, Inc. �,,-� 486 Cooper Street rn Agawam, Mass. 01001 - W Re: File #863 - White Oaks . Estates Dear Mr. Liquori: At a duly called meeting of the Agawam Planning Boated held on Monday,. April 4, 1977, the Board voted not to release any of the bond security on lots 14 through 21 inclusive and lots 42 through 46 inclusive, all on Liquori Drive, at this time. The final inspection revealed the following work remains to be completed: 1. The walk has caved in at the southwest corner of lot 14. 2. A section of berm is missing at the drive and a section crackedjboth at lot 14. 3. The walk is heaved up in one location at lot 14. 4. A 6' section of walk is missing at lot 15. 5. The berm is broken at lot 15 and there are equipment marks on the walk. The drive to lot 16 has yet to be installed. 7. The treebelts along lots 15 and 16 are in poor shape. 8. There is a heave in the walk along lot 17. 9. The walk is sunken at one point along lot 21. 10. Construction is just starting on lot 46. 11. There are wheel depressions in the walk at lot 45. 12. The berm is broken and pushed out into the street at lot 42. . 13. The patch in the walk at the drain connection to lot 42 needs repair. 14. The bound on lot 42 has been tipped by the construction. We have nothing in our records certifying the setting of the bounds and pins. If they have been set, please advise and we will check further for any damage caused by the home construction. Please advise us when work will be completed inasmuch as the bond agreement required the work to be completed prior to June 9, 1976. / incerely, NCG/wem� / ��.. � . cc: Town Clerk ���/// Natalie C. George Town Engineer Chairman VA 9 � TOWN 1 LJ W N OF A AWAM ,�zb ;{: 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 Tel. 413-786-0400 ti �Pp��A�D spy Planning Board March 8, 1977 Mr. John Liquori John Liquori Construction Co. , Inc. 486 Cooper Street Agawam, Puss. 01001 Re: File #8-- - White Oaks Estates Dear Mr. Liquori; At a: duly called meeting of the Agawam Planning Board held on' Monday, March 7, . 1977, the Board voted to deny 'the request for bond release- for.' lots 14 through 21 inclus.ive . and Lots 42 through46 :inclusive,.'all on Liquori Drive, because a final inspection could not be made at this time since there has .been .snow cover. An inspection will be made when the frost has left the ground and we will then place this item on our Agenda at that time. Sincerely, �. �. Natalie C. George NCGf wem ✓ Chairman.. cc: Town Clerk k F l`J11 4 1. Oman nix in to "rtit'f that. the Agate Ple=Ang Board Me relsjsed lots "2 thzvugh 46P and lots 14 thresh go 3aol .va* all Lqwri W ubdivislon entitled eAgaiaes Vhlta Vaks Ratstss fear ;ohn 14VWrj Ocustmation Co.# *K- an a dittzL#1V* p2AM ,rfaorded is det County Ugiwtry of Bssda ft Book of Plaus 1143 p pages U1 - 124 itclusive An s&L lets: aro sAb ►t to �ioaa of a eonomt d"ed # a u pale . . gartd ft"aw# was given by Tabu Islqurl 0=4t * Oo.0 In*# of A492V=, to Ue 'town of Aga ma. AGWM alift of Iftssambuso"s sir ;w4v240 _IM then p appeared tho above nawd Steven P. gitrosser, Robert S. Bergin and Natalie 0. George,, or the p3axMing Board and aoknmdeavd the fore , wee aat and deedo `fore aas. a N' eama Mim *xPirrsl 9 7/75 Col . Tova Mark TOWN OF AGAWAM .dSr Inspector TOWN CLERK'S OFFICE Vertiflad Mail #801603 J u L 2 5 1975 aX 10 f 1S I $ Ply �t$!$1 ,_I_. _ 1_.1 21 _ � PARTIAL R=,EASE OF OOVERM This is to certify that the Agawam Planning Board has released lots #42 through 46, and. lots 14 through 20 inclusive, all can Uquori Drive# in a subdivision entitled "swam White Oaks Estates for John Liquori Construction Co., Inc." on a definitive plan r000rded in Aden County Regis of Deeds in Book of Plans 143, pages 121 - 124 inclusive, as said lots are subject 7A( yI a to the provisions of a covenant dated } page 3:Ss'z. -► Said covenant was given by John Liquori Construction Co,, Inc. of Agawam, to the flown of Agawam. AGAWAM PLAIN-MG BOARD Commmwealth of maawwhusotte Hampden, as. June 15, 1975 When personally appeared the alcove named Steven P. Kitroa®err t ra g and acknowle g to of dged the foregoing to be their free act and deed, before me. 71 Notary e My commission expires: 9/17776 CC: Town Clerk Bldg. Inspector TOWN OF AGAWAM TOWN CLERKS OFFIQB J U L 1 1975 .A& 1 -urn � � �l1YY TOWN CLERK'S OFFICE ivi TO: Town Treasurer Date June 5, 1975 Subject : Performance Bond .i 1 1975 P.WJ File xdo. 853 AM At an officially called and posted meeting field on June 5: 197the Planning Board voted in favor of setting �as the amount required to be filed with the Town Treasurer to cov r performance for a period of -4**9-year#t by otherwise known as John. Liquori Construction Co. , Inc. for project known as _White Oaks Estates __ This is to cover lots r The Board reserves the right to review the bond amount at time the applicant desires to post securit CC: Town Clex'' eic Planning hoar C a rnan , f $aY 15* 1975 PLUNxNG BOARD Mr. John. liquors Jahn liquori ConstrUot.jon Co,,, Inc. 486 000per Street Agawam, Mass. 01001 Rs: pile #863 ftite ems.�F sta,tes Dear Mr. Liquoris. In answer to your letter of I-lay 8, 1975 please :be adv1sed thitt. you received a, oovenaunt reieaae on the lots on Cambridge Sweet on June 29, 1973. The work to which you refer la seeuxod,, by Bond Agreement dated Jane 4 f 1973. ;We will accept the intent of the letter being a request for a partial release of `bored monies which seoured this bona agreement. Please be advised that you will be answered by Oertified Dail to the above address as shpwn on your request letter prior to Jwce, 211 1975, which according to our oaloulationa ; amoUtutes the forty�- five 45) day period allowed under the eachusette general 1"*. Sincerely, 19&t 1 e-.10 Cse 6r j ch'airgetson NOG/wem CAA 1 Hr. Luba, Town .03Ark Mr. Stono, Town Engg nser Planning Board Nambers t. Certified kLil #643552 TOWN OF AGAWAM T01N[ri GLERK'S OFFICE MAY 15 1975 -- - Planning Board TO: Town Treasurer Date I Partial SUBJECT: Release of Performance Bond File Rio. j At an officially called and posted meeting heldlca-f/141IZ2 ,the Planning Board voted to release of the monies boa by the Town to Cover performance of work by otherwise known or project a This amount is released for work accepted by the Board and described by the Town Engineer in letter enclosed ,r !� C C: Town Treasure Town Clerk File 863 Planning Board al n v �3 �Q 3 TOWN OF AGAWAM lk 36 MAIN STREET AGAWAM, iVMASSACHUSETTS 01001 Tel. 413-786-0400 ���RATEDQ� May 20, 1975 PLpNN1NG BOARD Certified Mail #643358 to Atty. H. Fuller at Mr. John Liquori Scharoff and Smith John Liquori Construction Company 486 Cooper Street Agawam, Plass. 01001 Re: File #863 - White Oaks Estates Dear Mr. Liquori: The Planning Board at its duly called meeting on May 15, 1975 voted 3-0 to release $11,700. for work accomplished on Cambridge Street in the White Oaks Subdivision .under bond agreement dated 6/4/73 for lots 1-13 and 34-41. The work remaining to be accomplished is generally this: 1. Sidewalks are not completed where homes are under construction. 2. Several driveway aprons need to be extended to the berm line where cuddles now occur. 3. Treebelts have not yet produced a satisfactory stand of grass. 4. A more serious item is the fact that several driveways within W the right of way are lower than the sidewalks, necessitating V the sidewalks being curved doom to meet the drain grade. We Z 9 LO recognize the drainage problem that raising the driveway elevations to meet the side-,,7alk grade, as in -the typical en �'' t' cross section, might provoke within the lots. However, the 't street cannot be allowed the ability to drain into private W cy P-19koperties. At this time the Board will hold on a final 0 �E decision of whether to accept the lower driveways, if you so Z Z " agree, until some experience with the adequacy of the street �0 :;9: drainage system can be determined. We suggest that you advise this Board of your plans in regard to completion of the work secured by this bond since the expiration date is June 4, 1975. We note in checking with the Treasurer's records that you have never claimed the $6,000. released on Feb. 19, 1974 or the $4,200. released May 21, 1974 from the bond originally for $35,400. Any arrangements you make subsequently with the Treasurer and Board shall reflect a total of #13,500 to be held by the Town to secure the work remaining on Cambridge Drive. Sincerely, NCG/wem Natalie C. George C ) CC' iOwwnn r aosurer 7nWPj Chairperson May 15, 1975 Memo to File White Oaks #863 Atty. Phil Smith of Scharoff and Smith - I spoke to him today at 3:30 P.M. re John Liquori Construction Co. , Inc. , -- he said he would accept all mail on this sub- division,. I am sending the Partial Release of Covenant to this firm - Attn. Atty. Fuller with a copy to John Liquori - regular mail - 486 Cooper Street. Phil Smith said he represents Mr. Liquori as far as this file is concerned. Minnie McCarthy Secy. to the Planning Board CC. Town Clerk r TOWN OF AGAWAM ToWtt CLERK'S OFFICE MAY 15 1975 File #863 PARTIAL RELEASE OF COVENANT This is to certify that the Agawam Planning Beard has released lots 47, 489 49, 50 and 51, having frontage on Red Oaks Circle in a subdivision entitled "Agawam White Oaks Estates for John Liquori Construction Co., Inc." on a definitive plan recorded in 11ampden County Registry of Deeds in Book of Plans 143, pages 121 - 124 inclusive, as aid lots ire subJect to the provisions of a covenant dated and recorded in said Hampden County Registry of Deeds, Book 386� , Page ±8 Said covenant was given by John Liquori Construction Co., Inc. of Agawam, to the Town of Agawam. AGAWAM PLANNING BOARD y C} Commonwealth of Massachusetts Hampden, as. February 20, 1975 Then personally appeared the above named Natalie C. George, Stanley Drewnowski, Jr. and Robert S. Bergin, members of . ;. the Agawam Planning Board and acknowledged the foregoing to be their free act and deed, before me. CC: Town Clerk`/ Notary Public ldg. Inspector— My mmission expires* 9/17/76 Certified Mail # 643353 - to Sharoff and Smith 131 21M St. 'y'estfieldo 1 ass. 01085 Planning Board TOWN OF AGAWAM 36 Main Street Agawam, Mass. 01001 Moved, left no dd.0 CHECfC€©Unclaimed No such office in state Ret'd --- I for better add. ` Unknown--. ;3 Insufficient add. —_^•-� ` 721!: NU r n _____ No such street _ NO su a � �w i 3 y ,a�_...__.. • i flAOved not forward ble ch No. 'S�t trloLlGO - - Do not re ail in rho• ! end Notice ,�9 - 7 5` - Mr. John iqu i 486 Coope reet �ie�urrti r Agawam, 01001 113 43376 - • J M1 i. • . 13 Copy for Mr. Caba Town Clerk File #863 - John Liquori Construction Co,. , Inc, for Partial Release of Covenant -- Lots 47, 48, 49, 50 and 51, having frontage on Red Oaks Circle. TOWN OF AGAWAM TOWN CLERK'S OFFICE MAY .1 51975 P.M A.VL 1112 File #863 PARTIAL RZASE OF COVENANT 1' u Cam, This is to certify that the Agawam ?]analog Board has released lots 47# 48, 490 54 and 51: having tentage an Red Oaks Circle in `a subdivision entitled "Agawam White Oaks Estate® for John Liquorl Constr tan Go*# Inc," on a definitive plan reoorded in Hampden ftww Registr7 at Deeds in Book of Flans 143r pages 121 U4 inclusive, as, mid lots are subject to the provisimm Of a cant dated e and recorded in said Haupdan. 00unty Registry of Deeds.. Book 3$69� , page lee . Said et at was given by John' Liquorl Construction Go.$. Inc. at Agawam$ to the 'own of Agawam, AGAWAM: L NG BOARD Oammmvvalth of 14as"chUsetts Hampden* as. tbbr=7 ,' X ,5 Then personally appeaarad the above uamed 4atalle G. 0*0 � St�ey 3Jr .t ws ,� Jr. and Robert 5. ►'bors s _ . the Agawam m pl anning Board. and aclnowledge�e forecolne to be their free act and deeds before me. TM 7ror i - CLEM.-O fie. q. .. - A PR 2 91975 # MC 2 0 74 AM V!'i51f �f D9068rr 191, Mr. John Liguori LIquorl Conatrwtion tympany 486 Cooper Street Aga , s. 01001 Rot #863 - White teaks Estates Red Oaks Zrivo Dear Mr. Liguori i If you wish to Past,a b d to gaax= A tba IMP" t Of the rasindor of they work and to ccr4plets Ue vork to be dmo on the a eas road to Red Oaks airele and Rea Oaks wives thm this Board vM release the oovoumt* Tho vork still to be o plated is as fa owns 1. ids axe pins to be set. 2. Work is froAt of lot@ 47 and 51. �ere�y, watauo 04 "Orge Chairperson RCG/area cc; Town Clerk v Town Treasurer i 4b COVENANT This undersigned, JOHN LIQUOR1 CONSTRUCTION- Co. , INC. , hereinafter called the "Covenantor" , having submitted .to the Planning Board of the Town of Agawam a definitive plan- of a subdivision entitled "Agawam, White Oaks Estates , Subdivision Plan for John Liquori Construction Co. , Inc. , Pharmer. Enginse«rin Corporation, Holyoke Pittsfield, Massachusetts, Scale 1" 401 Dated Larch 21, 1972" and particularly lots. thereon numbered' 1 through 51 , inclusive , does hereby covenant and agro6 with said Planning Board and the successors in office of .said. Board, pursuant to Q.L. (Teri. Ed. ) Chapter 41., .Section 81U, as amended, that 1. The Covenantor is the owner of record of the premises shown on said Plan. 2 . This Covenant shall run with the land and be binding upon the executors , administrators , heirs and assigns _>- of the Covenantor, and their successors in title to thel prejAi,ses kioA^\,3aid plan. 3. The construction of ways and the installation of Mm cipal services shall be provided to serve any lots in a©cor- �� ce with the applicable rules arid: rogulAions of said Board � ' -- before such lot may bebuilt: upon or conveyed, other than by mortgage deed,, provided that a mortgage* who acquires title toy the mortgaged premises by foreclosure t .or otherwise, and any succeeding owner of the mortgaged premises , or part thereof, .,may i sell any such lot subject only to that portion of this Covenant which provides that no lot so Bold shall, be built upon until such ways and services have been. provided to serve such lot ; provided, however, that prior to release of a lot or lots to be built upon or conveyed, the Board may require a deposit of money sufficient in the opinion of the Board to secure fi.nal .comple tion of ways and services required for the lots in the subdivi- sion, as shown on said definitive plan. 4. Nothing herein shall be deemed to prohibit a conveyance subject to this Covenant by a single deed of the entire parcel of land shown on the subidivision plan of all lots not previously released by the Planning Board, :without first providing such ways and services . S. This Covenant shall take effect upon approval of said plan. 6. Reference to this Covenant shall be entered upon said plan and this Covenant shall be recorded when said, plan is recorded. EXECUTED AS A SEALED INSTRUMENT, this 3rd day of July , 1972. JOHN LIQUORI CONSTRUCTION CO. , INq- By: ti n quori , res dent Jo iquors , Treasurer Li -2- 4be - _ COMMONWEALTH OF ? SAC HUSETTS "DEN, sa. Truly IN, 1,972 Then personally appeared the above named- J6HN LIQUORI and acknowledged the. foregoing instrument to be the free act and deed of JOHN LIQUORI CONSTRUCTION CO. 'INC. , before me, 2,� z � � � .rc toy Cammiesi.on Expims'146t2atT4 -3- July 7 1972 T VM IT Ail C C t I, gdmrd A. Cabal, Tom Clerk of Agawmp hWebY cart j tI t the notice or agpZVral of tbi d plan by t" Planning bem received and recorded at his office an 4=0 Ut 1972 A notice Of appal was recelved during the twmty days nest or mch rer„eipt and recording of said jWti*r. r.Ag0JL'I:LqVADri Construction Go... bw* W1 ite Oaks Estates Subdivision no& for w P an-o Signed. A. �.$st to fit+: Rita $s RD A: Aasiat4 T .c . y 7* 1972 Edward A. Cabo To%m Clem: i r ► 1. E sward Caba. ... u s o. Agawam, hereby cer(i y t';at '.; :'-otice of approval of this plan by fl,c A awam Plan- ning Board has been receved arPd recorded at this office and no nodca of appeal was received during the twenty days r+ext aster such receipt and recording of said notice. Town Clerk 5 Y JOHN LIQUORX �C{yONSTRUCT` ON to TOWN OF AGAWAM PLANNING BOARD COVENANT LAW 0FFIQ9S OW DAvra A. LAfl1ZK! 100 MAIN STREET PROFESSIONAL.CENTgFk AOAWAM, MAS$ACHusm'FTS 01007 i Tuttle Law Niac, lac., Publlshets. Rutl-4 Vta. Fa PLANNING BOARD .,� AGAWAM, MASSACHUSMS Q P July 7, 1972 Mr. Edward Caba Town Clerk Agawam, Mass. Re* White Oaks Sub-division #863 Dear Mr. Caba: The Planning Board signed plans for the above sub-division on July 6, 1972. Very truly yours, Charles Calabrese, Chairman c/1 1s 1 F JUL r.7 TOWN OF A"."A* ;VbWA,'. TOWN CLERIC'S OFFICE t � �ry B69K��pp'12 PAGE 99 l' i 1.8 74 TOWN. OF AGAWAM EASEMENT FOR SANITARY SEWER WHITE OAKS ESTATES, AGAWAM, MASSACHUSETT_S I , JOHN LIQUORI , President of JOHN LIQUORI CONSTRUC- TION CO. , INC. , a corporation. duly organized and existing under the laws of the Commonwealth of Massachusetts., for consideration received, the sufficiency of which is hereby acknowledged, hereby grants to the TOWN OF AGAWAM, duly established under the laws of the Commonwealth of Massachusetts , and located in the County of Hampden , and the following described easement for public purposes , to wit : The purpose of constructing, repairing and maintaining . a sanitary sewer main ncessary for public convenience and health, over a parcel of land as hereinafter described, not otherwise used for a public purpose, said easement or right--of-way over said parcel to be an easement to lay, operate and forever main- tain a sanitary sewer system, and to enter freely upon said parcel with such machinery , tools and other apparatus as is necessary to alter, repair, renew, inspect , and examine the same, and to do any and all other things rreasonably necessary for the € construction and maintenance of said sanitary sewer system, and to place upon said land materials and apparatus during such con- 3 struction, replacement or repair. The land within which said easement is hereby granted is the same as shown on a plan entitled : 'Agawam White Oaks Estates Subdivision Plan for John Liquori Construction Co. , Inc. Pharmer Engineering Corporation Holyoke & Pittsfield, Massachusetts Scale : 111 = 401 Date :. March 21 , 1972" Said plan being recorded in the Hampden County Registry of Deeds in Book of Plans 143 , Page 121 • 4 I' r�B k 8�10K J PAGE 300 Description of the land in which the easement is granted is as follows I Being a permanent sanitary sewer easement between Lots #14 (fourteen) and -15 (fifteen) , beginning at the Southwes- terly corner of Lot .#14 (fourteen) and the Northerly side of Liquori Drive; thence North 381 00 ' 45" West, a distance of ten (10. 00) feet ; thence North 510 591. 15'" East, a distance of ` one hundred forty (1.40.. 00) feet ; thence South 380 00 ' 45." East , a distance of twenty ( 20 . 00) feet ; thence South. 510 591. 15" West , a distance of one hundred forty (1.40.00) feet ;TO THE Northerly side of Liquori Drive ; thence North 380 00 ' 45" West, a distance 4 of ten (1.0. 00) feet along the Northerly side of Liquori Drive to the point of beginning. j IN WITNESS WHEREOF, the .said JOHN LIQUORI CONSTRUCTION ' CO. , INC. has caused its corporate seal to be hereto affixed and this instrument to be signed, in its name and behalf, ' , ` ' John Liquori , President ,. this fifth day of July , 1972.. ±. ;_ In t e presence 9 JOHN LIQUORI CO STRUCK' L x-� Ems- tom By Jol n Liquors , res =a. 1 COMMONWEALTH OF MASSACHUSETTS. HAMPDEN , ss. July 5th, 1972 i i Then personally appeared the above named JOHN LIQUORI , President , and acknowledged the foregoing instrument to be the free act and deed of JOHN LI,QUORI CONSTRUCTION CO . , INC. , before me, RECEIVED JUN181973 Notary Public My Commission E fires 14h6*4;W4 1?17r REG'D FROM THE DRIGM q,-j� rf� I. I -2 I i j saaK 381 UO 30 Pa !G� ..N775 TOWN OF AGAWAM ;i EASEMENT FOR SURFACE DRAINAGE SYSTEM WHITE OAKS ESTATES , AGAWAM MASSACHUSETTS 1 , JOHN LIQUORI , President of JOHN LIQUORI CONSTRUC- TION CO . , INC. , a corporation duly organized and existing under the laws of the Commonwealth of Massachusetts , for consideration, ,_. is received, the sufficiency of which is hereby acknowledged, hereby grants to the TOWN OF AGAWAM, duly established under the laws of the Commonwealth of Massachusetts , and located in the County of Hampden, the following described easement for public purposes , " to wit : The purpose of constructing, repairing and maintaining ; 3 a drainage way or system necessary for public convenience and health , over a parcel of land as hereinafter described, not other-1 wise used for a public purpose , said easement or right-of-way over said parcel to be an easement to lay , operate and forever maintain a drainage way or system of drains consisting of both underground and surface facilities , and to enter freely upon said parcel with such machinery , tools and other apparatus as is E necessary to alter, repair, renew, inspect and examine the same , and to construct and maintain concrete masonry work , drains , E and other structures and to do any and all other things reason- ably necessary for the construction and maintenance of said drainage way or system of drains , and to place upon said land., materials and apparatus during such construction, maintenance., replacement and/or repair. The land within which said easements are hereby granted is the same as shown on a plan entitled: "Agawam White. Oaks Estates Subdivision Plan for E John Liquori Construction Co. , Inc. Pharmer Engineering Corporation :! Holyoke Pittsfield, Massachusetts. Scale: 111 = 401 Date: March 21 , 197.211 3 PA 7302 • Said Plan being recorded in the Hag.p ter County Regis- try of Deeds in Book. of Plans' ' 143 , Page' 1 P I - 1 24 Description of the land in which '.the easements. are granted is as follows : Being a permanent twenty (2.0) foot wide .drainage easement beginning at the Southerly corner of Lot #34 (thirty- four) on the Westerly side of Cambridge Street ; thence North 870,} 30 ' 00" West , a distance of thirty.-four and twenty-six one- hundredths ( 34..26) feet ; thence North 2 70. 3 3 ' 00" East , a distanc of three hundred eighteen and forty-two one-hundredths (218 .42) feet ; thence North 330 52 ' 13" East , a distance of nine hundred thirty-six and thirty-eight one-hundredths (9.36 . 38) feet ;. thence North 500 36 ' 06" East ,. a distance of one hundred forty and thirty-nine one-hundredths (140.. 39) feet; thence South. 70 52 , 00" East ,. a distance of twenty-three and forty-six one-hundredths (2.3. 46) feet ; thence South 500 36 ' 06" East , a distance of one hundred twenty-eight and eleven one-hundredths (128 .11) feet ;. thence South 330 52 ' 13" West , a distance of two hundred eighty- two: and seventy-five one-hundredths. (282. 75) feet ; thence South 53° 311. 00" East , a distanceof one hundred twenty-six and fifty one-hundredths (1.26 . 50) feet to White .Oaks Drive; thence South 360 2V 00" West, a distance .of twenty (2.0 .00) feet ;. thence North. 530 '31' 00" West ,. a distance of one hundred twenty-five and fifty - nine one-hundredths (125. 59) feet ; thence South. 33° 52 ' 13" West , a distance of six hundred three and one one-hundredths (6.03 .01) feet; thence South 230 30 ' 00" East , a distance of one hundred twenty-three and eighty-eight one-hundredths (1.23 .88) feet to Cambridge Street ; thence Southwesterly along a curve having a radius of two hundred (200 . 0) feet an arc length. of twenty. and seventy one-hundredths (2.0 . 70 ). feet; thence North. .230 30 ' 00" West, a distance of one hundred five .and seventy-nine one-hundred hs (105 . 79) feet:; thence South 270 33 ' 00" West ,. a distance of two hundred twenty.-one and forty-five one-hundredths (2.21. 45) feet ;. thence South 620 27' 00" East, a distance of eight and seventy- three one-hundredths ( 8 . 73) feet to Cambridge Street; thence South 270 33 ' 00" West , a distance of seventy-three and fifty-nin one-hundredths (73. 59) feet ; and thence South. 100 59 ' 00" West ,. a distance of eight and eleven one-hundredths ( 8 .11). feet to the point of beginning. A permanent .twenty (20) .foot wide drainage easement beginning at the Westerly corner of Lot 023 and the Easterly side of Liquori Drive ; thence North 70 52 ' 00" West, a distance of thirty-eight and eighty-eight one-hundredths ( 38 .88) feet ; thence North 390 50 ' Ol" East , a distance of five hundred ninetyeight and fifty-two one-hundredths ( 598. 52) feet ; thence South 130 11 ' 02" East , a distance of twenty-seven and four one-hundredths ( 27 .04) feet ; thence South 390 50 ' 01" West , a distance of five hundred sixty-eight and thirty-four one-hundredths (568 . 34) feet ; thence South 70 521 oo" East, a distance -2- BOOK 3812 PAcE 3a3 of sixteen and sixty.-one one-hundredths (16 . 61) feet ;. thence South 480 15 ' 2111 West, a distance of twenty--four and nine one- hundredths (24 -09) feet to the point of beginning. Being a permanent drainage easement beginning on the Northeasterly corner of Lot #44 (forty-four) and the Westerly side of Liquori Drive; thence South. 240 33 ' QO" East, a distance of ten (10 . 00) . feet ; thence South 650 27 ' 00" West , a distance of one hundred. forty. (140 . 00). feet ; thence South 690 05 ' 10" West a distance of thirty-seven and three one-hundredths ( 37 .03) feet along Lot *44 (forty-four) to the Northeasterly corner of Red Oak' Circle; thence Northwesterly along the Northeasterly side of Red Oak Circle, a distance of twenty and nine one-hundredths (2.0'. 09) feet; thence North 690 05 ' 10" East , a distance of thirty- five and seventy-six one-hundredths ( 3,5 . 76) feet along Lot #48. (forty.-eight) ; thence North 650 27 ' 00" East, a distance of one hundred forty (1.40.. 00). feet along Lot #44. .(forty-four) to. Liquori Drive ; thence South 240 33 ' 00"' East , a distance of ten (10 . 00) feet along Liquori Drive to the point .of beginning. Being a permanent drainage easement between Lot #14 (fourteen) and Lot #15 (fifteen) beginning in the Southerly. cor- ner of Lot #15 (fifteen) ; thence North 380 00 ' 45" West , a dis- tance of ten (10. 00) feet ; thence- North .510 59 ' 15" East, a distance of one hundred forty. (140.. 00) feet ; thence South. 380 00 ' 45" East , a distance of twenty ( 20 . 00) feet ; thence South. 510 591 15" West , a distance of one hundred forty (140 . 00) feet ; and thence North 380 00 ' 45" Went , a distance of ten (10 . 00) feet to the point of beginning . IN WITNESS WHEREOF, the said_ JOHN. .LIQUORI CONSTRUCTION CO . , INC. has caused its corporate seal to be hereto affixed ,a" tijis instrument to be signed, in its name and behalf, by' jQ1h Liquori , its President , this fifth day of July , 1972 . a`jylt.e/1.1,IJ1 In t presence .gf: JO LIQUORI CONSTRU u r ads rn } � By: M J Liquori , r s.i ": -3 i r 0 COMMONWEALTH OF MASSACHUSETTS HAMPDEN, ss . July 5th, 1972 Then personally appeared the above named JOHN LIQUOR;, President, and acknowledged the foregoing instrument to be the free act and deed of JOHN LIQUORI CONSTRUCTION .CO. ,INC. , before me, RECEIVED JUN18 1973 otary Public A � `�� My Commission Ex res �4 W431) FROM THE ORICNAI, -4- ► 1 .8775 BooK 812 PAGE 1 dsa county Registry JUN 191973 RECEIVED FOR RECORD and recorded in Boo F/,�age a1 Atte Reglst of Deeds �e-t yr 01 i r 4, TOWN OF AGAWAm, MASSACHUSETTS EDWARD A. CABA, `Yawn clerk ATED MP July 5, 1972 TO WHOM IT MAY CONCERN: RE: White Oaks96r3 John Liquori Construction Co. f, Edward A. Cana. Clerk of the Town of Agawam, hereb'f ce:llfY r', ,; .? e ^.,tics of approval,c, tl`s -a'- by �r� ,gym Plan- ning E�., .i ,e ;_, _ _ a,-d ;a,Orded at tpph s c;:,: + aild :,L �,c ;,, �;:peealwas �Gyy lveii i•��l -, tl�e FMi�. _'r� d3" SNext after such receipt and recc-rding of said notice. Sown Clerk Edward A. Caba Town Clerk EA C:rr 9 PLANNING BOARD AGAWAM, MAMACHUSEM � +n June 14, 1972 Mr. Edward Caba Torn Clerk ,Agawam, Xass. Re: #863 White Oaks John Ziquori Construction Co. Form B Dear Mr, Caba: The Planning Board accepted the above stab-division on June 13, 1972, subject to the receipt of a bond or covenant within the twenty day appeal period. Also all easements must be deeded to the Town within this period. Very truly yours, Charles Calabrese, Chairman c/1 1!J i 4 '72 �..Ar JOHN OJQUORI CONST. CO. �T1QF A (AGAWAM WHITE OAKS) } ' :`•: TOWN OF AGAWAM y 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 ' A7ED�P� Tel. 413-786-0400 PARTIAL RUEASE OF COVENAW This is to certify that the Agamm Planning Board has released ]arts 1-11 *mtlusive &Vd lots 34-41 inclusive on a definitive plan of a sub-division entitled "AVxm White Oaks Estates for John Liquorf Constowtion Co., Inc.i Scale 1" 401 Nsrah 21 1972 Pharaer Ugimeing Corporation Holyoke Pittsfield Massachusetts" recorded in h mpden County Registry of Deeds in Book of Plans 143 page 121a said lots are subject to the provdsions of a oov+enant dated Ju4 3, 1972 and F; given by John Liquors Construction Co., Inc., to the Town of Agam m. Said moverenat being recorded in Hampden County RegLstry of Deeds, Bock gaga ` vs� AGAWM P101UNG BOARD DATE 67 Tf � q t hampden as Comonwealth of Massachusetts Then personally appeared the above named Arthur J. Fuchs, laxrenoe R. O'Connell, Jr., andNate-lie C. Ceorga,smtbers of the Agawam Plaari,ng Hoard, and acknowledged Ve foregoing to be their free act and deed before. My Comission Expires....._��.....+ FA PLANNING BOARD AGAWAM, MASSACHUSETTS AT U MP May 25, 1972 Mr. Edward Caba Town Clerk Agawam, ka.ss. fr6-3 Re: White Oaks John Liguori Construction Co. Dear Mr. Caba: The Planning Board voted on May 23, 1972, to accept Mr. Liquorils request for a 30-day extension on the above sub--division. Very truly yours,/ Charles Calabrese, Chairman cfl (,GAWA' s JOHN LIQt CONSTRUCTION CO., INC., OF ARAM AGREEKENT This agreement,, made this rday of tl 1973, at Agawam, Hampde County, Massachusetts, by and between JOHN LIQ RI '(�D TRUCT10N CO., INC. OF AGAWAM, hereinafter called the DEVELOPED Arid tht TOWN OF AGAWAM, acting through its Planning Board, hereinafter called the TOWN, WITNESSETH: WHEREAS, the developer desires to carry out the development of CAMBRIDGE STREET, Lots 1-13 inclusive and lots 34-41 inclusive, as shown on a plan re- corded in Hampden County Registry of Deeds, Book of Plans 143# pages 121-124 .inclusive. WHEREAS, on July 6, 1972, the Planning Board of the Town of Agawam appro- ved the plains �e ntit led: "AGAWAM WHITE OAKS ESTATES Subdivision Plan for JOHN LIQUORI CONSTRUCTION CO., INC., OF AGAWAM Pharmer Engineering Corporation Holyoke - Pittsfield Massachusetts" NOW, THEREFORE, on consideration of the approval of the construction plan and profile by the Planning Board of said Town, the Developer agrees to completq the following items of work in a manner satisfactory to the Planning Board, ROADWAY: Construct a thirty (30) foot wide, 2j inch thick Type-.I-1 bit3aminoue concrete roadway surface over a ten (10) inch compacted bank-run gravel base. All loam and other yielding material shall be removed from the roadway prior t the placing of the gravel. base. The gravel base shall be installed in two five (5) inch layers each compacted with a ten (10) ton roller. This shall be cov- ered with a 1j inch thick top course of type I-1 bituminous concrete and rollsd with a ten (10� ton roller; then after the passage of one winter season, fin- ished with a l inch thick top course of type I-1 bituminous concrete. In addition the bitusinous concrete shall be of a type and installed its such ,a. manner as to comply with the specifications of the Massachusetts Departanent of Public Works. GRAVEL: Gravel to be taken from State approved and tested banks only. If it is necessary to test certain gravel to determine if it meets the gradation re- quirements of the Massachusetts Department of Public Works the cost of this test shall be borne by the Developer. WATER MAINS: Install eight (8) inch class 150. cement lined cast iron water mains, hydrants, valves and appurtenances as shown on said plans. R.D.Woods, Mathews Improved or A. P. Smith hydrants with 41 ineh valve opening shall be used and shall be installed with a +'T14 connection at the main with a gate vale of the New York Metropolitan style; All. Work and materials shall conform with the standards of the Department of Public Works of the Town. SURFACE DRAINAGE: Install reinforced concrete pipe, catch basins, manholes an headwalls as shown on said plans. All work and materials shall conform to the standards of the Department of Public Works of the Torn. Underdrains will be installed as required by the Town Engineer. BERMS: The Developer shall install a bitusinouss concrete edging or berm along . the gutter lines of Cambridge Street. All berms shall be installed using an ' approved berm forming machine and bituainous concrete type I-1 berm mix. The beets shall be carefully and fully protected after placing until they have los all of the heat and until they have become completely stable. TREEBELT5: The Developer shall install ten (10) foot wide treebelts on both �3.des of the street between the edge of the roadway and the street line. `free. belts are to be constructed with six (6) inches of loans which shall be fine- graded, fertilized, seeded and rolled. The Developer shall care for the seeded areas, watering, reworking and reseeding them as necessary to develop a satis- factory stand of. grass. SIDEWAIASs The Developer shall construct sidewalks on both sides of the scree JOHN LIQUO40 CONSTRUCTION CO., INC., OF AGA�AM r 2 - in all paved areas as shown on said plans. Sidewalks are to be five (5) feet in width and consist of an eight (8) inch bank run gravel base and a two (2) inch Type I-3 bituminous concrete surface. The gravel base sham, be wider'-by (3) inches on each side than the five (5) foot bi'tnminous surface. The elevation of the edge of the sidewalk nearest to the roadway shall be at least nine(9) inches above the gutter grade of the road. MONUMENTS: The Developer shall install Allr:cftori te. bounds and iron pins shown on.the plot plan of the approved sub-division, and their installation shall be certified in writing by a registered professional land surveyor.' NOTIFICATION TO DEPARTMENT OF PUBLIC WORKS: The Developer shall notify the Department of Public Works at least twenty-four (24) hours in. advance of the time when he plans to begin or resume work on this project. Failure on the part of the Developer to provide such notification shall be cause for the Tourn to require; the Developer to excavate and reconstruct as necessary in order to insure that the work has been done in a satisfactory manner. PZRFOWNCE GUARANTEE: The Developer shall furnish to the Taam a performance bond in the amourA of $35,400.00, or deposit money, or negotiable securities in this amount, to guarantee to the Mcnin the faithful performance by the Dev- eloper b `--., �'- of 4ll wni'k`,.requred -hPrit- •- X,is_expraaal;�:, stood ,and agree y e par_ies that :any ai:,all. security reauled,, der this performance guarantee are to be applied as damages for the benefit of the Town for failure of the Developer to satisfactorily complete its obligations here- under; and it 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 this performance guarantee. NOTIFICATION OF ODMPLETION: Upon completion of all work reouired herein, the Developer shall notify the Town that the work is ready for final inspection with respect to the release of the guarantee. Release of the guarantee is contingent upon all work being completed in accordance with the standards and specifications included herein. IN WITNESS WHEREOF the Town of Agawam. has vaused its corporate seal to be af- fixed hereto and these presents to be signed and sealer in its name and behalf. by a majority of the Planning Board and the Town Manager, and the Developer has signed these presents. F TOWN OF AGAWAM DEVELOPER r uo iConstruction o John Li rC . Inc. or 0 MANAGER DEVZLOPE , Agawam. By ` Appra as . Form -Date PIANNING BDARD COUNSELv4f FA TOWN OF AGAWAM, MASSACHUSETTS ++ OFFICE of the TORN TREASURER 4 June 1973 Planning Board Town of Agawam Re : White Oakes Estates Gentlemen: #863 Please be advised that the Treasurers office is in receipt of a Performance Bond in the amount of $3 5 ,400.00 from the Travelers ldemnity Company of Hartford, Conn. to cover bond for the above-named sub-division. Respectfully, David C. Ga ano Treasurer < T L162UORI �F TOWN OF AGA DEPARTMENT OF PUBLIC WORKS 'TOWN ADMINISTRAMN BUILDING N. AGAWAI�L MASSACHUSETTS May 24, 1973 Planning Board Re: White Oaks Estates Agawam, Mass. Dear Members: Please be advised that the storm drain and water main serving lots l — 13 and 34•— 41 of the above subdivision have been completed, inspected and tested. The bond, which covers the remaining portion of the work in the subdivision, , may now be signed. Very truly yours, JJS:aok ohn P. Stone, Town Engineer . � N FA v � �3 PLANNING BOARD AGAW AM, MASSACHUSMS WA h 0 March 29, 1972 Mr. Edward Caba Town Clerk Agawam, Mass. Re: John Liguori Const. Co., Inc. #863 Dear Mr. Caba: The Board has received a set of plans declared definitive submitted by Pharmer Engineering entitled "Agawam White Oaks Estates Subdivision Plan for John Liguori Construction Co., Inc." Very truly yours, Charles Calabrese, Chairman c/1 MAR 29 '72 Ail 9- t :M . .LL:P K'S OFFICE R ;y- !` ry c k�'. ` t n »e 5..n, - s,aNP ;'.'is•.,#' 4+e .K FORM B ""LIGATION FOR APPROVAL OF DEFIIVITPVE PLAN File one complete form with the. Planning Board and a copy with. the Town. Clerk in :accordance with requirements . of Section,i1r a. Agawam, Mass., .: A# Cf a . 1s .72 To the Planning Board; The undersigned herewith submits. the .accompanying Definitive Plan of property.located in the Town of Agawam for approval as a subdivision under the requirements of the Subdivision . (Control' Law and the Rules and. Regulations Governingthe Subdivision of Land of the Plannin . s the Town of Agayvam. g Boardin 2 ., 1. Name of Subdivider .:�L��N..1., .: �.. O NS C Q l Z r- p lea. arlf. s"s Address .. e.xs..86 1;•Gt]QPE€� S�`; AGAG!!� MF�55.. 2. Name of Engineer.or Surveyor Hl] CORP. :,Address..: a. n't...TdM AtI�NIJEr�F��I YdKEs 3. Deed of:jpsoperty recorded in..... AM�'DEiU. Registry Book � 168.. .. . Page ..... �+1Z ... 4. Location and Description of Property: CEE A fTACE�ED SHEET t4 Signature of a nmdr.. . 2.7 '72 °A Address ... ......... ....................... ....., 4IK f , g. TOWN OF AGAW A . TOWN CI ERK's OFFICE. rt F PHARMER ENGINEER G CORP. CIVIL. ENGINEERS& LAND SURVEYORS SURVEYS 39 MT. TOM AVENUE P. O. BOX 925 LAND COURT H01�YOKE,MAS5ACHUSETTS o+a4o * PROPERTY 533-7276 o CON5TRUCTION LAYOUT BEGINNING AT A POINT ON THE SOUTHERLY SIDE OF o 'TOPOGRAPHIC NORTH STREET AT LAND OF VIVIAN LANE THENCE RUNNING ALONG NORTH STREET' ENGINEERING N. 83° 071 0511 E. A DISTANCE OF. 24.5.1 FEET DESIGNS N,' 810 171 5511 E. A DISTANCE OF' 70.09 .FEET sTuo[Es THENCE RUNNING ALONG LAND OF OLIVER P. MOORE .PLANS �. SPECIFICATIONS S•: 04° 251 3511 E. A DISTANCE OF 94.92' FEET • SANITARY S 58 081 .251, W. A DISTANCE OF 46.32 FEET 5. 39° 371 10" W. A DISTANCE OF 368.47 FFET 531 5011 E. `A DISTANCE OF 224.70 FEET S. 82° 071 401, W. A DISTANCE OF 35.65 FEET . S. 07° 521 001: E. A. DISTANCE OF 405. 19 FEET N. 79° 411 5011 E. A DISTANCE OF 84.28 FEET S. 09° 311 0511 E. A DISTANCE OF 295.12 FEET S. 38 001 4511 E. A DISTANCE OF 328.22 FEET .9. 84° 211 301, E. A DISTANCE OF 73.23 FEET THENCE .RUNNING ALONG LAND OF THE MARDI CONSTRUCTION COMPANY . S. 01° 10, .401, F. A DISTANCE OF 283.43 FEET N 88° 361 4011 W. A DISTANCE OF 375.71 FEET N. 85° 151 , 1011 W A INSTANCE OF 728.27 FEET N. 00. 11f 3011 W. A DISTANCE OF 64.97 FEET ; N. 87° 31D.1 tltl" W. A DISTANCE OF 346.90 FEET THENCE RUNNING ALONG LAND OF THE TURNERS FALLS ELECTRIC COMPANY. IN AN ARC (IF RADIUS 5777. 15 FEET, LENGTH 705.37 .FEET AND CHORD REARING N, 29 0.11 2411. E. ' N. 57° 281 44,r 1J. A DISTANCE. OF 10.00 FEET IN. AN ARC. OF RADIUS 5787.15 FEET LENGTH 716 F D .AND CHORD SEARING N. 3E, Ci4, 1311 E. , N. 07Q 531 5fJ11 W. A DISTANCE OF 10.85. FEET T14ENCE RUNNING ALC1NG LAND OF. VIVIAN LANE � N'. .39113 371 1011 E. A DISTANCE OF 306.49 FEET 'TO PLAcE OF BEGINNING. ' S i FA a PLANNING BOARD s� AGAWAM, MASSACHUSEM h r D Ma February 22, 1972 Mr. Edward Caba Town Clerk Agawam, Mass. Re: John Liquori Construction Co., Inc., of Agawam Form B #863 Dear Mr. Caba: The Planning Board rejected this form B on February 14, 1972, for the reason that it was not properly submitted: Section 111, paragraph B, pages 4 and 5, of the Subdivision Rules and Regulations; the petition did not submit two original drawings of the the definitive plan and did not comply with the other items on pages k and 5. Very truly yours, Charles Calabrese, Chairman c/l TOWN OF AGAWAM TOWN CLERK'S OFFICE � L 8 22 1972 AAL�18�$11�1ui121 11$�$L'�L�I$