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T ' } ! / ( / e " . ♦1 t 1 \ I �YC `O. �N - ON =E° 100 1-0, - se £L� -- r � � y `` t \ / ",, xsc'O 3d01S V = , ; � ° ti xt�� a Pti k " (du N rs M S ♦ % \ It �Nd r� k� awns 4330 ��d Z 35 / i w ,. 3 NO3 1SY33Nd r c =340 + a • �q`S 2 A0V31 10021 / 1 - (L y1 QL� o SNivly S e �'. j 4 � N yr6 t 1 � , � - -- BC�N tp1t(te / � ` M. a i : is y / ll ` Jr:Yt )e •• � , �- y avi _ , 0 y f a / 3 ii? i yR --- _ $N V5 - 1 D d - % ' �`1 .,Ir 'Fl 431 e 0 Jl .. V l / o A 1 \ \ 1 1 t '_� 1 Gti / V,, ' 1 ,.\\ \ h Z 3SYHd 39YN01S , 1 v '�' 1 / / ( ( / V 5 A ' . � . / , r / � � \ et a!""? 'y l ' - / ,> � / r,,,-... / / ',v N\ ' -, ) '✓,. ;ak \ o�Le� -: ,1 �' (a 51X3 ao Y �, I G i — ,,O 213AN10411 I I I / /F /� ,� � / „ .�'� J ._ a / iq _ ti 6los , ` INISYB lYO 0 I I i ,� • - 1 433 0 N HLN1 : 7 I I 1 / ) / I / / / �, w. „,A 1 / ' aw" 1 • � � . " I ' ... `fir YYY Li d tiJ1 t i / !. /1% / / -----'--- - \ 7'''' ' ...s" tea ✓ \ \� r y�`e" / ^ / / f 7 / .1L` / / � / --n', - \ ,'' R' -z -- ` J . `„ " ,r ��! r / ✓ \ / r +' ♦ / F - / R._ e / --vim .r 3NOZ / - 1P,---..... ` **° ' � J. N3YVHOV0a9N3 l / 1004 - 0! J ,1 �, r 1 \ Z Westfield, M assachusetts \ (413) 562 -1600 v \ � - www it Z 1) ( rt' L T I�w t1 5 �- 12,. „ oS µ Vi a M" 1 5,E1 00 0101( i \ 55I \!.,• � I e1 ,2: .,. , ,,,., % ,L41* . \ , ) \ '' o X 12 5- r \ / ; ; j , REPLACE EXISTING CATCH BASIN %7TH NEW STORMCEPTOR STC 4501 AAt A 1- A( 1 2e ---X' GEOSYNTHETIC REINFORCED GRASS 't ® PAVEMENT (TURFSTONE) FOR \% k '4 ,r� Ps y._5 -{ 91 v a EMERGENCY VEHICLE EXIT 4 C �RR fl . �,f, �' UNTLE N CNR 2 o ' L a lt. :"p y vp N KTIS r1 - / f? i F � FUTURE PAD FOR 'A.?? f { - e ms ��7�t - BUS STOP/KIOSK � roo %F'1 1�� . 40 -FOOT BUFFER ZONE - I 'T^ '�• \ Of (LOCAL) 1 11 .011 I ✓�"J ` \_ .L / �`L II \ \ - 100-YEAR FLOGD PLAIN � , A , ' \ � / / IC \ \ MAINTENANCE ACCESS \ 'LO / / � PARKING STALLS WILL BE CONED ti \ \ ti r ' \\ OFF TO ALLOW ACCESS FOR �Y MAINTENANCE � V P \ , i m � , \ BIORETENTION AREA GRASS �''' ...' V3%G 41- , \`' \ & GRAVEL PRETREATMENT Northwood e ,3 " its -A Development ROOF LEADER EFs A IV�/!�' ' "v5 Tit Atwood Drive r �" ` , ` , \. VIP Northampton .\- •-•.., . --- ' Alti: ' N. \ r y e '; . 4, . ` Atwood Partners NI, ms s' © _ t:;5 F+! '.! . 4' \ SLLOPE =6 .576 � �� .. Northampton, MA - �.S \ \ --70 - YEAR FLOOD PLAIN J INV. OUT: :,."---1.1. :-" -... ., �\ \ \ \ \' \� \ 114. r! , � �\ \ \ \ \ �5R ` ma y.:.%'` 'S1 i INK --- \ �� \ \ � ��1.401 Z' .� gl -- SLOPE-1% \ \ \ \\ \A\ ilia \ 1 a � ,y ,/� � %' i PROPOSEf�CONTOUR 6 \ \ \\ \ ,1 '1,1 1 / i �t� % MP) , v / ` . a . „..009. 11 11 \ ! 1 s`',1 \ �, \ t 1 y " ETENTWEJ AREA GRASS S SORk' WP A,--P , } - i y,,, f 1 {{{ / !, GRAVEL PRETREATMENT 1ifCO m0' f :*. 1 1 1 ' \ t ' LINED BIORETENTTON AREA (TYP) 0� \ 1 " I .1 INV. 114.25 23 61'S- � .1 0�. r + .. r ��. \ \ RID-RAP SPILLWAY AND PAD � � s , /. 1 t / PRD DUCK - BILLED ii�'`�� WP T of \ I � x 6 x • \ \ \ INV.K111.05- SLQPE -1% _i /_-�- / Rim ARE BE DVE NTED ` I ! \ / ; I °� \ ` ERGEN CY SP l �-. e�' ""�� / A�CONSERVA11 MIX \ / � DRAINAGE STRUCTURES • _ w _ / \ CB -1 CB -9 ROL P. / RIM =119.5 RIM =119.5 / 1' ,. / INV. =115.5 INV. =115.0 ` r I / fL '� CB -2 DMH - 1 wn rmei Rmesse 11 �_ \� _ , / / RIM =115.5 RIM =119.0 v11 to<al Resew comma e 'ER AB LE MATERIAL • RT AT TOP / INV. =113.0 INV. IN= 114.75 (00 -3) 3 301 Loco! Review Comment. 3 ER ME CB -3 INV. I5 =115.0 (CB -4) - 3) / / RIM =119.5 INV. OUT= 114.75 ; 11A0 vii Local Renew Commerce INV. 1m Issued for PemAmmg / DMH - Arent HOe Deso;oeen / IN V. IN=11 PROJECTION H -1363 / RIM 1 INV.=115.5 INV. I5 =114.0 (DM -5) FILE SITEGROR610 INV.�115.5 INV. IN =114.0 (DMH -1) NOTES: CB-5 INV. OUT =113.8 DRAWN BY LPr 1, STORMWATER DRAINAGE PIPING IS 12" HOPE UNLESS RIM-118.0 CB -A CHECKED EEE,BSH \ INDICATED OTHERWISE. INV. =114.0 RIM = 124.755 APPROVED BY OH 2. DURING PHASE 1 SNOW WILL BE REMOVED TO THE FUTURE CB -6 PHASE 2 SITE. AFTER PHASE 2 IS CONSTRUCTED SNOW WILL RIM =115.5 CB -B RIM =124.81 SITE GRADING AND SE STORED IN THE REAR OF THE CLARION HOTEL AND INV.-113.0 INV. -121.0 DRAINAGE PLAN HAULED OFF SITE AS NECESSARY. C8 -7 e', 3. ROOF LEADERS SHALL HAVE A SLOPE OF I%. RIM =119.5 STC 4501 INV. =115.0 RIM= 124.78 SCALE 1" = 40' CB -8 INV. IN =121.4 (4 ") RIM =119.0 INV. =120.4 SHEET 7 INV. =113.0 Of/A P i IELD, MA 01105 • TEL. (413) 732 -5111 • FAX (413) 787 -2169 7 i POWDER TAN bo POWDER TAN co I a SHERWIN WILLIAMS DISTANCE BLUE #6243 b BACKGROUND • 10X- WHITE 1/4" PVC W /CLEAR ACRYLIC COVERS • SCREWED TO SIGN • • • • co • CONCRETE CAP MEj BRICK BASE SIGN WITH BRICK BASE. STANCE BLUE SW #6243 - UD MOUNTED TO BRICK BASE JDY AND POWDER TAN '4G CODE: DATE: 5 -15 -12 DATE: 0 -0 -12 SCALE: C /DEVELOPMENT ASSOCIATES.PLT DESIGNER: INIT. DESIGNER: INIT REV. DATE 8 -8 -12 REV. DATE 0-0 -12 3/4 —1 -0 DPMENT ASSOCIATES.CDR DESIGNER: MT. DESIGNER: INIT. I THIS DESIGN IS THE EXCLUSIVE PROPERTY OF AGNOLI SIGN COMPANY INCORPORATED AND ALL RIGHTS TO ITS USE OR REPRODUCTION ARE RESERVED AGNOLI SIGN COMPANY, INC. • 722 WORTHINGTON STREET, SPRINI A _ 78" 67" 0 N 31" - N- • • • • . • 0 0 •• • • • • • • • • • • • 1 SINGLE SIDED NON - ILLUMINATED REVERSE SIDE NO PANELS PTD DI 1/2" BRASS METAL LETTERS /NUMBER /S1 ALUM TOP PANELS PTD BURGUN CUSTOMER: LOCATION: STORE NO: CONTACT: TRAVIS WARD DRAWII DEVELOPMENT ASSOCIATES DEVELOPMENT ASSOCIATES SALESPERSON: HARRY D - MIS 630 SILVER ST /UNIT 3C 630 SILVER ST /UNIT 3C AGAWAM, MA AGAWAM, MA DESIGNER: LANCE DEVEU NOTES: City of Northampton _ . ,,'°„7.,:4.:-,4,.>,;4., .-W. .. Massachusetts C I c DEPARTMENT OF BiTIDDING INSPECTIONS 8 212 Main Street • Municipal Building A . Northampton, MA 01060 :14 Tv:t7V INSPECTOR Application for a Permit to Place or Maintain a Sign Or other Advertising Device, or Marquee (Application to be filled out in ink or typewritten) Number Plans must be filed with the Building Inspector Erection ( VI before a permit will be granted. Alteration ( ) __ _ - . Repair ( ) _._ „._ . Repainting ( ) 1 ( ) i I AU 1 4 2012 j FEE PAGE PLOT p� : - su: Northampton, Mass. 'OuV u S t /Y 20 / 2_ - Te �fa ng Commissioner: Application for a permit to place or maintain a sign or other advertising device, or marquee. BUSINESS NAME N 14 0/ ' /-- P 'iscri .aG...0 OE & 1. Location, Street and No. X AT(A.J ooc/ l eivc, n14z -T4 l /Y 2. Owner's name Oxtow ? . i:r.lq'C. •k ( - C.C. 3. Owner's address P 3 oo 5 1 46-4 a-u , mA 01OQ 4. Maker's name A br4Q.II . S yj G )0(571. .1' ` 5. Maker's address 3 �z o�7�t� �q J. .../�:� �� e i cc. /Yfi....0.[l.91 6. Erector's name r.!hh! '1' 7. Erector's address 122 6 JOX - ri I `h) figVe /ct, r'JA- 01 ioS SIGN KIND OF SIGN / (Designate) 1. Sign will be (check one) illuminated Non - illuminated V 2. Will sign obstruct a fire escape, window or door? No Marquee 3. Lower edge will be ft... �7 .. ins above the public way. Projecting 4. Upper edge will be ft 6 ins ab we the public way. Roof 5. Height . .ft ins Width U ft. P...ins Temporary 6. Face area.sq. ft. Wall J , 7. Inner edge will be ins from the building or pole. Ground 8. Outer edge will be ins from the building or pole. Other 9. Face of building or pole is ins back from the street line. 10. Sign will project 'o ins beyond the street line. 11. Sign will extend ft ins above the building or pole. 12. Of what material will sign be constructed? Frame A LUM i .. °. Face 9 L''''” "`'"' 13. Estimated cost $ G.133 The undersigned certifies that the above statements are true to the best of his knowledge and belief. 7/QA.47 I . i 9t,tAk...t4 .1 FE PLOT Pt,fy N (Signature of Owner or Agent) �" _ 0 ii `�'JIB Page 1 of 3 1 City of Northampton Map 39 Lot063 Zone Massachusetts Date issued 8/14/2012 0:00:00 Inspector of Buildings Permit # BP- 2013 -0169 Permit Fee$30.00 SIGN PERMIT Business NORTHAMPTON /I -91 PROFESSIONAL CENTER Address 8 ATWOOD DR Applicant InstallerAGNOLI SIGN CO INC Applicant Installer Address P 0 BOX 1055 Work Description INSTALL GROUND SIGN - NORTHAMPTON /I -91 PROFESSIONAL PARK - DIRECTORY SIGN Estimated Cost $6335.00 Building Department Approval by: Tighe &Bond - - -„ / Consulting Engineers 10 -Foor �1 i -- i 1 \ 53 Southampton Road \ NO- ENCROACHMENT - _ - �' - b _ �" r _ - I _ \ o Westfield, Massachusetts - �� - �� / i o (413) 562 -1600 j _ I____ i �-, www.tighebond.com '� % ;nom � � 1 v v y / %t / l /Jr J \ _ o -- \ i i )3 r . t) all& b t rIQ L + cP c • r ! rI 7 / • • J/ s'�µ . of y� lii / / /r , Sgy n " „.„,,,••• v ,�J1 )c x.„tLal �� waoa J � / J '' ' i / I / v g5 / v p I rs fix, Ci t l' 1 a. �/ J / / I %/ ' P x - G CATCH .---,,,..40, V,�g1 12 v r� -�r al' / I 1 I I •/ WITH N DEEP' �� � ) r ►.w \ j7 / / / I I 1 c +r D CAT BASINI ' 'V `'� v �p / . . / / 1 I I I 1 J EXI G INVER • x \2zS ' 4� v a 1 (� • cBN10 w� / / ` ( \ \ �\ J \� \ A / 2 / � c1 `125 t. ` f - , � ` \\ \ \ 1 , ��, �•, ',> - "o \ \ / y\ b REPLACE EXISTING CATCH BASIN T "` - ` \ \ µ \ •• r \ \ \ \ \ D \ ` �� • t y ` - WITH NEW STORMCEPTOR STC 4501 1 / MNC v,T ,vn- / v v v v ��1 A, 7 © 5 ,V IF \ �\ a W STORAGE -PHASE 2 Q \ - ' p a / \1y 6 L 5 12 � GEOSYNTHE1IC REINFORCED GRASS ( \ \ V \ ', v v v • N v \ �/ \ A �� n + 8 .. 5 1 r s EMERGENCY VEH S EX OR o a 4 5 Of S � ^ s� \ \ \ \ G 1 /' / \ \ \ / / t �. . '�' §. / \' L RB nC YA > HU gy \ \ \ / ,T \ L _ I� " _ C� 9 C S 482 47 : \ \ \ ✓ \ \ 2 1 ( p t 5 . O �H, • 1 P a J V 1 f� ' V r / • \ i / / � � � OPI l- 0 1 � I I , / ,! r/ � , �� .. ' � / .� „r i ,tiN & .. a 1' J \ � / ✓ e f U \ . - ' tb ' .� 40 -FOOT BUFFER ZONE " " ✓ � � ( y / / 6 1 ' � a 1011.-V.'::\ _v BLSF (LOCAL) C , '11' \ / ' � � �, " �• \ ' \ / \ 100 -YEAR FLOOD PLAIN - +% vlr. • , ( / w , pcP 50 5 a \� � � \ 7 / ` \ \ MAINTENANCE ACCESS .BS /� 'l' ' a _ � ,` , , \ � \ - -1� `ryry/ 00 „5, \ PARKING STALLS WILL BE CONED ■ E " ` OFF TO ALLOW ACCESS FOR 3 MAINTENANCE / 1 u - ' \� 1G p, // WI f1 � BIORETEN710N AREA GRASS ® TQ _ �. \Lp \N C� �. ' \ &GRAVEL PRETREATMENT Northwood • R` - o � �1` '► ■ '! ,2 2___ 6 ') 35 �� N� Al � 0 �_ l i - \ _ F.F • � �'�' p '/ ti - Atwood Drive ,; y L• �° ` � �j ROB LEADER '•� `/ // ' w i ` � S ,. � - J \° _ 1 �'. \�/ k ti ' Northampton ■ F,a ua t, - E i /N �. 2 0' 1 \ ..- � � % c � � ; pf• ` ' n M7 •. ' , I R , c + 'N' of / ° � / A c R .,;P G � 1 � � � .J y'� , __ // ' '. /� ,.} J \ Tyy O � D v g� ntv i �� SNOW STORAGE w�. V195 0 , r ` . "`• ' � � � `� ��1 0 i «` Atwood Partners P.rS s• a , va PHASE t - p 127 .y i �, /� ad e: \ ' i Rp - \ Y c' 1 4 � J . � • ..,3 _ e tip D .. / A n ,K .- a - 4 ``DE - r�c� r ` GR P f' � , \ , :..11. l ' A \ h / - G \ OM ,� s" A e ,....0 ' v t8 21 ` ' o \ SOP =f) � � - _ i _ ' _ ,,, \ Northampton, MA ' 711., p o � � �,' . : 9•- F / 8 PN Sx 3�� \ \' .kO 1 - 4 � � ,. \ ` 10 -YEAR FLOOD PLAIN ■ %%♦ ( ,,_r •% 03 9R t i, �, / `` r � \ \< / ��; `�� �w � NV7:111IN.' ' ��r S ;%� \ \ \ \� \--„,....____ "' / / ROOF LEADER / /� ,/ b > •• IA OPE =• x �'� r \ \ \\ \� ' • • , / / 01 • Vr �" /'_" t"f� J �' ��� INV. =112.7 \ \ \\ \'\ \ \ ° -- • / , viA •.`ti/ RED ` ` Al- 8�� � .."•- .• OSE ONTWR \ \ \` / a f c 2 ?\-1,.....- ` K Kc ASK . � � T , (TM) \' .0p9' 1 \ -3 ♦ RRECAST CONCRETE" .,. / / /�� \ SE ` , 0 DEEP SUMP CH /� 11 � •' a- BASIN (TYP) a / ^ d // �b `Y , \ __ , v" .lc' / i i' /'� P t � i i f i . 5 .1� -..+'y ate:. / M W P R6P .>it ' ♦ \ w idJ' r .es4` ;,1"' lOR u � 1 SfSL i i ♦ I / d y�LL.. ,, s�♦ " / i ETEN710�1 AREA GRASS SSOR W P � - - I ! \ µ c�� ` I / _� r '' K4YA �rA ,. U xv- `.. �� / r / / GRAVEL PRETREATMENT O RF\•O �h O' /,s'� ■ 1 \ \ ** ♦ 4 M =- *0 / -- . 6 1 ; Fi��r & 3,\ __� �.; -¢.... . I ' '14 t UN BIORETENT AREA (TYP) / �i�� j' \ �, \\ \ \\ `� u .. a, - n'c'z+`, 1 INV. 714.25 �0�.. ', \\ \ 1 � � \ a z* ., � , 4 . ce _ ' �� --� ., .. ,'. PR OSED \ RI SPILLWAY AND PAD N y ,, 1 / \ 1/ -�-♦ SLOPE =0.75% r a / -- '.=`,..,1............1 - . 1NV. =113.65' a \ I I y)'.ni �� '' " \ k \09. -- t 1 * - \ ° I �, n1� \ • R SED DUCK - BILLED �i�• v +P 10 V V V • " v rF °' ° 1163 `p_ INV 113.0' A II � � `k \CHECK vE ii'' 07 / J ND ENCROAt P l/ / ♦ "� / � 0 ��� i x c r '; 5' HDPE PIPE 1 1 1 / 11.. ` \ INK= 111.0S-SLOPE =1% ii'� .- RI`'{1 STORMWA R OVERFED a. \ \ \ ♦ w * / % 4403.1 s�f "! ' � �� SLOPE-0.5% -' - +�y \ ERGENCY SPlF1W v iy'. A'CONSERVATIdN M W \ \ _ SLOP 1Q.I ,� BIORE TION REA G5' / ,,,.yH . =• • ,,..r• �.�� N /ice \•� \ \\` • , DRAINAGE STRUCTURES ,, / \ \ \`-- -- 1�_ PRET 5 r INV.= 112.B B // / - \� µ `\ \ \ \\ 104 ♦ xN ! e .. � m .,\Co.'1 } / j / +,.•`7 "a. �J 4 ' t " - ae_ / __ - \ CB - CB - • M \ V. ■ a / , - ce : °' . y r + ` .. . 7. ° ? OP ° ' / ,, ,E , ` `` ._ ... /� / RIM =119.5 RIM =119.5 N ./././. / OUTLET CONTROL _,STRUCTURE 1 \ / ah \ _ P ` INV. =715.5 INV. =115.0 \ ; ♦ f� IR w� / *� �:r!'��',/ ���IFV. =113.0' .. _ / - - J ,. .; tip,&".112' \ � rE �� R F . D - M \ . ( '� // 1185 INK- 172.6 SLOPE =05X _ -�� R CB -2 DMH_1 5 ant Final Release '' \ t - a 5 \ \ \ - - J \ _ RIM =715.5 RIM =119.0 \ \ s .15 i 9 `N ��- -- 117INV 7140' \\ __ _ _ _ .0 Local e � Comments r n ` _ - 4 F RT TOP // INV. 3 INV IN 114 (CB -3) o r \ ` 1 \,..\ \ \ Ves � - -' T7 Y y EABLE MATERIAL = - _ _ __ _ � - I K;av %� UNDER DRAIN AT P a 5/ti L R c D � �3'� µ - D ER � OF LOW PERM / 11 w \�TYP OF 3) CB 3 INV. IN 115.0 (CB 4 _ VJITERSH PROIECrr9P"REA�� =�R / RIM - 119.5 INV. OUT 114.75 1 vn �xa Reaew meing µ e /. /I I -\ _ - v,. n� :� ="« ' - - - _ R \ / INV. -175.5 DMH -2 t Date Desmob/Pem,Mmg / [Z / CB -4 RIM = E Mark Deze oe.mveoe _ �' ME R - SPEpA ^ONSER' /ANC1' AREA / RIM =119.5 INV. IN =113.8 (CB - PROJECT NO: GRo R610 Y 1 S i 1BP�� p SED IMENT POST ( TW OF 2) / : GRD MAI N TENANCE ACCESS / INV. =115.5 INV. IN =114.0 (DMH -1) FILE SITE ! PAR STAIRS WI BE CONED N OTES: C8 -5 INV. OU7 =173.8 DRAM BY LPT \ \ I , " R PROPOSED FLARED END OFF TO ALLOW ACCESS FOR 1. STORMWATER DRAINAGE PIPING IS 12" HDPE UNLESS RIM =118.0 CB-A CHECKED: EEE,BSH CULVERT `WITH STONE MAINTENANCE INDICATED OTHERWISE. INV. =114.0 RIM= 1 24.755 APPROVED BY. DH OOD RLAlN N 1 PAD O 2. DURING PHASE 1 SNOW WILL BE REMOVED TO THE FUTURE CB -6 \ / � PHASE 2 SITE. AFTER PHASE 2 IS CONSTRUCTED SNOW WILL RIM=115.5 RIM 82481 SITE GRADING AND / 1 , 1R - BE STORED IN THE REAR OF THE CLARION HOTEL AND INV. =113.0 `� /'1 \ ■ e \ H AULED OFF SITE AS NECESSARY. CB -7 INV. =121.0 DRAINAGE PLAN c?./ al / 3. ROOF LEADERS SHALL HAVE A SLOPE OF 1%. RIM =119.5 STC 4501 INV.-115.0 RIM= 124.78 SCALE: 1" = 40' CB -8 INV. IN =121.4 (4 ") RIM =119.0 INV. =120.4 SHEET 7 INV.-113.0 AGNOLI SIGN COMPANY, INC. • 722 WORTHINGTON STREET, SPRINGFIELD, MA 01105 • TEL. (413) 732 -5111 • FAX (413) 787 -2169 A -.0 78" 67" POWDER TAN aD POWDER TAN M ��, �` ,N, i , SHERWIN WILLIAMS st DISTANCE BLUE #6243 BACKGROUND • • • • 10X— WHITE 1/4" PVC N 31" W /CLEAR ACRYLIC COVERS • • • • SCREWED TO SIGN O CO • • • • • • • • • • • • • • • • ch • • • • CONCRETE CAP r __ . ......,...._,_ ...._......____.: _ -I" N M ��������� imia i � � ��� BRICK BASE __ SINGLE SIDED NON - ILLUMINATED SIGN WITH BRICK BASE. REVERSE SIDE NO PANELS PTD DISTANCE BLUE SW #6243 1/2" BRASS METAL LETTERS /NUMBER /STUD MOUNTED TO BRICK BASE ALUM TOP PANELS PTD BURGUNDY AND POWDER TAN CUSTOMER: LOCATION: STORE NO: CONTACT: TRAVIS WARD DRAWING CODE: DATE: 5 -15 -12 DATE: 0 -0 -12 SCALE: DEVELOPMENT ASSOCIATES DEVELOPMENT ASSOCIATES DESIGNER: INIT. DESIGNER: INIT. SALESPERSON: HARRY D -MISC /DEVELOPMENT ASSOCIATES.PLT 630 SILVER ST /UNIT 3C 630 SILVER ST /UNIT 3C REV. DATE 8 -8 -12 REV. DATE 0 -0 -12 3/4 " -1' -0" AGAWAM, MA AGAWAM, MA DESIGNER: LANCE DEVELOPMENT ASSOCIATES.CDR DESIGNER: MT. DESIGNER: INIT. NOTES: I THIS DESIGN IS THE EXCLUSIVE PROPERTY OF AGNOLI SIGN COMPANY INCORPORATED AND ALL RIGHTS TO ITS USE OR REPRODUCTION ARE RESERVED