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8374_SITE PLAN - PANANAS - SUFFIELD ST. � 3,� S � �e� Flan ', I�anana s �%��ierl�. �� f NS LA our. � �F# .;.Silt- ' „ D' --- G o , 5 R u $ ' suffi -+� y 7 ..�- ------ (P M11'1'fA '. :. to < w 6 1 - , > O tA �G6is A , J'O . 1- I eAK— ��P C 1E U ,O ,�Q u D 7�r.�f�h'O / 1 if!: 11 /VA/l//l4GE611 AI 0 I 4 I f --ter ✓ 6 _p 1 f 0 3 c7 �e T s I - hr 7`G4,vos 1 l a 1 - 7.— fr32 � P � ril j P a EG e C 30 " 77 amp �9/1/A-Y' S 9 .fit E.9G 7� �S/C G vP�3 H < t .f r z IS dMML Aoft Michael Re Mercadante ; a Fire Inspector r; AD me iC Fire Depa Agawam O 4 Date. , -5 7ZE 75 .BUFF/t GD S EA ` DATE` SCALE: CHEC KEO!, �� el PLAN NO. SHEET NO, ,y E03" EAN, U V YO INC.. : 40 SCHOOL STR EET , cc rr /00� NEER ESTFiELa MASSACHUSETTS , NOTE tA TYPICAL PARKING AND DRIVEWAY PAVEMENT STRUCTURE UNDERGROUND UTILITIES ARE SHOWN NO SCALE FROM AVAILABLE UTILITY INFORMATION v 2 COURSES 91TUMWWS CONCRETE CTUAL FIELD I' TYPE 1-1 SURFACE ONLY AND WILL REQUIRE A r V5' TYPE 1-1 BINDER VERIFICATION. MORE UKPERGROUNDI� t SHOWN 31 1 t UTILITIES EXIST THAN AR 'DIQ klu SAFE AS WELL AS EACH UTILITY 'COMP,"Y $HALL BE NOTIFIED TO �MARK THEIR UNDERGROUND LINES AT LEAST 72 HOURS'' PRIOR TO ANY EXCAVATION 111IM-NE DIG SAFE TEL. 1-888-344-7233 4* PROCESSEO GRAVtL-2- STONE MAX. sau r V// ... J �j C) 0 BMX RUN (;RAVEL- 66- MAX SICK 0 0 4-4. ,v $uMeld t Ito 4;� A_,�A-- 4r 4 OD$ ON 2,14 CAL so X 545-;10 -VIA- v y e. 4 v W der lel 0:5 10" lel P tlq Z 0 W WOO �rtAIV'9$ 10- ------------ 4�4 TYPICAL CONCRETE SIDEWALK 4,t�,0 d —--------- no scal e U Z eza c,,-v 3.51 & 61 r 66' 6" 4" P.C. Cc)nc 6"� 8"Gravel m Compacted Subgrade Imk C / 7, / <; 6 1A0 A v G_ C),lic - 4.51 71 N \j g -ell 10 QtAll 7- >1 19, /o 5-7�,elv 4)ZA14,) A7,4AI,410 e-- 24" IW,,�IZ41V 7— S,0&0 5w 4" C,!::� a 10 7rr� N OUTLILT ftft (D "o ta WWAA ALL lftkn IT, (b" A Ito Z�o 117; 0 6- 7- v -$TANDARO PRFCAqT r QATCd 8,�alN WITH OIL SEPARATok lec9,a a 6- 7-1Z7S -*Oa c5lelg�O 4F L X/0 V Zoe (Z �C_e5_< /0' 1 L _ A 4� G-4/� e�� 7:eea- _s' �v C-r-,4AP-7 e7./_V_,Ar BITUMINOUS CONCRETE Ilza-1 Ald Pf CURB TYPE-2 Pri I Z> *0e_cc e y '7-,q top C "SE 4#_ 72:> 5'e- z�e4-51,-51 47 130 -r—�( 4?,f 40< qgqi BINDER COURSE 9' A0W Co. A/ C 0&1�E ,5 k. "Sa-�L-Ys�-eriaterJtoha,,!MWMUmot4feotofcovee-areVoler sm-ke to have mirimm 5 feet ofcover. 2. "Prior to any instal lation o[any sewer,water or drainage lines.ft corarwtor/owttet awl 00a*1*0 Town of Agawam's Enginctring Division,786-0400 x 27519, No piping/appurjcnances,*jll be' L rGHT POLE DETAIL installed or backfilled without the permission of the,divisioif'. POTS 3. "All Plantinss must be maintamcd and Ow portion of the pubhc way*nfivig ibe PA=1 and imuxoAg, RIP RAP SEDIMENT TRAP the treebelt shall be maintained in a safe and attractive c*udifion by the ownerof thapim4" IS 7) *q�i--_6�i6i!6�,nci ii v%6w am* LAMP., ()U SIRMURES DET 4. - COTI sw PIC ft connection will be madc 11c contractor/owner will also-be responsible for repairing or reptacitis, CAMORFI)GE CL I I M400 IV Rip—Rap 41 such valve or inmallinsa new Volvo at the Property bw in order to wiowpressuretegtiagof olem�, 400 WA,rT MR (OR EQUAG) PIPE 23 LB. STONE MIN., 12" DEEP---, Top 125.5' LEVEL FINIS2,,GRA�,E S tilway W* 124.5 F ished Grade 124.00' 123.171 PON 31" D.I.Grate to @ 5.57. 'HANCOR' to ENTRENCH 10 PVC ENN T Rik-.4 C H EML OF r DETENTION Drain BURLAP END or A/ FF BASIN 6" DEEP BURLA—* 16' 6" PVC O�.40%\�,� Ba sin \< 1 61' DEE 121.12 201 18" PVC @ 0.40% 20' POLE (3011)_ 120.97' 10 51 HEIGHT C)HPACTED S RADE BURLAP LINER H121101 , 81 uf x1li. ttzd 140,11Iq 01do 0 J"16 40 1104 A SIDE VIEW (5 L A/0 7��,-S 9/045; 15 46 4 Zellf:Z �=4 SPILLWAY DETAIL To*p of Detention Top of Detention , All, Basin 125.50 Basin 125.50 " 10, 0/=- 4/ g all Me lol. IA14:5 V4 5,q, E CLINK '0y HA40 nmsm Top of Rip,—Rap 124 GRADE FINISH-11 FINISH .50 %� DATE- SCAL,E� Z4'=-__-5r0 GRADE 12" C0v6;47"96& y _,7— z CHECKED: �,ea mm Catch Basin _5z�W/V ENTRENCI ENTRENCH Rim 124.00 P�AN NO. SHEET NO. END OF END OF ;0 BURLAP 6" DEEP BURLAP 0 6" DEEP BURIAP SURVEYORS & LINER EAK NC. INV 121.05 i�� 40 SCHOOL STREET BASE SECTION VIEW ENGINEERS Fir- WESTFIELD, MASSACHUSETTS a , r^ , f , s�� x d e f. . , r , a , rw a ' e 9 MAIN BODY COLOR p , "NOVAJO WHITE" � TRIM COLOR MAIN BOY COLOR � MAIN BODY COLOR' *TORQUE HITS" � �, "NOVAJO `WHITE"" � NOVAJO WHIT. � TRIM COLOR. TRIM COLOR "TORQUE 'WHITh,.. � *TORQUE UVHITE"' 1 ..___.._.,._�., TRlN1,A COLOR { "TQ►1IUE WHITEU((D ' e , � ' _ < y` w - a uj , ,. ., _ , _ :r - --- : : ., t_ ...: « _ r y P " , STONE COLOR "fir � STONE COLOR "BRANDY WINE LEDGE STONER— "BRANDY WINE LEDGE STO IN N 0 rN T Hl E L E A T I IN" uj x 4f; « TRIM COLOR ^00 ` "TORQUE MITE TRIM COLOR " "TORQUE WHITE" c A, MAIN BODY COLOR "NOVAJO WHITE" t ui MAIN BODY COLOR - TRIM COLOR "NOVAJO WHITE" LL LL "TORQUE WHITE ILL=j STONE COLOR "BRANDY FINE LEDGE TO _. � ... SCALE 3116.� V-0" DRAWN BY: SID E A z0ihi T E L E V A T 10"' GDDATE: 0711 1 ftt5 " :L _ CAL7t7 FILE' IA DRAWING NO. - , 711 ,. ., , : loll "' 1!10 '111 , .,,.. a .d. :w n .,... A ..... �. , _ , "s+ .. _ : r ,x�ao.. , r. . :_+"�. .•s$. . '� .. a ... .�,�. ., _ ,, ..�"3 -. .�s,�ax k,:,, a ...r�„c.,.w,...�,�.. ,.meE"a# �e,�s: �' . r ," - %k _,., ,. .,.r ,-...H,.rs-:: x ,A -4. "� ,:..'�x.'u.a. .,.�.,.r,,.. ,::i..9,+'k , r� _. iw,u✓,'. ::. "a:'R. v'. Pk.' :"'.H .7 77-? t t I MAIN BODY COLOR "NOVAJO WHITE" A MAIN BODY COLOR TRIM COLOR MAIN BODY COLOR "NOVAJO `WHITE"' "TORQUE WHITE" R'NOVAJO WHITE" TRIM COLOR TRIM COLOR "TORQUE WHITO "TORQUE WHITE- TRIM COLOR "TORQUE WHITE"` f I� Li 1L HI us EL &D co z CLO I>u L J .1 Lu LUJ I L I- I I j I I STONE COLOR STONE COLOR "BRANDY WINE LEDGE STONEB--` "BRANDY WINE LEDGE STONEu---' 4 NORTH ELEVAT9. ION Lu AftLAO UL CD A TRIM COLOR LJL *TORQUE WHITE" TRIM COLOR "TORQUE WHITE" MAIN BODY COLOR u- NOVAJO WHITE 0- uj' MAIN BODY COLOR "NOVAJO WHITE" LL TRIM COLOR U. "TORQUE WHITE* f M. moll �44 IT ol -Z STONE COLOR "BRANDY WINE LEDGE STONEA--/ SCALL DRAWN sir. SP E A- S T E L E V A T D 10 N CADD DATE! 07/11 M CARD PILE' 1.1k DRAWING NO, Am2 J, �gr 10/>19/2006 14:-30 FAX 4138210631 002/003 dIN 0- '0 N n-..Aw A J-'Z,4WA M INTEROFFICE = - � MEMOIM—N—DUM 0 To: Planning Board CC- Building Dept. /Reinhardt Associates/J. P. Stone l File From: Engineering Division Date October 19, 2006. Subject: Site Plan-Pananas - 916 Suffield Street- SP 463 As per your request dated October 16, 2006, we have reviewed the latest revised site plan entitled "Existing Site Permit Plan, Panams' Restaurant, 916 Suffield Street, Agawam, MA; Rev.: 10-6-06; Scale: 1"=30'-0"; Prepared by: Reinhardt Associates, 430 Main Street, Agawam, MA 01001". We note the following: 1. The developer had previously applied to the Board of Appeals to use the subject site's original site permit plan(which is included in Reinhardt's submittal). This original site permit plan was approved in Engineering's memo to Planning dated July 21, 2005. The original site permit plan was submitted to Engineering on Aug. 11, 2005. All construction at the subject site must adhere to this approved site;permit'plan.< 2. All erosion controls must be in place before any construction can begin. 3. The proposed building additions as shown on the original site permit plan may be constructed before the on-site drainage system and detention pond (with established vegetation)is in place., 4. Once the on-site drainage system and detention pond (with established vegetation) is in place, all other construction may proceed. If you have questions, please do not hesitate to contact our division. Sincerely, AA J.-, Rick S_ Seidnitzer` Michael C. Chase, E.I. Civil Engineer I Interim Town Engineer S:1SP463 Pananas103 sitcplan rMew.wpd 10/19/ 009 14:30 FAX 4138210631 IZO03/003 i u WY OF A(3-Ax WAM INTEROFFICE D t� ` MEMORANDUM To: Building Dept. CC planning/Reinhardt Associates/J. P. Stone!File 'From: Engineering Division Date: October 19, 2006 Subject: P - 916 Suffield Street-SP 463 -Revised Site Plaza On October I k 2006, Reinhardt Associates, engineers for the Subject site delivered to Engineering a revised site ralaa This plan is titled"Site Utility Plaza, P as' Restaurant, 916 Suffield Street, Agawam, 10-18-06- Scale: 1"--20"--0'1;Prepared byReinhardt Associates, ►43 Main Street,AgavAun,l of ow 11. We note the following- 1. All erosion control measures must be in place before any construction can begin. 2: The proposed construction shown on this plan (utilities and addition only)may be installed before the on-site drainage system and detention pond (with established vegetation)is in place. if you have questions,please do not hesitate to contact our division. Sincerely, Rick S. eidnitzer fuel C. Chase, 1=.I.T. Civil Engineer I Interim Town Engineer S:1SP1463 4 site plaax rsvi+ew.wpd Town 01 AgaWaM , - 36 Main Street Agawam, Massachusetts;010 -1 Tel. 413-786-04 Fax 41.3-786- 927 October 13, 2006 . „ r- Leonidas Pananas 1673 Suffield Street X, tn Agawam, MA 01 tll Dear Mr. Pananas This letter shall serve as a correction to the July 25, 2005 letter sent;to you regarding your site Plan approval for 916 Suffield Streit. The previous letter was incorrect in stating: "increase the pavement depth to 4"". It should state "increase the pavement depth to 3 inches".. Sincerely, .Dennis B. Hopkins, Chairman AGAWA 'I PLANNING BOARD DBH/DSD:prl cc: Reinhardt Associates Engineering Building; Clerk File Town f a s ' - 36 Main Street Agawam, Massachusetts 01001-1837 ATED a�® Tel. 413-786-0400 Fax 413-786-9927 July 25, 2005' Leonidas Pananas 1673 Suffield Street Agawam, MA 01001; Dear Mr. Pananas At its duly called meeting held on July 21, 2005, the Agawam Planning Board voted to approve the Site Plan entitled': "Proposed Site Plan,i916 Suffield Street, Agawam, MA, For. Leonidas Pananas, 1673 Suffield Street,,Agawam, MA"prepared by D. L Bean, Inc. and dated May 13, 2005 and revised July 18, 2005 with the following conditions: ■ the Engineering Department comments contained in the memo dated July 21, 2005 and attached;, ■ a proposed elevation of the sign; cut sheets for the exterior lighting (all lighting must be shielded) ■ proposed,screening around the east;and aportion of the south side of the detention pond, R increase the pavement depth to 4";. The above listed conditions must be submitted and approved by the Planning Board prior to the, issuance of a Certificate of Occupancy. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, -- .....tie . Dennis B. Hopkins, Chairman Agawam Planning Board cc: Clerk, D.L. Bean, Inc., Building, Engineering, File t Qt TowNoFAGAwAm #- .. INTEROFFICE MEMORANDUM To Planning Board CSC. J. P. Stone,Pile From: Engineering Division Date: July 21,. 700 Subject: Site Plan - Pananas 916 Suffield Street- SP 46 Per your request dated ,June 23, 2005, we have reviewed the site plan entitled "Existing site Conditions, 916 Suffield Street, Agawam., MA; Prepared for: Leonidas Pananas, 1673 Suffield Street, Agawam,MA;Date. Rev.;May 13, 05,revised July 21,2005, Scales 1"= 0'; Prepared by: D.L.Bean,Inc., 40 School Street, Westfield, Massachusetts", and note the following. The previous comments have been addressed via FAX by D.L. Bean Inc. A final plan reflecting those changes should he submitted Engineering. If you have questions, please do not hesitate to contact our division. Since ely, org e J. 110 ,P own ineer 0 To wN o A GA wAm �O -INTEROFFICE 11EMORANDUM D May To Planning Board CC: J. P. Stone, File From: Engineering Division; Date: July 21,2005 Subject: Site Plan - Pananas 916 Suffield Street- SP 463 Per your request dated June 23, 2005, we have reviewed the site plan entitled "Existing Site Conditions, 916 Suffield 'Street, Agawam, MA; Prepared for: Leonidas Pananas, 1673 Suffield Street, Agawam, MA; Date: Rev.: May 13,05;revised July 21, 2005, Scale: 1"=30';Prepared by:D.L.Bean, inc., 40 School Street, Westfield, Massachusetts", and note the following The previous comments have been addressed via FAX by D.L. Bean Inc. A final plan reflecting those changes should be submitted to Engineering. If you have questions, please do not hesitate to contact our division. Sinc ely, r eorg' e J.:Hoy ,RE o ngineer �f ® Town ofA*-giawam 36 fain Street Agawam, Massachusetts 01001-1837 zc� 1 P` Tel. 413+-786-0400 Fax 413-786-9927' July 25, 2005 Leonidas Pananas 1673 Suffield Street Agawam, MA 0100=1 Dear Mr. Pananas: At its duly called meeting held on July 21, 2005, the Agawam Planning Board voted to approve the Site Plan entitled: "Proposed Site Plan, 916 Suffield Street, Agawam, MA, For: Leonidas Pananas, 1673 Suffield Street, Agawam, MA"prepared by D. L. Bean, Inc. and dated May 13, 2005 and revised July 18, 2005 with the following conditions: ■ the Engineering Department comments contained in the memo dated July 21, 2005 and attached; ■ a proposed elevation of the sign; ■ cut sheets for the exterior lighting(all lighting must be shielded); ■ proposed screening around the east and a portion of the south side of the detention pond; ■ increase the pavement depth to 4". The above listed conditions must be submitted and approved by the Planning Board prior to the issuance of a Certificate of Occupancy. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Chairman Agawam Planning Board cc Clerk, D. L. Bean, Inc., Building, Engineering, File qq ,u IF -..,;, 0 TowNoFAGAwAm INTEROFFICE .MEMORANDUM To Planning Board CC J. P. Stone, File; From: Engineering;Division Date: July 21, 2005 Subject: Site Plan - Pananas- 916 Suffield Street- SP 463 Per your request dated June 23, 2005, we have reviewed the site plan entitled "Existing Site Conditions, 916 Suffield Street, Agawam, MA; Prepared for: Leonidas Pananas, 1673 Suffield. Street, Agawam,MA; hate: Rev.; May 13, 05;revised July 21, 2005, Scale: 1"=30';Prepared by:D.L.Bean, Inc., 40 School Street, Westfield, Massachusetts",and note the following: The previous comments have been addressed via, FAX by D.L. Bean Inc. A final plan reflecting those changes should be submitted to Engineering. If you have questions, please do not hesitate to contact our division; inc ly Borg e J.,Hoy an,P own gineer D.L. BEAN, INC. Lang! Consultants Forty School Street DATE (413) 562-7S66 July 21, 2005 FAX (413) 562-2091 ATrENTT>0sv Deborah Dachoa, Town Planner TO F?E; Agawam Planning Department Proposed Site Plan 36 Main Street 916 Suffield Street for Leonidas Pananas ,Agawam, MA 01101 WE ARE SENDING YOU M Attached ❑ Under separate cover trig the following Items: Shop drawings M Prints ❑ Flans ❑ Samples ❑ Specifications Copy of fetter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 2 7-18-05 2 Existing Conditions & Proposed Site Plan with recent revisions Per Engineering & Planning Department Comments THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval I For your use ❑ Approved as noted ❑ Submit --- copies for distribution' ❑ As requested ❑ Returned for corrections ❑ Return corrected ,prints For review and comment 0 FORBIDS DUE.- 0 PRINTS RETURNED AFTER LOAN TO US REMARK COPY TO Ceorganne J. Hoyman, P.E. flown: Engineer SIGNED tt enclosures sranotss noted,kindly notify usetonce. arc E. Shute, Sr. V. President MEMO JUL 1 9 2005 To: Planning Board PLANNING BOARD From: Sgt. Richard NILES, Safety Officer Subject. Site Plan- Pananas - Suffield Street Date: 0706/2005 Using the present curb cut for the driveway of#916 Suffield Street as a point of reference,;the following observations were made. aadwa - Suffield Street (@#916) has a medium to heavy quantity flow of vehicular traffic. Pedestrians use the sidewalk on the east side of Suffield Street. And bicyclists use the roadway of Suffield Street. It is a major artery for local traffic as well as vehicles traveling to and from Connecticut. At the point of reference, Suffield Street is two (2) lanes wide (l north bound/] south bound) with a breakdown lane on both the north and the south bound lanes. The northbound lane is 11.7' wide with a 7.9'wide breakdown lane. The south bound lane is 12.2' wide, with a 7.8'wide breakdown lane. The total width of Suffield Street at the point of reference is 40 l' Centerwood Drive is located 40.P easterly(directly across Suffield Street from the point of reference). St. Jacques Avenue is located l 12.8`southerly from the point of reference. Suffield Street has a paved asphalt surface with little to no defects at the point of reference. The roadway is basically flat and straight at the point of reference. isi' ill Visibility is a northern direction is about 375'. This distance could be increased to .2 miles if grass, brush, and trees between the point of reference and the curb cut of Southgate Plaza were trimmed back. Visibility in a southern direction is about .2 miles. i tin - There is a street lamp on WMECo utility pole# 83 located across from the point of reference on the east side of Suffield Street. Traffic Controls - none present ide alk Sidewalks are present on the east side of Suffield Street. No sidewalks of present on the west side of Suffield Street. Schaal Zr rt -Clark Elementary School is located 1.5 miles away. Phelps Elementary School is located 13 miles away. Playgjoun - see "School Zones" Pg&t:ng - There are eight(8)handicapped parking spaces listed on the blueprints submitted. SpM4 LLm -The speed limit at the point of reference is posted as 40mph. &admg -A double solid yellow line runs north to south at the point of reference. Tra,6 ai -EB jijmp act&tim ato - none provided. The east side of Suffield Street is residential. The west side of Suffield Street is business/commercial, Comme art Ougge 5-,uins - Additional street lighting would be beneficial. The addition of a sidewalk from the proposed"restaurant/banquet hall" to the Southgate Plaza would also be beneficial. As noted under the"visibility"heading, by trimming the grass, brush, and trees located between the point of reference and the Southgate Plaza, visibility northerly would be doubled, if not tripled, Respectfully Submitted A d%hard NILES Safety Officer, Agawam Police Department To wN OF GA wAm h +s' TAti INTEROFFICE "s Ar MEMORANDUM D To Planning Board JUL p 1 4 Ltd 20 CC: J, P. Stone, File From ; Engineering,Division pLkNNINGBOARD Date July 14, 2005 Subject: Site Plan _ Pananas- 916 Suffield Strut - SP 463 . Per your request dated June 23, 2005, we have reviewed the site plan entitled "Existing Site Conditions, 916 Suffield Street, Agawam, NIA; Prepared for: Leonidas Pananas, 1673 Suffield Street, Agawam, NIA; Date: Rev:: May 13, 05, kale: V=map"; Prepared by; D.L.Be , Inc., 40 School Strut, Westfield, Massachusetts" and note the following: I The use of the existing 4" wide curb cut onto Suffield St. provides the minimum width for the entrance/exit curb cut for the 237 proposed parking:spaces. Given the proposed number of parking spaces, this site will potentially generate large numbers of vehicles entering and exiting the site during some;periods. A tractor-trailor(WB 40 or WB 50), box truck, or bus would not be able to enter the site while a vehicle is stopped in the driveway waiting to exit onto Suffield St. This would result in traffic being stopped in Suffield St., an unsafe condition,. It is recommended that this curl cut be widened, with appropriate curb radii, to accommodate largest vehicle which must enter the site while another vehicle is waiting to exit the site. This will require the shifting of the parking stall layout and a reduction in the number of spaces. 2 The two landscaped islands in the north central area,of the parking. Meld deft side island of each pair) should have as a minimum 24 foot curb radii at their western edge to allow right hand vehicular- turns;,, 3. To facilitate truck<deliveries to the existing building, eliminate the westernmost handicap parking stall at the northwest corner of building. Add one handicap parking stall to handicap parking stalls located at northeast corner of building as compensation. Also, a ATE 50 vehicle would not be able to maneuver around the service drive surrounding the building. 4 Handicap access aisles to be minimum 4 feet wide (ex. proposed access aisle abutting existing 3.5' concrete walk);; 0 5. Widen all vehicular backups to accommodate a 24 foot turning radius, at a minimum. 6. Add all curb radii data to plan. Driveways to be min. 25 foot radius:Include two way pavement markings (arrows) at both driveways as appropriate. 7. Storm drain trench detail from the N-0-I. sub ssion should be shown on plan. 8. Indicate on plan location of roof drainage/downspouts per schematic submitted to Engineering on 5/24/05, This will conform with the wetlands permitting and storm drainage review for the subject site. 9 The proposed pavement depth is 2.5 inches. This is a private site and all future maintenance is the responsibility of the owner. Although not required, The minimum depth of asphalt recommended is 3" total, M The driveway apron is the responsibility of the owner for future maintenance and pothole repair. Although not required, it is recommended that the apron be repaved with the parking lot to the edge of Suffield St. If you have questions, please do not hesitate to contact our division. Sincerely, i A-c Rick S. Scidnitzer ear anise J. '-"-'Jyn�aJP.E. n Civil Engineer I ow En&4 V S�\SP\463 Pananas\01 site plan review.wpd AGA*AM FIRE DEP ' ENT } 800 MAIN STREET • AGA'WAM, MA 01001 Q v r a� TELEPHONE (413)786-0657 FAX (413) 786-1241. David A. Pisano Chief of Department ' + 0 Mp® Stephen M. Martin Deputy Chief FIRE'S Michael R. Mercadante Fire Inspector TO: PLANNING BQARD 6127I05 RE: PANANAS RESTAURANT I BANQUET HALL @916 SUFFIELD ST. As per. 780.527,and521 C.M.R.s and 148 M.G.L. and NY.P.A. 13 and 72 this building and- additions shall be sprinkled,and alarmed. Please note that the hydrant must be located with in (100) ft. Of the fire department connection and all alarm wiring must be MC or in CONDUIT' where it is not otherwise protected. Complete Narratives, Drawings, andCalculations, shall be submitted along with a copy of the sprinkler installers license before work is to begin. Also be advised that clear access to this structure is required to be maintained thru out all phases of construction. Fire Insp. M.Mercadante R E(0;""E I JUN 2 8 2005 PLANNING This(RMen)is a tree arW otevetro and&mfi s whieh w=etmwttred on the day of days mwwmed in the rep-Tins(Reparl)maybe aped bw NOT ALTERED IN ANYWAY OR BY ANY OMISSIONS.Per,M.G.L.Part IV.Title[,ChWer 368:uo,6 A•'Whoruer,being an ofjleer ar employee afths Cmmtaan»rat<h or of mrypoffHrafsuDdfefrlon therrof in ehe Baum ofhls offlrfaf dutim mewei,fda or publldwowfafm written repay mamuer ariiaremmr,.bww*jg At saw to be fufee Ina mctrrlal mmueer,':SHALL BE PUNISHED byaffne ofrurt+ame dwn(SION)DOLLARS and or IMPRISONMENT Aornot more Own ONE YEAR. AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: July 8. 2005 DATE RECEIVED: June 23, 2005 DISTRIBUTION DATE: June 23, 2005 PLANNING BOARD MEETING DATE: July 21, 2005 APPLICANT INFORMATION 1. Name of Business: Not provided Address: 916 Suffield Street, Agawam, MA 2. Owner: Leonidas Pananas Address: 1673 Suffield Street, Agawam, MA 01001 Telephone: 786-3050 Fax: 3. Engineer: D. L. Bean, Inc. Address: 40 School Street, Westfield, MA Telephone: 562-7566 Fax: PLAN REVIEW Scale: 1" = 30' Date: May 13, 2005 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 0. K. Description of Project: Proposed conversion of an existing machine shop into a restaurant/banquet facility. Two small additions to the front and rear of the building are proposed. Site Plan Review Page 2 Description of Site The site is 4.1 acres and borders a tributary of Three-Mile Brook which is located to the north. The Conservation Commission has issued an Order of Conditions for this project: Provision for Traffic Plow There are two existing curb cuts. One is located on Suffield. Street and the second is on St. Jacques Ave. Widths and radii should be shown. Parking: Two hundred and thirty-seven parking spaces are provided, including eight handicapped spaces. The parking guidelines;are silent on banquet facilities. The applicant should provide information on the seating capacity of the facility. Drainage: See Engineering comments. Public Utilities: All utilities should be shown. Landscaping/Screening and Buffers: 0. K. Sign Location: Not provided. Exterior Lighting: Cut sheets and specifications of lighting must be provided. The Planning Board does not support wallpacks and all lighting must be sheided. Rendering or Elevations: Elevations and/or renderings must be provided. Colors and textures must be specified. Dumpster Locations O. K. Other Comments or Concerns: Pat IofI w Old Parcoll 1 — Crqdress Owner PANANAS REALTY INC City AGAWAM � State MA Address 1673 SUFFIELD ST, Zip 01001 H les Information gyCurrent Reference si Legal to Sale INC tw a Current r, , n Year 2005 Building Value 205,900 Xtra Features Value 14,500 Land re 4,200 acres Land Value 154,700 � ti Total Value 375,100 ; _ 'Narraltiverii 11 r r r r�be 1 r"S l rtlB rl 1 lot� r ill �� 11 ra 1 � , lr . � j .� x m _M... ... . qrl Description Property tmages a ��t t1 �q E wp r a ' r_ tt i t c t t a3 a£° j(E €4 +4w r ,j, 4WaM Parcel Map ParcelID, 17 1 Address: 916", U F sE€D ST Town f 2?glaw.a aka` 36 Main Street Agawam, Massachusetts 01001-1837 Tel• 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Fire Dept., Police Dept. FROM Planning Board SUBJECT: Site Plan - Pananas Suffield Street DATE: June 23, 2005 Please review and comment on the attached Site Plan for Pananas on Suffield Street prior to the Board's July 215` meeting. Thank you. DSD:pre AGAWAM _ING BOARD FORM 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 Address 916 Suffield Street 2 Name of Applicant/Owner Leonidas Panann Address 1673 Suffield Street, Agawam,; MA 01001 Telephone 786- 05U 3 Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street Westfield Telephone 1 -56 -7566 4 Please give a brief description of the proposed project. This proposal is to convert an existing building-, which is presently being utilized as a machine shop, into a restaurant banquet hall. Two small additions will be added to .the existing building* and the parkin .lot will be expanded as additional parking will be necessary. ME RECtIV14i JN Town of Agawam. Inspection services Department' Building Inspection Code Enforcement N► ` 36 Main Street,Agawam, MA 01001 Dominic`Urbinati Telephone - (413) 786.04009 Ext. 210 Richard BosW Inspector of Buildings Fax(413) 786-9927 Sealer of weights&measures Enforcement Officer ----------------- Robert Malonli Plumbing inspector MEMO Cross Connection Surveyor DATE: June 23 2005 Td Planning Board FROM: Board of Appeals RE Site Plans for: Leonidas Pananas 916 Suffield 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. RECEIVED JUN"2 3 2045 PLANNINk")