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8291_SITE PLAN- PALATIUM REALTY SPRINGFIELD STREET. #�a91 PQQQ � iurn rex+ .,6 3 EASEMENT. KNOW ALL PERSONS BY THESE PRESENTS, THAT WE, RALPH DePALMA, NICHOLAS DePALMA, ANTHONY PACELLA and ROSALIE PACELLA, all of 442 Westfield Street, Hampden County, Massachusetts, D/B/A COMMUNITY SHOPS, the owners of a parcel of land located in AGAWAM, Hampden County, Massachusetts as recorded in Book 5683, Page 495, of the Hampden County Registry of Deeds, in consideration of ONE DOLLAR ($1.00) the receipt of which is hereby acknowledged grant to PALATIUM REALTY, INC. 'of 96 Hunter's Greene Circle, Agawam, Hampden county, Massachusetts the fallowing described easement for the purposes set forth as follows; to wit: BEING a INGRESS AND EGRESS EASEMENT for the purpose of gaining ingress, egress and access to those parking spaces located on the EASTERLY boundry of the premises owned by the GRANTEE herein, and locally known as "THE FEEDING HILLS POST OFFICE" located at 1339 Springfield Street, Agawam, Hampden County, Massachusetts, Said easement over said parcel to be an easement to utilize the existing or any future driveways and parking lot rights of way in common with patrons of the so-called Community Shops to enable motor vehicles to travel to and from Springfield Street to those parking spaces located on the easterly boundary of land owned by the Grantee. In no event shall this easement be utilized for any other purpose including but not limited to use in conjunction with a so-called Drive-Thru or turn around system servicing the premises at •1339 Springfield Street. IN WITNESS WHEREOF, the parties hereto have set their hands and seals this day of February, 1996. kAqW D PALMA NICHOLAS DePALMA ANTHONY PACELLA ROSALIE PACELLA COMMONWEALTH OF MASSACHUSETTS HAMPDEN, ss. FEBRUARY , 1996 Then personally appeared the above named RALPH DePALMA, NICHOLAS DePALMA, ANTHONY PACELLA and ROSALIE PACELI.A and acknowledged the foregoing instrument to be their free act and deed before me. Donna M. St. Onge, fttary Public My Commission Expires: O1/16/98 • I D. L. BEAN, INC. LAND CONSULTANTS. 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS March 4, 2004 Board of Appeals Town of Agawam 36 Main Street Agawam, MA 01001 RE: Proposed Special Permit and Site Plan: 1339-1359 Springfield Street Dear Board Members: On behalf of our client, Ralph DePalma, we are submitting the following information for your review. 1. Special Permit Applica�7>Q.� 2. Site Plan Application. . 3. Storm Drainage Permit Application. 4. Deeds to Properties (7 pages). 5. Easements agreement document(4 pages). 6. Certified Abutters list (3 pages). 7. Front Facade plan of Proposed Bank Building. 8. Plan of Drive-up Stacking Lanes. 9. Existing Conditions Plan: 7-30-02 rev. 2-27-04. 10 Proposed Site Plan: 2-27-04. As you know, the rear of this property was recently re-zoned to Business A, to be compatible with the front of the property, and to allow this re-development. There currently exists a Woronoco Branch Bank, the U.S. Post Office, and 3 old structures used for business purposes. The 3 old structures are to be razed and will be replaced with a larger Woronoco Branch Bank, and a smaller business building to the rear. The current bank building will be utilized by Woronoco until the new building is functional. That building will then be razed and the area will be used for parking as shown. The Post Office building and site will remain essentially as is, and the new layouts will be incorporated into that site with additional parking being provided. An entrance into the abutting retail/business site is proposed at the rear of the Post Office by agreement with the property owners. (See attached document). In addition to these enhancements of the property, Ralph DePalma has agreed to provide an area for additional parking for the use of Granger Elementary School. We have laid out an area to the rear of the proposed development that will accommodate 12 additional parking spaces for their use. Page -2- March 4, 2004 1339-1359 Springfield St. Although a Storm Drain Permit application is being submitted, there are no proposed changes for the current drainage systems. Three catch basins now exist on the site that are located in the low points of the development and convey the storm water into the municipal system in 3 different locations. Minimal changes in the grading of the site are proposed and the overall decrease in pervious cover is only about 12%. Most of the decrease is in the rear of the property which directs the storm water to the catch basin located at the southeast comer of the site. The basin has an outlet pipe of only 8 inch diameter, which will restrict the flow going off site. This is a low point to all surrounding properties, and consequently, larger storms may create some ponding,but detention will be achieved. As this parking is furthest removed from the business structures, it will only be used during unusually busy periods.'(There are 44 more parking spaces than required). Additionally, the two sites being developed are less than one acre. We will be pleased to present this proposal to the Board at your earliest convenience. If there are any immediate questions or concerns, please contact us. Thank you. Sincerely, D.L. Bean, G David L. Bean, ident Enclosures: as noted cc: Planning Board Georganne Hoyman, Town Engineer Ralph Depalma DLB/ssc TOWN Of AGAWAM - 36 MAIN ST.R EET AGAWAM, MA 01001 BOARD OF APPEALS Case # Filed Hearing Application to Board of Appeals for SPECLAL PER1tii T as provided in the Zoning and other By-laws. Applicant_Palatiumm Realty, Inc. Address 275 Hillside Road, Southwick, 01077 Application is hereby made for SPECIAL PERMIT as provided by Section 180-44. Paragraph 1. of the By-law. Premises affected are situated on 5prinitfield Street; feet distant from the corner of South Westfield Street and lmown as street number ! 1359 . Property is zoned as _Business "A" A Special Permit is requested for a drive-through service window to be utilized by Woronoco Savings Bank. The existing bank building and three other old business structures will be razed to accomodate a new and larger .branch bank. A 2,000 S.F. business building is also proposed in 'the rear of the proposed bank. ,av-e-,j Sign a of owner or his,a�Lhorized agent' Ralph DePalma; President, Palatium Realty, Inc. NOTICE: THIS APPLICATION MUST BE FMLED OUT IN B47C OR TYPEWRITTEN AGAWAM PLANNING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Woronoco Savings Bank Address 1359 Springfield Street, Feeding Hills, MA 2. Name of Applicant/owner Palatium Realty, Inc. Address 515 Hillside Road, Southwick, MA 01077 Telephone 746-6220 3. Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield, MA 01085 Telephone 562-7566 4. Please give a brief description of the proposed project: This proposal is to construct a 3,518 -s.f.. building for Woronoco Savings Bank, and a 2,000 s.f. building to be utilized for office or retail. Existing buildings #1353 & #1355 will be razed for construction of the bank building, while the Bank will continue operating out of their existing building until the new building is constructed, eat which time the old Bank building will be razed. Additionally, an area for 12 parking spaces will be granted for use by the Granger Elementary School. Rev. 2/14/94 5`rQ M DPAINjjj&E R.N11I'A1'NLIC'A'l'InNS . To the Town of Agawam,Department of Public Works: The undersigned being the Owner- of the property totaled (eg:Owner,Lessee,Termtt,Intended Purchaser,etc.) at — does hereby request a permit to minimally increase impervious cover which drains to the existing storm systems currently in place on the site. The 3 existing catch basins and the current flow patterns will remain as is. am draining to) a storm drain,water course,channel or detention facility at I. A plan of the Property showing accurately all storm drains,water courses,channels or detention facilities . now existing is attached hereunto as Exhibit"A". (Submit in Duplicate) See: Proposed Site Plan 2. Plans and specifications covering any work proposed including soil erosion and sedimentation control,to be performed under this permit is attached hereunto as Exhibit"B". (Submit in Duplicate) 3. Calculations determining existing and proposed stone water runoff,capacity ofexisting facilities impacted by the planned work and the design of detention facilities are attached hereunto as Exhibit"C". (Submit in Duplicate) 4.. The name and address of the engineer or firm who prepared the calculation.design plans and specification covered by this permit is: D.L. Bean, Inc. — Westfield MA 5. The name and address of the person or firm who will perform the work covered by this permit is: No additignal drainage work is proposed. other than inspection and repair if necessary. 1N CONSIDERATION Of:THE GRANTING OF THIS PEEW 1M T-111E]INDF,BS GNL•D A tj;[F-1: I. To furnish any additional information relat in&to the installation of use of the storm drain for which this permit is sought as may be requested by the Superintendent. 2. To Accept and abide by all the provisions of Section 175-I through 175-59 inclusive of the Ordinances of the Town of Agawam and of all other pertinent ordinance or regulations that may be adopted in the fuwre. 3. To operate and maintain any storm drain and detention facilities,as may be required as a condition of the storm drainage permit in an efficient manner at all times,and at no expense to the Town. 4. To cooperate at all times with the Superintendent of Public Works and his representatives in their inspection of storm drains,and any maintenance thereof. 5. To notify the Superintendent of Public Works immediately in the event of any accident negligence.or other occurrence that occasions discharge to the storm drain of any wastes or process waters not covered by this permit or allowed by Section l75 of the Ordinance of the Town of Agawam. G. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the installation of the storm rain and related facility or connection. APPLICANT: DATE: February 27, 2004 a DeFalma ADDRESS- ' 275 Hillside Road Southwick, MA 01077 CONDITIONS OF PERMIT: APPWCATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: •*VNED: 7 35 P49467 0.5 r KNOW ALL PERSONS BY THESE PRESENTS THAT I, JOSEPH A. PACELLA of 300 Mansion Drive, Longmeadow, Hampden County, Massachusetts for and in consideration of ONE and 00/100ths ($1.00) DOLLARS aro-eekso grant to PALATIUM REALTY, INC., a Massachusetts Business Corporation with offices located at 58 Highland Avenue, Agawam, Massachusetts with QUITCLAIM COVENANTS PARCEL I: The land in said Agawam, in the Feeding Hills section being the westerly portion of Lot 06 (six) shown on the Evelina J. Trevallion Plan of Lots in Feeding Hills, Massachusetts, which plan is recorded in Hampden County Registry of Deeds in Back of Plana 17 at Page 31, eaid portion being more particularly bounded and described as follows: N Beginning at a point in the Southerly line of Springfield Street, said point being forty-one and 48/100 (42.48) feet Westerly, LLL!!! x measured along said Southerly line of Springfield street from the Northwesterly corner of Lot 45 (five) as shown on a plan of lets owned by Evelina J. Trevallion, which plan in recorded in Hampden County Registry of Deeds in Book of Plans 17 at Page 31, and U. being the Northwesterly corner of land conveyed to Verne R. Spear by dead dated November 30, 1956, recorded in Hampden County Registry of Deeds in Book 2513, Pago 220, and running SOUTHERLY along said land conveyed to Spear, a distance of one hundred twenty and 02/100 (220.02) feet to land now or formerly of the •o Town of Agawam) thence SOUTHWESTERLY making an interior angle of 99" 201, along the line of the last mentioned land, seventy-seven and 48/10D (77.48) feet to an iron pipe at the Southwest corner of Lot f6 (six) as shown an said plan, thence NORTHWESTERLY by a L line staking an interior angle of 96. 12' with the last named a line, along the land of the Town of Agawam, a distance of one v hundred thirty-eight and 44/100 1138.44) feet to the Southerly 4 line of Springfield Street, a distance of sixty-one and 48/100 (61.48) feet to a bound in the Southerly line of said Springfield c Strestt thence continuing EASTERLY by the Southerly line of b Springfield Street, a distance of fifty-two and 04/100 152.04) feet to the place and point of beginning. + SUBJECT TO rights, reservations, restrictions and easements of record to the extent the same are in force and applicable. .1 BEING the premises conveyed to the Grantor herein and Ralph De Palma by deed of Community Savings Bank dated December 19, 1985 and recorded in the Hampden County Registry of Deeds in Book 5282, Page 75. PARCEL II: Beginning an the highway leading from Agawam Center to Suffield and running thence Easterly on land now or formerly of George E. Tucker to a stone bound; thence Northerly to a stone bound at the land of Harvey Porter; thence westerly on land of said Porter to the River Road so called; thence Southerly on said River Road and on said highway to the point of beginning. Containing three fourths (3/4) of an acre more or less. Being the promisee conveyed to th Grantor and Ralph DePalma by deed of Doris M. Karigan, Executrix under the Will of Anna W. Roberts dated December 29, 1986 and recorded in the Hampden County Registry of Deeds in Book 6368, Page 546, PARCEL III: The land in the Town of Agawam, Hampden County, Massachusetts, being a portion of the promises known and designated as Lot 14 (four) as shown on a Plan of Lots recorded in Hampden County • • a�rs3s ��s3 Registry of Deeds, in Book of Plane 17, Page 31, and a portion of Lot 13 (three) as shown on said Plan, and also as shown on a Plan of Land owned by VERNE R. SPEAR dated April, 1964, dram by Frank A. Rueli, R.L.B., recorded in said Registry in Book of Plans 95, Page 77, bounded and described in one (1) parcel, as followat BEGINNING at an iron pin on the southerly side of Springfield Street, said iron pin being at the northwesterly corner of said Lot 14 (four) and at the northeasterly corner of Lot {5 (five) as 1 . shown an said plan) and THENCE running S. 69. 04' 30" E. by said Springfield Street, d Ninety (90) feet, to an iron pint THENCE running S. 0' 55' 30" W. by land now or formerly of Verne R. Spear, two hundred twenty-nine (229) feet to an iron pint 1 THENCE running H. 89. 04' 30" W. by land now or formerly of said �T Spear, Ninety (90) feet to an iron pint and THENCE running N. 0. 55' 30" E. by said Lot 15 (five) being land now or formerly of said Verne R. Spear, two hundred twenty-nine (229) feet to the iron pin at the point of beginning. SUBJECT To a first mortgage to Lester Shapiro, at al, dated January 1, 1985 and recorded in the Hampden County Registry of Deeds in Book 5744, Page $66, which the grantee assumes and agrees to pay. BEING the premises conveyed to the Grantor and Ralph DePalma by deed of ETHEL R. SLAWSBY, at. al., Trustees and Executors, dated November 30, 1984 recorded in the Hampden County Registry of Deeds in Book 5744, Page 560 and by dead of LSSTER SHAPIRO, at al by deed dated October 19, 1964 and recorded as aforesaid in Book 5744, Page 563. Parcels I, II, and III are subject to a mortgage to LISA R. DOPALNA and TINA K. D/PALMA, dated December 19, 196% and recorded as aforesaid in Book,_ 47 0.4 , Page Aga- which the grantee herein assumes and agrees to pay. IN WITNESS WHEREOF, the said JnSEPH A. PACELLA has hereunto not his hand and seal this let day of February, 1991. DONNA M. ST. ONCE, Witness 408 PH 4. PACELLA COMMONWEALTH OF MASSACHUSETTS HAKPDEN, as February 1, 1991 Then personally appeared the above-named JOSEPH A. PACELLA 4nd .. acknowledged the foregoing instrument to be his free act p t%GE deed, before me. DONNA ST. ONCE ,, Hotttzat C*'a`d f•' My Commission Expires t 1/ieea RECEM FES -51991 At�� C*A, 4WD FOU yHE t]i MpA UL UUi 4JAM H�4+r'J��4 �tb dcCh 16 IWIISSO PG2S4 S8803 03-0e-2000 P_ 09»aG KNOW ALL MLN BY TNRU pMMFTS T141T 1, PAUL L. LEPEEVR£, TRWTEE OF LODE COYOTE REALTY TRUET, u/d/t dated May 18 1999 and recorded in the RAgpden C=nty Registry of Deed& with a mailing address of 7 Mosher Street, Neat Springfield, Massachusetts for and in consideration of = THOUSAND and 00/100THS ($ 10,000.00) DOLLARS grant CO PALATTU" REALTY, INC. a Massachusetts buainean corporation with a mailing address of 515 Hillside Road, Southwiek, KA 01077 with WJITCLAIH COVENANTS the land in Agawam, PA=pdon County. Massachusetts set forth on MTBIT 'A• attached hereto u m O w a+ N 'd .d •a W rn M to Ix wiTwsss WHEREOF, the paid PAVL I.. LEFREVRE. TRUSTEE OP 77M LOSE m s COYOTE REALTY TRUST hae'hereunto set big hand(a) and Beal(a) this a d 1 ardgy of qApe f- 2000. p m -N a C Witness PAM L, TEE 00NZNOliSi1 TH OF VMSSACHUSMS HAMIPpEAT, on. ��T a71 2000 Then personally appeared the above named PAWL L. LEFEEVRE. TRUSTEE and acknowledged the foregoing instrument to be his free act and dead, before me. A.a JVA% R WWWW 190tarY Public My commission Expires- OC3. 11. 2002 11 :49AM HAMPDEN REG DEEDS * iB Bk 3. 1330 PG:255 SB803 • E?�IIB1T"A' Parcel B am algwn on a Plan of Lund m dated"PLAN OF PROPERTY 1N AGAWAK MA" pmpared by Andewn Associates far Palatimn Realty,I=dated Lmmy.2000 as roeMM in Book of Plans 31 k PW 79 of the Hampdoa County Regieuy of Deeds. Caesisting of 2.996 squasm flit a2 dwwn an itaid plan. 134rig it portion of the presi iara conveyed to tk Cnwdw by dead of Ralph DaPskva,Joseph A. Poodla and Nicholu DePalma,dated May 1 t.199P -u soCoided is Book 10769.Page 517 of the Hampden County l;egisuy of Deeds. kwvg; �3t � b� d H� � �� L) 42563 DONIAIA E.AeFl1=.tiEG16TER HAMM 0001f1Y RE6E51i1Y OF=6 _ N89'29'00"W. 90.00. co r , 5`�94,' 0=.E otr'' 13, - t r ot. Pddrtlum Regitq.: 206 . — 3 �' r .. . , 'S':tir' _ }t'•1 �J r�ri�Y�:/r�l�'eL�S(•!r��,..1 r � �r, " �•T• ,'� �- 1 .. — 1 5.; v�M!'.�� V tiv){'Try:r. 'HRtiy1=y Vt ga IVA err Ur S• '•r v -a'i..1 �=k'T�rvr r��C tirl mul - •-:� •• 'C i`". � � r,ti_. �rr •.• .�� - - ''�•vkY.'ti•:r `+l'=ti;if.v], iY,';!' r 'y*�;^_ � tar�� 'r:,t s 3i' ;;`.. ••�*'., �n:� a � t-l�-r _�.� y ?..rt;,.'-•%{�� s . '} }�� _ >- � s ` a �. w �i j w r .r�' _ x 2- : Y �k�� ,Ay`•y i��Y 3,�.. - z •1� S ..;r = a�l�v '}.';�' ] r 1 .]' .1 :� '1' i �- 1r , ,...+.r. r+-�'}+„• ';1 r�':r e•t , rr ♦, Jr L -7 < Yr v� -a .i`r ] � , ] ._.� 3 ✓` r �r�- i�!r..w. ] _ S i _ r 1. k L r'� .y jl' ,r• ... -�•� 'L _. Y��w rylr"��' .f r A � ry �y ,..w��`. Y •• ,•� - W7��i1�...F MIR 7 !{ ''::�(s� -. '.'sr�~`��F3��r pi�"'-'`�� `rta '�''.yh�rl�f' s� y� � +I�+ t'•'� �'�.1-��y'4 'S `� '.'r J�.i�- ! .. • �«. f '"''.� ria a.Lk�• 1- ',��c+- �+r, T. i.+x '"_!•max '4 L.•r t ' rs. '4 +.:r�'.lu".� •.r•i ��M 4v r. t' ti Kr )� •^•. 'r�!!l ' -•,r.L ,. ��,.,vr• -s�yy.,�"-t� •q. -'�ri•� ,r.•r �c'*,rr,,•, s 's " si } -. � ,•.. •- s '� n•-.yr �9rro-', � .fr!gr,r �; j•+.4 a .'/ i ` _ 3„'•; � � r..• � j w:., h . i —r,Fr••�a ��,�P+ s-'t ,i _._ wo ,,;ems, .+- � � y.••1 4 • t i. , NM r.'I• +. , t / t fir'+. , ��t r r. 4 - .._. e�j,.7— i v+ , v _ r 1 r �� n •� v;�"rat f *:�.�rtt �•1_�Q .sr.c�r war�.- �yYV�� 1� e . .ram. •^�.•ti+, sr•..�!# '�'+- .x 4 � .Y a'� ]- "!'° � r •r � f .. .." '~5�::�• .m 1 r t]'c > �.rr/* Sl.rr'4•r - .� t.l_- ;•:•• ... �'�r � .�\^ � �.�'� �� -•r 1F `:y "•.h;fi •1QQt f�`'p�1- i:•r'- - ._ '• ... h •7 ..]s 1L`+..C.. .ti `� -`7. D 4'I�r-il� •i+a.�' .,90,00 'r*,s c t :�y:•1 :r• �7'-IA ••ww�Cy.��nwC].��,��UT}.'•xr,�� •=r _Y r4 l� �s j.',�"`•y, ..� _ 1,�^'x� r� 3c:.��.•_.��t• _.41� r t•r/ .y'1....tic Y w.Y �}�"•� t �"✓,Y ��` _ "�'' s� .'~ ti Txt"x � T +" !r�' y�F ••�Ib'�",:+�""'} ��y,•,-"y�} rit��"S'�S"sl�.•rai' ��1•• •'+tiryk� ..�'• .,*u ! M -- - .. _•.] .. .- 1 rf EASEMENT XNOW ALL PERSONS BY THESE PRESENTS, THAT WE, RALPH DePALMA, NICHOLAS DePALMA, ANTHONY PACELLA and ROSALIE PACELLA, all of 442 Westfield Street, Hampden County, Massachusetts, D/B/A COMMUNITY SHOPS, the owners of a parcel of land located in AGAWAM, Hampden County, Massachusetts as recorded in Book 5683, Page 495, of the Hampden County Registry of Deeds, in consideration of ONE DOLLAR ($1.00) the receipt of which is hereby acknowledged grant to PALATIUM REALTY, INC. 'of 96 Hunter's Greene Circle, Agawam, Hampden County, Massachusetts the following described easement for the purposes set forth as follows; to wit: BEING a INGRESS AND EGRESS EASEMENT for the purpose of gaining ingress, egress and access to those parking spaces located on the EASTERLY boundry of the premises owned by the GRANTEE herein, and locally known as "THE FEEDING HILLS POST OFFICE" located at 1339 Springfield Street, Agawam, Hampden County, Massachusetts, Said easement over said parcel to be an easement to utilize the existing or any future driveways and parking lot rights of way in common with patrons of the so-called Community Shops to enable motor vehicles to travel to and from Springfield Street to those parking spaces located on the easterly boundary of land owned by the Grantee. In no event shall this easement be utilized for any other purpose including but not limited to use in conjunction with a so-called Drive-Thru or turn around system servicing the premises at •1339 Springfield Street. IN WITNESS WHEREOF, the parties hereto have set their hands and seals this day of February, 1996. RA PALBlA �C NICHOLAS DePALMA 6 aec ONY PACE ROSALIE PACELLA COMMONWEALTH OF MASSACHUSETTS HAMPDEN, ss. FEBRUARY , 1996 Then personally appeared the above named RALPH DePALMA, NICHOLA.S DePALMA, ANTHONY PACELLA and ROSALIE PACELLA and acknowledged the foregoing instrument to be their free act and deed before me. Donna M. St. Onge, 06tary Public My Commission Expires: 01/16/98 OPTION AGREEMENT KNOW ALL PERSONS BY THESE PRESENTS, THAT WE, RALPH DePALMA, NICHOLAS DePALMA, ANTHONY PACELLA and ROSALIE PACELLA, hereinafter referred to as the "OPTIONOR" , all of 442 Westfield Street, Hampden County, Massachusetts, D/B/A COMMUNITY SHOPS, the owners of a parcel of land located in AGAWAM, Hampden County, Massachusetts as recorded in Book 5683, Page 495, of the Hampden County Registry of Deeds, in consideration of ONE DOLLAR ($1.00) the receipt of which is hereby acknowledged grant to PALATIUM REALTY, INC. hereinafter referred to as the "OPTIONEE"of 96 Hunter's Greene Circle, Agawam, Hampden County, Massachusetts the OPTION to purchase a portion of the premises referenced above as described below on the following terms and conditions: 1. PRICE, Ten Thousand and 00/100ths ($ 10,000.00) Dollars. 2. TES on or before March 1st, 2,006. 3 . PREMISES: The premises subject to this OPTION are that portion of the so-called Community 'Shops property referenced above more accurately bounded and described as follows: BEGINNING at a point at the intersection of the Westerly and Southerly boundary lines of the premises, and being the Southwest corner of said premises, and thence running; SOUTH 89. 29 ' 00" WEST along the southerly boundary line of said premises a distance of ninety and 00/100ths (90.00) feet to a point, thence; NORTH 000 554 30" EAST a distance of thirty three and 50/100ths (33 . 50) feet to a point, thence; NORTH 89. 290 0011 EAST along the northerly boundary line of said premises a distance of ninety and 00/100ths (90.00) feet to a point, thence; SOUTH 00. 55' 30" WEST along the westerly boundary line of said premises a ' distance of thirty three and 50/100ths (33.50) feet to the point of beginning. 4. EXEgCC1SABLE: The OPTIONEE shall have the right to exercise this option at any time on or before March 1, 2006 provided that the United States Postal Service has terminated its lease of the subject premises from the OPTIONOR and the OPTIONEE, at OPTIONEE'S sole expense has obtained a so-called FORM A plan approved by the Planning Board of the Town of Agawam allowing for the addition of the subject premises to the parcel commonly known as 1339 Springfield Street, Agawam, Massachusetts, and otherwise complied with the - terms of this Agreement. Said option' shall •be exercised by CERTIFIED MAIL notice given to the OPTIONOR at the address of the property manager or management company. IN WITNESS WHEREOF, the parties hereto have set their hands and seals this day of February, 1996. RALPA D&PALMA NICHOLAS D@PALMA ANTHONY PACELLA ROSALIE PACELLA COMMONWEALTH OF MASSACHUSETTS HAMPDEN, ss. FEBRUARY , 1996 Then personally appeared the above named RALPH DePALMA, NICHOLAS DePALMA, ANTHONY PACELLA and ROSALIE PACELLA and acknowledged the foregoing instrument to be their free act and deed before me. Donna M. St. Onge, Sotary Public •My Commission Expires: 01/16/98 12003gIt��09#25166 QUITCLAIM DEED KNOW ALL PERSONS BY THESE PRESENTS that WE, CLEMENT J. TYNAN and MARY E.TYNAN,of 693 North Westfield Street,Feeding Hills,Massachusetts,and ROBERT J. TYNAN,of 51 Oxford Street, Springfield,Massachusetts, for consideration paid of FOUR HUNDRED THOUSAND($400,000.00)DOLLARS grant to PALATIUM REALTY.,INC. a Massachusetts Business Corporation with offices at 515 Hillside Road, Southwick,Massachusetts, WITH QUITCLAIM COVENANTS, Certain real estate situated in Agawam,Hampden County,Massachusetts as more particularly described on Exhibit A which is attached hereto and made a part hereof. 00 EXECUTED AS A SEALED INSTRUMENT this 1"day of May,2003. .5 L=e j• r ement J.T , to ZIA�45 cn M E. Tynan kn Ln v obert J. Tyn COMMONWEALTH OF MASSACHUSETTS HAMPDEN, SS. MAY 1,2003 Then personally appeared the above-named Clement J. Tynan, Mary E.Tynan and Robert J.Tynan,and acknowledged the foregoin instrument to be thejr-free act and deed,before me aul S.Doherty,Notary Public My Commission Expires: 11/6/03 177043-1 Bk 13153 Pg428 ##46166 EXHIBIT A Certain real estate situated in Agawam,Hampden County,Massachusetts,being known and designated as lot#5 (five)and the easterly portion of lot#6(six) as shown on a plan of lots made by Steele Bros.,recorded in Hampden County Registry of Deeds,Book of Plans 17, Page 31, said parcel being bounded and described as follows: Beginning at an iron pin on the southerly side of Springfield Street at the northeasterly comer of said lot#4(four),and running thence Westerly,one hundred ninety-one and 48/100 (191.48) feet;thence turning and running Southerly at right angles with said Springfield Street,on other land of Wilmont Ruppert Francis Trevallion,one hundred twenty and 2/100(120.02) feet to land now or formerly of the Town of Agawam,thence turning and running Easterly by an interior angle with the last described line of 80'40',thirty-nine and 52/100(39.52) feet to a stone bound at the southeasterly comer of said lot#6 (six); thence turning and running Southerly by an exterior angle of 89°47'30"with the last described line, one hundred fifty-one and 18/100 (151.18)feet along said land of the Town of Agawam to an iron pipe at land of said Fuller; thence turning and running Easterly by an interior angle with the last described line of 98*43' along said land of Fuller,one hundred twenty-eight and 501100(128.50) feet to an iron pipe at the southwesterly comer of lot#3 (three) as shown on said plan; thence turning and running Northerly by an interior angle with the last described line of 9U°24'30"along said lot#3 (three), two hundred sixty-nine and 95/100(261.95) feet to the place of beginning. EXCEPTING from the above-described parcel of land lot#4 (four) as shown on the aforementioned plan recorded in Hampden County Registry of Deeds,Book of Plans 17,Page 31. Also see Book of Plans 302,Page 58 and taking by Town of Agawam recorded as aforesaid in Book 980I, Page 25. BEING the same premises conveyed to the grantors herein by deed dated May 8, 1995 and recorded in the Hampden County Registry of Deeds in Book 9132,Page 456. a SroN «� C N bpIdALD E.AS HE.. m w�11POB1601 'l � a 177M-1 I Jd 50. r. IA r r . . 4 p lb 14 O � y • 1 2 b r � O ' ti a pv b 1 pl 1 , a' Q N N 4 r 1 ` � 0 Jn. 19% 1 r - f yy - � Town of Agawam yr py�1 Assessor`s Office M 36 Main Street, Agawam, Massachusetts 01001-1837 Tel. 413 -786-0400 x 258 Fax 413 - 786-9927 . Email: assessor@agawam.ma.us March 4, 2004 > �� M Mr. Dave Beare > 40 School Street z Westfield,MA 01085 Dear Mr. Bean; RE: Abutters list for 1339-1359 Springfield St. (E9 2 4,5,6) The attached abutters list for the above-named property has been certified with 14 abutters. If you have any questions,please call. Sincerely yours, kzz& Linda M. Mofneau, MAA Assessor . Page of Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Ma` TeL 413-786-0400 Faa..413-7864P27,. DATE: February 27, 2004 CERTIFICATION OF ABUTTERS LIST SPECIAL PERMIT - within 300' PROPERTY LOCATION: 1 39-1359 Springfield Street MAP # E-9 BLOCK# 2 LOT#'s 4, 5, 6 CONTACT PERSON NAME: Dave Bean D.L. Bean, Inc. CONTACT PERSON- ADDRESS 40 School Street Westfield, MA 01085 CONTACT PERSON- PHONE NUNSER 562-7566 ABUTTERS Name: S. & L.' Management Co. - Map# D-9 Bloch 6 Lot# 8 ►i' Address of property: 14 South Westfield Street Address of Owner: 100 Wilbraham Road Springfield, MA 01109 Name: Elizabeth L.T. &, Julie A. James Map4D-9. Block# 6 Lot# 9 _1l� Address of Property: 30 South Westfield Street- Address of Owner: 30 South Westfield Street, Feeding Hills, MA 01030. • _ ...��•.a � .,,,...,r-..fir„_ ABUTTM Name : D-9 Block# 6 Lot# 10 Addressofpropecty: 18 South Westfield Street Address pfoWner 4 Meadow Street • Westfield MA 01085 Name: Sun Comipany Inc. _ Map# D=9 Block# 6 Lot# 12 AddressofpropeM: 6;io South Westfield Street AjJdqg of Owner: 1801 Market Street Philadel hia PA 19103 Na=: ! Town of Agawam_ __ Map# E-9 Block# 2 Lot# 2 Address of property: , 1305 Springfield Street Agawam ,Jr. High School Addre33,0fO mgt- 36 Main Street, Agawam, MA - 01001-1825 Name: ' Paul L. Lefebvre Trustee E-9 BlocW— 2 Lot _ 3 . Address of property: 1325 Springfield Street-- Lone Coyote Realty Trust Address of Owner: 7 Mosher Street, West Springfield, MA • 01089 Name: Mass C6S!ntry Manor Map# E-9 Block# 2 Lot# 7 L/ Address ofproperty : 59 South Westfield Street Mass Country Manor Limited Partnership Address Of Owner: _, 360 Union Street, West Springfield, MA 01089-4123 `1 Name: Town of Agawam Map# E-9 Block# 2 LOW13 v Address Of property: 31 South Westfield- Street Town of Agawam - Granger Elezm. School Address of Owner:_, �34,-4a1n v,.Gr.v_aC, Agawam. MA ' - Pale 3 3 ABUTTERS Name : St. Marie Enterprises, Inca E-10 Bloom 2�Lot# 141,r Address ofproperty : 26 North Westfield Street Address of Owner: 363 Tremont Street, Springfeild,MA 01104-1725 Name: LYnetteA. Williams _ __Map# E-10 Block##. 2 Lot# 15 ' Address of property : 14 North Westfield Street Address of Owner: 14' North Westfield Street, .Feeding Hills,. MA .01030-1606 Nam; Pride Convenience, Inc. Map# E-10 Block# 2 Lot# 17 Address of property : __ 6 North Westfield Street Address,OfOwIIei: 246 Cottage street, Sprihzfieid, _UL OL 04-4002 J Name: St. Marie Enterprises, Inc. Map# E-10 Block# 2 Lot# 20 Address of property: 1350 Springfield Street T C/O Stop & Shop Co. - J. Donovan Address of Owner: � P.O. Box 369, Boston, MA 02101 _ Name: Paul L. Lefebvre, Trustee Map# E-10 Block# 2 Lotrt 21 !•,I Address of property: i34o-ji42 s rin field Street Lone Coyote Realty, Trust Address of Owner. 7 Mosher Street, West Springfield, MA 01089 Name: - J. 6 J. Agawam Realty Associates, LLC _ Map# E-1 Bloom 2 L,04 22 V .kddress of property: „ 1282 Sgringfield_Street _ J. &. J. Agawam Realty Associates, LLC Partnership 4ddress of Owner: 98 Cutter Mill 'Road' - Suite 310N, Great Neck, NY 11021-3066 IE1 J W A p� V�y AT]---HI v V a �Z EI=P9J �J � 0 Vj � .� �� v,�"i11 �v � � V � v V� • MW j x "life N w CJ- �� V ` p �r - ,� • k6vua AIL �w..-.. �( � � �� w 1 JIB „} •e. 1� \ `��-( � NJ LO v � , *h � � � or hill V � `J\y •l'pl, �•� J --ram\ , \ �\ . U co ca (:a) m en eQ tj LL V .. .sue- — ti Nit a a ? ll r hs3 '54 Town of tgawam 9 36 Main Street Agawam, Massachusetts 01001-1837 y � D Ma Tel. 413-786-0400 Fax 413-786-9927 August 9, 2004 Ralph DePalma Pala_tium Realty 515 Hillside Realty Southwick, MA OI077 Dear Mr. DePalma: It has recently come to the attention of the Planning Office that the easement that you submitted with your Site Plan for 1353-1359 Springfield Street does not provide you with the ability to provide an exit into the Community Shops parking lot. Attached please find a copy of a letter from the owner of the Community Shops. Please submit a revised Site Plan eliminating this exit for the Planning Board's approval. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Deborah S. Dachos, Director Office of Planning and Community Development cc: Lone Coyote Realty Building Engineering Planning Board LONE COYOTE REAL TY/BIG WIND CORP. 7 MOSHER�STREET WEST SPRINGFIELD, MA 01089 (413) 733-3780 August 6, 2004 Dennis B. Hopkins, Chairman Agawam Planning Board 36 Main Street Agawam, MA 01001 RE: Proposed Site Plan 1353-1359 Springfield Street, Agawam, MA Dear Mr. Hopkins: own the Community Shops, located at 1365 Springfield Street, Feeding Hills, MA, and it has recently come to my attention the neighboring aforementioned development has proposed to exit vehicular traffic into the Community Shops parking lot, parlously close to the west end of our building. Please be advised there is no existing easement to accomplish this and there has been no contact between myself and the developer. There is an easement (please see attachment) however It is a very specific easement for the Post Office Parking located just east of the existing post office building. Additionally, I am very dismayed that the Planning Board would allow a neighboring project to dump traffic on to my property with out any imput or comments by myself, or concerns as to liability, maintenance, general wear and tear on the parking lot etc.. As such, I request that no Certificate of Occupancy be issued until this is resolved. W cc: Building Department BP103391-0079 96--02-IS 11 11 OLOH eS ,g 5 EASEMENT KNOW ALL PERSONS BY THESE PRESENTS, THAT WE, RALPH DePALMA, NICHOLAS DePALMA, ANTHONY PACELLA and ROSALIE PACELLA, all of 442 Westfield Street, Hampden County, Massachusetts, D/B/A COMMUNITY SHOPS, the owners of a parcel of land located in AGAWAM, Hampden County, Massachusetts as recorded in Book 5683, Page 495, of the Hampden County Registry of Deeds, in consideration of ONE DOLLAR ($1.00) the receipt of which is hereby acknowledged grant to PALATIUM REALTY, INC. of 96 Hunter's 'Greene Circle, Agawam, Hampden County, Massachusetts the fallowing described easement for the purposes set forth as followst to wit: BEING a INGRESS AND EGRESS EASEMENT for the purpose of gaining ingress, egress and access to those parking spaces located on the EASTERLY boundry of the premises owned by the GRANTEE herein, and locally known as "THE FEEDING HILLS POST OFFICE" located at 1339 Springfield Street, Agawam, Hampden County, Massachusetts, Said easement over said parcel to be an easement to utilize the existing or any future driveways and parking lot rights of way in common with patrons of the so-called Community Shope to enable �o motor vehicles to travel to and from Springfield Street to those parking spaces located on the easterly boundary of land owned by the Grantee. �i In no event shall this easement be utilized for any other purpose including but not limited to use in conjunction with a so-called Drive-Thru or turn around system servicing the premises at 1339 i Springfield Street. a IN WITNESS WHEREOF, the parties hereto have set their hands and seals this /,sf,( day of February, 1996. V RA DfiPALMA NICHOLAS DePALMA a'tec. AN ONY PACEL ROSALIE PACELLA COMMONWEALTH OF MASSACHUSETTS HAMPDEN, Be. FEBRUARY /f, 1996 Then personally appeared the above named RALPH DePALMA, NICHOLAS DePALMA, ANTHONY PACELLA and ROSALIE PACELLA and acknowledged the foregoing instrument to be their free act and deed before me. Donna M. St. Onge, N(6taiy Publio tyE- My Commission Expires: 01/16/98 svto'. , T 1 LO 0 .ra&7 4p-1 71 02, roe,p JJ it a?- J, ozy's?w 5�1 07 98 Z-ZO7 a goo LZ 7-, 07 0i ,�"A 7LZ07\%" .64� PV 4'?'0 Zo. TO wN oF AGA wAm 0 INTEROFFICE y �R�O MPS 1�lEMOR14ND UM To: Board of Appeals ' CC: Planning Board, File From: Engineering Division Date: May 10, 2004 Subject: Site Plan 435 - Springfield Street - Palatium Realty- Per your request dated March 16,2004,the following comments are offered to the Board of Appeals on this site plan. Since the action of the Planning Board the proposer's engineer has discussed the concept of utilizing infiltrator structures to provide some drainage peak runoff reduction. Once all approvals are received on this project,the proposer's engineer will perform further investigation'to determine if this is feasible. This is acceptable to DPW Engineering. No additional submittals have been received by DPW Engineering as of today. It is assumed that if the Board of Appeals approves of the proposal, additional submittal will then be made by the proposer to comply with DPW Engineering's comments except as specified by the Planning Board below. COMMENTS TO PLANNING BOARD The following is a copy of comments referred to the Planning Board by DPW Engineering about this site plan. The Planning Board approved the site plan contingent upon resolution of Engineering's comments except# 4, 7, 12. Engineering's March 30, 2004 comments: Per your request dated March 10, 2004, we have reviewed the Site Plan entitled; "Proposed Site Plan, Agawam, Massachusetts"; For: Palatium Realty, Inc., 515 Hillside Road, Southwick, MA; prepared by: D.L.Bean,Inc.,40 School Street,Westfield,Massachusetts; Scale: 1" =20%Rev: Mar. 10,04. Upon further review, the previous comments should be amended as follows. The two following comments originally submitted by Engineering should be eliminated. 1. A Storm Drain Permit will be required from the Department of Public Works, because the site is greater than 1 acre. The proposed increase in impervious area is 12% of the existing site. Storm drainage calculations and analysis must be submitted for the 2, 10, and 100 year storm events. Include a proposal for on-site retention/structures with this submittal. At a minimum,the area being reconstructed (---50% of the site) must comply with retention requirements of Town code. Please show the roof drain systems for proposed buildings on Lot II and Lot III. 2. The applicant is claiming that the additional impervious area created by new construction will be mitigated by the existing catch basin at the southeast corner of the subject site. This catch basin has an 8 inch diameter outlet. The Applicant is stating that this outlet will act as a detention system with storm waters ponding on the existing bituminous concrete around this C.B. We ask that storm drainage calculations for this C.B. be submitted as part of Item# 1 above. In their place, I make the following comment about the drainage system. -One parcel is being split into three,one for each building.The areas of these parcels are less than the one acre threshold which requires stormwater retention on-site. I request that the proposer's engineer look at ways to retaining drainage flows on-site. Please propose measures to attenuate peak flows where feasible such as a small orifice on catch basin outlets,the use of perforated pipe between CB laterals if soils are appropriate, or the grading of the site such that the peak flows are attenuated. These measures would assist the town to handle occasional street flooding in Springfield St. during large storm events. 3. It is recommended that any disturbed soils during construction be surrounded by silt fence as needed to keep soils on-site. Safety fencing will be required to be installed and maintained throughout project duration(to isolate buildings in use from on-going construction). Please show the silt fence location on the plan. 4. We suggest eliminating four parking stalls. These stalls do not have an adequate back-up turning radius to be functional. They are:the two most westerly stalls in the proposed parking field just north of the proposed building on Lot H and; the two most easterly stalls in the proposed parking field just northeast of the proposed building on Lot III (the H.C. stall and the opposing stall). Must use AAB/ADA design for all on-site handi-cap parking stalls. See the attachment for locations. 5. Replace all sidewalks and driveway aprons within Springfield Street layout.The site plan must show driveway closing. Entrance drives need adjoining sidewalks to be handi-cap accessible. The Applicant must apply for a Mass. State Roadway Opening Permit for the construction of new walks and driveway openings. Include Mass. State Highway construction details for all of these areas. We suggest increasing the proposed on-site sidewalk gravel thickness from 6 inches to 8 inches. See the attachment for location. 6. Add MUTCD standard"One Way" and"Do Not Enter" signage(with a detail for each)at By-Pass- Isle (towards Post Office) and exit driveway from bank canopy stalls. Install one of each at both locations. Proposed painted vehicular traffic direction arrows on two common driveways at Springfield Street to be thermo-plastic. See the attachment for locations 7. Please ensure that the vehicle queue storage area is adequate within this site for drive-thru bays. Include analysis for anticipated worse case queue length utilizing trip generation or actual data for this site. Show how that compares to queue for present peak hours(i.e. Saturday morning peak,etc.). See the attachment for location. 8. Move existing utility pole to new location outside of proposed driveway between rear of Post Office and Community Shops. See the attachment for location. 9. Verify that proposed sanitary sewer lateral to new building in Lot II is functional,will have enough pitch to function,and will not be impacted by depth of bank drive-thru canopy,footings. Depending on results,this lateral may require replacement. Move this sanitary sewer's clean out location 30 feet northerly from its proposed location. Include easement granted from Lot III to Lot 11, for sanitary sewer lateral and water service traversing Lot III to service Lot 1I. See the attachment for location. 10. Easements must be established for the common driveway area as follows: Lot I to grant easement to Lot II to allow access to Lot II through common driveway. Lot II to grant easement to Lot I to allow access to Lot I through common driveway.Also, Lot III to grant easement to Lot II to allow Lot II access to the parking stalls on the southern most portion of Lot 111. See the attachement for locations. 11. Easterly abutter (Community Shops) to grant easement to Lot I so Lot I can be accessed through proposed driveway between easterly abutter and Lot I. Also provide easement from easterly abutter to allow access to the parking stalls along eastern edge of Lot I. Provide documentation from easterly abutter agreeing to proposed improvements on subject site that will impact their site. See the attachment for location. 12. The Applicant is proposing parking spaces for the Granger Elementary School at the southern most edge of Lot H. The Applicant should include on the plans the easement being granted to the school for this area. The Applicant should also include an explanation the details about this parking area. These details should include but not be limited to items such as: Who proposed this parking area; Is the school aware of this proposal; Who will maintain this,area; Should this area be given to the school; Could a swap be made to eliminate the pinch point with drive through storage area for the bank. Has there been any discussion with the school about this improvement? If so,please provide documentation with their approval and intent on this development. See the attachment for location. 13. Curb stops or some other barrier are required for proposed school parking stalls. The proposal must ensure that vehicles do not cut between the school and the Post Office site. Also add spot elevations to show drainage scheme in this general area. Show slope between this school parking area and the nearby saw cut bituminous concrete. Do not exceed a 3:1 slope between the proposed parking areas. See the attachment for location. 14. Clarify proposal for chain link fence on southerly line. Coordinate with school about pedestrian access through this site. See the attachment for location. 15. The following notes will be on all site plans: "Sanitary sewer lateral to have minimum of 4 feet of cover" and"Water service to have minimum of 5 feet of cover". "All improvements within the State R.O.W. (Springfield Street) shall conform to Mass. Highway specifications." "Prior to any installation of any sewer,water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division". i "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." C "The contractor/owner shall be responsible for testing any existing Town gale valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main." 16. Please add the site's address within or near the title box on the plan. 17. DPW survey information shows that there are several sags in grade in the existing parking lot behind the Post Office. We recommend that this area be re-paved to establish proper drainage. 18. We defer administration of the specific zoning criteria to the Building Inspector. If you have questions, please do not hesitate to contact our division. Sinc'rely, ! J Georg e J. Hoy` an,P. f /Tow /Engineer C SASP1435woronoco\01.wpd i I Town of Agawam. 36 Main Street Agawam,Massachusetts 01001-1837 A Tel. 413-786-0400 Fax 413-786-9927 M April 2, 2004 Ralph DePalma Palatium Realty C? 515 Hillside Road ca Southwick, MA 01077 Dear Mr. DePalma: At its duly called meeting held on April 1, 2004, the Agawam Planning'Board voted to approve the site plan entitled "Proposed Site Plan, 13534359 Springfield Street, Agawam, MA" for Palatium Realty, Inc., prepared by D.L. Bean, Inc. and dated Feb. 27, 2004, rev: Mar. 31, 2004 with the following conditions: -- cut sheets for the proposed decorative lighting are to be submitted to the Planning Board for their approval; -- . elevations of the proposed building at the rear of the site is to be submitted-to the Board; -- the dental molding on the new bank building shall be extended to include the canopy of the drive-up area; -- the March 30, 2004 comments from the Engineering Department (attached) shall be addressed with.the exception of items ##4, 7 & 12. Three copies of the revised site plan shall be submitted for the Board's signatures. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Dennis B.Hopkins, Chairman e AGAWAM PLANNING BOARD cc: D.L. Bean, Inc., Engineering Dept., Building Dept., ZBA,Town Clerk, File OFA- GA1 f AM�0 y� 0 9 INTER OFFICE MEMORANDUM D To: Planning Board CC: Building Dept. /Files : ' "�.�. From: Engineering Division Date: March 30, 2004 Subject: Site Plan 435 Springfield Street-Palatium Realty Per your request dated March 10,2004,we have reviewed the Site Plan entitled,"Proposed Site Plan, Agawam, Massachusetts"; For: Palatium Realty, Inc., 515 Hillside Road, Southwick, MA; prepared by: D.L.Bean, Inc., 40 School Street, Westfield,Massachusetts; Scale: I"=20';Rev:Mar. 10, 04, and we note the following(please refer to the attachment for location of specific items): I. A Storm Drain Permit will be required from the Department of Public Works, because the site is greater than 1 acre. The proposed increase in impervious area is 12% of the existing site. Storm drainage calculations and analysis must be submitted for the 2, 10,and 100 year storm events.Include . a proposal for on-site retention/structures with this submittal. At a minimum, the area being reconstructed (---50% of the site) must comply with retention requirements of Town code. Please show the roof drain systems for proposed buildings on Lot-II and Lot III. 2. The applicant is claiming that the additional impervious area created by new construction will be mitigated by the existing catch basin at the southeast corner of the subject site. This catch basin has an 8 inch diameter outlet. The Applicant is stating that this outlet will act as a detention system with storm waters ponding on the existing bituminous concrete around this C.B. We ask that storm drainage calculations for this C.B. be submitted as part of Item# I above. 3. It is recommended that any disturbed soils during construction be surrounded by silt fence as needed to keep soils on-site. Safety fencing will be required to be installed and maintained throughout project duration(to isolate buildings in use from on-going construction). Please show the silt fence location on the plan. 4. We suggest eliminating four parking stalls. These stalls do not have an adequate back-up turning radius to be functional.They are: the two most westerly stalls in the proposed parking field just north of the proposed building on Lot U and; the two most easterly stalls in the proposed parking field just northeast of the proposed building on Lot III (the H.C: stall and the opposing stall). Must use AAB/ADA design for all on-site handi-cap parking stalls. See the attachment for locations. r r e all sidewalks and driveway aprons within Springfield Street la out. The site plan must show 5. Replace y py driveway closing.Entrance drives need adjoining sidewalks to be Nandi-cap accessible.The Applicant must apply for a Mass. State Roadway Opening Permit for the construction of new walks and driveway openings. Include Mass. State Highway construction details for all of these areas. We suggest increasing the proposed on-site sidewalk gravel thickness from 6 inches to 8 inches. See the attachment for location. 6. Add MUTCD standard"One Way"and "Do Not Enter"signage(with a detail for each) at By-Pass- Isle (towards Post Office) and exit driveway from bank canopy stalls. Install one of each at both locations. Proposed painted vehicular traffic direction arrows on two common driveways at Springfield Street to be thermo-plastic. See the attachment for locations 7. Please ensure that the vehicle queue storage area is adequate within this site fof drive-thru bays. Include analysis for anticipated worse case queue length utilizing trip generation or actual data for this site. Show how that compares to queue for present peak hours(i.e. Saturday morning peak, etc.). See the attachment for Iocation. 8. Move existing utility pole to new location outside of proposed driveway between rear of Post Office and Community Shops. See the attachment for location. 9. Verify that proposed sanitary sewer lateral.to new building in Lot II is functional, will have enough pitch to function, and will not be impacted by depth of bank drive-thru canopy footings. Depending on results,this lateral may require replacement.Move this sanitary sewer's clean out location 30 feet northerly from its proposed location. Include easement granted from Lot III to Lot II for sanitary sewer lateral and water service traversing Lot III to service Lot II. See the attachment for location. 10. Easements must be established for the common,driveway area as follows: Lot I to grant easement to Lot If to allow access to Lot II through common driveway. Lot II to grant easement-to Lot I to allow access to Lot I through common driveway. Also, Lot III to grant easement to Lot II to allow Lot 11 access to the parking stalls on the southern most portion of Lot III. See the attachement for locations. 11. Easterly abutter (Community Shops) to grant easement to Lot I so Lot I can be accessed through proposed driveway. between easterly abutter and Lot I. Also provide easement from easterly abutter to allow access to the parking stalls along eastern edge of Lot I. Provide documentation from easterly abutter agreeing to proposed improvements on subject site that will impact their site; See the attachment for location. 12. The Applicant is proposing parking spaces for the Granger Elementary School at the southern most edge of Lot II. The Applicant should include on the plans the easement being granted to the school for this area. The Applicant should also include an explanation the details about this parking area. These details should include but not be limited to items such as: Who proposed this parking area; Is the school aware of this proposal; Who will maintain this area; Should this area be given to the school; Could a swap be made to eliminate the pinch point with drive through storage area for the bank. Has there been any discussion with the school about this improvement? If so, please provide documentation with their approval and intent on this development. See the attachment for location. 13. Curb stops or some other barrier are required for proposed school parking stalls. The proposal must ensure that vehicles do not cut between the school and the Post Office site.Also add spot elevations to show drainage scheme in this general area. Show slope between this school parking'area and the nearby saw cut bituminous concrete. Do not exceed a 3:1 slope between the proposed parking areas. See the attachment for location. 14. Clarifyproposal for chain link fence on southerly line. Coordinate with school aboutpedestrian access through this site. See the attachment for location. 15. The following notes will be on all site plans: "Sanitary sewer lateral to have minimum of 4 feet of cover" and"Water service to have minimum.of 5 feet of cover". "All improvements within the State R.O.W. (Springfield Street) shall conform to Mass. Highway specifications." "Prior to any installation of any sewer,water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8., No piping/appurtenances will be installed or backfilled without the permission of the division". "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made.The contractor/owner will also be responsible for.repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main." 16. Please add the site's address within or near the title box on the plan. 17. DPW survey information shows that there are several sags in grade in the existing parking lot behind the Post Office. We recommend that this area be re-paved to establish proper drainage. 18. We defer administration of the specific zoning criteria to the Building Inspector. If you have questions, please do not hesitate to contact our division. Sincerely, Rick S. Seidnitzer 0ee , P.E. Civil Engineer I S ASP1435woronocal0l.wpd ONLY' ",WILL REQUIRE ACTUAL FIELD L• • ' ER] ION. NURE UNDERGROUND IL. .d EXIST THAN An SHOW, DIG • � �' W UTILITYE As WELL AS-EACH ALL nt wn'IFIED TQ NARKTHEf NPAllE �• j d 4ij- UNDERGROUND LIVES AT LEAST 72 HOURS 'c PRIOR TO ANY EXCAVATION. F 1� DIG SAFE TEL: 1-808-344-7233 ' r rrrn oAar r er7s! Tana.e/aa '� $ 7a{yrfr OF AGAi✓AM •.Arkne �.rs+vGs4 6[EMsvT44y �s[.Yna4" PA.eKivG f9t.E,p I rwisY�. \ �D'Z�pbp v 1 s wA1 cy+y.,A.i Tp O.wL.lY61�r 7 • .� e. FP /. Or�� A'�TCL•/ A '� rI• rr�.-,�--czre;• ,�Aca '•S' rtv+a \ � rf•11 LG [arnw-d Yd 6B •2! C+ P.espxe. '0,....,ar7ee a�cr �p -i W/!'Taa.v�ac Fc+.•cQ .tt5'� � .e6s — r sys -A Ii57, rvi•�t . - C .' b �t.'a./C 6.1• 1 Yin`p1� /Lf�--+� � � 5 Po �. .p er Ce..•a, a sa�� 1 yrofbssn a 1 ' W x.p ti d O z !: ' tA ♦+wr C4' �i.s Ol1G�i1L0� ° � ' •/.i./ems. F'+` •..�1 ly•ai4 7; ari/inG s NCatt:. � ?� N i iqt �GewaJ Akot h Aw A. .` av As rlvg.'-caw•r.!'&irar' N 'rrrds/.yK;C.•.c:- '%X• '� ..a5• c�.a-c. w�[.r" - i '•p�'� Q inrr e P•rY y pc : Ap go T.�c y w e ,c u.y+ �✓7�t erns . ' STi4 EE T • G�-N�RAL N�7�5 _ _ A+PEA . aF P.9.PCeG a /..�i[ �q�eEs•� . • `i �.�'%SY7n'G BarLo�.v� Gbv6,e,Fer,Q /�./f//. TIAM PARNMO AND ORNEWAY PAVEMENT STRUCTURE r.„„«...., '." •�.A.ef'i rya sa cea g•f(l-le i J .�I.r'.".. - rP9cf'iM5 �orba ,e�y7viceo m f0 Fd � e w.m>a rrr-r v a TowNOFAGAWAM . - INTER OFFICE • Zoo � �� 9 n may MEMORANDUM To: Planning Board CC: Building Dept. /File 1 204 From: Engineering DivisionA, 7 , Date: March 30, 2004 Subject: Site Plan 435 - Springfield Street- Palatium Realty - Review Comments Revision Per your request dated March 10;2004,we have reviewed the Site Plan entitled, "Proposed Site Plan, Agawam, Massachusetts'; For: Palatium Realty, Inc., 5I5 Hillside Road, Southwick, MA; prepared by: D.L.Bean,Inc.,40 School Street, Westfield,Massachusetts; Scale: 1"=20; Rev: Mar. 10,04. Upon further review,the previous comments should be amended as follows. The two following comments originally submitted by Engineering should be eliminated. I. A Storm Drain Permit will be required from the Department of Public Works, because the site is greater than 1 acre. The proposed increase in impervious area is 12% of the existing site. Storm . drainage calculations and analysis must be submitted for the 2, 10, and 100 year storm events. Include a proposal for on-site retention/structures with this submittal. At a minimum,the area being reconstructed (-50% of the site) must comply with retention requirements of Town code. Please show the roof drain systems for proposed buildings on Lot II and Lot III. 2. The applicant is'claiming that the additional impervious area created by new construction will be mitigated by the existing catch basin at the southeast comer of the subject site. This catch basin has an 8 inch.diameter outlet. The Applicant is stating that this outlet will act as a detention system with storm waters ponding on the existing bituminous concrete around this C.B. We ask that storm drainage calculations for this C.B. be submitted as part of Item# I above. In their place,I make the following comment about the drainage system. -One parcel is being split into three,one for each building. The areas of these parcels are less than the one acre threshold which requires stormwater retention on-site. I request that the proposer's engineer look at ways to retaining drainage flows on-site. Please propose measures to attenuate peak flows where feasible such as a small orifice on catch basin outlets,the use of perforated pipe between CB laterals if soils are appropriate, or the grading of the site such that•the peak flows are attenuated. These measures would assist the town to handle occasional street flooding in Springfield St. during large storm events. If you have questions, please do not hesitate to contact our division. 'Sincerely, eor a J. H an,P X. o VEngineer S ASM435woronocol0 f.wpd TowNoFAGAwAm O 93 INTER OFFICE + ��RTE 0 Mpy MEMORANDUM To: Planning Board 1 2R4 CC: Building Dept. / File � ��i 3 � � From: Engineering Division ,; ; Date: March 30, 2004 Subject: Site Plan 435 - Springfield Street - Palatium Realty - Review Comments Revision Per your request dated March 10,2004,we have reviewed the Site Plan entitled, "Proposed Site Plan, Agawam, Massachusetts"; For: Palatium Realty, Inc., 515 Hillside Road, Southwick, MA; prepared by: D.L.Bean,Inc.,40 School Street, Westfield,Massachusetts; Scale: 1"=20'; Rev: Mar. 10, 04. Upon further review, the previous comments should be amended as follows. The two following comments originally submitted by Engineering should be eliminated. I. A Storm Drain Permit will be required from the Department of Public Works, because the site is greater than 1 acre. The proposed increase in impervious area is 12% of the existing site. Storm drainage calculations and analysis must be submitted for the 2, 10, and 100 year storm events. Include a proposal for on-site retention/structures with this submittal. At a minimum,the area being reconstructed (-50% of the site) must comply with retention requirements of Town code. Please show the roof drain systems for proposed buildings on Lot II and Lot III. 2. The applicant is claiming that the additional impervious area created by new construction will be mitigated by the existing catch basin at the southeast corner of the subject site. This catch basin has an 8 inch diameter outlet. The Applicant is stating that this outlet will act as a detention system with storm waters ponding on the existing bituminous concrete around this C.B. We ask that storm drainage calculations for this C.B. be submitted as part of Item# 1 above. In their place, I make the following comment about the drainage system. -One parcel is being split into three,one for each building. The areas of these parcels are less than the one acre threshold which requires stormwater retention on-site. I request that the proposer's engineer look at ways to retaining drainage flows on-site. Please propose measures to attenuate peak flows where feasible such as a small orifice on catch basin outlets,the use of perforated pipe between CB laterals if soils are appropriate, or the grading of the site such that the peak flows are attenuated. These measures would assist the town to handle occasional street flooding in Springfield St. during large storm events. I If you have questions, please do not hesitate to contact our division. Sincerely, / '/11� ffe, tE a J. H an, P .gineer &15P\435wcronoco101."d To wN OF A GA wAm 0 INTEROFFICE - � D 1�1 11/1EMORAN U To: Planning Board CC: Building Dept. I File • i From: Engineering Division Date: March 30, 2004 Subject: Site Plan 435 - Springfield Street - Palatium Realty Per your request dated March 10,2004,we have reviewed the Site Plan entitled,"Proposed Site Plan, Agawam, Massachusetts"; For: Palatium Realty, Inc., 515 Hillside Road, Southwick, MA; prepared by: D.L.Bean, Inc., 40 School Street,Westfield,Massachusetts; Scale: 1" =20; Rev: Mar. 10, 04, and we note the following (please refer to the attachment for location of specific items): ' I. A Storm Drain Permit will be required from the Department of Public Works, because the site is greater than 1 acre. The proposed increase in impervious area is 12% of the existing site. Storm drainage calculations and analysis must be submitted for the 2, 10,and 100 year storm events. Include a proposal for on-site retention/structures with this submittal. At a minimum, the area being reconstructed (--50% of the site) must comply with retention requirements of Town code. Please show the roof drain systems for proposed buildings on Lot H and Lot III. 2. The applicant is claiming that the additional impervious area created by new construction will be mitigated by the existing catch basin at the southeast corner of the subject site. This catch basin has an 8 inch diameter outlet. The Applicant is stating that this outlet will act as a detention system with storm waters ponding on the existing bituminous concrete around this C.B. We ask that storm drainage calculations for this C.B. be submitted as part of Item # I above. 3. It is recommended that any disturbed soils during construction be surrounded by silt fence as needed to keep soils on-site. Safety fencing will be required to be installed and maintained throughout project duration (to isolate buildings in use from on-going construction). Please show the silt fence location on the plan. 4. We suggest eliminating four parking stalls. These stalls do not have an adequate back-up turning radius to be functional. They are: the two most westerly stalls in the proposed parking field just north of the proposed building on Lot H and; the two most easterly stalls in the proposed parking field just northeast of the proposed building on Lot III (the H.C. stall and the opposing stall). Must use AAB/ADA design for all on-site handi-cap parking stalls. See the attachment for locations. 5. Replace all sidewalks and driveway aprons within Springfield Street layout. The site plan must show driveway closing.Entrance drives need adjoining sidewalks to be handi-cap accessible.The Applicant must apply for a Mass. State Roadway Opening Permit for the construction of new walks and driveway openings. Include Mass. State Highway construction details for all of these areas. We suggest increasing the proposed on-site sidewalk gravel thickness from 6 inches to 8 inches. See the attachment for location. 6. Add MUTCD standard"One Way" and "Do Not Enter"signage(with a detail for each) at By-Pass- Isle (towards Post Office) and exit driveway from bank canopy stalls. Install one of each at both locations. Proposed painted vehicular traffic direction arrows on two common driveways at Springfield Street to be thermo-plastic. See the attachment for locations 7. Please ensure that the vehicle queue storage area is adequate within this site for drive-thru bays. Include analysis for anticipated worse case queue length utilizing trip generation or actual data for this site. Show how that compares to queue for present peak hours(i.e. Saturday morning peak, etc.). See the attachment for location. 8. Move existing utility pole to new location outside of proposed driveway between rear of Post Office and Community Shops. See the attachment for location. 9. Verify that proposed sanitary sewer lateral to new building in Lot II is functional, will have enough pitch to function, and will not be impacted by depth of bank drive-thru canopy footings. Depending on results,this lateral may require replacement.Move this sanitary sewer's clean out location 30 feet northerly from its proposed location. Include easement granted from Lot III to Lot II for sanitary sewer lateral and water service traversing Lot III to service Lot II. See the attachment for location. 10. Easements must be established for the common,driveway area as follows: Lot I to grant easement to Lot II to allow access to Lot H through common driveway. Lot 11 to grant easement to Lot I to allow access to Lot I through common driveway. Also, Lot III to grant easement to Lot II to allow Lot II access to the parking stalls on the southern most portion of Lot III. See the attachement for locations. 11. Easterly abutter (Community Shops) to grant easement to Lot I so Lot I can be accessed through proposed driveway between easterly abutter and Lot I. Also provide easement from easterly abutter to allow access to the parking stalls along eastern edge of Lot 1. Provide documentation from easterly abutter agreeing to proposed improvements on subject site that will impact their site. See the attachment for location. 12. The Applicant is proposing parking spaces for the Granger Elementary School at the southern most edge of Lot U. The Applicant should include on the plans the easement being granted to the school for this area. The Applicant should also include an explanation the details about this parking area. These details should include but not be limited to items such as: Who proposed this parking area; Is the school aware of this proposal; Who will maintain this area; Should this area be given to the school; Could a swap be made to eliminate the pinch point with drive through storage area for the bank. Has there been any discussion with the school about this improvement? If so, please provide documentation with their approval and intent on this development. See the attachment for location. 13. Curb stops or some other barrier are required for proposed school parking stalls. The proposal must ensure that vehicles do not cut between the school and the Post Office site. Also add spot elevations to show drainage scheme in this general area. Show slope between this school parking area and the nearby saw cut bituminous concrete. Do not exceed a 3:1 slope between the proposed parking areas. See the attachment for location. 14. Clarify proposal for chain link fence on southerly line.Coordinate with school about pedestrian access through this site. See the attachment for location. 15. The following notes will be on all site plans: "Sanitary sewer lateral to have minimum of 4 feet of cover" and"Water service to have minimum of 5 feet of cover". "All improvements within the State R.O.W. (Springfield Street) shall conform to Mass. Highway specifications." "Prior to any installation of any sewer,water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division". "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made.The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main." 16. Please add the site's address within or near the title box on the plan. 17. DPW survey information shows that there are several sags in grade in the existing parking lot behind the Post Office. We recommend that this area be re-paved to establish proper drainage. 18. We defer administration of the specific zoning criteria to the Building Inspector. If you have questions, please do not hesitate to contact our division. Sincerely, I Lr 1115i� 4-'� Rick S. Seidnitzer rEngine jymj, P.E. Civil Engineer I To S ASP1435woronoco%01.wpd UNDERGROUND UTILITIES ARE SHOWN FROM ILASLE UTILITY INFORMATION ONL WILL REQUIRE ACTUAL FIELD VER IOH. MORE UNDERGROUND DTIL EXIST THAN ARE SHOWN, CIO Q �y` SAFE SHALLABEWELL AS NOTIFIEDACH TO MARRITY COMPANY THEIR /� C7� 9Jj•-� - UNDERGROUND LINE$ AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. DIG SAFE TEL. 1-0E0-344-7233 elnc nl4 a n � " Cd�°riu 37 11 Mp"pv• eI)j1 \ O K.rrr s.?'i2 v t t vv -&.41 Ya{uN�&4 0 llr`'4�Rh 'V EXIsY.'n/G X�Cn..0 h.ttF• 6�+Jr S 'Tnh�i✓ of AGAL✓AM acAwGa-.4 �CEMS.vrAQy .Se'l+'oa�•• I lye, t ,� f' • ` sry ate+ VAN � C.we.Cage YLL/ /,1.f+rOlfP PIM/ SG.y s3rrn•c r 1q � axrsf:v� �.v. n+sncc BiY• r C6'v c^o CN,rw r1,,,.:,Gyce r rrr.•s 1 arr..r' co ` C. N ur.....a ram. SB •lJ C� PLep xca 0�..•,ar7kc o•cc C L4' t W/6'rT7rc•c'�ae ,�7.•Ca GRt.tS-7 D �� ~ y , 6vS 4 /yrp . u •-- d� �"� .eaPosFo - ti rlN BiT Care- a d ti y us�� N k w► fig. ra. 3 l O•¢GE/.GG d .rrIitec+'•/� r»rr— 0'� EirisY. GiN¢IOPy l •31 W n '�•6 3 5P� � S �. 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SHEET M - .. . .,_._ .,neu•cr.r.-r we r.. �OFr AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: March 23, 2004 DATE RECEIVED: March 10, 2004 DISTRIBUTION DATE: March 10, 2004 PLANNING BOARD MEETING DATE: April 1, 2004 APPLICANT INFORMATION 1. Name of Business: Woronoco Savings Bank Address: 1359 Springfield Street, Feeding Hills, MA 01030 2. Owner: Palatium Realty, Inc. Address: 515 Hillside Road, Southwick, MA 01077 Telephone: 746-6220 Fax: 3. Engineer: D. L. Bean, Inc. Address: 40 School Street, Westfield, MA 01085 Telephone: 562-7566 Fax: PLAN REVIEW Scale: V = 20' Date: February 27, 2004, revised March 10, 2004 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Address(es) of the proposed new buildings should be included. Description of Project: Demolition of existing bank building and construction of a new 3,518 sq.ft. Also demolition of two buildings used for a marshah arts studio and a real estate office and construction of a new 2,000 sq. ft. building to be used for office and Site Plan Review Page 2 retail. Plan also proposes to construct 12 parking spaces to be used by the Granger Elementary School. Description of Site: Site is presently developed with buildings and pavement with the exception of a small south western corner of the site. Provision for Traffic Flow: Plan shows use of all existing curb cuts. Since one driveway will be used for both the Post Office and the new rear building the necessary easement must be obtained. The appropriate radii should be shown for each driveway. This may result in the reconstruction of the curb cut as presently existing. Parking: A total of 84 parking spaces have been provided on the three parcels. Using the Parking Guidelines 62 parking spaces should be provided. The breakdown per building is as follows: Post Office (20); new bank building (26); and the new rear building (15). Since each building has close to what is recommended no cross parking easements will be necessary. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." The plan should show street trees along Springfield Street in locations where they do not impede the view of motorists. Shade trees should also be shown within the site in the landscaped islands. The applicant should indicate what type of fencing will be used to separate the rear parking spaces from the remainder of the site. Sign Location: Elevations of the proposed signs should be submitted to the Planning Board for their review. Exterior Lighting: Not shown. The location, type and cut sheets for the proposed lighting must be submitted. Rendering or Elevations: Elevations and/or renderings of the proposed buildings must be shown. A front elevation of the bank building has been submitted. Colors and textures must also be provided. Dumpster Location: A dumpster is shown for the rear commercial building. No dumpsters are shown for the Post Office of the bank building. Site Plan Review Page 3 Other Comments or Concerns: A Form A has been submitted separately which shows the division of the property into two separate parcels at the inspector of Buildings request f MEMO TO: Engineering Department, Police Department, Fire Department FROM: Planning Board SUBJECT: Site Plan - Springfield Street - Palatium Realty DATE: March 10, 2004 Please review and comment on the attached Site Plan for Palatium Realty on Springfield Street prior to the Board's April I" meeting. Thank you. DSD:pre e� TOWN OF AGAWAO 36 MAIN STREET AGAWAM, MA 01001 r o.•'� BOARD OF APPEALS MEMO DATE: March 10, 2004 TO: Planning Board FROM: Board of Appeals RE: Site Plans for: 1359 Springfield Street DePalma Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date,we will assume that you have no objections. ViAR 1 0 2004 AGAWAM PLANNING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Woronoco Savings Bank Address 1359 Springfield Street, Feeding Hills, MA 2. Name of Applicant/Owner Palatium Realty, Inc. Address 515 Hillside Road, Southwick, MA 01077 Telephone 746-6220 3. Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield, MA 01085 Telephone 562-7566 4. Please give a brief description of the -proposed project: This proposal is to construct a 3,518 's.f. building for Woronoco Savings Bank, and a 2,000 s.f. building to be utilized for office or retail. Existing buildings #1353 & #1355 will be razed for construction of the bank building, while the Bank will continue operating out of their existing building until the new building is constructed, at which time the old Bank building will be razed. , Additionally, an area for 12 parking spaces will be granted for use by the Granger Elementary School. Rev. 2/14/94 J cD# �l�C)LlOC�tS Jo-s # any-r� LOG # BOX # S DOCUMENT PAGE# 3 3