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8197_SITE PLAN - CUMBERLAND FARMS - GULF - SUFFIELD STREET Plan 111 Jill .. .,„. -�,x_, �.�-:,r_..k:-"sr a _.bps°-•nK,> ar.: >r �:,i. -k.-- �'E-.-m .,ra eY t .r�r, .'. ,.,^, -^:. ?E `E fi . Yw.,�`x'�c "';' .:t.- -�±s,n.ig'� _ �>�':�'�� .�.,� ,a'45.. _.y� � .r•,aY_ �, yth` •s ..-,,�`,.i t '� ;� "•Fiq -y�s._- �.� 4� -e�V!R�nsF`r"a '�' ,aer�;rt"rS: .1��' s<."'�'�c:,a .-��: :� - 5a17-15GD 579' 55T 5Z,5VA 71DN 4 h211 y ' PRl?PO✓ED 5/GNE4G� TD DGGUR B4Tf� 5/DBa � � SITE PLAN Apt, ROVAL AGA1NAMt PLANNING BOARD f•: s t y' `xe - TrP�c,�� 5/D45 5Z,50 T�oN P 5�,504 4/�DPr T1,2N praparBd far loaafed at 937 5;4 15GD STiP5ET A �;A 141A 44 APR/G 3, 2 q APR 4 8 LN32 . .?G:H' Lisa.-:S..,..ry}... :"'l,F_ .. ;t� t'G�.- b .: _.d T �Y� d,c`3.4:n.-5w_.s,a _-i':�. -'K. IYr:`�� KM1 �k�"./' .:z„•l,��--... d6 ♦ ♦ ` LOT #22 LOT121 ' LOT z0 ` , • • NIP N F ��� N 7 • ���\ UNITED INVESTORS UNITED INVESTORS , UNIT,II�.D INVESTORS ,LOT �'7 I 122 — — _ _ `� ' • \ `. . `� 16�Iy1' D rNVZSTOItS -24- - - ♦ \ ♦ ♦ ` \ 1 \ \� 1 rrr rrrr rrrrrOWNING�rrr I ` ` \ \ ` ♦ ♦\ `\ \ \ , existing 6 high stockade fence rip r raprap ♦ `♦`�♦♦ � `� ♦ =�mh. -- — -- — — -- -- LoTf4 ------- _p�ved'sPiilway `� ` ♦ ♦` ♦\ ♦� � �!� --- --------------------------------- _ 17 18 19 z0 z 1 zz 23 24 = �8 _ ' •`♦ ° �` UNITIKD INVESTORS Ln Al 89 existing asgaait Pavement 30 $762 14 \ \ \\ ♦\ 1 56 V. 25.00, 63 L 25.00' � 8r8 ' � ` ♦ ` � ���♦ ♦ s `�`� LOG existing paved lot \ ` \ ` 1 f �� x• ` 34 ` ♦ . r 66 , 83 1>to 52 • PARCEL „D„ , \ \ 8 \ 68 , \���`��► NIP `\ ` ` `,, 6v existRhg handicap ramp f' C. & P. ENTERPRISES �, ` `\ �, ,` 69 , 80 ezlsting. 6'. cona.ete .vva�C ekistihu' 5' .i;ariae `.w t i . 49 70 ,' 79 N 8 \ , 90061 40 41 4�' 43 �4 45 46 47 48 , T A N K N 0 T E S \ , �►� ► 78 5 existing handicap r r 1. TANK CAPACITY CONTENT MATERIAL INSTALLS7z rr 77 A 8,000 Galion oasollne fiberglass 12/23/83 \ ` \ 4 _ 12.Og' �iO.Op' existing vent line r 76 `♦ B 8,000 lion gasoline fiberglass 12/23/83 \ ` \ �� ckaPri� coo I: (hps.y (tyP.) •� 73 ` 8000 Ilan spline fiber la ` ` `\ `\ 3 �`\ .�•_rsr�eou�r .� '. '. • : ,�. • •.•. ' -' ' ' exist ' rr \ `\ exist. 4" dia. land barrier (12} ; • . i _ . I�,T - ! ♦ existing concrete pad 74 i 7S `. 2. OWNER/OPERATOR, (day or night) �` �„ l . ' �/` - = l 1. ra;►►'�'.s;q •::Cumberland Farms, Inc. ` `� \♦ 1 existing tYR nM �sg; `— • _,•- y fll1 r , . i ` exists catch basin ( ) "" �0 }` 'c► c floo�!4 a li 777 Dedham Street \ ` `� _ — _ `— ~ .�`.�:——. —�`- . '• . • .-•� —-_—-- y�- B �-•�s, � exlst#ng 3 - 8,000 gaihx� Wg � r� rap Canton, MA 02021 -pri 60' x 55' canopy :• . ':. • :- . :, :. ' .. .'� l:• .'' . - ' : ' �Ir• — , . fiber ass gasolhle storage tanks exipt�ng aq ttt berm (typJ (617) 828-4900 \ _ _ _ _ — i :. - (a ll, . .f (installed December 23, '1983) � proposed 43' X 55' concrete pad addition exist. 20' X 64 f. to be removedPill T12\ `\ exist. 4' x 12' conc. ga "--existing concrete limiting barrier \ Island w/ M.G.O. (6) _ — — \ 97.64' 1 .91 99 -9-3 94 961 ,96 97 9d 99 f 0 101,1021existhg area latm, (10) ' ' \ ` • V FeAstIng dolb{e ale�sign W/ 9 0or \ 4 x 6 GUusERLAND FARMS Sign , & 4' x 6' price Sign g ' p existhhg sign I ! mounted on outside of column ( 9.4• B 4• _ a-4• w � � _ — — — — — — — T _ r 04•— , _ — s 4•-- - — _. - - -- — — — — �, column Shroud II - - _ _ x — `' _ _ .. ' - - _ _ —' — -' -- _ �. •- - - - — — Ali � I I w-a• w a• w-e• w e• w-e• w-e• WHO• — w e• w�• w-e• w e• w-0• wa• 4 x 4 tubular I I 30.00' existhhg fire hydrant 30.00' existhhg�er pole (typ.) 30.00' steel column I , II (existing curb opening) (existing curb opening) (existing curb opening) SUFFIELD S 1A ri Tj T PwO U TE 75 II GRADE i I SAIL w-s• w-e• w-w• w•e• w-11 w w• W.M. 1 i < s e• � -s s• 54. s-e• s • s-e• H. s e• s-e• s'e• 6' concrete pad w/ positive • limiting barrier < w-W w- • w-w• w-r 6` compacted gravel 12 min. 48` max. ' downspout to attach to 4' storm drain compacted earth NOTE: PRIOR TO ANY INSTALLATION OF ANY SEINER, WATER 4r OR DRAINAGE LINES, THE CONTRACTORI� SHALL CON1`ACT THE 4r 41 TOWN OF AGAWAM'S ENGINEERING DIVISION, 796-0400 X 2758 REVISIONS 14fi,497 SQUARE FAT 837 Suffield stye®t Route 75 -_7), 4p NO PIPINGi/APPURTENANCES WILL BE INSTALLED OR BAO(FILLED ►�i! 20. W 20. Mw7 3.36 ACRES AGAWAM, MASSACHUSETTS won Gas Islao �m1,,.� WITHOUT THE PERMISSION OF THE DIVISION. � 20. w V. 2001 1" - 20.00' NOT TO SCALE J4 1. as March a. 2002 V# M POSITIVE L IM IT M„--BAEBIFA September 1. 1m i6th 21. 2002 .wry 7. M4 90 89 scales 1• - 1'-0" � 2, 190 Ste" 201 o o o d /usr2/msp/db.VM5 • Feb�y r,. S��I{i� 777 Dedham Street Canton. Massachuaette 02021 AAgtest 9. 1893 G8� October 20. 1993 tw1454 S I f E P L A N S, M LOT 92 LOT 2 f ' LOT ,8'0 \ \ \ NF 1V F �� 1VF '� LOT 17 UNITED INYES'TORS UNITED TORS ,' 1J''NtTED IN 'STORS ` NIP I I \ 123 - - - _ S 09° 57' 4 W - 524.94' \ \ 1 1 1 1 1 i \ ♦ \ \ \ \ \ \ \ existing 6' high stockade fence rip r ro rap f \\♦ \\\\ ` `\' ' ` �� \ . ap ' _ 8 pg 4d-Vlt%vay \\ ` • LOT f4 _ \ \ \ `\ \ NIA. ::--t _ /, `\\ \.\ `,`, \\ \\\\ UNITs'D INYRSTORS \ 17 f 8 19 ,�o ,�f ,�,� ,�S 24 - ,�8 \ \ \ . 60 \ f 90 \ 89 r r r ' \ \ \ LP ofVVV existing as�t pavement so ! � 67 ,/ ` \ \\ \ � `♦ `\ `\ \ 87 6,L� 14 1 1 - 25.00 B8 25.00 J 86 \X* 1 \ \ 25.00' 38 94 85 \ �- \ 33 existing paved lot 1\ 1\ 1 `` `\ f � . S `.36 . 6$ /i 84 \ \ \ \\ \\ \\\ 63 34 83 to 52 8� PARCEL „B,. � \ �` \ - 8 ' �,\ 68 �! \\ \ g N NIP ` 60 existing r B9 i 80 C. P. ENTERPRISES 7 �� � // \ exfsting.5'•*o'wCrete .w'a(k eitis#ing 5, § "wadi . 70 i 79 37 38 S9 . � 40 4 f 4,� 43 � ��' 46 47 48 , \ T A , N K N 0 T E S �g• g 71 11 78 \ 1 \ 5 existing handicap ramp 1. TANK CAPACITY CONTENT MATERIAL INSTALLED ! 77 ` A 8,000 gallon gasoline fi_ beralass 12/23/83 \ `\ - 12.00' 10.00' S ` 1 � ` \ �` ••, . '.'. ' " ' •.'. ' '. •. ' - s ' ' ' • ' ' ' ' '. %Xisting vsnt Ik1e i 76 � � \ g 8,000 nation a5oiine fiberglass 12/23/83 \ �� "czar bMiN'M (hps.1 (typ.) C 8,000 Ilon spline fiberglass 1?J23/83 `� \ � �� � - .: 'F existlr�hands ! 76 ` �-- -g-- - existing concrete F 74 r ` ` \ exist. 4' dla. land barrier (12) r _ - • __ re 6 2. OWNER/OPERATOR: (day or night) � \\ f � � •�' Y'`-�"~•~.~'-••y � •- •. • • III. � Cumberland Fames Inc. ` \ ` existing catch basin (typ.)—►�!- saes __ '� �c�ia�r wet" ---- Cum Dedham Street \ ` `\ _ .r` :'. . -. . • I i ' __- _ = - B. .a:e e�dsting 3 - 8,000 gallon u/g r r Canton MA 02021 \ _ _ _ -prop`60 x 55 canopyX .' ' : �, •• . ' ' . rl gig gasoline storage tanks exlp#dig asphalt berm (typ.) (617} 828-4900 \ �` _ _ _ - " • ��: `�, k tllk. i (Installed December 23, '1983) ` proposed 43' x 55' canasta pad addkion = �.c 1 • - t. 20, x 64' cry to be removed \ Ist�g conaete limiting barrier \ exist. 4 x 12 cam. ga \ ` Island w/ M.G.D. (6) \\ ,\ 97.64' .91 9� �� 94 96 96 97 98 99 10 1011 f 0,� existkV area lamp (10) \ \� ` � \ ` \ © f existing dahle pole sign w/ / 4 x 6 (�11i+BERLAND FAFM ' 01 sign , & 4' x 6' pries sign g � � exlstk� sign � -t25 i - rr �■rrrrrr".rrrrr r� �� 3"o p.v.C. schedule 40 dOwrpout - - _ _ _ N 57 V - - i I masted on outside of column 04• ` 04* - 04• - �. ; _ - - er4_ - - - &4' - - - - ere_ _ ^ _ - r - - _ s4; _ _ - - a�+•„�.... - a-4• a4• Ali de column shroud --------* _ 1M-0• w�• W-S• w e• w a• wee• w e• a J w�• w r Wr w-a' 1e'�' w-r 4 x 4 tubular I i existkv fire hydrant exlstk�g �P* (typi steel column I I 30.00' 30.00' �•�' (existing curb opening) (existing curb openir� (existing curb opening) I ! T ROUTE 75 GRADE I I SAUL wrier w-�• w-w• W-151 w-�• w w• I I < s-r s e• s a• se• 6" concrete pad w/ positive �• �• s� �• s�a• • limiting barrier w-w• w- • w-r w-• w-�e• ,;, .�,ti. ♦�z ! -• �y�', '�- - � :�,,, 12" min. 6" compacted gravel 120 max. downspout to attach to .. 4" storm drain .. .. cted earth ' -.1-._-• ` NOTE: PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER ,. 4 OR DRAINAGE LIKES, THE CONTRACTOR/OWNER SHALL CONTACT THE r 4r TOWN OF AGAWAM'S ENGIIEERING DIVISION, 786-M X 2758 REVISIONS M,497 SQUARE FEET 837 Suffield Street Route �5 4r 4r NO PIPING/APRJRTL Y0aS WILL BE INSTALLED OR BACIT- LLED April 20, 1M FOU" 20, %W AGAWAM, MASSACHUSETTS aection @. . Gaa ISIand �,�, T WITHOUT TFE PERMISSION OF TIE DIVISION. February 20, %aa rbrrww 16. 2001 3.36 ACRES1" - 2000' 1 NOT TO SCALE 'w 1. me Mareh 8. 2002 VU im September 1, M2 hbft 2% 2002 .1ar�y 7, 1964 PQBITa LIMILM BARRIER September 2. 1�e2 StTe 2M 0 - m o T=ffigMD@ /usr2/rrWdb.V1085 scale: 1" - 1'-0" Februeay It 1993 7 9, 1� GaS Statlore 852165 777 rxar,anrr street cetntan. Massachusetts 02021 Iw.s.�. Oeftw 20• M 'I59,6-1454 S I T E P L A N 5. 1A96 , lob ` \ LOT zz LOT z 1 ,' LOT 3D \` ` ` \; • N1F N, F NF ;` \` \`, `;,LOT ft7 N. UNITED INVESTORS UNITED INVESTORS ,' UNITED INVRSTORS \ `\ \\ N/ \ \\ \ `\ 1�I " INVESTORS \ \ \ 124— — — existing 6' high stockade fence , rip rap ro rap \ \ MA ,'/ - - _--_---______-_.._........_.......:.-_............ --_ g � R_qvsd_wltway `\ \\ `\ �\ \`\\\ a _J_�_= - 4 \\ \ \\ LET 14 \ NF 17 18 19 30 ,�f ,�2 ,�3 ,�4 $ ,�8 UNITED INVISMItS . 90 89 1 \ \ \ \ \ Q mr �exlsting asgtralt pavement 30 1 \ \ 456 14 r 25.00' 63 L 25.00' 86 / \ \ \ \ �• \ \ 1 ` 13 25.00' s4 , ' 8$ 33 \\\-existing paved lot $$ 84 sing pa 3 34 $3 68 ,' 8S `\\ \`\ `\\`\ \\ " �\`\�• ` \ \ f0 \\ r ! ` \ \ \ �\ \\t+j►. . \\ 35 $,�Of 67 r 83 \, \ \ \ \\ . 6 f �� 81 PARCEL B NIF �, ` \\ 11 \\ 60 existing han�ap ramp B9 80 C. & P. ENTERPRISES �\ \ , 7 \\ rr \\ 1 ,1 \�\ existing.5'.'cxx�crete'.wafk " eitistirig''5' eor ,wrai . .49 70 79 N \�\ �4. B 37 38 39 .•- 4D 41 4,� 43 �i'4 4$ 4S 47 48 T A N K N 0 T E S �9 71 r 78 $ existing handicap ramp \ ► rr \ .. ,, ID \ 1. TANK CAPACITY CONTENT MATERIAL INSTALLED \\ \, �� exl5ting.5'. corticrete'walk, ( .,` 'j2 !r 77 \ A 8,000 gallon gasoline fiberglass 12/23/83 1 \ 4 _ 12X f0.00' 1 ` /existing vent line r 8 8,000 gallon as soline -fiberglass 12/23/8;i , , \ 8 \\ _ yp.) ►sod cou,�r 7j� . r C 8,000 gallon asoline fiber I ss 1?J23/83 � extstiv- ! existing doncrete f 7$ ` \ exist. 4 di a.\land barrier (12) r� ' -- 74 ---- _- 2. OWNER/OPERATOR: (day or night) if ` \, \ \\ ! existing catch basin (typ.)— _-" -- -�. �Pmensea'cAWY n V4M Cumberland Farms Inc. - - - \ - r rap 777 Dedham Street \ ` `\ _, - _�. . . off•'• existing 8 8,000 ganon ulg . Canton, MA 02021 \ \` -gm. 60 x 55 canopy :. �\.T':. T :. .'' :. \ ':. • '. :. .il . - fiberglass gasoline storage tanks � _ _ - �• (Installed Decerrtier 23, IM) �g asphalt t>em1 ( .) (617) 828 4900 \ - _ '.. •^ I� { . \ proposed 43' x 55' concrete pad additionc-' rr to be removed \ ` \ istNg coruete iimiting barTW \ exist. 4 x 12 cane. ga - \ island w/ M.G.D. (6) \\\ \ s7s4 Of 9X -3 94 . 96 96 97 98 99 . 10 !01 102 existing area lamp (10) \ \ \ existing fable pole sign w/ 9/ ' 4 x 6 CU BERLA FARMS \ _ sign , & 4' x 6' price sign N / • ' existkV sip � \ \ / 44 _ _ - - _ _ - - -- - - - �' To p.m. ale 40 down � ' - - .- I I mounted on outside of column ( �+. _ �. — —��; �• - B-4• _ a 4` - � - - -- �• , _ _ _ _ _ _ �'•- - _ _ - _ - - - �• �'' column shroud _ � � ( w-e• w-a• w a• w-e• w-e• w•a• w�• r - w a•... ._ --- w�• w-a• w"• w-V w e• 4 steel column n I I 30.00' existing fire hydrant No 30.00, exlst�g-Pp�wer pole Or) 30.00 (existing curb opening) (existing curb opening) (existing curb opening) IIS D IlPwO TE 7 5 - GRADE I I sm.h. w-i• W.I. Wa. w�• Wo. w-1 1 w-W l 6" concrete pad w/ positive ( w gin• �• w-16• w-�e• w-e• w-�• • • �• • �• smh s e• ' limiting barrier 1-g• ,,;,�••.>��:;.'`�y. .;;,:�F, , ,,,.. � ,�n •ti� • � 12" min. .. 6' compacted gravel "48 max. . J downspout to attach to 4' storm drain compacted earth NOTE: PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER 4 OR DRAINAGE LIWS, T}E CONTRACTOR/OWNER SHALL CONTACT THE83� Suffield Street - R 75 . 4? 4P TOWN OF AGAWAM S ENG ING DIVISION, 786-�400 x 2758 REV IS IONS 146,497 SQUARE FEET outs ' ,,�� �, 41 NO PIPING/APPURTENANCES WILL BE INSTALLED OR BACKF� aril X, W Febiu „ n. 77 3.38 ACRES AGAWAK MASSACHUSETTS Section _ Gas _Island �Z1/D� �mji,, WITHOUT THE PERMISSION OF TI-E DIVISION. ,. e, . 20M �'ll� '�, '� !'bYefl�ar �, 2� NOT TO SCALE 2002 V# � 1 POSITIVE-_ LIMITING E� _ im ►�, n Jnwy 7, W4 scale: 1' - i'-o" �er 2• 1992 Store" � 0 m 0T3�216� /usr2/rrWdb.Rft 90 409 y It 19113 77 7 Dedham street Canton. Mass ermetts 0202"1 M.S.P. ►�, 9, ,� Gas Station* Iffim Oftw 20, M3 _ c S I T S P L A N 1 s cn w12xl6 ALL FASTENERS - MOA/2" TEKS 2"x2"x20 CA GALV. (CONT. AT TOP) r 24" O.G.AND/OR AT EA.OUTRIGGER 9 UNLESS NOTED OTHERWISE. BRACE CROSSBEAM AT OUTER w _ 2"x2"x2VGA GALV. KNEE BRACE('KB) PURLINS SEE DETAIL Q 9 LOCATE AT EACH PURLIN AND FASTEN TO NEAREST W12xl6 0 CROSSBEAM cA ELEV. +11'-4" ?"x?"x18 GA CxALV. OUTRIGGER - 2" x 2" x " ANGLE 'Now 2'-8" O,C(MAX) w 0 � r 3 PURLIN 3" x 3" x " ANGLE wl2xl6 4 FASCIA — _ (2) 012 x 1 1/4" TEK 5 TEKS e+i 014 x 1/8" LAP s+ cn MULLION TIEKS . PER io VIP M x _ W12x16 U- CfRo&65EAM BRACE TYR ENDS OF CROSSBEAM STIFFENER IN CROSSBEAM AT - - CENTER PURLIN5 9 0 wl2xl6 TT Q ELEV. 44'-4n m CONT. SILICONE CA 12 a ' 4x-1/8 LAP TEKS L E CAULK I E y (> 19 12" O.G. 'w12x16Ic W Q - It w w12x16 4 e I SECTION BRACE CROSSBEAM AT OUTER EI SCALE: 1" !'-0" PURLINS SEE DETAIL — - x 0 m A R 4 ,x W12xlb S? 3 I. in El El _ r A 55'-O" 0/0 BOTTOM OF FASCIA I I I II Il FRAMING PAN - SCALE; 3/16° , 1'-0" I I I I (4)GREY COLONIAL � SHROUDS BY STEELTEC `�' Ili� 3"� PVC D.S. INSIDE SHROUDS I • r r SHROUD BY STEELTEC rr rr it r r i HIGH POINT OF DRIVE i rr n r r ELEV. 0'-0" LI_ � I I I I STEEL NOTES IL _JI I L _ 1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A19G SPECIFICATIONS, DESIGN, FABRICATION AND ERECTION OF COLD FORMED STEEL SECTIONS SHALL CONFORM TO 'F THE LATEST AISI SPECIFICATIONS. FRONT ELEVATION 2. STRUCTURAL MATERIALS: WIDE FLANGE SECTIONS - ASTM A5,12 GRADE 50 (Fy 50 KSI) SCALE: 3/16' • I'-0" ��: ANGLES / CHANNELS - ASTM A36 (Fy " 36 KSI) HOLLOW STRUCTURAL SECTIONS (TUBE) - ASTM A500 GRADE B (Fy = 46 KSI) PLATE - ASTM A3(v (Fy = 36 K81) ROOF DECK = 45TM &V53, GRADE .4@ (Fy = .40 K51), GALYANIZ€D (060) WITW DAK€I�) ENAMEL HNI9b STRUCTURAL BOLTS - ASTM A325 ANCHOR BOLTS - ASTM A36 (Fy = 36 KSI) 3. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH LATEST ANSI / AW5 DIJ (WITH E'i0XX CROSSBEAM CROSSBEAM ELECTRODES). 4" WEB STIFFENERS 4. FIELD CONNECTIONS SHALL BE BOLTED CONNECTIONS UNLESS SPECIFIED ON DRAWING. CROSSBEAM CROSSBEAM 5, ALL STRUCTURAL BOLTED CONNECTIONS SHALL USE ASTM A325 BOLTS. BOLTS SHALL BE TIGHTENED BY THE A FOR PERMITS MNL LRF 12/10/01 TURN-OF-THE NUT METHOD AS FOLLOWS (PER AISC SPECIFICATIONS): A, ALL BOLTS SHALL BE BROUGHT TO A SNUG TIGHTNESS, DEFINED AS THE TIGHTNESS ATTAINED BY THE FULL ISSUE DESCRIPTION BY CHK. DATE EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. LAWRENCE R F'fLON, PE REVISIONS: r '' B. ALL BOLTS IN THE CONNECTION SHALL THEN BE TIGHTENED ADDITIONALLY BY A NUT OR BOLT ROTATION ' A-325 BOLTS AND NUTS 101 MARIPOSA STREET APT 02 (THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH) OF THE FOLLOWING: " ,4-325 BOLTS AND NUTS (4 PER CONNECTION) SYRACUSE, NY 1320(o BOLT LENGTH UP TO AND INCLUDING 4 DIAMETERS - 1/3 TURN PURLIN BOLT LENGTH OVER 4 AND LESS THAN 6 DIAMETERS - 1/2 TURN l4 PER CONNECTION) LICENSE • .. 9m32 6. STRUCTURAL STEEL SHALL BE SHOP COATED WITH A RI=D-OXIDE RUST INHIBITIVE PRIMER. FIELD TOUCH-UP, JZ� STEE EC LLC FINISH PAINTING, AND MAINTENANCE SHALL F3E THE RESPONSIBILITY OF THE OWNER (UNLESS OTHERWISE SPECIFIED). LT 'I. DESIGN LOADS SHALL MEET (AS A MINIMUM) ALL LOCAL BUILDING CODE REQUIREMENTS. 210 PAULDING LANE ROOF LIVE LOAD = 40 PSF 3/4" TOP PLATE DALLAS, GEORGIA 30132 (770)-505-5917 FLAT ROOF SNOW LOAD = 40 PSF PURLIN COLUMN BASED ON GROUND SNOW LOAD = 40 PSF SITE: CUMBEiRLAND FARMS WIND LOADS: ` LATERAL = 25 PSI- �U11yRENL��, rMA UPLIFT = 20 PSF 9 THESE PLAN TY' . C OSSBEA* i TO COLUMN CONNECTION BASED ON 80 MPH WIND SPEED (ASCE 1-88 - EXPOSURE "C") E! S 5T P RAZ FOR: JOB NO, TY'F'. CROSSBEAM TO URLIN CONNECTION DEAD LOADS: 5 ARE SUBJECT To , a �2 CUMB, F,41R1"I El 0 FEDERAL COPYRIGHT LAWS 0 (0 0 r-•O 1' x 55 r-O r, (201 V 12 DECK / GUTTER / LIGHTS - 5 PSF ANY USE OF SAME WITHOUT THE a�o�r� PRESS WRITTEN PERMISSION OF TITLE EX : ���1..11NCx PLANDwc. N0. FASCIA - 5 TO 15 PLF (PER DESIGN) STEELTEC LLC. IS PROHIBITED D STRUCTURAL STEEL - SELF WT CONCRETE - 145 PCF AND ELEVATIONS El OF I AGAWAM OFFICE OF PLANNING, & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: March 5, 2002 DATE RECEIVED: February 19, 2002 DISTRIBUTION DATE: February 19. 2002 PLANNING BOARD MEETING DATE: March 7, 2002 APPLICANT INFORMATION 1. Name of Business: Cumberland Farms/( Address: 837 Suffield Street, Agawam 2. Owner: Dumberland Farms/Gulf Address: 777 Dedham Street, Cantor O Telephone. (800) 225-9702 3. Engineer: Lawrence R. Pilon #39032 Address: 290 Elmwood Davis Road, Executive Suite 3, Liverpool, NY Telephone: (315) 234-4435 Fax: (315) 234-4437 PLAN REVIEW Scale: V=20' Date: January 7, 1984, Revised November 16, 2001 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Removal of existing canopy covering (2) fuel dispensers and installation of new colonial style canopy covering all six (b) of the fuel dispensers. AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: March 5, 2002 DATE RECEIVED: February 19, 2002 DISTRIBUTION DATE: February 19, 2002 PLANNING BOARD MEETING DATE: March 7, 2002 APPLICANT INFORMATION 1. Name of Business: Cumberland Farms/Gulf Address: 837 Suffield Street, Agawam, MA 01001 2. Owner: Dumberland Farms/Gulf Address: 777 Dedham Street, Canton, MA 02021 Telephone: (800) 225-9702 Fax: Z� O 3. Engineer: Lawrence R. Pilon #39032 Address: 290 Elmwood Davis Road, Executive Suite 3, Liverpool, NY Telephone: (315) 234-4435 Fax: (315) 234-4437 PLAN REVIEW Scale: 1"=20' Date: January 7, 1984, Revised November 16, 2001 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Removal of existing canopy covering (2) fuel dispensers and installation of new colonial style canopy covering all six (6) of the fuel dispensers. Site Plan Review Page 2 Description of Site: Site is presently fully developed. Only the canopy is to change. Provision for Traffic Flow: Unchanged. Parking: Unchanged. Drainage: Unchanged. Public Utilities: Unchanged. Landscaping/Screening and Buffers: The following landscape note is to 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." Sign Location: Unchanged. Exterior Lighting: The canopy lighting must be recessed. Cut sheets on the lighting must be provided. Rendering or Elevations: Elevations and/or renderings of the new canopy must be submitted. Colors and textures must be shown. Dumpster Location: Unchanged. Other Comments or Concerns: Town .of Agawam Aiak4, Iwo 36 Main Street Agawam, Massachusetts 01061-1837 Tel, 41.3-786-0404 Fax 413-786-9927 �r March 25, 2002 ' Jim Scholes Construction Department Cumberland Farms/Gulf c 777 Dedham Street Canton, MA 02021 (� Dear Mr. Scholes: �L At its duly called meeting held on March 21, 2002,the Agawam Planning Board voted to approve the Site Plan entitled: `°Cumberland Farms, 83 7 Suffield Street,Route 75,Agawam,Massachusetts" prepared by Cumberland Farms and. dated January 7, 1984, revised March 21, 2002 with the following conditions: 1. The comments contained in the memo from the Engineering Department dated March 8, 2002 and attached must be addressed. 2. A colored elevation with the exact size and location of all signs and logos inust be submitted for approval. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, - ash Dennis B. Hopkins, Acting Chairman Agawam Planning Board cc: Clerk _ Building Engineering File TowN OF AGAwAm MEMORANDUM ,�►� D M�' To: Planning Board CC: John Stone DPW Superintendent; File From: Engineering Date: March 8, 2002 Subject: Cumberland Farms - Drawings El and PI - 837 Suffield Street- SP 393 Per your request dated March 6`h, 2002, we have reviewed drawings F1 (Foundation Plan) and EI (Framing Plan and Elevations) for Cumberland Farms, 777 Dedham Street, Canton, Massachusetts 02021, prepared by Steeltec, LLC 210 Paulding Lane, Dallas, Georgia 30132 dated 12/18/01, and have the following comments: These comments are in addition to and do not supercede.those listed in our memo to the Planning Board dated 3/5/02, re: same subject. 1.) Based on the two above mentioned plans the applicant proposes to route stormwater from the proposed canopy underground to an "underground sewer by GC" as noted. Since there are no indications of an underground sewer on the plans it is unclear what the intent is. In any event we recommend the applicant pipe the stormwater from the canopy, underground to one of the nearby site catch basins and show the underground piping, canopy roof leaders, and at least one cleanout per 100' of drain pipe from the canopy, on the site plan. If you have any questions, please contact our division. Sincerely, Sincerely, k• NJ James T. Daley, P.E. Harold Piligian, I.T, { Town Engineer Civil Engineer I hAc0neerlskeplan\sp393_0I.wpd TOWN OF AGAWAM MEMORANDUM To: Planning Board CC: John Stone DPW Superintendent; File From: Engineering Date: March 5, 2002 Subject: Cumberland Farms - Site Plan - 837 Suffield Street - SP 393 Per your request dated February 19d, 2002, we have reviewed the plan entitled "Site Plan," 837 Suffield Street Route 75, for Cumberland Farms, 777 Dedham Street, Canton, Massachusetts 02021, prepared by Cumberland Farms and Lawrence R. Pilon, 290 Elmwood Davis Road, Executive Suite 3, Liverpool, NY, dated January 71h, 1984, latest revision November 16', 2001, and have the following comments: 1.) We recommend the applicant show on the site plan how the proposed 60' x 55' canopy will drain stormwater. 2.) We recommend the applicant show on the site plan any existing utility pipes, Iines, etc. that are under the area of construction of the proposed 43' x 55' concrete pad addition. 3.) We recommend the applicant show on the site plan a sectional view"of the proposed 43' x 55' concrete pad addition. 4.) We recommend the applicant show on the site plan the stream that runs along the southern property line. 5.) We recommend this plan be stamped by a surveyor or reference a survey plan and also stamped by a Massachusetts professional engineer. 6.) If the proposed canopy will drain stormwater through underground pipes then we recommend the applicant add the following note to the site plan: "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." If you have any questions, please contact our division. Si erely, Sincerely, �Y James T. Daley, P.E. Harold Piligian, I.T. Town Engineer Civil Engineer H:TNG1NEER0TEPLAMSp393.wpd TOWN OF AGAWAM a, MEMORANDUM ATEO MPy 1b: Planning Board CC: John Stone DPW Superintendent; File From: Engineering Date: March 8, 2002 Subject: Cumberland Farms - Drawings El and Fl - 837 Suffield Street - SP 393 Per your request dated March 6"', 2002, we have reviewed drawings F1 (Foundation Plan) and E1 (Framing Platt and Elevations) for Cumberland Farms, 777 Dedham Street, Canton, Massachusetts 02021, prepared by Steeltec, LLC 210 Paulding Lane, Dallas, Georgia 30132 dated 12/18/01, and have the following comments: These comments are in addition to and do not supercede those listed in our memo to the Planning Board dated 3/5/02, re: same subject. 1.) Based on the two above mentioned plans the applicant proposes to route stormwater from the proposed canopy underground to an "underground sewer by GC" as noted. Since there are no indications of an underground sewer on the plans it is unclear what the intent is. In any event we recommend the applicant pipe the stormwater from the canopy, underground to one of the nearby site catch basins and show the underground piping, canopy roof leaders, and at least one cleanout per 100' of drain pipe from the canopy, on the site plan. If you have any questions, please contact our division. Sincerely, Sincerely, k;, i• ames T. Daley, P.E. Harold Piliggian. I.T. Town Engineer Civil Engineer I h:lengineerlsiteplan1sp393_bl_wpd MEMO TO: Engineering Department FROM: Planning Board DATE: March 6, 2002 SUBJECT: Elevation - Cumberland Farms - Suffield Street Please review and comment on the attached elevation plan that was submitted for the Cumberland Farms Site Plan on Suffield Street prior to the Board's March 7'meeting. Thank you. DSD:pre TOWN OF AGAWAM a, N MEMORANDUM s� D May, 1b: Planning Board CC: John Stone DPW Superintendent; File From: Engineering Date: March 5, 2002 Subject: Cumberland Farms - Site Plan - 837 Suffield Street - SP 393 Per your request dated February 19', 2002, we have reviewed the plan entitled "Site Plan," 837 Suffield Street Route 75, for Cumberland Farms, 777 Dedham Street, Canton, Massachusetts 02021, prepared by Cumberland Farms and Lawrence R. Pilon, 290 Elmwood Davis Road, Executive Suite 3, Liverpool, NY, dated January Th, 1984, latest revision November 16'h, 2001, and have the following comments: 1.) We recommend the applicant show on the site plan how the proposed 60' x 55' canopy will drain stormwater. 2.) We recommend the applicant show on the site plan any existing utility pipes, lines, etc. that are under the area of construction of the proposed 43' x 55' concrete pad addition. 3.) We recommend the applicant show on the site plan a sectional view of the proposed 43' x 55' concrete pad addition. 4.) We recommend the applicant show on the site plan the stream that runs along the southern property line. 5.) We recommend this plan be stamped by a surveyor or reference a survey plan and also stamped by a Massachusetts professional engineer. 6.) If the proposed canopy will drain stormwater through underground pipes then we recommend the applicant add the following note to the site plan: "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 Riping/appurtenances'., will be installed or backfilled without the permission of the �n '�'` If you have any questions, please contact our division. MAR D 6 K012 Si erely, Sincerely, James T. Daley, P.E. Harold Piligian, LT. Town Engineer Civil Engineer H:SENG1NEER%S1TEPLANISp393.wpd MEMO To: Planning Board From: Sergeant Donald Galler S_ � Subject: Site Plan - Cumberland Farms/Gulf- Suffield Street Date: March S, 2002 The site plan by Cumberland Farms to install a new 3 F x 64' canopy to replace the old one will have no impact on pedestrian or traffic safety. _w t r� a VAR � 5 �� pig Town of Agawam 36 Main Street Agawam, Massachusetts 01041-1837 gyp. Tel. 41.3-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept.,Fire Dept., Police Dept. FROM: Planning Board DATE: February 19, 2002 SUBJECT: Site Plan- Cumberland Farms/Gulf- Suffield Street Please review and comment on the attached Site Plan for Cumberland Farms/Gulf on Suffield Street prior to the Board's March 7, 2002 meeting. Thank you. DSD:pre Michael R. Mercadante Fire Inspector AgawFire p r nt Date: et)e( 80 e tit i I � f J ' t r i } 1 ! r > Michael R. Mercadante Fire Inspector AgaWai Fire a - Date , SAX �, I � • FEB -� SQUAFE �� 837 Suffield street - Route 75. ACRES A AWAM, MASSACHUSETTS V* . 200' 'f G�1 amm 0 . 0 e� /U9 /ITI�II�•Y ;tatWoo 852165 M oeawm Street canton, Msas�rc�%mM oM M.S.P. JW S I T E P L A N MEMO , TO: Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board DATE: February 19, 2002 SUBJECT: Site Plan- Cumberland Farms/Gulf- Suffield Street Please review and comment on the attached Site Plan for Cumberland Farms/Gulf on Suffield Street prior to the Board's March 7, 2002-meeting. Thank you. DSD:pre AGAWAM PLANNING BOAR] 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 iiosiness CUMBERLAND FARMS f GULF Address 837 SUFFIELD STREET ROUTE 75 Telephone 413 — 789 — 7434 Fax NONE 2. Name of Applicatnt/Owner CUMBERLAND FARMS / GULF Address_ 777 DEDHAM STREET CANTON, RA 1'eleplxme 800 - 225 - 9702 Fax.__. 781 -- 828Y - 1497 3. Name ofFtigineerlArchitect LAWRENCE R PILON # 39032 Address 290 ELMWOOD DAVIS ROAD, EXECUTIVE SUITE 3 , LIVERPOOL, NY Telephone 315 -- 234 — 4435 Fax 315 — 234 — 4437 4. Please give a brief description of the proposed project: REMOVE EXISTING 20 ' x 64 ' CANOPY COVERING ( 2 ) FUEL DISPENSERS AND INSTALL NEW COLONIAL STYLE 31 ' x 64 ' CANOPY CO:V:ERING ALL (6) FUEL DISPENSERS . Rcviscd W 121Ut1