Loading...
7088_SITE PLAN- BALZERS TOOL COATING- ABRAMS DR. Silo Plc {� brctms Dr-I ✓� OFFICE OF PLANNING& COMMUNM DEVELOPMENT Reviewer D. Dachos} - Date 9/14/98 Date reed 9/4/9 8 Dist. Date 9/4/9 8 Planning Board Meeting Date 9/17/98 Applicant Information: 1. Name of Business Balzers Tool Coating Address 30 General Creighton_Abrams Drive 2. Owner BFP Mass . Lim. Liability Company Address 661 Erie Steeet N. Tonawanda NY 14120 Telephone ( 716 ) 639-7994 Roger Bollier owner' s agent : Eric J . Forish 568-8624 3. Engineer Ed Cha2de laine i4 P.E. Address 356 Front Street , Chicopee,e MA 01013 Telephone 592-5164 Plan Review: Scale: 1" = 30 ' Date: 8/26/98 Title Black ( Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): No address . Description of Project: Construction of a 11 , 250 sq. ft . addition to an existing 11 , 100 sq.ft . manufacturing building. Site Plan Review (Cont.) Description of Site: Provision for Traffic Flow: Use of existing curbcut onto General Creighton Abrams Drive . Width of driveway and radii must be shown. Parking: Thirty ( 30 ) new parking spaces . To calculate the number of spaces needed, the number of employees must be submitted. Drainage: Must be approved by the DPW. Public Utilities: Must be approved by the DPW. Landscaping/Screening and Buffers: O.K. Si n Location: Pot shown . Exterior Lighting: O.K. Site Plan Review (Cont.) Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Not shown. Other Comments or Concerns: !� AG,q! o TOWN OF AGAWAM MAIM STREET AGAG4'A.N1. MA5SACHL1SETTS 0100I y - Tel. 413 86-0400 1 o�RA'T'E sa MAC` PLANNING BOARD �c co September 24, 1998 N 1> BFP Mass. Limited Liability Co. Ln C- 661 Erie Street Cn 'T m N. Tonawanda, NY 14120 To Whom It May Concern: At its duly called meeting held on September 17, 1998, the Agawam PIanning Board approved the Site Plan entitled "Work Sheet, Balzers Coating, Agawam, Mass. Proposed" prepared by Durkee, White, Towne and Chapdelaine and dated August 26, 1998 with the following conditions: -- the Engineering Department comments dated September 17, 1998 (attached) are to be addressed-, -- three sets of the revised plan must be submitted to the Board for their signatures. If you have any questions, please contact this office at 786-0400, extension 245. Sincerely, Dennis B. Hopkins, Acting Chairman AGAWAM PLANNING BOARD cc: Forish Construction Building Inspector Engineering Dept. Town Clerk File TOWN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board CC: DMD, File From: Engineering Date: September 17, 1998 Subject: Balzers Tool Coating - SP 278 Per your requests dated September 4, 1998 we have reviewed the plan entitled "Work Sheet, Balzers Coating, Agawam, MA, Proposed, Prepared by Durkee, White, Towne and Chapdealine, Civil Engineer and Land Surveyors, 356 Front Street, Chicopee, Massachusetts, Dated August 26, 1998, Scale 1"=30'" and have the following comments: I. The number of employees should be provided so that we may ensure that the number of spaces proposed conform with our requirements. Provide copies of agreement with New England School--, for allowing work on their property. Please show existing contours in dashed lines. 2. The details just south of the building should be labeled. 3. Details should be included for pavement thicknesses. 4. Our division is currently reviewing the storm drainage calculations that were submitted to our divsion. The drainage concept agrees with the AIRP master drainage plan. There should be sections and plan views showing any needed work to conduct outfall drainage at the southeast corner of the property to the existing 24" culvert under Shoemaker (work will be in 20' drain easement). If you have any comments or questions, please do not hesitate to contact our division. Very Truly Yours, h:lengineerlsiteplan1sp278_2.wpd James T. Daley, P.E., Town Engineer 0 TOWN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board CC: DMD, File From: Engineering Date: September 17, 1998 Subject: Balzers Tool Coating - SP 278 Per your requests dated September 4, 1998 we have reviewed the plan entitled "Work Sheet, Balzers Coating, Agawam, MA, Proposed, Prepared by Durkee, White, Towne and Chapdealine, Civil Engineer and Land Surveyors, 356 Front Street, Chicopee, Massachusetts, Dated August 26, 1998, Scale 1"=30"' and have the following comments: 1. The number of employees should be provided so that we may ensure that the number of spaces proposed conform with our requirements. Provide copies of agreement with New England School--, for allowing work on their property. Please show existing contours in dashed lines, 2. The details just south of the building should be labeled. 3. Details should be included for pavement thicknesses. 4. Our division is currently reviewing the storm drainage calculations that were submitted to our divsion. The drainage concept agrees with the AIRP master drainage plan. There should be sections and plan views showing any needed work to conduct outfall drainage at the southeast corner of the property to the existing 24" culvert under Shoemaker (work will be in 20' drain easement). If you have any comments or questions, please do not hesitate to contact our division. Very Truly Yours, h:lengineerlsiteplanlsp278_2.wpd U James T. Daley, P.E., Town Engineer • • AGAWAM FIRE DEPARTMENT INTEROFFICE MEMO TO: Planning Board FROM: Fire Department DATE: September 14, 1998 SUBJECT: Balzers Tool Coating The Fire Department has no objection to the site plans for Balzers Tool Coating on General Abrams Drive at this time. Thank you, Lt. Louis Calabrese gt � FA �o TOWN OF AGA WAM . 36 1IA1` STREET AGAWANL MASSACHUSETTS 01001 Tel. 413-r,96-0400 o�QRRTE� Mai` ' MEMO J TO: Building Inspector, Engineering, Police Dept. Fire Dept. FROM: Planning Board DATE: September 4, 1998 SUBJECT: Site Plan - General Abrams Drive - Balzers Tool Coating Please review and comment on the attached Site PIan for Balzers Tool Coating located at 30 General Abrams Drive prior to the Board's September 17th, meeting_ Thank you. DSD/jq RECEIVED 'U'. SEP 4 1998 AGAWAM BUILDING DEPT. � AGR TOWN OF AGALWAM 36 MAIN STREET AGAWANI, NL-kSSACHUSETTS 01001 Tel. 413-7+86-0400 �A4TEU Mph MEMO TO: Building Inspector, Engineering, Police Dept. Fire Dept. FROM: Planning Board DATE: September 4, 1998 SUBJECT: Site Plan - General Abrams Drive - Balzers Tool Coating Please review and comment on the attached Site Plan for Balzers Tool Coating located at 30 General Abrams Drive prior to the Board's September 17th, meeting. Thank you. DSDIj q FORISH CONSTRUCTION COMP INC. � M m n 21 Mainline Drive LEVU (OF -T G�.]Li S900-TUR L� P.O. Box 358 WESTFIELD, MA 01086 (413) 568-8624 DATE JOB NO. FAX (413) 562-7136 g, ATTENTION RE: ................-...... . o 6 A43 g.,q 0 s 1>2, WE ARE SENDING YOU VLAIlached 11 Under separate cover via the following items: > ) �p drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION aq .S r�- LA �j 14 P R-E3 JA L A 17 4 (f ArrrdN !n 4�a �9� k, 'i L_>R UAr(605 rb g a Qe �a-ass Ar k) C) 9� -Sst-kk'e'_-r L-o c.US ?1-A hI 8 �aLf Ilie 9 CIA PFz THESE ARE TRANSMITTED as checked below: Dor approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO REMARKS VY COPY TO SIGNED: tf enclosures are not as noted,kindty notify us of once. A AWAM PLANNING BOARD 9 3 9S Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Plarming Board Office of PLuuring and Commmi ty Development 36 Main Street Agawam, MA 01001 1. Name of Business Balzer Address 30 General Abrams Drive 2. Name of ApplicantlOwner B F P mass . Lim. Liability Company Address 661 Erie St. , N. Tonawanda, NY 14120 Telephone ( 716) 639-7994 Roger D. Bol lien Owner ' s Agent : Eric J. Forish (413 ) 568-8624 3. Name of Engineer/Architect Ed C h a pd e 1 a i n e, P.E. Address 356 Front Street , Chicopee , MA 01013 Telephone (413) 592-5164 4. Please give a brief description of the proposed project: Construct a 90 x 126 x 16 ' eave masonry building addition with parking , storm drainage and landscaping improvements . Rev. 2/14/94 t�Q , , , c (d) 10 B o C, LOG � BOX # 9 . PAGE # t .... ..: r.._.__ __i ...........-.. — _. iv, 1 .i• 1 r 1 { ,or I A � RAMS DRIVE t ; + - - * r r � 3 ! �gl 194 \ A i It 30 Q r 4 FUTURE PROPOSED ` EXISTING `9 n m , m o 1 Co. !� 1 b 1Z� Ar.. i11N"i` yyk r EMT off. PA!lK W, . r 9 Os Aic. AC, f s , � 1g4 . ` i m 3 ILI; Or FUM 195.05 ! i rw t ; ` t.� s> a°1 . \ ♦ W ` � V 19 ice.` � - y } '5 � y�'�.,,•� � �� r t` , "`R _ • � � off.: , . ... .•, 3 ` 'us y 0 3.3 07 SEE SHEET 15 EXfS'TING SITE PLAN WORK SHEETI , � . . •. .� .- _ ��`j of �4 BALZERS 'COATING r C SPECIALTY ,`: INC . v - 0'1� EDWAfiD N. - AGAWAM AMASS � 23 o CHAPDEIAINE m '' • „�, ��' .�t/ 9 No. 7839 PROP O S E D SEP Q 4 1358 41 ' --" EXISTING DETENTION 90� CI S T E� .�� DURIME, wN/Te, room �VCMAAV4 NE • CIVIL Eme/mmm.1 AM LAND SUMMONS is* FRONT s?wrr•—. emicoPEE, mfss.4cA srrr! .• ! DRAwAV or AUGUST 26 , 1998 `co or "' r APPROVED or E. N c. SCALE /: '30 ' 52--2783 BALZERS COATI NGS ''� `� WORK SHEET A I R C.J. EXISTING I NEW CONSTRUCTION NEW 4' METAL cxmc E.J. E.J. i s'-so I, TOP OF cYu S SPLIT-FACE C.Y.U. 3-COURSES SPLIT-= C.Y.U. PLIT FACE CMU - 19 COURSES FIT Ir t` 0'-0. FOM FLOOR I i I + I -- ______ I -4'-0•� GRADE ----------------------—----- ----------------------- ------------------------------1---------- -------------------- ----------------- ------------------� W E S T E L E V A T I O N " METAL FACIA NE1/ METAL COPING 18'-8' TOP OF CMU 3-COURSES SPLIT-FACE C.Y.U. N N 3-COURSES SPLIT-RIB C.Y.U. SPLIT FACE CMU - 19 COURSES o m 0'-0" FINISH FLOOR . I I I I I I r-------------------------------------- ------ -------------------------- - ------------------------------ ----------� -- -j IF N O R T H E L E V A T I O N C.J. NEW 4" METAL COPING NEW CONSTRUCTION `. EXISTING NE11 � coPtxG JIM TOP OF CMU 18'- E.J. E.J. 18'-8" TOP OF CYU —�- 9-COURSE3 SPLIT-FACE C.Y.U. 3-COURSES SPLIT-FACE C.Y.U. 3-COURSES SPLIT-RIB C.M.U. 3-COURSES SPLIT-RIB C.M.U. SPLIT FACE CMU - 19 COURSES SPLIT FACE CYU - 19 COURSES FINISH FLOOR 0'-0" 0'-0" FINISH FLOOR v GRADE �— r---------------------L--------------------------------------------- ---------------4 I 12 � r--------------------1------------------------------------------------------------ I 1� -------- W E S T E L E V A T I O N NEW 4" METAL COPING E.J. E.J. E.J. E.J. I8'-8" TOP OF CMU TOP OF CMU A 18'-8" m —� 3-COURSES SPLIT-FACE C.L.U. N N " 3-COURSES SPLIT-RIB C.M.U. SPLIT FACE CMU - 19 COURSES m i o FINISH FLOOR A 0'-0" 0'-0v FINISH FLOOR D 4 I L11 -------------------------------------------------------------------------------------- -------------� =4'-0" $ GRADE ----------------------------------------------------------------------------------------------------� S 0 U T H E L E V A T I O N of"''s+may Z P ,� FiN'ifY in Ay,p 14,1 W 40 DRAAND WOW �S SUPERVISED BY NNEY .. �l MAS P.E.N0. IMI - REVISIONS BY DATE THIS DRAWING CONTAINS COPYRIGHTED MATERIAL AND IS . THE M BY DATE -hA tk 09/02/98 ELEVATIONS PROPERTY OF FORISH CONSTRUCTION COMPANY, INC, I T IS SUBMITTED T TE • �r FOR YOUR SPECIFIC USE AND MUST NOT BE COPIED OR DISTRIBUTED EHK. BY DATE ��_t BALZERS TOOL COATINGS N,S,E,W TO OTHERS. UPON REQUEST, THIS DRAWING MUST BE RETURNED TO rN 30 GENERAL ABRAMS DRIVE A - 2 FORISH CONSTRUCTION COMPANY, INC, r I s 11 CONSTRUCTION Co., Inc. AGAWAM, MA 1 S C.J. EXISTING NEW CONSTRUCTION NEW 40 KCAL COPING 16'-8" �, TOP OF CKU S-COURSES SPUR-FACE C.H.U. 3-COURSES 9PL1'!-RIH C.Y.If. SPLIT FACE CYU - 19 COURSES 0'-O" FINISH 1P'I.00R - r ------—���------_ -- -----_------— -- ---_ ------------------ ----------- -.-..-� ------I-----------�.-_---.-----------------------�--------------�_-- _--_`_-�� -�4'- 0' CiRADL� W E S T E L E V A T I 0 N METAL FACIA „ NEW METAL COPING TOP OF CMU It Ir 3-COURS'E9 SPLIT-FACE C.Y.U. 3-COURSES SPLIT-RIB C.Y.U. SPLIT FACE CMU - 19 COURSES m o � w, O'-0" FINISH FLOOR I II I ' I I r-------------�--------------------------------------------------------=_-- `-------------�-����_��-��A�1- --------� � r- N 0 R T H E L E V A T I O N nW 4" METAL COPING NEW CONSTRUCTION I EXISTING NEW METAL COPING ak TOP OF CMU 16'- E.J. E.J. _ la'-$" IQ "P OF CYU 3-COURSES SPLIT-FACE C.M.U. 3-COURSES SPLIT-FAC$ C.Y.U. 3-COURSES SPUD'-RIB C.M.U. 3-COURSES SPLIT- C.Y.U. SPLIT FACE CMU - 19 COURSES SPUT FACE CYU - 19 COURM FINISH FLOOR 0'-0" FINISH FLOOR �N�SH 1'INVR 0'-Qr f I GRADE -4'-O" I I - -- y---- _...L_ _- I 12 -jr 1�r ----��_j -' ---- ---------------�-----�- -----�-----=------------------------ --------i I _________---r W E S T E L E V A T 1 0 N ----_-___-------- --- NEW 4" METAL COPING 4 TOP OF CMU �- 16'- 8" E.J. E.J. E.J. E.J. 16'-e" 00 TOP OF CMU IRV -� aj 3--COURSES SPLIT-FACE C.M.U. is 3-COURSES SPLIT-RIB C.Y.U. SPLIT FACE CMU - 19 COURSES °0 "4 FINISH FLOOR 0'-0" -0'-0"- FINISH FLOOR D GRADE i 11 --------------------------------------,_---------------_-------..---------------------------- ^-------� I ON Z I •�:ri�S O U T H E L E V A T I O N Z�W -� � - ``'. y �CYF�f_4. GN P., � �`#r►t�Y, ran DRAVwNpB AND voom iAL , SUPERVISED BY R.P FR04EY °• MM P E.NO 12851 DRN. BY DATE REVISIONS BY DATE THIS DRAWING C17NTAINS COPYRIGHTED MATERIAL AND IS THE A* ELEVATIONS PROPER T Y OF FORISH CONS TRUC TION COMPANY, INC. IT IS SUBMI T TE 09/02/98 cF«c. BY HATE - BALZERS TOOL COATINGS N,S,E,1► FOR YOUR SPECIFIC USE AND. MUST NOT BE COPIED OR DISTRIBUTED �` � 30 GENERAL ABRAMS DRIVE A - 2 TO OTHERS, UPON REQUEST, THIS DRAWING MUST BE RETURNED TOris FORISH CONSTRUCTION COMPANY, INC CONSTRUCTION Co., Inc. AGAWAM, MA / 's / / // C // y� o , o /00'1 , Fir D. / r2 11000 loe 0 O / �9 / FounOd / Q /10 Ile �• GQ 110, / V G G°� / J / z2 ;tio F, �/� \ p Q 101, o C� 100, lea / ��� � ` � \ / 1 , \ .0000, / Or Co LOCUS MAP �/ `��� �^� �; o,A -L r PX, 101, / / 49 / v�..6k i( 1 �' ? 10, G a Ole I�A 000, Ile 0�( C> 0 / �Oy ,, • Q �i w // / -o /100, yes.01 Qr° tk 6. 13 'e 5 Found Ile a %, \P Alp Vol \\\ 01 Cr 101, \ \ / Bench Mork P1 890•sD, O \''r� \ \ zc.\ ,+ /// A. Elev. 253.81 _ f \`'c,6 \ \ \ �� . / / / \x' Mon. No. 115 i, ' \ OO \ kv 00 / XX 7 4f, /rry \ cF EXISTING SITE PLAN �- No. 34 General Creighton W. Abrams ve o° , DATE NOTES / REVISIONS ��` \ _ ` _ i \ \ \ Q\ INDEXED PLAN 4F LAND IN THE :Q: NOTE CONTACT DIG—SAFE PRIOR TO ANY EXCAVATIONS \ \ \\ \\ A G A W A M MASS A `S T S PHONE 1-800---322-4844. _ \ • T NOTE SUBJECT TO EASEMENTS, RESTRICTIONS & _ g� ° \ ~ " ~ — -- — — — — 6,WNER OF RECORD — HAMPDEN COUNTY — PREP t"b F%1 t0 \ R.O.W.' S OF RECORD, IF ANY. BFP MASSACHUSETTS, LLC Forlsh Construction Com any . Total Existing Impervious Area Deed Book 9546, Page 0158. CONTRACTOR -- DURKEE, WHITE, TOWNE & CHA ELAINE Forish Construction Company, Inc. �a,��pEgwAssn CIVIL ENGINEERS & LAND SURVEYORS \ Westfield, Mass. N. -- 356 FRONT STREET -- I CHAP!nELAINE CHICOPEE, MASSACHUSETTS — 01013 Na• 7839 \ S C A L E 1 r I = 3 0 ' 9oFs�ISTE�``�� Phone (413) 592--5164 Lot Area = 3 00 Acres 101 30` �'ipNALI Drawn By EJC Scale 1" = 30' Drawing No. SHEET of Checked By RWB July 28, 1998 62-�-2'783 (Plan Book 248, Page J) 0' 20' 60' 90, 120' file GERERAL.S70 Approved By ENC Plotted Sheet No. 15 �LO1Y C� Z7/V C �/-7 7-OA A m -s 1�R �voot� Posr3 210 7'Ex7'1 /O `42 C, /N/7X �fILTE-R '/C `r I� �- � � �. - - - -- - _. .� � _.._ _ - � � _ � ^.. � - ...._ ._ _. ..� NEW - � Exi.;.�'"�.✓r -"` � �. _.... _ _ _. _ - .� ., ��?- - - -- - - --- — -- �, 1 PROV/DE L3-9.2�C l�IrJL cl OV,!C e i,J3 l p 6 �� , .. I 7 "Ir' ----- I %" ,do�o� Cau.�rsE' � l �� �o�i�r��� � _B�.o�- � • .�_ � �._.___ �,� � r 7 Z /YD SCALE ` RE ,�r� 1v.9� P.fc _ 7A lr<L�C/G I _ r Z0Nft4G TABLE SUMMARY ZONE MTF&kt A LOT SIZE 3.0 ACRES FRONT S€1aMW 64.10' RIGHT SETBACK 110.cr LEFT SETBACK f2&(Y REAR SETBACK 71.1EI' PARKING TOTAL*89 SPACES 39 EXISTING SPACES♦30 NEW SPACES 50 EMPLOYEES MAX*"PER SHIFT LIGHTING EXISTING MPS WALLPACS 5 EA NEW WALLPACS 3 EA VS WATER EXISTING SIR EXI"NG - ELECTRIC EXISTING sm EXISTING PLANTING SCHEDULE KEY NAME NEW AMM PLANTINGS 1 VIBERNUM 6 EA 2 TAXUS 9 EA ; h j 3 ARBORVITAE 1 EA ' ( .'` � 4 FLOWERING CRAB 5 BURNING BUSH 5 EA 6 JAPANESE MAPLE 1 EA 7 PURPLE SAND CHERRY 1 EA 8 JUNIPER • DATE: 9$ 9 RHODODENDRON r 10 WHITE PINE r ' _ . , 1, qRN. BY: T//l 11 SPRUCE 12 OAK CKD. 8Y: 13 NORWAY MAPLE R CONSTRUCTION CO., INC. `3} ftNNfY ,` alp No. 1.6-1 ,two-/ SCALE:/ - . !0 14 EuoNYMus GENERAL CONTRACTORS � IsT ?� � REVISIONS: NOTE: ALL PLANTINGS MUST BE MAMITAW-D AND THAT PORTION OF WESTFIELD, MASS. 01085.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. 7 oo4 co,g rjif/(- / SHEET h10.: AND WOnK x T C.J. EXISTING NEW CONSTRUCTION ire �,� COPING -- E.J. E.J. TOP OF CMU ------------------ 3-Co URSES SPi1T--FACE C.Y.U. URSES SPLIT-RIB G.1[.U. SPLIT FACE CMU - 19 COURSS�S A O'-Oft FLOOR ____ --- -- ---- - --- =- =---=====T_=�.-_=___----- -- ---- I ----------------------------------------------------------------------__--_-�- I -4'-a` „ GRADE - ----1--------------------------------------------------------------T----_----.-------- T E L E V A T I O N METAL FACIA • NEW METAL COPING Ia'-8" TOP OF CMU x m " N 3--COURSES SPLIT-FACE C.Y.[I. 3-COURSES SPLIT-RIB G.Y.U. SPLIT FACE CMU -- 19 COURSES m in , 0'-0" FMSH FLOOR I f I llI * - ----------J T H E L E V A T I O N ,�I� U -r . P C.J. NE1i1 4" METAL COPING NEW CONSTRUCTION � EXISTING NM METAL COPING TOP OF CMU 16'- E.J. E.J. - i8'-8" TOP OF cNU 3-COURSES SP11T-FACE C.Y.U. 9-COURSES SPLIT-FAGS C.Y.U. 3-COURSES SPLIT-RIB C.H.U. 3-COURSES SPLIT-RIB C.Y.U. SPLIT FACE CMU - 19 COURSES SPLIT FACE CMU - 19 COURSES FINISH FLOOR 0'-0r 0'-0" FiMSH FLOOR I I GRADE � -4'-0" I 1 12 r-------------_---�---------- __---------- - --,.-. --------T---------- -y I 1 f' ,J I _=rr� W T E L E. V A T I ' 0 N NEW 4" METAL COPING TOP OF CMU Is'- 80 E.J. E.J. E.J. E.J. 1a'-�- TOP of CMU N 3--COU)tM SPLIT-FACE C.M.U. ILI N III 3-COURSES SPLIT-RIB C.M.U. SPLIT FACE CMU - It COURSES m I # $ b 1 ba # C FEN H FLOOR C'-0" 0'-0" � FINISH FLOOR I .,; -4'-0" GRAVE S�Q S (��- H E L E V A T I O N s' P. =i � DRAIMINQS A14D VODW S�CnA� SUPEWSEQ BY R-P MWE�' MAS PE,NO 12651 REVISIONS BY DATE �"� BY n�FE PHI P DRA WING CON TA COP YRIGH TED MA TERIAL AND IS THE luft D9�02/9B • N ELEVATIONS ❑ ER T Y ❑ F❑RISH CONS TRUC TI❑N COMPANY, INC. IT IS SUBMI T TE BALZERS TOOL COATINGS N S E 11� FOR. YOUR SPECIFIC USE AND MUST NOT BE COPIED 17R DISTRIBUTED "* By ' ' ' 30 GENERAL ABRAMS DRIVE TO ❑THERE. UPON REQUES T, THIS DRA WING MOE T BE RE TURNED T F❑RISH CONS TRUC TION COMPANY, INC, CONSTRUCTION Co., Inc. AGAWAM, MA 3a16i00 N�1�600 li I X193 ti X /9 4 .4 1943 .', 000 X 194,I � .F \ 30 , y / !JG X 192.5 4 / L 'S 62-2783 190 X X X 191.8 2 Ole 00 ms X 18B } X190 9 �rs000seem N ; LO CUS PLAN REPARED FOR AGAWAM MASSACHUS�'S E7 F7 �a7 � '� $q d -- Bd 160 24d FEET ". 11. , , ., , TOWN OF AGAWAM _ `,w of MRs SCAT. I" . o INTERVAL ET BALZERS COATINGS , JdY �a s9 E BO CONTOUR I R AL 2 FEET E6 FS G6 �� EDWARD AVIS AIRMAP, INC. N. yN DLVWM , WFIITE , TawK dNEa� OTOORApH1/ ON APRIL 23, I983 CHAPDE!AiNE CIVIL ENGIh1EERS 8 LAIC "•� M � ,flNo. 7s3so y� COPIES OF MAPS. MAY BE OBTAINED � E5 F5. G5 ILED FROM 9 FG ��, Q FROM THE AGAWAM ENGINEERING DEPT. 356 FRONT STREET `��� 9 ' o, ►S ti �`� CHICOPEE s MAsSACHLISETT.S �a FSSt0PiA1 ENS'\ :, �'•\\��� i DRX" BY MC DATE AM . M , I998 O SCOLF I _ an -2 7 8 3 a r • 1 �voozz. wrlce�' to 'ca c, 1NFX (F"itT�R F-�e9f :z x� K ti.. � t.� NEW •• 41/�R TYPqA �.���cyoE /o 4 -30 i 7 �r � 7 U c 1 L� 4 7 - ! a � , -� � /IBC? S'rr;VAe l r?E�o�RTE IYA�L �i�c V . Xr 77 tar T I 1,4 i . - '� ► '� I ^` .�/�T f E/YCC �v/p/1i/�r ClfiY.S�rPt/CT/UN !H MOUINTMAL A LoTsm 3.0 ACRES FRONT SETSACK 64.10' RIGHT SETBACK 1101 LEFT SETBACK 12&W READ SETBACK 71.if PARKM TOTAL_410 SPAM 39 SUSTM SPACES+ 30 NEW SPACES 80 EMPLOYEES MAX*"PER SHIFT uo"y" EXISTING HPS WALLPACS SEA NEW MLLPACS 3 EA UhIL1M +GABS ISM WATER lE7EISTl"G EXMT*4G ELECTM EXISTIM , lEX15 PLANTING SCHEDULE TING � � •.M: 4 KEY NAME NEW ADDED PLANTINGS 1 VIBERNUM B EA q�•". z 2 TAXUS 9 EA 3 ARBORVITAE 1 EA rt _ 4 FLOWERING CRAB 5 BURNING BUSH 5 EA 8 JAPANESE MAPLE 1 EA 7 PURPLE SAND CHERRY 1 EA 8 JUNIPER . DATE: - •F$ 9 RHODODENDRON a:N. ter: ri10 w"ITF PNE 11 SPRUCE r 12 OAK r 1! p CKD. BY: 14 EUOIdYMUS CONSTRUCTION CO., INC. \v Fa, SCALE:/'_.30 GENERAL CONTRACTORS S}Q��L �, REVISIONS: NOTE: ALL PLANTINGS MUST BE M AINTAPIED AND THAT PORTION OF WESTFIELD, MASS. 01085 a THE PUBLIC WAY ABUTTING THE PARCEL AND INCLUDING THE - TREEBELT SHALL BE MAINTAINED MI A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. 14 a T1- C�7 Tly Imo✓ SHEET NO. x bs'',cAl,,x"SAN0 V"lK - I I t MASS P F. NO 12661 f R FL0lY plRer7-/OAS/ �Yoal3 pr�sr-s -,�O 7exr�6.� -OC2 -30 ��/YIaSG4P� ,BED I �` 2 I P 7 i Z ' 7 _ r f � ---A b L0 4 r� f Sc"f. 7 coa �� �`J�`:�:. �;�., �J.'` 7" '� ��C•� 8��Pr40C�.5'SED /7Al/EL �'. � � � � �� � I 7. hi 1, Z TYf*fc y� A�FAV ICA' ✓�,��, ,Z� ,y�� /�EId�C.y7E 11/.4�L oii'G I --kl- 1 _ r .5/L17 �`E.✓CE .�1�✓Sr C�•s�sa;PvcTi��ti Z0NM TABLE SUMMARY ZONE OVUSTRIAL A LOT SM . 3.0 ACRES FRONT SE MACK 64.10- f00W SETBACK 410.9 LEFT SETBACK 12&w REAR SETBACK 71.16 PARKING TOTAL d 60 SPACES 89 EXISTN+IG SPACtS+30 NEW SPACES W EMPLOYEES MAXfMW PER SHIFT LITNIG EXISTING HPS WALLPACS 5 EA NEW WALLPACS 3 EA UTILIM GAS ExI'9TmG WATER EXISTING SEWER E)Mr'hNG � t ELECTRIC EX PLANTING SCHEDULE KEY NAME NEW ADDED PLANTINGS 1 VIBERNUM 6 EA 104 2 TAXUS 9 EA 3 ARBORVITAE 1 EA 1 4 FLOWERING CRAB Sty 4 ¢ 5 BURNING BUSH 5 EA ?y 6 JAPANESE MAPLE 1 EA 7 PURPLE SAND CHERRY 1 EA ; V a JUNIPER 9 RHODODENDRON i DRN. BY: T/�f 10 WHITE PINE r t �� -�—�` ,� 11 SPRUCE f ,F � \�^,.= CKE?. 8Y: 12 OAK a . �`4�� r 13 NORWAY MAPLE CONSTRUCTION CO., INC. �..`q NEY�° a ,.c SCALY: _-50 ' 14 EUONYMUS GENERAL CONTRACTORS �'-s-';' ' NOTE: ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF WESTFIELD, MASS. 01085 " REVISIONS: TW* PUBLIC WAY ASUMNG THE PARCEL AND tNCLUDING THE TREEBELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. d ti J" L CO,7Tr',1,V IAlr. SHEET NO.: {WIAVVI C-!',ANDWORK as P f: NO , ;, �7E/y CRE/Fi0-'7/ �r /' E AR�u+�t�Yi3�D Sv R F1Ni+lE j Z497��sR Y1 7W /� I k ,V .0000, 100, 1 ' � / e 110, 101, / Found // Q ro I'll E kA F, r > i Gj i / \ �P0 <1 O Ile LOCUS MAPcoo // �� /, , �6, •� r -o on o. / / / / I100, ter, — / lo" / / / \ wo J / ,' / de O /� / Ile 1000, .00 100, 110, ` o 100, \\ \ \ \00, O' gooµ 0� // F ',a�e \ Drain � � ♦ !\fie ��•• �/ ' • �'lr�� / \ �� '`\� \ *7, � � / /r P � \ Ile , o� /` G-Sr,t7. / // �� 1 �j\ rQ• \ �G � �/� / > \ � //f \\\ \ CI / / / 1e� Grp \ \ P / •�9� / � / '�: � � // /76 ' \\ \ ki 100, \10 qrA goo 03 35 \ cue\ \ '��-- / / , r g / Bench Mark P1 890.60, Elev. 253.8 1 1111, �,, Mon. No. 115 1 ' \ \O� \ �tyi, / �09� 1 / / �/ \ ` ` — 86 X ed \ cF 1 ,` �' '` � 1 �°� EXISTING SITE PLAN \ ��`\ o No. 3G General Creighton W. Abrams Drive . � � �\ � INDEXED DATE NOTES / REVISIONS (�� _ _ _ _ _ � _ _ PLAN OF LAND IN THE TOWN 4F NOTE CONTACT DIG-SAFE PRIOR TO ANY EXCAVATIONS AGAWAM , MASSACHUSETTS PHONE-1- -- ---4 44. �ER -NOTE SUBJECT TO EASEMENTS, RESTRICTIONS & g� \~ — — — -� ®,W OF. RECORD -- HAMPDEN COUNTY PREPARED FOR R.O.W.' S OF RECORD, IF ANY. BFP MASSACHUSE TS, LAC Forrsh Construction CoM-J2 Total Existing Impervious Area — � 'Z Deed Book 9546, Page 0158. , 35,815 s.f. CONTRACTOR -- DURKEE, WHITE, TOWNE & C = 'DI' �\ Forish Construction Company, Inc. CIVIL ENGINEERS & LAND VFY RS . 4`j F�Rs -•- 356 FRONT STREET Westfield, Mass. ED N. RD CHICOPEE MASSACHUSETTS \� r r r o CHAPDt WIN m Phone 413 592-516 S C A L E 1 = 3 0 9 No. 7839 cm h n e ( ) 1Qf 36' � Po, `"�,$Tti �QScale 1 " = 30' Drawing No. Lot Area , — J. 00 Acres f/— _ SH F � Drawn By VC Z uA(� Of Checked By RWB July 28, 1998 . 82-2783 Plan Book 248, Page 3.3) 0' 20' 60' 90' 120' file GERE AL.S70 Approved By ENC Plotted Sheet No. / 's .:' / / o 0 / i / �` �0°� �P // ) 100,/ Dc� / ZP F, // 000, (off \e / (�� ,�� Jto } j j /i o� / Opp / O o Dry �a� i� \ ' 1 100, ZI 0_ tj' 011 LOCUS MAP 'Ile `(' 00 L d O c` r 1 � VP VP el \ 100, 100, // 9 - Q`� �' O // / / 1 o 1000, Ile 11 "00,< / N N00 // 581 aka. © �(� �.' / g� \ \\ \\ QQQ �Qr \ PoJe�' �59 �P. found oe / \\ \\ \\ \ �O, °off +�,ytt' '000 \q 110, _46 All cl? lop , \ �// / ark' / X, Pti \\ \ 03 35» \ Ge\ Bench Mark 1 O,gO. Mon. No. 115 � \ \ v o' ` , — — 11 / x00 o 4W � O. of Z0 /6q EXISTING SITE PLAN \ b � \ No. 30 General Creighton W . Abrams Drive � ! \ � /1 \ \ � \Q INDEXED DATE NOTES / REVISIONS �,t, _ _ _ _ _ _ y _ _ \ \ PLAN OF LAND IN THE TOWN OF NOTE CONTACT DIG—SAFE PRIOR TO ANY EXCAVATIONS \ \ \\ `\ A G A W A M , MASSACH U , T S PHONE 1-80 —322-4844. \\ NOTE SUBJECT TO EASEMENTS, RESTRICTIONS & _ g� °� \ _ ~ ` ~ — — — — — ®,WNER OF RECORD -- HAMPDEN COUNTY — PR ,+ `', R.O.W.' S OF RECORD, IF ANY. �` 1. ' \ �� BFP MASSACHUSETTS, LLC Forlsh Construction any, In, , . Total Existing Impervious Area = \ Deed Book 9546, Page 0158. U at 35,815 s.f. +/— \` CONTRACTOR — DURKEE, WHITE, TOWN GAP �� Forish Construction Company, Inc. CIVIL ENGINEERS & LAND \ Westfield, Mass. ass — 356 FRONT S °N. ° '`' CHICOPEE, MASSACHUS TS -- 01013 S C A L EC 3 Q cwa►Pn�rni"E " Phone (413) 592-5164 9 N . 7839 y + •Fr'�S7Et� Lot Area 3 00 Acres �� 10, 30 e N�aE Drawn By EJC Scale 1" = 30' Drawing No. S of Checked By RWB July 28, 1998 62-2783 Plan Book 248, Page 33) 0' 20' 60' 90' 20' file GERERAL.S70 Approved By ENC Plotted Sheet No. 15