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8378_SITE PLAN - DUNKIN DONUTS - LRB REALTY TRUST LLC - 1804 MAIN ST. � � `l8 �i�t�2.. �� I 1�Jn1Gn �n��"5 �,R� ��.1.}� u�,�-U-� I.�'� I�a,h S�- i , . ` 'o)., L4)J3 'A :0 •Ai t14 i�� t. *000 R f Ci 4+ 327 Vest Street,,North Hatfield,Massachusetts 01 » ' 327: 413-247.502 413=247-3 05,FAx' 413-3 4`1c 1 '811 ..00 ..oa o00 Stephen A Hay,Business Development Design/Build General t>ontraotorsao into hampshireconstruction.com t hampshireconstruction,com Construction l4�a--TUC-- :0s0 01 «ao Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 13- `86-"27 PLANNING BOARD rr, April 9, 207 Gary Weiner, P.E. Ecotec Environmental Associates, Inc. 180 Denslow Road P.O. Box 1-88' East Longmeadow, MA 0102 Dear Mr. Weiner: At its duly called meeting held on April 5, 2007, the Agawam Planning Board noted 4-0 to allow John Salerno ofJ&N Salerna Family Limited Partnership to repetition the Agawam Board of Appeals for a Dunkin Donuts at 104'Main Street; The Shard voted that specific and material changes have been made to the plan (i.e. size and configuration of building; elimination o prolapsed landlord's office; additional parking; and additional queuing area for drive-thru traffic If you'have any questions, please contact this office at 78 -0400, extension 283. Sincerely, J Dennis B. Hopkins', Chairman AGAWAM PLANNING BOARD DBH/DSD:prk cc: Agawam Board of Appeals; Building Inspector, flown Clerk, File -C-N 0 0 ROSEMARY SANDLIN Committees on; REPRESENTATIVE: Transportation 3RD HAMPDEN DISTRICT Education Tourism,Arts and Culture Ao AWAM, SOVTHwicK, GRANVUILLE' AND RUSSELL STATE.HDUSE,Room 134>. (617)722-2400(OFFICE) (413)786-7600(DIs-rmcr) 4/02/07 Rep,RosemarySandlin0 state,ma.us Deborah S. Dachos Director of Planning and Community Development Town of Agawam Re Site Flan Review for 1804 Main Street Dear Deborah and Board Members, I am writing on behalf of John Salema and the Salema Management Company's petition for site plan review for the property located at 1804 Main Street in Agawam that is targeted for development as a Dunkin' Donuts. As you may recall in 2005,the'owner of the property,Richard Gardner,had originally filed-a plan to constructs building on the property that he planned on leasing out to various tenants. After his submission of the original plan he turned over development of the property to Salema Management Company but never withdrew his originally submitted plan. Because of significant concerns regarding traffic flow and on-site parking generated by that plan,the ZBA denied the request for a drive through at that location. Since taking over development of this site,significant and substantial change has been made to the planned development project. The site plan submitted by Salema Management Company has changed the site and configuration of the proposed building and addresses the need for additional parking. The plan also provides for a better flow of traffic on the property and provides for a longer queing lane for the drive-up window. In light of the fact that this plan provides for a significantly different site plan,I would urge the Zoning Board of Appeal to grant the Salema Management Company's petition for Site Plan Review. As Agawam's State Representative I look forward to working with Mr.Salema and the Zoning Board of Appeals in doing what we can to turning this property into a productive parcel that both employs area residents and;generates new tax revenues for the town of Agawam. The proposed demolition of the existing burnt out furniture store and the construction of a brand new Dunkin' Donuts at 1804 Main Street would not only be a welcomed addition to the: neighborhood, but would also serve to eliminate a long standing eyesore in the community. S' rely, IV R "SandlinStatED QQR 0 6 Z007 Third Hampden District u' TOWN OF AGAWAM cqm MEMORANDUM To: Planning Board CC: Stephen Hoy,File Froin: Engineering Date: September 30,2005 Subject: SP 464—Site Plan—Dunkin Donuts—LRB Realty Trust LLC— 1804 Main Street Engineering has reviewed the traffic analysis that was submitted by JSP Land Development Services, Field observations were performed at the existing Dunkin Donuts site on Suffield and Silver Streets. The following table summarizes the traffic analysis pertaining to the site for the peak hour, Parking Drive Thru Vehicles Paved Peak Queue Data Set Entering: Peak Peak Hr Spaces Peak Peak Hr Queue Length HR Total Available Vehicles Total (Vehicles) (Ft) Site Plan/JPS Data 135 51 6 6 84 8 170 Silver St.Data 174 108 51 22 66 12 255 Extrapolated Site 135 84 - 17 51 9 192 Data Recommendations 18 10 210 From this analysis Engineering recommends that a minimum of 18 paved parking spaces,exclusive of the handicapped parking. The drive-'hru will have to be able to accommodate avehicle queue of at least 10 vehicles. Additionally,the parking lot should be stripped to allow clear and easy access to and from the proposed parking stalls, without interference to or from the dfive-thru queue. Please do not hesitate to contact this division with any questions. Sincerely, G. Decker,E.lY Georga&e J. Hoyman,P. wil. Civil Engineer I TownI ngineer V S,WS d dunkin donuts I W Main StkReview 3-doc J.S. PEC - S/LAND;DEVELOPMENT S CES, INC. 0. Site.Design a Permitting Construction Management S__' , • Traffic Analysis 181 Notre Dame Street Web:www.jspids.com Phone: 413-564-0404 Westfield, MA 01085 Fax:413-564-0405 August 31, 2005` Richard Gardner LBR Realty Trust, LLC 1804 Main Street` Agawam, MA 01001 RE: Proposed Redevelopment Project-1804 Main Street,Agawam Dear Mr.Gardner.' J.S.PechullslLand Development Services,- Inc. (JSP/LDS) has been retained to evaluate the traffic access plan for a proposed Dunkin` Donuts fast food restaurant to be located at 1804 Main Street in Agawam, Massachusetts. PROJECT DESCRIPTION t The proposed development; plan calls for replacing the former Bunk Bed World retail building and constructing a;2,816 square foot Dunkin'Donuts fast-food restaurant with drive thru window. Access to the site will be provided by utilizing the two existing driveways currently serving the project site. EXISTING CONDITIONS Roadway Network The project site is located at the west side of Main Street (State Route 189).. Currently on site is a 5,500 square toot building formally used as a retail business served by two curb cuts onto Main Street. Main Street is oriented in the north-south direction and is accommodated with one travel lane in each direction..There are no major intersections within close proximity to the site. The nearest minor street intersection with Main Street is located approximately 80 feet to the south where Kanawha Avenue intersects Main Street from the east. The Massachusetts and Connecticut state border is located approximately 160 feet south'of the project site: Traffic Volumes The proposed project is expected to have the greatest impact on traffic conditions during the moming commuter period. Daily traffic volumes were provided by the Agawam Engineering Department which- present hourly volumes during a number of sample periods during typical summer weekdays and weekend days in August of 2004. From these counts, peak hour traffic volumes were estimated for moming commuter periods and Saturday raid-moming periods when Six flags is in peak operation. All traffic volumes were adjusted to reflect average annual` conditions by applying adjustment factors provided by MassHighway (attached). An annual adjustment factor of I percent was also applied to the year2004 volumes to account for background growth in the area over the past year. The weekday moming commuter peak hour of traffic volumes were measured between the hour on 7:00 am and 8:00 am consistently for each sample provided. During' this single hour an average volume of 450 vehicles travel along Main Street in front of the project site each weekday moming peak hour. The predominate flow of traffic is in the southbound direction. r Main StreetAgawam Du kirlauts Page 2 The traffic pattems change significantly during the typical Saturday morning travel period when Six Flags is in peak operation.' The peak travel period during the Saturday morning is generally between 10:00 am and 11:00 am. Traffic volumes along Main Street in front of the project site during this single hour are approArnately 635 vehicles with the predominant flow of travel headed in the northbound direction. PROPOSED CONDMONS Trip Generation VehicAe trips associated with the proposed Dunkin' Donuts restaurant were projected based on empirical trip generation data samples for eight existing Dunkin Donut facilities. Included in the eight sample restaurants studied are local restaurants including the Dunkin Donuts, located on Silver Street and the Dunkin Donuts,located on Southwick Street, both in Agawam. The empirical data used in this study included only stand alone stores with drive-thru windows. The empirical data is attached for review purposes only. Based on the empirical data collected,the proposed Dunkin Donuts restaurant is expected to generate appro)dmately 270 vehicle trips (135 entering and 135 exiting) per morning peak hour. The empirical data also identified that typically 62 percent of the site generated traffic utilizes the drive-thru window, The remaining 38 percent of the patrons park their vehicles and use the walk-in counter service. Table I summarizes the empirical data and the projected vehicle trips for the proposed restaurant. Table I Dunkin Donuits Peak Hour Trip Generation Summary Weekday Morning Walk-in Ortve-Thru Total Entering 51 84 135 Exiting 51 84 135 Total 102 168 270 Saturday Moming Walk-in Drive-Thru Total Entering 52 70 122 Exiting 52 70 122 Total 104 140 244 Based on Empirical Data provided by Dunidn Donuts operators and counts by JsP/LDS Pass-by Traffic Convenience oriented land uses such as Dunkin Donuts, have been measured to attract a majority of their customers directly from the traffic passing the site. Measurements of pa by traffic published in the Institute of Transportation Engineers Trip Generation Handbook indicate that these types of businesses typically expe6ence pass-by trip rates that account for as much as 75 percent of the total traffic attracted to the site. These statistics indicate that the proposed site is not expected to attract new trips to the study area. For the purposes of this study, pass-by trip reductions were not applied to the existing traffic volumes through the study area in order to provide conservative estimates of trip attraction. Main Street Agawam Dunkin uts Page 33 `rip distribution The distribution of site generated traffic was based on the traffic patterns observed ved within the Immediate area of the project site. Tmffic was assigned to the proposed entrance and exit based on the percentage of approaching vehicles measured during the field traffic counts during the respective peal' hour studied: Table 2 Peak Hour Travel Patterns Northbound Southbound Weekday Morning 42% 58% Saturday Morning 72c 28°Io Based ound court Site Access The access plan of the proposed development includes utilizing the two existing driveways rving the existing project site. These driveways include one entrance driveway and one exit driveway. The existing driveway to the north will serve as the entrance for the Site. The south driveway will serve as the exit drive. The south drive is currently approximately-23 feet wide and will provide for both a left turn exit lane and a right turn exit lane: Internal Circulation Traffic within the proposed project site will follow a basic one-way travel flow. The ddv thru window is located along the southem side wall of the building. Access to the drive-thru window wilt be served by an access lane to the north of the proposed building, This location provides over 170 feet for vehicle' queuing or more than 8 vehicles. 'Vehicles exiting the drive-thru lane will be able to proceed directly to the exit drive to egress the site. The site plait also provides for a pass-key lane adjacent to the drive-thr lane forvehides traveling behind the building or leaving the drive-#hru lane. Traffic Operations Traft operations were measured through the application of HCS2000, Highway Capacity Software version 4.1. The application of HCS2000 is accepted by the Massachusetts Highway Department as the standard tool for"measuring traffic operating conditions. HCS2000 uses a report-card style of grading intersection levels of service according to the amount of average delay calculated for the critical movements of each intersection approach. The grades range from the highest level of service; LOS A; to levels of service below acceptable operating capacity, LOS F. The estimated vehicle trips generated by the proposed Dunkin' Donuts were added to the peak hour volumes provided by the Agawam Engineering Department. The morning peak hour and Saturday peak hour capacity analyses of site driveways are summarized in the following table. Main-61tapt Agawam DunkinAllipts --Page 4 1W Table 3 LEVEL OF SERVICE SUMMARY 2005 BUILD Intersection Peak Hour Delay LOS Main Street at Weekday AM 8 sec. A Entrance Site Drive Saturday AM 8 see. A Main Street at Weekday AM 13 sec, 6 Exit Site Drive Saturday AM 18 sec. C Now Delays represeM cifthcal movement approach delay concraions CONCLUSIONS The project site is currently a closed retail business and is not generating active business traffic. Traffic volumes along Main Street in the vicinity of the proposed project were measured to be moderate during the weekday morning peak commuter hour and heavier during Saturday late morning hours when the Six Flags amusement park is in operation. The proposed 2,815 sf Dunkin Donuts restaurant with'a drive thru window will generate a demand of an estimated 270 vehicle trips(135 in, 135 out)during the busiest hour of the weekday and slightly less during the busiest hour of a typical Saturday. These estimates are based on empirical data of similar Dunkin Donuts facilities including 2 restaurants in Agawam. Although this proposed Dunkin Donuts may not attract traffic volumes of these magnitudes, these estimates provide a reasonable forecast for a successful restaurant. The proposed traffic circulation follows a basic one way travel flow. Vehicle stacking for up to eight vehicles is provided for the drive-thru window, which satisfies industry standards and is projected to adequately store all vehicles using the drive-thru vAndow. Utilizing the two existing site driveways,the proposed project Wil Introduce no adverse traffic conditions along Main Street or within the project site. Sincerely, 4Jrey S.Pechulis JSP Land Development Attachments: Peak Hour Traffic Volumes MHD Seasonal Adjustment Factors Main Street Daily Traffic Volume Counts(Source:Agawam Engineering Dept.) Dunkin Donuts Empirical Data Intersection Capacity Analysis Reports a AM PEAK NORTH SITE DRIVE Lu SITE GENERATED TRAFFIC. ENTER 135 EXIT 135 w w 57--J 4 SOUTH SITE DRIVE SATURDAY PEAK HOUR SITE GENERATED TRAFFIC: ., ENTER 122 EXIT 122 � NORTH SITE DRIVE Lu cc W in 00-7 4. r w ■Dear. $$ Z 3L �m■me art N��aaax SOUTH SITE DRIVE wamJbr -0 MOW FIB HOUR TRAFFICVOLUMES 1804 Main,SuW Agawam,MA NOT TO SCALE MASSACHUSETTS HIGHWA Y DEPARTMENT-S TA TEMDE TRAFFIC DATA COL LEC 770M 2003 WEEKDAY SEASONAL FACTORS- i Notor Th"s are waaWay factors The average&the fadoft for the yoorm6li hot equal 1,as vosakend data am not oonsidered, PACTOR GROUP JAN FE4 MAR APR MAY JUN JUL AUG SEP OCT NOV DEC GROUP I -WEST INTERSTATE 1.00 tol 0.89 0.86 0.87 0.85 0.92 0.90 0.89 0.90 0.92 0,93 GROUP 2-RURAL MAJOR COLLECTOR(R-5) 1.16 1.12 1.08 1.02 O 93 0.88 0.87 0,88 0,93 0.93 1.02 1.05 GROUP 3A-RECREATIONAL n1-4)See below 1.301 124 1,161 1.06 0,98 0.86 019 11 0.78 0.93 0.97 1 1.08 1.141 GROUP 38-RECREATIONAL-05)See below 1.35 : 1.216 1.23 1,13 IV 0:86 0,77 0,76 0.99 1.03 1.10 1A7 GROUP 4-1495 INTERSTATE 1.08 1,04 1:00 0e95 0,92 0.86 0-86 0,83 0.90 0.92 0.96 1.00 GROUP 5-EAST INTERSTATE 1.07 1,03 0.97 0,95 0�94 0,89 0.92 0,90 0,92,111 0.93 0 94 1 0.97 GROUP 6-URBAN ARTERIALS,COLLECTORS&RURAL ARTERIALS(R-2.R-3) 1.06 1.02 0.98 0.95 0,92 0,90 0.92 0.90 G.91 0.92 0.95 OW GROUP 7-1-84 PROXIMITY(STA. 17) 131 1.28 1.16 110 0.97 OW 0.901 0.89 0.99 tos IIA1 1.26 GROUP 8-1-295 PROXIMITY(STA. 6590) 1.07 1,051 0.98 , 0<93 O 92 0.88 0.91 ' 0,87 0.88. 0.89 0.89 0.88 I GROUP 9-1-195 PROXIMITY(STA.7) 1.19 1,12l 1.07 0,99 0.93 0.85 0.82 0.80 0.91 i3.94 1.001 1.051 RECREATIONAL-(AU YEARS) 2003 AXLE CORRECTION FACTORS -j I ROUNDOrTj -GROUP3A: ROAD INVENTORY AXLE 1.CAP8 COD JALL TMNS) FUNCTIONAL CORRECTION >1,000...--.100 ZPLYMOUTH(SOUTH OF RTE,3A) CLASSIFICATION FACTOR 7079.70W,709G7091,7M,7093,7094,7096,7M�7M'f.7108.7i78 R-1 0.93 3.MARTI-WS VWEYARD R-2 O97 4.w,NTUCKET R-3 0.98 -R-5 098 U-1 0:96 -GROUP 313., U-2,U-3,U-4 O 97 &PERMANENTS 2&189 U-5 0:99 1066,1 D67,1083,1 084,10K 1 OW,1087,Ma.1089.1090,1091.1092. U-6 0.99 1093,1004,1096,1006,1097,1098.1OW,1100.110t,1 102,1103,1104 1105.1106,1107.1108,111%1114,1116,2198,2197,2198 1-84 0.73 Appty 1[=84 factor to stations:3290,3921,3929 Six Flags New England Page S Traffic Study(AR's) Is Agawam,Massachusetts Site Code: 11111 IRT 159 @ MA-CT Border Project#09120.00 Station Its.Location#1 TR4 08117 Set-up by:Jeffrey A. 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Total 1267 2961 1357 2503 2624 5464 Percent 3U% 70.0% 35.2% 64.8% 32.4% 67,6% Six Flags New England Page 4 Traffic c Study(ATR's Agawam,Massachusetts chusetts SiteCode: 11111 ' RT 159 @ MA-'CT Border Project 4 09120.0 Station p:Location# 1 ATR4 08117 Set-up by: Jeffrey A. Galarneau Matt Chase Latitude:0' 0.000 Undefined Start 66-Aug-04 Northbound Hour Totals Southbeund Hour Totals combined Totals 1 il" Fri Aftmoon Morning Afternoon Mominq Afternoon Mornino Afternoon Morninq Afternoon 12,00 9 103 - 11 50 "b 12:1�� 'r..°'?'«r�'..¢,,-.✓.i"� � `*r�, s� ,�f �s:»S'`r<r{'r-f. :y�'.. �, ,s ! s `r"'"�1 s � 1 ;.. � > 12:30 15 g83 y 4 �59 py ry q j....,....., 61:00 8 75 8 66 { " � .n..,w .1C v,F./rr rr <'i✓Pd .+rP°�s r.w iyFfa¢'t fc }./ ✓..::t ;r ?. daCx>;+:rr`r "rrr,7,w.61:30 4 82 3 58 02:00 5 104 4 66,.s...., .�..„ Y�,�.�, , ., c � � ,,�, f :✓ f„s*"„r��4 � x ?§ d7 c f,�'" fF i4 d C t a, �`,k l a'" 4 � +{�' x � < { -C t.': r:....m.�✓'..- 02:30 1 96 3 62 s..:r,.a.r.... ..: .z..�...«.:.> ...............cv�. .,.. ...,.a.,..r vr..v ,.R ...,>. �,fi.�........ .........n ,^.r.. ,.. .r.......": ..,..,..:, .,.. v-..,..5„`� .., .,.,... .,...,... 03:00 _ 2 103 6 66 t r✓"/�'�yy.,§§ Cd/ r rRa>rr.r}t�J�"x:� f yY' /y +^. rr�+{ f nr: �?.vyC, v}�;.f ty '�q h`s'.,y�"` :.a- }�,.s ,+.. a..7 .. ..,§'. rr.'.rrr .. r...r.„. .Fra.,fw'3: t13:3(1 2 95 d 6 59 p ,:w. ex,.:u 04:00 3 113 9 108 �., . ... .:;: ,^i,;. :v.,..... .>..,1..>.t✓.r.....,.. . 04:30 1 109 10 106 ;. .`� 05:00 7 127 21 100 05:30 13 99' 30 86' . . ? r.. w,� ,{: . r . ,�} N. #'3�i ........, -r>:vc ,r..r.v.... ..,..r...... ............,.., y,�.r,?... .r........�........w .... .r � ,.....:a 00 2n 88 44 111 15 k '1&f `., fn {8'L }'"�+"§'3'r° 4 / r 1 y f s a> d ,,,.,.,r. v,.x....r r rrs.,........a..„r.'a. ., :,.rt.2..,: ..,,,..,�.:: ,.uw..i-.,-..-1„Y,.- .-...n..n.. r+ � ,....._{ ,{ s.�., a�,,,r kv � 0d§6:30,t 31 84 45 . 77 .....,.... .-.r. .v,r....>*. ,.rrr;�r�,s. .r. ...t, 07:00 49 70 79 kM§ ..,>,.., , .... , ]...,n�,.v ..,.r..ri.1 x v..ti:,., , 730 54 65 §{ 66 101 a.,`+C�..t°P,��."�r.✓f...SFrr.a.�r�fi,..,h,'�'�';�,�,a�"'J�..74n t.u.rr, ,,,-.r.,;., :kCs} `'ry � ...�r..vs.*r ��r�r`.,§>.�.,5�"��.:�J�G ry }-}{�>4IJ::v'�x��F.«t�i7r r } .�i :. ..?�,«„'7�J.'� �t]# 08:00 36 44 60 88; .W.....~rw 08 30 s1 43 41.,. . .,v.h,.,... .Y..,,b ,Y.a...,r.,<. .i ...Cr..rr.r wra..,,.. {... ..,..,: s. .,. . ..-,..... .. .,..,... 78 r..c.. .,,§Cfr:.Gfr;, {� . .Y. ..� ,.r ,r r•ft:, .r,r ..r, � .v•dtt !yam 09.00 . fi(ll.. 0 �6o�y 66..,.. t".✓ 15 � � y -', L7 � V. �- Y 3 � { S {g1ld -� }�7£ '�. F •}• �$^!- Y {.� \'{` "�" K "lM, ,.W..+,k ry +,.... .^«...a+..q .-.v.,v.,r x.,h,..:... 0'9 30 so 26 35 79 "X*r �},yy,q��+* f "F�{""'a*.3'#�,ra-p ,^-' 4rr vv§y ?+ ,`�p+�x�,+y(�l.„E Yyt S°C L 'q 3 i "� �+ E ?'• jy i�,y+ry ,.raf:..�.+�:i:Y�3a�.bw5�`P.i}frnw.ey'Ai .}�. .. 9.dr..}'§f}e i?H iA �,✓� wL}..$�Ar.l�S' V :3«arrr }n �4 i.K.4.1§ t.w"A 7 10,00 10 25 r. 43 82f .r.. ..; ..fi44 .a.'.,..,;,h . ......: ..a..,... �„ .... . , 10:30 ill 28 42 63 < Y<r.G,w a-.Pr.a..v .ar,.i.,,•..4'�A'.F:«,r,r..wr...r.,,}.tnrr,r..Es�,..... .wnrm✓. ., ..r a. +-d to}vi/� � .��r>,,,x7.. r.0 ✓'iv'..$.f,�.p. ,n,.>.,.n.d 4Pd.� ;;+�.�,S,�i y 6�+�.....r,... .v.�'.��l ry1.1{:0t1: _ .r.>.. 107 23 49 27 .,...,,. g .ae'A.wi."1?.t'.. .,...�r'ax.W.,tn.;-..,.:.u..,v�, .,'n,,..3i , ..��.. ". *' r�g +.n.- «.r,ub e n..adwn.vw�r;.as.+.xr�#..,,.�rw ..,7..k..:i.7 +riffs tr.2i, 1130 109 18 : p.,..,. 42 14 Ot'+3l 1891 3402 1444 3470' 3335 6872 Percent 357% 64.3% 29,4% 70.6% 323% 67„3% Sic Flags New England Page Traffic Study(ATR' ) Agawam,Massachusetts Site Code 11111 RT 159 @_MA-CT Border Project#0912g. g Station Its, Location# 1 tTR#08117 Set-up y:Jeffrey A. Galarneau< Matt Chase Latitude:0'0.000 undefined start 07-Aug- 4 Northbound Hour Totals southbound Hour Totals Combined Totals Time Sat Morning Aftemoon Morning Afternoon Moming Afternoon Morning Aftemoon Morning Afternoon 12:00 23 123 7 55 F � c s3�jr/;L'i.�Gr'%/ k,':v+"M�d" f}7 4�3�"j�•�' w�4 fi s�'"i r,ir�'f'� r'r ^^k•' �,?'},'� �y t..� r r h`' a ,�, s +�`Y� > - as` ,`,?,v R. 4.:,:,^.s8%#{.u+1'`,r.{.i.r�.ravS».lei +Cw/ 's,.r✓✓•t`"±Yi a4 -. f # - 3'�•r. 5. Ca p ... .,4f#u ys 12:30 13 114 10 56 ,,t 01:00 J 7 111 9 33 #.r rr�:• r r"'i�v Pv,��,o-�,,,�?,'ISY.,. ,f��s"r'�-,jrc•t�rr :."....r y£.r.�F�'^s�'+"»}.1...:Y s ¢�s•� �?��rt^'�''�"4 t� <fg;i ;�� r 3k,}y +r.i a r ` :R>'' y::: �;f': 01:30 4 114 8 56 ss��..? .�pyy{ ��pp ,� { ft,"1 !,• VM?? "•..t a S�,'x ,,{��{,,++,,y�yi'##'((i 4 '{ :.`� R: ,+��y}. t-( � +,, h :. 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Y` Y,�7}7 {a r41 ,. x' Vg 0&00 17 44 6 8�i9 t �A.l.,. �:..edera.s+w.r...•x.G,4T.rs�r. ... 07:30 32 44 19 82 r :. ,1?',,.Jer rvrr.ira..,Gr,,.•�.,r...'.s''i..ler .->w`r'.�z- nz- ':....;..s ,i;:. �'"'Yr,.e.,.,,"s....ar.�.,« r#�r�caexrv ._w�. ,. 08:00 22` 38 24 105 t 08 15 �$ � ,� 31� �``� z•` f�{ t, r � k k ,. { �> �f � 93, � >.,,, it , 06,30 56 44 29 69 s,.,..-,a.,..�,,..r.«Y.�...vs,. » .�,8.w:.w. .c,..,•<.,,.<,�..,.,,:..��°5.,..e,. �.::.{n. .+F,.,.. �..a.� .,V.., t1g...,.uv .,»...,.�.,...Mx r„f ,a.,.,..x -.��J1 ..: 09:30 104' 29 35 96; � �' ��yy � ${ 3 #{..il&Q r'r ff�Yfi:GSr•' lit/f+.d�YaS`` - ; ��+ r r �� 4 @� ':? '� �siR $ Sfj: aF6! 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Galarneau Matt Chase Latitude:0'0.000 undefined Start 12-,4ug•04 Northbound Hour Totals 5outhbound Hour Totals Combined Totals rime Thu Maming Aftemoort 'Mnmin ;Aftemoon Moming Afternoon MominQ wftemoon Moming emoon 12:00 9 64 14 37 y} ...-. '�: .c� fi�"c ��r� �,�,r��..,. �„ .ryy:a;�r �:ter-ta.+, �� "¢'$•rr_.:r� r, to a"�t'Y. ,j ate,+r.-x rr"a`:�r } '�r�f. F+•r,5> "'�, Y. ,r5.. �r:.:tr '� ��rr,r.frF�w'vf.5i ,r,F�rN,,rrrfi• ,7{•Ir f � / ' }` as � f#r a .ff�tsr^,'.,:' �r r,li� a «^ /{�Y� � �,,. 7 {mow, d f �^, s5 � gas r.,+�,r✓.rrrnw,arrti�ir:✓•...: rrM�.v,r..rrrt',-r.r,.xrw f..:w �xfrw�.:,-mY:: :u.,�(r::.,.,.�,,,A'f..... :a<....�..rx:Frn-,.L,..,,r...:.o-?.w,v....,......a�l _.w'4-,«..,z,�r.5�,s.,,a..,,,-... 12:30 12 61 q 7p ��4*tq�D '�',? �Fir+'Am7 �s'r'F�m��.}.��,.�r�".rft,,.:,r.:��^' ,s°.i--.M...:'a+<� ''�k� .� "�4' � 3 4"4�w?' �; R'.:>°,�' }4 '+'<' 7'V.:, '^•�` � k `r� ..rv•,`�}'��.. 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' v : r nt�:_:.�;� 1�t t,,Mt av} •-�n,.n� r ! .i rc. .ru.. n. n.e...xan..4..,.tt.vrrw:,.,r.:. :. ..n•S,r.{,vaL vN+l r:'hr;ry...#rrvmv .r. r-, ,,.}„r ..,r.:rsr ...,.....�.Sr•.. .n. .'«:r+i ,,..,v,.... ...:.a,ava SO�B 3tt0 5537 49 /y+6� rT .y 09:00 s 24 43 4 09:30 .r.«,. , rTn.rF..,r r/.!;:.. .er...�Lr. .. !r.^. ... ?..};' •� a a - i#,.t,? so 44 „ ,4.. .,r. ;3,IAi` 1S'1E }.nr$..... +, .r,...v,+'}..f.•.rrvtia aTT ii,.a ..., ..a..... .n: >"„ x5 10:00 105 29 ' 51 ....r.:: , 661 vvn,:.wlY}«xr4. .r�inn� ✓:...w.b'.+SY;au«.n,.}.,.rure�:{+.. ...x.. „a„{} ,....� 5�,#r..rn vk,rn. .rn .....r,.r,,�aSX�r..w r{,�... .t»«w.,r.,..s,.c.. k.. # rr r s v y 10:30 89 29 47 21; :.10 45,...,*.x ,�4.._,. ,a.r. .:}8�r.�.2: .n,..,arn...... .2,-.t,,,a„«,.: :... ,....t.,,;...... .r:,r,«¢..1..r.rn-].t,c.,,:r. '..v,,..,.:�. .., t....a.,. .ct.....�'..,%, .,,,,:..,.r..,. -;•. v... :,�3,.. 11:00 68t 16 39y _26 f fi r J"$'U FV'r r rj o ''trX iki tilt. l t }ts;.' C tfi a #••+^r% }�F� V§ f.r ` >: �4 Y ;t. fir 5 4 w, +§ s .....,.rfz NSiso-S .....w„r, «,-«r r« «fi,.,,r.r•, ...,t., .srJ��7 arm ' .a+:f'. rr,.. ,.,.,wer, ..wrra w,..� 1130 8y8 129 t� � 488 1 t:a.11.45�.,�a.� � .. .rz. , f, � :,'�...�.Y�-t;.... .,...i�477v � ...:: �C.., # �...lNbA,a'*'a "�a'vi•.c� { � a.."., } •i ^t ,] 4 1.• -. � '. Total 1552 2940 1428 2844 2980 5784 Percent 34.6% 66.4% 33A% 66.6% 34.0% 66.0% Six Flags New England Page 6' Traffic Study(ATR's) Agawam, Massachusetts Site Code: 1111133333 Rt 150 @ MA-CT Border Project#09120.00 Station ID: Location #1,. ATR4 08117` Setup by. Jeffrey A. Calarneau Matt Chase Latitude: 0'0.000 Undefined Start 21-Aug-04 Northbound Hour Totals Southbound Hour Totals Combined Totals; Time Sat Moming Afternoon Morning Afternoon Mornha Afternoon Morning Afternoon Morning Afternoon 12:00 6'r 97 18 60 y v,x,•.wT,; -'S, ,\ �yC`+\ M F/� _ r ... 4',.... e } }�kk. 2 3 'f ? F Y • , ,h•,t rF�n. .,.,,.,..: ..r....:F .. ,,. )..3i .v..rr., Ynv.... ,,..6..r.1 r...r..rnOr...., .v., .,..3 ...v...i..). ...-..... ..) .r., 12:30 13 78 10 6 •� T.r }! f J'�' r�yY r s4- '"ty�+rr� y xJ 5 rJJ.. } ... .�S{�{ rJ: � hlt^,� A ^� >..f! c�}r� > .J qry `�`.rrv�{r1�`a�r.vrr r:4,v.�•.rr/r..�+lf.n f�r..4•JilJf/.:>wf!r„e<fi.-T.. F ��.W\`r..4..�,i.n �vr.,.4n7rri..3l.{.r.�.r...: r vmif:.r..f.:r~�. }•' ,Z4�(y t7�r• y ��0`� 01,00 7 56 8 5$ v.n ,,...r. ..,w.,.,,;,.ru•...»,,u:. ,.,r...,,w.,. :..r.,.+,n„} ...w r.,.n .,,,,.v.„v,v....,.n.,w. „.,.,.,,., ......::..... .. .. ...,::. .....::.v r. , ....,,. : 01:30 4 59 4 t? r � $ 3J yy Y rr q:1•! f' Y Sp r }., 'Y 1�, ....a fr �"� ,-,}�. $! G:`i§h �. 2� � 5t3�::F_..-...-.,.-< ��-.cr.✓.u,:SrA.aSEo-r,G.vrX ., r.L,:Swr:G,.r .....,..:✓. ,mac-......... vr,.rt..,,..-....,.r:4.xd .f,.....r,,...r..L.r..,�r....r:...Y,�.. f.c......,r;... ,r ...,.-,. r..,.,.f,..w ..).z.......:,<' 02:00 8 63 5 81 . a.rr..✓.. 1�...�.:�; .i...fi�. .,..,,..w,,,�::}ra.,...s..,. ...r.,Y.: r,Y. ..v}..'., r.....,n. H. 02.3r0 4 445 nQ 4 78 1� } f{ .. 28F„F J}'� t;'3 YY }'3 J�,�, ! SF $Er.:.-.err,.,- :,..i,.rrr,}.n..�:rf`rJ.eca.tr�.f/:Fs:[.,.,.,::w.-le..C.S,f.�.•..r,•r.rv:,,.k..,, ....../n..u..Err.:r:..:.r7..roJ�:e,.,.....:k.:,v.......z,...r..r,ro. r4:..r..rx............c:,r, rr.-,..,r:..krr....x.,..•... ..F.r..}a.,....,r.,::...:...r 03:00 0 53 5 67 _. . cw}r...0315n..>,,. r;.:$.yrr:.i-,{,,..x..+.$. �4...:.-. r,h '��. • ..s,s:a,v ...,...v:?,.. v:>.cJ .r....f.l ,....+,Ev .w.n�g. ...Y.,•.:, +..... . ..c. .. ri.... 03:30 __ 1y 5(3� 9�} 5 72 f:�t.r.�•,G., :h.rr,.rfrfr.rr.r�r•,}y,:»Yvr.� ..r•c4..r-4 �rfrri,r: r{r,r.�r,w.:r ...:,. .r,,.•r.,.,G, r , �rr•.,r. ».. .,.. , ,.Nn r .,. H„rr,•..., r r r .•,•,•f•r• ...,,... .r ...:....:. ..r::.... ...::. 04:00 3 46?, 7' e53 J •� 04 � ..r.>.....rstt r..n:r1Jrfrrr:}.S.4r ZyrA r.a-.,es..1f.,5 .rr..::.:arx?�.{......:;,n --r. L ...n..--,. .3 .,.v�. .?.r..r.z: .. ....;� ..::r. .......'., ..r..t...',,..'..... /0�4.�,30 , N 3 588 ( ry �3ji 7{3 �]Jp SJ J�VY�.-].!f J,/ /YJ.J•fF��YI ��F .`�.ti hJ�4� rl 13�J/ % 2k)� : '.<�.7 5 ',�•1'. ✓ -, � :f~i f,`._4.'.\... '...�� t I � N311... 015C:00 y 8 446 �45 5�3, fig R J _� - 10 i 34, Yrrdrn ...{rwr.,r. frr ,-,,.., rn•..n.f }.:•...::: .....r.:... .r,...:..,5..:.vrv.. .r.....i.4 r...{.r-....�r. ....r .,...... , ......v}.,r �.•> p n05G:30 _ as 49 > n r.�G 1n5 48 i 4 Y4 VU 4�rrn...,. �I-r, C m f {:•�,{?�v\ f .4rnJ�. v..m:,F„-:. ::.Y:,:. F 21J- i V3 hJV s7",:5.-. �j- gfrf J 06:00 17 50 12 . 48 .r �...�� ..,.�.}._�.:$� t ..,r,.rr..,r.r..rirr ...,.r. 06.30 11 42 13 31 rn sv w ra s r4H• is z Y� '� �..s ,. .r { 53 182 100 ? 3?4 07:00 9 37 17 42' }art}/T �j f J.. Jfi J....M f Y! •♦ S F.r}YF p r.. 07:30'...,.... 23 32 28 43 30'� .r.,1?... • .,,.,.. ..4 v}: ... +,.:-. ,..r...,. ,.....�.. ..,.v.r., .,+...,., 1. 08:00 2�1{ q 27' 2}2� 34 2VY f 5 3 KY N {v{ { 2V {! � 3� .r_....:., .r...r.•r!J f....rf.:r.<fi. ....-.l.-.• ...r.n.3. .,r.•....: .,.r,�•.'.{rr.x. �r..r...-.nf .,..s.ar.. ,fh..._.ht,.{r..li..,n+.rn.reA n..r... 08:30 28 23 14 35 r,'4..4 n:.. ,....4 Ysh 42•.•. . 246 09:0r0 39 29 3((4� 125p "R., r.,.fn.�.,nA.Frr. .r„r...{.wHw..:..�.�lw.L.Vi4e.....4:..4t/Fl,i:::Y ..•.r..r.n{ ....rr,._... .x,-.w.,x-:wr, r.rr.+,rm.4r.V.,W..,: 09:30' 44 33 40 35 10:00 • 57 . . r�Jr.r.r..6S F} � 21 18-T 110 ! �} 34 5a 148 t`139' 335 249 ... ....r _v. ....:.- .r.,•R.,.. .,.,,,•.::4 ..,.,..:. .,..�,.:: r,...,.-.. ,..r....,.a s•..,..>. ..Y.,,,...v: :.,..,.:.}.. �s " , i9 35 49 f :. ....:_{-x,.r•,...�i.c/,.rr..,rr.rrG L...Y...nrr.�.c4r..r....Y..4......F...r!J.r..c:G.. :.n.rf$r- '«...:.yr nr....-,.:r .-r.....d. £ J,h.....r .,.:.....i.h ..o:.�.. .....;.';u,.'.` r......i t.{x..... 10:30 47 15 36 19 . ... a70 45..r••...: Y 59 {_ W� 17/ 1{1:00 n V.r..r..v}rry.,1v, .,..n..i•.81 .i1.Y6.� 5406 21. rxf r:::.r..x.. «rfr::rr.c,-...rrwr,.,.,Jrr.�..f•:.wa• .•.,f.r J.�J.�.F. ..;,..c:.�.,c..♦.:. 1,...:..r.. .....,... l�.J..,.,,.. .....,.7._ .......a. t{c..4...-- „ .,....Y. .n-., - :...<.:>< ..r......t�{.{......Y...:: 11:30 80 12' 39 9' r r11-A5... :..n:jtr....,_.'.c..... ..-.�.. 62.. '.°...1�4 ..t,.•...308:....:Y...{.....5�1� ).� :$2, ..,::?.....t.^k0. .,`..,�...2't'E...,...:.�,... ...57'''..... ....,:5i9.... -:::�.....111,;:: Total 1113 2149 938 2229 2051 4378 Percent 34.1% 65.9% 29.6% 70.4% 31.9% 68.1% DUNKW D131M11T8 TRIP 09M MIWN Peps I VAPOWAL DATA EMPIlleed DMA:Dunkin ba rmts OMW an all awl 'W44k&Y tool 1477 2002 2725 Im 1820 1049: lots AM PHA 222. 200. 92 Ito 102: 44 104 78 104 80 too 100 42:: 177 AM$"DT 110 2t1 64:. 148 A36 W 142 178 134 126 202: 152 AM PH 202 206 282 320 in 3 M 228 240 250 300, 7m in 200 2Z 2$4 25e PM PH C 88 04 31 45 55 PM PH Dt a 87 ee PM PH m9 84 07 112 g$ 104 Be 97 ;OAT too 1748 IA80 M5 SAT PH OT 140 140 SAY PH zo 22D '1" 2 4 225 1 jy 1 15W 1298: 4405 SUN PH: too 200 174. 103 ampwA Data:IkaJr4s 1Jwn uis 19aestl an ar*e8m"In "nk*) awl Glib :wz a" 0 woolediry 1A77 2002 :AMPHC 206 Q 102 at let. 70 IN 121 AM PH OT" 17o 04 ids 130 148 142 130- AM PH 200 202 tell 23I 320. 226 20 250.. PM PH C 84 11. 'PM PH Ot. 40 PM PH 84 97 UAW a w1 ant a8w:at8ts a" and Mal SW %Lj a" UMLO Welled" 2= AM PH a 02 102 84 164 78 104 101 AM PH DT 170 e4 148 136 148 142 130 AM PH 202 lee 232 34 220 240 245 PM PH C 31 PM PH D7 as PM PH' 07' Calopelical a9 Dunkin 4lawmft Meted a414nM Igiund aI 1 tde 1 Aw:D1' RILL 242 mko 20 34a 1D aft it Ste t2 3da 13 'I" 83JA slat$ ESCdA99 an- woofiby tool. 2725 too 1020 15A0 Igoe 10$7 AM PH C 292 log 00 400 100 82- M33 101 38% AM In"07' 211 170 tat 126 202 lea 161 02% AM Pip 202 a2tia 250" 300 270 zo zoo221E 204 27.2 270. PM PH C :00" t5 71 4. PM PH OT' $7 07 67: PM PH:.. 8e 112': so' 104 DID 00 ,00 SAT I000 1740 $4e0 1035 las SAT PH c 104 104 IN -SAT Pea at 140 140 MAD SAT f" 230 227t 108 244 225 13" 155m 12116 1405 IAM SMAt PH 1M 2111, 114 103 193 KEY' Sao t man sir t InNobefter (tond,Jimm.wm"4 SAA 2 Eaaf Man Sdaal:Webulr '"On;esa,wak*l stop 3 7Mtonpawn Rwad,Weenar ' Zon,pie,af*•*U) site 4 Wahl Man oka4t,Dud" (shied*ft.tltklPlMrt4y 5ke s st.Jaano 8bee1,solivlew ("we m►,aetWNui. St!4 0 Carew Street Sollmobw 404um,on, 1. Sk#7 Kilo fo4com,on, l mot sagdoxim RBI, 1 ,ow Sop 0 eager Strea4,Okom lanart,0aa„ S'Ae 10 WoOM SOW,WN Sp*gfts4e.: lnarod enap, b04 11 :We'd sat*Sd"Gmr v 1Mand Mar.d 64 4011Y) 41812 fadomt Skawl,801tholoom istom#kF*.6#1041011) $te 13 Maya Jsurs4 mwbw 4 AA W enrol; 1 Ste 14 W (stenta Sam, fto I$ kidegred ANN (amaad UP IS SM&WOrShled Feedtg Mile, deem Arm. woolly Tdal"two way:trotter awwadotr.ritwat"Intend en moaner MCAW data :aJM PHC Mw v*V peek h=cononor tm+tetwo way Mleft"0tmratmn AMPHDT MWVft pftkItW41 lawns,tawwart1Tft AM Me TOM negra;Dock har Deft 0=0"ft gwvtU- PM Pf1 G peak hwar Water rental 1ww wty PM PH DT E §*W has arwta'too W W Venk PM PH TOW amid P-A how Dt"t saee baleen SAT Tout Myr two waf"ok oesnntion noel aaerd we repkMr re4aMt dint SAT PH C: SAturdly Peen how do ter earrks,:aao wrJ meet:owwra om SAT PH DT 0a awry peek bar +efts,roves wty"ft WWAIM BAY PH Tdtl:. poakMet ONL"lr am SWKNIPY 6*JIMM,VWV:. tdkwm b&W ORrelyMu mftO MA "PH Total Salary pees fear Doreen Damon; rkluoc As+alna reprommi talkie ttbe on a:OW).. , Data banal on JIM trM twuta ond»MWe reed"Doles .. Ca"Or so to ft"kcWa warod kit"ft oat or 641*10 bookwo RWO Woo"NW emNanisl,nwr for reference.mpy;:.or reef wMMW wrMed:e4Pwm 8vm JSP:t*M DOwdlepolool 15b-wAy sTop CONTROL SUMMAW eneeral Imformallion Sft Informado na stpg ntersection [awam Street at Enter Chive en 1Do unsdicoo, ,ePerfo d a is Year005 a sis Time Period eak Hour ro`ect 1D Dunkin donuts Street: Entrance D 0 ouch M t ntersection Ode Lion: Nc d hrs 1.00 +chic#e Volumes rnd Adjustments NOT Street Northbound So bound ovement 1 2 3 4 5 6 , L T R L T ofume 57 247 U 0 265 78 eak--Hour Factor, PHF 9.93 O1 93 0.93 0.93' .93 0.93 ourty Flow Rate, HFIR 61 1 268 10 0 284e 83 ercent Hem Vehicles 0 edian' UndgWded Ghanneed tl ti an+es 0 f 0 0 . f 0 on&urafion LT T tream Si 'nal 1 t A 1 0 inor Street Westbound and rn caveent 7 _ 8 9 10 11 - 12 L T R L T R tyfume 0 0 p 0 0 O; ea -Hour Factor,,PHF 0,93 01 93 a93 . 0.03 D 0.93 ou2Y Flow fate, HFR 9 0 ti 0 0 0 ercent Heavy Vehicles tt td0 f! CJ ercent Grade(0/6) 0 0 fared App ch iV N Storage T Channelized 0 0 nos 8 _ 0 0 0 0 - Q Confi urallon 3elaM,Queue Len #h and Level of Service prom NS seWastbound Eastbound ovement 1 4 7 _ $ 9 10' 11 12 Lane Configuration LT (vph) 61 (m)(vph) 1203 Ic 0.05 5 queue length 0.16 ontrol Delay 8.2 aS roach Delay - i - proah LOS MC$2WdM Copyright O 2DOO University of Florida,All Rights Rmavod Wnion;C t file://CADocu rents and SettingsUeff Pechulis\Local Settings\Ternp\u2kI IF.tmp 8/31/200 Two.wAy sTop CONTROL SUMMMARY eneral Informabon Site Information a st rite Main street at Exit S� Ofive env/Co. u ' ictlon l ate Performed 1l�005 na sls Year 005 a s s Time Period Peak Hour, ro e+ct IQ warn Du n Dony Lj as Street: Exit Drive o So Street: MainStreet tntemection Orientation: North-South to Period rs A 1.00 ehi le Volumes and Agju ents a'or St t Northbound Southbound Movement 1 3 4 5 6 L T L T plume t? 247' 0 0 66 0 eak-Hour Facer PHF 0:5►3 a 3 0.93 0.93 93 O?93 ou Fltavv Rate,HFR 0 94 + ercert Heavy Vehicles _ f? edian T Undvi T Channelzed 0 0 nes 0 1 0 0' 1 0 !±quration T T ELsbream Signal 0 t ' Minor Street Westbotind Eastbound Movement 7 8 9 10 11 12 L T R LT R olurne 0 0' 0 57 0 78 eak-Hoerr Factor, H 0.93` 0.93 0.93 a 30,93' 0,93 ou Flow Rate,HFR 0 0 0 81 0 83 ercent He Vehictes 0 . 0 0 0 �? 0 'Percent Grade 0 �Iared Approach N Storage 0 0 T Channelized 0 0 nes t? 0 0 1 0 1 orr urabon L R la ,Queue Len ` and Level of Service pProach N8, so Westbound Eastbound ovrernent 1 4 7 8 a 10 11' 12 ne Configuration L R (vph) 61 83 C (m) (yph) 500 760 !c 0.12 0J 1 queue Length 0.42 a 37 ontrol delay 13.2 10.3 o; 8 B' proach Delay 11.5 pproach LOS -- B CopyrI&0 2000 UnivemityofFlorida,All nights Rcs Version 4.1 file.//CADocuments and SettingsVeffPechulisUcal Settings\T'emp\u k13C,tm 8/ 1/2005 &OZAY STOP CONTROL SUM General Information Site InG;it #on alyst Vaiturday IroectDtersection airs Street infer drive en 1Co urisciiction # e Performed12 a sis year ` 005 a sis Time Period Peek Naur ' 1 &awam Dunkin Donuts as Street. Enhwice Diveuth Street: Maim Sbeet nterse+tion Orientation, Aforth-South IStAu Period ra 1.00 ehieie Volumes a Adjusbnents a'or Street; Northbound Southboun ovement 1 2 3 4 5 6 L T R L' T R; olurne 88 548 0> 0 175 34_ ea -Hour Factor,PHF 0.94 0. t?94 0.94 0.94 0.94 ourly Flow Este,HFR 93 582 0 0 186 , ercent Heayj Vehicles 0 - 0 edian TIE2Undivided T Ghannefized 0 0 apes 0 1 0 0 1 0 nfiguration LT TR earn Weal 0 4inor Street Westbound Eastbound overnent 7 8' 9 10 11 12 L T R L T R lurne 0 0 0 t? 0 0, esk-Hour Factor,PHF 0.94 1 0.94 0.94 0.94 0.94 0.94 ourly Flow Rate, HFR 0 0 0 0 0 +ercent He Vehicles 0 0 t ercent Grade 0 0 fared Approach N 111 Storage 0 0 RT Channelwzed 0 0 anes 0 0 0 0 0 0 on "uretiora Meta ,=Queue Len h and Level of Service p rroach NS $S' Westhound Eastbound ovement 1 4 7 6 9 10 11 12 ne Configuration LT (vph) 93 ml kph) 1359 fo 0.07 Sod,queue length 0.22 ntrol Delay 7.8 LOS R proar Delay proach L HCS2OOeU Copyrhft 0 MW Umv"ty of to An R4h9s Rmaved Vtmiou-4.a file,//CADpcuments and Settings\JeffPechul s\Local S tdngs\Templu2kl IF.trnp 8/31/2005 WO-WAY STOP CONTROL SUMMIRY neral Information Site Infcirrnafion a st SP Intersection Fna Street at Exit Site en ICcr. SF Date t�erF+arrned 11. 0+ 5 urisdiction a sis Time Period Peak Hour Okna sis Year ro"ect l® am Durr . Donuts astNVest Street Exit Ddw o South Street': Main Sfteet nterseclion Orientation: Norffi-South IStudyPeriod rs: tOO ehicle Volumes and.Aglu ants Major Street Northbound Southbound ovement 1 2 3 4 S is L T R L T 1 olume 0 548 0 0 175 0 k4jour Fa r,PH1= 0.94 0.94 0.94 0.94 0.94 0.94 ou Flow Rate,HFR 0 582 0 0 1,88 0 ercent Hea : Vehicles 0 edian T er' Und RT Channelized 0 0 nes 0 1 0 0 1 0 onFlguration T T stream Sr nal 0 0 Minor Street Westbound Eastbound Movement 7 $ 9 10 fI 12 L, T R L» T R olume 0 0 0 88 0 34 ea -Hour Factor PHF 0.94 0e94 0.94 0.94 0.94 0.94 ou Flory Rate,HFR 0 0 - _0 93 1 0 36 f'ercerrt Hea Vehicles U' 0 0_ ? 0 0 ercent Grade(%) to a Tared Approach N N Storage 0 0 T Channelized 0 0 anes 0 0 01 0 onfi uraton L Delay,Queue Len and Level of Service pproach NE SB Westbound Eastbound ovement 1 4 7 8 9 10, 11 12 Lane Confagu on ,L R (vl 93 36 W(�ph) _ 373 881 /c 0.25 0.04 5%queue length 0.99 0.13 ontrol Delay 17.8' 9.4 0S CA oach Delay 15.5 Coffright C 2DOO University of Florida,All Rights Ratnved Version<#.I, fileWCADocuments and SettingsUeffPechulis\Local Settings\Temp1u2k11F.tmp 8 31/2005 ••ear 0 �.. xrc. r 327 Wes*Street,North Hatfield,Massachusetts E}10�i tt327, . .:aa ' ° 413.247-5024 413-W 33 pox 415-378i 11; +. i 0#,1 Q 109a2 08 . . . .moo ::o 0 rr 1 Stephen A.Hoy,Business Development Design/Builtl:�a a O 8 � . intohampshireconstructinn.com General Contraetarrtsa www.hampshdreconxtruction,com Constructidn ManuAv 10 •opa 0,0, A ray B U 1 1^1 N 0 Wampahlre emitractim eo, Ate, 327 WEST STREET RO. BOX 327 NORTH HATFIELD, MA 01066-0327 (413) 247-5024 FAX (413)247-3305 August 24, 2005 Deborah Dachos Town of Agawam Planning Board Re: Reduction in parking needed for business operation Planning& Community Development Department I am representing Richard Gardner of LRB Realty Trust LLC as his project manager, on the construction of the Dunkin Donuts to be located at 1804 Main Street. I am requesting a reduction necessary of the 50 parking spaces down to 0. 1 am enclosing our argument on this matter. The franchisee whom will be operating this Dunkin Donuts has several locations already operating and has a very good handle on the flow of customers. The store will have 24 seats and at peak operation 6 employees. With the"drive-thrull in operation for this type of business 30 parking spaces is more than ample, I am supplying 5 examples of current locations operating with the same number of seats and employees, that are in the area. 1) Dunkin Donuts comer of Riverdale Street&Highland Ave. West Springfield 16 spaces. 2) Dunkin Donuts Memorial Ave. West Springfield next to Bob's Discount Furniture located at the rotary. IS spaces 3) Dunkin Donuts comer of Page Boulevard & East Street Springfield 15 spaces. 4) Dunkin Donuts,comer of Main Street & Central Street Springfield. 17 spaces 5) Dunkin Donuts comer of State Street&Gaucher Street. 18 spaces All of these locations also have the proper number of Handicap parking allotted as well. Based on the nature of the business and location 30 parking spaces will more than accommodate the traffic needs very well. If I can help with anything more needed for this site please advise. Stephen A. Hoy Project Manger RECEIVEU 411 AUG 2 PLANNING d K U LEGAL NOTICE A AWAM PLANNING BOARD The Agawam Planning Board will hold a public hearing on Thursday, April 5, 2007 at 7'15 PM in the Agawam Public Library, 750 Cooper Street, Agawam, VIA. The purpose of this;hearing will be to hear the petition of Salema for a Repetition to the Agawam Board of Appeals for property at 1804 Main Street. By Order of Dennis B. Hopkins, Chairman< Agawam Planning Board Ad to be run 3/22/07 & 3/29/07'. ECOTEc E L AssOCIATESs INC, 150 Denslo w Read -P.O. Box 188 , East Longmeadow, MA 01028 P. 41 ¢525-6703 F. 41 -5 5-3582 E; ecotecWnetmaiLatt.not .March 16, 2007` d Mr. DennisHopkins, Chairman Planning Board -Town of Agawam 36 Main Street Agawam, MA 01001 Re: 1804 Main Street`- Proposed Dunkin" Donuts Site Dear Mr. Hopkins: At the request of Mr. John Salema of J & N Salema Family Limited Partnership we are submitting site layout plans for a proposed Dunkin' Donuts at 1804 Maim Street. The filing of the plans will allow Salema to re-petition the Zoning Board of Appeals if the Planning Board determines that this project has significant differences from the first submittal. We look forward to Presenting the revised project plans to the Planning Board..If any additional information is required please do not hesitate to contact one. Sincerely, Gary Weiner, P.E. Project Engineer cc: Jahn Salema j CIVIL ENGINEERING LANO SURVEYS Town am 41 a. 36 Main Street Agawam, Massachusetts 01001-1837 �� RTED MP Tel. 413-786-0400 Fax 413-786-9927' October 13, 2005 Stephen A. Hoy Project Manager C Business Development Department Hampshire Construction Co ,.Inc. 327 West Street P.Q. Box 327 North Hatfield, MA 01066-0327 Dear Mr.;Hoy: At its meeting held on October 6, 2005, the Agawam Planning Board agreed to remove the proposed Dunkin Donut Site Plan from its agenda until a revised plan is received. If you have any questions, please do not hesitate to contact the Planning Office at 786-0400 extension 283. Sincerely, Travis Ward, Acting Chairman Agawam'Planning Board cc File, Engineering, Board of Appeals, File Sep 12 05 10: 1Ga Ha gshire Construction 413 247 3305 P. 1 5TA to B U 6 L'/ D I N G 3 327 WEST STREET P.O. BOX 327 NORTH HATFI'ELD. MA 01066-0327 (413) 247-502e FAX(413)247-3305 9/12/05 Pam Town of Agawam Planning Board I just recieved a notice that the Dunkin Donuts 1804 Main Street is on your decoct for Thursday September 15, 2005. We have a meeting tonight Monday September 12 2005 with the Zoning Board of Appeals. We would like to ask that we be tabled for the 15`h as we will deed more time to prepare our proposed project. If you need to or are required to contact me please do so at your convenience, as I wish to be as helpful on this project as anyone can be. Thank you for the courtesy and professionalism your department has shown us on this project. Sincerely, „(°a"J' Stephen A. Hoy Project Manager Business Development Department (41'3) 320-7212 cell 0 0 TOWN OF AGAWAM MEMORANDUM To: Planning Board CC: Stephen Hoy, File From: Engineering Date: September 9,2005 Subject: SP 464—Site Plan—Dunkin Donuts—LRB Realty Trust LLC— 1804 Main Street Per your request dated August 3, 2005 we have reviewed the site plan entitled"Proposed Building For LBR Realty Trust LLC; 1804 Main Street Agawam, Massachusetts", and have the following comments. The traffic analysis has been submitted by JSP Land Development Services. Engineering performed field observations at the existing in Donuts site on Suffield and Silver Sts. Those results must be analyzed in comparison to the itt o determine the appropriatenesF,of the current layout, Full r iew s I generated as soon as our current work load will allow. 7 G. DeckerY.I.T. GJ e anne J. Hoyman, P.E. Civil Engineer I To Engineer S.XSK464 dunkin donuts I SO4 Main SM review.doe t a Jr woo .me,Ipm VW REt;r.1Vr.IJ SEp 1 3 2005 U ING B"ARD awam Town of 6 Main Street Agawam, Massachusetts 01001-1 7 Tel. 413-786-0400 Fax 413-786-9927 September 6, 2005 Doreen Prouty,;Chairman Agawam,Board of Appeals 36 Main Street Agawam MA 0 100 t Dear Mrs, Prouty. The Planning Board had before it a site plan for a new Dunkin Donuts to be located at 1804 Main Street at its meeting held on September t, 2005. There are a number of items which must be addressed prior to thePlanning Board taking action on this plan. Attached you will find comments from Police, Fire, Planning and Engineering. The Planning Board asks that you delay action on this plan until the outstanding items can be; addressed, They include, but are not limited to, parking, drainage, site layout and conservation issues, if you have any questions; please do not hesitate to contact the Planning efface at 86= 0 extension 283. Sincerely, Dennis By Hopkins, Chairman Agawam Planning Board cc File Aug 24 05 10: 44a Hampshire Construction 413 247 3305 p- 2 a U r L) N N G S 327 WEST STREET P.O. BOX 327 NORTH HATFIELD, MA 01066-0327 (413) 247-5024 FAX (413) 247-3305 August 24,2005 Deborah Dachos Townof Aga warn Planning Board Re: Reduction in parking needed for business operation Planning&Community Development Department I am representing Richard Gardner of LRB Realty Trust LLC as his project manager, on the construction of the Dunkin Donuts to be located at 1804 Main Street. I am requesting a reduction necessary of the 50 parking spaces down to Q.1 am enclosing our argument on this matter- The franchiseo whom will be operating this Dunkin Donuts has several locations already operating and has a very good handle on the flow of customers.Thestore will have 24 seats and at peak operation 6 employees. With the"drive-thru" in operation for this type of business 30 parking spaces is more than ample,I am supplying 5 examples of current locations operating with the same number of seats and employees,that are in the area. 1) Dunkin Donuts comer of Riverdale Street &Highland Ave. West Springfield 16 spaces. 2) Dunkin Donuts Memorial Ave. West Springfield next to Bob's Discount Furniture located at the rotary. 15 spaces Dunkin Donuts comer of Page Boulevard & East Street Springfield 15 spaces. 4) Dunkin Donuts comer of Main Street& Central Street Springfield. 17 spaces 5) Dunkin Donuts comer of State Street& Gaucher Street, IS spaces All of these locations also have the proper number of Handicap parking allotted as well. Based on the nature of the business and location 30 parking spaces will more than accommodate the traffic needs very well. If I can help with anything more needed for this site please advise. Stephen A. Hoy Project Manager Rug 24 05 10: 43a Hampshire Construction 41 247 3305 P. 1 8 U I Lb?DSAI N G S r I Nampahire Oomazweti-aw (?o*,* 'O"e, 327 WEST STREET P.O. BOX 327 NORTH HATFIELD, MA 01066-0327 (413)247-5024 FAX(413) 247-3305 FAX COVER SHEET Fax number (413) 247-3305 Date 08/23/2005 TO- Deborah Machos Planning Department Town of Agawam, Massachusetts Number of pages including cover sheet 2 Comments: Deb I have also mailed an original but I just wanted you to have the opportunity to review. from: Steve Hoy Hampshire Construction Co., Inc. Business Development MEMO TO: Nick Urbinati Building Inspector FROM: Planning Berard SUBJECT: Site Plan- 1804 Main Street - Dunkin Donuts DATE:= August'23, 2005 .Please review the attached site plan for Dunkin Donuts at 1804 Main Street to determine if the plan conforms to zoning prior to the Board's September l"meeting. Thank you. DS ) pre LRIR Realty Trust, LL 1804 Main Street Agawam,MA 01001-2578 413-786-4750 August 16,2005` Town,of Agawam Agawam planning Board 36 Main Street Agawam,MA 01001-18 ' RE: Site Plan— 1804 Main Street Attention: Planning Board I'm requesting to have nay petition for site plan approval,, for the 1804 Main:Street— Dunkin Domits,site tabled unfit the next planning board meeting. It has been brought to my attention today,August 16, 2005,that there are some issues that some to the town departments would like explained.:I wouldn't have had enough time to answer or fix these issues by the August 18,2005 date that was originally set. If you have any questions_ and/or problems,t can be reached at the number above or on my cell phone 413-246-9959 . Thank you, 94&� 4&cl� Richard Gardner Executive Manager REUMVEUAN&rift Nook AUG1 7 2005 0 0 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 16, 2005 DATE RECEIVED: August 3, 2005 DISTRIBUTION DATE: June 3, 2005 PLANNING BOARD MEETING DATE: August l8, 2005 APPLICANT INFORMATION 1. Name of Business: LRB Realty Trust LLC Address: 1804 Main Street Agawam MA 01001 2. Owner: LBR Realty LLC Address: 1804 Main Street Agawam MA 01001 Telephone: 413-786-4750 or 249-9959 Fax: 413-247-3305 3. Engineer: Frederick J. Dzialo Address: 19 Pleasant View Drive Hatfield MA 01038 Telephone: 413-247-5740 Fax: 413-247-5740 PLAN REVIEW Scale: V = 20.00 Date: July 5, 2005 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): North arrow not provided on plan. Description of Project: Proposed construction of a 2,816 sq. ft. restaurant with a drive through window. Site Plan Review Page 2 Description of Site: The site is a former retail building (Lenny's Fiberglass.) The front two existing structures are to be demolished. The remaining structure at the rear is to remain. Some facade work will be necessary. A Notice of intent filed with the Conservation Commission, will be required since the proposed parking area is in the 100 ft. and 200 ft. Riparian area. Provision for Traffic Flow: Curb cut widths may not handle traffic volume. Widths and radii measurements must be shown. See Engineering Comments on Queuing. A traffic study is needed. Sight distance in a northerly direction is impeded by existing vegetation on the lot line and a free standing Six Flags directional sign. The change in use may also necessitate a permit from glass. Highway Department. At a minimum, MHD will require a letter with relevant traffic information. Parking: The parking shown is not satisfactory. The plan must show the number of parking stalls as well as the dimensions of each stall. Zoning provisions require at least 50' parking spaces unless the applicant can demonstrate that they are not needed. No such analysis has been provided. Chapter 180-44 H (2) states: "In no event shall the Board of Appeals reduce the parking and loading requirement below 30 spaces." The plan shows only nine (9) spaces. The parking indicated on the north side of the proposed building is not useable because it is located in the drive through lane. Drainage: All lots over 1 acre must conform with the Agawam Storm Drainage Ordinance. Public Utilities: See engineering comments. Landscaping/Screening and Buffers: A landscape plan showing the size, species and location of all plants must be submitted. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: An elevation of the proposed sign must be shown. The tree shown on the plan adjacent to the existing sign presently screens the sign from view. Will this tree be removed? Exterior;Lighting: A lighting contour plan is required with type of lighting, cut sheets, and specifications. All lighting must be shielded. Rendering or Elevations: Colors and textures must be provided. Site Plan Review Page 3 Dumpster Location: No clumpster is shown on plan. The clumpster must be fenced, screened and gated. Other Comments or Concerns: See Safety Officer and Fire Department comments. The dwelling to the south of the property in not shown. Fencing on the south side of property or other type of opaque screen should be provided to shield the house from customer's headlights. 0 0 �, `FA PVTOWN F MEMORANDUM To: Fredrick Dzialo, P.E. CC Planning Board, J.P. Stone—DPW Supt., File r:0 From: Engineering AIlG � � 'tN5 Date: August 5, 2005 Lk%�,�GB%RD Subject: SP—464 "Site Plan—Dunkin Donuts 1804 Main St. In order,to give you time to respond before the scheduled August 18,2005 Planning Board meeting, I offer the following preliminary comments on the submitted site plan. 1 Please submit a traffic analysis of the proposed site taking the following factors into consideration. The proposed use of the site. -The characteristics of the existing traffic at this site—Main St. near 6 Flags, etc... The%o vehicle trips which are drive-by trips. - The %new vehicle trips generated by the site. The use of Trip Gen data or Dunkin Donut proprietary data may be appropriate. The analysis must demonstrate that the final layout of the vehicle queue is adequate. The line of cars waiting to be served at the drive up window must not back up into Main St., off the site. This analysis must be performed by a professional engineer with experience in this type of analysis. 2004 traffic counts performed for 6 Flags are available. A list of the data locations is attached. Please identify the pertinent locations. You may contact engineering to receive copies of the available data for your consideration. Additional traffic data may required. 2. The Planning Board will be interested in the proposed use of the 42 parking spaces shown in the behind the building in a grassy area. Does the proposed use conform with zoning requirements for the site? Additional continents will be generated by engineering based upon a full review of the submitted plan set in the near future If you have any questions please feel free to contact me at"413-786-0400 x 275. A �eoiAnrie J.40YT , P.E. Town Engineer Si1SP1464 dunkindonuts 1804Main St101 traffic analysis.doc- PF Transportation Land Development Environmental Services :fi a imagination�innovation�energy Creating results for our clients and':benefits for our communities Vaasa & as.:ins 1Y. .... September 24,2004 Ref: 0912U0 Deborah Dachos Director of Planning&Community Development Town of Agawam 36 Main Street Agawam,MA 01001 Re Six Flags Traffic Counts 2004 Municipal Agreement Obligation Dear Ms.Dachos:` In accordance with the municipal agreement executed between the Town.of Agawam and Six Flags New England dated October 19,2000,VHB submits for your review and use the attached traffic volume monitoring information for the 2004 season As required in the Agreement,daily traffic volumes were recorded for surrounding roadways using Automated Traffic Recorders(ATRs)for the first tlee weekends in August 2004. In addition,turning movement counts Cs)at 14 intersections rsections and traffic entering/exiting the Route-5/Route 52 Rotary were collected on August 20/21,2004.The following summarizes our data collection efforts. TMC's were conducted at the following locations on Friday,August 20 from 4:00 PM 6:00 PK Saturday,August-21 from 11:00 AM -:1:00 PM and 9 00 PM-11:00. « Route 159 at Six Flags southeastern driveway; Route 159 at Six Flags northeastern driveway;: • route 159 at Sias Flags western driveway; • Route 159 at South Street; • Route 159 at liver Road; • Route 159 at Adams Street; • Route 159 at Elm Street; • Route 159 at School Street; • Route 159 at Route 57 ramps(2 locations); Route 25 at South Street, • Diver Road at Alhambra Circle;:: River Road at School Street; River Road at Leonard Street; • Route 5 /Route 5/River Road rotary(5 locations);.. 505 East Columbus Avenue 5pringefieirl, Massachusetts 01105-255 413.747.7113 a fAX 413.747,0916 email: info@vhb.com www.vhb.com * Route 159 Route 75/Route 147 intersection. The,information collected at these intersections;is presented within Section A of this binder. Figures 1,2 and 3 provide a summary of the data for each time period in which collection occurred. Traffic volumes entering/exiting the Route 5/Route 57 Rotary were recorded using ATRs. The traffic counts collected are presented in Section B of this binder,and Table 1 provides a summary of the data collected for each leg of the rotary. ATR's were utilize on the following roadways on August 7/8/ „August /1 1 5,and August 2 /2 /22. • Route 159 at the Massachusetts/Co necticut border; • Route 159 south of River Road; • Route 159 north of River Road; • River Road east of Route 159;and: • South Street west of Route 159. The information collected at these intersections is presented within Section C of this binder,Table 2 provides a summary of the data'collected Submittal of this information fulfills Six Flags New England's 2004 obligation in accordance with the Municipal Agreement.We trust this information will be sufficient for your use.Please do not hesitate to call should you have questions. Very truly yours, A�NASSE HANGEN BRUSTLIN INC, ohn J. man,P_E. 11 rojct ° anaer c:: Ron Sevart,SFNE Chuck Davis,SFNE Matthew Chase, a . va 5e ratscin,Ines VRB Contents A. Turning Movement Counts(T Cs)-August 2004 Al. Friday,August 20,2004-4:00 PM to :00 PM (Evening Peak Period) AI Saturday,August 21,2004-11:00 AM to 1.00 P (Saturday Midday Pe' ak Period) A3. `Saturday,August 21 2004 9:00 Pit to 11:00 PM. (Evening Peak Period) B. Automatic Traffic Recorder(AT T) Counts (Route 57 Rotary)-August 2004 B1, Route 5 northbound off-ramp entering rotary; B . Route 5 northbound on-ramp exiting rotary; B3. Route'5 southbound off-ramp entering rotary; 134. River Road entering and exiting rotary; B5. Meadow Strut entering rotary; B . Route 57 eastbound entering rotary; B7. Route 57 westbound exiting rotary;and BB. Route 5 southbound exiting rotary- C. Automatic Traffic Recorder(ATR) Courts-August 2004 Cl. Route 159.at Massachusetts/Connecticut Border, C2. Route 159 just south of Rivet Road; C3, Route 159 just north of Diver Road; C4 River Read just east of Route 159;and CS. South Street just west of Route 159 MuprbftgU.\09120.OG\tvpmt3\AppertdlxSbeeti-doe A Fs DE v 800 MAIN STREET r AGAWAM,MA 01001 ' �Nr TELEPHONE (413) 786-0657 FAX;(413) 786-1241 L* David A. Pisano Chief of Department ' p~ Stephen M. Martin Deputy Chief FIRES ® Michael R Mercadante Fire Inspector MEMO DATE 8/5/05 TO: PLANNING BOARD RE: PROJECT @ 1804 MAIN ST. LBR REALTY TRUST, LLC PLEASE BE ADVISED THAT A MINIMUM [18' ft] WIDE, ROADWAY TO THE REAR CELL TOWER SITE MUST BE MAINTAINED CLEAR AND UNOBSTRUCTED THE FULL LENGTH. THIS SHALL BE DESIGNATED A FIRE LANE FOR ACCESS TOT CELL SITE:PER 527 C.M.R. 10.03 (10) (a). FIRE INSPECTOR MICHAEL R. MERCADANTE CC: FAX :(413) 247-3305' R.E(;"E IVE AUG 0 5 2005 PLANNING n6(Repast)ita true and ev=W sowun rng of cwm a mod R 1'g which was arm uftred an the day or days merdwed in the report This(Re{wtt)may be copied but rOT ALTEREQ IN ANYWAY OR BY ANY OMMS1ONS Per;W.G.L.Part TV:Tdle L C hapter'268:sea.5 A-'Whoewr,being an affteer of r Wayee of the Commomwdih or ofaviypdwoai sabdlWsion dis"of in thr eaurae gfhisoffteial duties esecutu,J91atorpubllrlulamryfats mrium repart,minuies orttatemenr,bowing the same to be jcdre Ina mareriat mammer,:MULE,RZ PUNLSM by ay4ne of not amwr that($36M DOLLARS and w IMPRISONMENT For nor men dun OKE YEAR 0 RECLICIVEJ) MEMO PLANNING To Planning Board HO From: Sgt. Richard NILES, Safety Officer Subject: Site Plan - Dunkin Donuts -LBR Realty Trust LLC - 1804 Main Street Date' 08-11-2005 The existing catch basin located in the center of the present curb cuts (entrance and exit) on the west side of Main Street, was used as a point of reference. The following observations were made regarding this site plan: Roadway:: 1) the quantity of the flow of traffic is light to medium 2) the roadway has two(2) lanes; one (1) north bound & one (1) south bound, each lane has a breakdown lane 3) the north bound lane is 12.6' wide with a 7.3'breakdown lane the south bound lane is'11.6' wide with a 7.4 breakdown lane the total width of the roadway at the point of reference is 40' 4) the roadway surface is paved asphalt 5) there are minor defects in the roadway surface; gaps in the pavement,joint separations 6) the closest side street northerly is Woodcliff, 365.6'north of point of reference the closest side street southerly is Kanawha, 137.7' south of point of reference Visibility 1) southerly visibility is at least .5 miles 2) northerly visibility is at least .5 miles Lighting: 1)there is a street light 156.2' north of the point of reference on WMECo pole # 204 2)there is a street light 137.7' south of the point of reference on WMECo pole#207 Traffic Controls; none present Sidewalks: none present, on neither east side or west side of Main Street at the point of reference School Zone: the closest public school is Clark Elementary School, 1.6 miles away Playgrounds: the closest playground is located Clark Elementary School, 1.6 miles away Parking: appear to be in compliance with town ordinance regarding handicap parking spaces Speed Limit: posted 40mph Road Markings l) double solid yellow marring in center of roadway 2)white marring on north and south bound lanes dieing travel lane from breakdown lane Traffic Unit Impact Estimate: none provided Other:: 1)mixture of residential and business areas 2)this is an original site plan ) Six Flags is located .l miles north of the point of"reference Suggestions l) increased street lighting 2 inclusion of sidewalks Respectfully Submitted Mgt: Richard NILES Safety Officer, Agawam Police Department 0 FA TOWN OF AGAWAM ti MEMORANDUM To: Fredrick Dzialo, P.E. CC: Planning Board, J.P. Stone—DPW Supt., File From. Engineering Date August 5, 200 Subject P—464 "Site Plan—Dunkin Donuts 1804 Main St; In order to give you time to respond before the scheduled August 18,2005 Planning Board meeting, I offer the following preliminary comments on the submitted site plan. 1 Please submit a traffic analysis of the proposed site taking the following factors into consideration. -'The proposed use of the site. -"'The characteristics of the existing traffic at this site<—Main St. near 6 Flags,etc... - The% vehicle trips which are drive-by trips. The % new vehicle trips generated by the site. The use of Trip Gen data or Dunkin Donut proprietary data may be appropriate. 'Me analysis must demonstrate that the final layout of the vehicle queue is adequate. The line ofcars waiting to be served at the drive up window must not back up into Main St., off the site. This analysis roust be performed by a professional engineer with experience in this type of analysis. 24 traffic counts performed for 6 Flags are available. A list of the data locations is attached. Please identify the pertinent; locations. You may contact engineering to receive copies of the available data for your consideration. Additional traffic data may be required. 2 The Planning Board will be interested in the proposed use of the 42 parking spaces shown in the behind the building in a grassy area. Does the proposed use conform with zoning requirements for the site?' Additional comments will be generated by engineering based upon a full review of the submitted plan set in the near future. If you have any questions please feel free to contact tree at 41 -786-0400 x 275. eor e J.4oynA, P.E. Town Engineer s.W\464 dunkin donuts 1804 Main SARI traffic analysis.doc Transportation Land Development Environmental • Services Imagination innovation energy Creating results for our clients and"benefits for our communities September 24,2004 Ref- 09120.00 Deborah Dachos Director of Planning&Community Development TownofAgawam 36 Maim Street Agawam,MA 41001 Rey Sig;Flags Traffic Counts 2004 ]Municipal Agreement Obligation Dear mils. Dachos 1n accordance with the murdcipal agreement executed between the Town of Agawam and Six Flags New England dated October 19,2000,VHB submits for your review and use the attached traffic volume monitoring information for the 2004 se sort. As required in the Agreement,daily traffic volumes were recorded for surrounding roadways using Automated Traffic Recorders(ATRs)for the first three weekends i August 2004. In addition,turning movement counts(Tie s)at 14 intersections and traffic entering/exiting the Route 5/Route 57 rotary were collected on August 20/21,2004.The following surrunarizes our data collection efforts. TMC's were conducted at the following locations on Friday,August 20 from 4:00 P 6:00 PN4,Saturday,August 21 from 11:1 AM-1.00 P 4 and 9 00 PM-11: 0 + Route 159 at Six Flags southeastern driveway - + Route 159 at Six Flags northeastern driveway; + Route 159 at Six Flags western driveway; + Route 159 at South Street; • Route 19 at River Road, + Route 159 at Adams Street;: • Route 159 at Flirt Street; + Route 159 at School Street, + Route 159 at Route 57 ramps(2 locations); + Route 75 at South Street; + River Road at Alhambra Circler • River Road at School Street, • River Road at Leonard Street; + route 5 /Route 5/River Road rotary(5 locations); 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413-747.7113 ■ FAX 413.747 916 email:info@vhb.co www,vhb.coms Route 159/Route 7 /Route 147 intersection. The information collected at these intersections is presented within Section A of this binder. Figures 1,2 and 3 provide-a summary of the data for each time period in which collection occurred. Traffic volumes entering/exiting the Route 5/Route 57 Rotary were recorded using ATCis The traffic counts collected are presented in Section R of this binder,and Table 1 provides a summary of the data collected for each leg of the rot ATR's were utilized on the following roadways on A ugust 7/8/9,August 13/14,/15,and August 20/21_/22 • Route 159 at the Massachusetts/Connecticut border • Route 159 south of River Road; • Route 159 north.of Raver Road; • River Road east of Route 159 and • South Street west of Route 19. The information collected at these intersections is presented within Section C of this binder;Table 2 provides a summary of the data collected Submittal of this information fulfills Six Flags New England's 2004 obligation in accordance with the:municipal Agreement.We trust this information will be sufficient for your use.Please do not hesitate to call should you have questions. Very truly yours, ANA a E HANCEN BRUSTUNT, INC. r ohn man, P.E. rojectlanager Cc. Ron Sevart,SFNIE Chuck Davis,SFNE Matthew Chase,Vl V Hangen Brustlin„Inc. Contents 6vY'PWC' A. Turning Movement Counts (TMCs)--August 2004 f� 'I Al. Friday,August 20,2004—4:00 PM to 6:00 PM U (Evening Peak Period) A2. Saturday,August 21,2004—11:00 AM to 1:00 PM (Saturday Midday Peak Period): AI Saturday,August 21,2004—9:00 PM to 11 00 PM ()evening Peak Period) B. Automatic Traffic Recorder(ATR) Courts (Route 57 Rotary)—August 2004 L B1. Route 5-northbound off-ramp entering rotary B2. Route 5 northbound on-ramp exiting rotary; B3. Route'5 southbound off-ramp entering rotary; B4. River Road entering and exiting rotary; B5. Meadow Street entering rotary; B6. Route 57 eastbound entering rotary; B7. Route 57 westbound exiting rotary;and B8. Route 5 southbound exiting rotary. C. Automatic Traffic Recorder(ATR) Counts—August 2004; CL Route 159 at Massachusetts/Connecticut Border; C2, Route 159 just south of River Road; C3. Route 159 just north of River;Road; C4. River Road just east of Route 159;and C5. South Street just west of Route 159. MaspAngUA09120 00\reports\Appendix Sheemdoc DEPARTMENTAGAWAM FIRE 800MAIN STREET . AAA , MA 01001 '� s. TELEPHONE (413) 786-0657 FAX(413) 786-141 `- David A.P sano Chief of Department Stephen M. Martin Deputy Chief' �li��S Michael H. Mereadante Fire Inspector MEMO DATE 815/05 TO: PLANNING BOARD RE; PROJECT @ 1804 MAIN ST. LBR REALTY TRUST, LL PLEASE BE ADVISED THAT A-MINIMUM (18' t) WIDE, ROADWAY TO THE REAR CELL TOWER SITE MUST RE MAINTAINED CLEAR AND UNOBSTRUCTED THE FULL LENGTH. THIS SHALL BE DESIGNATED A FIRE LANE FOR ACCESS TO THE CELL , PER.527 C.M.R. 10.03(10)(a), FME INSPECTOR MICHAEL R. MERCADANTE AA CC FAX :(413) 47-3305 tr I E(m 1;'L I%Vff E D AUG0 PLANNING • is a mm and somisk ofwaftarodfindfW w1och were on ft chat of day%madimW m the report Thu otepos4)may bewpied but= LTIREQ ANYWAY OR Y ANY O C !Fj�19U per,M.O.G,Part 1V.Vo t, 2a:sec.d A-1Whoww,,kftjr an car d tea� a#th�rsf Pc�lt�z�t rt�we rh. ► ==s.f as tas a rya to rff+�aa Lt a of t sit"L Ott Town cifgawlam' 36 Main Street Agawam, Massachusetts 01001-18 7 ptEQ P�®1 Tel. 413-7 6-0400 Fax 413-786-9927 MEMO TO Engineering, Building, Police, & Fire Departments. FROM: Planning Board DATE: August 3,2005 SUBJECT: Site Plan—Dunkin Doughnuts—LBR Realty Trust LLC - 1804 Main St Please review and comment on the attached Site Plan for LBR Realty Trust LLC, on 1804 Main Street, prior to the Board's August 181h meeting. Thank You. Rue 84 05 08s30 ire Construction 41 7 3305 p. Told luloi R C AUG r 4 ZOO AG"Am PLANNN'13 OAnPLMNINU WAN Forts Appliciattion for Site Man,Approval Please complete the Wowing fbrm and rctu m it and 10 copies of the Site Plan to- Agawam Planning board Office ofPlanning and Community Development 6— AgawaM MA OIUOI N '# eme c�f8use� Addr �s Telephone r, ,, 2. Name of Applicant/Owner, se a .6 Addrts e : .ram' +'c G"l' t C� el- 6, 160 1 Telephone �°�' -` ' °�:y.. ' Fax 4113-- V - 3 3 : 13 ( . ears , 3. Name of En /Architect Add Telephone ` pax 4. please give a brief description of she proposed project ° _14C ' w TO WN OF GAK 36 MAIN STREET AGAWA ,, MA 01001 WARD OF APPEALS MEMO DATE.: August 3,2005 TO: Planning Board FROM: Board of Appeals' RB`; Site Plans for; LRB Realty Trust LLC 1804 Main Street 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 state,we will assume that you have no objections REC";-1EIVED . AUG0 3 2005 J.S.PECHULIS LAND DEVELOPMENT SERVICES, INC. 0 site IX-sign 0 PWMMV * consftwon Management * rrann . 181 Notm Dame Street Web-www.ispkis.com Phone:413-564-0404 westiiew,MA 01085 Fax:413-564-0405 August 31,2005 Richard Gardner LBR Really Trust,LLC SEP 0 1 2005 1004 Main Street Agawam,MA 01001 PLANNING' BLO)ARD RE., Proposed Redevelopment Project—1804 Main Street,Agmarn Dear Mr.Gardner J.S.PechufisUnd Development Services, Ina (JSPA-DS) has been retained to evaluate the traffic access plan fora proposed DunkIW Donuts,fast food restaurafft to be located at 1804 Main Street In Agawam, Massachusetts. PROJECT DESCRIPTION The proposed development plan calls for replacing the former Bunk Sed World retall building and constructing a 2,816 square foot Dunkin'Donuts fast-food restaurant with drive thru window. Access to the site will be provided by utilizing the two existing driveways currently serving the,prciect site. EX11STING OONDITIONS Roadway Network The project site is located at the west side of Main Street (State Route 189). Currently on Me is a 5,500 square foot building formally used as a retail business served by two curb cuts onto Main Street. Main Street is oriented in the north-south direction and is accommodated with one travel lane in each direction. There are no major intersections within close proidmily to the site. The nearest minor street intersection with Main Street is located approximately OD feet to the south where Kanawha Avenue intersects Main Street from the east. The Massachusetts and Connecticut state border is located approximately 160 feet south of the project site. Traffic Volumes The proposed project is expected to have the greatest impact on traffic conditions during the morning commuter period. Daffy traft volumes were provided by the AQawarn Engineering Department which present hourly volumes during a number of sample periods during typical summer weekdays and weekend days in August of 2004, From these counts, peak hour traffic volumes were estimated for rooming commuter periods and Saturday mid-morning periods when Six Flags is In peak operation, All traffic volumes were adjusted to reflect average annual conditions by applying adjustment factors provided by MassHighway (attached). An annual adjustment factor of I percent was also applied to the year 2004 volumes to account for background growth In the area over the past year. The weekday morning commuter peak hour oft volumes were measured between the hour on 7:00 am and 8:00 am comislently for each sample, provided. During this single hour an average volume of 450 vehicles travel along Main Street in front of the project site each weekday morning peak hour. The predominate flow of traffic is in the southbound direction. t m Dunkin'Donuts The traffic, patterns change significantly daring the typical Saturday morning travel period when Six Flags is in peak operation. "The peak trovel period during the Saturday morning is generally between 10:00 am and 11:00 am. Traffic volumes along Main Street In front of the project site during this single hour are approximately 635 vehicles with the predominard flow of travel headed in the northbound. direction. PROPOSED CONDITIONS Up ne n Vehicle trips associated with the proposed Dunkin" Donuts restaurant were projected based on empirical trip generation data samples for eight existing Dunkin Donut facilities.. Included in the eight sample restaurants studied are local restaurants including the Dunkin Donuts located on Silver Street and the Dunkin Donuts located on Southwick Sheet,both in AVawarn. The empirical data used in this study included only stand alone stares with drtve4hni vein The empirical data is attached for review purposes only. Based on the empirical data collected,the proposed Dunkin Donuts restaurant is to generate appmArnately 270 vehicle trips(135 entering and 135 exiting) per morning peak hour. The empirical data also identified that typically 62 percent of the site generated tmffic:utilizes the d thru window. The remaining 38 percent of patrons park their vehicles and use the walk-in counter service. Table 1 summarizes the empirical data and the projected vehicle trips for the proposed restaurant. Table 1 Dunkin Donuts Peak Hour Tdp Generabon Summary Weekday Morning k4n C- rru Igtal Entering 51 84 135 Exiting 51 64 13 Total 102 168 2' Saturday Morning alk-i ° ru Total Entering 52 70 122 Exiling 52 70 122 Total 104 140 244 Based on Emodcal Deft pv4ded by DunWn Dwufts operatas and cmft by JSPIWS Pass-by Traffic Convenience oriented land uses such as Dunkin Donuts, have been measured to attract a majority of their customers directly the traft passing the site. Measurements of by traffic published In the Institute of Transportation Engineers Trip Generation Handbook indicate that these types of businesses ically experience pass-by trip rides that account for as much as 75 percent of the total traffic attracted to the site. These Statistics indicate that the proposed site is not expected to attract new trips to the study area For the purposes of this study, by trip reductions were not applied to the existing traffic;volumes through the study area in order to provide oonservative estimates of trip attraction. Main St Dunkin'Cron Trip distribution The distribution of site generated traffic was based on the traffic patterns observed within the immediate area of the project site. Traffic was assigned to the proposed entrance and exit on the percentage of approaching" vehicles measured during the field traffic counts during the respective peak hour studied. Table 2 Peak Hour Travel Patterns Northbound ggghbound Weekday Morning 4 Saturday Mori 72% 28% Based on ground counfa Site Access The access plan of the proposed development includes utilizing the ng driveways serving the existing site. These driveways include one entrance driveway and one exit driveway. existing driveway to the north will serve as the entrance for the site. The south driveway will serve as the exit drive. The south drive is currently approximately 23 feet wide and will provide for both a left turn exit lane and a right turn lane. Traffic within the proposed project site will follow a basic one-way travel flaw. The drive-thru window is locateda ern side wall of the`buffing. Access to the d ` hru window will be served by an access lame to the north of the proposed building. This location pmvkIes over 170 feet for vehicle queuing or more than a vehicles. Vehicles exiting'the d thru lane will be able to proceed directly to the exit drive to egress the site. The site plan also provides for a pa"lane adjacent to the ddve4hru lane for vehicles traveling behind the building or leaving the d i ru lane. Traft Operations Traffic operations were measured through the application of HC82 , Highway Capacity Software version 4.1. The application of HCS2000 is accepted by the Massachusetts Highway Department as the standard tool for measuring traffic operating conditions. FfCSM uses a report-card style of grading Intersection levels of service according to the amount of average delay calculated for the critical movements of each Intersection approach. The grades range from the highest level of service, L OS A, to levels of service below acceptable operating capacity,LOS F. The estimated vehide trips generated by the proposed Dunkin' Donuts were added to the peak hour volumes pmvkled by the Agawam Engineefing Departmeffl. The morning peak hour and Saturday peak hour capacity analyses of site driveways are summarized in the following table. MainSttp"A awam.Dunkin'Donuts Page 4 Table 3 LEVEL OF SERVICE SUMMARY 2005 BUILD Intersection Peak Hour Delay LOS Main Street at Weekday AM 8 sec. A Entrance Site Ddve Saturday AM 8 sec. A Main street at Weekday AM 13 sec. B E.)dt Site Drive Saturday AM 18 see. C Note:Delays represert cfflcd moverrwrit approach delay corKftre CONCLUSIONS The project site is currently a closed retail business and is not generating active business traffic. Traffic volumes along Main Street in the vicinity of the proposed project were measured to be moderate during the weekday morning peak commuter hour and heavier during Saturday late morning hours when the Six Flags amusement park is in operation. The proposed 2,815 sf Dunkin Donuts restaurant with a drive thru window will generate a demand of an estimated 270 vehicle trips(1135 in, 135 out)during the busiest hour of the weekday and slightly less during the busiest hour of a typical Saturday, These estimates are based on empirical data of similar Dunkin Donuts facilities including 2 restaurants in Agawam, Although this proposed Dunkin Donuts may not attract traffic volumes of these magnitudes, these estimates provide a reasonable forecast for a successful restaurant, The proposed traffic circulation follows a basic one way travel flow. Vehicle stacking for up to eight vehicles is provided for the drive-thru window, which satisfies industry standards and is projected to adequately store all vehicles using the drive-thru window. Utilizing the two eAsting site driveways,the proposed project will introduce no adverse traffic conditions along Main Street or within the project site. q si I Jeffrey S.Pechulis JSP Land Development Attachments, Peak Hour Traffic Volumes MHD Seasonal Adjustment Factors Main Street Daily Traffic Volume Counts(Source:Agawam Engineering Dept) Dunkin Donuts,Empirical Data Intersection Capacity Analysis Reports !1 ,rr AM PEAK H !NORTH SITE DRIVE, � � Lu SITE GENERATED TRAFFIC: ENTER 135 n n ur EXIT 15 10 a iv cr'> r ux 57 z SOUTH SITE DRIVE jj T SATURDAY PEAK HOUR SITE GENERATED TRAFFIC: ENTER 122 EXIT 122 NORTH SITE DRIVE � l 1 � co c to cr u°a °' . U') w W r... .sMoYSw MSOUTH SITE GRivE use wc�erwm raba 00 3 PEAK HOUR TRAFFIC VOLUMES 1804 Main Sum Agawam,MA IQ T TO SCALE MASSACHUSE1 IS HIGHWAYDEPARIVENT-STMEWDE TRAFFIC DATA COLLECTION WEEKDAY SEASONAL FACTORS' I N&m*Ttme we wwW&y factom Tto wmerago of tft ftclom W ft year WW not equal i,as*"www dft am rwt cwWdered, FACIVR GROUP JAN FRO MAR AM MAY JUN JUL AVG 8,p ",-,T Nov I m GROUP I -WEST INTERSTATE 1.00 1,01 0.89 0.86 0.87 0,85 , 0.92 0.90 OM 0.90 0.92 0.93 GROUP 2-RURAL MAJOR COLLECTOR(R-5) 1.16 1,12 1.08 1.02 0M 0.88 OW 0.88 0.93 0.93 1,021 1.05 GROUP 3A-RECREATIONAL n1-4)See below 1.30 114 , 1.16 1.06 , 0.98 0.86 0.79 1 0.78 0.93 OM 1.08 1.14 GROUP 38-RECREATIONAL n5)See below 1.35 1261 1.23 1.13 1 1.01 0.86 017 0.76 0.99 1.03 1.10 1.17 GROUP 4-1-495 INTERSTATE 1.08 1.041 1.00 0.95 0.92 0.86 0.86 OM 0.90 OM OM 1.00 GROUP 5-EAST INTERSTATE 1.07 1.031 0.97 0.95 0.94 0.89 0.92 0.90 0.92 0.93 0.94 0.97 GROUP 6-URBAN ARTERIALS.COLLECTORS&RURAL ARTERIALSJR-2,R:?) 1,06 1,02 0.98 0.95 0.92 0.90 0,921 0.90 0.91 0.921 0.95 0.97 GROUP 7-1-84 PROXIMITY(STA. 171 1,31 1.28 1.16 1.10 1 0.971 0.87 0.90 0.89 0,991 1.08 1.11 1.26 GROUP 8-1-295 PROXIMITY(STA 6590) 1 W 1.05 0.98 0.931 OM 11 0,88 0.91 0.67 0.88 OM 0.69 0.88 ,GROUP 9-1-195 PROXIMITY(STA.7) 119 1.12 1.07 0.991, 0.93 1 OM OM 0.80 0.91 , 0.94 j 1,00 , 1.05 RWREATMAI.(AU YgMS) [72003-AXLE CORRECTION FACTO -GROUP 3&* ROAD INVENTORY AXLE 0-9".-........10 1,CAPE COO KL 1" 1 ) FUNCTIONAL CORRECTION >1,000-....-100 ZPLYMOUTKSOUTH OF RTE3A) CLASSIFICATION FACTOR 7079,7=,70M,IM1,7092,70M,7094,7M5,7W6,7097,7108,7178 R-1 0.93 IMARTI-WSMNEYARD R-2 0.97 4,NANTUCKET R-3 0.98 R-5 0.98 U-1 OM *"GROUP 38: U-2,U-3,U-4 0.97 &PERMANENTS 2&189 U-5 0.99 t0O6,I087,tM,tOS4,1085.1086.1087,IOKI089,1090,1091.1092. U-6 0.99 I099,1064,IM,1061%,1007,109k1M9,1 10Q.1104.1=,l 103j 104, t 105.1106,1107.1108,1113,1 S 14,1116,2196,219-t,21915 I-U 0.73 Apply I factor to stations:3290,3921.3M Six Flags New England Page Traffic Study(ATR's) Agawam,Massachusetts Site Code: 11111 " IR71 g @ MA-CT Border Project#09120.00 Station IMF Location#1 XR4 0811 Set-up by:Jeffrey A. 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'f,.�•.��.:�31 t�,..c� '.:sssS't �;�'��n�1ti5 22t•..c , s' "S��''av� '.�\ x F,. 120 .: TaW 1267 2961 1357 2503 2624 5464 percent 30A% 70.0% 35.2% 64.8% 32.4% 67.6%, Six Flags New England Page 4 Traffic Study(ATWs) Agawam, Massachusetts site Code, 11111 RT 159 a@ MA-CT Border Project#09120_00 Station ID: Location# 1 ATR#08117' Set--up by:Jeffrey A. 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'�. «.,a.n.,,,---.,..r.�•.,. .. .,,:...-,,,,. ,,.,.� •�aw;,.�.a�.�.'. 09:0t1 62 36 38 94 � e 1 ^, °fir. •,, .� �'S+ u � 1 a �� ^,-+.:ea 3 c 2 w t 4•t°''�`":_a�,�xc�i�' k `'�9� W awa ,ti,t\"�� w�v -ti 1 a �,,,�a,�,,�1 az�t°��.... ,,,,,,,;,,•,.*..a.ra,-.........,,..,.v.. ..,Fcv..`:.; ..,: ..,,. ,--,.,,,-... ... t.--,Y`.,,:w^.,w,«,.,, ,:.: .a.;k.r.,... t�,*hn,-.,.,:r:.,.^4..,•..a.. ->,.,•,-.:::fi++:.,«,..+�,wrt.,, w,.\...� 09.30 104 29 35 9 6 l{?94 „ IYN 1pg ,h , 7s 349°� 123 4 112 lSfy �a398 x}� 21 1 fi:. ,..aE, ,.ht„�,•htv.�» .i:,ox•.,-,v :a, 10:00 175 14` 38 108 r c 1t4°1�J 1310- s ,� 1111 ,a '� a aC as ,,Sy°x �k ,. . . .,.a. , �:k ,,,r: 10:30 135 19 41 9 � �,,�s-"1$D'4S �, �z ��l �•'"�'11� � �} r� �r °�" `°� ""''�` r�` �,�y' �� =� `37 x x�a e� �,�y ,syu✓..;. ,s.,,#�. ..,tr.,.r,tv --}„[ovrxt,rM sty.........an}-<L:.?rw..,w..v_ r..,..-�;.v .a,:��.,�.i., 51,...:,.. m&• ',�` .vc �},z•"t.�<r. v=.z,�t�.ssw v-�,` +3t�.o.2ai�ra,t t15�: 11.00 105 12' 3729 r r. :r,3>5 'K+'�t� '� +�,w •� ...., .x ..>.;:.., .5.,,.;�.�... wa.a,.�,....,.v^�..a,a.'�a3.>.,:nx .a..�a"A 11:30 100 15 45 15 �ae�, 1,1:45 �.:„{ �-.'....: �,�h,? ;�''120�.��,�"-H�`'.�,��4<"`� ..,..�-0�10�`�r~„,.,�. :". y'°r,y,�53�`Y.,:�...f12 �:�� :.`;Y�a. 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M.-„:..:n,,Kw.,..�.*es::::s;w w.,>. ^ ,. ,-„ ..,�',,,;,'�.•, .:i-�.a 11:00 68 16 39 28 ' ra: r sr++}^t� s wn aF't* x+x > 'r".y,","#t,, '° :<t .fi-+x q ,•M.ac++4 i c h xz 4 4 • "'R+``;k^K ,e, 'q[ 9 �:cc�-r`".-��..•r,^:"%.:,,,•'':'•��4.�},,.,•v.,:...; '� �.�v..v.:=$r�''�.*, �.f...,,...:....v..:: ^" � o�rF,w'�aY-:-`,z..wMsa'z,:%:,..-�-..�..n,.. ��,.,t..ia..w.w •�.„,, 11:30 88 12 48 111 { p} <.,v.`t,'11� .,,..r...•,. ,.,.wa ...>.w:.,w.73e..s-:*:-.r�'.".':'.s� �.�,..,,,-.- .,�"T�<a,,��*sG t.'..Y.,�s,'X ate`,.i.:aea''u,�^<� ._�. fi�k�..'r ..'+'�£+,<+u`.,,3`�.�;7 :.vt� ."v:'P�P .v\';�„�'t a.,��+1.'': Total 1552 2940 1428 2844 2980 578,4 Percent 34.6% 65.4 33A% 66.6% 340% 66.0'°1",a Six Flags New England Page Traffic Study(ATR's Agawam,Massachusetts Site Coda: 1111133333 Rt 159 a@ MA-CT Border Project#091 Cl 0 Station ICE: Location#1 ATR#08117 Set-up by.Jeffrey A.Galam au Matt Chase Latitude:U'0.000 Undefined Start 21-Au 4 Northbound Hour7otals Southbound Hour Totals CombinedTatals rune Sot_ Morning n Mombq Afternoon Mxqino Afternoon Morning Afternoon MoL*q Afternoon 12;00 6 ST 16 60 •v`^.. 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Y3��.r�. � ��?,:ro��.raYx�4.c-"r,€;c 1:30 4 59 4 64 r t?�;,n., 1�`�..;,,n..igi,:n;k�,«a..,...a..:.aa:.t,wx.'. :a„`,r:nu+,,,.:k's:�dl'r';,a,.s,r,,.?:S,ax ,.�r.. ,�.,...�.,..'•:r.,r.a0k?,.;i�a.sa ,sr.,rnx\S�rs.��', ,.,•,r�.�:rni, � Ja�..k,�,*.*,+.�."*""..�dv;:..a+,t� �.7.'":.��au'��+� krYa:< 02:00 8 63 5 81 t rY•e a"'-..s r 3 s.ar 4"�'^, .� ,.{;`�' 'r 3r-, rsfi v �3?3 �'"e°',"�"2;#'' 1aa w ti fi aa.L,,�,a•:....H ,-,..,�...,.:'.,.rk�;ar�.�a,s......:[v....*.�a+„.•rr. �}tia;4n^.cwr..+.,� '�.srea:�d,�vnw...r.lswusr,.sc�.x"`"'` de ...XeG+v4.,,.,•.•r�£�' uam� �`i�"�k' ':t "k .�+�:. �r.� ,fi�'"✓" : 02:30 4' 45 4 78 }x -•+}c 'a. ,kk - ,w. r` `cam v,• 1 a. n r, �'a . yb aa. r ,,.,.> ^r �rtc'c {.' `*y'•' ! {s. ^,+�'t HIRE,. 2" vx$\'�t,`�, :.. ++.4.1 i t k v k .......a 16 e"vv x o ,ra,yl i5`r..s n+'""' .'C a,•, +..:',7r,•"�w4"�°.ti\;ti'a,,'^,•,:��u.•a•,k,,.,...,.,r c ,,.,,.r.;^,.�..,., 35..,...... .S.S..,.3:w.a..,...}..,,.,a.,.,,"�'�.w.. .•..�a'v�a�-.av',`w+.,h•.,-.w.a aav ham;..'. f3:00 0 53 5 67 PREEN, �.:: .ff'�:. 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'J :3t} 111 _ 42 13 31 ax> r a • t t:.; w - s-x,y} k ctwvvY >x "fi*'+ a*M° rok +".V i�� .J'f'K 7 `t` X.+n'��'•"'E '`.aan rvvw.wr ( 5'Sx? � h .,,Cx,.�,n<.. xs. .„a•n'�',. ,.�v�;,�f.5..4 .,xa.,.....�rr.:-.< wS:,a, w.a, `". 17:00 9 37 17 42 } t/y{�` g-�. w ��. t '�,. { \... .,�v} ,�.3.y sS as f,.+, � t.�v. .; �a�. wry: m�, ^z fa^�,.^: � ��,a,: ��v}.-*c -to- .n�tr,*va*. ''e,'•. ll 15 'ay, ''° 21 av`i °Yt`47G7 �'. { 'C t d "•��„ � s.sC�.�� X�. °..„has i{ v<ai,{,.`ti`v p's2 ro'^C-`"{"»,, '�', }.a 0 ro a.�*r� i N� �•,3`. r�r..+';,,., } �.;•..v..u;:. .�r�...ev.v.�.,.,.,::V.....n»,{ .a.. ,'}...,.{,.,.; .„,..,...,rry r,`•x..., 4 ,n..... ,-.,n. .v..a,.w,.*,,.h do.R..,a,h..vX,v'+.. .,ASa.,,st.a.a::.,5*,.. w2,... ,.v,,,07:34....:. 23 32 �y 28 43 a i- sV� a � _:.:. �� nr .r'�,i't'� �r of ,�}.��` � }� ... � C1{�'....f} i.S`;�� v ti fiY 3� ...:y r�� fi. �' 'fi4�'?'h'ktr •j � v.}tw,,, a� < a ..:,.,.+rT.� .:.:: btr.t�.. `:.,.r.• ✓,� >•..s,: � r,,a �''� �, � � . ,w 1 t ti �k,.. 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Sa c S� \ a\ 3}Y 4, .was ...,.r;•. .,.....:,.w.�„ .,,,,..,•r,,.cv. ..,b......a. a,...ro.,:`,.wa.,..,, ,.}A..,..+„w ,{,v,.'2,r.w;t ...^,..,.,.,:':X•.2 -a.,•,,,,,, 10.30 47 15 36 16; r ..r .. ,,: .'rn.r. ,...,. ..ate -> .wf..`�X" 1, . 11,00 81 16 o �t 21 ( * r k :+ a ,aaYx y �e 5 ++, ,�:. w v +�k} � ^•vt s +tea.y'e^a Yt k}.��.�.ty-h.�r. ae v�`,�.v t� +.�°,� tV ��,�,"� �� ..5.,,,,- � 'h .: .�wu r6�Y .,-rr�'vv�s.:`,1'`G' r.rx,~v.�,vtf:.ro4�2,•�c.ve.��.v,m.ti::a'iv'r'o-� aa.,3xv,,,°`5.�,',',��.,v,w•ii.,..,.:^vr. 1{1:3q0 60 12 �3+9 / 8 5`S.. ,ri1 A•`TaIF.,._.a.+,..v.°,1N'"d r�✓..i.JL......_='.'.,.+..r, '.f .. ..vrA' -".e ,'.. .s ."" :-. x gF .r'"�.fi?.K. .: TOW 1113 2149 938 2229 2051 4376 Percent 341% 65.9% 2916% 70.4% 31s9% 66.1° OLUM T' M Tim pap 1 OVA DoWn O=ft Mood was e0 dwa Mu w w MA BIZ w no ULU oku ULU 1b I Alam VAWI 1IV Im 14" =2d 2 :2723 :1030 I= 1040 It"11 AM PH m 2w 12 Ice 102. 64: 164 T9 104 S0 100 i0p 02 127: AM PH OT 170 211 to 145. 130 143 142 170 134 12S 202 1 AM 1" 202 206 212 /00 232: 320 '220 20 2W 300. 2m 220 200 220 214t 2,10 PM f"N e1T 07 00 PIN PH. is 84 0? 112 40: 11M IRA: SAT 1000 1740 $AN 1035 SAT f41 C 104 104: SAT PH OT 140 to SATPN 230: ZD 190 244 220 SUN e300 190 120 1405 "PH Ice me 174 193 09 w"Doz el ffWn Dwaft,Mmd 40 Ones ded on no een4ul W SIRS a" a" AIMEM 1477 2m AM PH G 200 02 102 04 104 m 1p4 121 AM PH OT 1?0 04 140 133 148 142 136 AM PH' 2S0202 e0S 2" 220 30 230 J MP"OT as PM PH so w emorks OAK 4n 0*Wbw w!h ga ae4iaa:4s 11 no no MAkshi AM PH:. ::02: 102" 04: 104 76 104 107: AM PH OT 1Y0 64 140 130 144 142 130 AM PH 29 11M 232 32D :226 240': ,243 PM PH C 01 P14 PH GT M em 1" 07 0a6i1"W� at4Asse'I aiatr+etw1 An dT:. 13t t shki 20 MA SO no gal all 5 1m 2M 1S00 1020 Isis 10P0 Im AMPAC 223: 100 00, 150: IN 52 133 '101 34% AM PH OT 211 170 136 120 2p2 to e4M am AM PH 292 37D, 3W 270 2f m Z* 261: 272 2P0 Pes PH c so 43 11 43 PM PH Dr 01 67 $7 PM PH" gS 112: e0 104 in QO 00:. SAT 1000 1740 1400 1030 T030: SAT PH . 104 104 104: OAT PH OT 140 140 140. SAT Pm 230 22D 100 244 z% 225 d1111 130 :Iwo 12" 1" "a AN PH lie IN 174 Is* IN KEY' Sew 1 MIA S"o (NOW*ft.wa[a ) S0a 2 :Ew Mde Shoo.W44W 144W*s 0n,w 1:. 044$ Twmmm Rwad,1M44" 104wo.on.awwanll Ste 4 Ywd Male Sued;DAW (VWW doom.dlbe ) *A 0 sus aft WNI. ("",p.s,ddw orw $0 0 cow Shed,ftdnow 444Ran,Pa.ddnahul as? eaw54we Nwftyow ("Aam on.d Mall R,dd. 104bm am dK*Erily pan 1:.Wsr Sher, 144t4*a wk 03e10 Shed;w ably SSe 11 V"04" 1444ad dpw 12 F4efneiShut, owdamm at 13 4ldh Shed mmom Is1rd skm d 't mo 14 stwsn* (SWAdons;. 10 MMEM Pry Wed ftftW Iced dmm; Us 10 &%M**t$heal Hlb (Awl dale. Mmk* Tdr dus hwe+wM"ft 111 4daeafaa b"ad en mosorems:dda AEI PH C M O Pad<hwr tAAam wrslw nw wer helAc AM PH OT YmN0 pmk w ova-au MWCM two wwbwb AMPe1 TOW:mm"Plyda.elpaa4AswhftantraAc ..- iMPH,C em"PIN how Now*040 m"Vha& ION"I OT 1�0111dl PO*hW***4ftW PM Poi Tow No_! Wir Ww ombbldk amoom :VAT Te1si dde/aM ewT 4ri nN oo deli. SAT PH OF*how O wedwrIottW "ft owoofto :SAT PH 1Ar Smwfty Piptift hm *&Net nm wv"ft cowidom SAT PH Tdd a.:. "*b"mow 0ww44 ha/1k :S4 �al+ddahle1r111 4ss.evwdal:. ':tlsn: : ks PH:,, Tdd:: Pwis0mr 0vMa141o<s4e kae10c 14 ;: AM ochre aspade wt41a ha 0w+:M► Oft,4 1,w ham tmft mums an0IO&WA MOO dda, C4R4w:w Am wwr Yr de damd tiq vtlop sorblow huemsns Two-Way Stop Control Page 1 of I t TWO-WAY STOP CONTROL SUMMARY General Information Site Information a st NP Iro a on a#n # rter t?rrveen a coon Perfbmied1 a ' Year Ti l eri P atr i-trarrr 'ect IG Dun,*, estStreet Enbwm DrW :ForMouthStreet Math t rrtersaction Orlentaton, 19to rah ISty4y Period rs 1.00 ehMe Volumes and,agL� lls "or Sueet hiorltrbound Souithbound nt 1 2 - 4 S 5 L T R L T R olume 57 27 0 0 m 78 eek-Hour Faclor. PHF p 93 0.93 0.93 0.93 0.93 0.93= ou Flow Rate,HFR 61 265 0 0 284 83 eroent HeM Vehicles - 0 ran Type Oxftlded Channalized 0 C nos 0 1 0 0 1 0 n uration LT TR tream Signal 0' 0 inor Stmet Westbound Emftund ovement 7`` 9 10 11 12 L T R L T F of 0 +0 0 0 0 0 e k-Horan F22tr PHF 0.93 0 93 0 #�9 f Oa au Flog Rate, HFR 0 _ 0 0 0 0 1 0 ercent t22mvehides 0 0 0 0 0 0 ercent Grade ) 0` 0 Flared Approach N N Storage 0 0 T Ganneed 0 0 nos 0 0, 0 0 0 0 onfr uration la Queue Lenaft and Level of Service roach NS SB and and ovemmnt 1 8 9 10 11 12 Configuration LT (Vph) 61 (m)(yph) 1203 1c 0.05 5%queue length 0.16 ntrol Delay 82 QS proach Delay proach LGS = - `CS200d ' Copyliaht 0 MM Univcnnyoer dm,AU Rights Rescrved ion 4.1 file://C:\Documents and SettingsVeff Peehul s l 'ngATemp kl IF.tmp 1/'200 Two-Way Stop Control Page I of 2 TWO-WAY STOP CONTROL SUMMARY General Infommiflon Site Information alyst ritemeclion Vain"Shiet at Exit Site jo emc' 01 en 2. knsdi - ; I r P)2005 01 Pe Year c [ate Perfixffied EIPM a :I 005 ear 5 ab�Lis Time Period Peak HoLw ro ad ji -I roject ID GaW warn Dunkin Donuts ast/West Street Exit Ddye Torth/South Street: Main Street nterseclion Orientation: Period Mrs): LOO hicle Volumes and Adjustments &or Sheet Northbound Southbound overnent 1 2 3 4 5 6 L T R L T R lume 0 247 0 0 285 0 k-Hour Factor,PHF 0.93 a93 0.93 0.93 a93 0.93 u�y Flow Rate, HFR 0 1 265 1 0 0 284 1 0 rcent H!m Vehicles 0 0 — — edian Type UmfiWded annefized 0 0 rise 0 1 0 0 1 0 on uration T T am Signal 0 1 0 inorStreet Westbound Eastbound ovement 7 a 9 10 11 12 L T R L T R plume 0 0 0 57 0 78 ek-Hour Factor, PHF 0.93 a93 a93 0.93 0.93 0.93 urly Flow Rate,HFR> 0 0 1 0 61 0 1 83 rcent H2=Vehicles 0 0 0 0 1 0 0 reent Grade (%) 0 0 lared Approach N N Storage 0 0 Channefted 0 0 nes 0 0 0 1 0 1 rift uration L F- I R Queue Length,and Level of Service proach NB SB Westbound Eastbound ovement E 4 7 a 9 10 11 12 ne Confturabon L R (vph) 61 83 (m) (vph) 500 760 0.12 0.11 '2 queue length 0.42 0.37 rftl Delay os V13.2 10.3 roach Delay 11.5 proach LOS 8 Copyfi&0 2M Vnivcnity of Florida,All Rights Reserved Version 4.1 file://C:\Documents and Settings\Jeff Pechulis\Local Settings\Ternp\u2kI3C.trnp 831/2005 Two-Way Stop Control Page I of 1 TWO-WAY STOP CONTROL SUMMARY a P rite orr in t at Enter Drim e P ri di l' . Year a Is Time�►eriod Hr�t ro`e�t I Dunkin Donuts Mastffilest Street Enhww Ddve NodhMouth Street Maims Sheet memection Orientation: Period rs : 1.00 +chicle Volunm and Adjustments or Street Northbound Southtaound ogroment 1 2 3 d 5 6 L "T R L T R olume W 548 0 0 175 334 eak4iour Factor,P"HF 0.94 0.94 0.94 0.940.94 0. bw ,HFR 93 W2 0 0 f e t tLmm Vehicles 0. 0 —. edln T T hanbad a. 0 n 0 1 0 0 1 0 n urabon LT TR eam Si nal 0 0 lnor street Westbound Eastbound ovement 78 9 10 11 12 L T R L 't R olurne 0 0 0 0 0 0 eak-Hour Factor. RHF 0.94 0.94 0.94 0.94 094 094 ou Flow Rate,HFR 0 0 0 0 0 0 e t H Vehides 0 0 0 t? 0 ercent G ) 0 0 red ch N N stonme 0 0 h nnel"ized 0 0 nes 0 0 0 0 0 0 on�i a on Qlu+eue Lengft,and Level of Service roa+d� NB SB Westbound Eastbound ovemerrt 1 4 7 5 9 10 11 12 ne Configuration LT (Vph) 9' (m) Vph 1359 t� 0.07 5%queue length 0.2 l Delay 7:8 A rpproach lay LO 11020001 m Copyright 0 ZW Univeasity of RorW All Rights Rcmvicd Vrasioo 4.1 file.//C, ments and Settings\Jaf"Peehul s ngs\Temp\ 2kl IF.tmp 3I/2005 Two-Way 'Strip Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY Generalt i+anSite Informagon ntr: n at EW Site Fab, Perfo UP200is cb0Year TI PeriodHors ro+ed It}, Durddn t7ortuts ast est t: Exit Drive ortt Ruth Sbeet Main Sfteet me on 4rter>taton: Norert#t Period r5 : 1,00 ehicia Volumes and &djustmerft a'or Streedt Northbound Southbound ove nt 1 2 3 4 5 6 L T R L T R plume o 548 0 0 175 0 k Holur Fedor,PI•II= OL94044 0 94 0.94 94 tt 94 OuRate,HFR o 502 0 0 186 0 e t He=Vehi 0 o ian T TChannefized Q 0 n U 1 0 0 1' D ntruration T T e__ Si nal 1 U 0 nor Street and Easffmnd ove ment 7 8 8 10 11; 12 L T R L T R olume 0 0 0 W 0 34 oak-Hour Fedor,PHF 0.94a 94 0.94 0.94 0.94 0.94 u Flow Rafe,HFR 0 0 0 93 0 36 nt Vehlckm o B 0 +d o ercent Grade 0 red Approach N N SIOM09 0 f Channefized 0 4 nos U o Q 1 0 1 onfiguration L R la Queue Length,and Level of Service proach NB SB Westbound Eastbound ove nit 1 4, 7 8 8 18 11 12' ne nfigurabon L R tvph 3 m 373 861 1c ! 0.04 queue lepp 0 0.13 1 Delay 17. 9.4 C A oh Delay 15.5 prc soh L0S Copyti&0 2000 Vaiv 4 of Flaids,All Rights Rmxvod Version 4.1 file://CADocuments and Setttings effPeo utis\Lc l .ngslTemp\u2k11F. /31/2005 lei tL.; r ". �s, a� xs �, ��n 4 �i a I,y, �; � � �' �. ,>> � � i,!; � �; 4 y � � �e 9; , � �, �� $ � � ¢ ��b� � a� it. �� s .�a =k �Y �. � § �€ , a �{ � } "? rt {j& , �� a � i�=` $fa �� , �� ,� ,�� ai, �` � 4,B' �§ & � � �' �,. �s �`�� , � � ,, `` �: � „�,t Y. f��y� w. ��F�l�� l� J � ti h � � Y:: � �� e gip' ti, ;`'. �r do b fit„ i� �� w �. ��. � � � f �` a "� �} 4. ,' r� � ti kt }' r 3 y�� f,.�`. V IVY �` tl F�i.,wW �'Y 'v 4 P b �t � k� � � �` V� f �{ \... e�. �.. .. .. lot of time and effort working so you can enjoy Ye diversions, `hat might mean spending time in your wood shod � r tinkering with your car coltection, It rnight mean storing t and maintaining boat, RV or your fleet of snowmobites,,or it Might k z just mean hanging out in your personal rec./entertainment raoorn,Whatever it mesas to you, K it means you Wean a building,consider a Lester building! � an From large to smalt,simple to well-appointed, r nester building jUSt waitiq to help sustain and improve your active lifestyle! T , lit, OVIC a d ', a.b. '+c.,i R"C t t Uncompromising Quality nd Unsurpassed Value are (l 19S t Y., yew u A, Lester Buildings has been meeting the w i 4 c `s"torii t ildirr ri a of the er€ca".r"� w u in the - � i t.aur3 par"e tad tart"t"r§atig Sk"MtuITIS iR 10.000 buildings dotting the arstfscape. � .� .tu t tts Na �. tourtftru ands°iutr u�as,t sect�ua,"' Lester has qu"uiefl'y°put together str'Y' � ,�err d 't„.� � G,fifferair`ttu t+t".��`�,"iEtrple, NX,)LI Ii °W Y �,." t,a�a r`e,artfrrt�� *�" tt`t'r`k !r'8 �u`�uR�"�E uursrrs�stche field performance record ut t'�� srutm�� t n Turtr fires arelaid flat on t ,ip of the uu-urftustrt,This could usrriyy be t Up sits uw tits tr"tus as" tftr°�u ru uuiu^tf tu'u, f�ii�r. accomplished through at 4wu r9Cf[r nails.,H- not as stttr�a,t is s'r`r.nvs� ucuuauri,u-narnu iit is ir�rsu rt-.ui1s,grit.e commitment to engineering raaiianc miss their ivt,ar. (the tf tusrf ..", and top quality materials and technology t;"u into nurtiting, but ah" uoduc'irrti4 ararsi u�sau°afi Sri t"u�'t.is, .�*,t�t`fittri��3tt��^+are differ y,•uri"r } Right away,the difference between ��Q4n��tls�s4 � �� the t-assvrut' Uni-Tt'an irrut-i'rrr Laster fsuiiEtsyss and rstfuats stands runt:.. � � pocket"sssten'i sire"ails used on iurt"rr-stustctturisstthetas swatstcu For instance,while others use nails for de aluuir aii economical but equatir �" s SnIrdIN,s str,r for SnIarfi�r fastening su its ai& atsu ``rsr roof steelr.rf usu'fuw ru fur.ririts f, ste fsturtriirru.<,r. tsais to rsr�tarn ftarust .Laster ,. o ,+u., long ye y w �ry F t ise res uiu was this caatrtu��rdon continues� ur to gand proven n practice � � 's 4" 4 ti ` � screw"+ connects ° 1 r. t aua,uaa� i� s�ats�ta�u n��,n,u:.�package. "Es. �,�,.u. riuu€� .wrrrsruts sc��t,ts;, uMsisrcis, rather tfsaru ivayhrs the of uisurs high quality, color-matched the Town Country,uses a fsu"ur in,trfrss exact center sort Mira t"tu.,uss a full 2-f,. 4`1 fuu,ur'iir'us fiat$ i" u�tu"uru s 'wtruu rife rra, ,galvanized screwfastenerson'tfta' Tstrt ass' a strt`ingger raletut i, tnta e coriu�e tuuarr tfuau features a hefty ,"s r ua�, his precision placement at verb , Lia�tt strtst,tur'aerurh its factory- entire tr"t.uctur or superior r overallstr washer tfat a stus through�gr aconnection throughout� the roof syst e rr rnachned (centeved over ff 't rssr bwlding iate nit , factory rtintrfa'ey fite tt the�utsr,. rrt�rt�Stt �tr�-� aru� ,fir� E. titr su rsss atst .eau i its ftiztd of"atleritibir"r to derail means unpr ,cede steel stuentith and i�r�t�sua u.r�;us�uitsafi i Take the Stress Out of Your Building Decisions! W €th thr hits and nea 15 t` ESTE" p rta()Yr,g trusU ,s rdr'ad the aearr'asber" wndependent,locally-owned ter and � q a aaarrFaa'4 id t s.at,arer ,«.,,. t factory reps, your own Lester btAding its And naae always close at hand And eats on the rtNEMS Welcome to Online Lester Building icing! re",>a r ' , tee 3(�-',+ µ, ^�,�§r�,.tl C t E + . :. �'t�§"5!el doo! Teats ��+'�n�:,'v tause 4.�'4.`st t i,.Y"1 e s u tadaar tt<"". •`` rar13?. 'ir,qar? t'ar' t.`',r"a' T,ir r"arara look ra, rra buddhit, r-sate"ar the most innovative, t rasurr r- riendtr on rr,".t sr("?ZYI ra ' bwf&ng purchaseprocess, Rsut!'Met First, L st r aFl 6 R the industry First , Via . ... «� „t online pricing websit ',ailows ycw to conveniendy brt)wse,customize and price aH sorts of Lester suburf:°rare and equestrian ............... e- packages 24/7 in the comfort of your home or off ice „,y „rpricing ,�?.' t,Ck�4.B@5"i:,v online :fie �. ",n,,, t. tk 1�3.rt ft.�?..1s✓ 5 .�;- 3 t. #�'�. , ��,c,.. ,,. .r ",, ;' .:...„ �' _+, ,+� w�:. ,.."a �a t- �ta&� ts�,�,,: "� at'Ct,t.. , F -:.� r4 rt,i Lesterd$ateFweb °kC„s. 3t}s as av{` nC � 1 " \ � t r a + y 3 x w R v a . i+ kin i A 4 s 3 M 2 } S, Mn � *a 3 a } Y vT a U i t S a t 2 r v 2r Syr r y2 +.... `� ;�"'•". `;" `�`.,x ,� :...,, �; + t� it 2 t a �� Y 3 4 �r l $, Y indu trt t rrr°benefits -Three functions m rare a �.{ customer drawings *Fart,often n immediate,building rtrrotes *'Pre-order building voua[iz tion ,Quick(esponse t sign b and price changes 2 k *'Building sign seamed o ,2 crusting Lester standards Secondly, e t r s l prove; an CiUSive Don't Idea the(ocation'n you've rhosi, n for t T �ti design and pricing software prograrn it doors and instovvs;r No rr"rlrl err relocate 3 the trltim t *c u for er service toso fin the, Them and take another r Io lr°k Behir-rd the building industry. With ureter direct rriput; emcees. berry designs, rt nears neers and pricesr your Lester dent r or rep can k,;se irrr rrrr'to your Casten using the most cost µ ttirri rrt j2f t' literally bring your I.r ilding to€€f ="rear configuration, No other company provides screen"before your eyes with"isometric, the trio€t to demystify the building uyin t,rtl t adding,elevation area floor plan vipvvs, process like Lester Buildings, r" Buildings Your Way'. F f, . r'.rr s,.,w b ttdc i,"tg ot'k,>r...ati €wally`, Lester uil ngs feat�"r° monaliy stamp your own, for`y4our earl f Leste � tandaard widonet F k e¢ sq � tf+d t r"ha,ve 4,ve I7i;t x , 1 t1 5+a r Y a t tar6t� bay spacing options,a,multiple w r"rvr.u @rr'�.w standards traa=da Cn your budding- rf rc h2ir kits)crr doors to h".. Iis,orblend` . ei,krr,5r 4t i'r,+R1 R'fi irna„ 14 ' porchand more,Our flexible dtr` t"':@aa"F"4krrrr,'ft lrterrl'3y rr rspr r`e,,,;a'rw` { framing sinter don't force you tea into your building's overaU ccrfor scheme! u oh�aristr,falkkR� ttr"<rartarra"ii aiefi`' ist`ra'rtis'r�t` ; conform to any r did y f doing Custom colors also available, foul a°x<'r'i€e"?"�, �,. Ftazt`¢ Pe,is'r"r'¢"'at �. s n fr- wr t t raf gta>t"wplt-,nisi L.w'wret ant'i Oze btrsir9ess" nd knowmg it's rr vital But it doesn't stop there, Now,ther s no 164-ea t't t + i to idtael r. Tht,,Iv lfvc consideration,Lester buildiqs feature need to settle for just a handful of color : Cooi wk,,r�"tart x"iept E C 5q°>='.aR,i.r'. cfe*.>�E,nty�: an", nlerzscr r, it rfre b0Un6 exterior finish options,; choices for r it and` windcows, ,a s53'kernr a"t a. atria 'eriafraiv rare sf?i`,f`.br,(rltfrtigs, . 3 k gldi t ont s�,n-1. .€< h r er O RCt, tr�rld With fester uilrfrn ns' ex ltdsiv window i p �ait{tr szedti,. wk„v u � �,,i(tt's r! ai k�q ,�t as:r�. rfrarr � i ` E f "rt e1 s9 "p and ire 3wa i bh set t i t t r an r. a .ea t d , x # , ttWrt" �" rlt $r �Yand door tror opons,you an Mr ra rr , s e roofing to wood,vinyl,brick, stucco.or v= rrrrr nearly every elerrient of options, yourrr F P rE` ^ S r a w it other r ykp�r� trf op i^ns,a eh builds with se, in fact, you hake up t a a�.��r.i`wn i,w�,sa�a.0 t,ly i, t. .rs a..., aan add-on accessorr .you can st of w s r ant si to r s fifteen color options A�s chart)ficr r~k_tr?s <➢,,'tors ava iahte ism ?va t.rt tnri'� a{lr„i��'�>��t,; 41t�z�� ' a white m Pebble Beige Sandstone Rawhide Clay Pewter Gray Earth Brown Sara Red I Evergreen Stets Blue Dark Blue Anti quo Brown Black Quaker Gray Burgundy Brate White i .B wr A A A U t ,k .,.. �a tC' s. ,zWXt? 5rt vnw w; iY0'3Y4�b¢ �� t q ?J D. i On the nside, its no different-For year irrfilcat�arii,' th-v lo, +t/w around t,omfort and func'tionakty, it harry and m,.n,a"xk`c) to beat L esters Oter'rot rsisui t amiss wr`€`r,a,ra a'rmas '. E r,tr3�a+,��d i &"e,t,3y system,And if tour amid'work generates ct haartrie" it it"i18 i r i nel" wtz °`k' sus € i ri artFl , � i" tot traf,noise,t t rx s acoustic steel panel � � wr u,,� A the",:wt.,i�,aw ifI¢Y r,vea�` 4 1 rr: is a great htr tr trYtri" %tt di 'queilit3 ii'cw as rm r'r'th] a true comparison,ris o standard Lester � � �8andv I trCY xysat w l trio v asvi 11 '`i building design verrtr5 others w 4i reveal eal I. it"r, 'Nr 's a tiF ttt r"t',wrtt ak i' a;3 that nth for inch, t you stt i'� err . t t r ii tis2 t z r in r; r�.., ii r �F# te, t &�r �t4i�,�fg41y r tttt't i,+t rt x.¢ t� r.tr �?drPlt,.S{r'� it Pt is@ options�"rid .:,. :,: <;.> ..,, „. ..,., '. ;; � i s t ' s ,T�, p �'µ" ,$ y.a`.a,..�`d lb .� � +�d�..'h�5". u.�.^�$k,�.Sd.u+t3 a � h,nrex`v,Ux ',� t might need the result is a bui(&n that 4 „ z; � .. '^�..,; rit tai$.�t: �"30'ia'7fi. 37Pt"i t i. i R3 ti 4�gr4' x 1 h it 1 b � is t,r.,tS`ri"w'.i r�`r ttrisw ,rrrii.` t"¢i�r°w rrs�rs x'rri value Y�i � of{ rr�sr. T.. } �� a ,. + 2 tr , ittwbit`i a'h t'a.,;"'K,wtk yc� 6 ..: ,'. Y .,{,,r ,.' 'T,,"� .<, .•' i t3 i,q r"S'ra xi ,i i.`",rYw.,i d. r f` l Ah � tM + n w f >l 1 t t k Stable, Strong and Here for the Long Haul 14''hn, alia"a I biry a .a.,a"ka:er? ` structural integrity c.,rF .ester Warranty hi hhgh s irrclu& ts� r � pata.'' rakaai rc."a'`aaa7 a.ara' si itclings has always atood apart from the Le ter's(Standard) Uni,Ribl ttee`siding and roofing panel, el, aaataa'"6a.aa st'r°a:da:'ttaraaa r 11glIt rat8°ars. But ;f and when Orc:tasnrtr°rt: t - Faint Chalk tare: 0 years graduated Jaa�r"thu"', s..aast F:a cal 'for it,you'U enjoy the peace of mind — Cracking Checking ehn 30 years of Lest r°%, r anufactrrrarr"s warranty"' .,��,. Snow Load Damage:Lifetime for snow toads not exceeding;design r requirements, the w rraarrty that sets the industry Wind Load Damage:mage: Lifetime frrr wmd loads not excee&ng design requiren'irrats standard,rd, Preservative Treated Wood t4rrh.=ns'.:50 years �aa t t�aa „ a � k 6 )t e• ", yY k I 1 I tth 3 t 1 k r d t e a'n t� 3s The Things That Make a Lester Your Best Opti"on Design Consultation,B s,d s the helpfu Wide Variety of Options Availa6le.Fait High Performance Building Systems,, 4?as b'`i�,tiP" s,t,•wr , ,^ x ire st r,s t assic wags au�i°1 LAt`tt€�"tia your fester a tavi r your persona! stamp v?ou yvtk3Ram 3�� .S,�€, �. � b d t'bsiita'a nil r=,�`n �,r4,h1,€ ht s �r(' ; "�W�:i y Fd,, ,�.,x y,.9;� C 1 ,. s' �� ^r`t�' s 2'� *t.t�4`�� :. � ;t�:� Bfi, ,.sR t. v e ; tPt�`tC7E"��F9��t; t�provide,y' vi�� t � dt the isi %� accessories�°t ,�r� � t�tc?� &.i,.i,s ��r$�"4a t�.�� Xt.t tat..t,a �,.��"� �."tattti`�:r�r�^ir,ritiF tai.'ri , t 'rtlt. receive professional drawings and pricing (atXt add v �.0 aid functionality to you thetthee r Townn &Country syst m offers i:ii .tt 'ii t promptly ptly thanks to Improv,the hndus ry s structuret xco"Re t atmaH buRding �iisi�+ � it �s t.iik��'r'e: �"€``i a had a, prat � e economya cka � tit rttartrit r s:rinP nt"'ias since the most advanced+ 1i"E.a"ti"i trw€ ii"1t Custom Window and Door Trim Colors, brrrldin, u us ui tip," Design FteNl w Have it your way with color coor in t4sin, i'j Ctrs various bay spacings,gs,f st4 ndation isy t'rns, s`lt roof ic�tches and porch configurations, Unequaled Structural Integrity.Lester uninatched fiekJ performance and as ,, t ...,. a:r Features That Put Your Stamp on Your Building... kipola t F your brAditig off w a,a atafra€w, Uni-RiVAcoustical SteeC Panels Wh €, e,_Ay e t,,+ J and 4rvat toniat aperla y h. you have a o rtcr,n about mten"cr t.taasre 8 �Ai daEt.: 5 af..`tt'"iat�rt n.a" srraa tws, ntgx.,ww^,=;c a r,#e$xatixre o, ;,$ c.,wxn,at.o ,.hm popular op€rh?r4 The.3. vx additp'ro..t`M „e*5 tft;at>cin all ran be t,r�.�.,„�r.:.: r �S s h €c>aw sound ea pass t r;tk a ar; x r K to aa;LP, awal-4 the rest cif toourqtro(ture, absnibrdfix, w riat4tttt'ara.'at hi at ltit3ah' l?chat«entzr t , r". � ws..i.. �;? ay:r4aa.to�rata.; t � �..,errs. �r,a w * ' 4 b have a laaaxti+ea €r) ` Vented Ovens&, &Many~.cor d rat, Insulated Uti€ System, .r at u k v.w s3; 3at e"utter, io be ease n iat sitars it works,t^rs t f �, � weS r;a,is,a€?erg€«=ar r>g trc ;Orat keepk,,yotar M A sx gro t ti qt,r ¢ with rive t.t�aFfaF;..rI;Jus vented rid? t rnaxtrn tat„ }sr:{n, � � '�1d 'r .re ^'1�• r r b ttP�t, tar.lx,,rssF.t.,l�a .aE.t,; t" t+..%s.wr'i ta'a:' ram,r k€..ear ! °ats.rr ei.Tr>c€,:Pr,a a.i �=tar �y a bu.[�a ungsa ear..aes,.nd atr or .Aa.6on,I'N--.; str€�il� " ha, ��t t't'a'aat'tart`, fit."o Ruh, ^ � �t trr; �trt�,star 3 r^a 4atsttraaratz,ra=xartct z t` l as r;a a it rr,atUral a t°€C s'rt r av€deS e,iflS a tlisr,rt�noe t � t r tt,arrrr f.rt ass^aka: env x ai t"Vah,a Y"BPr,erp a'2tat`tata'd c't'ak„t ,pecaax le ores tt`&'`a.rk 'tvir h .. Continuous Ridge Ventitatcrr A e`eat`r � �, Insulated Wet d err. rerr dui waN �r, @apt€ vvah yew eeratrtdaCatta Redaaeaaaat a �?srx ter€`a s €akt �r�w e€c ra a�. t *ud- r.w dur,:,t the€rrarrr,„raax.rr and edkxu�o ?,arvtt.aeta`,u e^ata,,- Pena as iabta tst whr ,5.t«_.swu,,,ss tr, s coide ,r on't',a. .,. F ;i MAVi1^ae„ v,cditcr5 l."de.)r and E aar a t g,forr fats,coit.b , .,rdlinariw with,,,,ou bunWhng, tr e, as�,ratta Shutters-Ca r r`r a he trook o: r ,; dte.a; Overhead Doom t orn smipie garagp,5 tc, vW th Vs to,,F-:i a>,.np ttetP ,dut,als..i. , NOR, ; � ed 1:g wat4d s cjo al'no s from, j„a :n f ti I.t eB „ wu steei saae€ tan, p«a� doorst, a€ crt is fivf fuO tto.yi r coordmakivoTt t 1$ c' , t t` a: k i Steel of Brick Etta axt ,fic k c,l l6d64gDoors- 'ter c "f isatiaa4 irand,",s�,t,aat„a.ctx ca,„err�: are not err} StY�rs�r Asa€t a$:,� ,,. � brawny wt•a.rtta lh.a:>~x crn a ma Pa,€o'v of ,help tarote,lt the lmvw areas of atra o x,€ rsa � t r 5 .afar a wfde, 'itNch are.anti at vuhierad,-Ait to damage „aY i ed' And Ensure Long-Term Value'. Galvinized Screw Fasteners(Standard drr ��9u,, o Premium Value Stalls D nq, mJoed .f rhYe Roof and Sidewalk),xlk) fee rr ear ?10 ,vay t e r b i -r,a e aH vour rieedr, o a .s � prod de a.kr.ere sY p 1H<d.t t;s, ,s;' e Skr€.r««, Tit Y rtai,°'E i Unor aesthet mpfe art t e, t,r hardened., 'a_„ .sas.r�, nva R�¢bs t,a.,.sa Tie arw� R a�d. try s � ,�ts.S a. i4T ,.,, ea`as.s; (rae 1~.' a9'.2 rc`sii �'..-ex &s.a'is t,..,t,.a# e?.., e,^,.. c @ ov,i.,r,„.vs,e,a.: in Availa,:Oe m ai,Le ite" el"x."I,,t €tP'ft,�ky qRP€e`f7 itY Ista did n f if t , � t? tr�t e e rr� �;,t'dr`rtk"f� sf t"sad`=r2dads2 d3itslee dt9daRtddrt� s,d.S,rtst,sd,lyd tk bosedd r,rt, r xttr t3rr �s Y,tr ,ee=t r a,sa.rt.x:�tc xtr�.eu ws�rMIS Raat�taa or Rrcarrd €ster ) 't+`Y"+trst,tW 3fr�swt�a>r.. sirrat,e,.ar"tT$T ,rCt -ewr.ieiarr,,;,a a'srrt` g it €,.,ha xa,�;Ters rsst`�et,e .tits.,>,3c uF, 3rstt,.$ ,i?a te.sR e <Te Qx d+ (tS ° ' b€2 ) +PE¢ P d.r.r'd`fl."dr a TF'ke d'tf=a"t s d#S da/1 admit,dv s.drss as trtd.rder bu ading wah nri, r tt+a ,r.. =r rd'dt=sr�,e.g�€s alwa�atu a�srex l9? s o+7Tr;� 'tag`tt`ddt'a"s"rttl k€sd.tr xT..rrdto,�+k a #_ E, €�'w`C [�1'L r°s 1' e>•,rk;*{r,?YFt.1;..`+t i d'i#a i'tk4 _r ete�w'ts suP v,i�as> fr`d cntr"' d,�rd rtr#r.„ h t.nu rt',s, B,nh, .5 _. 4`t'ta.`t dasff s..'tk..tad`ands'1�`atts.�tTf3", t�`t;"s�, �aT.' z Move,Comptete Building Color cord rostra �;, t . Flexible arch raft rrrstr s.Lester buildings; art-,tree Y plexise d'ami excired In, Will-,Le of exchusY ve'Y,r Toni s..d d m'sOOr th ,tkt! S� eve,r�., rlexsn,,,€tt evh s l+' ;e�"' r,r trtxaala e..ta+tt.afd''ttY fsddteiftchr¢g \ 4 t s�s)t{ie ,z ^� k c Tk. aqa, T*.-�;a:'a� „w,�J'.v ,..r.�E„1,.Y ti?j :.�y,.. � t Y.,1�:Ek t+:..L}$")P`Y 3"i R F4�'tes ,.°.'t::`tY# �: r p Storage .�.�;x Z ever rr�,� ,„e..i a,.�;r ��rt rdtla � d s�rY�l:rvap-areer,trd vas i us,c ,lasdi[ sr in tor�dg sd,du dP.}u d e, 9k.enhn b" ,atE d[lt e'eYenfk, Y�,..,,r � t..S pij cr,�,`dice t i d:. .,e;r .xxpor sc,iern �� i4�.: � O5; fi;Tdlasa+T; rtd.t's° dlt' ft? aadak{saws L..'str,`,i' Bdt%a't.arrdt.,,t dr.ar., tsfdT drat r k,tv, ,fs`std`,dst�$Y�,t3`tf tz$a ` tse Alt aural,.Colors No . vielxbl .t ,..,..t,dasrd= , r. Pori Fdllma nDesign ti rax ,rmr u,r nd, ., . ,. ,-. ort.t t 101 t`,idtdd E.d',l ifsa tear d"ta.esssda"dt°s'tttTdp tar ,.�..,':;3 s .,4',�izr Cdts:�,t y„�:,w a,�E°'�t.. .. e;�y� � � � s t e�z�e s,.'s urs t ila, �. �ise t4. �"?e€t '�lte 3�"err.,.'.,.a , s r s,T., �, ,>..,�.. , �.0 :�a<r. ,i �d.a; s...,s. rsa,,t� ,s.Mea >n Y �e ._ e....d, ,i y ,',,, gr,trtst..f f'^rs >rt`ti aft Y i¢ sire ar $a d s ,,� � a,der attic w fie.. B t.a d a i fa s.,.,,,t " '��,.. � .,k ` ..,.,;�.. �v. 5 h,.ail uY t��'�if.„, .�tx ta,.�at&s'^�,.�,ifc3 z+,.ea.C,Es c,z tiaes.a�. ,.a�,.,, G y <. 5 t,y.> iH be x�„i,. r .rs its tt %a;,to-tar"dart a1r`e trt �. � � raxd`d.�tr,,atsut rt r� r3� Less .a cs.r: t, ,. xr,.rr .a. v, i*rrR$T truddarg,risdvcmg energy .;a SR'a`.. . ,,, x �. '.etFtd.fesdesfi+° in rt efi ersr;tfidt"sadTda`.ait rr.'f. muttipte Roof Pitches sor i' Supprissy Building, y°ng Expvfenc a&,no,,t�., n ,,udser s iP�, r ,�asa�„ e�,v�s dMf �rr x,dt- .,t.e rjosr de,3ryzrrt,t ,e, tt,Y r e,t,ts�'<r,,.'gut , „ ' „i Ys a s,e,,.�s of p?d,T r T x.,s ps a ,q y<,u Lester and prtt ,ayeTea Vista '.` t b ..tn& sjnbse,?r.n,b.oih,'-: W trl ti`clui ! Puz' desired root us r, F;td c rt d_t_ x' 121 oui ,idepenae t S+sser, �.drr r or sT c„dn brm-,, rds aectzatwtix4., t rr5>td."sT a, t,cko- ,,t es iadrl.� a�Sr rTB.tr(f¢r e at,i4¢ ,z girt,wit�,�.dT`��,'a�ar screen._a,a,rerWy'pia y engineered,,.i.'C d as°vi ,�,2 „e , t,'# .;.ids rh,S�aa Y�T,et, ,d �Ai�,tlxE.3 ks '1re " aa&—.tr;,w. 4 Available from the Rockies .': to the Eastern Seaboard' MT OR 10 From garages to large shops and basically appointedto "Necked,outm there`s a Lester building that can fit your NVrf. 11fistyle inside of M Start n a tins your local,CA independerit Lester dealer or factor-direct rep today! OK AZ 14M AR Ids AL x LA rv.... rr hai a gmear r'n-r-crag ar r,,!m(b lvw'Irr ve. Kiep a; tip die r,°rrr° t." r lM infololesterbuddings.com i ' Regional r Centers u. s_... �..._. __. MaO&Western Region Office Central Region 0-ffice Easterne � �,�,�a� q�,��e..,��,tia .:aw � , ,' 1 T 38 S �. r 4 44{1 � 1111 2nd Avenue South 890 West State Street 7 oodbin Road mr, „V..wmu av s''n .. = a Lester Prairie„ MN 55354 Chart str rr: IL 61920 Clear Brook,VA 22624 k"ov u'id p prhi,ed 7 0-7 -7 Si i 17- -7 7 - : - 1 7 1,00 S f,e V,q r i t df.r rr.em N,LI, Vorr,,HVtt S.Y5 r . ,..... „ i rew WW or e er Topo l SAO 5. x r 7 t a+ ak C y ,r_�,-h, +xs��.$t'�s � 4�x#'+t.e✓°' '.; ; y"":" �� w..��' �C�,. .F S'�`t-' �� r�y�-f � '� f �,' , , at W�� v s•a•z, "�' �� z a e "E x � .'Pe rr"�*--M'."� ` *a to *+^.� t�' � � c 124 �r"t'" • x ", !J�'' S. -:. ,rf at,� k- `g4 :V ywf�'��v�' .; s' `��':a F �j .;-.�� " fir•'y r >.. 'f -. ' -.. - S :s :a �},;: �++�`� .'�t�"✓ry`'a•� �+� r: �h� x��"� d3 e r'� z ,�. r',�`� r x.:.f _ : ryj r u s+"Tt+* a 2 dayk 5Ir �1 A "'4 �•',t kk'F � �r. ,?i cf xs E Z F*r„+5.., �.� � t,:�5A, hwn k s t - .. .s s s"1 K f.. �`: ..-ram fir . m.5',;„ t n,r�:z a,.t• i5�,`'M, at<^n.4 r- r, +, 's{..,L}'. '� S. �' , y v kx xr C)aG2 L15 SLfiCCi4 KC 5 . ft 4r 2004 DaLorm Tapp USAF;5.0. 0 400 1200 i6W 2000' MN(I 4A` Locus Drawrigg 2007 Tits i it i a i ■ ■ ■ a a i a i i i ■ i 5 ■ ■ i i i Awk Existing it i op'-n d of-*%I s . . . a 0 a a 0 a a a a a a 4 a a 0 0 0 a 12 , £!� !; wela #fit 'Pa^^ 3 i i i ■ i ■ ■ ■ ■ ■ ■ i ■ i ■ ■ ■ i ■ ■ ■ ■ ` r'w Y o.3593 Sitt-a Layout Pwlal--ul 0 a a a a 9 8 A a a 11 0 a X a 0 It 0 a a a 1 0 4 Al. Uradling :& ,UtilitiesON& _. ■ ■ - 1%^ Wl% LandsUCLpll*-%lq-g ■�■� a Names FMVISIONS . i. ECOTEc IR . ■SAL I INICIS D"" EAC-ai7 IVIL ENGINEERING +� LAND SURVEYS , � ■ i i i ■ ■ ■ r r ■ ■ r ■ 180 Denslow Road * P.O. Box 188 East Longmeadow, MA 6028 P. 413 625 . 67 E.41 . 525 . 3582 E. ecoteeginetmailatt.net s Opp .r nlf r Jean W.Farr& to Laurie Ann Gahm (Trustees) Bk.9r72 Pg. 15 0*0 Roar 7' White fte Trees 326ZPIN � 34 /0110'L :iPB. y �.� hy_�+� of : : ... w. , ... .. .. ... , 21 .% . } ��CIS1`Ir1 • . : .., . " • - - .' • .- . , • : . ;. _ �. . • 4�Ifs�1: 5.95i Limit of 100 ft .' :, , _ _ �,, . . . » , . , , , ., ; . .° . -. : _-, '. � Inv: E-6t f eJl >` war caul. 11�!'edal7( Llel : renclosure .' *" . Y Y A. try Ex.Catch Basin I Rim'86a01 "'12®Invr 78e2t EX.DMH e Rim:86.32 _. Inv. 77-80 ol( 3l _ riff ar Leonard G. &Birdie Mae ' w :.. .tap .. .. to Gardner' ° '` :, '`'` . fo Parcel Area "' , + Ak 01010 0-2 ws rye Sri +' " ! a rt t. rs am SUW maples a 's Limit of200 ft. garage untm o#b"be +'d*ntNwd E Outer Riparian.bona co nif .lames C. & Norma R. 1 f ' acre Bk.3480 Pg. 1 y -- -- � 540.08' N88°21'32" �. — - -- Sanitary MH Rim.85-77 riff Irw 76.24 Stuart Amusement Company Bk. 10979 Pg..41 of TMAM OW s �s , W. 12M -., 'gyp Notes: 1. For title interest to this parcel see Hampden unty Registry of wads book 14825 page 11. LXI site con a-Altisons 2-) Parcel is zoned Industrial A. #1 Main Street 3.) Underground utility locations zhown hereon are based AIL upon surface features located by survey and available Agawanly Masso record data and are approximate. Actual locations should be verified with the appropriate utility company and/car for municipal department prior to the start of construction. Bench arks: J & N SalemaFamlow Limited n i 4.) Topographic survey information was fl wished by Smith Rim of sanitary, sewer manhole located on the easterly side of Associates Surveyors, Inc: Main Street near the southwesterly corner of the locus parcel. Eco-mc EINVIROFAMENTALAssociATEs. I B.) Wetland & riverbank flagging was performed by Pioneer Elevation -,'5.95 CIVIL ENGWEERING r LAND SURVEYS Environmental, Inc. f 180 Denslow Road P.O.Box 188 * E Longmeadow,MA01028 a Inc and Ield located b Smith Associates - GRAPHIC C Rim of drain manhole located on the westerly side of Main Street P. 413 r 52s-s7i F. 4ts . 2 -358 E. 'ecotecinc@verizon.net Surveyors, Inc. T j opposite the locus parcel. Elevation - 86.32 ScAm 1° = 30 DAine Jam a,27 1W s D` Bi G.W. D ,I Br .M. &J.t'. Sy, G.W. he e'ILL2 of 7 unv goon PROJ wr I uMe06-104 Remove existing building (Remove existing bltuminous- foundation — fill and concrete ,peeing dispose compact to existing grade � of as required �a . wfi . s 89021'32n E etern existing white pines) Raw ✓ ' White Pure gees 3" 6.6T tp E --- , . . ..�--� _..�- nt out at gutter line V 7 P Sanita Mf'I Rim: 86.95 cell tower V 13 r vel : A. co �-- X X X X X % X X X X �� X X �. � XXX - enclosure = p au � X � x X � � XX � . . .� XXx � XX_XX % X xXXX ' "� b X Xx . � X , , - . r � r r'c , . . . Existing utility services to . x X xx � XXx � x � X � XX tY' due s#r�r � � � t " x X X X X X at x x x X X: % x <X �c X X. x x X..: .. X X x x x.. x x. C . : : . k b+� cut el" � abandoned �", .�C '7f' BSc k X x XX x x % ^ x fS:. x :X. x X X x X % x x r reused as rret� ,street line +t�'lr X X X is X X :X X x. X X x . X X X X X- X X x X X X X X X. X X OX ,x X_ X- X -X T X •X..:x X h, xdes 1 %. X: X X 'X X X :X:. X X x:. •X A`: X X Jd::'3S X. X' X. x X X X - tsx Irrt #� �` � wrntts to-be - . � �. x.. x M. % k'k,:.X X X X X X X X P X. X X.� X X.:. X..a %. X X X X: X X '.� X .:: , g�, c X x X % x O R ,X r v. d s" ere 10"D ec�r�t�c� x M x prpq q X x x ww ... ,.+•` X 'X A X x X X:. _ - % x x x X aS, .1" Y X X X X X. •... X X X X X X :a+' y •a X X X X x X X X. X X X % - r x X x x x x X x x x X X % X x n X X X X X X mats to b+ r XX % x 3C. :x X X. X X X X X X X X X X X X X X X r X x x �.�v _ �x x X X X X X . X X X X x X X X x X X X X X x X X X X X X x X _ "�'" x % X JX X X X x e �'�`v' e r X X X.. X X X x.. XX rX...X X X X X� x `X°e '?S" x 'Rv .... x X %. k X 'x .X..::X�x X. �X x^ X ynanchors ". z X X X X x X' X�X X::)r 4f X A X x X x x x x • Via- Lf`ftei X X X x x x X» X X X X X x,x X x �x x 75.'91 r V �rgy.� pvc ' X X X X. % X X X X. X X X. % X R X X :' X'X. X..;X X X.�X e�2Xl ltYei'1`S x K...xw 1�'2 g x w x x x'X..,X X . 1 x x X x x x x c c x x x x x at x x x x X x x X X x x X X x e x x Grd / 1 X X X: X X X x ::X. X x X. X X dt:. % %: x X 3C.: % x }S:: x x %. X X %: X X : x '. X x Y. X X G: X X X. x x X X x X.:.X X X.GAF % X X X X �X x X X X X X X x �x. X X X x X 54 X x 9t K .% % x x X X x.. X X X X X.: X x X X X x: M X 5. x x X. x ){ X0- Ar X X X x X x x x x x x: x X x x x x x x X -x x X X x x X x X x x X z + #at :x x_.: : X X x X: x X X: x: X }t:. X JC x x 3K: X X X X..X X X. X X x X.:. X x 1 . f utter`line % X._ x % %: X X X % X � X X::X X X: X X x.: x X % X Si X W1 �\ 6 ft. stockade ice fit. stackaa" fence , � Trees are Sugar Maples Clra unless otherwise identified Remove existing buildings protect retain and foundations 0 existing trees, fill & compact to existing gradeCO � -Y co Construction Notes; 1.) Call Dig-Safe @ 1-888-344-7283 minimum of 72 hours prier to the start of construction. 2.) Contractor is responsible for occupancy permits from of the Engineering division of the Department of Public Works. 8.) Notify Agawam Department of Public Works a minimum of 48 hours prior to the start of construction. 4.)Approved plans to be on site at all times. 5.) Changes to this plan may occur as unforeseen conditions arise. All changes to be approved by the Engineering division-of the Department of public Works. Demolition Plan 6.) Calcium chloride for dust control to be available at all times. #1804 Manin 7.) All materials and methods to conform with the Agawam Agawam, Mass. Department of Public Works standards. Notes 8. Contractor stall ensure the maintenance of safety and 1.) For title interest to this parcel sae Hampden County � folr traffic on the public and private ways affected b the Registry of Deeds book 14825 page 11. ? 8' , construction of this project. each Marks;_ � �� '} le roily � i 2.) Parcel is zoned Industrial A o, 35901 8. Contractor shall protect all slopes,vegetation,n,paving Rim of sewer manhole located n the easterly side of hereon are leased utility locations shown 8. Undergroundu . .,..�� Main Street r t southwesterly �+ � 4..eat nea he sQu hales erl corner of the locus parcel. � F, ECOTEc ENVIRONMEmTAL AssociATEs, I mc. walks and improvements outside the areas#o p _ p w ,•: •�; N1C.ENGINFI1N+G` * LAND SURVEYS Elevation - a ran surface features located by survey and available off b the construction-of this project. prr 8 .� . . y - p � 18o Denslow Road • P.o.Box 188 « East Longmeadow, ►AA 01028 record data and are. approximate. Actual locations should � . . 41 7 F. 41 • 52 2 E. t ," � nz t F' 3 f _ 5 � o eo n �.ln.rl�_ Rim of 1 I C dram-marsh _e_located on t w 0 oca a he westerly side Mien t40 n and/or 1 s built" plans to b submitted t the Engineeringof Stree r appropriate utility company a d o i?t) bu I p a a a su ed _o e Y be verified with the app op _ p y l w division of the Department of Public Works. -opposite the locus parcel. Elevation 86.32 municipal department roc to the stet ofnstrlCtlon. SCALE9 1 2 A Ds J aru , 7 cIN MET DErplaN BY. :: DRAWN Bar:J.M. J.T Byt G.W. x Luciaa 20 �t,. Sheet 3 f 7 SURVEY BOOK' PRcmwr Num 86-104 n Jean W. Tarr L uCi - nn Deh (Trustees) . 9772 Pg. 15 -- ... S 89021" "E , future perking 326,57' (if required) 4, r 46 _ ! 1 f t5 m _ . . . . .: .. . ..: .. . .. +� �ita$,1'd$ - . . .-_ ,• . .-.>. ante shed Proposed granite . R=& 9 curb circles L=15.7 R= ° 20 13=4" , - . _; R� 30 Exit Il ct 1.Y" o� " -;'r ( �'.) Sign II 24 " " 26 it Oyp-) LO 0 a ' t6 / "'fit.- ,, . .r t:� C .. " + .^;` }g ° `. to _• 'r^.a „. .+.;-yp .i.• ,"'.:a + :a t MxF ,ter'.. 'r 01 aT ctoj 20.4' ~° CC Proposed I � W3 R sign Proposed � GjxepOA" -- � r . DMUTS T IE .000` R=Z Menu .- CO L-4,2' t our s f�� t Not ot�E,�ter . ._ �,� ., � x Signs 4) .. _ , sign Q/f Lane oracr to 47.17 R=117 V- WS W2 R Ul Ing Escape Lane 2MA M R=1Y , Proposed granite urnpster L=16.1 -* curb circles r elroo W location WIC ' //X/ �.rN 89021"32 W1 R ' garage „ n James C. & Norma Walters 16, Proposed, Sixe- I qW DURIOn mPUNUTS 0 #1804 Main Street Agawam, Massit for Per Town of Agawam �. �Z nin �lavv 8 144 N : the applicant .35901 s CIVI ` ., . proposes the construction o permanent (paved &striped) parking aces; EcoTEC �rI E �. i E 1� . spaces, with °i 1 potential future spa (shown in dashed lines). � . � CIVIL ENGINEERING • LANc)suRvEys GRAPHIC SCALE `.) For title interest to this parcels Hampden County .. 18O Denslow Road P.o. Eex 1 Longmeadow, 01028 0 n so 40 IStry Deeds book $ page » k P. 1 - 2'5• 703 F. 413- 28• ; 582' . ecotecin rizo�.net c . Parcel is zoned Industrial A. x Ina t sra BY:GAD w u BY: I.T. &J.M. Cma Y: C.W. Sneet 4 of 7 B om PROJWT KUPMEM 06-104 Construction Notes: 1.) call Dig-Safe 01-888-3 7233 minimum of 2 hours prig to the start of construction. 2.) Contractor is responsible for occupancy permits from of the Engineering division of the Department T-. of Public Works. Prom Catch Basin 3.) Notify Department of Public Works field inspector a " Invert: 74.00 1 " Flared End Remove existing Rim:82.80 minimum of 48 hours prior to the start of construction. Inveil: 10" Inv:78.44 overhead electric 4.) Approved plans to be on site at all times. service to shed �' S 89" 0 8,) changes true this plan may occur as unforeseenconditions 2132" E arise. All changes to be approved by the Agawam D.P.W. ..� 326.57 .�° .-. - . - ..� field inspector. N C -_--� 8. Calcium chloride for dust control to b available at all times. r 75 r� 7. All materials methods to conform with Agawam WOO - .. . . _ . . .. _ _. ._ _ _ � it u 6 arks Hoards. . . . . . .: -. .. _ � .� � - . ._ ......... C1e artment df P b c Wti` . M , _ l p - . _. . . _ . . . . . . . . . _ .. . .. . . .. . . .. . .. ..- . -` 8.) Contractor shall ensure the maintenance of safety and y traffic n the public n private was affected b the } -- - l nita MH tra c c pu d F x ° -. -�._:- f construction of this prof G�XiiS'�ll''1 • 1 � J Irk. . �- ° -" Inv: 76.1 9.) Contractor shall prof all slopes,vegetation,paving, rip-rrp overflow 1 I 1 walks and improvements outside the areas to b Inv. El. 77.5 \ t p e I f' ; ' affec by the construction of this pro) 89.G 5 81.65 8 .1 " O 1Cf.) AS brrllt plans t0 be submitted to the Engineering s Q r > I 84,4 Div of: I .€�. V uponcompletion of this ro lr�rnrt cai�tn�crk !►nel ., �,, �' � Division the... .. p _ erosion controls CO Ex. hatch Basin:..,Rim- 86.01 cm CD 12" Inv: 78:2± 85.2 ,v"'. «,,. z.: .ra . R•:w*_ ..:^....R•'JB .,. .y»:s�..y----°�c ,�..:.�+° r r r5P- �.. ....� �,... 1, 1 if ,• y r "+ _, ,. .�. o. / ® l Ex. DMH serve sr, st l Rim: 86.32 q water service to f u�' �L be reused Inv: 77. �1 r dewerfateral " ( pprck.location CO 40 To* 00� 8`t.4 _- o rarl ciao t �' � � a�s��. ;� . W5 I ,,- "" Irk+..El.75.9 ir. -, 1 grew sari.c+ nrr ImAk 1 I 8�.a X9584. l OP 88.5 ,, tU ! as 85. NNW , ,.. . . o General Notes. Prop. Catch Basin pro . Catch Basin � � Rim: 80,40 Rim: 81.55 00 � � 1 ) For title interest to this parcel see Hampden County s► 10'"Inv in fhlE'ly):77.0 Inv:78.2 l registry of Deeds book psge.l CY 1 W Inv in{SE'ly):77.00 12" Inv out(WV"Iyp 76.702.) Parcel is zoned Industrial A. a co 3.) Underground utility locations shown hereon are based co upon surface features as located by survey and available CO Invert.72.00 record data and are approx(imate. Actual locations should wit rip-rap be verified with the appropriate utility company and/or municipal department prior to the start of co nstruction Sanitary MMH Rim: 85.77 Inv: 76.24 Utility Notes: 1.) Existing 3/40 copper water service to be reused if approved by the Town of Agawam Department of Public Works l DUNKIN' DONUTS Main °SoRreet Agawamy ■. Bench Marks; for Rim of sanitary sewer manhole located on the easterly side of Main Street near the southwesterly corner of the locus panel. ��e }fship l "��' �• � 1'1 1" Elevation llr.S►b10, XY CID No. ECOTEC ENVIRONMENTAL IC AT I O. Rim of drain manhole located on the westerly side of Main Street L CIVIL Elrl'GINEEFU D su � GRAPHICopposite the lochs parcel. Elevation -BC. � {18O Denslow Road + P.O. Box 1 • Bast Longmeadow, MA+01028 o we 7a as P. 413•528. 67 F. 13 .826 .38 2 E. a in erizon.net zes SCALE: 1 2Q DATev Janua , 2007 tW FEET 1 Inah 20 it. Drisinim BY: G.W. Wei J.T. �'c J.M. CE1r �. G.W. Revised: 1 5/ 7 remove elec. svc. to shed) a ed 5 of 7 SURVEY BO©IG: Pnojv=Numna -. 06-104 Prune existin6j trees a5 nece,55ary CS S 89i*21'32" E Row 7" Wh4e Pine Trees 326.57' (Retain ex5tina white, piner,) R-130 PLANT SPECIMEN PLUMB LAWN N Light pole location (typical of 7) shed K.B. LAWN 6 d14E x 86.21 op Ole) aq 416 EXISTING GRADE r 1-5" L 019 B.P. 6jo CD b� ROLL BACK TOP 213 OF BURLAP Z (C) (IF APPLICABLE) 10 P PREPARED TOPSOIL t7/7711777777777-7/ J.K, co J.K. K.D. SHRUB PLANTING DETAIL LAWN r1antinq NO SCALE Balo Pole Speclkations P.O. BI Ul) 1.SqIRM SbW POW*"K'avM Wud�$'Wa V. pmva.,uam om pnpptd for rwWatlon� K�D. 2*P-V�2� — - —- —-— �D. J K (D T C (typical) 3.hm*w YA*mod"Vom; Aw o 4-0 4, -0 A Hxwhok pi*wd. Prune exii5tinq trees X 10 LAWN 04 =ijA*4operedsftdFd*bw,few car"etaPOtt a5 nece55ary 3: ir 7.Ir SMJ2M POO UP W 20 P.M CD PRUIVE AS 1-7EW DIRECMV BY LAWSOAPE ARa#rEcr To lmpRow APPE~cr(RErAhv PC&sod matf4ft Bradwt-drdeore loibmidbal 7" tv fiMMAL ZiMF SYAPZ) �70 (Z5) .8*0 Exi5tincj tree5 to be protected and co cm maintained durinc3. con5truction lli- 0) (U ir 6" MEE 2*x40x8' MML-N STAKE�% SrAtNE9 D TT-1A MA N 89021'3 BROW WTH TW SMAAM 6r WRE 710SIE 8 WiX?NER. SrAKCS SHOULD OF PLAM A r 120 DEC. 4-1 70 ONE ANOrHER. WRE SHA4L Br IHWEADED Trees are Sugar Maples THROUGH&ACK fiVaW?HOSE CMLARS garage unless otherwise identified co PLANT SPEaMDV PLUMB M&K FLARE AWMI&W PLANT 7REE f-2,Asow ExisnNo a?mw H rO Y'"YER-WRMDW P/QkE 5 4 RK MV4 C 00 712 WTFR EDGr OF SAUCER LIGHT POLE DETAILS co AIFEF MUL aY 2'FROW TRUW CV EXIS17AW GRADE NO SCALE cur AMD REYOW BURLAP FROM rOP 1/3 or Roof BA4L F NON8100EGAADA&L& RfiVOW ROPE SMS OF H04C BACXPa AS PD? 5A5aRa4T7aV Do morExcAvAir eiLow Room&L MEE INES WOM OF RWMU 5hrub Manti�3 i5t DECIDUOUS TREE PLANTING DETAIL 5ymbol Common Name, 5cientific Name 51ze Quantity NOT TO SC4LE A Ghent Azalea Azalea qandaven3i5 1811-2411 2 Dwarf Blue 5pruce Picea purlgen3 hunnewellijana 1211- 1511 2 PJM Rhociodendron Rhodociendron PJM 15 0- 1511 1 Compact InWerry flex qlabra compacta 1511- 15 11 4 Dwarf Wim,-j. Burnincj U5 uonymu-5 alat:U5 compacta 15 11- 161 2 I Ix I" WOODEN SrAKES OR 2P O.D. METAL POST (ErFroE,trate Juniper jonjperu-5 horlizontqh5 2 ,j a 1. 10 ALL PLANTING BED5 TO BE COVERED WITI-I A MINIMUM G11 OF MULCH Site Lighting Criteria: 1.) Fixtures shall be either 350w pulse start metal halide (full cut-off fixtures with segmented optics and vertical burn lamps), entire optical train is field rotatable in 90* increments without the use of tools Tree Flantinc3 b5t or 400w metal halide aluminum housing with one piece tempered glass lens - (2) captive thumb screws that disengage the lens assembly from housing without the use of tools. Lens will be flat 5yrnbol Abbrev. Common Name 5cientific Name 51ze Quantity 3/16 if clear tempered glass. Landscap no & Lighting P11 MIN. B.P. Braciforcl Flowerincj Pear Pyrv5 calleryaria 13radford" 11/2"-2" cal. 4 7-W 2.) Poles are to square steel, finished in a dark bronze color and to be mounted at 20' or 26 In height. f1c. Flowertnoj Cherry Prunu-5 !3errvlata kwanzan 1 V2"-2" cal. 2 D U NIh IN" D 0 N U T 41 The pole shall be furnished with (4) galvanized anchor bolts, nuts &washers, metal template, hand hole e�—*% -AL 0 and base cover. Verify dimensions conform to all local code requirements and restrictions before placing (cj-- J.K. japane5e Keaki Tree, 2elkova -5errata "Green Va-5e' cal. 4 0,14 8(9 MaimnSk J9L reftwm 2f order. ( 41 PROTECT To OUTSIDE L.L. Littleleaf Lincien Tillia cordata qreen5pire I V2'$-211 cal. 2 Agawam, Mass. OF DRIPLINE 8' MIN. 3.) The desired footcandle levels on the ground should average between 3-5 fc in the main thru lanes, P.O. Pin Oak Qucrcus palu5tri-5 1 V211-211 cal. 2 �Zj for PROTECT TO OUTSIDE OF-LRIPLLNE CONSrRUCTION FDVC/NG f3etula niqra 3 4.) The levels should tail off to 1-2 fic at the property lines unless there are neighboring concerns when a R.B. River Birch 211-2V2 cal. i & N Salema FaMily Limited Partnership ELEYATIgN P house side shield will be used to keep the perimeters at .5 or less. K. Kou5a Dci,�wood Cornu.5 koo5a G 2 5.) The ddve-thru lanes should maintain 3-5 footcandles throughout with a maximum of.5 fc at the back 'ECOTECENVIFIONMENTALAssociATES, I NCA EXISTING TREE PROTECTION GIVIL ENGINEERING LAND SURVEYS NO SCALE property line. Wall packs shall be 175w M.H. full cut-off with segmented optics; solid front and medium GRAPHIC SCALE 18ODenslowRoad * P.O. BoxiW East Longmeadow,MA01028 throw light distribution, These should be mounted on the building @ 12-16 above grade. 20 10 20 4 1 0 40 P. 413 - 526. 6703 F. 413 - 525 -3582 E. e cotecinc@verizon.net SCALM I ZY IDAM Janua!y, 2007 rK VMZT Ina]% :40 ft� Aft Desiom By.-G.W. DpAwn 13Y.-J.T. &J.M. CHECK= SYs G.W. Sheet 10 OT7 suRvey som wT Nuumb 06-104 Iloilo 11- PAVEMENT STANDARD CATCH a4SIN x;N (2 COURSES) FAWE & ORATE (4 rZANGE) NQTE- RIP RAP MATERIAL SHALL CONFORM TO CONCRETE COLUAR�j MASS. D.P-W. SPECIFICATIONS M2.02.0 MIRAFI GEOTEXTILE (POUR IN PLACE) aMCKS MAY BE USED FOR r FABRIC SURROUND GRADE AWUSMM, �2EQIAL SPECIFICATIQNS: RIP RAP MATERIAL SHALL BE MINIMUM 25 lbs. (25%) AND A 2" MIN. 2 WURSES - AW. 12* MAXIMUM OF 125 lt�s. TO 150 Ibs. (75%) ANGULAR STONE. 5' 12" ADS PERF. PIPE W./ HOOD 12" min. SOCK SURROUND SM DETPJLS ABOVE MR FACE DMIGNS. '--SQUME-fUBE MEL OUTLET PIPE Poll NOMINAL ;,\�_�3/4" TO 1-1/2" DEPTH 6" WASHED STONE STEEL f RVNF`ORCrMENT— EROtIj,_Ad [AREA OF ifiiiNW 2-915 $0 IT CONFORM TO (03 T R E N I LEA"HINO PROVIDE *Y OPENING COLOR NOTES: EXISTING GROUND Can 0"d poma NO SCALE M-tah 12" MINIMUM J MORTAM A" FS;;;z 011at" fSA02923 fabWous Ompe 18" MINIMUM JOINTS recommended) COMPACTED GRAVEL BASE RIP RAP 48* MIN� id NOTE: EXIT j t EXIT !-I S SEE DUNKIN' BRANDS WEBSITE, MIRAF1 FABRIC ON TOP www.adrus.com/eWonet. FOR COMPLETE OF GRAVEL BASE FINISH GRADE 5' MIN. INFORMATION AND DETAILS 5101-FACE 1-1/2" TYPE I BITUMINOUS CONCRETE TYPICAL SECTION RIP RAP CHANNEL 0,; NO SCALE 4 \-2* COMPACTED BITUMINOUS AWL a BASE ign Details COURSE 4" PROCESSED GRAVEL Scale: 1 "'=3' COMPACTED NTH A A& vvftA&"%w& zFftmEj^ A c%-v- P"MA""RETE ST ri u KU Ijn t;Xb I %.#;J k; 10 TON ROLLER AP% & r_____12" BANK RUN GRAVEL L;AT(;'LH BASIN (MA D.PX STANDARD NO SCALE RIP-RAP STONE TYPE B) M2,02.3 _5 6" BITUMINOUS 711 PAVEMENT SECTION CONCRETE ----------- C". PARKING AREA & AISLES PAViNG a �q 1 1%v , A v 6" LOAM SEED OUTLET MIS/ NO SCALLE FLOW PIPE A� REVEAL VARIES A& MEET EXISTING 6P N VERTICAL GRANITE CURB N N COMPACTED, PR&WOLDED JOINT 924MT A RUMM 6 GRAVEL BASE (5"x18" w/ 6" REVEAL) 5', Y POLYETWUNE 44o �Zz 6" MIN. GRADE TOP COURSE CEMENT CONCRETE F"LER FINISh PLA 4- (FOR WALKS) . . I \\ I ".. I �I : i: -75* (2500 PSI) Ad 6*' (FOR DRIVE-THR 4 4 'A UNDISTURBED 4000 P.S.L PORTLAND lla�st COURSE1 V, '4. 4`4 N. CEMENT CONCRETE W1 'N MATERIAL LAYER OF 6-W #8 FLOW APPROXIMATE A BASIN BOTTOM �.77 WWM M4TS f GRANITE CURB 9 NO SCALE 00 COMPACTED GRAVEL BASE (95% MIN DENSITY) 3LCTION Q_ NOTE B&ITUM I Pis Oft U E3 (";%k%0j%N(%;RETE t0N5ftERM RIP-RAP SHALL MEET M.H.D. CRITERIA NOTE. CONCRETE FINISH To BE MEDIUM TEXTURE BROOM 31 FINISH PERPENDICULAR TO DIRECTION OF WALK NO SCALE M2.02.02 STONE FOR PIPE ENDS". WITH 3" TROWELLED EDGES 13"Z�LF L 6" 0 IA CANS PIPE OUTLET DETAIL REINFORCED CONCRETE SECTION NO SCALE NO SCALE DUNKI d1lik Alk Alk U0NU T4 .5'RDA(FORCED COhCRVE W"WTH OW LAMP 22 GA ALUM. OP 8 x 8/10 WWA(A1477S ON A MIMMUM or 8' SHROUD SAWCUr COWROL JOINT WELL COMPACT0 O-RAVU & SROOM RNISY ACMSS 2: DWTT1W OF MAYEL 114 SL48 &-PN (1-1/47 C007RMCWN J01APS C (I�Pr_40 04 04 8RIAMIN011S CONCREM RU.CR (rtPrAO TOTAL LENGTH 40' NQM FOR ADDITIONAL PYLON CONSTRUCTIO14 9M IMMIX& 0 R-1 -, TANDARDS. 4 .1 F—.—. —7 PA WNO (7WO TO REFER TO SITE S 77, -7777 0 4 7, 77,7:,� www.adrus.com/extronet 24� 4 rHl,CKf N ED GAF 70 8-()-mrAu STEEL POLE SQUME TUBE Specificat ions "k D - tawls FILTER FABRIC N. ex i X.0 COMPACTED PAINTED CRUSHED STONE 6 SUBGRADE, I& a AL ja Ah ft ft DONUT$ SECTION 0"1804 Main Stre COAMNUOUS A#5 RE-MR ERONT VI 51QE YIE 70,0 & B0770M OTES 14 1) MAINTAIN ANTI-TRACKING APRON IN GOOD CONDITION Agawam, Massill THROUGHOUT CONSTRUCTION PERIOD, COLOR NOTES: -Sati I ish for 2.) ADJACENT ROADWAY SHAL BE SWEPT DAILY TO REMOVE Cons and Poles:Royal Plum, match PMS #222U in point fin v ANY MATERIAL THAT MAY BE TRACKED ONTO PAVEMENT. (Sherwin Williams #SW6293 Fabulous Grope 3.) WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH OF recommended) EXISTING EDGE INGRESS OR EGRESS. J N Salema Family Limited Partnership OF PAVEMNT NG�M",! 4.) WHERE SOILS ARE CLAYS OR SILTS, THE MINIMUM LENGTH NOTE: LOCLION- PLA OF ANTI-TRACKING APRON FOR THE CONSTRUCTION SEE DUNKIN' BRANDS WEBSITE, www.adrus.com/extronet, FOR ECOTEC ENVIROHMENTALAssociATEs,' I mc. ENTRANCE SHALL BE EXTENDED TO 100' IN LENGTH. COMPLETE INFORMATION AND DETAILS INTEGRAL CURB/SIDEWALK DETAIL CIVIL ENGINEERING * LAND SURVEYS NO SCALE 180DenslowRoad 9 P.O. SoxI88 # EaStLongme4dow,,IVIA01028 ANTI-TRACKING APRON P Pon Sign Details P. 413 -525 6703 F. 413 525- 3582 E. ecotecinc@verizon.net NO SCALE Scale: 1 90=,q!0 ScALE.- as noted DAm January.,_.2007 DESWN BY;Qwi DnAvm 13y,J.T. &JI.M. CmiECKM Byt G.W. Shheet 7 of 7 suRvay soori pnoincir NumsEft 06-104 v AM AW or r er Tape USAO 5.0 a '" �0. »: �„� ,..:?+ etas -'" � ,'�''s-,�'x,,;, m �""`��Z'�'"3''"{",,��; ens s.,� h „�.. ? 'm b z";�'�� t,.. �`• . ��'�_� ��,�K�'ny °' a ti � !"� �<�'i��^�r*�fa' „t r ;� �� s��.�,.r^ s �� t� t r,�°a u t ✓`�"'^�,,;'� �h��. '"'.�� _.,> �2�,y"yv i;'" a,�+,�a.a� ^"�� r it •. �.-:t,-'' #�"��s '"x °, � --: �.x'E d�' � f to �.�. `��.�t y, �t x 3° � y*rt � 'a �tr &- � a y�.a y�•��r s'��,, MM'�... '' a"#. #t=' •z k F > 6 t 5.. "�, � � �, r' �, � ' •'�9 � �'a s"-r��''o- � a3�t�?' 5"� k�r n"%sr' far R� � ,. 77 } '�; - rt x ta' . r.Y` � M ter' r ,x . .. � f'ti �* -.-,` .ia�M ��:•:: '� S�,��.� _ sv�:i5'f+•+rz"' ��' �tx � rq� ,��Y r , +�. - a r�.n,✓ t t z's ': :, � fr-.r.. ara ,:a� Ord - _ r x, . r . _,.. .<. .',�`a.. x .rr,' ..... .-:. r �,•,�,. .f* .,. ,;, �'0S'< � , r �-�' i �"�m� `�` 1 � ,tt .ft. g„ yg k iie ^, i e �"��* ' " ..Sp # �� z,� ,�� Y4 + r a• �� a 4 �.�-x.1 '^�' „�"^", r'g��Y c • w } aE.:F fir. %P fit � � r t 4 Qr7tiT USt Str4Ett to k+ o. 2004 MLorme"i`apo USM.;5.0. Cl 440 M 1200 '1840 2010 CHIN 4-41 W) L 0'&' c u s DrawdnalndwAft%ftr MIMS Tit1t*-*;, ZO'"j*AhU&"ket , l J nu y 2007 sows ■ ■ ■ . a ■ e ■ a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ S ■ Exib-ting Conditionb . ■ ■ one ■ R a ■ ■ a ■ ■ ■ a ■ ■ ■ ■ ■ ■ va ■ ■ ■ a a ■ a ■ faun use ■ ■: 4 so ■ ■ ■ a tTONY NO,CML , No.1 Site U2 %Jut "Plan a a x a a a a 9 0 a a a a 1 9 2 a 0 a 9 0 a a #4 1 Q18v ng r dio■ tit'aS.uliti ■ r- ■ ■ ■ ■ ■ ■ ■ ■' ■ r ■ ■ a ■ a ■ ■r ■ a ■ ■ 5 4 L L loft ECOTEC ightin il a a 0 a a It a 4 4 0 a a d 4 a a it a 111"IsiONS %AM%. a T A , ■ ■ ■ ■ a ■ 1 ■ ■ # ■ ■ ■ ■ ■ ■ CIVIL ENGINEERING te a ns P. LANDSURVEYS , 18O Densl Road * P.O. Box 188 + Eat Longmeadow, MOM $1 5 • 6703 F.413 - - $582 E. ecotec(Pinetmafl.att.net rr s .� nff` Jean W.Tarr& , t r Laurie Ann Dehm T (Trustees) Bk.9772 Pg. 15 � � d� . 89021'32" Ems' Row 7" White Pine Trees 326.'S7' — r .u. — 1 S892132 E . . . . . »32 . an tars MH 166 y existing 1 . . rr :- o O n� 9 .'.d . -'► si".s. , r: d ....:. . ,.: r d .: . .. :.: .. ........ :. . ... - _ . -... " .. Rirot85.95.: Inv: 76.BcE .a shed . . -. . . . . . , .. , . . Limit ot`7(10 ft. ll tower Wetland'Buffer - ,. - - .. - .. ,.. • ;.: • . . . . - . -• .. . .: . . .-_ . . ,. . ;, ... . ... .�•- .." " -:: . � ! Ir e / "/� enclosure �• _ \ + park►rr , r Catch Basin � - r �.Catch 01 t�►:�78.2± 1 �yq Ex.DMH II�im.86.i2 ,• '/ R \ ` a• 1 I Inv: 77.80 3147 ock n1f .17t �`s I gar 2 :. �!s y 4�PVC�an,' I Salo . Leonard C. &Birdie Mae / ...*._ ve3l�ate3rd� �, \: \ \ _� a•a'r•:.`;-. -�.• �. .i . :�".. t( PPT •iOCawR CO Gardner , ,� I •_ - .. ': .. .\ - �+ ,`r? i o a7 Bk. 14522 Pg.402 N �.+► / f sue,: O a � �: � . . _ : . _ . -1 rev - • : " .. . :.•_ . . - . •i�.ei.7sst .... Parcel Area 1t \ , t . . _ t 3 9 152410 s.f. --� fi 90-3 0 L 0 7 27» o 3.4989 Ac �,' �a . ` rj } . •i - . . . � �C s r rr Vj HI6 R6 W1 i � � a x a enae I' —' ockade fence �+ Trees are Sugar Maples Limit of 200 ft. garage unless othenrise Menfifred Outer RiparianZone 1 - , nff �` L co 0 l o James C. & Norma R. Waiters o Bk.3400 Pg. 15 — — 54U.0$' - _ N 6-21132"W — Sanitary MH Rim:85.77 Inv:-76.24 Stuart Amusement Company 8k. 10979 Pg.40 Toiv�r AAASUCK Notes: 1.) For title interest to this parcel see Hampden County Registry of Deeds book 14825 page 11. Existing Conditions 2.) Parcel is zoned Industrial A. Main Street 3.) Underground utility locations shown hereon are based upon surface features as located by survey and available a ! s s record data and are approximate. Actual locations,should be verified with the appropriate utility company and/or for municipal department prior to the start of construction. ■ Bench Marks: J l m Family Limited Partnership 4.)'Topographic survey information was furnished by Smith Rim of sanitary sewer manhole located on the easterly side of ECOTECENVIROMMENTALAssOCIATES, Associates Surveyors, Inc. i ■ - Main:Street' near the southwesterly corner of'the locus parcel. Elevation - 85.95 CIVIL ENGINEERING * LAND SURVEYS 5:) Wetland & riverbank flagging was performed by Pioneer 18fl®endow Read • P.O. Box 188 ® East Longmeadow,MAo1U28 .In . n field located Environmental, cad e d oca ed by Smith Associates GRAPHIC SCALE Rim # rain manhole located on the wester side of Main Street P. 413 . 525. 6703 F. 413 . 525`=. o d m westerly 3582 E. ecateotnc@vrsr¢©n,net Surveyors, Inc. 30 � 66 ,=4 apposite the locus parcel. Elevation -Sfi.32 SCALE- i 1i ; 30' DAim Janua ,2007 c v > ) Desiam By,G.W. DuAw l BY J.M. &:J J.T. CHE BY: G.W. 1. tnoh m• 3ca ft. Sheet 2 f 7 SURVEY Doom P ECr N umesm 0E--104 co Remove existing building Remove existing! bituminous & foundation - fill and concrete pairing & dispose compact to existing grade � � � of as required Q —,Wp E etaln existing write pines) -' Row7" Whig ,pine Tres 326•57, � .",� �. . . ..,.,m. . .^ . • •.,.,,_�.: �. �� •,,,ice.• . ..,,.� . ,� , ,; 8 6.39 26 ,_ -Saw cut at ,...•�"-- > . - > » utter line Sanitary Mhl » • : . �. . , cell to wer V a ravel e � X` X x xxx � � � > xxx xX x � t enclosure . _ . . X x: x x.: x X ac' x x ac .X x �. xXXx � x X � xxxxx � : . . > Existing r!r s x � � � � X � � � x X .� sty utility services to . �s�ttrtg � .�;� � � � ��x � � x � ' X X X X X x � � x � � x xX � xXx � � xXX X .- . . . . . be gut off& abandoned at • c e. �. X: X X k:: X X i6 X.>.X. % 3C X % X. x % % X x X: X x X . .... :: �. �+�rL may, reused /� streetlinea✓ #r�3�Id �m+y�!� �}R.aM X X X. X k X:. X X x:: X X X x X.:,x X x X x..•x x X X %. x x x:.x X X �,.. � ^"•**•'" a'• � d ew• X X �'°�.M X Y{: 5C 3& 8s: X dt A:: bG X X X 7C aX.'X x, X. % X 2C 7t 'k it �3t hx %d �'JS: y \ x % % x X: x x :x. x X x -%. . X4.&L'k x• x•' "M.:tC XX X.:x - T • mx. x x xlimi ,..x x X: x x % x x k: x % X X x x:s.x e 34 .xF"XA X AC eroroc+ ntr Xx XxX l ,,.✓. x::: x x x x x X x x x x X - �. X X X ?C:. - % x X: X X x: X - x. x x x. x x.. x x x. x x x X x x X X X X • µ x x is x . �. int >t xXXXXr R3 � �-" x % -' .�- - � �. %, x % x x x x xx > X % X1 X X X X X XX: X X X X X :X. X 86.10 x #: _ x X 3C % x x. 5S X X. X l x Xx � xX � XXX � x . ; . jar .�., X X "X. x X X.: x X '" X x x. X X X: x X %. x X X: x x x:: X x X X x x: X X : ` now co > xl x X:: k. -x °x x x x:. x x �; x ;. x ;r ` .. € • X x XXXXIx .X xXX go X x x x x X 'x; ar'x" x; a vx x= x :W%i thdy' n ' � xxX X.X XX�'x �,� � � � � x xXxxX&. 8 l'✓ f. . X x. X x X % ,K` x. x �C %. x x: -x x x x..x x. -x. x. x x.. x `*. 1\\ X. X X X' % % X: : x X X X x M x X X x :. % k� }i:.: x x %:. X x. y'i��ry] ]'� :. X %m+PC.:x 3C..X.. x % X x Xx X X X X,: x X X x X % ) x : x X X X X SC X:: x X X. X _ X- 54 X 7G. ?L. X x X x x x x: x x i¢ X x x X %:: x %. x X. % X • • �.. { l X xxXx x xx X; x x Xxxxxx x xx xx xxxx xX I. X X x Xx x. X X x. X x x x x:. x x x::. x X ie: x x x-. x x :x. x x x x x::. x x: x X x- X X X. X X x: X X x. x X x. X X x: x x .• N ., ,X; .. 04 tq 1 x X X a x x x,:. x X x x �o--+C x x x x x. x x x t 'x x x x x x x: x x x: x x x; ,,, . '.: �+aw ,�m�ut t tr ' X x x X- x % X x x X x x M s+r x x x x x. :x % X X.. x 5 f utter line `5.,.. `'w., - x x x: X X :x x x ". $S x x.: X x x: X X x:: M X k: x x x x x X. x x is X x ss�. X x x. x » - --- `` 9 8 fit. st o a en 1M ft. stOckade fence Trees ore Sugar Maples f Ql'Q G� unless otherwise l e tlfied' Remove existing buildings (protect & retain and foundations existing trees rill & compact to existing grace00 i 50 cu co c co t Construction of t.) Call [dig-Safe @ 1-888-�344-7233 minimum of 72 hours prior to the start of construction. 2.)Contractor is responsible for occupancy permits from of the Engineering division of the Department of Public''works. 3.) Notify Agawam Department of Public Works a minimum of 48 hours prior to the start of construction. 4.) Approved plans to be on site at all times. 5.) Changes to this plan may occur as unforeseen conditions arise. All chances to be approved by the Engineering division of the Department of Public Works. Demolition Plan 5.) Calcium chloride for dust control to be available at all times. 3.) All materials and methods to conform with the Agawam Department of Public Works standards. Notes: ■ 8•);Contractor shall ensure the maintenance of safety and 1.) For title interest to this parcel see Hampden County ' for 0. . t Registry of Deeds book 14825page'11. �ex� traffic on the public and private ways affected by the g ry y Bench arks. :construction of this project. � `: Partnership 2.) Marcel is zonedIndustrial A o 5D01 g.) Contractor shall protect all slopes, vegetation, p aving Rim of sanitary sewer manhole located on the surly sid e of .' T NVI T shown hereon are based 1� - 11�E �. 1 r r' -utility locations_ s o 3. �Irsde cued ut __ Ey Main Street near the southwesterly corner of the locus parcel. ) g _�' , walks and improvements outside the areas to be Y p ,� » ; P - CIVIL ENGINEERING • LAND SURVEYS Elevation - 85.95 upon surface features as located by survey and available affected by the construction of this project.. 18O Den low Road � P.O.Bo 1 sa + East Longmeadow,record data and are approximate. Actual locations should �` �� of - Barn f r 52 a3 1 o drain manhole ale l t` , 1 fly' b mated to the Engineering a h located on he westerly side of�lla�n Street) �s loci_... plans to c sub e 9 g y be verified with the appropriate utility company dl'+ - opposite the c�s� a locus parcel. Elevation .3 .� division of the Department of Public o pp 2 rtrn department prior r to the start+af construction. � .al. 1 2D' tla . p P _ municipal d�pa e p o January,2tl�M7 c IN FEET DesiaM BYs ____JBY:J.M. &J.T. K Y. tv.W4 I blob — 20 ft Sheex J 017 Suw4ey B PMECT Humom 06-1 D4 ° n Jean W. Tarr (Trustees) B . 9772 Pg re parking 326.57` — 14 r -� E (if required) 6 -- - .:.. . . . :.:. ... . ° 431 _:: . . .. . �y .. {typ rin 0, ° _ . . _ #.� Ent :r. . g. ` 46 R=S� ex existing f shed Proposed granite R= , x curb circles io' L=15,r R=4` 2$° R W % s R & . + *- L=7. ' 36` 24 t , •�* + ExAk 13, 10, ' I O P}), � sign I ; 1 18 2xe 39: - cfr .000 *.. .. ^ _ _. - -. , , _• «r T CO 2(14' w P w. e S 4W it Proposed Off3 o-* Proposed Pylon 11e i Sign Lo - Cd,« .° II ""oo R=Z DIT Wien ' L=42 B S= r X ► Do Nc�t Inter " " , ` Exit Signs -o— � . = » 4 4 Sign L 1 ?` 00 ., y y 7 � �. -. - ct3r�ce'tet ,: Rom,10 lop r. WV2 2 . . urldin r �� , pe Lane 2 R=W . Proposed granite dumpster L 16.1 location curb circles MUO W5 i' N 89021 W W 1 R PrOg 0 v n/f 00 Co 81NI James C. & Norma R. P Welters Proposea aneL�yput& OURr DON'U"Tab i"180tMain Shbeet Aosawam, Mass, WSW for Waiver Requested: J, & N Salema Family Limitedn I" i Per Town of A aware Zonln law 18(l � the applicant ��, �� . �� : QTE ' ' EST IATE proposes the construction of 39 permanent (paved &striped) parking mates: Civil spaces, with 11 potential future spa (shown in dashed lines). CIVIL ENGINEERING # LANr)suR S 1 parcel sereann en For title Interest to this l Hampden County t 184 Densiow Road • P`.O.-Box 188 * East Longmeadow,MA 01 8 GRAPHIC'HT SCALE la SO Registry of Deeds book 14825 page 11 W �3_J P. 413 -,525- 6703 F. 413 . 525. 8582 E. eco#lecin . 3.) Parcel s zoned Industrial A e� 1 ► ► ua ,2007 i InaU - 20 M DEsion BYs GA DnAww By J.T. &J.M. CHECK= BYo G.W. Sheet 4 Owar 7 SURVEY BOM P06-104 Construction of 1.) Call Di @ 1 888 3 4 7233 minimum of 72 hours prior to the start of construction. 2.) Contractor is responsible for occupancy permits from of the Engineering division of the Department of Public Works.. Prop. Catch Basin 3. Notify Department of Public Works field inspector a 6"Invert:74.00 12" Flared End Remove existing Rim: 82.50 minimum of 48 hours prior to the start of construction. ; C.o 1 tt'" Inv:784 overhead electric 4.) Approved plans to be on site at all times. service to ,shad = 5.)Changes to this plan may occur as unforeseen conditions �.. - �.. 89"21'32" E N All cyan arise.. es to b approved b the 7' _ _... : ,� � 9 Pp Agawam D.P.W. 32e.5inspector. field Ilk .,. _ ._ x86.39 p Calcium chloride for d control f to be availableat all� $2.75 ». Rs.7 ?» ,III r�+rAtcrrsal� r"d r"n +�1�ea crth+o to cc"rrfvrn-a nritlr r4 aweas"3 ,. . � Department of Public Works standards, 8. Contractor liaii ensure the maintenance f safe e o and -- ; traffic on the public and private mays affected by the _ snit .,� :-;.. ,y� °- co nstruction of this prof existing + -'� Rim: 85.95 I . 75a6f 9.) Contractor shall prof all slopes,vegetation,paving, shedto rip-rap overflow 4 walks and improvements outside the armto be Inv. El.77.E \ c- ,1 �- affected by the construction of this project. $1.06 e1. 8 .16 48 1 1 0 1 10.E As built' plans to be submitted to the Engineering 6 s4 "• 1 Division of the D.P.W._u on completion of this limit of l 01* lrr�el 1 J a o p_ _ p_ project. erosion control ll :_: 1 l � Ex. Catch Basin Rim: 86.01 CD 12" Inv: 78.2+ . 1 • II = 84.6 1 8475 I' 85. . V. �. .. ^�°eCe, :__.. � t p. r ^tea + ♦. a !. + '.. �/. si'Y � • «'ay 1a/w" s * w".#+r . .. .�.r..':..w+lf . • M1 r.'.'1" #': +`. .y.xP....p �R. r . �. � ..: • .. :, a r►n s Existing 3h l Rim: 86.32 p 't " + x -�,E+ a water serviceto be reused Inv: 77.80' copper bFA El, 495.251 W4 . � `'� � `� it � �..� �- 4�Piro fan. � r ll l ewer4teral 4- A21h f �, l 81.4 cn aC!$ ` . ® 4R San. Oo . / E t� clew t 14.El.75.9t 0 'C - . .. 1 W2 (new san.corim) s34 8 86.5 0 OUR .•� � CY .� cif " -- plk6 9 W 1 t" General Notes. Pro . Catch Basin Pro . Catch Basin Rim: 80.40 Rim: 81.55 00" 1.) For title interest to this parcel see Hampden Count' to 10' Inv in (NE'ly):77.00 Inv:78.28 y � Registry of Deeds book 14825 page,11 1 T is out(Wy)77.00 2 Parcelis zoned Industrial A. 3. Underground utility locations shown hereon are base CO upon surface features as located by survey and available 8" Invert. 72,00 record data and are approximate. Actual locations should + np-rap be verified with the appropriate utility company and/or municipal department prior to the start of construction. ,unitary MH Rim: 85.77 Inv: 75.24 Utility Notes* 1 ) Existing X' copper water service to be reused if approved by the Town of Agawam Department of Public Works '03te Grad! at 5 ng ` Uti - lit DA&Afti d&Ah 01hL AdOhL AL A&Ab dh Aft" U N!K", NUMN IWN U T 6 #1 oN 11 Street Mass. Bench Marls: fcw Rim of sanitary sewer manhole located on the easterly side of � �ema '5Faml1 omm Partnership Main Street near the southwesterly corner of the locus parcel. , -,. Elevation - 35.95 No.WF.)i CI J« ECOTECENVIRONMENTALAssocwn,.; Imc. Rim of drain manhole located on the westerly side of Maim Street' rr CIVIL ENGINEERING a LAND SURVEYS R HIS opposite the locus parcel. -Elevation - 6.32 � & � 18c I ensl w d P. Y 1 0 181 • East Longmeadow,MA01028 " P. 413.525.6703 F. 413-525-3582 E. tecin on,net ScALS 1" = 20" DATE: Janus 2007 IN FEWr 1 Inch 20 Dnieu i G.W. DRAWN BY; J.T. &,J.M. CiHE a : G.W. e i ed: 01 25 7 remove elec. svc. to shed) 5heet 5 of 7 SuRvay BomEM NU#AE06-104 Prune ex*tin43 trce5 a5 nece55ary Q 4� S 89021'32" E 326.57' Row 7" White Pine Trees (Ztafn e_X1j55t1n43 white pine-5) X 86.39 PLANT SPECIMEN PLUMB LAV,/N rup jg dr aces& V LW Pole kmatiDn (Wcalocn exivring shed gl LAWN MD.— ulA x86.21 EXISTING GRADE r 6` ROLL BACK TOP 21J OF BURLAP f (D ky (IF APPLICABLE) 7,� P.O. Y! % PREPARED TOPSOIL it ��. ; % *.%.i-_P 4 1 F.0 P oz� ///////4�/177777, I.K. J.K. 4 K.D. 4 0 W-0 SHRUB PLANTING DETAIL �� 3 LAWN lantn3 NO SCALE /1 4 86.10 pola specfficadons P.O. 40�1, 4 WwTap Pao .160 tO 11 Sqwp Md 0M 2'" -EV.C,Eta _I.J9 (D T —-—- — - 4 0 -C LAWN P_B. Prune exi!5tinj traes CC -a vp&ed A*4 006 bwe for owmta"W a5 nece55ary AA& -7,�rjqnft p0a W-20*�V >1 PRUIVE AS R&O DIRCOMD BY I-ANDSCAP55 7- 7" ARcklmor ro ImpRow APPE-ARANck-(&rmw Pok and Mwhft Bradmt0viering IAWM6401 E NORMAL MZF 9YAPE) �7" xistincj tree5 to be protected and 4ma. ca FP;_*P9k maintimed durin,:3 con5truction C iw 89"21'32 Al 1 11, 86.15 R h"" , 2 G .0) (u 1W rHREfc'2*x4ox8' W",W S)ME$. VAINED TYZA &ROM IMIN MV SMAAVS OF WRE 7WS7M TM TM rOGE7MI? $rAK-r$ WMD & PLACM A r t2o xa M aVEANONER. MRC MiALL BE NREADEO Trees are Sugar Maples 1344 ca 7HROMY BLACK AWhV?HOSF MLARS garage unless otherwise identified +_#� P7777 PLANT spEaAfDv PLuma PLANT ME f-2'ABOW EXISANG GRADE IRM9 RARE AIMCDO* C0 3'L A YER WRMDED PINE'BA A W MM CH rO LIGHT POLE DETAILS 711 0VMf'CD6T OF VUCER KEEP M"aV 2'FROW 77?4W C?l EXIS77NO GRADE NO SCALE to P CUT AND REROVE BUM-AP f ROM rGP IXY OF CC? Roo r B&L IF mavalooEGRADA&x. ntuo w "PLMI y C10 SLOPE SIDES 42F H04C RA CKRU A S PER SM6M MA 176W DO/VOr 0"VA IF BELOW R007BALL NAT 7X-5 007H OF R000U 5hrulg Mantinq b5t. DECIDUOUS TREE PLANTING DETAIL 5ymbol Common Name 5cientific Name 5ze Quantity NOT TO SCALE A Ghent Azalea Azalea o3andaveri!5i5 1511-24" 2 Dwarf Blue 5pruce Picea pun,3er;5 hunnewelliana 120- 151 2 PJM Rhododendron Rhododendron PJM 1511- 1511 1 IG> Compact Inkberry llex ,31abra compacta 1511- 181' 4 Dwarf Wine3. Burnincj 5u5h Euonymu:5 alatu6 compacta 15 2 1*x11e7' WOODEN STAKES OR 2" O.D. METAL POST �j:0j lb Pro5trate Juniper Juriiperu5 horizontalt-5 2 ALL PLANTING BED5 TO BE COVERED WITH A MINIMUM G` Of MULCH �5it@ Lighting Cliteny, Q 1 Fixtures shall be either 350w pulse start metal halide (full cut-off fixtures with segmented optics and vertical burn lamps), entire optical train is field rotatable in 90* increments without the use of tools Tree Plantin-1 b5t or 400w metal halide aluminum housing with one piece tempered glass lens - (2) captive thumb screws that disengage the lens assembly from housing without the use of tools. Lens will be flat 5ymbol Abbrev. Common Name, 5cientific Name 51ze, Quantity 3116" clear tempered glass. Land a Lightin fl-pf] y B.P. Bradford flowerjn4j Pear Pyru5 calleryaria '13raciford' 1 V2 - cal. 4 6 MIN. 2.) Poles are to square steel, finished in a dark bronze color and to be mounted at 20'or 25' in height. IF.C. f lowerincj Cherry Prunu-5 5errulata kwanzan 1 V2$1-211 cal. 2 DUANOK"01"he DONUTS The pole shall be furnished with (4) galvanized anchor bolts, nuts &washers, metal template, hand hole AL and base cover. Verify dimensions conform to all local code requirements and restrictions before placing J.K. Japane5e Keaki Tree Zelkova 5errata "Green Va5e' I V2"-Z' cal. 4 #1804 MamInSokilreet 2'. order. A — PROTECT TO OUTSIDE 0 L.L. Littleleaf Linden Tilia cordata 3reeri5pire 1 V2"-Z' cal. 2 Agawam, M"'Mass. OF DRIPUNEr 8' MIN. 3.) The desired footcandle levels on the ground should average between 3-5 fc in the main thru lanes. P.O. Pin Oak Quercu-5 palu-5tri-s 1 V231-211 cal. 2 for PROTECT TO OUTSIDE OF DRIPLINE CONSIRUCTION FENCING R.B. River Birch Betula ntqra 2"-2V2" cal. 3 4.)The levels should tail off to 1-2 fc at the property lines unless there are neighboring concerns when a J & N Salema Family Limited Partnership ELEYATIO P house side shield will be used to keep the perimeters at .5 or less. K.D. jwood Comv5 kou!5a 2 Kou5a Doc ECOTEc ENV1R0NMEmTALAssowATEs, INC. EXISTING TREE PROTECTION 5.) The drive-thru lanes should maintain 3-5 footcandles throughout with a maximum of .5 fc at the back CIVIL ENGINEERING * LAND SURVEYS property line. Wall packs shall be 175w M.H. full cut-off With segmented optics; solid front and medium GRAPHIC SCALE 18ODenslowRoad * P.O. BW88 # East Longmeadow,MA01W8 NO SCALE throw light distribution. These should be mounted on the building @ 12-15' above grade. lo 20 40 P, 413 - 626- 6703 F. 413 - 525-3682 E. ecotecinc@verizonnet SCAL111: 1 20 DAM Janu@at 2007 W FEET I Inch = 20 ft- DF-wou 1,I.W. DpAwu By.-J.T. &J.M. Cmem Bys G.W. Sheett'S of 7 SURV9Y 80011(j Nufneib 06-104 MEE PAYFIAENT ± ' STANDARD CATCH WIN ^� ( COuTtsEs} FI4AhIEafv4TE (4 FcaNCJ 010 N TE: RIP RAP MATERIAL SMALL CONFORM TO `* CONCRM COLLAR MASS. D.P.W. SPECIFICATIONS M2,021; MIRAFI GEOTEXTILE (POUR IN PLACE) BRICKS 94Y BE USED FOR FABRIC SURROUND E ._ - SPECIAL P IF TIONSc RIP RAP MATERIAL SHALL BE 'MINIMUM 25 Ibst AND A 2 iJ• MAXIMUM OF 125 Ibs. T4 150 Ibs. (7 %) ANGULAR STONE. hs" j 12" ADS .5" PERF. PIPE W.1 "I min. SOCK SURROUND HOOD SEE orrms fi 'NFOR ME MIGNS. "--SQUARE o CUTLER` PIPE ME srr~Et ' -- NOMINAL: " f.' ,,/°� 3/4" Tt� 1•-1,!'2" _ � DEPTH t C , ' _ :„ ' , WASHED STONE STEEL FRONT VI REINFORCEMENT AllEk or s sr� t '` cw F. LT PROVIDE °1t' tllc w ..q,.. CONFORM TO NO q C'.A I COLOR NOTES:- % 0,.»- aid Pao.. . ,.,., .�::_ .�:.:..,` '`"' I"XISTiNC C�ROUND Royal Plum, match PMS u--satin aar"t itnts A IE [04111`11R�IjzR 12" MINIMUM "h AfOR AR ALL (Sherwin Willome #SW6203 Fabulous Grope JOINTS recommended)' COMPACTED GRAVEL BASE'' MINIMUM RIP RAP 48* MIN. 4 NOTE: *� S 1P SEE DUNKIN' BRANDS W5 4 E , T � # MIRAFI FABRIC OIL TC1Ea * WWW.0drers.erarn/extranet, FOR CO�l 'WIN. CIF° GRAVEL BASE , II�ITORMATION AND DETAILS FINISH GRADE SIGN FACES; . � ....., .. .♦ +..e, . .. s, . .. ., ♦ �. ... . . , _.. ... .. ... . 1-�1 ., . .,. .- .".,: �.. �,, �. �• . ... / hr TYKE I �'. s`. -dh.-�*. :+'r er:h4 �. e+x. :-s, •r h. �. :��w..*h„,„.»hr....i .•l. :'+• Sh, .�4. r' . ,:-- BITUMINOUS CONCRETE TYPICAL E TI RIP RAP CHANNEL NO SCALE ITUM N •.» BASE COURSE 4 'iron 'etalls COMPACTED BOUS .. "- .... PROCESSED GRAVEL . � Scale: 1 " , ' COMPACTED WITH A T 10 TON ROLLER SANK RUN GRAVEL MA D.P.W. STANDARD NO SCALD TYPE RIP--RAP STONE 6" 4, ,h M2.02.3------- ; PAVEMENT SECTION BITUMINOUS ' CONCRETE PARKINGEA & AISLES PAVING ,,. LOAM SEED ,4 NO SCALD f' : FLOW CUTLETto ;� r ' ✓� ° . PIPE '. • REVEAL VARIES ` MET T E EXISTING { .r - « (TYI'.} _., � Y , . `` COMPACTED ,, VERTICAL GRANITE CURB . ,.-:.. 1' REVEAL) �QEDrat s Nr R I�rN , GRAVEL BASE _ 8 �v R_° ^ u S MIN. TOP COURSE r t CEMENT T CONCRETE POLMHnMEFINISH GRADE � � ;m �`� f7UER E ,�Ls. - �. .. �`` FLAN . , _ y. , , , , .. ..: 2 �c� PSI : . y 4 'FOR aRlt�E—THR1 , ' (fry!//y� P.S.I. POdi T! yyy (py) : T ' BASE [f��f'}� r�''`��.'y4 CEMENT CONCRETE W,, � ,,,° .,::f .:... , UNDISTURBED r. " � ( �'is " f}+ �\ J/{ r MATERIAL M MATSSAs FLOW 2 APPROXIMATE MTUM r� GRANITE CURB » y, -, .; . � C(7Mfl,4i�'TEL► GRA4�L RASE NO SCALE: 00 - , (s MIN. DENSITY) , y , ECTION NOTE NOTE CONCRETE FINISH TO 6E MEDIUM TtA(,dRE BROOM RIP—RAP SHALL MEET M.H.D. CRITERIA: FINISH PERPENDICULAR TO DIRECTION OF WALK NO SCALE 12.02.02, "STONE FOR PIPE ENDS" WAH 'r TROWELLED EDGES1 34._ �fA O". �Ya"TYP. . 0 F IA CANS REINFORCED CONCRETE SECTION PIPE OUTLET DETAIL NO SCALE NO SCALE N 1 Ake 00 F4f � VOMIT CONTROLGRAM &&RON AiMi ACfi= IN I�"FEI4 7Y°IC.dI} JOINT 8ITL MINOUS CONCREW 12" TOTAL LENGTH — 40' CONSTRUCTION SIN INFORMATION AND � .4,A_ SITE -p STANDARDS, REFER T 1 . y,o:, •q j' •'«"•. Y f._/J°` dam,/ s" vk,Y 'r+x'Y Y�W#vtWW.YQPWV i'160iJ4 ' 4 24 r:. a rr r.`�. „. .:m,• ... ... • ._ . . . ,., a .. � r ., .: >.,; �, SQUARE TUBE FILTER FABRIC Specifications. .. �,,.:�,..:. ..... ■ ■ ■ MIN. STEEL POLE COMPACTED PAINTED YCRUSFE� ST7N ..., , SECTION D' 10 N IK"I D 0 N U T 3 � , r m _q TOP & BOTT17M I=RtT VIEUU SINE VIEWMain 'S re-A y ` NOTES e `� :""�y ::•M :'.;: r ^ ' �° ' _: 1• MAINTAIN ANTI'—TRACKING APRON IN GOOD CONDITION Mass. THROUGHOUT CONSTRUCTION PERIOD. COLOR NOTES: Agawam, . .. . 2. ADJACENT ROADWAY ;BRAE E SWEPT DAISY TO REMOVE — ... � Gtrr►s end �'c�Ies.Royal Plum, al`a ISMS � 2 �J Satin paint f'ntsh . s r;fi:.,. for ANY MATERIAL THAT MAY $E TRAC KED ONTO PAVEMENT. (Sherwin Williams SWW 93 Fabulous Grape: �� A ; .*, WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH I 0 recommende EXISTING EDGE .� INGRESS OR EGRESS, . �.,> J & N Salema Fam!ly Limited Partnership <.: . OF PAVEMNT , . 4.) WHERE' SOILS ARE CLAYS OR SILTS, THE MINIMUM LENGTH t 4 NC►TE� � t� ^,��, .. . OF ANTI—TRACKING No.3d 1 AN I IACICING APRON FC7I2 THE CONSTRUCTION �+ L�CA�� PLAN SEE CIUNII� BRAN[? wEBSITE www.adrus.corr�'+�xtranet FOR ' CIt1rL H ENTRANCEEA � I Nc. SHALL $E EXTENDED TO � � IN LENGTH. E NV�� "` INTEGRAL ODE LIB DETAIL CC1MfaL�'E INFORMATION AND DETAILS CIVIL ENGINEERING ■ LANo SURVEYS > m ."F 1,„ NO SCALE ri ■ . . 1 O Denslow Road • P.O1. Box 1 Longmeadow,ead I� A 0102 ' , ANTI-TRACKING . �` � P: �1 :�' •61�"t�3; F. �13 � B. eCITt r� sra.net NO SCALE Scale: 1 " ' Ac& as nutted DAM, Janua , 2007 DEstaim Sys G.Wi Rua BY:J.T. & J.M. C11GICKED, Byre .W Sheet 7 of 7 SuRvey 006KA PI wE*r Numairard 06-104