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8642_SITE PLAN - 1340 SPRINGFIELD ST..pdfr;l0-~d- 5\-K-9(~(\- ~)~CJ (~)(\(l~t(~\d U ~t· • 0eI""'" 28, 2010 ~ ________________ A@ __ W~AM~ • Appeal filed; against Wendy's approval Neighboring business wants -access to parking lot By Gregory A. Scibelli TurleiPublications Cori-espondellt AGAWAM -Sprocket Realty, oWner of the property occu- pied by Phipps Discount Liquor Store, has appealed the zoo- ing board of appeals decision to allow the new neighboring Wendy 's to operate:a business with a.drive-thru window. The appeal will be heard in land = and alleges Phipps holds a "prescriptive easemenf' to utilize the common park- ing lot that previously existed on the neighboring property, owned by James l.efebrve of Coyote Reality_ Lefebrveis leasing the land at 1340 Springfield SL to Wendy's, which has already began construction of a 3,300 square foot restaurant following the approval ' of the ZBA variance on Sept. 27_ The approval of the variance was held up for two weeks because ofconcenis by onemember, James Marmo_ Though hesitant, Marmo went aloog with his fellow ZBA members and voted to approve me variance. TIle ZBA" is named as a co--defendant.and Sprocket. Realty is seeking for their deci- sion to be reversed. A "perspective easement," by definition. identifies land used by a person or business that is owned by someone else under what can ~ described as a "friendly" or "undisputed" agreement. Prior to the Wendy's propooal, the land on the west side of the property was pavement used for parking and was shared by the small strip mall on the Coyote lan~1. When the strip mall was demolished and Wendy's moved forward with their propooal, the pavement on tbe property was removed and a fence was placed outlining' the property, which is now a construction site for the new Wendy's. Sprocket is arg!'ing Cnyote has no right to deny Phipps use of the parking lot tbey have used for "more than 20 years," according to land court docuinents filed by Sprocket. They are seeking the re-pouring of 50 feet of pavement for use as a parking lot for their customers: . - Sprocket also alleges the decision by the ZBA is beyond their authority and shoUld be immediately annulled by the court_ Prescriptive_easements ,are set in Zoning bylaws and are done lOCally_ La~s typically include a stanIt~ of l~italious, which gives the' property owner whos~ landis _being used under 'the easement ,a ~ period of-time to exercise their :rights as the propert~'owners,'similar to: the way Coyote Realty is right now. :::' . -,' . The appeal must be heard-in land court within six months_ Attorneys repreSenting Phipps have claimed that patrons have every right to park on the next door property throughout the planning and conservation application process. ERRORS: Each advert '-,-'."., er is ~ed_t<l'dteJ . their adverti~emeOt t! first time it app"'·. This · ~hot pape\' _:.:- responsiblffOr m. than one corIecie<i l sertion, nor will be able f'; any error an advertisem~tto gre;.ter bientth:in t cost of the SWce OCl pied by the itertl in 1 A.........:;~t ... • TOWN OF AGAttM 36 MAIN STREET AGAWAM, MA 01001 DECISION OF BOARD OF APPEALS '.~ ·~P~et~it~io~n~o~f~:_VV~e~nd~YL'~s;In~t~e~rn~a~ti~o~na=1~,~In~c~. __________________________________ ~~~- Premises affected: 1340 Springfield Street --."') Date: September27,2010 = Case #: 1869 r The Board of Appeals conducted public hearings beginning on September 13,2010 and concluding with a public meeting on September 27, 20 I 0 at the Agawam Public Library Community Room, 750 Cooper Street, Agawam, MA for all parties interested in the appeal of Wendy's International, Inc. which is seeking a Special Permit in accordance with Section 180-44, Paragraph H of the Zoning Ordinances, which wpuld allow for the construction of a restaurant drive-through service windows at the premises identified as 1340 Springfield Street. After the public hearing and a thorough review of the facts presented, the Agawam Board of Appeals made the following findings: l. The subject property is located in a Business A zoning district. 2. The petitioner proposes to construct a VVendy's restaurant with two drive-through service · windows on the subject property. 3. Section 180-44, Paragraph H allows for drive-through service windows by stating: "Drive-in restaurants and drive-through restaurants, after a special permit from the Board of Appeals in conformance with Section 180-11. At no time shall less than 50 parking spaces be provided on site." 4. The proposed structure will meet all zoning requirements for the Town of Agawam. 5. A Traffic Impact Study, 1340 Springfield Street, VVendy's International, Inc., Agawam, Massachusetts by Conley Associates, 40 VVarren Street #346, 3'd Floor, Boston, MA 02129 dated August, 2010 was received by this Board. 6. On August 19,2010, the Planning Board voted to approve, with conditions, a site plan review for the subject propertY. 7. The Conservation Commission voted to grant an Order of Conditions on the subject property on August 12,2010. .. 8. Copies of memos from the Engineering Department, the Safety Officer, and the Fire Inspector approving this plan, were 'received by this Board. 9. The proposed dtive-through restaurant is an allowed use in a Business A zoning district. The subject property is an appropriate location for such a use and structure. 10. The approvals from various town departments and boards satisfies this Board's concern that this proposed use will not have and adverse affect on the health, safety or property value of the neighborhood. 11. The approvals from various town departments and boards satisfies this Board's concern that there will be no nuisance or potential hazard to vehicle or pedestrian safety. I • Decision • • Wendy's International, Inc. Case #1869 12. The approvals from various town departments and boards satisfies this Board's concern that adequate and appropriate facilities and controls will be provided for the proper and safe operation of the proposed drive-through service windows. 13. The approvals from various town departments and boards satisfies this Board's conct<rn that the proposed drive-through service windows are not considered so objectionable or obnoxious that the proposed use would be against the public interest or detrimental or injurious to the character of the neighborhood. Based on its findings, the Board is of the opinion that it is within the authority of the Board of Appeals to grant a Special Permit as stated under Section 180-44, Paragraph H of the Zoning Ordinances. Now, therefore, by a unanimous vote of its three members, thc Zoning Board of Appeals hereby grants the petitioner a Special Permit to allow for the drive-through service windows with the following conditions: I ;. The petitioner shall construct the proposed project according to the plan submitted entitled "Wendy's Old Fashioned Hamburgers, 1340 Springfield Street, Agawam, Massachusetts", sheet 3 of8, Layout Plan, prepared by 1.R. Russo & Associates with a final revision date of August 4,2010 and signed by the members of this Board. 2. All conditions set fOlu'i by the Planning Board in its approval c~ t.'1eir site pla..'1 revievl, dated August 19, 20 I 0 must be adhered to. 3. This special permit is for the construction and use of the drive-through service windows . only. All other zoning and building regulations must be met. 4. The footpath to the rear of the subject property, which abuts the property of Peter and Barbara Cecchi of 102 North Westfield Street. Must be blocked so that it cannot be used as a "cut through" between these properties. . 5.· All large truck deliveries and trash pickup must be between the hours of I :00 AM and 5:00AM. 6 .. Any major change to this site plan necessitates a return to this Board for approval. 7, The petitioner shall record with the Hampden County Registry of Deeds a "Notice of · Special Permit" form, which shall be provided by this Board and proof of said filing must • be submitted to this Board and to the Inspector of Buildings. 8; This Special Permit shall become null and void if construction does not commence within · two (2) years from the date of this decision. This decision is subject to appeal in accordance with M.G.L. Ch. 40A, Section 17 within 20 days after this decision is filed with the Agawam Town Clerk. Attaclunent: Signatory Page of Decision 2 • Case #: 1869 Date: September 13, 2010 Applicant: Wendy's IntemationiLl Address: 1340 Springfield Street TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MA 01001 BOARD OF APPEALS SignatorY Page of Decision • Bya unanimous vote of its three members, the Zoning Board of Appeals hereby grants the petitioner a Special Permit. / This approval is subject to the conditions set forth in the attached written decision. Doreen Prouty .1/;1-7/1); Joseph Conte Richard Maggi (Alternate) ~ '~--Wendy's . passes final ~ hurdle -€t By Gregory A. S!'ibellr Turley Publications Correspondent AGAWAM -The zoning board of appeals Monday unanimously approved a special ').~ ~-~ ("'). permit for Wendy's to have ... drive-thru win-• dow at their proposed new. site at J 34°.1' ~. . Springfield St in Feeding Hills. The hearing was opened two weeks ago and a vote for approval of the variance, which is required under zoning bylaws for '"" ant drive-4hru window, was delayed because -.l of concerns fium ooe member. Last week, ZBA member James Manno said he had concerns about the curb cuts on the property and was not P'CJ>ared to vote 00 the matter without more infonnatiOlL ,At tbe continuatioo of the hearing Mooday, Marmo said be spoken with several town departments, including the engineering departmen~ and Department of Public Wodcs Director Anthony SYlvia. "I'm still not COIIlplelely happy with it, but . , will go along with it," said Manno. I;luring the meeting, Manno eootentiously expressed his displeasure with last week's page one article in the Agawam Advertiser News, "Lone vote holds-up Wendy's" but was not specific about ",hilt he found wrong with the anic1e, though be was idenIified as the Ooly boId'<>ut in the ZBA process. II was also reported in the article that Manno could not be reached fix' COIIIllIOOt Wore presstime. " 'They .-I to get their story straight from me," said Marmo. After tbe article appeared, bowever, Marmo spoke to AAN and stated that noth- . ing was inaccumtely reported in the story. Marmo explained the right to hold up the vote belonged to him atId he felt he 'was doing his jOli as a member of the ZBA. '" was thinking of the people of the town and doing my job," said Manno. Please see ZBA, page 24 Z!lk" from page 1 ~aIso.expJained while he lilvored the previous ~ for the 00nk, wbicb was Jater scrapped, he believes the plan foc . Wendy's was canpIe1ely dilftmJt and Jte bad a right to investi- gate theirnpow:t the dilftmJt pJan would have OIl the coonmmily. Malmo was the ooly person to speak at the continuation 1bougI! Wendy's applicants quicIdy coromented they felt they bad satisfied all ooncems brought IOOh by alIloWn depar1ments. ZBA Chairman Doreen Prouty and alternate member Gary Suffriti both said they were Satisfie4 with the fact that aU town depamnents were pleased with the design and plan. They also 'noted they had received an order of conditions approval from the conservation commission and site plan approval from the planning board. After the roD caD vote, Prouty listed a munber of condi- tions, including a requirement that forces Wendy's 10 come before !be ZBA for approval for any modification made to the planning boMl-approved site plan. The ZBA also stipulated deliveries to wenily's could only come between I a.m. and 5 a.m. Prouty said the stipuliltioo was instituted for traffic I,'ellSOIlS and because Wendy's said the time range is when they usually receive their nuck deliveries. Jay Lefebrve, who owns the property and is leasing il to Wendy's, said he was very pleased the hearing was nol delayed anyJurther. "In May, a couple of weeks would not mean much," said Lefebrve. "In September, it does. We're getli/lg closet to the cold months." He said he hopes the restaurant will be built by the holiday season, ry... ..... "6 Lone vote holds-up Wendy's By Gregory A. Scibelli Turley Publications Correspondent \' AGAWAM-Despite winning all its required approvals from town agencies, the proposed Wendy's restaw-ant at 1340 Springfield St has been put on hold \i) due to one lone vote. Last week, ZoiIing Board of Appeals member James I Manno cast the only vote against final approval of the . ~'. . P,ro '~ect by requesting more in~ormation regai'd.' ing a .'!f1llIlce for the restaurant's drive-thru feature. ZBA . Chairman Doreen Prouty said Marmo had concerns with the current cmb-cuts for the property and wants ~ more information befoJ;e be is willing to vote in favor of the drive-thru variance. Marmo's vote C<Jlltinues the pubiic hearing for the variance issue. Wendy's plans had been approved by both thepJan- nirig board and conservation commission and had the unanimous support of all town departments, including engineering, which reported that all issues with the plan were completely satisfied. The ZBA had a\ready granted an approval for a drive-thru window to a previous applicant who wanted to build a bank on the property. That plan was IaJer scrapped. Manno could not be reached for comment. Prouty and alternate member Gary. Suffriti are both supporting the drive-lhru proposal and said they would be voting in favor of the variance. Suffriti is an alter- nate in the public hearing for regular member Josepb Conte. "These people have met all of the requirements of,. the other boards and every single board and COI1lIIlis-. sion has signed off on this project," said Prouty. "It should be able to go forward." Wllbout Manno's affinrtative vote, the variance can- not be granted because at least three "yes" votes are required. In a situation where there are only three members of the board hearing an appeal, the vote must be unanimous for val. IIlC ned.flng nas , Deen conunueo [0 lnlS MOnaay;- ..• Sept. TI at 6:30 p.m. at the Agawam Public Ubrary's Pien:e Conference ROOOL Minor COOSInJCIion has aIn:ady begun on the proper- ty after WeiIdy's received approVal from the planning board for the 3,300-square foot restaurant. Their . drainage plan for the site was questioned. but ultimate- ly approved by the towo's engineering depanmenL Sprne residents have also raised objections to the proposal, which is allowed by right under the ~ zone, due \0 tIaffic reasons, saying the restawant will produce too much traffic for a.n ----'-=== .. -p already congested Feeding Hills cen- ter. Traffic studies submitted to the planning board showed no major changes from the traffic produCed by the plaza previously on the property. The studies also confirmed that Wendy's will present no major inter- ference with the arrival and dismissal times arthe nearby Gtanger ScbOOI on North Westfield Road . • • . AMgus126,20JO AGAWAMADVE, Barring permit delay, Wendy's ready to · build By Gregory A. Scibelli Turley Publications Correspondent AGAWAM -Wendy's is just one step away from beginning construction and bar- ring any pennitting delays, officials hope to begin construction at the end of September with a Christmas completion date. The Agawam Planning Board unanimous- ly granted site plan approval last week after Wendy's officials agreed to make last minute changes to their proposed sign. Overall, planning board membe", were very satisfied with the way Wendy's addressed any and all concerns brought for- ward by the town's engineering department, something Chairman Travis Ward said is "very rare." Planning board members addressed the traffic study subntitted by Wendy's and the sign issue and cleared up some other small issues prior to voting in favor of the site. The town's engineering department said they approved of the traffic study submitted, which shows that peak times for Wendy's business will not interfere with high traffic for dismissal at Granger School and Agawam Junior High School. Planning board member Michael Morassi requested a change in the sign, referring the yellow reader board as unsightly given the character of the street. "I'm not really tIuilled with the sign," said Morassi~ "We're trying to keep a certain . look in that 3l'ea My opinion is to see some- thing that better fits the area I wish I had a suggestion for you but I don't." John Derr, field construction manager for Wendy's, agreed to remove the reader por- tion of the sign so it will just have "Wendy's" and the picture of tbe Wendy's girl on the top . He showed a number of variations before arriving at that solution, which pleased planning board members. Other smaller issues addressed included the possibility of an expansion of Springfield Street. Engineer Timothy Coon said setback of the building and the way the driveway is being constructed will allow for an intrusion on the Wendy's property. . ''We are well behind the setback require- ments and if the road is expanded tbere is still plenty of room to approach the drive thru," said Coon. Planning board member Mark . Paleologopoulos suggested the landscaping ,orne close or match lahdscaping of business- es across the street to create a similar look. Planning and Conservation Director Deborah Dachos said Mayor Richard Ccben has gotten in touch with Stop & Shop offi- cials about a possibility of access from the neighboring grocery store. Stop & Shop is reviewing plans and proposals. Wendy'S is still subject to bearing with the zoning buard of appeals in September. Derr said as long as there are no other delays, the project will move for-,------'---- ward afler that process. • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 August 20, 2010 John Derr Wendy's International, Inc. 3 Carlisle Road, Suite 250 Westford, MA 01886 Dear Mr. Derr: . Tel. 413-786-0400 Fax 413-786-9927 ~A_t its duly called meeting held 01;1 August 19,2010, the Agawalll Planning Board voted to approve the Site Plan entitled "Wendy's Old FashionedHarnburgers, 1340 Springfield Street, Agawam, Massachusetts;', prepared by J.R. Russo & Associates with a final revision date of 8- 04-10 . A condition of the site plan approval, as discussed and agreed by you at the meeting, the proposed sign will not include a reader board and will the Wendy's logo only. If you have any questions, please contact this office at (413) 786-0400, extension 283. Sincerely, Travis P. Ward, Chairman AGA WAM PLANNING BOARD TPWIDSD:prk cc: J, R. Russo & Associates Coyote Realty Building Dept. Board of Appeals Engineering Dept. Town Clerk, File = ;'0 :: .. :., , 08/19/2010 12:42 FAX 4138210631 Ii!i 001/002 • • • To: cc: From: Date: Subject: PIlIDIIing Board File • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Anthoay M. Sylva, :r.E. • Superintendent MEMORANDUM Engineering Department AUgust 19, 2010 TIlIffic Study-Wendy's -1340 Springfield St. Per yoW" request, we have reviewed the. "Traffic Study -1340 Springfield Street, Agawam, MA; Prepared for: Wendy's International, Inc. 3 Carlisle Road, Suite 205 Westford, MA 01886; Prepared by: New England Environmental, Inc. 9 Research Drive, Amherst, MA 01002; Date: August, 2010," 8ild we approve the report. However, we have the following comments: 1, Although the traffic study was not performed during the school year, the weekday peak traffic flow rates for the proposed project should not occur at the same time as the drop-<lff and pick-up for the Granger School students. The peak time for Wendy's is anticipated to be from 11 :30am to 1:15pm, The obSetVed peak time for picking up Granger School students is from 2:20pm to 3:20pm. 2. The study does show some impact on the Feeding Hills intersection, but it is negligible when comparing the "2015 Build" delays to the "2015 No-build" delays (less than 2 seconds). 3. The queue analysis for the drive through and parking generation should be more than adequate for containing the vehicles on site during peak times without impacting Springfield Street. However, as with any destination, there may be some minor queuing on Springfield Street particulllrly for east bound vehicles needing to make a left tum into the site. Vehicles wishing to make a left t\U"n out of the site may also experience some delaYs during peak traffic times. However, there lire two 1anes for exiting the site (one for left 8ild one for right turns), If you have any questions please do not hesitate to contact this division. Sincerely, ~GVMIl1.' Vladimir caceres Civil Engineer .,'"p\S42·......ty. ,_t. 1340 ~ "(.p·Sl2)1m .... 4 IdlIic "'eIy.doc ~ Town Engineer • • 1412 N.W. Fourth St., New Philadelphia, OH Basec Management, Inc. • IE 12'-0" 10'-0" 3" -J' Z:'s" 14'-2" NAnONAL SIGN SYSTEMS 155 Grandview Ave., Columbus, OH 43215 614 486-3338 1 1800 544-6726 FAX 614 486-0038 >1 • r;~pnt, PRODUCT FEATURES ~ Double faced extruded aluminum cabinet. ~ Embossed polycarbonate pan faces. ~ 3 line reader board for 8" Individual letters. ~ Formed ABS pole cover w/copper inset, ~ High-output illumination -800 milliamp. ELECTRICAL REQUIREMENTS: Upper Sign: 9.8 amps .120V/60 Lower Sign: 8 amp •• 120V /60 Tota~ 17.8 amps • 120V/60 FOUNDATION REQUlREMENTS: Concrete San -4'-10" Dta. x S"-()" D.ep. (foundation speclflcatfons sabject to local loll conditions and code require- ments.) Direct burial installation. Pl..EASE NOTE: • DRAWNG NOT TO SCALE • COLORS ARE REPRESENTATIVE ONLY H,\ENG_DOC\ WENDY'S\COLOREO\C_ YlPI7t.GEO _lib c,v..u \ YlENDY·S.PAL l • Page 1 of 1 Deborah Dachos From: Connie [nonslarvingactress@yahoo.coml Sent: Wednesday, August 18, 2010 3:41 PM To: Deborah Dachos Subject: Wendy's restaurant Good afternoon, I would like to thank you Deborah Dachas for taking the time to hear my concerns regarding the proposed Wendy's restaurant. I'm writing this letter to voice not only my personal opinions but countless residents of Feeding Hills that I have spoken too. Please read this letter at your Thursday meeting. Many residents have expressed their concern regarding the proposed National Fast Food chain in Feeding Hills. We have come to view and cherish our agricultural history. We hold in high regard the business' that try to preserve the "look" of our past. Although we did not need another gas station at the intersection, it was a relief to see the building was aesthetically pleasing. We do understand that your board is limited in requirements for new buildings. But it is our hopes that you will use your power to ensure Wendy's does not become an eye sore with it's normal business appearance. Lighting is normally intense sodium mercury lighting standing over 40 feet in the air. Their sign is an enormous ostentatious sign which will stand out as yet another eye sore. It is most unfortunate that we cannot prevent a fast food chain from coming to the congested center. Especially since a brand new family owned business, selling hamburgers as well, opened one street away. The proposed drive thru will of course, add to the congestion. We do realize the intersection is going to be redone in the distant future. But, a drive thru adds to the convenience of this fast food chain. If it truly is a "family" restaurant then why can't it be a place where people will get out of the cars and sit down to enjoy meal. Mostly because they derive their profits from quick traffic in and out constantly and till the late hours in the evening. Again, if our residents have a choice to a sit down hamburger meal, they may indeed choose a local family owned restaurant to support instead. If anything, denying them a drive-thru would show some support to our small business' trying to make a successful business right here in Feeding Hills. It is with hopes that in the future we can provide the Planning Board with "design review" authority. E nough is enough with these ugly business' coming in to scoop up profit but do nothing to protect the history and devotion so many put forth into our community. Although we as a community cannot prevent these fast food chains from placing a restaurant anywhere they'd like, it will be our faith in the town officials to ensure a building honoring our history will be constructed. Thank you for taking the time to listen to our opinions and concerns. Respectfully, Connie J. Casagrande 41 Memory Lane Feeding Hills, MA 01030 413-786-9891 8/19/2010 • • D:~ah Dachos From: Sent: To: Subject: tcoon@jrrusso,com Thursday, August 05,201010:21 AM Deborah Dachos Wendy's Site Plan Attachments: Photometric 11x17,pdf; Light Cut Sheets,pdf Debbie, • Page 1 of 1 In the event that you have time to look at these prior to tonighfs meeting, I figured I would send you the Photometric Plan and updated lighting cut sheets for the Wendy's site, Please note that the cut sheets labeled PL-l correspond to the lights labeled PL-2 on the plan, and the cut sheets labeled SL-l correspond to the lights labeled PL-4 on the plan, I will submit corrected copies of the cut sheets tonight. Let me know if you have any questions, Timothy A. Coon J.R. Russo & Associates, LLC 1 Shoham Road East Windsor, CT 06088 Ph: (860) 623-0569 Fax: (860) 623-2485 email: tcoon@jrrusso.com 8/5/2010 · . . · . . · -- 1 ..: .... I . . - • .,..., : . --.:.. : ; ; - -. " ~ . " I! • .. ~ . .. • ; i . , 1 ~ /--r '. . 1- I I • • p,S"'U"bnU"·"tted=b"-"L·=ti=S=",,ems""li'C0';"Co7"lum:';"'bu"'s _________ -i Catalog Number: .~ Job Name: MSV-A1O-P75-H3-F-O-HS-DB-L Ujhllog ~ Wendy's -2009 Blanket SSS-30-50-7 -82-OB tI~1IIc. Notes: Type: PL2 MSV SERIES MSV M,PUL.SIVe- • Malls, retail complexes, industrial sites or any large area IIQhting project where superior performance, design flexibility, and value are a must. -Lightweight, rugged, one-piece formed and weide<:! aluminum for smooth wall construction and wea1help'oofing. Pre-drilled for arm rnWlting. Decorative embossed band and reveal colors available. Extruded aluminum door frame with rigid comer bracing and die cast zinc latches for tool-free entry (flat glass lens). Formed aluminum doorframe (corNex lens) with stainless steel, Knurled head thumb screw design for tool-free entry, Quality high temperature rated ettnr:ttd silicone gcsK8t seals out meets, drt and mois1lJ'e. Tempered nat gtass lens provides impact and thermal shock. resistance and a sharp flAI cut- otf claSSification. Impact and thermal shock resistant convex lens pnMdes improwld light 1eYe{ unifoonity and broadened kJminaire spacing. • Vertical and horizontal ~ OJientations available: IES types I, II. I, IY, and V distriIIu1ions. Ylp, V3P. VSP and HSP reftectol'S are Yy segmented. V4 ;mel H4 reftedors are mliti-pieal design. H3 and H5 reftect:ofs are hydroformed. AI (ef\ecmrs are rotat:abte. Spil1er mooot has foortwin-1lJbe arms attactWlg hOuSIng to pole top fitter. Yoke mOl.l1t has two SIJIIlfe arms sewing hot.tsIlg to pole top fitter. Extruded aum.Jm II'ms ifI4" II'ld 10"1eflgths along with multiple adapters prOYide mcmti1g flexl*y. MOOUI porcelain socket, pulse rated, with spOng-lOaded, nickel-plated center contact and reinftwced lamp grip screw shell. ONA type, HPF ballast, starting rated at -20°F (_40°F tor HPS). Durable LektrOcote"TGlC thermoset polyester powder coat paint finish assures long life and maintenance- free service. ~ UL 1598 listed and GSA certified tor outdoor use in wet locations. • IDA fixture seal at approval. ORDERING INFORMA710N ORDERING EXAMPlE IISV I Series -,_ USO" M I UOOOI P1! I _. ..... " F I Lens 5 I -.. • DB I Color 480V l8C1G-1tm IUIIWS T!'l---' 1['J---' __ , I If __ , , . 1 .l.!:!::::,; A • • .. ...... lUI ,," 21" NlA 2.8 fl1* 681bs 381 mm 533mm 0.35m' 30.' "" CGnEI14112" 2f" sq. 12" 2.4 n.' 63'1>6 368mm 533mm 31-4mm .1m' 28.'"" If(fff;fIIM MIl.....,,,, dI". .... ___ .... ,.,._a. EMirUtI'. -----SI 8l C D All: EPA ....... SPllEII 3311116" 36112" 0.5 ttl 9100 856mm 928mm O.15m2 4.1 kg lUll! 3S 3/16" 33 11/16" 1.6 ft.' 11 Ibs RPM I ...... 894 mm 8SS mm O.49m· S.Ok(! T rn-Tap-'-120f277/347V' .,1 1000 watt (BT-37) 1 RIt_~MI)'_ktfflIIDfII..., -t FGtIrr ..... .,,.. ........... -j GIIIIIf"""'" I MIt ......... SOHl. ........ ..,15II ..., kI'S, ____ .., 'UOIIfIfHl'S. S ." ............ ___ .... .." .... III'S. f 1IInIt....,..., """81-~ II-' -~.iIqI-. '-Y~IIIiItIIIJD_ '-YtMMlbllllIfrII fOODlt'PSM( fI1fIWlf>S," _lIP< 1t1~tIr!J(J·~/IoI'I$. II J5t)_m.u ($eQ!nen1ed}' E SOHz 22()/24OV 1 1201" • 2081" • 2401" • 277V' F 347V' • No Balast sa Gniy (taxt.ad) " Platirun Silver (slTlOOCh) ID Red (smooth) (premium colaf) FIlii Forest Green (\edurecl) {premium cdor) .. CustooJ CoIoc (consult facb):) QZ n ,. L voIIage: ,3-24O,4-2n, f-48(], '-347) Photo Buttllrt (repace I with '1'01808: 1-120, 2-208.3-240, 4-2n. '-347) PhoIoCel __ • with voltage.: 1-120, 2-208, 3-240, 4-2n, 5-480,1-347) Ol.llrtz Restrike wittl15f1N DC bayonetlill!C!" _."'" !\evaa!' (replace D wiIh coO designalion) EI option must be chosen will reveal opIon r:f:Ionate Vandal Guard Submitted b l hti S terns of Columbus Job Name: • Wendy's -2009 Blanket ".,.. Die·fonntd rectilinear housing to have contiluous comer welds creating a seamless one-piece endosure. Housing material to be heavy gauge low coppe1 alurnioom alloy. Door assembly to recess romplelely within luminaire housing creating evenly spaced reveal Il/Id floating door IIIlpearance. 8GGII.IlSrs FlAT LENS DeSIGN: Exlrud8d aluminum doortrame for tempered flat glass lens desilln to have.w miter Cutcom8iS with internal comer key brackets for rigid support. Rnish to be anodized with natural aluminum color. Tool-free entry design provided by corrosioo-resist8nt, spring-loaded die cast zinc thumb latches (one per comer), Extruded silicooe gasket profile to positively seal tempered glass lens to doorframe and doorframe 10 lumlnaire houSing ensuring a contaminant fee environment Compfete removal of the door assembly is achievabit without kloIs. COhVEX LENS DESIGN: Oie 'onned akuooufTl doorfnIme with impact and thermal·Shock resislalll convex lens, YUlcaI1ized OIlS-piece extruded siIicooe gasKet, and klOI-free enty witt! two Kruted head stairJIess steel screws. Two addttiooal ~ treated screws provide door hi'lging and two additional points 01 attactwnent kif ~ gasket compres:siGn. MatctWlg TGle thennoset ~ po:w4er pan fillsh to match the lumirlaie llousing color. •• !PAIIUES Flat Lans .. /4. Ann • 01 ... 1.2 ... (Must be ordered separately. for fteld ins1aIlzIkn.1 ~ ii~ i., restricts IigtU'lg 10 any one side at fixtu'ei black finish stMdard GIN. SlWlid for sag glass tI1its only; restricts AItlt 10 IWlY 0Ilt! Roontl Pol. Tenon Adapter (4@ 90") (21/a"·2'1," 00 tenool freguires 4" I'OUld POle adaoten Roond Pole Tanon Adapter (3 @ 120") (23J8"·2'/," 00 teoonl (requires 4" round pole adapter! I~D""",*",'*""'-.~:Dllrlfo.t/ ...... 2 ..., "'**'f po.W, "..,,., DtfI,.,.,. n • Catalog Number: MSV-A 1 O-P75-H3-F-O-HS-DB-L SSS-30-50-7-B2-DB Notes: Type: PL2 ",.,. The hnlnaire hoosillg sIIMI attach to II mooo\intl harUware 'lia two 1/t" diameter boII&"rods. Mounting ~ns 10 include Mgid !PI a.ssembies, ktIUCk1ed ann assemblies tor nat surfaces, kntJ:kIed arm assemblies fa" 2318" OD lenon, wall bracket adapter, and round pole adapters enSUfing maximum ILIT1illaire versalillly. All mounting acces:sorias should InOOde gasket between the housing and accessory. CJf'I'ICI The luminalre should be available in both vertical an:t hcrIzonIaJ lamp otienWtiOn£. All o¢iCaI assemblies are 10 1M! field rdalable in 90" increments. All flat gieas cooI'Igurations 8Je to be IES -Full Cutoff classified. Internal house side shielding to be awailable with horizontal Type III distribution and field installable. flEtnW.oIL Available HID wattage range of 250 10 1000 watts from Metal Halide, Pulse Start Metal Halide, High Output SUper Metal Halide, and High Pressure Sodium SOIIe8S. Additional options include tusing, photocell cell control, and quartz restrike tamp. ,... TGlC thermoset polyester powder paioIfi1ish applied at norniflaI2.5 rrII tNc:kness. Prior ao pailtlng all luminaires and moulting accessories should be fwJrougIiy cIea'Ied willi acid aoo aIkaIoe dealers followed by the application d a chromale COtNerIiICWl corti .... ~ LL15981JWOY9d and CSAcertified lor outdoor uae in wet IOCatiOna FIOUIID POLE ,w/'·"'m ... • 7.3 1.1 1.5 PhotocontroI-Twist-lock CeH (347V) $luting Cap -Twist-lock #2 DRIll. PATIERN FOR POlES Due tv otI' continued efforts to inprove otI' products. product specffications are subject to change without notice. Spaulding Lighting. 701 Millennium Boulevard. Greenvifte, SC 29607 • PHONE: 864-678-1000 For more information visit our web site: www. ....... ~.I111 ..... • -2009 Blanket SQUARE STRAIGHT STEEL Features • Square Straight Steel Shaft • One-piece construction • Side, Tenon, or Pad mounting available • Ground lug standard • Galvanized anchor bolts and template included (4·bolt design) • PL2 • Base cover standard (Square) ~~ • Gasketed hand hole cover standard (3"x5") "~. ~. • Lektrocotee finish standard II ~)I • (SA certification available •. • ~ Pole Ht Nortlln.~1 Wmd I uad Rating Bolt Pole- Lltalog Number ---Sh,lft 70 SO lIO 100 120 Wall Circle Bolt Clrd(' Bolt Sq H.lSl Platt.' Anthor Bolt Bolt Wt ft m 01111 MPII MPH MPH MPH MPH Thick (Su ) (sq) Size Pro] (lb~1 SSS.1G-40-1-XX-XX 10 3 .• 4 38 28.S 22 17 SS5--1G-50-1-XX-XX ,. 3.0 5 60 46 36 2B SSS-l140-'·XX-XX '2 3.7 4 28 2' '5 12 SSS-'2-5o.,-XX-XX 12 3.7 5 45 33 25 20 SSS-,40-6'·XX-XX " 4.3 4 23 17 12.5 9.5 SS$-,4040-7-XX-XX ,. '.3 • 34.5 25.5 20 15 SSS-l.so.,·XX·XX ,. '.3 S 38 2S.S 21.5 16.5 SSS-I~I-XX-XX 16 4.9 • 19.5 14 10.5 7.5 SS5-1~7-XX-XX '6 4.9 4 29.5 21.5 '6 '2 555-16-50-1-XX-XX 16 4.9 5 32 23.5 17.5 13.5 SS5-16-50-7-XX-XX ,. 4.9 5 47.5 35.5 27 21.5 SSS·, .... ,-X)(..XX 18 5.5 4 16.5 11.5 8.5 6 SS5-18-40-7-XX·XX 18 5.5 • 25.5 '8 13.5 10.5 S5S-1S-50-1-)O(·XX '8 5.5 5 27.5 20 ,. " SS5-1B-50-7-XX·XX '8 5.5 5 42 3' 23.5 18 SSS-Z()..4().l-XX-XX 20 6.' 4 13.5 9.5 6.5 4.5 S5S-2~7·XX·XX 20 6.1 4 22 '6 11.5 8.5 5SS-20-50-1-XX-XX 20 6.' 5 23.5 17 '2 9 SSS-ZO-So.7-XX-XX 20 6.' 5 36.S 27 20 15.5 SSS-20-60-7-XX-XX 20 6.1 6 S, 38 28.5 22 S5S-25-40-1-XX·XX 25 7.6 4 8.5 5 3 1.S SSS-Zs-40-7·XX-XX 25 7.6 4 14.5 10 6.5 4.5 SSS.25-50-'·XX·XX 25 7.6 5 15 10.5 6.5 • S5S-25-50-7-XX-XX 25 7.6 5 25 '8 12.5 8.5 SS5-2S-50-3-XX-XX 25 7.6 5 36.5 26 '9 14 5SS.25-60-7-XX-XX 25 7.6 6 38.5 28 20.5 15 SSS-27-40-7-XX-XX 27 8.2 4 9.4 4.2 S55-3Q.....IO-7-XX-XX 30 9.' 4 6.5 4.5 2.5 1.5 SSs-.J0.60..7·)Q(-XX 30 9.1 6 30 20 1. 9 S5§..~3·XX-XX 30 9.1 6 42 30 22 '6 S55-35-60-1-XX-XX 35 10.7 6 20.5 13 8 4.5 SSS-15-6O-3-XX-XX 35 10.7 6 26 '8 '2 7.5 SS5-4O-6()..7-)()(-XX 40 12.2 6 11 8 3.5 NR SS§..40...60..J..XX·XX 40 12.2 6 14 10.5 5.5 2.S " .119 ,,- 19 .119 ,,- 7.5 .119 ,,- 13 .119 ,,- 6 .119 ,,- 9.5 .179 U- 10.5 .119 U- 4 .119 U- 8 .179 "" 8 .119 ,," 13.5 .179 "" 3 .119 U- 6 .179 ,,- 6 .119 ,,- " .179 ,,- '.8 .119 ,,- 4.5 .179 ,,- 4.5 .119 ,,- 9 .179 ,,- 14.5 .179 ,,. NIl .119 1'- 1.4 .179 U- NR .119 U- 4 .179 U- 8 .250 U- 8 .179 '2- 1.2 .179 ,,- N" .'79 ,,- 3.' .179 12- 8 .250 '2- N" .179 '2" 3.4 .250 '2" NR .179 12- NO .250 12- 8 -1'" 5.6 -1.a" '0.25 x 0.75- to -13.S" 7.1 -9.S" 12x ,. 8 -11 '" 5.6 -7.8" 10.2S x 0.75" 10 -13.5" 7.1 ·9.5-12 x," 8 -11'" 5.6 -7.8-10.25 x 0.75- 8112 -12" 6 -8.4" 11 X ,- 10-13.5" 7.1-9.5" 12 xl" 8 -1'''' 5.6 ·7.S-10.25xO.75" 81/2-12" 6· 8.4'" 11 x 1" 10-13.5'" 7.1 ·9.5'" 12 x 1" 10-13.5'" 7.1 ·9.5'" 12 x 1" 8-11'" 5.6-1.S" 10.25 x 0.75" 8112 -12" 6-8.4'"' 11 xl" 10-13.5" 7.1 -9,S''' 12)( 1" 8112-12-6-S.4" 12 x 1" 8-11" 5.6 ·7.8'" 10.25 x 0.75'" 8112-12" 6 -8.4" 11 x 1" 10-13.5" 7.1 · 9.S" '2 x 1" 10-13.5" 7.1 ·9.5" 12 x 1" 11 -13.5" 7.8·9.5'" 12 x,''' 8 -11-5.6-7.S'" 10.25 x 0.75" 8.5 -12"' 6-8.4" 11 x , ... 10 -13.5" 7.1 -9.5" 12lC ,- 10-13S' 7.1-9.5'" 12 x 1" 10-13.5" 7.1 -9.5" 12)1 '" 11 -13.5" 7.8· 9.5" 12)( 1" 8.5 -12" 6 -8.4" 11 x 1" S.5 -12"' 6 -6.4" 11 x'- " -n .s" 7.8 -9.5" 12x ,. 11-13.5" 7.8-9.5" 12x ,. 11 -13.5" 7.8 -9.5" '2 x," 11 -13.5" 7.8 -9.S" 12 x 1" 11 -13.5" 7.8 · 9.S" 12x'" , 1 -13.5" 7.8 · 'is' 12 x," 314 x lOx 3- 314x30xr lI4x30xr 314 x lOx 3" 314x30x3- 1I4:r30x3- 314 x lOx 3" 3i4x 30x 3" 3I4x30x3" 3/4 x 30 x 3" 314 x 30 x 3'" 3I4x 30 x 3- 3I4x30x3- 3I4x30x3- 3/4x30x3- 3/4x30x3'" 3/4x30x3'" 3I4x30x3" 3/4 x 30 x 3" 1 x36x4H 3/4:1 30x 3'"' 3/4x30x3- t x36x4- t x36x4- lx36x4- 1x36x4" 1 x36x4· 1)(36x4" t x36x4· 1.25x42x6" 1 x36x4" 1.25 x 42 X 6" lx36x4- 1.25 x 42 x 6" 4'" 91 4'" 106 4-104 4-122 4" 116 4-'58 .-'38 4-'28 4-176 4-153 4-2'4 .-147 .-201 4-175 ." 243 ." 160 4" 173 4" 19' 4-266 4-312 .-238 .-266 .-231 •• 32 • •• 437 .-404 4-,.. .-313 .-467 4-630 4-538 4" 726 4-614 .-802 Allowable EPA with 1.3 gust factor. To determine max. pole loading weight multiply allowable EPA by 30 Ibs. P'ubli!tltd allowable EPA values based upon calculations of Spaulding lighting. Allowable EPA values for proJem requiring AASHTO methodology are available upon request. Note Fadorysupplied template must be used when setting anchor bolts. Hubbell Lighting will deny any claim for Incorrect anchorage placement resulting from failure to use factory supplied template and anchor bolts. Ordering Information [x""'pl., S S S )5 40 1· A 1 DB Complete part number requires shaft above plus mounting type. finish. and appropriate options below. BX OX ,X ., P2 '3 fA TB TIl CD OT Stefe • Double at 90·' . . Side· Triple at 90-1 Side -QUad at 90-' Pad Mount -Spider Type Pad Mount -Yoke Type Pad Mount -Yoke Type (Proformer Xl only) Tenan (2 3/8'" CO) lenan (2 7/8-OD) Removable Tenon (2 3J8 x 4 114)2 Concord luminaire No drilling (includes pole cap) I'! WH GR PS RD FG CC PR Crass Se<t. Style Bark Bronze ,R.t White Gray Platmum Silvet' Material Red (premium calar) Forest G~ (premium (olor) Custom Color (consult factory) Primer Only Nam. length Nom. Shaft ~' Qll Q22 Q26 Q27 Q30 Q32 Q40 LAB CSA Shaft Thick. Mount Type Finish Internal Coati~ (Hubbell Seal) 15 Amp GFO R«eptade and CCM!f' Extra Handholel 112"' Couplingl 3/4" Coupling-2-Couphrif Mid·pole luminaire BrackeV (12 " long with 2 3/8'" 00 tenon) Vibratian Damper less Anchor Bolts CSA Certified (consult factary) DRilL PATTE~NS: Replit! X witll tile following numbttl to Indicate tile appropriate Mmlhalfl pattern: 1 "AL, OL, 012. MY. NK. 00, OR, Pf, Sf, WN 2" (Ml, CM2, 01, RCS (Rawn). RCL (Rav!n) 4" OS, MSS 5" 013 6" OM, MSV (Mlgnulquar.) RemlMlblfl tenon lISed in conjllllCtian wf1tl5~ Irm mounting. flrn Ipecify dfllired ann tonfiguratian foIlow!d by tile "TRW natallan. Eu mplt: SSS-ZS-4G-1·Ci-TlI.-OB !=~t~t~~~I~~: U;a~~~~::~:~~ pole introduC'lio~ P.9es. T~ locltion of all options must start i minimum of one foot above th.lland Ilole and be located OM foot ipartfrom one • • Submitted bv liahtina Svstems of Columbus Catalog Number: Type: .~~~ Job Name: Wendy's -2009 Blanket 1f ~1nc. Notes: l8C1~11737 • • ~S:"u",b"m";tt"ed"-"b"l:!·",h,,t;,,n~~t.~ms!!T07f C,"o~'u"m~b"u"s __________ -I Catalog Number: .~ Job Name: MSV-A10-P75-V4-F-Q-DB-'"htt "-_ Wendy's -2009 Blanket FGGS2-L -SS8-30-50-7-A2-DB ii'r.I~~r.;.. Notes: Type: SL1 MSV SERIES MSV M-PULSIIJE· • Malls, retail complexes, industrial sites or any large area lighting project where superior performance, design flexibility, and Yalue are a must SPEt:IFIt:A1III. lightweight, rugged, one-piece formed and welded aluminum for smooth wall construction and weatherproofing. Pfe.drilled for arm mounting. Decocative embossed band and reveal colors available. Extruded aluminum door frame with rigid comer bracing and die cast zinc latches for tool-free entry (flat glass lens). Formed aluminum door1rame (convex lens) with stainless steel, Knurled head tluJmb screw design for tool-free entry. Quality high temperature rated extruded silicone gasket seals out insects, dirt and moisture. Tempered flat glass lens provides impact and thermal shock resistance and a sharp full cut- off classification. Impact and thermal shock resistant convex lens provides improved light level uniformity ancl broadened luminaire spacing. • Vertical and horizontal lamp orientations available: IES types I, II, III, IV, and V distributions. V1P, V3P, V5P and H5P reflectors are fully segmented. V4 and H4 reflectors are multi-piece design. H3 and H5 reflectors are hydroformed. All reflectors are rotatable. Spider mount has four twin-tube arms attaching housing to pole top fitter. Yoke mount has two square arms securing housing to pole top fitter. Extruded alulTirJJm arms in 4" and 10" lengths along with multiple adapters provide mounting flexibility. Mogul porcelain socket, pulse rated, with spring-loaded, nickel-plated center contact and reinforced lamp grip screw shell. ONA type, HPF ballast, starting rated at _20°F (_40°F for HPS). Durable Lektrocote· TGiC thermoset polyester powder coat paint finish assures long 6fe and maintenance- free service. USTlll6!llllEIITIFItIIIIIIII. UL 1598 listed and CSA certified for outdoor use in wet locations. • IDA fixture seal of approval. ORDERING INFORMATION ORDERING EXAMPLE MSV I Series induded) A4 I Moon! WIA4 W811 Bracket with 4" rigid arm PlK I Wattage Source P17 ... PH PIS '40 V5P I Lamp Orielltation/ IJistribution 175 watt (£D-28) 250 watt (£0-28) 320 watt ( ED-2B) 350 watt (BH7) 400 watt (8T -37) F I Lells 5 I Votta,. DB I eoOr LSC16-19137 IUIGWS Ti'lm, nf~'Jm, --, --, , , 1 ~ • • C .... ...... RAT 15" ,," N/' 2.8 flt*" 6alhs 381 mm 533mm a.35m' 30.6 kg COIIVEI14 112" 21" sQ. ,," 2.4ft.' 631hs 368mm 533mm 374mm a.2m' 28.6 kg NllTE: EPA ~ MJigIrI nAIt1s do /IIIf irIdrJM IlIOfII1fing mil • W1tb ~ 4" Nf1I ~ EPA Is Z!ff'. ----81 81 .... 'fOlIE RPA4 I Options C D 3311f16" 856mm 353116" 894mm Flo! EPA ....... 361f2" O,5ft.' 9.s 928mm a.15m" 4.1 kg 3311116" 1.6ft.' 11100 856 mm 0.49m' 5."" WlA10 W811 Bracket with 10" rigid arm 45{) wnWT-R"Zl 750 watt mH7l 1000 watt (BT-37) T Tri·Tap"' -l20J2T7I34""fof o No Arm or wall Brackst h::cessay 51 Spider MoLOt (23/a" tellOfl) METII. IIII.D H11 1000 watt (8T-37) f FJatIWlS~I1IIIy""Itr.JrilIJnhd'-"P -. Z Fa:rmy witwI f!lr hig/JI1$f vuItQI un_ ", .... 4D01ntflllllJdiruml. Not.ra/Wllllllrilb50lh~t6IJ(J!IItIltmd7SIJ WIllI. HI'S, and ~ IMs with l00CiW HI'$. NotanbbltlllrilbCOlnl:lX /flmllfllll000w H1'S. Reveal HIedion nf1I/m EB -EIrIbIlsRd &ntI ..... 7 VMi:;slIaIllP ~ B On/yawll8l1Jewlllr.fOOwatt. 9 Only Mila/IIe IIIIIIr IOOOW PSIIH, 6CIOW lIPs, and ... ... 571 .. I --. fO I/equirfd fill" 90 ctIIIIIgurdons. HIP fl ~omrmU". HIGH PIIESSUIIE SDDlUM 400 watt (EO-18) 600 watt (T-14) 750 watt (BT-37) 1000 watt (ED-37) E 1 Z 3 • • 0 GIl PS .D FI; CC 50Hz 220124(W t2tlV' 2_ 2_ 277'1' 1-120,2-208,1-240,4-277, 347'1' 5-480,1-3411 No BalJast P(I)' Photo Buttorl"' (replace I with voltage: 1-120, 2-208, 1-240. 4-277, a·34ll P1ICI) Photo Cell Receptacle (replace I with voltage: 1-120, 2-208, 1-24O,4-277,1-48O,1-34rl: G~(texWred'\ QZ Quartz Restrike with 150W DC Platinum Silver (smooth) ba~lamlt Red (smooth) (premium coI~ EI Embossed Emd Forest Green (textured) I(D) Revear (repace D with color {premium colo~ desigll8tionJ EI optklll must be Custom Color (COIlSUIt factory) ch0681l with reveal 0l!!ion .. t:r,nate Yandal Guard L SIIEET' ... ...,.,...,. • • Submitted l htln S stems of Columbus Catalog Number: Type: Job Name: Wendy's -2009 Blanket MSV-A 1O-P75-V4-F-Q-OB- FGGS2-L -SS5-30-50-7-A2-DB _: SL1 _ Die·formed rectilinear housillg to have continuous corner wslds creating I S88I11less one-piece ondosure. Ibsing material to be heavy gauge low copper aluminum alloy. Door assembly to I1IctSS completely within luminaire housing creating evenly spaced reyeal and fIoatIlig door appaaranca. DGCIfI/IEIIS RAT LENS DESI~: Extruded aluminum doorframe for tempered flat glass lans daiign to have 45' mtt&r art comers with internal caner key bl'8d«lls for rigid support. Finish tD be anodized with natural aluminum cob. Tool·free entry design provided by corrosion-resistant, spring-loaded die cast zinc thumb latt:hes (one per cOfne~. Extruded silicone gasket proAl. to positively seal tempered glass lens to doorframe and doorfr8me to tuninain hOusing enslling a mntaminant fee environment Canplete removal of the dooI' assembly Is achievable YrithoIJ: tools. CONVEX lENS rESIGN: Die formed aluminum 000rtrwne ""til impact and thermal·MIock resistant convex !em, vulcaAized one-pieoe exbudId silicone gasket, and tool-free entry with two KruI9d head .stainless $Mel screws. Two adciticnal corrosion-fesistant treated screws proviGe doer hin!jng nj two addiliooal points of attachment tor eq.JaI gasket compression. MaktWIg 16K: Iflermoset poIyes&er powOer paiTt f1rish to malch lhe Iwnincire housing color. _1PA_ A.Il .... wf.· ... (Must be ordered separately. For field Instanation.l @OO') Round POle Tenon Adapter (4 @ 9O~) L&C1001t737 ~ The llIrTIreire hoosing shall attach 10 aI ml)l..lltiflg hardware via two 112" liafnet. boltslmds. MounHng oplioos to indude rigid IWTJl assemblies, kM::Ided arm asaembIies for flat surfaces, knuckled ann assamblies for 'ms" OD tenon, wei bracket adapter, and round pole adapters e11suring maximum Illminaira versatility. All mounting accessories should Include gasket between the housing and accusory. III"'ID The luminaire shotJd be available in boIh vertical and halzontBJ lamp orIent&Hon&. All optical assemblies are to be field rotaIable in 90" roemenls. All flat glass configlRtions are to be IES -Full Cutoff classified. Internal house side shielding 10 be available wtIh horizontal Type III disbibution and field installable. lllC7IICa Available HID wattage range of 250 to 1000 watts hom Metal Halide, Pulse Start Metal Halide, High Output Super Metal Halide, and High Pressure Sodium &OUrC8S. Additional options include fusing, photocell eel control, and quartz reslf'Q lamp. fWSII TGie thermoset polyester powder paint finistl applied at nominal 2.5 mil tNdcness. PrIor to palrting all ktrrinaires and Il'lOlI'IIing accessories shDli:l be ttlorougttt CIeMed with acid and aI:aIne cIeaIlers IoIowed by the applicatioo of a chromate <:OIlYeI'Sion coating. USl1lJllllOwz ........ Ul.1598 appnJ'Ied am CSA cerlifl8d IOf U\A(!tJOf use in wet - 110" Aim ,-","Ann • rn~ ".''IN' e.875 HO.E ..... 2 HI'''' /23/,".27/8" 00 tenon) (requires 4" round pole adaoler) #2 DRU PATTERN FOR POLES 1ISS-J120-DI Roood Pole Tenon Adapter (3@1m \2""'_21/8' 00 tenon) (requires 4" round DOle adaptel1 l111p1aa: .... C/1I«CNIo:o!,fIr..: .",LWthllla. t 1tII!!I..., ..... ~,.IJtII",.,.1t. Due to 0t.W" continued efforts to imprOlte our products, product specificaUons are subJBCt to cfalge without notice. Spau~ing Ughtillg • 701 Millennium Boulevanl • Gteenville, SC 29607 • PHONE: 864-678-1000 For more informatioo visit our web site: ~COIII • • Blanket SL1 Features • Square Straight Steel Shaft • One-piece construction • Base cover standard (Square) ~~ • Side, Tenon, or Pad mounting available • Ground lug standard • lektrocotee finish standard II ' • (SA certification available .' • • Galvanized anchor bolts and template included (4-bolt design) • Gasketed hand hole cover standard (3"xS") ~~~ ~ Pole Ht Nonll".ll Wind L o,ld R,l1Ing __ Bolt Pole (.)taI09 Number ~h<ift 70 flO <}O 100 110 Wall C rell? Bolt CI,de Bolt ')q Hdse ~I,lt(> Anchor Bolt Bolt WI ft m Dim MPII MPH MPH MPH MPH Thl(M: (Su ) (~q) Size Pro] (Ibs) SS5-10..t0-1·XX-XX 10 3.0 • 38 28.5 22 17 SSS-1~1·XX·XX 10 3.0 5 60 46 36 28 5S5-12-40-1·XX-XX 12 3.7 4 28 21 15 12 55s-12-5~1·XX·XX 12 3.7 5 4S 33 25 20 SSS-1~1-XX·XX 1. '.3 • 23 17 12,5 9.5 S5S-1~7·XX·XX " '.3 • 34.5 25.5 2" 15 S5S-'~~1-XX-XX 10 0.3 5 38 2S.S 21.5 16.5 SSS-1640-1-XX-)(x 16 '.9 • '9.5 10 10.5 7.5 5SS-16-40-7-XX-XX 16 '.9 • 29.5 21 .5 16 12 555-16-50-1-XX-XX 16 '.9 S 32 23.5 17.5 13.5 5SS-16-50-7-XX·XX 16 '.9 S 47.5 35.5 27 21.5 SSS-18-40-1·XX-XX 18 5.5 0 16.5 11.5 8.5 6 SS5-18-40-7-XX-XX 18 5.5 • 25.5 18 13.5 10.5 SS5-1~50-1-XX-XX 18 5.5 5 27.5 20 14 11 SS5-18-S0-7-XX-XX 18 5.5 S 42 31 23.5 18 SSS-20.40-1-XX-XX 20 6.1 4 13.5 9.5 6.S '.5 SSS-20040-7-XX-XX 20 6.1 • 22 16 ".5 8.5 SSS-26-S0-1-XX-XX 20 6.1 S 23.5 17 12 9 SSS-26-S0-7-XX-XX 20 6.1 5 36.5 27 20 15.5 SSS-20-60-7-XX-XX 20 6.1 6 51 38 28.5 22 SS5-2s.eO-1-XX-XX 2S 7.6 • '.5 5 3 1.5 SS5-25-40--7-XX-XX 25 7.6 • 14.5 10 6.S '.5 SS5-25-5()..1-XX-XX 25 7.6 5 15 10.5 6.5 • SSS-2S-so.7-XX-XX 25 7.6 5 25 18 12.5 8.5 S5S-25-50-3-XX-XX 25 7.6 5 36.5 26 19 " SSS-l~7-XX-XX 25 7.6 6 38.5 28 20.5 15 SS5-274-7-XX-XX 27 8.2 • 9.' '.2 ~30-40-7-XX-XX 30 9.1 • 6.5 '.5 2.5 1.5 5-5O-7-XlC-XlC 30 9.1 •• 3--.1 SSS-30-60-7-XX-XX 30 9.1 6 30 20 ,. • SS5-30-60-3-XX-XX 30 9.1 6 42 30 22 16 SSS-3S-60-7-XX-XX 3S '0.7 6 20.5 13 8 '.5 SSS-35-60-3-XX-XX 35 10.7 6 26 18 12 7.5 SS5-40-60-7-XX-XX 40 12.2 6 11 • 3.5 NR SSs-4().60..3-XX-XX 40 12.2 6 " 10.5 5.5 2.5 11 .119 11-S -11" 5.6 -7.S* 10.25 X 0.75- 19 .119 ". 10-13.5· 7.1-9.5* 12 X ,. 7.S .119 U-8 -11" 5.6 -7.S* 10.25 X 0.75" 13 .119 U-10-13.5" 7.1-9.5" 12 X," 6 .119 U-8 -11-S.6-7.S-10.25xO.75" 9.5 .179 U-S '12 -'2" 6 -8 .• " 11 X,· 10.5 .119 U-10-13.5" 7.1-9.5-12 X ,. • .1'9 ". 8-I'" 5.6 -7.8" 10.25 J( 0.75" 8 .179 ". 8112-12" 6 -8.4" 11 X ," 8 .119 11" 10 -13,S" 7.1 -9.5" 12x I" 13.5 .179 ,,-10-13.5" 7.1-9.5" 12x I" 3 .119 U-8-11-5.6 -7.S'"' 'O.25x 0.75" 6 .179 U-8112-'2-6 -8.4. 11 x,· 6 .119 U-10-13.$'" 7.1-9.5" 12x I" 11 .179 U-8112-12" 6 -8.4-12 x,· 1.8 .119 11" 8 -11" 5.6 -7.S" '0.25 X 0.75" • .5 .179 11 " 8112-12" 6 -8.4" "X , .. '.5 .119 11" 10 -13.5" 7.1 ·9.5" 12x I" 9 .179 11" 10-13.5" 7.1-9.5" 12x '" 14.5 .179 12" 11-13.5" 7.S-9.S" 12x 1" NR .119 ". S - , I" 5.6 -7.S" 10.25 X 0.75" 1.' .179 U-S.S-12" 6-SA" II X 1- NR .119 11-10 -13.5" 7.1 -9.S" 12x 1- 4 .179 11-10-13.5" 7.1-9,S" 12xl" 8 .250 11-'0-13.5" 7.1-9.S" 12x '"' 8 .179 12-11 -13.5" 7.8 -9.5" 12x I"' 1.2 .179 ". S.S -12" 6 -8.4" 11 x ," NR .179 U-8.5 -'2" 6 -8.4· " X ,. NR .179 11" 10-13.5''' 7. - 3.8 .2 11" 10·' . .1 -• 3.' .119 12-11 -13.S" 7.8-9.5'" 12 x, .. 8 .250 12-11 • 13.5" 7.8 -9,S'· '2 X ,. NR .179 12-"-13.5" 7.8-9.5" '2 X , .. 3.' .250 12-"-13.5" 7.8-9.S" 12 X , .. NR .179 12" 11 -13.5" 7.8· 9,S''' 12 X 1" NR .250 12-11 -13.5-7.8 -9.5-12 X,· 3/4x30xr 314x3Ox3- 314x3Ox3* 3/4 x 30x 3'" 3/4x3Ox3- 3/4 x 30:.: 3* 314x3Ox3" 3/4 X 30x 3" 3/4x30x3" 3/4 X 30x 3· 3I4x30x3" 3/4 X 30:.: 3- 3/4 X 30:.: 3- 3/4x30xr 3/4x30x3- 3J4x30x3" 3J4x30x3" 3/4x30x3" 3J4x30x3" 1x36x4" 314 X 30x 3'" 3/4x30x3- 1x36x4- 1x36x4- 1 x36x4- lx36x4· 1x36x4" , x 36x4* X 6 •• ':.:36x4· '.25 X 42 X 6'"' lx36x4" 1.2Sx42x6H 1:.:36x4* 1.25 X 42 X 6· .-91 ." 106 0" 104 0" 122 .-116 .-158 0-138 .-128 .-176 .-153 0-21' .-147 0-201 0-175 .-243 .-160 .-173 .-191 .-266 4-312 .-238 .-266 4-231 .-320 .-.37 0-... 4-290 .-313 .-.-.-467 0-630 ." 538 ." 726 0-61. 4-802 Allowable EPA with 1.3 gust fader. To detcrmlnt max. pole loading weight multiply allowable EPA by 30 Ibs. Published allowable EPA values based upon calculations of Spaulding Lighting. Allowable EPA valut5 for projects requiring AASHTO methodology are available upon request. Note F.:actory supplied template must be used when setting anchor bolts. Hubbell Lighting will deny any (I.:aim for IncorTfCt anchorage placement resulting from failure to u~ factory supplied template and ",nchor bolts. Ordering Information Ex,lIlIpl,· s S 5 -)5 40 ' A 1 DB Complete part number requires shllft above plus mounting type. finish. and appropriate options MIow. ";P'ZL;ra: TA T8 TR CD OT II,! WH GR '5 RD FG CC PO (ro55 sect. Slyle errk Bronze IRt Whit~ Gray Platinum Silver Material Red (premium color) Forest Green (Premium color) Custom Color {consult factory) Primer Only Nom. Length Nom. Sh,ft Shaft Thick. Mount Type Finish Options QS5 Q18 Q22 Q26 Q27 QlO Ql2 ~ CSA Internal Coating (Hubbell Seal) 15 Amp GFO Receptacle and C~ Extra Handholel In-(ouplin~ l!'-CoupHn,9' 2-C~,"9 Mid· luminaire Bracket] (1r ng with 2 3/8" OD tenon) Vibration Damper less Anchor BOlts (SA Certifi@d (consult factory) DRILL PATTERNS: Replace X with th~ following numlHlrs to Indicate tile 'ppropriatl! annJhol~ pattern: 1 .. AL. DL. on, MY, NK. 00. OR. PF. SF, WN 2. CM1, CW, CRl, RCS (Raven). RCl (Raven) 4 .. OS, MSS S .. 013 6 .. OM, MSV {Miol~nus~ulre) Removabletenon used in conjunction with $Ide arm mounllng. fim spedfy desired Irm configurirtion followed by the"TR' notation. Eumpje: SSS·2S-40-7'(6-TR·08 Spec:ity option location using logicfound in pole Introduction pages. The location of <III options must st;ut a minimum of Of'Ie foot ~bove the lIand 1I00t <lnd lit! Ioc.aWd ant footapart fromOI'll! another. Consult factory for '"1 U(tptions. • • Submitted ~~tems ofCoillmbus Catalog Number: Type: • Job Name: ~~~ Wendy's -2009 Blanket Noles: lSC1~1tm " > > • J.R. RUSSO & ASSOCIATES 1 Shoham Road EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX. (860) 623·2485 DATE "TTENTION REo TO ~y,JQ.vVl -Y\"v\~''''3 Veli~*-' ?£.Q \0\';,\/\ ~tf ~et WE ARE SENDING YOU ~ Attached 0 Under separate cover via _----"'IlVI"'-'-"IA"'-l'-'\~ ___ the following items: o Shop drawings ~prints o Plans o Samples o Specifications o Copy of letter o Change Order 0 _______________________________ ___ COPIES DATE NO. DESCRIPTION -Z 6-Y-IO -liD ~p ,J,<.,eJ2 ~'+I"_ ":?In.,~''- THESE ARE TRANSMmED as checked below: m For approval o Approved as submitted o Resubmit __ copies for approval o For your use o Approved as noted o Submit __ copies for distribution o As requested o Returned for corrections o Return __ corrected prints o For review and comment 0 ___________________________________ _ o FOR BIDS DUE _____________ 0 PRINTS RETURNED AFTER LOAN TO US REMARKS __ ~-----------------~------------~-----~-------------1'~f6( Me, ±'-".e.. R~II\? 'fceU\A-tec~ -t-Q ~e AUr. (, 9 LOW COPY TO ______________________________ _ SIGNED: _d:------'~IW\::O-____'____...:C~O"_'OLll".;:) ___________ _ • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 . Tel. 413-786-0400 Fax 413-786-9927 August 17,2010 Linda Costanzo Real Estate Department Stop & Shop P.O. Box 55888 Boston, MA 02205-5888 Dear Ms. Costanzo: . Thank you for returning the Mayor's and my call regarding the proposed cross easement at the Feeding Hills, MA Stop and Shop. As discussed in our earlier conversations, the Town of Agawam is currently reviewing a proposal for a new Wendy's restaurant to be located adjacent to the Feeding Hills Stop· and Shop. Dueto concerns over the volume of traffic flowing by the site on Springfield Street, it has been suggested that a driveway connect the Wendy's site to the Stop & Shop site. By connecting the two sites, patrons from the two businesses will be able to visit both sites without having to enter Springfield Street which witnesses very high traffic volumes during peak commuting times. The connection will also benefit Wendy's patrons by allo\ving them to use the traffic light at . the Stop & Shop's main driveway. The enclosed plan is not We~dy's most recent plan, but the area in question is unchang~ in the most recent plan. Please refer to sheet 4 of 8 for the proposed location. If while reviewing this plan you have any questions, please do not hesitate to contact me. I look forward to hearing from you. Sincerely, Deborah S. Dachos, Director Office of Planning and Community Development cc: Mayor Engineering Planning Board Board of Appeals J. R. Russo & Associates File • Town of Agawam 36 Main Street Agawam, MA 01001 To Mayor Richard Cohen, • Joyce A. Wesley 528 Barry Street Feeding Hills, MA 01030 413-786-4951 August 11, 2010 I previously sent you a letter of support of Wendy's being built here. I am now writing in response to the article in today's paper. We feel highly insulted that Travis Ward joked "people go to bed around 8:30 p.m." It makes the residents of Feeding Hills sound like we are a bunch of old hicks out here. There are A LOT of young people that have settled here and would benefit to having a Wendy's. As far as the wetlands, there was another package store way back on that parcel for years and it didn't seem to make a difference then. Also, Stop & Shop's and Alexander's properties go that far back and they got approval to build. When Route 57 was starting to be completed the "Wetland People" stepped in put a halt on that also. Why can't we benefit by this business being in town? It is a crying shame when a "Family Type" business has to compete with a Liquor Store. I am not a prude or tea toatier, but what has a higher moral fiber, booze or food? It is pathetic that a package store can be located across from the Junior High School and that's okay. Why not tear that down, and build a place for "Families" to go eat! I know booze is a bigger money maker, but find it difficult to ,see that Phipps' getsTIIAT busy, unless it is for a holiday. Why don't you send a questionnaire to all of the Fe . Hills homeowners, yea or nay, have them voice their wishes instead of the iticians. Thank you, ~~ Joyce A. Wesley .J .. ' _W~~dy'splanscr._l.Itiliize~.by , ',' "," local 'planning -board :_~ 'I, "'" Chainseeks"actess:to Stop & Shop parking/otl Liquor Store localed adjacent to the . i' Wendy's sile, opposed the closing of By Gregory A. Sc:ibelU ,',,', . the ftoIlt oftbe bUilding. Turley Publications CorrespOildenr'DeveIopers also said they would like , , , ,_' 19-h'lVe the restaurantOpen from 10 AGAWAM· PIaI1s for !he I)j()posed , a.m,to II' p.m. and !he drive.wu win, Wendy's al 1340 Sprlngfield'S~;,' .<Ic:IW-~(to I &,!D.; <' ". moved a bit further along lasl weel< < Planning board chairman Travis although the Agawam Planning Board,' Ward said Wendy's has addressed all reserved mal<ing a decision on site plan ' concerns and comments raised by the approval until tlteir next scheduled town's engineering department meeting on Aug. 19. ,."Thal's a rarity that all of the com- Board members said !heytelt a deci-ments have been addressed," said Ward. sion was _Dot necessary because ~·It·s really a testament to the job Wendy's sliD has two other major hur· Wendy's has done with this proposal." dIes to gei through. One was this One other piece of business !he plan- week's meeting before !he c:onservatioo ning board is going to Iool< at briefly is ~on ~ ~~o"1I!!.~,J:!llaring . the traffic STUdy conducted by Wendy's, before"the Agawam Board of Appeals which claims the restaurant would like- in September in order to apProVe plans Iy create leSs tJaffic than !he pla7a !bar for the drive-thru window. previously occupied the property: A full The proposed Wendy's will be a report was to he turned into the plan. 3,306-squiue foot building·'Wlfl;';55 " rung board for review. parl<ing spaces and will resemble its sis· One rarily during Ihe site plan ter restaurant in West Springfield. It approval procedure is offering time for will he on a long and narrow piece of public comments. Ward chose to allow property and will have parl<ing 00 both comments because he said !he project sides as weU as in the back of the build· affects !he people. ing. landscaping plans include Irees in Jeff Smith, an attorney for Phipps the property to the abutting business. When thepievious plaza ""as at the site, they shared alarge,~&I'f.with , 9 Phipps, an arrangement that _ mUlu-~ ally heneficial; he said. ,-' ~ Wendy's is cloSing I!Ie propcirty off I and plans call for the'jiIIting lots to he """"ated However, Woody's is aItWJpt-' ing to work oul an arrangement with I' Stop & Shop, their neigij:Jor to the east, to have access from their JlOII<Klg b. Planning and Conservatioo Director Deborah Dachos said Stop & Shop has not returned calls to the town. 'She said the mayor would he making !he next call to !he business. Planning board menibers aJso asked representatives from, ~y's to work al keeping the property clean,3S. the business grows in'its first ~w ye.its. "Sometimes after fow-or fivei years, people let maintenance go," said WanL "We take pride in our town and hope they will work to keep the outside clean all the time." • Town of Agawam 36 Main Street Agawam, MA 01001 To the Conservation Commission Planning Board, • Joyce A. Wesley 528 Barry Street Feeding Hills, MA 01030 413-786-4951 August 11,2010 I previously sent you a letter of support of Wendy's being built here. I am now writing in response to the article in today's paper. We feel highly insulted that Travis Ward joked "people go to bed around 8:30 p.m." It makes the residents of Feeding Hills sound like we are a bunch of old hicks out here. There are A LOT of young people that have settled here and would benefit to having a Wendy's. As far as the wetlands, there was another package store way back on that parcel for years and it didn't seem to make a difference then. Also, Stop & Shop's and Alexander's properties go that far back and they got approval to build. When Route 57 was starting to be completed the "Wetland People" stepped in put a halt on that also. Why can't we benefit by this business being in town? It is a crying shame when a "Family Type" business has to compete with a Liquor Store. I am not a prude or tea toatler, but what has a higher moral fiber, booze or food? It is pathetic that a package store can be located across from the Junior High School and that's okay. Why not tear that down, and build a place for "Families" to go eat! I know booze is a bigger money maker, but find it difficult to see that Phipps' gets THAT busy, unless it is for a holiday. Why don't you send a questionnaire to all of the Feeding Hills homeowners, yea or nay, have them voice their wishes instead of the politicians. Thank you, 9r-Q.~ RECEIVED Joyce A. Wesley AUG 13 2010 PlANNII '~G BOAHU • 12'-0" 10'-0" 14'-2" NAnONAL SIGN SYSTEIIS J55 Grandview Ave .• Columbus. OH 43215 614486-3338 / 1800 544-6726 FAX 614 486-0038 • ... ~ PRODUCT FEATURES • Double faced extruded aluminum cabinet. • Embossed polycarbonate pan faces. • Sline readerboard for 8" individual letters. • Formed ABS pole cover w/copper inset. • High-output illumination -800 milliamp. ELECTRICAL REQUIREMENTS: Upper SIgn: 9.8 amps e 120V /60 Lower SliD: , am ... e 120V /60 TDta~ 17.8 am ... e120V/6O FOUNDATION REQUIREMENTS: eoBcret. Ba •• -"'-10" DIa-• "1)" Deep. (foundation specifications sabject to low soli coadltions and code require- m.at .. ) Direct burllllinstaUatloa. PL£ASE NOTE: • DRAWNG NOT TO SCALE • COLORS ARE REPRESENTATIVE ONLY 1t\ENG_DOC\WENDY'S\COLOREO\C_WPln.GED wl!hQ\Ati\WENDys.rAL Wendy's -2009 Blanket MSV-A O-P7S-H3-F-Q-HS-DB-L SSS-30-S0-7-B2-DB PLl MSV SERIES MSV IA -P U L S t V E' APl'UCATI/JIIS Notes: • Mails, retail complexes, industrial sites or !flY large area llghting project where superior performance, design flexibility, and value are a must Sl'EClRCA1IONS Ughtweight, rugged, one-piece formed and welded aluminum for smooth wall construction BAd weatherproofing. Pre-drilled for arm moonting. Decorative embossed band and reveal colors available. Extruded aluminum door frame with rigid comer bracing and die cast zinc latches for tool-1ree entry (nat glass lens). Formed aluminum doorframe (cOflvex lens) with stainless steel, Knurled head thumb screw design for tool-free en'by. Quality high temperature rated extruded silicone gasket seals out insects, dirt and moisture. Tempered flat glass iells provides impact and thermal shock resistallce and a sharp fuD cut- off dassification. Impact and thennal shock resistant convex lens provides improveillight level uniformity and broadened luminaire spacing. Vertical and horizontal lamp orientations available: IES types I, II, III, IV, and V distributions. V1P, V3P, \/5P and H5P retlectors are fully segmented. V4 and H4 reflectors are multi-piece design, H3 and H5 retlectors are hydrotormed. AU reflectors are rotatable. Spider mount has four twin-tube arms attaching housing to pole top fitter. Yoke mount has two square arms securing housing to pole top fitter. Extruded aluminum arms in 4" and 10' lengths along with multiple adapters prolJide moonting flexibility. Mogul porcelain socket, pulse rated, with spring-loaded, nickel-plated center contact and reinforced lamp grip screw shell. CWA type, HPF ballast. starting rated at -20°F (-40°F for HPS1. Durabfe Lektrocote-TGfC thermoset polyester powder coat paint finish asstlre5 loog life and maimen8l1ce- free service. US1lNGSlCEllTlFlC Ul 1598 listed and GSA certified for outOOor use in wet locations. • lOA fixture seal of approval. OROERING INFORMATION ORDERING EXAMPLE MSV A4 P1K Ser1es ,,"'''', wa .. " Source f FI1tt WPr contffll/RflOM M/y toT hDfjzqnlllf I8mp DflMration. 2 Fl.CIlJI1l11klld frx higtMst ~ l1li'- lPecifierJ. 3 400 ... ft m.JXimum. ~ Not I1I'Mleblt! IIIIIh IifJ Ht WiSt, 600 VMt and 7!iO waft HI'S, Mldcoon'xhw IMf1J fOOOWHl'S. NotwalJuM wfIt1 CIIIW!X iIII& n IOOOW HPS. fi4rte8i !r/«./im reqWr«! f~ -fmflomld /WId .... 1 iIIIiIcaJ~mp QII/y. 8 DIIIy~~wJIb«J{)waJ1- V5P F 1 Lamlf~~e=on/ "_ 5 DB Voltage Col" 1m I F Rat Glass • convex Glass' FLAT6WS COIIIEJ 6IASS ~.~ ~.-.~ :.10----: Fr---l. -----: I L~ A B • FlAT IS" 21 " NfA 2.8ft .. 681bs 381 mm 533 m'!l ____ .~ 0.35m':_ 30.~_,~~,_ CDfA1E114112" 21" sq. 12" 2.4.ft.' 63100 36Bmm 533mm 374mm .. ...Ql~~ ~~:.~.~9. NOTE:EPA iIf/d I/IeJpIttl'il/ulsdonot tIl:lIm!llOlllMt'&'III SPI'" Dr • D FIot YOICE MOUltT C "l'" . ;: U EPA WeIght 3311/16" 361/2" O.Sft' 911:15 . .. _ .. __ ,.!!~!!. mOl, 928 mOl O.15m~ __ ~_k_~_ YOKE 353/16" 3311/16"1.6".' l11bs RPA4 , Options .. 7I0IIS W1 120V Wiling Prep W2 208V Wiling Prep W3 ,"_,._.?~~.~i.~!.~" ... "" W4 ,.,. __ .2.!I~"Wiling ~~,_ W5 _,_,_~~Ii..!)i.~!S!._-.. __ ... "."". we _,_l~.~~.~.9...~~ __ ... _. __ . AM2 Round PoleAdapler(23/~"-31/6") ,PAl Round. PoI~!~~_ 3.:~n RPM Round Pole Adapter (3W' -41!3.1 ~~~" . .-~!!.n,~,f!l~}'~~Q!I!!_t5~L_ RPAG __ ~,~,~~.fl1?L~.~.~p.!~ (~") . F(ij Fusing" (re~ace I with voltage 1-120,2-208,3-2-40.4-277. 5-480,6-347) P(Xl' Photo Button" (replace X wtlh voltage: 1-120, 2-208. 3-240, 4--2n, 6-347) PR(X) ··-PhOiil'eeItRecePtaCle (replace x with vOltage: 1-120, 2-208, 3-240,4-277,5-480,6-347) QZ Quartz Restrike with 1S0W OC bayonet /amp' EI Embossed Band R(XX) Reveai' (iepjace"U with co-lor 9 Only iJ'Q/11bit IIIIfh fO(.tlW PSMH, 600W HPS, IDd -.... ___ ~ium.~IQ!L __ , .. _______ ,_ designation) EI option must be 10 ~ fOl" .liIIJ cooIffI/RlioI>&. H 7!iQlOiIflmar. 1lC:..._~C~m Co!QL(£Q~!@f!Q!1L ..llL=~;~~"""'~~~~= (segmented)' SHEETlIffSV-5I'ECIIf}9 PLl SPECIFICATIONS IIOfJSJN6 [lje-formed rectilinear housing to have continuous comer welds creating a seamless one-piece enclosure. HcuSi~ material to be heavy gauge low copper aluminum alloy. Door assembly to recess completely within luminaire housing creating evenly spaced reveal and floating door appearance. IJOOIYl.ENS FLAT LENS DESIGN: Extruded aluminum doortrame for temperoo flat glass lens design to have 45' miter cut cornern with internal caner key braclrell:i for rgid support. Finish to be anodized witl1 natural aluminum ooIoc. Tool-free enlly design provided by corrosion-resistant, spring-loaded die cast zinc thl.fllb latches (one per comer). Extruded silicone gasket profile to positively seal tempered glass lens to doorframe and doorframe to luminaire housing ensuring a contaminant fee environment. Complete removal of the door assembly is achievable without tools. CONVEX LENS DESIGN: Die formed aluminum doorframe with impact and thermal-shock resistant cOnvex lens, wicanized one-pi ace extruded silicone gasket, and tool-free entry with two Knurled head Sfllinless steel screws. Two additional corrosioo-reslSfllnt treated screws provide door hinging and two additional points of attachment for equal gasket compressiOfl. Matching TGIC thennoset polyester powder paint finish tu match the luminaJre housing COIOf. MSV EPA VALUES ACCESSOlllES (Must be ordered se~lely. For field instalialillll.) anyone SSS-490-XX' Square Pole Tenon Adapter (4 @ 90°) . _Jm!~2!!!",QQ~.llJ?!)L. __ .,",_,_",."""_,,,_,,_, Round Pole Tenon Adapter (4@900) IIOUII1lIIG The luminalre housing shall attach tu aU mounting hardware via two 1/2' diameter boItaIrods. Mounting options tu include rigid arm assemblies, knu:kied arm assemblies tOl' flat surfaces, knuckled ann assemblies for 2~/s' 00 tenon, wall bracket adapter, and round ~Ie adapters ensuring maximum luminaire versatility. All mounting accessories should include gasket between the housing and accessory. OI'JJCS The luminalre should be available In both vertical am! horlmntallamp orientatlms. All nptical assemblies are to be field ro1atable in 90" ircremerns.AlI nat glass configurations are to be rES -Full Cutoff dassified. Internal house side shielding tu be available with horizontal Type til distribution and field Instattable. EJ.E&11IICAL AvaHabie HID wattage range of 250 tu 1000 watts from Metal Halide, PtJlse Start Metal Halide, High Output Super Metal Halide, and High Pressure Sodium sources. Additional options include fusing, photocell cell control, and quartz restrike lamp. FINISH TGIC thermoset polyester powder paint finish applied atnominal2.5 m~ thickness. Prior tu painting att lumina/res and mounting accessories should be thoroughly cleaned with acid and alkaline deaners followed by the application of a chromate convernion . coating. USTlllBSlCER11lfC'IlON UL 1 59B approved and CSA certified for outdoor use in wei locations CATALOG # DESCRIPTION PTL-l ... __ ~~.!!..'!Q!..:_!.wisl-lock .. ~.{!2,,~,,:? .. _ .. _ .. ~ ptt..j. Photocontrol-Twist-lock Cell (120-277VJ Pn.-5 PhotGcontroi -Twist-Lock Cefl (4BOV) Pn.-& Photocontrol • Twlst·Lock Cell @47V) 1O-t HOUSING f 3.' j . L2~/!"_·27fa" 00 tenon) {requires 4~ round I!Q!H_d.@~.!L Round Pole Tenon Adapter (3@ 120°) #2 DRILL PATIERN FOR POLES (23/s"·21/8' 00 tenon) Irequir6S 4" round oole adapter) r R~pQc! III wI1h ClJ/1Jf ch<liu, '9-: DB fqr lWk 8rofrzr. 2 WI1m ordering po/u, specify Po/t Drill Ptlttm n Due to our continued efforts to improve our products, product specifications are subject to change without notice. ~G Spaulding Ughting. 701 Millennium Boulevard. Greenville, SC 29607. PHONE: 864-678~1000 For more information visit our web site: www,spauldingllghUng..£Gm Type: Blanket Pll SS5-10-S0-1-XX-XX 10 3.0 SS5-12-40-t-XX-XX 12 3.7 SSS-12-SD--l-XX-XX 12 3.7 SSS .. 14-40-1-XX .. XX 14 4.3 SSS~14-40-7-XX-XX 14 43 SSS-14-5Q;.',XX~XX 14 4.3 SSS-16-4D-l-XX-XX 16 4.9 SSS-16-4Q..7-XX-XX 16 4.9 SSS-16-50-1-XX-XX 16 4.9 5SS-16-50-7-XX-XX 16 4.9 SS5-18-40-1-XX-XX 18 5.5 SSS-18-40-7-XX-XX 18 5.5 SSS-1B-SO-hXX-XX 18 5.5 SSS-18-5O-7~XX-XX 18 5.5 SS5-2D-4D-l-XX-XX 20 6.1 SSS-2O" .. 0-7·XX·XX 20 6.1 SSS-20-SO-t-XX-XX 20 6.1 SSS-ZO-S0-7-XX-XX 20 6.1 SSS-Z0-60-7-XX-XX 20 6.1 SSS~25-40-1-XX-XX 25 7.6 SSS"25-4Q-7-XX-XX 25 7;6 5SS-25-50-1-XX-XX 25 7,6 SSS-25-S0-7-XX-XX 25 7.6 SSS-25-S0-3-XX-XX 25 7.6 SSS~25~o-7·XX-XX 25 7.6 8.2 9.1 9.1 30-9.1 35 10_7 5SS-35-60-3-XX-XX 35 10.7 5SS-40-60-7-XX-XX 40-12_2 5SS-40-60-3-XX-XX 40 12.2 6 6 6 6 6 6 60 46 36 28 21 15 45 33 25 23 17 12.5 34.S 25.5 20 38 28~5 21.S 19.5 14 10.5 29.5 21.5 16 32 23.5 17.5 47.5 35.5 27 16.5 1'.5 8.5 25.5 18 13.5 27.5 20 14 42 31 23.5 13.5 9.5 6.5 22 16 11.5 23.5 17 12 36.5 27 20 51 38 28.5 8.5 5 3 14.5 10 6.5 15 10.5 6.5 25 18 12.5 36.5 26 19 38.5 2B 20.5 9.4 6;5 4.5 2.5 28 12 20 9.5 lS 16~5 7.5 12 13.5 21.5 6 10.5 11 18 4.S 8.S 9 15.5 22 1.5 4.S 4 8.5 14 15 4.2 1.5 30 20 14 9 42 30 22 16 20.5 13' 8 4.5 26 18 12 1.5 11 8 3.5 NR 14 10.5 5.5 2.5 19 .119 7.5 .119 13 .119 6 .119 9,5 .179 10.5 .119 4 .119 8 .179 8 .119 13.5 .179 3 .119 6 .179 6 .119 11 .179 1.8 .119 4.5 .179 4.5 .119 9 .179 14.5 .179 NR .119 1.4 .179 NR .119 4 .179 8 .250 8 .179 1.2 .179 .179 11" 10-13S 7.1-9S 12x1" 11" 8-11" 5.6-7.8" 10.25)(0.75" 11~ 10-13.5" 7.'-9.5" 12x1" 11~ 8-11" 5.6-7.8" 10.2SxO.7S" 11" 8112-12" 6-8.4" 11x1" 11" lO-13S 1.1-9.5" 12x1" 1'" 8-11" 5.6-7.8" 10.25)(0.75" ''" 81/2-1r 6-8.4" 11)(1" 1'" 10-13.5" 7.1-9.5" 12xl" 11" 10-13.5" 7.1-9S 12)(1" "" 8-1'''" 5.6-7.8"'0.25)(0.75"" 11" 81/2-12" 6-8.4" 11x1" 11" 10-13.5" 7.1-9.5" 12xl" 11" 8112-12" 6-8.4"" 12xl" 11" 8-11" 5.6-7.8" 10.25)(0.75" 11" 8112-12" 6-8.4" "x1" 11" 10-13.5" 7.1-9.5" 12x1" 1'" 10-13.5" 7.1·9.5" 12x1" 12" 11-13.5" 7.8·9.5" 12x1" 11" 8-"" 5.6-7.8" 10_25xO.75" 11" 8;5-12" 6-8.4" ltxl" 11" 10-13.5"7.1-9.5" 12)(1" 11" 10-13.5" 1.1-9.5" 12)(1" 11 " 10-13S 7.1-9.5" 12xl" 12" 11-13.5" 7.8-9.5" 12xl" 11" 8.5-12" 6-8.4" "xl" 11" 805-12'" 6-8.4" 11x'" 3.4 .179 12" 11-135" 7.8-9.5" 8 .250 '2~ 11-13.5" 7.8-9.5" NR .179 lr 11-13.5" 7.8 -9.5" 3.4 .250 12" 11-13.5" 7.8 -9.5" NR .179 12" 11-13.5" 7.8-9.5" NR .250 12" 11 -13.5" 7.8 -9.5" 12>: '" 12 x," 12)( 1" 12)( 1" 12 x 1" 12 x 1" 3/4 x 30 x 3" 3/4x30x3" 3J4~30x3" 314x30x3" 314x30x3" 3/4 x 30 x 3" 3/4x30x3" 3/4>:30x3" 3/4x30x3" 3/4 x 30 x 3" 3/4):30x3" 3/4)( 30 x 3" 3/4x30x3" 3/4)(30 x3" 3/4x30x3" 3/4x30)(3" 3/4 x30 x3" 3/4x30)(3" 1 x 36)( 4" 3/4)(30)(3" 3/4x30x3" 1x36x4" 1x36x4" lx36)(4" lx36x4H 1 >:36x4" 1 x36)(4" 4" 106 4" 104 4" 122 4" 116 4" 158 4" 138 4 u 128 4" 176 4" 153 4~ 214 4" 147 4" 201 4" 175 4" 243 4" 160 4" 173 4" 191 4" 266 4" 312 4" 238 4" 266 4" 231 4" 32:4 4" 437 4" 404 4" 290 4" 313 lx36x4" 4" 467 1.25)(42x6" 4" 630 ')(36x4" 4" 538 1.25>:42x6" 4" 726 1 x36x4" 4" 614 1,25)(42x6" 4" 802 Allowable EPA with 1.3 gust factor. To determine max. po!e loading weight. multiply allowable EPA by 30 Ibs. Published aUowable EPA ... al~ ba5ed upon cakulations of Spaulding Lighting. Allowable EPA values for pro~cts requiring AASHTO methodology are available upon request Note Factory suppHl'd template must be used when setting anchor bolts. Hubbell lighting wil! deny any claim for incorrect an<horage placement resulting from tailure to use factory supplied template and anchor bolts. Complete part number requires shaft above plus mounting type, finish. and appropriate options below. luminaire ~oun~in Tvoe t~i~D~'B~b~::g~;!~[:] f' I _ Dark Bronze ex S!de -Double at 90"'. 818L1I: DX FX PI P2 P3 TA T8 TR CD OT Side -Triple at 90a, Side -Quad at 90'1 Pad Mount -Spider Type Pad Mount -Yoke Type Pad Mount -Yoke Type (Prof or mer XL only) Tenon 12 318" 001 Tenon 2718" 00 Removable Tenon (2 3/8 x 41/4)1 Concord Luminaire No drilling (includes pole cap) WH White GR Gray PS PlatInum Silver RD Red (premium color) FG Forest Green (premium color) CC Custom Color (consult factory) PR Primer Only Options Q55 Q18 Q22 Q26 Q27 Q30 Q32 Q40 LAB CSA Internal Coating (Hubbell Seal) 15 Amp GFCI Receptacle and Coverl Extra HandholeJ 112" Coupling] 314" Coupling' 2" Coupllngl Mid-pole luminaire Bracket] (12" long with 2 3/8" OD tenon) Vibration Damper Less Anchor Bolts CSA Certified (consult factory) DRILL PAnERN5: Repla{j~ X with the Mowing numbers to indicate the appropri~te armJhole pattern: 1 ~ At. DL. on. MY, NK. 00. OR. PF. SF. WN 2 ~ eM I. (10.42, (RI. Res IRa~en). RCl (Rav~nl 4 .. OS, MSS 5 = 013 6 .. OM. MSV (Magnulquare) Removable tenon used in conjunction with lick-arm mounting. firrt .pecity de.ired Brm (onfiguration foltowt'd by the "TR" notation. EXlmple: SSS·2~~0-7·C6·TR·DB Specify option Ie<ation using logic found in pole introductioo pagel. The loution of in optiOn! must start a minimum of one foot above the hand hole and ~ located one foot apart from O'll! another. COMult factory f"r ;my e~ceptjonl. Number: Licjhti'lg Sy!!>~ If Columl1iJe;, I~ rl:it,"'''-L -SSS-30-50-7-A2-DB PL4 MSV SERIES MSV M-i"ULS!VE' APPUCATIDNS • Malls, retail complexes, industrial sites or any large area lighting project where stJperior performance, design flexibility, and value are a must Sl'ECJR&A1IONS Ughtweight, rugged, one-piece formed and welded aluminum for smooth wall construction and weatherproofing. Pre-drilled f(J( arm mounting. Deoorative embossed band and reveal cdon; available. Extruded aluminum door frame with rigid comer bracing and die cast zinc latches for tool-free entry (llat glass lens). Formed aluminum doorframe (convex lensl with stainless steel, Knurled head thumb screw design for tool-free entry. Quality high temperature rated e:<truded silicone gasket seals out insects, dirt and moisture. Tempered nat glass lens provides impact and thermal shock reSistance and a sharp full cut- off dassification. Impact and thermal shock resistant convex lens provides improved light level uniformity and broadened luminaire spacing. Vertical and horizontal lamp orientations available: IES types I, II, III, IV, and V distributions. V1 P, V3P, V5P and H5P reflectors are fully segmented. V4 and H4 reflectors are multi-piece design. H3 and H5 reflectors are hydroformed. All reflectors are rotatable. Spider mount has four twin-tube arms attaching housing to pole top fitter. Yoke mount has two square arms securing housing to pole top fitter. Extruded akJminum arms in 4" and 10' lengths a100g with multiple adaplm; provide mounting flexit:4lity. Mogul porcelain socket, pulse rated, with spring-loaded, nickel-plated center contact and reinforced lamp grip screw shell. CWA type, HPF ballast, starting rated at -20cF (-40QF for HPS). Durable Lektrocot~ TGiG thermoset polyester powder coat paint finish assures long life and malntenance- free service. LISTlNGSlCERTlFICATIONS Ul 1598 listed and GSA certified for outdoor use in wet locations. • IDA fixture seal of approval. ORDERING INFORMATION ORDERING EXAMPLE MSV A4 Series Mount SERIES I Isy MSV senes r MOUIIT P1K wattage Source V5P F CO" SDI}RCElWAfTA(JE ctIII't SUPER METAL WDE MS1K 1000 watt (BT-37} 5 Voltage A4 Arm Mount mcl. 4' Ii id arm ~.!Z5 watt (£0-28) .~ __ ._ Al0" Arm Mount md. 10" rigid arm) n ~UI ~ke Mount (23/8" tenon) __ WATTAGE/SOURCE METJU. HALlIE H1K 1000 watt(BT 37) P25 250 watt (E0-28) P32 320 watt ( EO-28) (h)ldrofooned)"" H5P Holizontal V (square) (segmented)' DB Color (premium color) FUI GLASS CIlIIVEX &lASS l·D~·~---' il[" _ ( __ , ,c __ , 1 L __ A • • EPA We&glrt RAJ 15" 21" WA 2.6 ft" 6811.Js 381 mm 533 mm a.35m' ~9.6 kg -C8NYEX 14 1f2" 21" sq. 12" 2.4ft.' 631bs ___ ~.§8 mm _~~_ m.lTI. 374 mm O.2m' ?~.~_1t2 HOTf; EPA 1100 weight vaILJes do not inr:IudtJ ~ .11111 • With 1M 4" ann 11M EPA Is 2.811'. SPIDER MOUII _MOUNT D ...... '. . ~ i _. ._-"' ; c -'0 Rat EPA WeIght SPlJER 3311116" 36112" a.5ft.' 91bs _. ___________ ---.!I.~~~.~ _ .. ~.?~_I!!...m a.15m' ~~.:~~" .. YOKE 353116" 3311f16" 1.6ft.' 11lbs RPA4 Options 694 mm 856 mm a.49!!!~ ___ q:.ak.!l ._ .. OPTIONS W1 12011 Wiring Prep W2 206V Wiring Prep ~ ... _ .... _ . .?~.W.!!!:tg.~~.P_._._ ~ __ -1HV ~~9.1'r:.e.L W5 480V Wiling Prep ~ __ .~.~.~~fE.~p_ ........ _ .. _ .. ,,_ ... . 1lPA2 Round Pole Adapter 123/l' -31/s") .PAl Round Pole Adapter (31f4" _3J/() RPM Round Pole Ada.Q!!~..@_:!~.~~1J.(l. 1lPA5_. __ .!l.Q..u~q_~~~'!P.!!l~l~'t ~!'~ __ £Iound .~Ie f~~~!J~:'L ... _ F(I) Fusing' (replace X with voltage: 1-120, 2·208, 3·240,4·277, 5·480,6-347) '00' Photo Butroll'/rep/ace X w;1h voltage: 1·120, 2·208. 3·240. ~.1??, .!.~ ~ _ PR(X) PhOto Cell Receptade (replace X with voltage: 1-120,2-206, 3·240,4·277,5·480,6-347) QZ Quam Restrike with 150W DC bayonet lamp' ~ Embossed Band R(XX) . 'Reveai'-(re~aCe-XX-wiih'OOior- designation) EB option must be chosen with reyeal option VG .. ··_··-POiYcart>onate Vandal Guard'- L Lamp I SHEEr' fdSV.sPEC9/09 MSV-A O-P7S-V4-F-Q-DB-- FGGS2-L -SSS-30-S0-7-A2-DB Notes: PL4 SPECIFICATIONS HOUSIII6 Oie-fonned rectilinear housing to have cootinuous comer welds creating a seamless Ci1e-pie~ enclosure. Housing material 10 be heavy' 9at1J8 bw copper aluminum alloy. Door assembly to recess completely within luminaire housing creating evenly spaced reveal and floating door appearance. IJOORII.ENS RAT LENS DESIGN: Extruded aluminum doorframe for tempered flat glass Iei1s desigfl to have 45' miter cut comers with internal comer key brackets for rigid support. Finish to be anodized with natural aluminum color. TooHree entry design provided by corrosion-resistant, spring-loaded die cast zinc thumb latches (one per comer). Extruded silicone gasket profile to positively seal tempered glass lens to doa'frame and doorframe to lumlnaire housing ensuring a cootaminant fee environment Complete removal of tile door assembly is achievable without tools. CONVEX LENS DESIGN: Die formed aluminum doorframe with impact and thermal-shock resistant convex lens, vulcanized OM-piece extruded silicone gasket, and tool-free entry with two Knurled head stainless steel screws. Two additiooal corrosion-resistant treated screws provide door hinging and two additional points of attachment for equal gasket compression. Matching TGIC thennoset polyester pCl'Nder paint finish to match the luminaire hOusirl{j color. MSV EPA VALUES IIOUII1lII6 The luminaire housing shall attach to all mounting hardware via two W' diameter bolts/rods. Mounting options to irn::lude rigid arm assemblies, knuckled arm assemblies for flat surfaces, klllJCkled arm assemblies for 21/6' 00 tenon, wall bracket adapter, and round pole adapters ensuring maximum Iuminalre versatility. All moonting accessories should include gasket batween the housing and accessory. DI'1lCS The luminaire should be available in botf1 vertical and horizontal lamp orientations. All optical assemblies are to be field rotatable in 00' ilcrements. All flat glass con1iguraOOns are to be 1£5 -Full Cutoff dassified. Internal house side shielding to be ayailable witt1 horizontal Type III distribution and field installable. E1..ECTRICAL Available HID wattage range of 250 to 1000 watts ffllm Metal Halide. Pulse Start Metal Halide, High Output Super Metal Halide, and High Pressure Sodium sources. Additional options include fusing, photocen cell control, and quartz restrike lamp. FINISH TGIC thermoset polyester powder paint finish applied atoominal2.5 mil thickness. Prior to painting all luminaires and mounting accessories should be thorougtdy cleaned with acid and alkaline deaners followed by the application of a chromate conversion coating. USrut6S1CER11F1CA.TION UL1598 approved and GSA certified for outdoor use in wet locations Mounting Logic for Pole Configuration Flat lens wI 4" Arm Flat Lens wI 10" Arm Convex Lens wI 4" Arm Convex lens w/1 O' Arm A -"8-"--"'-SI .... -twiN AI 90---2-8 3 2-" ---C--l'IIIIN AT 1SO- 5.2 5.3 _____ ~~ ___ ._ .. _ 4.7 ---"'---'-5.&-' ... ---.. -.-.. -------.-----5 ···-·------··-·-·-·-···-··-··-5A~~------·--- --0--------'iiiREiT 00--- -- E F TRIPLE AT 12(r.-.---- QUAD AT 90° '-' ... -'-'8.2 B.I ACCESSORIES (Must be ordered sepa-3tely. For field inslallawft.) side of fixttJre, black finish standard MSY-PVG Polycarbonat8 Vandal Guard ~~MlJI______ Flush Mount KIt -direct mount lumina ire hardware kit f-RPA2-U,,1 ... ___ .~~~ncj"POlii-AdBpier-@··:-::n-i') ------===~-==--------f:"RPA3-XX;:'--_ Round Pple AdaJ!~!':£.l~~~ .. ~ __ 3t~.L f-RPA4-XX'·· AOI.Ild Pole Adapter (31.4 -4W') f-RPA!)..XX'·· Round Pole Adapter (5") f-RPA6-XX'" Round Pole Adapter (6") WI-cR-XX' Wall Brncket ~f..f(~~~~~~~ Tenon Arm (single) adiustabie(2~:~Q:I:~~r)[===--__= AiiM-F-TJ(~TA-xx' -Tenon Arm (double 180') adjustable ('?lAI" 0.0. tenQ!}L __ ARM:F:K:s..xi(1~~._ ... ___ Adjustable Arm (for flat surfaces) - ARM-F-4-S-XX'" 4" Rigid Straight Arm ARM-F·1D-S.XX'·· i 0" Rigid Straight Arm SSS-49G-XX' Square Pnle Tenon Adapter (4@ 90°) '_B ... ... " 7.3 7.1 7.5 --------------7.5---.-.--.--.--.. -.-.--"-----.---.... --.-:;:3 .. - 7.7 POLE TOP_ TO'" HOO"", .875 -.--P ,I !'i\ / ! ..l. ,." '.S J ''''' ___ .Jg~(C:.~~f!·:_OD te~L __________________ _ RSS~400~xr:----Round Pole Tenon Adapter (4 @ 90·) .. ~ I HOU -2 HOlES r23h"-27/B" 00 !enon1..(r.~!I!:!ires 4" round pole ~~ __ RSS-312D-XX' Round Pole Tenon Adapter (3 @ 1m 123/t"-27f!" 00 tenon) (requires 4' fIlund pole adapter) '~XXwilllCl/lo(clilJice.ig.;DlfrJr/)2fl(1Ironle 2 When ortielill!l para. sp«ify Pol, DriO P1IImI12. Due to our continued efforts to improve our products, product specifications are subject to change without notice. Spaulding Ughting • 701 Millennium Boulevard· Greenville, SC 29607 • PH)NE: 864-678-1000 For more information visit our web site: www.spauldlngllghUng..com #2 DRILL PATIERN FOR POLES • I wc"n.i';~,: iiOQ,g Blanket II-".<;j~'''-L-SSS-30-50-7-A2-0B PL4 I: ,~~,~,,-, , . 't,. ,,;:ea;,,~<;'!, . , " , .. • Square Straight Steel Shaft • One-piece construction • Side, Tenon, or Pad mounting available • Ground lug standard • Galvanized anchor bolts and template included (4-bolt design) SS5-1~1~XX-XX 10 3.0 S55-10-50-1·XX-XX 10 3.0 555-12~1·XX-XX 12 3.7 555-12·50-1·XX-XX 12 3.7 SS5-1~1-XX-XX 14 4.3 SSS-14-40-7-XX-XX '4 4.3 SSS-' .... 50-1·XX-XX 14 4.3 SSS-16-40-1-XX-XX 16 4.9 SSS-1fi.4D-7-XX-XX 16 4.9 SSs..16·SD-l-XX-XX 16 4.9 SSS-16-50-7-XX-XX 16 4.9 SSS-tB-4o-t-XX-XX HI 5.5 SSS-18-40-7·XX;'XX 18 5.5 SSS-18-SQ-.l-XX-XX 18 5.5 SSS-18-S0-7-XX-XX 18 5.5 SSS-ZO-4D-l-XX-XX 20 6.1 SSS-2D-4D-7-XX-XX 20 6.1 SSS-2a-SQ.t-XX-XX 20 6.1 SSS-ZO-S0-7-XX-XX 20 6.1 SSS-Z0-60-7-XX-XX 20 6.1 SSS-25-40-1..xx~XX 25 7.6 SSS-25-4Q.;7-XX-XX 25 7.6 5SS~2S-50-1~XX-XX 25 7.6 5SS-25-50-7-XX")(X 25 7.6 55S __ 25-50-3_XX_XX 25 7.6 SSS-25-6Q.;7-XX-XX 25 1.6 5SS-27-40-7-XX-XX 27 8.2 SSS-3D-40-1-XX-XX 30 9.1 55S-3~so.;.1·XX·XX 30 -9.1 5 ·3Q.;5Q-3-X .;.XX 30 9.1 SSS-3Q.;60-7~XX~XX 30 9.1 SSS-30-6Q.;3-XX·XX 30 9.1 5SS-35-60-7-XX·XX 35 10.7 SSS-3S-6Q..3-XX-XX 35 '0.7 SSS40-6Q..7-XX-XX 40 12.2 SSS-4().;6Q.;3-XX-XX 40 12.2 5 6 6 6 6 6 6 38 60· 28 4S 21 34.S 38 19.5 29.5 32 47.5 16.S 25.5 21.5 42 13.5 22 23.S 36.5 51 8.5' 14.5 15 2S 36.5 3"S 6.S 28.5 22 11 46 36 28 21 '5 12 33 25 20 17 12.5 9.5 25.5 20 15 28.5 21.$ 16.5 '4 10.5 1.5 21.5 16 12 23.5 17.5 13.5 35.5 27 21.5 11.S 8.5 6 18 13.5 10.5 20 14 11 3' 23.5 '8 9.5 6.5 4.5 16 11.5 8.5 17 12 9 27 20 '5.5 38 28.5 22 5 3 1.·5 lei _6~S 4.5 10.5 6.5 4 18 '2.5 8.5 26 19 14 18 10.5 15 9.4 4.2 4.5 2.5 1.5 12 4, 1 8 30 20 14 9 -42 30 22 '6 20.S 13 8 4.5 26 '8 '2 7.5 I' 8 3.5 NR 1-4 10.S 5.5 2.5 • Base cover standard (Square) ... t> .. ~!lJ47~ • Gasketed hand hole cover standard (3"x5") ~~.:/~ • Lektrocote8 finish standa.rd g ~ .W ! • (SA certification available ~ .,,,./ !i 11 .11 9 19 .119 7.5 .119 13 .119 6 ."9 9.5 .179 10.5 .119 4 .119 8 .179 8 .',9 13.5 .179 3 .119 6 .179 6 .1'9 '1 .179 1.8 .119 4.5 .179 4.5 .119 9 .179 14.5 .179 NR .119 1.4 .179 NR .119 ... .119 8 .250 8 .119 1.2 .119 NR .179 II" 8-"" 5.6·7.S" 10.25 x 0.75" 1'" 10-13,S"7.1 ·9S '2.1('" 11~ 8-11" 5.6-7.S-10.25xO.75" 'I" 10 -13S' 7.1 -9.5" 12x'" "" 8-11" 5.6 ·7.8"10.25xO.75" "" 8112 -lr 6 -8.4~ 11 x ," II" 10 -13.$~ 7.1-9S 12 x l" l1 H S-II~ 5.6-7.S-10.25 x 0.75- "" 8112-12" 6 ·8.-4" 11 )('" 1'-'O -13S' 7.1-9S 12x'" " " 'O-13S 7.I ·gS 12)('" 1'" 8·11-5.6 -7.S" '0.25 x 0.15" II" 8 112-'2" 6-8.4" 1')('" "" m-13.S" 7.1 -9.5" '2)('" 1'" 81/2-'2" 6-8.4" 11)('" "M 8-11" 5.6-7.8" 10.25)(0.75" "" 8112 -12-6-8.4" 11)('" "" '0 -13.5" 7.1 ·9.$" 12)(1" 11" 10 -13.5" 7.l-9S '21('" 12" 11 -13.5" 7.8 -9.5" 12 1('" 1," 8_,IN 5.6 -1.8"10.251(0.75" 11" 8.5-'2" 6-8.4" 11)('" 1'" 10-US 7.1-9.5" 12 x '" 11" '0 -13.5" 7.1·9.5" 12x'" 11" 10 -13.5" 7.1·9.S u 12)(1" 12'" "-US 7.8·9.S" '2 )(," 11" 8.5-12-6-8.4" "" 8.S -12" 6·8.4" " )( ,H l' )(1" 'NR-.1'19 :1-1 " 10·' 7.1 -I" 3.8-.250 1"1" 10·13.5" 7.1 ·9.5"' 3.4 .179 '2" 1,·nS 7.S·g.S" 8 .250 12" l' -13.5-7.8 -'J'.5" NR .'79 '2" 1'-13.5" 7.8 -9S 3.4 .250 '2" "-13.5" 7.8-9.5" NR .179 '2-11-13.5" 7.8-9.5'" NR .150 '2" "-13S 7.8-9.5'" t2 x 1" 12)( 1" '2 x ,- 12 x 1" '2)( '" '2)( '" '2 x ," ~+; :;: _ .... 3/4 x 30 x3" 3/4 x30 x3" 3/4x30x3" 314 )(30 x 3" 314 x 30 x 3" 3/4 )(30 x 3" 3/4 x30x3" 314 d O x 3" 3/4 x30 x 3" 3/4 x30)( 3" 3/41(30 x3" 314x30x3" 3/4x30x3" 3/4 x30 x]" 3/4x30)(3" 3l4x30xY 3/4x30)(]" 3/4x30x3" 3J4x30x3" 1 x 36 x 4" 3J4x30x3" 3J4x30x3" 1 )(36)(4" 1 )(36)(4" 1)(36)(4" lx36)(4" 1 )( 36 )(4" 1)( 36 )(4" 4" 4" 106 4" 104 4" 122 ." 116 4" 158 -4" 138 4H 128 4" 176 4" 153 4" 214 4" '47 4" 201 4" 175 4" 243 4" 160 4" 173 4" 191 4" 266 4" 312 4-238 4" 266 4" 231 4" 324 4" 437 4" 404 4-290 4" 313 x x4" 4" 39 , )(36 x4" 4" 537 1)(36x4'" -4-467 1.25 x 42x6" 4" 630 1 )(36 )(4" 4" 538 1.15x42x6" 4-726 , K36x4" 4" 614 1.25)(42)(6" 4" 802 Anowable EPA with 1.3 gust fartar. To determin! mu. pole loading weight. multiply allowable EPA by]O Ibs. Published allowabl! EPA val<le5 based upon cakulation, of Spaulding Lighting. Ailowablt EPA valutJ for projeCtS rtquiring AASHTO methodology are availabl~ lipan rtQu~Jt. Note F~ctory supplied t~mplate mu~t be used when letting anchor bolts. Hubbell Lighting will dtny any claim for intotr!ct anthorage plactml.'nt re~ulting from failure to use factory supplitd template and anchor bolts. Complete part number requirll!s shaft above plus mounting type, finish, and appropriatll! options below. 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IIuItII 2IJII Wwtfa" .3 1 ...tta 01_ • ( MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Traffic Study -Wendy's -1340 Springfield Street DATE: August 10, 2010 Please review and comment on the attached Traffic Impact Study for the proposed Wendy's at 1340 Springfield Street prior to the Board's August 19th meeting. Thank you. DSD:prk • • Memorandum To: Planning Board RECEIVED CC: AUG 04 2010 From: Sergeant Richard Niles PtANNING BOAHlJ Chief Robert Campbell Subject: Site Plan -Wendy's -1340 Springfield Street Date: August 2, 2010 The plan as submitted appears to be in compliance with our discussion at the recent Team Meeting. Just a reminder, we discussed when the pavement markings are repainted, the DPW was going to consider having the white line drift out towards the center line west of the western most exit from Stop & Shop, and drift back to the curb just west of the curb cut for Phipps Liquors. R.e elfse ecclltf~ullY Submitted A.o/.fJ...~ Sergeant Richard Niles Safety Officer Agawam Police Department ORIGINAL • • MORIARTY, PAETZOLD & SHERWOOD Thomas P. Mor i arty William H. Paetzold David F . Sherwooc August 3, 2010 Agawam Planning Board Agawam Town Hall 36 Main Street Agawam, MA 01001 At t orneys 2230 Main Glast onbury , at Law St reet CT 06033 Tel : (860) 657-1 010 Fax: (860) 65 7-1011 email: d fstierwQod@grnail .com AUG 04 Z010 p~~:~~~ f!\lG Ba!4'~O Reference: Site Plan -Wendy's -1340 Springfield Street Ladies and Gentlemen: This office represents Wendy's International, Inc., applicant for the above-referenced site plan approval, which will be considered by the Planning Board at its August 5,2010 meeting. We have been informed that the abutting property owner at 1350 Springfield Street has asserted that he has a prescriptive right to use of the driveway and paved area on 1340 Springfield Street and may make that claim at the upcoming Planning Board meeting. The purpose of this letter is to apprise the Planning Board of our client's position relative to this matter. First, our title research and survey indicate that the adjacent liquor store at 1350 Springfield Street has no recorded parking or access easement across the site of the proposed Wendy's at 1340 Springfield Street, nor any other rights whatsoever across the subject property. Further. our investigation also indicates that the facts demonstrate that the adjacent owner could ii.;,!ver cstabHsh an caSCillCill by prescription over] 340 Springfield Stre~t, vihich Vv'ould require him to prove "uninterrupted, open, notorious and adverse use for twenty years .... " Ryan v. Stavros, 348 Mass. 251, 263 (1964). In any event, if the adjacent owner believes that he has acquired rights by virtue of a prescriptive easement or by adverse possession, that would be a matter to be determined by the Massachusetts Land Court or Superior Court, not the Agawam Planning Board. This is because a planning board does not have jurisdiction to adjudicate or resolve property disputes between adjacent property owners. To the contrary, "the planning board is not authorized to determine the extent of easements or to settle other property disputes." Hahn v. Planning Bd. ofStoughto!1 24 Mass.App.Ct. 553, 555 (1987). The legislature did not intend for to\\'n planning boards to become embroiled in property disputes between landowners. Such disputes fall under the jurisdiction of either the Land Court or the Superior Court. See G.L.c. 185, § I; G.L.c. 212, § 4. • Agawam Planning Board P.2 • Capone v. Finnerty. Superior Court of Massachusetts, No. 962491 (March 4, 1999) 1999 WL 1416763. Should you have further questions or concerns in this regard. we would be pleased to address the Planning Board at its next meeting. Thank you. Very truly yours, MORIARTY, PAETZOLD & SHERWOOD ([1,j 7 Jlw.-u:vdjw- David F. Sherwood Imds cc: Deborah S. Dachos DATE: TO: FROM: RE: • August 3, 2010 Planning Board Board of Appeals Town of Agawam Board of Appeals 36 Main Street Agawam, MA 01001 MEMO Site Plans for: Wendys International, Inc. 1340 Springfield Street • REASON: Wendy's International, Inc., which is seeking a special permit in accordance with Section 180-44, Paragraph H to allow for the construction of a restaurant drive-through service window at the premises identified at 1340 Springfield Street. Attached please fmd 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date, we will assume that you have no objections. Deborah Dachos From: Sent: To: • planning@agawam.ma.us Sunday, August 01, 2010 9:25 AM Deborah Dachos • Subject: Citizen Inquiry for the Agawam Planning Department Name: John DeVecchi Subject: The Proposed Wendy's Address: 21 Briarcliff Drive, Feeding Hills email: jdevecchi@aol.com Phone: 883 -1486 Comments: Deborah I read the article in the week?s Agawam Advertiser News about the proposed Wendy?s. r do think that this will further congest the traffic in Feeding Hills Center. Ido believe that for appearance and taxes, the Wendy?s in a plus for Agawam. I personally like Wendy?s and would go there. Despite this, I would not vote to build on this site. For the lunch time and especially the 4-6 timeframe this would further congest the traffic in Feeding Hills Center. This is especially true for those that take a left going out of the parking lot. Also, the recent addition of the fence there has given the package store a very narrow parking lot which makes it very difficult for delivery trucks. Yesterday (Friday) I saw a tractor trailer have to back up to deliver to the package store. This stops traffic in both directions. r am not sure how many deliveries they get every day but I often see trucks there. We also have pedestrians that jay walk going to and from the Post Office. Never mind having two schools right there. I believe this will further put at risk the safety in Feeding Hills Center. The traffic is often horrible and I travel it every day. I do not have a good suggestion for that property because I do not believe we need another strip-mall anywhere in Agawam. While the strip-malls start out good (well/built and maintained properly) after 10/20 years some of them get run-down and are not maintained properly. We do have a few strip-malls that have been maintained properly and they seem to be the ones that have a higher occupancy rate. r hope this helps. Has there been a traffic study for this new Wendy?s? Also, if this was done did it include the reduced parking at the package store? I would also suggest the Stop & Shop have to close the take right exit from their parking lot which would be too close to the Wendy?s entrance. I hope this information helps. I am sending this to Mayor Cohen too. John DeVecchi 21 Briarcliff Drive jdevecchi@aol.com 883-1486 Sent from IP Address: 64.12.116.12 Date/Time: 8/1/2010 9:25 AM 1 Deborah Dachas From: Sent: To: Cc: • Deborah Dachos Monday, August 02,20103:55 PM 'jdevecchi@aol.com' Mayor Richard Cohen • Subject: RE: Citizen Inquiry for the Agawam Planning Department Mr. Devecchi I Thank you for your comments regarding the proposed Wendy's. Please be advised that the Planning Board will be reviewing the site plan for this project on Thursday, August 5th at the Agawam Public Library, 750 Cooper Street. It shall be the first item on the agenda and the meeting will begin at 6:30 PM. Your comments concerning traffic can be raised at that time. I have also forwarded a copy of your e-mail to all Board members. The Board mayor may not take action on this item at that time. The Conservation Commission will hold a public hearing on the project at their meeting on August 12th and the Board of Appeals will hold a public hearing on the project in September. The date is yet to be scheduled. All meetings are open to the public. Please be advised that according to the Town's Zoning Ordinance, site plans can only be napproved, approved with conditions or returned for additional information", There is no provision for denial of a site plan. The Planning Board decision is not law, but is advisory to the Building Inspector. Also, please be advised that the Board can only take action on the subject parcel. At the time the package store was constructed, the town did not have site plan review requirements. Therefore, the limited parking and delivery space was not subject to the review of the Planning Board. Please do not hesitate to contact me if you have additional concerns and/or comments. Please also take advantage of the upcoming public meetings. Deborah S. Dachos, Director Agawam Office of Planning and Community Development 36 Main Street Agawam, MA 01001 (413) 786-0400, ext. 283 planning@agawam.ma.us -----Original Message----- From: planning@agawam.ma.us [mailto:planning@agawam.ma.us) Sent: Sunday, August 01, 2010 9:25 AM To: Deborah Dachos Subject: Citizen Inquiry for the Agawam Planning Department Name: John DeVecchi Subject: The Proposed Wendy's Address: 21 Briarcliff Drive, Feeding Hills email: jdevecchi@aol.com Phone: 883-1486 Comments: Deborah I read the article in the week?s Agawam Advertiser News about the proposed Wendy?s . I do think that this will further congest the traffic in Feeding Hills Center. I do believe that for appearance and taxes/ the Wendy?s in a plus for Agawam. I personally like Wendy?s and would go there. Despite this, I would not vote to build on this site. For the lunch time and especially the 4-6 timeframe this would further congest the traffic in Feeding Hills Center. This is especially true for those that take a left going out of the parking lot. Also, the recent addition of the fence there has given the package store a very narrow parking lot which makes it very difficult for delivery trucks. Yesterday (Friday) I saw a tractor trailer have to back up to deliver to the package store. This stops traffic in both directions. I am not sure how many deliveries they get every day but I often see trucks there. We also have pedestrians that jay walk going to and from the Post Office. Never mind having two schools right there. I believe this will further put at risk the safety in Feeding Hills Center. The traffic is often horrible and I travel it every day. I do not have a good suggestion for that property because I do not believe we need another strip-mall anywhere in Agawam. While the strip-malls start out good (well/built and maintained properly) after 10/20 years some of them get run-down and 1 a~ not maintained proper~we do have a few strip-malls ~ have been maintained properly and they seem to be the ones that have a higher occupancy rate. I hope this helps. Has there been a traffic study for this new Wendy?s? Also, if this was done did it include the reduced parking at the package store? I would also suggest the Stop & Shop have to close the take right exit from their parking lot which would be too close to the Wendy?s entrance. I hope this information helps. I am sending this to Mayor Cohen too. John DeVecchi 21 Briarcliff Drive jdevecchi@aol.com 883-1486 Sent from IP Address: 64.12.116 .12 Date/Time: 8 /1 /2010 9:25 AM 2 • • J.R. RUSSO & ASSOCIATES, LLC Deborah Dachas Planning Department 36 Main Street Agawam, MA 01001 Re: Response to Comments Wendy's Restaurant 1340 Springfield Street Dear Deborah, Land Surveyors & Professional Engineers Licensed in CT & MA July 29, 2010 I have received your conunents dated July 29,2010 regarding the Wendy's Site Plan Application at 1340 Springfield Street. The attached plans have been revised to address your comments, as well as comments received from the Engineering Department. A discussion of your comments is provided below. Landscaping: Three street trees have been added to the Landscape Plan. fulm; The applicant is preparing a color elevation of the proposed pylon sign. I will try to get you a copy prior to the meeting next Thursday. Exterior Lighting: I am awaiting a revised Photometric Plan from the lighting supplier. I will forward it to you as soon as I receive it. With regard to the fixtures being recessed, I did provide cut sheets for the lights with the initial application. They are full cut-off lights and the lamps are recessed within the box frame under the lens. Please let me know if these fixtures do not meet your requirements. Rendering: I have attached a color rendering of the building elevation. The textures were also called out on the black and white plans submitted with the initial application. A color rendering will also be presented at the meeting. Dumpster: In their experience, Wendy'S has determined that the wooden slat dumpster enclosures require more maintenance and often splinter which creates problems for employees. They prefer chain link fence with privacy slats for ease of maintenance and safety. If you still wish to pursue a wooden dumpster enclosure, the applicant is willing to discuss it at the meeting. I hope the revised plans and information provided satisfactorily address your concerns. If there are any questions, or you require further information, please call our office at (860) 623-0569. Once no more revisions are required, three sets of final plans will be submitted for signature Sincerely, ~4-A~ J~ i Ui·":;O· .. . V'r:~~ Timothy A. Coon, P.E. J.R. Russo & Associates, LLC JUl. 2 :1 2010 Attachments 1 Shoham Road' East Windsor, CT 06088 • TEL: (860) 623-0569 • FAX: (860) 623-2485 • • J.R. RUSSO & ASSOCIATES, LLC Vladimir Caceres Agawam Engineering Department 1000 Suffield Street Agawam, MA 01001 Re: Response to Comments Wendy's Restaurant 1340 Springfield Street Dear Vladimir, Land Surveyors & Professional Engineers Licensed in CT & MA July 29, 2010 I have received your comments dated July 29, 2010 regarding the Wendy's Site Plan Application at 1340 Springfield Street. The attached plans have been revised to address your comments. A discussion of your comments is provided below. Each comment is referenced by number. Comment I: As you are aware, the proposed plans show that the existing gas main is on the opposite side of Springfield Street, and a lateral connection will require trenching across the street. The owner and applicant have been made aware of the schedule to pave Springfield Street in mid-August and the desire to have the lateral installed prior to the scheduled paving. In addition, I have a call into the Bay State Gas sales department (Vic Diangelo) to discuss the feasibility of completing the connection that quickly and am awaiting a response. However, I fear that meeting the Mid-August schedule may be out of our control. It is really up to the gas company. I can certainly understand the desire not to have to re-open the newly paved road; however, I would hope that the Engineering Department will not object to the approval of the Wendy's Site Plan should the connection not be able to be completed prior to the paving. If there is anything the Town could do to expedite action on the part of the gas company, it would be appreciated. Comments 2: All curb cut details show the detectable warning strip. In addition, call outs for detectable warning surfaces have been added to the Layout Plan where ramps are not required, but where sidewalks meet traveled ways at grade. Comment 3: The sidewalk details have been revised to note a maximum 2% cross slope. I hope the revised plans and information provided satisfactorily address your concerns. If there are any questions, or you require further information, please call our office at (860) 623-0569. Sincerely, Timothy A. Coon, P.E. J.R. Russo & Associates, LLC Attachments ce: Planning Department 1 Shoham Road' East Windsor, CT 06088' TEL: (860) 623-0569' FAX: (860) 623-2485 01/30/2010 14 :10 FAX 4138210631 To: CC: From: Date: Subject: • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Anthony 1\1. Sylvia, P.E. • Superintendent MEMORANDUM Building Department I J.R. Russo & Associates, LLC Planning I File Engineering Department July 30. 2010 Site Plan -Wendy's Restaurant -1340 Springfield St. -SP 542 ra!001/002 Per your request, we have reviewed the Site Plan entitle "Wendy's Restaurant -1340 Springfield Street, Agawam, MA; Prepared for: Wendy's International, Inc. 3 Carlisle Road. Suite 205 Westford, MA 01886; Prepared by: 1.R. Russo & Associates, LLC, 1 Shoham Road East Windsor, CT 06088; Scale: 1" = 20'; Update 0712912010," and we recommend approval of the plan. If you have any questions please do not hesitate to contact this division. Sincerely, ~~' ei~ VI . . Caceres 11i1la--Michelle C. Chase, P.E. Civil Engineer Town Engineer • Town of Agawam 36 Main Street Agawam, MA 01001 To Mayor Richard Cohen, • Joyce A. Wesley 528 Barry Street Feeding Hills, MA 01030 413-786-4951 July 27, 2010 J..:.. ~~: .. ". = I am writing this letter in regards to the news that a Wendy's wants to establish itse1fbetween Stop & Shop and the Pride Station. It is to me one of the BEST things I have heard about this town in a LONG TIME. We hope that this opportunity DOES NOT get shot down by your votes. My husband and I moved here in 1978. We have raised our family here and seen many changes, some good and some bad in the past 32 years. Our town used to have 2 grocery stores, Stop & Shop and Food Mart, last of which we lost. We used to have department stores in Town to keep our money local, Kings, Zayre, and Ames, all of which we lost. Now we have to go to our neighboring towns at least twenty minutes away to shop. When we did get the opportunity to get a Target shopping center (a big plus for local dollars) it unfortunately got shot down. In this side of town, Feeding Hills, we do not have any decent fast food place. McDonald's has been down by Geissler's for as long as I can remember, and now they are being allowed to rebuild anew. We are hoping that this chain does not influence your vote against Wendy's. It has a charbroiled burger, healthier than grilled, delicious salads, and many more good things on their menu. It would be wonderful to have a facility to run down to for a quick bite after work in this time of "Never having enough time." In closing, I and many other friends are hoping that you allow this business to take up residence here. Thank you, 1Y:~'~ Town of Agawam 36 Main Street Agawam, MA 01001 • To the Conservation Commission Planning Board, • Joyce A. Wesley 528 Barry Street Feeding Hills, MA 01030 413-786-4951 July 27, 2010 I am writing this letter in regards to the news that a Wendy's wants to establish itseIfbetween Stop & Shop and the Pride Station. It is to me one of the BEST things I have heard about this town in a LONG TIME. We hope that this opportunity DOES NOT get shot down by your votes. My husband and I moved here in 1978. We have raised our family here and seen many changes, some good and some bad in the past 32 years. Our town used to have 2 grocery stores, Stop & Shop and Food Mart, last of which we lost. We used to have department stores in Town to keep our money local, Kings, Zayre, and Ames, all of which we lost. Now we have to go to our neighboring towns at least twenty minutes away to shop. When we did get the opportunity to get a Target shopping center (a big plus for local dollars) it unfortunately got shot down. In this side of town, Feeding Hills, we do not have any decent fast food place. McDonald's has been down by Geissler's for as long as I can remember, and now they are being allowed to rebuild anew. We are hoping that this chain does not influence your vote against Wendy's. It has a charbroiled burger, healthier than grilled, delicious salads, and many more good things on their menu. It would be wonderful to have a facility to run down to for a quick bite after work in this time of "Never having enough time." In closing, I and many other friends are hoping that you allow this business to take up residence here. Thank you, crr-0&J~ Joyce A. Wesley RECEl\'ED JUL 29 2010 PlANN ',. : 2, ;:K)~J"\U • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE RECEIVED: July 26, 2010 DATE: July 28.2010 DISTRIBUTION DATE: July 26. 2010 PLANNING BOARD MEETING DATE: August 5, 2010 APPLICANT INFORMATION 1. Name of Business: Wendy's International, Inc. (Attn. John Derr) Address: 3 Carlisle Road, Suite 250, Westford, MA 01886 2. Owner: Coyote Realty, Inc. (Attn. Jay Lefebvre) Address: 7 Mosher Street, West Springfield, MA 01089 Telephone: 733-3780 Fax: 3. Engineer: J. R. Russo & Associates, LlC (Attn. Timothy Coon) Address: 1 Shoham Road, East Windsor, CT 06088 Telephone: 860-623-0569 Fax: 860-623-2485 PLAN REVIEW Scale: 1" = 20' Date: July 20, 2010 Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 3,306 square foot drive-thru restaurant (Wendy's). Site Plan Review Page 2 • • Description of Site: The site formerly contained two commercial buildings which were recently demolished to make way for a bank building. The site plan for the bank was approved by the Planning Board on April 16, 2010. Less than one-half of the parcel is developable. The remainder, the northerly portion, is a wetland. The applicant has filed a request to amend the Order of Conditions for the bank to allow for the construction of the restaurant. The Conservation Commission will be taking action on this item at their August 12th meeting. Provision for Traffic Flow: There is one curbcut on to Springfield Street. It provides a 14' enter lane and a 24' two lane exit. Parking: Fifty-five (55) parking spaces are provided. The Zoning Ordinance requires a minimum of fifty (50) spaces for a drive-thru restaurant. Three (3) handicapped spaces are provided on the east side of the building. The parking spaces located at the rear of the building in the area and enclosed by the drive-thru lane will be difficult to exit. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Street trees should be planted as long as they do not conflict with overhead wires and line of sight. Sign Location: A color elevation of the proposed pylon sign should be submitted to the Planning Board for their information. Exterior Lighting: A lighting contour plan must be submitted. All exterior lighting must be recessed. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Board on board dumpster fencing would preferable to chainlink. Other Comments or Concerns: • Deborah Dachos From: Steven Martin Sent: Wednesday, July 28,20109:38 AM To: Deborah Dachos Subject: Wendy's Hi Deb, I have reviewed the site plan for the proposed Wendy's Restaurant. The department has no objections to the plan. Thank you, Chief 7/28/2010 • Page 1 of 1 Wendy's interested in opening Aga. restaurant •• Wendy's interested in opening Agawam restaurant Published: Sunday, July 25, 2010, 6:00 AM Sandra Constantine, The Republican Page 1 ofl AGAWAM -Wendy's International Inc. is interested In opening a restaurant on Springfield Street between the Stop & Shop Supermarket and Phipps Liquor, according to city officials. "I'm very pleased that In this economy Agawam has been able to attract a new business that will help Increase the tax base,· Mayor Richard A. Cohen said Friday. Developers and representatives of Wendy's have been working cooperatively with city departments to bring about the project, Cohen said. Wendy's International Inc_ is the third-largest hamburger chain in the world, behind McDonald's and Burger King, according to information posted on the chain's website. It has more than 6,500 restaurants in the United States and in about 20 other countries. About 1,400 of those businesses are owned by the chain. The rest are owned by franchisees. Planning and Community Development Director Deborah S. Dachos said she hopes to have site plans for the project taken up at the Aug. 5 Planning Board meeting. The chain needs to have its site plans approved by the Planning Board. It must also obtain a special permit from the Board of Appeals to operate a drive-through window as well as get approval from the Conservation Commission to amend an order of conditions for developing the site. About half the site is wetlands that are located to the rear of the parcel. Developers had earlier gotten Conservation Commission approval to build a branch office for Allied Bank at the 1340 Springfield site, but plans fell through. The 3.38-acre parcel, which used to have commercial buildings, is assessed at $273,700, according to Assessors Department records. The owner of the property is Coyote Realty of West Springfield, which has been represented by Jay LeFebre in its dealings with the city. Neither LeFebre nor Wendy's officials could be reached for comment. © 2010 masslive.com. All rights reserved. http://blog.masslive.comlbreakingnews/print.html?entIy=/20 1 0/07/wendys _interested_in _ opening_ a.html 7/26/2010 ~.. 4t . Town of Agawam 36 Main Street Agawam, Massachusetts 0)001-1837 . Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan -Wendy's -Springfield Street b s..D DATE: Juiy26,2010 Please review and comment on the attached Site Plan for Wendy's on Springfield Street prior to the Board's August 5th meeting. Thank you. \ DSD:prk • :,. REr~J\l"'''''n AGAWAM PLANNING BOARD " \",', ' ", ' , , JUI" 2 6 2010 FormD PLANf'~,,'~ C L ~;:,rID Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 1000 Suffield Street Agawam, MA 01001 L Name of Business (Applicant): Wendy's International, Inc. Attn. John Derr Address __ 3_C_a_rl_i_S_l_e_R_oa_d_,_S_u_i_te_2_5_0_,_W_es_t_f_o_r_d_,_KA __ 0_l_88_6 __________ _ Telephone 978-392-1200 d02 F 978-392-1212 ax ____________________ ___ Coyote Realty, Inc. Attn. Jay Lefebvre 2. ,Nameof.I'I~I·.· .. ~IOwner ________________________________ __ Address 7 Kosher Street, West Springfield, KA 01089 Telephone __ 4_1_3_-_7_33_-_3_7_8_0 _______ Fax ______________ -------- 3. Name of Engineer/Architect J .R. Russo & Associates, LLC Attn. TUiothy Coon 1 Shobam Road, East Windsor, CT 06088 Address _______________________________________ _ Telephone 860-623-0569 Fax 860-623-2485 4. Pl ease give a bri ef description of the proposed project: Redevelopment of existing business A zoned parcel with a Wendy's Restaurant with a drive-thru. Revised 211107 • • TRAFFIC ANALYSIS FOR WENDY'S RESTAURANTS DAILY AND PEAK HOUR TRAFFIC GENERATION Average Number of Cars DAIL Y AVERAGE Total Car Traffic Per Day 322 Total Dining Room Traffic 129 Total Drive-Through Window Traffic 193 NOON PEAK HOUR (12:00 Noon to 1 :00 PM) Total Car Traffic at Peak Hour 100 Total Dinning Room Traffic 40 Total Drive-Through Window Traffic 60 EVENING PEAK HOUR (6:00 PM to 7:00 PM) Total Car Traffic at Evening Peak Hour 61 Total Dining Room Traffic 24 Total Drive-Through Window Traffic 37 ON-SITE TRAFFICE DURATION DRIVE-THROUGH TRAFFIC DURATION NUMBER OF CARS IN STACKING LINE Noon Peak Hour (12 Noon to 1 :00 PM) Average number of cars in stacking line Evening Peak Hour (6:00 PM to 7:00 PM) Average number of cars in stacking line Percent of Total Traffic 100% 40% 60% 100% 40% 60% 100% 40% 60% 20.2 MIN. 110 SEC. 8 Cars 6 Cars 010 10:07 FAX f ENO VS TECHNIC. SPECIFICATIONS • Ii!! 002/003 WP -171 Pylon Sign· DESClUPTION: An illuminated double face pylon with a readerboarcL Including 250 chuader letter font and letter changer. SIZE: • PYLON: 10'-0" high ~ 12'.0" wide. • READBRBOARD: 6'-6" high lC U·.o· wide. FACES: • PYLON: 2" deep pan f01'll\ed .177" GB Lexan 5100 with embOEleed copy. Hinged £Or servicing. • READERBOARD: 2" deep pan formed .177" GE Lexan S100, with embossed (Opy. Tracked for 3 rows of 8" dwlguble lettus. Hinged for terviciDg.. CRAPHICS: • PYLON: White letterf (Lacryl #4I)3-W) on an illuminated Unique Red (£.aeryl #437·R or equivalmt) background with a black eaoll. Cameo of Wendy has a fiesJl colored face, red hair with blue hair rlbboll8, a blue and white cIre&. on a white backgrollDd with a black oval border. The cameo graphics colore are t1nique Red (Lacryl m7·R or equivalent), white (Lacrylll801-W or equivalent), blue (pMS #310) and auh (PMS nS5C). The entire sign is surrounded by l golden yellow (Lllcryl 414-Y Dr equJValmt) bevel and flange. All pphla painted 0Il5econd surface. • READERBOARD: Black IdI:wu on .. Golden Yellow (Lacryl Hl.Y or equivalltllt) panel, surrounded by a field of Unique Red (Lacryl "437.R or equivalent). Changeable letter background is yellow. Entire ll"admoard has a Jr-t"~ Golden Yellow (Llayl #41t-Y or equiValent) bevel and flange. CABINET: • PYLON &< READERBOARD! 12 1/1." widt aluminum extrusion With aluminum retainers both with • painted #313 dark bro1l2.e finish. ILLUMINATION ELECTRICAL: • PYLON &; READERBOARD: 800mA hlgb output cool white fluorescent lightiDs. Requires 2-:20 amp ci%cuit = at 11(1 wits and 60 Hz. Tot.1 iIIIIperage-33.4 ampa. .. • I POLE/POLE COVER: • POLE: 10" x 10" x .375" wall steel tube, 22'~' 10Jl8. ~ ...... 1--------11 PAinted with rust prohibitive primer. ~ • POLE COVER: Formed ABS plalae: 20" wide. Painted #313 dark b1'OllU finish with £ornaed web painted Wendy'. copper. MOUNTING INSTRUCTIONS: Match plate connection between pylon and readerboard. Pipe 5tlIb and weld plate provided £Or groWld pole con- nection. Direct burialtnstallation. Mounting kit pro- vided for pole cover ulenably. FOUNDATION REQUffiEMliNTS: • CONCRETE BASE: 4'-10· di&11'\f!ter by 8'-0" deep (foundation spedfi,ationa 51lbject to local.oil (onditioll8 Ind code tequiremenfs.) • Ballasts aIld wiring ~Hl be modified for local conditions. (i.e. l2Ov/50Hz) SL1 L~hU"'l 5,..",,,, -2009 Blanket &f Co/urnbu!:i, Inc. MSV SERIES I~' IT~e r'-MSV Job !IA-PULS I v E~ APl'UCATIONS • Malls, retail complexes, industrial sites or any large area fighting project where superior performance. design flexibility, and value are a must SPECIFICATIONS Ughtweight, rugged, one-piece fanned and welded aluminum for smooth wall construction and weatherproofing. Pre-drflfed for arm mounting. Deooratwe embosseo band and reveal colors available. Extruded aluminum door frame with rigid comer bracing and die cast zinc latches for tool-free entry (flat glass lens). Formed aluminum doorframe (convex lens) with stainless steel, Knurled head thumb screw design for tool-free entry. Quality high temperature rated extruded silicone gasket seals out insects, dirt and moisture. Tempered flat glass lens provides impact and thermal shock resistance and a sharp full cut~ off classification. Impact and thermal shock resistant convex lens provides improved light level uniformity and broadened luminaire spacing. Vertical and horizontal lamp orientations available: IES types I, II, III, IV, and V distributions. V1 P, V3P, V5P and H5P reflectors are fully segmented. V4 and H4 reflectors are multi-piece design. H3 and H5 reflectors are hydroformed. AU reflectors are rotatable. Spider mount has four twin~tubEl arms attaching housing to pole top fitter. Yoke mount has two square arms securing housing to pole top fitter. Extruded alumirum arms in 4" and 10" lengths along with multiple adapters provide mounting flexibility. Mogul porcelain socket, pulse rated, with spring~loaded, nickel-plated center contact and reinforced lamp grip screw shell. CWA type, HPF ballast, starting rated at ~20°F (~40"F tor HPS). • Durable Lektrooote" TGIC thermoset polyester powder coat paint finish assures long life and maintenance~ free service. USTINGSlCEHTlFJCATlDNS UL 1598 listed i'lnd GSA certified for outdoor use in wet locations. • IDA fixture seal 01 approval. OROERING INFORMATION OROERING EXAMPLE MSV A4 Series Mount P1K Wattage Source V5P Lamp Orientationl Distribution SERIES SOURCElWATTA6E coa'I I MSV MSV Series MOUNT F lens 5 : Voltage DB --_ .... _-_ ... _"_ ... _ ... _" .. - FlATGWS CONVEX GLASS -, , ID:ICF A B c EPA Weight FIJIT 15" 21" NfA 381 mm 533 mm ---"._._._----- 2.B ft." 68 ibs ~}?f!1' , ~:~ ,~~ CONVEX 141/2" 21" sq. 12" 2.4 ft' 631bs __ . __ . __ ~~~ . .r!l.~_ .. _.?~~_!l:m ___ 3B.~~_._ O.2ml?~.:~_~~ NUTE: EPA aM wtIigIrt 'fII/u1l$ do 1101 irlcludr! onounlD7g 4rm • WlVI ~ 4" atrn IhlJ EPA is 2.811'. SPIDER MOUNT YOKE MOUNT D~[]c •. ! I .'---0-----I 0-- C D Flat EPA Weight SPIDER 3311/16" 36112' 0.5ft' 9tbs c-===_,856 mm 92~ . .!!I!'1_0-=-~~f!!.'." _~;.1~~ YOKE 353116' 3311/16" 1.6ft.' 11lbs 894 mm -_._--_._ .. _-- RPA4 Options _._._ .. ~.~.§_f!l!'1 0.49rn' .!"J.pkg OPTIONS ~20VWiring p.~ __ W2 208V Wiring Prep ~~ ... "._ .. _~~~.'t{~Il.9.~.~.~~~ _ _ _.?x?J_yti~~n1tf.~B ~ __ .. _ ... _~~Qy_'t{~.irJg.E.r:eJl Wi _._ ... .2~!.Y._'l.f.~.i~_~~.jl,"",_ T Tri-TapE' ~ 1201277/347'1' RPAZ .. Round Po~~~~_aJ?~~LL~!~~: ?1[8"J RPAa Round Pole Adapter (31J4" -3J/{1 RPM Round Pole Adapter (37/8" _41/2") RPAS Round Pole Adapter (5") WATTAGE/SOURCE _.".-_.---.... --METALHALiDi -----.---- .~.iK_._ ... ~IO'].Q .. ~~:llIT~tr~ I Flat!Ms configuratlom; only for Iwrlzoota/ limp 0I1'8I1Jation 2 F,cro,y wired tor higll/!SI voHllge /Ulless ~ed. 3 400 wall m.ttimllffl. 4 Not :mJIabJe with !)() liz ballast, 600 Mlall and 751) wattHPS, andcoorex lens with IQQQW HPS. 5 Net a_a/lable witil COO"llX letI$ '00 fOOOW HPS. {; Rtnte41 soltlc/JQn ~Ires fB -fmllQssfti &nil Op&Jn. 7 VfttIc4IllKI1pooly. 8 Only I1I12ifJlI* with 400 wart 9 Only R~ with IOOOW PSMH. 60tJW HPs, iIIld "'W""' to illlf[l1lr«1tor9o"COIIrIgiJr.ltiorIJ. II 750 walt max. SPAULDING UGHTIN6 (hydroforme~)t .• ~ ___ . ____ " H5P Horizontal V (square) __ ._ (segmentedr~ __ . _____ _ E 50Hz 220/240V 120V" 2 20BV' 3 ,_ .. 2TN' f 347\1" ~=::.:~~f~ii:~~~~ ___ . __ DB Dark Bronze (textured) WH White (textured) GR Gray (textured) ~_Platinum Silver (smooth) ~_ Red (smooth) (premium color) FG Forest Green (textured) ____ ... _.Jeremium color) .. _____ . __ . __ ._ .. CC _----.9!~.9?_I£U£~.!!!!.!~E!2!l'L HS-HOUSE SIDE SHEILD RPM Round FoI!.~~r.J~:1._. F(I) Fusing' (replace X with voltage: 1-120,2-208,3-240,4-277. 5_:.~_~Q!.....~.::~i?1_ P(X)' Pfloto Buttan' (replace }( with voltage: 1-120, 2-208, 3-240, ~:.?_U,_.~..:-}~!.L_ PR(X) Photo Cell Receptacle (replace X with voltage: 1-120. 2-208, 3-240,4-277,5-480,6-3471 QZ Quartz Restrike with 150W DC ...-_-:b"'"YO",n'o.t la~~. __ EB Embossed Band R(XX) Reveal' (replace XX with color designation) EB option must be chosen with reveal optkm r-----~~~arn)nai~~:~:n~aj~~r~- ;.;: SL1 sss SQUARE STRAIGHT STEEL • Square Straight Steel Shaft • Base cover standard (Square) • One~piece construction • Side, Tenon, or Pad mounting available • Ground lug standard • Gasketed hand hole cover standard (3"xS") • Lektrocotee finish standard • (SA certification available • Galvanized anchor bofts and template included (4-bolt design) SSS-1O-50-1-XX-XX 10 3.0 5 60 46 36 28 19 .119 "" 10 -13.S" 7.1 . 9.5~ 12 x," 3/4 x 30 x 3" 4" 106 SSS-12-40-1-XX-XX " 3.7 4 28 " 15 " 7.5 ,119 ,," 8 -" , 5.6 · 7.B" 10.25 II: 0.75" 3/4 x30 x 3" 4 " 104 SSS-12-S0-1-XX-XX 12 3.7 5 45 33 25 20 13 .119 ,," 10 -13.5" 7.1 -9.5" 12 x l " 3/4 x 30 x 3" 4 " '" SSS-f4-40-1-XX-XX 14 '.3 • 23 17 12.5 9.5 6 .119 ,," 8 -11 " 5.6 -7.8" 10.25 x 0.75" 3/4 x 30 II: 3" 4" 116 SSS-I4-4D-7-XX-XX 14 4.3 4 34.5 25.5 20 15 9.5 _179 ,,-8 112 . 12'" 6 -8.4" I' x '" 3/4 x 30 x 3" ." 158 SS~ 14-50-1-XX-XX 14 43 5 38 28.5 11.5 16.5 10.5 .119 ". 10-13.5" 7.1-9.5" '1 x," 3/4 x 30 x3" 4" 138 SSS-16-40-1-XX-XX 16 4.9 4 19.5 14 '0.5 7.5 • .119 ,,-8 -11 ~ 5.6 -7.8"'0.25xO.7S" 3/4 x 30 x 3'" 4" ". SSS-1~o-7-XX-XX 16 4.9 4 29.5 21.5 16 " 8 .179 ". 81/2·1r 6 -8.4" 11 ;K I " 3/4x30xr 4" 176 SSS-I6-S0-1-XX-XX 16 4.9 5 32 23.5 17.5 13.5 8 .1 19 ". 10 -13.5" 7.1· 9.S" 12 x 1" 3/4 x 30 x 3'" 4" 153 555-16-50-7·XX·XX 16 4.9 5 47.5 35.5 27 21.5 13.5 .179 ,,-10 -13.5" 7.' -9.S" 12 x '" 3/4 x 30 x 3" 4" 21' SSS-I8-4Q-l-XX-XX 18 5.5 4 16.5 11.5 8.5 6 3 ."9 ". 8 -1'" 5.6 -7.8" 10.25 x O.75N 3/4x30x3" 4·' 147 SSS-1 B-40-7-X)(-XX 18 5.5 4 25.5 18 13.5 '0.5 6 .179 ,,-8112 -12" 6 -8.4'" I, x '" 3/4 x 30 x 3" 4'· 201 SSS-l8-SO-'-XX-XX 18 5.5 5 27.S 2O 14 " 6 .119 ". 10 -13.5" 7.1 ·9.5" 12 x '" 3/4)(30x3" 4" 175 SSS-18-S0-7-XX-XX 18 5.5 5 42 31 23.5 18 " .179 11" 81/1-12" 6 -S.4" 12)( ,N 3/4)(30)(3" 4" 243 SSS-20-40-1-XX-XX 20 6.1 4 13.5 9.5 6.5 4.5 1.8 .119 "" 8 -11" 5.6 -7.8" 10.2S)( 0.75" 3/4)(30)(3" 4" 160 5Ss.-2Q-40-7-XX-XX 20 6.1 4 " 16 11.5 8.5 4.5 .179 11" 81/1 -ll'" 6 -8.4~ 11 x 1 H 3/4)(30x3" 4" m SSS-20-S0-1-XX-XX 20 6.1 5 23.S 17 12 9 4.5 .119 ,," 10 -13.5'"' 7,1 -9.5" 12 x," 3/4)(30:.:3" ." 191 SSS-20-S0-7-XX-XX 20 6.1 5 36.5 27 20 15.5 9 .179 ,," 10-13S' 7.1 -9.5" 12)( I" 3/4x30x3" 4" 266 SS§..20-60-7-)(}(-XX 20 6.1 6 51 38 28.5 " 14.5 ,179 ,,-11 -13.5" 7.8 -9.5" 12 x," lx36x4" 4" 312 SSS-2S-4O-'-XX-XX 25 7.6 4 8.5 5 3 1.5 NR _, 19 ,,-8 -11 " 5~6 -7.S" 10.2S x 0.75" 3/4x30x3" 4" 238 SSS-25-40-7-XX~XX 25 7.6 4 ,'.5 10 6.5 4.5 1.4 .179 11-8.5 -12" 6·8.'-11 x '" 3/4x30x3H .-266 SSS-25-60-7-XX-XX 25 7.6 6 38.5 28 20.5 15 8 .179 "" 11-13.5" 7.8-9.5" 12 x ," l x36 x 4" .-.04 SS5-27-4[)..7-XX-XX 27 8.2 4 9.4 4.2 1.2 .179 ,," 8.5·lr 6 -8.4" 11 x '" 1 x36x4" '" 190 SSS-30-40-7-XX-XX 30 9.1 4 6.5 4.5 2.5 1.5 NR .179 11" 8.S -1r 6·8.4" 11 x '" , x36 x 4" 4-313 SSS-30-50-1-XX-XX 30 9.1 5 7.5 5.5 2.5 NR NR .119 ,," 10-13.5" 7.1 -9.5" 12 x I" Ix36 x 4 '" 4" 274 S5S-30-S0-7-XX-XX 30 9.1 5 18 12 8 4.5 NR .179 ,," 10-13.5" 7.1·9,S" 12 x'" 1 x36x4" 4" 398 SSS-30-SO-3-XX-XX 30 9.1 5 " 16 13 8 3.8 .250 11" 10 -13.5" 7.1 -9.5" 12 x '" l x36x4" ." 537 SSS-3[)"60-7-XX-XX 30 9.1 6 30 20 14 9 3.' .179 ,," 11-13.5" 7.8 -9.5" 12 x I" lx36x4" 4" 467 SSS-3O-60-3-XX-XX 30 9.1 6 42 30 22 16 8 .250 ,," 11 -13.5" 7.8 -9S' 12 x I" 1.25 x 42 x 6" 4" 630 SSs.-35-60-7-)Q(-XX 35 10.7 6 20.S 13 8 4.5 NR .179 "" 11 -13.5" 7.8 -9.S" 12 x I" l x36x4" 4" 538 SSS-3S-60-3-XX-XX 35 10.7 6 26 18 " 7.5 3.4 .250 "" 11 -13.5" 7.8 -9.5" 12 x I" 1.2Sx42x6" ." 726 SSS-4()..60-7-XX-XX 40 12.2 6 " 8 3.5 NR NR .179 12" " -13.5" 7.8 -9.5" 12 x '" 1 x36x4" 4" 614 SSS-40-6o..3-XX·XX 40 12.2 6 14 10.5 5.5 2.5 NR .250 12" 11 -13.S" 7.8 -9.S" 12" 1" 1.25x42x6" 4" 802 Allowable EPA INith 1 J gust factor. To determine max. pole loading weight, multiply allowable EPA by 30 Ihs. Publish«!d allowable EPA values based upon c.aklilations of Spaulding Lighting. Allowable EPA values for projettl r~uiring AASHTO methodology are available UJlon requPSt. Note Factory supplied template must be used when se"t1ing anchor bolts. Hubbell Lighting will deny any claim for incorrect anchorOigE' placement resulting from failure to use 1actory ~upplied template and ancnor bolts. Complete part number requires shaft above JlluS mounting type, finish. and appropriate options below. ex Side -Double at ISO-' OX Side· Triple at 90·' FX Side -Quad at 90"1 PI Pad Mount -Spider Type P2 Pad Mount -Yoke Type P3 Pad Mount -Yoke Type (Proformer Xl onty) TA Tenon 2 3/8" 00 TR Removable Tenon (2 318 :t 4 1/4)1 OT No drilling (includes pole cap) WH GR PS RD FG CC PR Cr055 i~cL White Grav Platmum Silver Red (premium (olor) Forest Green (premium color) Custom Color (consult factory) Primer Only Nu"I;. lenqUl Nom Sh.dt )tMft Thk Options 055 018 022 Ol6 Ol7 OJO OJ2 Q40 LAB CSA Internal Coating (Hubbell Seal) IS Amp GFCI Re<eptade and Coverl Extra HandtloJel 1/2" CouplingJ l/4" Couplin,!!' 2" Coupling Mid-pole luminaire Sradc:et1 (12" long with 2 3/8" 00 tenon) Vibration Damper Leu Anchor Bolts CSA Certified (comult factory) D~rli PIlTTERf'lS: Repla(~ l( witn th~ fallnwrn9 rnrl'llbenta Indl(IIUHnilll!)prnpr!;tr nmlhole jNlttei"n: I = ilL, 01. on" MV. iIIK. 00. 011.. Pf. Sf. WN 2" (M1. CM2. (Rl, RCS (R.!O"""). RCll!t.w~"1 ,. OS, M55 5" DB 6::: OM. MSV (M~9nu~iI'e) Removable teron used in mnjul\ction with .!-ide inn mounting. fim ~pecify ~ired arm (onfig\Jration followed by thf .,.~" not~tio'" El:,.)rnple: SSS-ZS-4o-1-{6-TR-DB Specify option 1000atKm usmglcgk. found in polf intloduclion p.!0fl. 111" IDCation 01 ~II options mllSt stan a minimum 01 one loot ~bo", rhe hand hDie ami be IOYted (IIle foot apart irom ()['I!> another. Ccnwlt factory fot an), exceptions. PL2 Notes: MSV SERIES I~' 1-r,e MSV Job M-?ULS I v E· API'I.ICATIONS • Malis, retail complexes, industrial sites or any large area lighting prOject wtIere superior performance. design flexibility, and value are a must SPECJF/C1111ONS • Lightweight, rugged, one-piece formed and welded aluminum for smooth wall construction and weatherproofmg. Pre-driHed for arm rnotrJting. Decorative embossed band and reveal colors available. Extruded aluminum door frame with rigid corner bracing and die cast zinc latches for tool-free entry (flat glass lens). Formed aluminum doorframe (convex lens) with stainless steel. Knurled head thumb screw design for tool-free entry. Quality high temperature rated extruded silicone gasket seals out insects, dirt and moisture. Tempered flat glass lens prOVides impact and thermal shock resistance and a sharp full cut- off classification. Impact and thermal shock resistant convex lens provides improved light level uniformity and broadened luminaire spacing. Vertical and horizontal lamp orientations available: IES types I, II, iii, N, and II distributions. VI P, V3p, V5P and H5P reflectors are fully segmented. V4 and H4 reflectors are multi-piece design. H3 ami H5 reflectors are hydroformed. All reflectors are rotatable. Spider mount has four twin·tube arms attaching housing to pole top fitter. Yoke mount has two square arms securing /lousing to pole top fitter. Eldruded aluminum arms in 4" and 10" lengths a\oog with multiple adapters provide mounting flexibility. Mogul porcelain socket. pulse rated. with spring-loaded, nickel-plated center contact and reinforced lamp grip screw shell. GWA type, HPF ballast, starting rated at -20QF (-40QF for HPS). Durable lektrocote* TGIG thermoset polyester powder coat paint finish as~ free service. USTlNGSlCERTIFICATIONS UL 1598 listed and GSA certified for outdoor use in wet locations. • IDA fixture seal of approval. ORDERING INFORMATION ORDERING EXAMPLE MSV A4 SllrillS Mount P1K Wattage Source V5P F Lamp Orientation! Distribution lens ng life and maintenance- 5 DB Voltage RAT GLASS CONVEX GLASS .--B ... _, ,······-·-·8··, TD--~ ri·D--~ A --';". --' 1 LL:::s A • c EPA Weight FlAT 15" "" NIA 381 mm 533 mm _._,----_.-----_ .... _-_._.- 2.8 fI!* 68 Ibs .~}§~' .. ~.Q:~ .. kJ!. CONVEX141/2" 21" sq. 12" 2.4ft.' 631bs _._ .. __ ._~.I?!!.~l!l 533 mm 374 mm 0.2m' 28.6 kg N£ffE: EPA ""Ii lInIig/!1 values 00 001 mr;Jude IIlOINIlirlg an7I , Imh 1118 ..," a17l'l /II{I EPA Is 2.8ft'. SPIDER MOUNT TOIlE MOUNT D.r-1 . . __ ..... -"';. ! D c D EPA Weight SPIDER 3311/16" 361/2" 0.5 ft.' 91bs . _____ ~mm 92.~.!!!m 0.1~~' _.~:!.J:'.9. YOKE 353116' 3311/16"1.6ft.' l11bs . __ ~~_~~_._,". ____ E!~~_~m 0.4~1!!' ... ~:.Q.~_._ RPA4 Options Wl 120V Wiring Prep W2 208V Wiring Prep W3 . __ . __ ~~~ .. ~!j!!1l.~..fl1 ~f _" _.?}7~.~~i.IN?!.~.~_._. __ ~.--.-~8Q~~QQ.~!.~----....... . ~'!_._~~_\.'!'!.~!N!rep_. __ .. _ ... _. __ . __ _ f-·-···T~-=TaJt:·12DJ27-·71347V"-··-·---~!A2 _.~~I]!lJ~I!.~p!.e"r.J?3~4.'>~.\/~·) APA3 Round Po!eAdapter (31f~"·33/.·) RPM Round POleAdapter(37{~'-41/21 RPAS Round Pole Adapter (5"1 SPAUlDING UGHTIN6 E 50Hz 2201240V 1 120V' 2 208V' a 24UV" 4 27N" F·-··· 347V' ~=.-NoJ!~!~C~~~-==:==-~:~~=--=- RPA6 Round Pole Adapter (6"1 F(XJ FuSing' (replace X witti-vDlrage:-- 1-120, 2-208, 3-240, 4-277, 5-460,6-347) rOO'·--PhOto-BUtiOOi("replac·Ei-iw\th voltage: 1-120, 2-208, 3-240, 4-277, 6-347) PR"(i"fPhoto"C·eW-Recepiac!e-(iepiace X with voltage: 1-120, 2-208. 3-240,4-277.5-480,6-347) Ql Quam Restrike with 150W DC·-- bayonet la~_ EB Embossed Band -- R(XX) . Reveal' (replace XX Wrth-c·OIor- designation) EB option must be chosen with reveal option IIlj L --p(¥YGaroonat~~V~~~~~Iffi_u.ji.~ lamp -l ____________ _ SHm # MSV-SPEC9/09 PL2 • Square Straight Steel Shaft • Base cover' standard (Square) I~) • One-piece construction • Gasketed hand hole cover standard (3"XSH) • Side, Tenon, or Pad mounting available • Lektrocote3 finish standard • Ground lug standard • (SA certification available • Galvanized anchor bolts and template included ~.., ~ (4-bolt design) - x 30 x 3" SSS.1o-S0:.1~XX~XX 10 3.0 5 60 46 36 28 19 .119 10-13.5" 7.1-9.5" 3/4 x 30 x 3" 4" 106 5S5-124{H -XX-xx 11 3.7 4 28 21 15 11 7.5 .119 B -11" 5.6 -7.S" 10.25 x 0.75" 3/4x30x3" 4" 104 SS5-12-S0-'-XX-XX U 3.1 5 45 33 25 20 13 .119 10-13.5" 7,1 -9.5" 12 x," 3/4x30x3" 4" 112 5S5-14-40-1-XX-XX 14 4.3 4 23 17 12.5 9.5 6 .119 8 -11" 5.6 -7.8" 10.25 x 0.75" 3/4x30x3" 4" 116 SSS-14-40-7-XX-XX 14 4.3 4 34.5 25.5 20 15 9.5 .179 11" 8112-12" 6-8.4" 11 xl" 3/4x30x3" 4" 158 SSS-14-50-1-XX-XX 14 4.3 5 38 28.5 21.5 16.5 10.5 .119 ,," lO-B.SH 7.t_g.SN 12 xl" 314x30)(3" 4" 138 SS5-16-40-1-XX-XX 16 4.9 4 19,5 14 10.5 7.5 4 .119 11" 8 -11" 5,6-7,8"10.25xO.75" 3/4:<30:<3" 4" 128 SS5-16-40-1-XX-XX 16 4.9 4 29.5 21.5 16 11 8 .179 "" 81/2·12" 6 -8.4~ " x '" 314 x 30 x 3" 4" 176 SSS-l6-S()..l-JC(-X)( 16 4.9 5 32 23.5 '7,5 13.5 8 .119 11" 10 -13.5" 7.1· 9.5~ 12 x 1" 3/4 :<30 x3" 4" 153 SS5-16-50-7-XX-XX 16 4.9 5 47.5 35.5 27 21.5 13.5 .179 11" 10 -13.5" 7.1 -9.5" 12 x '" 3/4 x 30 x 3" 4" 114 SSS-11J..4O.1-XX-XX 18 5.5 4 16:5 11.5 8.5 6 3 .119 11" 8 -,," 5.6 -7.8" 10.25 x 0.7S" 3/4x30x3" 4" 147 SS5-18-40-7-XX-XX 18 5.5 4 25.5 18 13.5 10.5 6 .179 11" S 1/2-12-6 -8.4" 1 I x I" 3/4x30)(3" 4" 201 SS5-18-50-1-XX-XX 18 5.5 5 27.5 20 14 11 6 .119 11" 10·13.5" 7.1-9.5" 12 x 1" 3/4 x 30 x3" 4" 175 SS5-18~50-1~XX~XX 18 5.5 5 42 31 23.5 18 11 .179 11" 81/2-12" 6 -8.4" 12 xl" 3/4x30x3" 4" 243 SS5-2Q.-40-1-XX-XX 10 6.1 4 13.5 9.5 6.5 4.5 1.8 .119 11" 8-11" 5.6 -7.8" 10.25 x 0.75" 3/4x30x3" 4" 160 SS5-20-40-7-XX-XX 20 6.1 4 22 16 11.5 8.5 4.5 .179 ,," 81/2·12" 6-8,4" 11 )( 1-3/4)(30x3" 4" 173 SS5-20-S0-1-XX-XX 20 6.1 5 23.5 17 12 9 4.5 .119 11" 10·13.5" 7.1 ·9.5" 12 x," 3/4x30x3" 4" 191 SS5--20-50-7-XX-XX 20 6.1 5 36.5 27 20 15.5 9 .179 ,," 10 -13.5" 7 I ·9.5" 12 x I" 3/4 x 30 x 3" 4" 266 SS5-20-60-1-XX-XX 20 6.1 6 51 38 28.5 22 14.5 .179 U" 11 . 13.5" 7.8·9.5" 12)( I" 1 )( 36 x 4" 4" 312 SSS-25-40-1-XX-XX 25 7.6 4 8.5 5 3 1.5 NR .119 11" 8 -1'" 5.6·7.8" 10.25 x 0.75" 3/4x30x3" 4" 236 SSS-2S-40-7-XX-XX 25 7.6 4 14.5 10 6.5 4.5 1.4 .179 11" 8.S-1r 6 -8.4'" 11 xl" 3/4 x 30 x 3" 4" 266 SSS-25-60-7-XX-XX 25 7.6 6 38.5 28 20.5 15 8 .179 12" 11 -13.5" 7.8 -9.5" 12 x 1" 1x36x4" 4" 404 SS5-274D-7-XX-XX 27 8.2 4 9.4 4.2 1.1 .179 W 9.5 -12" 6 -8.4" 11 x I" 1 x36x4" 4" 290 SS5-30-40-7-XX-XX 30 9.1 4 6.5 4.5 2.5 1.5 NR .179 W 8.5·12" 6 -8.4" 11 x 1" 1 x36x4" 4" 313 SS5-30-50-1-XX-XX 30 9.1 5 7.5 5.5 2.5 NR NR .119 "" 10 -13.5" 7. I -9.5" 12 x I" 1 x36x4" 4" 274 SS5-30-S0-7-XX-XX 30 9.1 5 18 12 8 4.5 NR .179 11" 10-13.5" 7.1-9.5" 12 x 1" 1x36x4" 4" 398 SS5-30-S0-3-XX-XX 30 9.1 5 22 16 13 8 3.8 .250 11" 10~13.S" 7.1-9.5" 12 x 1 n , x36x4" 4" 537 SS5-30-60-7-XX-XX 30 9.1 6 30 20 14 9 3.4 .179 12" 11-13.5" 7.8 -9.5" 12 xl" 1 x36x4" 4" 467 SSS-30-60-3-XX-XX 30 9.1 6 42 30 22 16 8 .250 11" 11-13.5" 7.8-9.5" 12 xl" 1.25 x 42 x 6" 4" 630 SS5-35-60-7-XX-XX 35 10.7 6 20.5 13 8 4.5 NR .179 12" 11 -13.5" 7.8 _ 9.5H 12 xl" 1 x. 36 x 4"" 4" 538 SSS-3S-60-3-XX-XX 35 10.7 6 26 18 12 7.5 3.4 .250 12" 11 -13.5" 7.8-9.5" 12 xl" 1.25x42x6" 4" 726 SSS-40-60-7-XX-XX 40 12.2 6 11 8 3.5 NR NR .179 12" 11-13.5" 7.8-9.5" 12 xl" 1x36x4" 4" 614 SSS-40-60-3-XX-XX 40 eu 6 14 10.5 5.5 2.5 NR .250 12" 11 -13.5" 7.8 -9.5" 12 xl" 1.25 x42 x 6" 4" 802 Allowable EPA with 1.3 gust factor. To determine max. pole loading weight, multiply allowable EPA by 301m. Published allcrvvable EPA values based upon (aiculatioo5 of Spaulding lighting. Allowable EPA values for projects requiring AASHTO methodology are available upon request. Note Factory supplied template murt be used when ~etting anchor bolts. Hubbell Lighting will deny any claim for incorrect anchorage placement resuH:ing from failure to \lse factory ruppHed template and anchor bolts. rr. Complete part number requires shaft above plus SC~[t. L'i'ncth Sh.:.d~ ,",:(1< \'P mounting type, finish, and appropriate options below, Luminaire MoUntin~ Type ';~h Options Internal Coating (Hubbell Seal) AX Side -Sing e Dart Bronze Q55 ~ !i~: . ~?iE tal J;;.' I DB Q18 15 Am~ GFCI Receptacle and Cover! I Bid ... WH White Q22 Extra andhol@l GR Gra~ Q26 1/2" Couplingl FX Side -Quad at 90~t PS Platinum Silver Q27 3/4" Couplingl PI Pad Mount -~ider Type RO Red (premium color) Q30 2" Coupling! P2 Pad Mount· oke itP@ FG Forest Green lrcremium color) Q31 Mid-~Ie luminaire Bracket' P3 Pad Mount -Yoke ype CC Custom Color consult factory) (12" ong with 2 3/8u 00 tenon) (Proformer Xl only) PR Primer Only Q40 Vibration Daml?er TA Tenon 2318" 00 LAB less Anchor Bolts CSA CSA Certified (consult factory) TR Removable Tenon (2 3/8 x 4 114)2 OT No drilling (indudes pole cap) DRill PATIERN5: Replac~ X with the fallowing numbers 10 indicoit. tho"! .!Ipptopri;te arml'rmle p.lttern· 1 = At, Qt, on, MY, NI(. DO, OR. PF. SF, W1\I 2", (MI. (M2, CR I, RC5IR~lI<!n). R(L (Raw-,l) 4::cOS,MSS S=DB 6o:DM,MW(MagnusquarrJ Removilhle tl'flOOl Uled in mnjundioOl with sid~ arm mounting. fint specify delired arm configuration followed by t~ "Til;" natatiOl'l. EJ(3rnpir: 555·15·40-7-(6· TIl-DB SpL!'City option loration u~lI1g ICHjIic found In pole introduction pagel>. The location of all optlOO! mUlt nan d mimrnllrn of one foot ilI\J.ovr th~ hllfld hol~ ~nd bI! I~ud on~ foot Jpan from on~ oinother. COl1,ult factory tOf ¥Iy ll'~clllptIQf1s. ! I ,," . ' . ~ ·JSEAll . COMMONWEALTH OF MASSACHUSETTS LAND COURT . " . " .P~p~I~~·9;!',r.~}'&.~.~q:\1Rr ~~· .. -.. ~ . . -" ',' -.: ---. -. .-. . . -' Hf.MPDEN,5s .... . ;"."; '. :. :, . SPROCKET REALTY,LLC, .. Plaintiff ... I . '.-•.•• " ... ". : .,'-. ";.' , . : .. ' WENDY'S INTERNATIONAL, INC., .. COYOTE REALTY, LLC, andDoUREEN PROUTY, JAMES MARMO, and GARY SUFFRITI, as MEMBERS OF TEE . . ZONING BOARD OF THE TOWN OF AGAWAM, Defendants -.,., '. ~ . ",:-,.' ","". '\ '. . ;, .... '.:' -,--" ..: .•. DEcIsION . .. ..," ... .' <, .. '-,: . , .; ".0'." Plaintiff, Sprocket Realty, LLC (Sprocket), filed this ~pciJ. pursuant to G. 1. c.4.0A,§ 17, on October 13,2010, appea.lirig froin a decision (Decision) of the Town of Agawam Zo~ . ... Board (Board). The Decision granted a ~ciial pemiit to Wendy;s Internation8l (Wendy;s), ·811owing Wendy; s to operate it ~st,aurant with driv~-through service wind~wsat 1340 Spring!ieldStreet,Agawain,on property owned by Coyote~ty, LLC (Coyote). Sprock:e1:;S clianenge~othe Board's decision, is based upon Plaintiff's claim that ithasprescriptive rights of . . access and parking oitand over a portion of the Coyote property . Sprocket's cOmpllli,nt alSo . containsacolint Whereby it seeks to establish a prescriptive easement over Coyote's Property. . '. I' -• . . · Defendant Board members filed an answer on November 5, 2010, asSemDg various affirmative defenses and a counterclaim pursuant to G. 1. c. 231 , § 6F .. Ananswer by Coyote was 8lso filed . . ", ~ . . · Which included. a multitude of affirmative defenses and counterclaims pertaining .to G. L. c. 231, . : . , ,. . . ~ . § 6F, sland~ of title, interference with a business relationship, and violationof9.,L, c. 93f,.. On . D~cember16, 2010, Wendy'sfiledan BIiswer setting forth affirmative defenses andstatingthat . the appropriate party is Wendy's 91d Fashi0ne.4HaPlburgersofNew'york, Inc., the intended · .', . . -: :,.' '_':,,'_~ ___ ';.,:-,::'.~'-'-'$;".:~' •• ':'-:-_""'-""~: _~\.::'.':-: . __ , ,/V :':;'-." .. _ ',",. .' .. ' i I .j , ! ";! operator of the proposed restailrant. The applican.tfar the special pennit, however, was . Wendy's.'" . . A t'wo-daytrial waS held on SepteIIiber2o'lind27; 2011, With .the.'fust· datoftrial held at Westfield Dlsmct'C\mrt'an"d'the'"Secbmhlay-hdttm'Soslliri .• A stenogiapher was swomtO · . transcriliethetestirnony. At trial this ~OUl1heard the testirnony of Donald Hanson; employee at Col-East Incorporated, a co~pany that specializes in aerial photography fortopographic maps, Robert st: Marie, owner of Feeding Hills Pharmacy (pharmacy), Norman Beals, Donna.' Bellefleur, Barbaia"Chase,"CSio1}iifDorval, anll'DaVid'Wiley, employeesofthePbarmacy, Robext,Cheney, Pharmacy customer, and Spex<l Philips, owner of Phipps Liquor Store, all part of Plaintiff's case-in-chief .. Thomas Wilson, general contractor hired by Coy6te, William Wagner, . \llllPloyee of a bank located at 1340 Springfield Street; and JamesM Lefebvre, owner of . Coyote, testified for Coyote. TheBoard and Wendy's did not proffer any Witnesses. Thirty-two .' . . . .' exhibits were entered in evidence and a chalk was used by several ·Witnesses.z All parties except Wendy's filed post -trial briefs by December 2, 2011 ? · Basc.d on all the evidence and reasonable inferences drawn therefrom, as well as the . . . .;" . -. arguments contained.in the parties' postema! briefS, this court finds the following m.aterial1Bcts: oi 1. The area over which Plaintiff claims a prescriptive easement fouccessandpamng is an .. area "along andover approximately fifty feet on the westerly side of the Coyote Parcel." . (Disputed Area).4 2. Sprocket owns the property located. at 1350 Springfield Street, Agawam (Sprocket Parcel · or 1350 Springfield Street) .. The deed into Sprocket is dated June 18, 20~8. mid is. recorded with the Hampden County Registry of Deeds (Registry) in Book'17~52, at Page 491. s'Phipps Li~r StorecuiTently occupi~the Sprocket Parcet ·s~o:philips owns both Sprocket and the PhippsUquor Store:. When.he purchased the S?rocketP~l, he • ,-'", ",' .. \'" '. ,., .' '. . . .' . . . ~ .. ,. '. : ' .. I.The affinDative defenses alleged by ~ t:lrie defend8ms mclude failure to state a cJain)upon whicli relief . can be granted, impo.s.sibllity, equitable estoppe~ extingJlishment, laches, unclean hands, improper venue,'and fmum 'noD conveniens .. ,' '. '"'. _.' _. ':.' '~~. ','.: ., "':-.. .... :. ' -:.. . . .' -:: .} T»e F?diibits iii eviden~ arenumbere4 Jth1:e>ugi)' 3Q,.35,and 44:~d ~,ClI~ is labeled C;halkA, ,; '. ,'" .' . · 1 Wendy's notifjedtbe court that it was adopting ihe post-trial brief of Coyote and would Iiot be Submitting Ii separate brief. . . . . '. . ..' .... . . . • This description' is takenfrom Plaintiff's Complaint and there was no survey plan submitted at trial to demarcate the exact location of the Disputed Area. . '. . . '. S All recording referenees8re to the Hampden County Regislly ofDeeds. 2 --_._,-_ ... ,_.-.-_._ .. , .... ,,-=------_ ...... _--_ .. ,--.~.---.--:...---.--------. .:..: .. ,.".-,,-.. --.. , .. I I T . I -I r i I t I i I knew that.the purChase did not include what is referred to m this action as the Disputed Area. 3.·PriortoSprOc~etpurchasing 1350 Springfield Street, thePhamiacy had been 10<;ated '. · there •. l'heP.b.annacy,was:DWlled.by..&obertJ,,,St,.Marie (Robert,St,.:)AlIrle) and Nelson W;" ·St. Marie (Nelson St. Marie ),whopurchased the property by deed datedM<\!Ch 10, 1967,· . recordedinBook3246, at.PageI46. On January 1; 1994, Robert St Marie and Nelson . . St. Marie deeded 1350. Springfield Street to St. Marie Enterprises, Inc" bydeedreccirded in Book.g700;.oat..p~e499,Sproolrefs1mmediate'Predecessor-in"title.· . 4. The building on the Sprocket Parcel was cohstructedin ·1968 and the Phaimacy occupied that building from 1968 through 1993 . Thenours of operation of the Pharmacy were Monday through Friday 8;00A.M. j09:00 P;M.,8aturdays 8:00 A.M, to 6:00 P .M, and .. . Sundays and holidays 8:00A.M .. to 1:00 P.M . . 5 .. Whim the Pharmacy closed in 19'93, Robert St Marie leased the property to Stop&Shop. The S~cket Parcel was vacant from the closure of the Pbaimacy untjI December 19; 1996, whim Spero Philips opened Phipps Liquor Store. .' 6. Defl(lldant Coyote purchased the property at 1340 Springfield Stre.et (CPy:ote.paicel or ~340 Springfield Street) by d~.dated Febiuary 3, 2004;recorded in Book IS956;at . Page 80. The grantors in the deed were Paul L.LeFebvre and James LeFebvre, Trustees · of Lone Coyote Realty Trust,WhohadpUfCliaSed.1he propel:ty.~1S99:·When ~Y:' .. purchased in 1999, there was no assertion by Sprocket of any claims for prescriptive '. · rights. Beginning in 1999, Mr. Philips and the people involved in the Coyote entities · recognized that it was .in their mirtual interest to maintain a flow of vehicular and .' . pedestrian traffic between their businesses. 'The,ir relationship was cordial: ·Mr. Philips parked his car by the road within the Disputed Area when he was' at work so be could keep an eye on his car !i:om a window at the frolit of liquor store .. 7 .. Prior to Coyote purchasing 1340 Springfield Street, two buildings ocCupied the Coyote --. . - Parcel. A bank, originally known as Westem Bani!: Trust, which later became 'p!IlKW~st ." .' " .. . . ' , '.,. ' .' Bank@ank), Was loeated in the large building closest to Springfield Strectfrom . . '.:'.'~' i.:" .... '" approxiin:it:ely 1970: to 2008 or 2009.: Various busiiresl;es were located iIi.' abuilding bilil~ . ~:"--::"'.:\--': ;.~; '.-:--..<'" :: •. j .y-:-", ~<.~">"": '~'! .. ~~-,,:. :~:,.~.-;:.:.':~ l.;.~i; -if':;~<~: :._; ~.I":·:: i; ~:{:' .'f';'~.~ ~<~ :l"':"o.;"·::~ ..:-:·,-.~.::f:~.:,.'.': :,i : ... :. ". ". " .. " . -'-,);: . .', ," ". , ~', ~ -.-.- 3 .. ':"',,: "';.' ,'-,'.: ":' . --.-..... ----~ ...• --... ----.. ----.---------.----.--.- I in 1974 or 1975 toward the rear of the Coyote Parcel, numbered 1342 SpringfieldStreet.6 '. Prior.toifhe Bank's opening in.l970;theCoyotePArCelhad been undeveloped and;."-. -unpaved .. · "~7 'f,' ':'tY': ::-." 'A"','~::'-::;-~' '" .. ' ~: .. , : );' :.-'·'-!,i~. 8. When the.:B"2k~&\li..its,parmg.JGt.was.paved,,&ec.ewas someilaW!gconnecting '. part of the Bank' sparking l()t ontbe .Coyote Parcel and the Pharmacy's parking lot on .the . . . Sprocket Parcel: There was; however, an unpaved area of undetermined .dimensions; .. between andaIong a portion of the two paved areas. The unpaved area .was paved in connection'Wiih·the-construel!i()n-cf1he+342~ringfieldStree~ building in the mid ' .. . 1970's. The buildings were demolished afrer. the Bazik left in 2008 or 2009 and the . Coyote Parcel is currently a vacant lot .. 9. The Bank llperated from 9:00 A.M. to 3:00 P.M, Mo)l(Jaythrough'Wedncsday with a .' drive-through window that remained open unti14:00 P.M. On Thursdays and Fridays the • Bank WBSopen from 9:00 A.M. to 4:00 P.M. and reopened from 6:30 P.M. to 8:00 P.M. '. Beginning in 1973 the Bank was .also open onSatunl.ays from 9:00 A.M .. to 1:00 P.M; 10; 1350 Springfield Street abuts the westemportion of 1340 Springfield Streetandthe ·· .. boundary between the properties is currently demarcated by a chain link .fence, which was erected by Coyote in 2010 in connection with removal of ip; parking lot. .' 11. There were never any signs directing the Pharmacy employees, cuSt6merS. or deli~ery ~ons where to park, nor were there sign~.erected.b¥the Bank..prohjbitiJJ.g:parkiog by '. customers not patronizing the Bank or other businesses on th!\ Coyote Pru:cel. People shopping or banking at the buildings on the adjacent paIcels often would park in one parking area and visit both properties; witb.outmoving their cars. There was no way to . distinguish the parked t:IU'S from one. another or.to id~ntifywhich cars belonged to which customers or ~ployees. . ; •.... .' . '" . 12. From time to time, Pharmacy and ·Bank employe~s would park in the Disputed Area . along with cUstomers who. patronized the Pharmacy, Bank, and other businesses on.the . 13.40 Springfield Street property. '" . ;.:' .. ,.. . ". . .,. .' ~. ',' , " .... ;".', ";' . . ~".: .. ,'""., ... ," . . ,_.;j " ' ••• - ·1 " .. >. '-.:-::' ·:·:.i!.~,;·: , These various businesses i~cluded a loWl&", ~dr ... er, rest&iiarit;p~ckagestore; Ia~ainat, .,. , .• . ConvenienCe store, and a bar: .. ..................... _-_ .......... _--_._ .......... -................. _-_ ..................... _- I I I r I I I I I I . , . I !" . I I , .',. ,". ", 13.Fr~m time to time; small delivery vehicles for the Pharmacy woiJld also park in the . Disputed Area and larger. tnicks sometimes uSed that B,l'ea to!Illllleuyer their vehicles in order to back up adj acentto the rear of the Pharmacy. . . _ ,> ,: '-c .. 14.R.obertSl,Marie;Wai,·th£."wner.of theillhamutoy-frem.1968 to1993; -He ·testifiedthat he ..... -instructed his employees to park on the Sprocket Parcel, neilrthe'rear of the: Pharmacy" . 15. Norman B.ealsworked at the Pharmacy from 1968through 1987 and worked Wednesday and Friday evenings from 5:00 P.M. to 9:00 P.M., every third Saturday from 8:00 A.M. to-6ieO ·p:M·;;,:anc!·ho!idajrs ,fro:{II 8:00 A.M ·to-i:OO"P.M.He and some other employees .' . parked in the striped,spacesofthe Bank's parking lot during the evening hours for . '. approximately. seventeen years beginning in 1970 or 71, when the Bank opened: During his . daytime'shift he and other employees sometimes parke(! in those spaces only when ., . . . there were none avai1able near the PlWmacy: At night, hepar1red in a particular space . within th(l Disputed Area because it was lit and. offered some ~ecurity for him when. he . closed the store. 16. Barbara Chase was an employee of the Phaimacy and worked· there from 1969 through ... 1993. She worked weekdays from 9:00 A.M. to 2:00 P.M., and beginning in 1975 or . 1976 worked from 9:00 AM.t03:00 P.M or 4:00 P.M. She parked in the Disputed Area when the Pharmacy parking lot was full and noticed other employees, customers, and . . ' ~ . . . delivery trucks parking in that area as mil. She also par~ in theDlsputedArea when patTonizing businesses on the Coyote Parcel. Sometiines she h8d business on both properties .. 17, Donna Beijatleur was a Pharmacy employee and worked there fmm 1983 to 1993; She . began worldngonlya fe,'!'V hours per week, working half days, and then progressed to· .' working 30 hours per week, approximately 8:00 A M t02:00 P .M;0r3:00 RM ·.Whena c1erk,she worked at the front of the PharmaCy and waS able to see the Disputed Area -. from the window. When she worked as a technician; she worked in the back of the building and mr longei-had visual access from her work station,' Ii~t did leave thebUildilig more pften to make deliveries for the Pharinacy .. Some weeks she did as many as fQurto fiv!) deliveries a week and other weeks there were none. When returning from making deliveries ' in the a&moons she sometimes parked in .the Disputed Area and occasionally . ,..------.......... . sawother~ployees~ ,car.s.parked,~re. 5 -~----'--.--- 18 .. David Wiley was a Pharmacy employee who worked there from 1968 through 1977. He .. usually ;worked from 2; 00 P.M. to 9:00 P.M., ."mostnights". as a clerk. . When working;, he usually parked toward the back of the Pharmacy building. He-saw emp'loyees parkiti. the Disputed<hea-\lfreq\ie1'l.tly~!.begimringin·the.eai'ly 1970s: Asa eustomer oithe . . Phannacy, and the Bank .andthe.lounge.on the Coyote.Parcel he would park in the '.' Disputed Area ,·c·" ' 19.Carolyn Dorval worked at the Pharmacy from 1976 to 1993 as. a clerk on Mondays. In the beginningllt'heJ:'empioymentsheworkedfrom 9:00 A.M. to 2:00 P.M.;imd then began. to work from 9:00 A.M. to 5:00 P .M.' Ms. Dorval "very seldom" parked in what she and oth~rsca1led the "middle area," refe~ roughly to the boundary line between the properties. She and other Pharmacy employees tried to park closer to the Pharmacy . building, toward the rear of the lot. Also, she did ''not really" see other employees park in the Disputed Alea . 19. William Wagner was an employee of West em Bank and Trust (later known as Park West .': Bank, and Westbank), from about 1971 to 1983 or 1984, and was in charge of branch administration or bank operations .. He became most familiar with the Bank at the.Coyote Parcel, when the branch officer for the BaI)k: located,there fell ill and Mr . Wagner worked in the branch fora two or three month period until a replacement was found. 20. Robert Cheney was a customer of the Pharmacy beginning in 1975..~ he.=>ved to the Feeding Hills village of Agawam: He did notgo to the Pharmacy "very often" from 1975 to 1983, but from 1983 to1984, he :frequented the Pharmacy "at least once a month." He parked iIi the Disputed Area just to the. west of the lined spaces it the parking spaces in front of the Pharmacy were full. 21. 1n2009, for a previous:projectneverbuilt on the Coyote Property,theAgawarn: .. . ' Conservation Commission (Commission) issued an Order of Conditions (Order) pursuant' . to the Massachusetts Wetlands Protection Act; G, L. c.131,§40 .. The Order was . amended by the Commission on August 12, 201 0; to allow for ~ construction. of a Wendy's at the site. The AnJ-ended .order of Conditions requiJ:esthat C9yote ma4:ltain ~ .. ,: _ Pervi9?~,.~in~_g~-~~~tbj?thepj~~te,d ~e~ t.0 be,~~d~'9r~,J1~~efoI ~~,~o~_ .'T., ,.,' " .''-... -", " ~', .' It is )lI1clear from her testimony whether she. ,,",orked any other day of the week, but it appe~ that.she· . worked only one day a week. . '. . . ,. . ,. .'.' . 6 I r i ~ ·1 1 ........... _------.•... --,.---_._ ............ --._--- i ! i I I I I . I .' l . "'. the rear of the boundary between the Coyote Parcel and the Sprocket Parcel. In . connection with the .. Order of Conditions, in2010, Coyote removed :asphalt previonslyon . the.oisputed,Area and feneeg: the boundary:betweell the' properties, Th:e swa,le prevents .' ,,~vehiclesk.om4mvelmg.betw_4he'Sprooket~d .. Gcy0te'Percels. . ..... , •. ' .' ..... "-.. -,'.. .. '. 22. Wendy's applied for and obtainedsiteplim approval from the Agawam Planning Board pnAugust 19,2010, after which Wendy's applied for a special permit in order to build-'. and operate a drive-through restaurant. The special permit Was granted on September 27, . 2010;whenr-Sprm:ket1lppeated1heBoarl!:'s necision;'assertit1gprescriptive rights over the . Coyote Parcel. . . :- • . < , •. .$ '" : { •.•.•• ". < . :.: I. Prescriptive Easements for AcCess and Parking · An'easement bypresCrlption over land of another requires a use that is open, notorious, continuous and a~erse for tWenty years. Ryan v. Stavros, 34& Mass. 251,263 (1964); Labountv v_ Vickers, 352 Mass. 337 (1967) .. Unlike adversepossessiori,"[i]t is not necessary : . ' . . for one claiming an easement by prescription to show that his use has been 'exclusive' in that .sC/lSe. [Rather] [h]emust.showthat his use has been exclusive in the.:sense that he relies on his '. own use or. those under whOm he claims andnot on the use ·bythirdIiartjes."· LaboUnty, 352· Mass. at 349 : The claimant asserting.suchei!sement must provide.sUfficiente>.Zidence for each of the elements otherwise his or her claim fails. Boothroyd v.Bogaitz, 68 Mass. App. Ct. 40, 44-45 .. (2007); Gad,reault V. Hillman 317Mass. 656, 661 (1945). However, U[w]herever there h8s been . . '. . · the use of an easement for twenty years unexplained, it will be presumed to be under claim of :.' .. right and adverse,and will be sufficient to establish title by prescription and to authorize the,'" , · presumption of agrantunless controlled orexplained.~' Stone v.Perkins • .59 'Mass; App.'Ct. 265;: . " ." ". ' " . -, ", ' . 266 (2003), . .", : "": -, . ,':' . A. Sprocket has -Failed to Establish a Prescriptive-Easement forAccess :-- · Sprocket [lIst claims it prescriptive easementfor acc~s thiorigh'the ent'riinci:'ui 'the ' ." CoyowFai-Cel frOfuSPriri&field Stfe6t, ui.iiIid:oYeIthe:Disp~ted.Afea'totitsemplo:yeesr-". ". "", . ~_-..-, '", ':.,,1 _.~ ..... _,.:"._ •• ~.~ ',", "_ ,". '. ,-"_i': , .... i .-" ;';"~" _ :'~:''''-.-i~' '.;.t~ .;;::-,"'-..:'~ ".-,;. ,,~ ,:~\-,_.,; .:.~: --·,r".:· j"_';""" . custotners aild. peo'pledeiiveritig 'supplieS to -the Sptoc]cefParceL The'testimony at marWitli' .. , respect to the access easement focused on delivery trucks .. As an initial aiatter,Mr,St._Marie .. .• testified that heclicfiioiinStiUcfdetivery'peopletoiiSithe'entr8n~etO :tlieGoyoteP~i,oi'the ." .. . , . ." .' . "', ',,' .' ," " , . -' ",. 7 . . _-"-_._--.... _----------:----_ ..... --.. _ .. -------_._-------.. --.. __ .. ~ . . - Disputed Area. Based on the evidence, Sprocket has not met its burden' of proving a. p~criptive . easement for access beGause;the1estiniOhy-:failed;toeS'tablisWeach 'of theeiements necessary· to . . fud and'ru!e-thatSprocketisentitlelh!o such .art easem-ent:<To suppartits c1aiin for a prescriptive easemen1-roraccess~'Sproclort'offere1i dretestimim:y"m'fbttr'witn~S'VithU1estified regarding the .. · use of the entrance by deliverytruc:ksi ", ""'" . . ',;;:;.: ", f:,: . "BarbaraChase, a Pharmacy employee from 1969 to 1993 .and J)oIina BeUafleut,an . · employee from 1983 to 1993, testified that they saw large delivery trucks fortheFb.arrnai:y enter . · tl!.ough the.Coyote1'afue1entrariCeandprOceelrtothe Sproclre't"Pah:elr'Ms;Chase stated the ." . delivery trucks used the Coyote Parcel entrance "wherever·there was room -if they had to COJ;lle in by the bank, they came in by the bank ... ", while Ms. Bellafleur testified She saw the · McKesson delivery person enter through the Coyote Parcel sevei-altimeSa week. Robert St. · Marie, owner of the Pharmacy, initially testified that he saw delivery trucks enter through the . entrance on 'the Coyote Parcel, but on cross~exaIDination he capitujated;·stating·he"can 't say" he ever "[s]aw any trucks coming in through any.othcrcutrancci[other thanthcentranceto the.' Sprocket Parcel]." He conceded that the McKesson delivery man could, have 'entered onto.the · Sprocket Parcel without using the Coyote entrance at all, which was consistent with the testimOny of Ms. Dorval, who saw the McKesson truckcome throughtho ·Sprocket ParCel .. en~cetO nudce>deliveries to the pharmaCy. :Thus, Plaintiff's witnesses were contradictory,.·Even ifthi&col:lft.fuUy:credits·1I!e·· testimony of Ms. Chase and Ms. Bellafleur, ·Sprocket fails to prove the existence of a preScriptive .easeQlent. It is a well settled principle that 4. clajuiant must prove the casement has existed uninterruptcdfora twenty year period: Storie v. Perkins, 59 Mass. App. Ct. 265, 266 (2003), luid acts (lfpossession that are'''few, intermittent and equivocal" are insufficient. KeIidail v.··· Selvaggio; 413. Mass. 619,624 (1992). The. testimonyd6es not estiLblishthefrequencyofsticli '. alleged use nor the continuity of use for the requisite pcriod'of twenty years; 8· In addition, the access routcused 'from timEi'ionme bydcliv.crytrutkS.waS not·at1hc,direiltion orundei'the : '.' ,. }:". · control of the Pharmacy,. according toMr. St.Miuie:9 " ••••• ~. ,,;, '"I .: ,", >": -.. . ', .: ~ " ..•.. ~, J ;"'.". ~ "_':'~---'#\' .. 7'.~.;' I""';''':''':' :~., .. ~" ~)~ ~~'; ~,.:."~.:-~~':h "~~~'»~. -....-: ':_~. ~~ .. ;,,!:: . .: .. >\:.~::.:t .. :>: :~: ,j'e .0': :'-,L ;-:.. '-".' ',The ~nty-YOarpeIjod bad to pr&-<late 1993, is the evidence established that Ibe Sprocket Parcel waS ' vacantbetwecn 1993"and 1996. '. . . _ _ _ ~ ... '"'" ': .. ~-.~.' .. : .. -: .. -'-'-,:".---'.'-" .' . . ',n.e.court reCognizes Defeildaftts"argumCliftllitt theactii)Jfs"ofllilSiilessiDviteeS'i JlciUid ito\ rieciiSsMllY ,' ". . . .wue to 1h~. benefit of Sprocket under)he circiiliis,lillces presented bere: This "ourt iieedlicit tiacll: tJlat.lSsue 'Jii"c, view of the fmding that lbeRetions of said business invliees' were insUfficient to· establish prescriptive rights.' . ...... .' -~----,----.-.--.-.-.-.. --... --.-.. ---._---_ .. _ ........ _._---_ .. _ ... _ ... _--_ .. - I . .. r j I I I I I I. I. I I' I B, . Sprocket has Failed to 'Establish a·Prescriptive Easement for Parking ' ;.:; .. " .. ,~ .. .-.. '-,,,' .. '. ·WhileJhe. \estim,<iny p~offered'by Sprocket to support.a claim for ··a prescriptive .easement :. • . for parking within.tbe.Disputed,Area,is.more expansive than .that offer~:in support of an access , •. easement, Sprocket did not establish such easement because any parkingby.cuStomers and '" .. ' . employees of the Pharmacy was not notorious for th~ requisite twenty years:" Also, any sporadic : parking by customers or employees was not done at the direction of the pliarrnacy o~ anyone else . . having 0wnershi1'l-er~1roh'f1hd;prock~Parcel;"SO any· rights would not be appUrtenant to · andenforceable by the oWners of the Sprocket ParceL 10 . "The requirement frequently stated[,] that ill ?rder to create a prescriptive right the use . . ·.must be 'open and notorious[,r is intended only to secure to the owner (of the affected land] a . . fair chance of protecting" his or her property interests. Boothroyd v. Bogartz, 68 Mass. App .. Ct. .... 40,44 (2007) (quoting Foot v. BaIJrnan333 Mass. 214,218(1955» (internal quotation marks omitted). ''To be 'open,' the use must be without attempted concealment," imd to be notorious '.' the use must be "sufficiently pronounced so as to be made known, directly or indirectly, to the landowner if he or she maintained a reasonable degree of supervision over the property." III '., Actual knowledge by the landowner is not required. kh Rather, "[flt is enough that the i= be of such a chaiacterthat the landowner is' deemed to have been put 00. constructive notice of the adver5ellSC." Id ... "Ihe..cxtent.of openness and notoriety necessat:y.foLthe.acquirementoftitle·by . adverse use varies with the character of the land." Tinker v. Bessel 213 Mass. 74, 76 (1912). Here, eight ~tnesses testif~ as to parking within or near the Dispu!edArea by the generaipublicas well as some parking by employees of the Pharinacy~ The·teStimony established,a.tbest, occasional parking by employees during the days,ljDd perhapsIIiore frequent ." ..... . . -_. . . '. -. parking in the evenings;but,not{or the requisite twenty~year.pepod: ,The loeation of the parking .was sometjmesdefined,-whe,nthe witness referenced the strippe4 spaces on the Coyote Parcel, but was more. often vague, when witnesses spoke of parking ·''inthe middle" of the paved area,OI within the "center part," referring to the general boundary area between the properties. Severiu ··,'· of the witnesses agreed that they saw someclistomers parking within the Disputed Area, but it . was not possible to tell whether those. customers were alsopatroilizing the businesses on the "_~",' .'---' . . :.;~: "-:"!.:: ""::': ".' '" .. ~:.. .:~; ~~ ;.:;i: ;,:: .:-.:;:~~ .. ~:.: ':' " .. ;"::"! :-.;~.:.,~\ ",' ~.~ -:.i • ::.':'-. ,:" _. -• ",;.,:":.' ';': -:. ~ '" ... ' . ~ •• t . - , . ,.'" :. '~:~·-··:"'··:·,~;:~'·':·:>··i ,~.-,: ..... ,,::' ., '-". . .•. .. 10 As !h~ _~0'!':l.finds t;hat~procket'has .lIoclllilp.£,or .~. prc;s~.tive eII$~enHor access or p~lcirlgbunleniDg' ", the Coyote pizeel,<;:oyo~ didnot commitlre$p8SSwhen itreJP.ove4 th~,asphalt on its property and metoda tbain .... . . linkfeilce along the boundary line in July 2010. Accordingly. Plaintiff's count for trespass fails. . 9 . --........ """"-....... ,,--.-~~------_._. -----' I I . I , . . . Coyote Parcel as well as the Pharmacy during their visit. Likewise, these witnesses stated that they, as custom,ers,iwould also parkoneitherthe. Splllcket Parcel or theCoyote,Parcel,includi.;J.g within the Disputed Area, in order to complete several emands in one visit, travelling by foot from oneparceJ:·m'4l!e:~,,-AY"*-tbewi1l'leS8es"Wh€l·~fXlke to the issueof~~1igreedthat ·· there were no signs either cl.il:ecting-Pbarmacy ,c1!Stomers to park on .theCoyote Parcelor > " ":. . prohibiting such parking.., . . . ., While there was. credible testimony that there was parking from time to time by . customersprimarily;and~om'etim-es:'by~i1)yetS"ofthei'harmacy, there 'was 110 direction by . the Phan:i!4cy to its customers or delivery people to use or park within the Disputed Area. To the contrary, there was specific diIc:ction by thePhaI:macy management to its employees to park . . adjaCent to the Pharmacy, n~the rear,presumably to leave the other Spilcesnear the front of the .... building for customets. The Disputed Area was used for parking by Pharmacy customers, Bank . . r' . . . . . • .. customers,and patrons of the other business at the Coyote Parcel and there was nQ way to 'differentiate whoS!l car was parked where. The element of notoriety requires that the adverse acts ''must be knoWn to some who might reasonably lie expected to communicate their knowledge·to the owner·ifhe maintained a · reasoIia.ble degree of supervision over his premises." Lawrence v. Town of Concord...439 Mass. '.. 416,420 (2003) (quoting2 AMERIGAN.LA W OF PROPERTY § 856 (Casner ed. 1952». Here, . parking in the Disputed Area is not sufficientL)C.fi:equent.at-abvi.QUS,to put the lGdo~ of the . COyote Parcel on notice that an adverse 'use was being made afhis property becaUse the ··landowner would not be able to discern, based on viewing cars parked within the Disputed Area,. · which businesses the owners of those vehicles patronize<i See Boston Seaman's Friend Society .. Inc. v. RilkinMapagement Inc .• 19 Mass;App.Ct..248,251 .fu.2(19.85).While:thisisless true ..• dUring the evening hours, wh~ the Bank was closed,. evening use,was.notproven for: the.·: · requisite prescriptive period.. Also,.there were other businesses on .the Coyote Parcel which ., · could haYe:bee;n~ destinationof,the people who parked Within the Disputed Mea in,the .. '. ; .',.- evening .. ,".: .:. ", :. :., ",,:., '-.. :-' -.'~. -:' ; ....... When a partyjs.taskedwlth'P!oving prescriptive rights, speciticityoflo<;atiQllis. an;,. · eleII1eI1t!of!he;p~fnec~ 8\ld..itwasl;w~ intthisc;as6;'c See'Boothrayd~"Bog8rtz; ,6.8 ,:., .!.:;;" . Mass. App; QAO'(.2q97);:Th~ witnesses;credibJe,testi!nonyJacks ~ifi¢it)'ias,towhe.(e;'i !ti;,"~-'·:<·."2ii . customers ;ind employees of the Pha:rmac;y would park.on the CqyoteParceLGeneral.$.tements ..... _. ".' . -.. " ....... ,':~ . 10 . I ! I I ! , . regarding observations of employees and customers parking "in the middle" or in "the center' · part" Withoutmoreare.insuf'ficient to 'meet the standard of proof necessary to .can:yPlaintiff's·' ·C .••... · burden ...... ,:; '." ,-.',; . '" -", ',""',": '::."\'.,-,-'c •• ' • (;", ':-.-::.: ", , ••.•. ,. ,...... ':-n',';- .' Lastly;.Spit-OOket,urgos .that'j{,w}hcrever.there·hag been the use of an easement fortw~ty . . . .. . . . . years unexplained, itwillbepresuined to be under, claim of right and .advetse,andwill~ . , · sufficient to establish title by prescription and to authorize' the presumption of a grant uniess . .' controlled or explained." Stone v.Perkins, 59 Mass. App. Ct. 265, 266 (2003) (citations omitted), Defendant£oyote, howevet;-argues'tbat suehuse can be explained'as neighborly accomodation between abutting commerciallaDdowners. In Houghton v. JohnsOn. the Appeals . . '. Court addressed the concept of ''neighborly accomodatian" stating that the lower court judge, when using such phrase to negate the adversity element, was not applying a new principle of law, but rather-determining whether alleged adverse.use was notorious. n Mass. App. Ct. 825, 842 .. (2008). In order for an easement to be adverse, the Appeals Court contihUcd; the intention to claim a piece ofland as of right must be ''manifest by acts of clear and unequivocal charaCter that '. · notice tp the . owner of the claim inight be reasonably inferred" and neighborly accomodation negates such notoriety. ~ (quoting JONES, EAsEMENTs, § 289, at 238 (1898) (internal quotation marks omitted) .•. Here, neighborly accomodation was cOnsistent Withthe relationshiop' between the owners or the abutting properties. Such accomodationwas.reasonable gillenthe,fact that the two properties were largely connected by pavement from at least 1974 or 1975 to 2010,11 allowing customers to patronize more than one business without moving their vehicles, and that employees of the two majorconimercial entities (thePharmaq and the Bank) ftequented each other's businesses. The testimony of witnesses proferred by bOth parties sup~rts an inference . that, to the exientthe owners.ofthe Coyote Parcel knew or should baveknoWnof parking on their land by, Pharmacy customers or employees {who were not also frequenting a b1.!Siness oil the Coyote Parcel), it was'mutuallyunderslGod by th~ abutting landowners that such parking wail permissive and no{ adverse . . For the reasons expressed above, this c()urt concludes .that Sprocket-has failed to establish prescriptive easementsburdenilig thii .CoYote!Parcel for <IcC:ess ;andpimcing,and;coriseqUentlYiis·. ,' ..•. ;,: • unsucqessfuliltitslappea:kofifue:aoard.'k>Decisiori;~'oCorlsiStent Wil1Hhe'se fuidings'!1i:iil&inent WitF. . <,. -; l~ . . -.' , -'. , ' -' '. . . " . '.' . --..,.....;.,_. """,,,,-,-,"~' '-' '_ ... ""-..,......--'".: •...... .;,.-~ >-,;~~.:.:: .. \ .... -., . "~" !~.". :.!: .. <.' ~1~1IUIIl! fact number 7and 9 .. : ;--, .' 11 --_ .. _-_._-_ .•. _ .. __ .. _---.. _ .. __ . --------.......... -._---- ! enter establishing that Coyote holds title to the Disputed Area free of any such claimed right, title and interestof~procket and those.holding by, through;:.~runderit,and affirming the Board's '-. ,,' Decision. il . . .... Dated: March 23, 2.012 ... ,.' ' .. : •. , .•... , ....... ':", :.: " '.' .. :. . .... , .. ' . ..... :. ..•... '. " : .. ,. . .... ,',' . '.':' ...... t.:, .' "~ .. '0, "", -.'.: ."',' ." 0. -. ,", .'j , ' .. ' ... .\ , .. ". . ." >'y. '.',:'~ .. . -~.-.•. -.... ,.~ ... --. .;.-.:_,--; ..• ,":"'~,.-~ .. -.. ~-"'~~'" '. . "Ibis Co~ft'aerues .the~iiIiiCii:iliml':~by.~iBOai'illitid{!O 're', "~~r.B~W·s' ~e,: t(i. ~I:" . . COmplaint and ClOtmtereuum;:ne£Coyote'B'ADsWer·t6 I'ljs·c6I1ipi~iri\ liiidl'tinterolaws',,:.!ii.regatd to ·tliiis~·o· ( , ",.;;~. .. counterel.ws pertaining io slander of title, interference with a business relationship.and yjo/!ltion. of G. L. c. 93~ .!',,:, ~ . this court does !lOt Juive subject matter jurisdiction to hear those claims. ," 12 [ i . f·· , I j I i ! t· I --_ .. __ ........ , .. _--... _ ... _._-_ .. _ ........... _-_ ........... -... --' ----'._ ... I , 1 i ,,:(SEAl)l , ; i i .. I ' ! I t I , ! COMMONWEALTH OF MASSACHUSETTS .,' " ,LAND couRt · -, ." '::. . .• ". c.. " • _, • , . DEPARTMENT OF THE TRIAL COURT · "", ........ -.", . -.. " HAMPDEN,ss. , (KFS) SPROCKET REALTY, LLC, ,'Plaintiff v. WENDY'S INTERNATIONAL. INC., ' COY01E REALTY, LLC, andDOUREEN .' 'PROUTY, JAMES MARMO, and GARY ", SUFFRlTI, as MEMBERS OF THE ' ZONING BOARD OF THE TOWN OF ,AGAWAM, , Defendants "10 MISC, 441562 JUDGMENT .,': Plaintiff, Sprocket Realty, LLC (Sprocket), filed this appeal pursuant to G.L.c.' : 4OA, § 17, on October 13, 2010; appealing from a decision (Decision) of the Town of Agawam Zoning Board (Boilrdl. The Decision m-anted a special permit-to Wendy's 'International (Wendy's), allowing it to operate a re$unint with drive-through serVice y,oindows at 1340 Springfield Street, Agawam, on property oWned by Coyote Realty, LLC (Coyote). Plaintiff's challenge to the Pll9ision is based solely uponPlaintifI's claim that ' it has prescriptive rights of access ,andparklng..on.and over a portion.ofthe Coy01e-- property. The complaint also seeks to estabiish prescriptive easements. ' Defendant Board members filed an answer on November 5; 2010, asserting various affirmative defenses and a counterc1aimpmsUarit to G. L. c:231, § 6F. Bo$ Coyote and Wendy's filed Answers that inclUde several affirmative defenses with" Coyote's Answer including counterclaims regarding slander of title, interference with ii, business relationship, and violation of G. 1. c. 93A, in addition to a claim, under G. L. c. ' 231, § 6F.1 " , ", , A two-day trial was'held on September 26 and 27, 2011, With the first day of trial ' held ai: Westfield District Court and the second day held in Boston. A decisiori'oftoday's " date in Defendants' favor has issued. In accordanCe with that decision, it is hereby ADJUDGED and ORDERED that Plaintiff Sprocket Realty, LLC does not have prescriptive easements .for accessor parking' on and over any portion of the Coyote , Realty PrOperty, known as and numbered. 1340 Springfield. S~et,:Agawam.and.that L. ___ .. ~, __ ,_. ______ -_ ------,------,----'---, .. --.. _-' ---- I .. ! . ' Coyotes holds its title to the property at 1340 Springfield .Street free of any easement or . other right of Plaintiff or those holding by, through, or under Plaintiff; It is further ' '. ADJUDGED and ORDERED that Defendant Coyote did not commit trespass as . a result of removing asphalt from the portion of its property.over which Plaintiff claimed easement righis;'it kfurther '" . '. """' . ADJUDGED and ORDERED that the Agawam's Zoning Board Decision No. .. 1869. granting Wendy's International a special permit to operate a restaurant with drive- through service windows at .1340 Springfield Street, Agawam, on property owned by .. Coyote Realty, LLC, is affirmed. It is furthe~, '.. . ADJUDGED and ORDERED thatthe cOuhterclaims asserted by the Zoning Board and Coyote Realty, LLC are beyond the jurisdiction of this. court and are dismiSsed without prejudice.2 '" " . '. ' .. ,.., . .•.... ... '.... . ....,. . .' .,~. So ordered. By the court (Scheier, CJ.) Attest: '-.-: . Dated: March 23,2017 . ' .... I'~·· .. ' " .' . DeborahJ. Patterson Recorder .'" TRJeOOpv;' ". '.~~' "TTE8~ . "., "J>,,1oN)."S~ RECORD&R . " '-. ',. 'BoththeZoningB~~andCoyote as,~'counts underGo L.c.l31,§~, which, underihe . . statute do not.ripen until judgment enters.· ., . . _._ .......... _--•••• --'--.--.• --•••• ~-----,--.-.---_____ ._. __ ._,. __ ._,,·_. ____ ._---'_ •••• c_ i I r I . .1 ! , . New Wendy's moving forward despite lawsuit· By Gregory A. Sd~· Turley Publications Corrl!spontieill AGAWAM -ThepropOBed Wendy's at 1340 Springfield St will move fOlWard arid Coyote Realty owner James LefebJve said the restaurant will Ilopefidlyope!l sometime in Aptil. . .. . . LerebIVe said Monday the lawsuit filed by Sprocket R;alty~~~~ of .pb!ppsL~ Store bas nO mern lflid Jitwyeri; for lhe toWn, Wendy's, aridCoyore Realty all "81= .. "It's not very often you get five laWyers together and they all think the same thing," said LefebIVe. Sprocket Realty contends there is a "per- ,sj)ective easement" on the property and Coyote Realty and Wendy's violated that easement when they funeedoff their)JlVpCrty and cut up the parlting 100shaned by Phipps arid the previously strip mall on the Coyote property. While Sprocket is opposed to the entire Project propoSed by Wendy's, it only filed • lawsuit "against the town~ effectively the Zoning Board of Appeals, Wendy's, and Coyote. The lawsuit is specific to the .ZBA decision, which allows a drive-thru window on the properly through a special pennit The ZBA is the pennining authority on all drive-thm window proposals in town. It unanimously granted Wendy's the right to have the drive-tbru window at the end of September. The appeal was filed in October. Sprocket, however, did nol file an appeal of the site plan approval granted by the Planning Board in September. 10 November, construction ceased on the . property while lawyers worked on the case. Last week. Lefebrve and Wendy'~ decided it was worth the risk to move forward with . building the restaurant. "1 see DO reason to delay this project," said Lefebrve. ''\lk hope to have it done someIime in mid·April, but that is all weather pennitting." Because the appeal is still· active arid has yet to be heard in land court, Wendy's is technically building at their own risk if a judge decides in favor of Sprocket Realty. A court dale for the case bas yet to he set LefebIVe has been working on rmding a new tenant for the property for almost two years since the small strip mall previously on the property had closed down. The properly was nearly filled by a bank and building of small offices, but the project "fell through. Wendy's has been in the works for more than a year. The project received the unanimous support of all town departments, including the engineering department which had no issues with the proposal. , . . ' ,.ge6 , .,ftI!1Z9,!'{Jl0 Traffic may be of concern in .Wendy's plans By Gregory A. Scibelli TurleyPublications Correspondent AGAWAM -Mayor Richard Cohen con- firmed this week that Wendy's International Inc. is currently going through the permitting process to place a fast food restaurant on 'a vacant site on Springfield Street. Actually, news of the neW fast food restaurant coming to town was given exclusively to Den One Wehelos Cub Scout Pack 77 last week. during their tour of town halL The property was vacated several months ago and the building demolished. Cohen said he was very happy that the properly is being put to use again, "These businesses are all good . for the economy." he said. "We're glad that they are moving into the area." The property is zoned for business and Cohen said as long as Wendy's passes through all the proper permiuing process- es, including bujlding, zoning, and conser- vation. they will able to place the business at 1340 Springfield St., between Phipps Liquor and Stop & Shop in Feeding Hills. The site was ,'previously used by . several businesses in a "strip mall"set-up~ Director of Planning and Conservation Deborah Dachos · said the vacant site was supposed to be the location for a new '-____ -.b~r',:a:n~:~c:h~ of Allied Bank but the property available to Wendy's after those were withdrawn. . Turley Publications photo by Gregory A.Scibelli Traffic may be a conCern to town officials as Wendy's goes through the permitting process to build on an empty site at 1340 Springfield St., next to Stop & Shop. The site was previously a strip mall for a few small businesses. So far, Cohen said he has not received any complaints but is aware of the concern of the increased traffic in the area, especial- ly when 'that section of Springfield Street becomes congested during the rush hours. ''That is what the permitting process will do for them," said Cohen. "They will look at traffic and curb cuts and do what they can to make the most minimal impact on the people." One o( Cohen's goals after winning back the mayor's seat was to encourage· more busillesses· to come into· Agawam. Since taking office again in ~anuary" Home Sow-ce Warehouse, 11mburger's, and Salon 322 have all ope~ their doors. McDonald's is constructing a new build- ing next door to meir current site, and if it passes through the permitting process, Wendy's will be thene~t business to open its doors. "We are very pleased to see the new growtb coming into Agawam," said Cohen. "But we are also making sure that these businesses are going through the proper processes and permitting It< well:" The revenue created from the business will also help the tax base. Cohen said businesses are taxed at about twice what residents pay per $1,000 of property value. The current value of 1340 SpriiIgfield SI. is $273,700 and will increase if Wendy's is built. Most Wendy's are created with grassy areas and attractive landscaping. Conversation approval is not expected to be difficult for the new Wendy's because approval was previously given to Allied Bank before their plans fell through: However, Wendy's will need to get a spe- cial permit through the board of appeals to place·a 'drive-thru' window on the proper- ty. Cohen said the step is required by town ordinance. 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Wendy's Restaurant 1340 -..1gf\IId SIrwt ......... = ..... tt. Prr!dFor Wendy's International. Inc. ;, c:.tIoIe Road, ... 2l1li _tlad, .. ' 118 01_ J.R.RUSSO I'ETAL FLASHINS BEHIND LIGHT BAND - PAINT FEX-l LI6HT BAND BRICK V8ffR --- ~tiSPL:ru.:IT<-,F.:cAGB)=_ "''''"-'' ""1" FEX-Il PAINTID AZEJ( PAIti. ~ I2'O.C.) FEX-1-==-=========~E~~ 16" HlrI: x 6' [ffi" x '1" HI6H ~Hl4·x4"~. 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TffiIAL5 TO II6RE A GCt'A.ElB.-Y I'EAnER-TIGHT SEAL LcXATIct6 a' SFEClAL IN11:!<E5T HHICH PmJIRE 5EAJ.ANT 1l>I:::lLff, BJT ARE N:7T LlMlTBJ m LIGHT FIXTU<E t'aMfS, IJOCR AND ~INUa"I FRAi"E5, SERIES II FA!:GIA BX6, SIGN!'6E i"UtITS, CCK:iUIT PEN:1RATIct6,~, B..ECTRICAL CIJTlET5, Ha£ BI65, AND IITILITY SERVICE ~. 60' HIGH MINIMA-! r:ff,AL W' HI6H MINIMA-! SAFE r:ff,AL IReI< PAILINS (PAINT (PAINT 'l'aln1) (PAINT 'l'aln1) SAFETY RAJ) --~- PAINTID I'ETAL -----TRIM Of' -PAII'If FEX-/3 snx;co GRID i'IALL~ 24' o.c. -PAINT ' FEX~ QRVRJ I'ET AL TRIM Of'- PAINT FEX-IO Plft IXl'llff'OJT5 U<IJERGRCUID TO SITE ~INAGE PAINTID AZEJ( PAIti. (~~IJ 12" O.C,) LEFT SIDE ELEVATION SCAL5 !4" 0 1'-0' ANY 1Tt:M5 M::UITID GN Tef' a' 1lIE PAFW'ET ARE TO BE !Xl' IN A All BED a' 5EAJ.ANT. 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NOTE, J\.I\ NO LI6HT BAND Al..CNS TIllS PORT~ a' i'IALL ----- 2 1J 2010 PAINTID AZEJ( PAIti. ~ 12'0.0.- PAINT FEX-1 aJ5TOM LIGHT FIXTlRE s:E DErAIL GI1D 45HEEf 13 --I--aLTIJ<BJ 5TaE cct.LH>/ -51EX-1 .-';(A~tJ ,l?esign +, 841rdstowrl-Eastero Building 1H-IJ Bardstown Rei. SlIlte 200 Louisville. KentLJckv 4020" (~(l2) 4~4_50'1 (502) ~4-"'11 {In: »1--+-+-+-+-+--1- ~I--+--+-+-+-+--I- i'fWr'5 SmE AWi4!b ClTY,STATE i'fWr'5 5TOI<E No. STAIVARD aJll.DINS 'ElRUISlI.tWifA5CIA SEAL A..AN No. Ra. "XJ()f" I I I I I t I I I I: I' I: .' I I I " , I I' I CONLEY ASSOCIATES T~FRC'MPACTSTUDY 1340 SPRINGFIELD STREET WENDY'S INTERNATIONAL, INC. AGAWAM, MASSACHUSETTS Qt:r~E' l\lED ~ ":1 ~w ... 'tt .......... -~ AUGUST 201.0 AUi':: 111 'L010 Pt)\.~NiI ~,~ BOl\t1O 40 Warren St #346, 3ed Floor, Boston, MA 02129 (617) 742-5111 349 Lakewood Drive, Killington, VT 05751 (802) 345-2321 www.ConleyAssociates.com I I I I I I I I I I I' I I I I I· I I I· CONLEY ASSOCIATES Introduction Conley Associates, Inc. has assessed the traffic impacts associated with the development of 1340 Springfield Street (State Highway 147) which is located on the north side of the street west of the Stop & Shop Plaza in Agawam, Massachusetts. The proposed development consists of a 3,200 square foot Wendy's restaurant. The analysis conducted for this Traffic Impact Study (TIS) concentrates on the weekday PM peak period (4:00 PM to 6:00 PM) and the Saturday midday peak period (11 :30 AM to 1:30 PM). The study area intersections include Springfield Street at Westfield Street (Route 187), Springfield Street at the Stop and Shop Plaza Site and the Junior High School Site Drives, and Springfield Street at Mill Street. Existing Conditions The existing transportation conditions in the study area were assessed in July 20 I O. Conley Associates, Inc. conducted a field visit to inventory the existing roadway geometry, existing traffic volume data was collected at the study area intersections, and seasonal variations in traffic volume data were researched. Roadway Geometry The study area extends along Springfield Street between Westfield Street to the west and Mill Street to the east. Springfield Street runs east west through the study area and generally consists of one lane in each direction separated by a double yellow centerline, except at signalized intersections where the roadway widens to accommodate turning lanes. None of the study area intersections were found to have deficient sight distances as per AASHTO Sight Distance Standards. The intersection of Springfield Street at Westfield Street is a four way signalized intersection. The westbound approach consists of one all purpose lane. The eastbound. approach (Southwick Street) consists of a shared left and through lane and a separate right turn lane. The northbound and southbound approaches each consist of a left turn lane and a shared through and right turn lane. Pedestrians are accommodated at the intersection via sidewalks connected by crosswalks and pedestrian signals on each leg of the intersection. The intersection of Springfield Street at the Stop & Shop Drive and the Junior High School Drive is a four way signalized intersection. The eastbound and westbound Springfield Street approaches each consist of separate left, through, and right turn lanes. The Stop & Shop Drive consists of a shared left and through lane with a separate right turn lane. The Junior High School Drive consists of one all purpose lane. There are sidewalk on the north and south side of the intersection as well as a sidewalk on the west side of the Junior High School Drive and the east side of the Stop & Shop Drive. Crosswalks and pedestrian signal heads exist on the west side and north side of the intersection. 40 Warren Street, #346, 3rd Floor, Boston, MA 02129 (617) 742-5111 349 Lakewood Drive, Killington, VT 05751 (802) 345-2321 www.ConleyAssociates.com I I I I I I I I I I I I I I I I I I I CONLEY ASSOCIATES -August 20 I 0--2- Wendy's International, Inc. Agawam, Massachusetts The intersection of Springfield Street at Mill Street is a four way signalized intersection with Springfield Street approaching from the north and west, Mill Street approaching from the east, and the Sacred Heart Dri ve approaching from the south. The southbound approach consists of two lanes; a shared left and through lane and a channelized right merge lane separated by a raised median that is not under signal control. The eastbound approach consists of a left tum lane and a shared through and right turn lane. The westbound approach consists of one all purpose lane and the northbound approach consists of two undesignated lanes. There are sidewalks and a crosswalk on the north side of the intersection and sidewalks without a crosswalk connection on the south side of the intersection. Traffic Volume Data Conley Associates, Inc. collected traffic volume data on Wednesday, July 28, 2010, Thursday, July 29,2010, and Saturday, July 31, 2010. An Automatic Traffic Recorder ATR) collected traffic volume data on Springfield Street in front 0 t e propose site. The ATR collected traffic volume data for a 24 hour period on July 28, 2010 and determined the weekday Average Daily Traffic CADT) on Springfield Street was approximately 13.375 vehicles with 7,010 vehicles traveling westbound and 6,365 vehicles traveling eastbound. Turning Movement Cmlllts (TMCs) were conducted at the study area intersections during the peak periods on July 28,2010 and July 31, 2010. The data indicates that the weekday PM peak hour occurred from 4:15 PM to 5:15 PM when there were approximately 940 vehicles passinll the proposed site. I he data shows the Saturday midday peak hour occurred from 11 :45 AM to 12:45 PM when approximately 1,075 vehicles passed the proposed site. - Seasonal Adjustment As stated previously, the traffic counts were conducted in July. Traffic counts have not been collected during the school year. However, typically the peak hour of a junior high school is earlier during the day than the commuter weekday PM peak hour. In fact, junior high schools typically do not generate much traffic during the commuter weekday PM peak period. Therefore, although the traffic counts were conducted during the summer months, it is unlikely the study area will experience a significant increase in traffic volumes during the school year during either of the peak hours that were studied. The traffic volumes collected were evaluated to determine monthly variations in traffic volumes. Conley Associates, Inc. researched traffic volume data from MassHighway permanent count stations within the area to determine an appropriate seasonal traffic volume adjustment. Continuous counting data were taken from closest permanent count stations; No. 2797 located on Interstate 91 north of Route 5 and No. 280 located on Route 5 at the Holyoke city line, both located in West Springfield. The data indicates that July traffic volumes are approximately two percent higher than the average month traffic volumes. Therefore, the traffic volumes collected were not adjusted for seasonality as they represent higher than average traffic volumes. The MassHighway seasonal traffic volume data can be found in the Appendix. I I I I I I I I . I I I I I I I I · I I I I I 1 1 I 1 1 I I 1 1 1 1 I 1 1- 1 I I CONLEY ASSOCIATES -August 2010--3- Wendy's International, Inc. Agawam, Massachusetts Existing Traffic Volumes The weekday PM and Saturday midday peak hour traffic volumes at the study area intersections were balanced to determine the 2010 Existing Condition peak hour traffic volumes. The 2010 Existing weekday PM and Saturday midday peak hour traffic volumes can be found in the Appendix. No Build Condition The transportation conditions expected in the study area in 2015 without the development of the proposed project were determined. Background traffic growth was projected and was added to the Existing condition traffic volumes to determine the 2015 No Build condition traffic volumes. Background Traffic Growth Conley Associates, Inc. researched traffic growth rates for the Town of Agawam. Traffic volume growth data were obtained from Station No. 2199 located on Poplar Street north of Shoemaker Lane; Station No . 2804 located on Route 187 south of Springfield Street; Station No. 2814 located on Springfield Street east of Northwood Street; and Station No. 2866 located on Springfield Street east of Royal Lane. Based on the MassHighway traffic volume data, traffic volumes have decreased approximately one percent per year over the past 10 years. However, in order to account for potential developments in the area that may increase traffic volumes along Springfield Street, Conley Associates, Inc. applied an annual average growth rate of one percent per year compounded for five years to the Existing peak hour traffic volumes. The MassHighway annual traffic volume data can be found in the Appendix. No Build Traffic Volumes The Existing peak hour traffic volumes were increased by one percent per year compounded for five years (5.1 percent total) in order to determine the 2015 No Build Condition peak hour traffic volumes. The 2015 No Build weekday AM and weekday PM peak hour traffic volumes can be found in the Appendix. Build Condition As mentioned previously, the proposed development consists ofa 3,200 square foot Wendy's restaurant. The transportation conditions expected in the study area in 2015 with the development of the site were determined. The anticipated traffic generated from the proposed development was calculated and added to the 2015 No Build condition traffic volumes to determine the 2015 Build condition traffic volumes. Trip Generation As per industry standard, Conley Associates, Inc. determined the trip generation of the proposed use based on the Institute of Transportation Engineer's (ITE) manual, Trip Generation, 8th Edition, 2008. Land Use Code (LUC) 934, Fast Food with Drive Through Window was used in I I I I I I- I I I- I I ' I I I I I I I I CONLEY ASSOCIATES -August 2010--4- Wendy's International, Inc. Agawam, Massachusetts order to determine the trip generation of the existing uses. The trip generation of the proposed use is summarized in Table I . Table 1: ITE Trip Generation Summaryl Period In Out Total Weekday Daily 794 794 1,588 Weekday PM Peak Hour 81 77 158 Saturday Midday Peak Hour 56 52 108 1. Trip generation based on Trip Generation. 8'" Edition, published by Institute of Transportation Engineers, 2008. Assumes 3,200 square feet of LUC 934, Fast Food with Drive Through Window. As shown in Table 1 the proposed Wendy's is expected to generate approximately 1,588 vehicle trips during the course of a typical weekday. However, the ITE standards are based on all types of fast food restaurants, including those that offer breakfast. It is unlikely the Wendy's will have as much daily traffic as suggested by ITE as it will not be open for breakfast. During the weekday PM peak hour, the development is expected to generate approximately 158 vehicle trips (81 trips in and 77 trips out). The development is expected to generate approximately 108 vehicle trips (56 trips in and 52 trips out) during the Sarurday midday peak hour. Passby Trips Only a portion of the traffic generated from the development represents new traffic on the roadway system. Primary trips are motorists that will travel through the study area to reach the proposed development and then return from their origination. These trips would constitute as new traffic in the study area as they would not occur without the proposed development. Traffic to and from the proposed development is also expected to include a large percentage of passby trips. Passby trips are motorists already on the area roadways (specifically Springfield Street), that in the future will visit the proposed site, only to then continue along the area roadways in the same direction as was originally traveled and therefore do not constitute new traffic on the area roadways. According to the Institute of Transportation Engineers' publication Trip Generation Handbook, 2001 , Table 5.9, "Pass-By Trips and Diverted Linked Trips" indicates that LUC 834 developments area expected to generate approximately 50 percent of their patrons from passby trips. Table 2 below summarizes the primary and passby trips breakdown for the proposed development. I I I I I I I I I I I I I I I I I I I CONLEY ASSOCIATES -August 2010--5- Wendy's International, Inc. Agawam, Massachusetts Table 2: Trip Generation Breakdown Weekday PM Peak Hour Primary Passby· Total In 43 38 81 Out 39 38 77 Total 82 76 158 Saturday Midday Peak Hour Primary Passby Total In 30 . 26 56 Out 26 26 52 Total 56 52 108 I. Passby rates based on Trip GeneratIon Handbook, pubhshed by InstItute of Transport alton Engmeers, Table 5.9, "Pass-By Trips and Diverted Linked Trips". As shown in Table 2, during the weekday PM peak hour, the development is expected to generate approximately 82 primary vehicle trips (43 trips in and 39 trips out) with the remaining 76 trips (38 trips in and 38 trips out) being passby trips. The development is expected to generate approximately 56 primary vehicle trips (30 trips in and 26 trips out) and generate 52 passby trips (26 trips in and 26 trips out) during the Saturday midday peak hour. Trip Distribution The trip generation generated by the development was distributed through the study area based on existing traffic patterns and engineering judgment. Table 3 summarizes the trip distribution expected for the site generated trips. Table 3: Trip Distribution Direction Percentage North on Westfield Street 15 West of Westfield Street on Southwick Street 25 South on Westfield Street 10 East on Mill Street 25 Northeast on Springfield Street 25 As shown in Table 3, approximately 50 percent of the site trips are expected to be oriented to and from points west along Springfield Street. The remaining 50 percent of the site trips are expected to be oriented to and from points east along Springfield Street. Build Traffic Volumes The expected net trip generation increase associated with proposed redevelopment was added to the 2015 No Build peak hour traffic volumes to determine the 2015 Build condition peak hour traffic volwnes. The 20 IS Build weekday AM and weekday PM peak hour traffic volwnes can be found in the Appendix. I I 1 1 1 I I 1 I I 1 I ' 1 I I 1 CONLEY ASSOCIATES -August 2010--6- Wendy's International, Inc. Agawam, Massachusetts Traffic Operations Analysis The traffic operations of the study area intersections were detennined. Analysis was based on methodologies outlined in the Highway Capacity Manual (HCM). Level of Service (LOS) and delays were calculated and are summarized below. Level of Service Level of service (LOS) is a calculation of control delay for an intersection. LOS is an indication of driver discomfort, frustration, fuel consumption, and lost time. LOS is defined by an index from A (free flow) to F (long delays). LOS control delay values are given in Table 4. Signalized intersection analysis is based upon the capacity of each lane group and the correlating control delay associated with the intersection. Capacity is a measurement of the ability of an intersection design to accommodate all movements within the intersection. Delay is the measure of the user quality of service. Capacity is a function of physical geometry and signalization conditions. For unsignalized intersections, delay values apply only to the controlled movements, since the main street movements are not restricted. Control delay is the elapsed time for deceleration, queue time, stopped delay, and final acceleration. Average control delay for unsignalized intersections is a function of the capacity of the approach and the degree of saturation. Table 4: Level of Service Criteria Average Delay (seconds) Level of Service U nsignalized Intersections Signalized Intersections A ::; 10 ::;10 B > 10 and ::;15 >10 and::; 20 C >15 and::; 25 >20 and ::; 35 D >25 and::; 35 > 35 and ::; 55 E >35 and::; 50 >55 and::; 80 F >50 >80 Source: 2000 HIghway CapacIty Manual Synchro 6 software was used as the analysis tool for detennining the unsignalized LOS at the study area intersections. Synchro implements the methods of the 2000 Highway Capacity Manual to analyze intersection capacity and determine Level of Service. Intersection Operations Analysis The level of service procedures described above was used to determine peak hour operating levels of service at the study area intersections. Table 5 shows the LOS and average delay per vehicle at the study area intersections. I I I I I I I I I I I I ' I I I I I I I CONLEY ASSOCIATES -August 2010--7- Wendy's International, Inc. Agawam, Massachusetts Table 5: Intersection LOS Summary Location/Peak Hour Existing No Build Build LOSI I Delay2 LOS I Delay LOS I Delay Springfield Street at Westfield Street Weekday PM Peak Hour C i 32.4 D 36.3 D 38.0 Saturday Midday Peak Hour C I 27.6 C 29.8 C 30.4 Springfield Street at the Stop & Shop and the Junior High School Site Drives Weekday PM Peak Hour B 19.7 B 19.8 C 20.1 Saturday Midday Peak Hour C 21.9 C 22.9 C 23.5 Springfield Street at Mill Street Weekday PM Peak Hour B 18.3 B 18.6 B 18.7 Saturday Midday Peak Hour B 16.9 B 17.1 B 17.3 Springfield Street at Site Driveway (Southbound Approach) Weekday PM Peak Hour N/A N/A N/A N/A C 18.7 Saturday Midday Peak Hour N/A N/A N/A N/A C 21.3 I. LOS -Level of ServIce. 2. Delay is measured in seconds per vehicle. As shown in Table 5, the study area intersections are currently operating at LOS C or better during both peak hours. In the 2015 No Build condition, the signalized intersections are expected to operate to LOS C or better during the peak hours with the exception of the Springfield Street at Westfield Street intersection during the weekday PM peak hour which is expected to degrade to LOS D. The proposed development is not expected to have a perceivable impact on the traffic operations as there is expected to be less than two seconds of additional delay per vehicle through the study area intersections. The Site Driveway approach to Springfield Street is expected to operate at LOS C with approximately 20 seconds of delay during both peak hours. Conclusion .'.~ Conley Associates, Inc. has analyzed the traffic impacts of the development of the proposed Wendy's restaurant on Springfield Street in Agawam, Massachusetts. The proposed 3,200 square foot development is expected to generate approximately 82 primary vehicle trips (43 trips in and 39 trips out) and 76 passby trips (38 trips in and 38 trips out) during the weekday PM peak hour. The development is expected to generate approximately 56 primary vehicle trips (30 trips in and 26 trips out) and 52 passby trips (26 trips in and 26 trips out) during the Saturday midday peak hour. The intersection operations analysis shows the study area intersections are currently operating at acceptable Levels of Service and will continue to operate at acceptable Levels of Service. The proposed development is not expected to cause a degradation in LOS at any of the study area intersections. Z:IProjeclS\I 419 Wendy'S AgawamIDocsll419 report 2010-08-Ol.doc I ~ I Springfield Street@ #1340 (Vacant Lot) PRECISION just west of Stop & Shop West Driveway 0 A T A INOUSTRIES,LLC I City, State: Agawam, MA P.O.8D~ 301 Btrlin,MA 01 503 Client: Conley Associatesi B. Beisel Office:sn8.481.Jm fax; S<lB.S4S.12J4 102274 A VOLUME Email:d,}ta~uem@pdilk.<:om Site Code: TBA I Stan WB EB Combined 29-Jul-10 .T.!!!'L& ._ .. A.M. P.M. A.M. P.M. AM. P.M. Th, 12:00 12 134 6 133 18 267 12:15 9 126 8 104 17 230 I 12:30 10 110 8 104 18 214 12:45 7 38 122 492 6 28 120 461 13 66 242 953 01 :00 4 114 6 104 10 218 01 :15 5 114 10 105 15 219 01:30 5 120 8 110 13 230 I 01 :45 5 19 110 458 2 26 96 415 7 45 206 873 02:00 7 130 4 104 11 234 02:15 6 123 6 104 12 227 02:30 3 112 2 110 5 222 I 02:45 3 19 112 477 4 16 111 429 7 35 223 906 03:00 8 148 0 120 8 268 03:15 4 139 3 128 7 267 03:30 6 137 7 94 13 231 I 03:45 1 19 129 553 2 12 113 455 3 31 242 1008 04:00 5 151 8 100 13 251 04:15 10 136 4 132 14 268 04:30 9 166 6 128 15 294 I 04 :45 12 36 159 612 7 25 138 498 19 61 297 1110 05:00 8 186 8 120 16 306 05:15 16 167 16 124 32 291 05:30 22 156 18 96 40 252 05:45 28 74 140 649 32 74 119 459 60 148 259 1108 I 06:00 19 137 36 104 55 241 06:15 30 122 38 96 68 218 06:30 36 110 41 110 77 220 06:45 46 131 103 472 43 158 95 405 89 289 198 877 I 07:00 46 96 56 86 102 182 07 :15 47 74 84 66 131 140 07:30 76 94 94 90 170 184 07:45 62 231 104 368 97 331 70 312 159 562 174 680 I 08 :00 66 120 84 87 150 207 08 :15 81 114 93 76 174 190 08 :30 90 72 102 59 192 131 08:45 92 329 96 402 102 381 63 285 194 710 159 687 09 :00 100 62 97 72 197 134 I 09 :1 5 100 54 99 45 199 99 09:30 85 54 100 44 185 98 09:45 106 391 48 218 106 402 32 193 212 793 80 411 10:00 84 38 94 34 178 72 I 10:15 100 34 102 26 202 60 10:30 97 30 105 20 202 50 10:45 84 365 25 127 104 405 12 92 188 770 37 219 11 :00 116 28 100 16 216 44 I 11 : 15 106 24 110 20 216 44 11 :30 110 13 102 16 212 29 ~JH9, 121 453 12 77 122 434 16 68 243 887 28 145 Total 2105 4905 2292 4072 4397 8977 I Percent 47,9% 54,6% 52,1% 45.4% Day Tatal 7010 6364 13374 I Peak 11 :00 04 :30 11 :00 04:15 11:00 04:30 VaL 453 678 434 518 887 1188 P,H,F, 0,936 0,911 0,889 0,938 0,913 0,971 I I Page 1 I I I N/S: N&S Westfield Streets (Rte 57/187) E/W: Springfield St/Southwick St(Rte 57) City, State: Agawam, MA I Client: Conley Associates/ B. Beisel : ! North Westfield Street (Route 187) I I I , I I I tartTimc 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total 05:00 PM 05:15 PM 05:30 PM o :45 PM Total Grand Total I Apprch % ; Totalo/t Calli % Cars Heavy Vehicles % Heavy Vehicles From NOrth Ri ht Thru I 7 46 13 66 7 50 19 60 46 222 8 57 9 60 13 43 14 57 44 217 90 439 11.6 56.6 2.1 10.3 89 417 98.9 95 I 22 1.1 5 I '.' I' I North Westfield Sl.rcet (Route 187) From North Lo. 24 ' 36 28 37 125 36 1 32 , 32 2 I 122 I 5.'- 247 \ 31.8 243 98.4 4 1.6 PRECIS ION D A T A INDUSTRIES, LLC P.C.Box301 Beriin.MA 01503 Office: 508.481.1999 ~aJ<! 508.545.1 234 Emai~ datareqllt'SB@lpdilk.com GmUD> Printed-C:lrs -He! Springfield Street From East 1lj.J:lJt l. Thru 15 75 22 60 34 76 27 80 118 291 24 71 25 78 34 77 29 5 112 284 230 575 23 57.6 M IJ~ 228 566 99.1 98.4 2 9 0.9 1.6 Springfield Streel From East I Lo. 18 32 17 22 89 17 . 30 I 25 193 1 19.3 4.5 190 98.4 3 1.6 i Vehicles Soulh Westfield Street (Route 57/1 87) From SOllth Ri ht Thru 20 62 21 59 28 88 26 77 95 286 22 97 22 83 19 65 28 64 91 309 186 595 12.1 38.6 4.4 14 183 582 98.4 97.8 3 13 1.6 2.2 South Westfield Street (Route 571187) From South i Left I 76 1 83 99 1 101 359 I 11 9 101 97 84 401 760 I 49.3 , 17.9 742 1 97.6 18 1 2.4 ,I Start Time i Rlkhl ! Thru Let!: Apt). Tot:!1 I Peak Hour AnalYSIS From 04.00 PM to 05.45 PM -Peak I of J Peak Hour for Entire Intersection Begins at 04:30 PM Rild:1 I Thru I left Ap". TOta! Riehl Thru Left API). lOla! 04:30 PM 1 7 50 28 85 34 76 17 127 I 28 88 99 215 ; 04:45 PM 19 60 37 116 27 80 22 129 1 26 77 10l 204 05:00 PM 8 57 36 101 24 71 17 112 22 97 119 238 05:15 PM 9 60 32 101 25 78 30 lJ3i 22 83 101 Z06 Total Volume 43 227 t33 403 ItO )05 86 501 98 345 420 863 I % ADD. Total 10.7 56.3 33 22 60.9 17.2 , 11.4 40 48.7 , PHF .566 .946 .899 .869 .809 .953 .717 .94Z , .875 .889 .882 .907 Cars 42 ZI3 131 386 108 301 85 494 96 340 413 849 % Cars 97.7 93.8 98.5 95.8 ' 98.2 98.7 98.8 98.6 98.0 98.6 98.3 98.4 I H~avy Vehicles I 14 2 17 1 2 4 I 7 2 5 7 14 % Hea~y Vchic!C$ 2.3 6.2 1.5 4.2 1.8 1.3 1.2 1.4 2.0 1.4 1.7 1.6 I I I I I I File Name: 102274 A Site Code : TBA Start Date Page No : 7/28/2010 : 1 Southwick Street (Route 57) ! From West RiAhiJ Thru L,ft 41 41 7 61 58 6 i 80 59 I ~ I 43 41 225 199 31 I 69 41 10 1 64 54 14 50 52 6 45 62 15 228 209 45 I 453 408 76 48.) 4).5 8.1 10.7 9.6 1.8 428 397 73 i 94.5 97.3 96.1 . 25 II 3 5.5 2.7 3.9 i Southwick Street (Route 57) From West lnt. Tota! I 452 517 576 541 2086 571 572 513 10 2166 4252 4138 97.3 114 2.7 Right ThN I Left A . Total I Illl. Tolll 80 S9 10 149 1 S76 43 41 8 92 541 69 41 10 120 571 64 54 14 132 572 256 195 42 493 2260 51.9 39.6 8.5 .800 .826 .750 .827 981 244 188 41 473 2202 95.3 96.4 97.6 95.9 1 97.4 12 7 I 20 58 4.7 3.6 2.4 4.1 2.6 I I I N/S:N&S Westfield Streets (Rte 57/187) E /W: Springfield St/Southwick St(Rte 57) City, State: Agawam, MA I Client: Conley Associates/ B. Beisel I 1 Nortn Westfield StrcctfROUH: 187) from >l"onh Start Time Ri ht Thm Left A . TOlal I Peak Hour Analysl~ From 04.00 PM 10 05.45 pM Pe::Uc: ( of I Peak Hour for Entire Intersection Begins at 04'30 PM 04:30 PM 7 50 28 85 , 04:45 PM 19 60 37 116 ; ; 05:00 PM 8 57 36 101 05:15 PM 9 60 32 101 Total Volume 43 227 133 403 I 0/0 Aoo. Total 10.7 56.3 33 PHF .566 .946 .899 .869 Cars 42 2 13 131 386 % Cars 97.7 93.8 98.5 95.8 I Heavy Vehicles I 1 14 2 17 % Heavy Vehicles 2.3 6.2 1.5 4.2 I I I I I I I I I I I Ri hI 34 27 24 25 110 22 .809 108 98.2 2 1.8 PRECISION D A T A INDUSTRIES, LLC P.O. Bo:t3D 1 8eriin,MA 01503 Offi(t; 508.48 ; n 99 F~~: SOB54S.1 ~l4 (mail;d,uilr<eql,ll!'stsi'lpdillo;.com File Name Site Code Start Date Page No Springfield Street South Westfield Street (Route Southwick Street (Route 57) 571187) from E.3s1 Thm L,ft A . Tnlai Right 76 17 80 22 71 17 .. 78 .. lO 305 86 60.9 17.2 .953 .717 301 85 98.7 98.8 4 1 1.3 1.2 42 1 127 : 129 : 112 I3J 501 .942 494 98.6 7 104 28 26 22 22 98 11.4 .875 96 98.0 2 Z.O Righi Thru Left .... 1 4 From Sowh Thm Left A . TOIa! Ri hI 88 99 215 I 80 17 101 204 43 97 119 238 69 83 101 206 . 64 345 420 863 : 256 40 48.7 51.9 .889 .882 .907 .800 340 41 3 849 244 98.6 983 98.4 95.3 5 7 14 12 1.4 1.7 1.6 4.7 Peak Hour Data i North peak Hour Begins at 04:30 P eM' He V r Ri ht 96; ; 4:1 I ::;11 Out In Total ucr:;~ ;r1~L. ~i i .... t--2 g ~ From Woa Thru : L,ft A S9 10 41 8 41 10 54 14 195 42 39.6 8.' .826 .750 188 41 96.4 97.6 7 I 3.6 2.4 : 102274 A :TBA : 7/28/2010 : 1 i . Tolal In!. TOLalj 149 S76 92 541 120 5;1 132 Si2 493 2260 .827 .981 473 2202 95.9 97.4 20 i 58 4.1 I 2.6 I I 1 N/S: N&S Westfield Streets (Rte 57/187) E /W: Springfield St/Soutbwick St(Rte 57) City, State: Agawam, MA I Client: Conley Associates/ B. Beisel I , Nortn Westfield Street (Route 187) i From North Stan: Time Right Thru ! Left 11:30AM 8 44 40 ' 11:45 AM 10 54 39 1 Total ! 18 98 79 1 I PRECISION D A T A INDUSTRIES, LLC p,e.BodOI a .. rlin,MA 01503 Office; 508.481 .)g9~ Fu.: 508545.1234 Ern.a;I:dal" • ...,., ... ,..(ljlodillc.com Grouos Printed-Cars -Heaw Vehicles. Spnngfield Street South Westfield Street (Route 57/187) From East From South Right Thnd Left 8~ht ThN Left 34 68 31 23 41 43 37 69 36 35 37 45 71 137 67 : 58 78 881 File Name: 102274 AA Site Code : TBA Start Date : 7/31 /2010 Page No : 1 Southwick Street (Route 57) i From West Right Thru Left Int. Total 48 61 1~ i 453 54 66 491 102 127 21 I 944 12:00 PM 1 12 41 37 31 80 33 ' 27 47 57 1 48 46 14 473 I 12:15PM 1 12 66 39 34 56 24 31 38 53,43 64 8 468 I I I I 12:30 PM 14 53 30 32 81 35 30 49 49 [ 59 68 10 510 ______ 1~2~:4~5~P~M~ __ ~9~ __ ~S8~--~25~--~30~--~59~--~2~8t_~~2~1--~~4~2 __ ~24~5~: __ ~5~1 __ ~~5~3 ____ ~9~' __ ~~4~30~ Total 47 218 131 127 276 120 109 176 204 201 231 41 I 1881 01 :00PM I 16 S5 31 ' 23 52 241 20 43 44 : 01 :15 PM 12 40 30 i 31 73 26 1 24 63 51 I' Grand Total 93 411 271 1 252 538 237 211 360 387 Ap h % ' 12 53 35 2 5 524 23 1 22 376 404 pre 4. 14:5 64 . 10:~ I TotaJ% 2.5 11 .1 7.3 i 6.8 5.7 9.7 Cars 93 407 2671 251 531 235 209 357 375 ! % Cars 100 99 98.5 . 99.6 98.7 99.2 99.1 99.2 96.9 1 Heavy vehicles ! a 4 1~1 1 7 2 2 3 121 % Heavy Vehides 0 1 0.4 1.3 0.8 . 0.9 0.8 3.1 , North \Ne$tfieId Streei (Route 187) I South Westfield Street (Route Springfield Street 57/187) From North From East , From South Start Time R· hi ' ThN Loft ' .T"" Ri ht Thru i Left A . Total R· hi ThN Loft . Total i 56 55 414 4 4 11 .2 402 97.1 12 2.9 32 53 443 471 12 436 98.4 7 1.6 2:3 i 84 1 100 : gl Southw\ck Street (Route 57) From We,t Ri hi Thru Le. .Totaj 405 471 3701 3647 98.5 54 1.5 Int. Total I Peak Hour AnalySIS From 11.30 AM to 01 .1 S PM Peak 1 of 1 Peak Hour for Entire 1ntersection Begins at 11 :45 AM . I 11 :45 AM 10 54 39 103 37 69 36 142 35 37 45 117 54 66 9 129 491 12:00 PM 12 41 37 90 31 80 33 144 27 47 57 131 48 46 14 108 473 12:15 PM 12 66 39 117 . 34 56 24 114 31 38 53 122 i 43 64 8 115 468 12:30 PM 14 53 30 97 32 81 35 148 30 49 49 128 59 68 10 137 510 Total Volume 48 214 145 407 134 286 128 548 123 171 204 498 204 244 41 489 1942 I % Aoe. Total 11 .8 52.6 35.6 24.5 52.2 23.4 24.7 34.3 41 41 .7 49.9 8.4 PHF .857 .811 .929 .870 ' .905 .883 .889 .926 .879 .872 .895 .950 .864 .897 .732 .892 .952 Cars 48 213 142 403 . 133 282 127 542 122 170 197 489 197 240 41 478 ' 1912 % Cars 100 99.5 979 99.0 99.3 98.6 99.2 98.9 99.2 99.4 96.6 98~ I 96.6 98.4 100 97.8 98.5 Heavy Vehicles :, 0 1 3 4 1 4 1 6 1 1 7 7 4 0 11 30 % Heavy Vehicles I a 0.5 2.1 1.0 0.7 1.4 0.8 11 , 0.8 0.6 3.4 1.8 3.4 1.6 a 2.2 1.5 I ' I I I I I I I I ~/S: N&S Westfield Streets (Rte 57/187) E/W: Springfield St/Southwick S,(Rte 57) City, S,ate: Agawam, ,\fA I Client: Conley Associates/ B. Beisel PRECISION D A T A INDU5TRIES.LLC P:D.8ox 301 8erllo,t.\A OlSO} Offict!: SOIl.4!',,3999 Fa,eSOIl.54'i.1234 Email:da(~ ... .1.J~.t~~dllk.com File Name Site Code Start Date Page No : 102274ll .. A :TBA : 7/31/2010 : 1 1 c-------------------------------,---------------------r-~~~"~th-.W.~S~~~~d~S.~~~t~(~Ro~"~~~-,--------------------' ! North Westfield Street (Route 1 B7) Springfield Street 57/187) Southwick Street (Roote 57) --------I Start Time Ri ht Thru Left . Total R ht Peak Hour Analysis From 11 :30 AM to 01:15 PM • Peak' of 1 Peak Hour for Entire Intersection Begins at 11 :45 AM 11:45AM 10 54 39 103 37 12:00 PM 12 41 37 90 31 12:15 PM 12 66 39 117 34 12:30 PM 14 53 30 97 32 : Total Volume 48 214 145 407 , 134 I %ApP. Total 11.8 52.6 35.6 24.5 PHF I .857 .811 .929 .870 i .905 Cars : 46 213 142 403 133 % Cars I 100 99.5 97.9 99.0 99.3 Heavy Vehicles 0 1 3 4 1 % Heavy Vehid9S 0 0.5 2.1 1.0 . 0.7 1 1 1 I 1 1 I ' 1 1 1 I 1 Thru I Lett j • TOlar R ht Thru 69 80 56 81 286 522 .883 262 98.6 4 1.4 36 142 35 37 33 144 27 47 24 114 31 38 35 148 , 30 49 128 546 ' 123 171 2;1.4 24.7 34,;>.. .889 .926 ' .879 .672 127 54~ I 122 170 99.2 96.9 1 99.2 99.4 1 6 1 1 0.8 1.1 0.8 0.6 or1h Westflald Street (Route 167) I o::!..! I'~:I I ,T:::I ~ 4 6 •• Left 4 Peak Hour Data , I North Peak Hour Begins at 11 :45 A ~ Cars I Heavy Vehides ~ 0'" ~ ~ In i ::lll Total Let! A . TOIai R hi i Thru Le. 45 117 1 54 66 9 57 131 48 46 14 53 122 i 43 64 8 49 128 1 59 68 10 204 498 204 244 41 41 41.7 49.9 84 .695 .95 .664 .897 .732 197 489 I 197 240 41 96.6 98~ 1 96.6 98.4 100 7 7 4 0 3.4 1.8 , 3.4 , .6 0 . Total Int. Total 129 491 108 473 115 468 137 510 489 I 1942 .692 .952 476 1912 97.8 98.5 11 30 2.2 I 1.5 1 1 I N/S: Stop & Shop/Junior High School Dr E/W: Springfield Street City, State: Agawam, M.A 1 Client: Conley Associates/ B. Beisel 1 I SlOp & Shop Main Driveway I From NOl1h Start Time R,!~ht Thru L,ft 04:00 PM IS 0 IS 04:IS PM 16 0 15 04:30 PM IS 0 9 04:45 PM 16 0 14 . I Total 62 0 53 , 1 05:00 PM i [4 0 17 1 05'IS PM ; 18 0 [5 05:30 PM I 25 0 15 05:45 PM 17 [ I[ Total I 74 [ 58 1 Grand T Dtal 1 136 [II I' , Apprch % 54.8 0.4 44.8 1 Toml % 6.7 0 5.5 Car> 136 I III % Cars 100 100 100 Heavy Vehicles 0 0 0 1 % Heavy Vehicles , 0 0 0 PRECISION D A T A INDU5TRIES.lLC P.O.6Qx301 Berlln.MA 01 503 Office: 5011.481 .3m F.u: 50a.54S_123~ Email; da:arequI:nS@pdific.rom Groups Printed-Can -Heav Vehicles Springfield Street JunIOr High School Access From East From South Ri ht Thru Left I Ri1l;ht Thru 10 110 0 0 0 4 94 2 2 0 8 107 3 3 I [I 95 7 9 JL 33 406 12 14 I 6 104 2 6 I 2 103 0 2 0 7 108 2 0 0 !O 80 [3 3 0 25 395 17 I [ I 58 801 25 2 6.5 90.2 33 S43 4.3 2.9 39.7 1.4 1.2 0.1 58 789 29 25 2 100 98.l 100 100 100 0 12 ~I 0 0 0 I.S 0 0 Left 2 2 ;1 II i I 0 2 5 8 , 19 41.3 I 0.9 . 19 1 100 ~I File )Jame Site Code Start Date Page No : 102274 C :TBA : 7/28/2010 : 1 Springfield Screel From West Ri.lti1t Thru L,ft InL Total 0 63 24 239 I 88 26 i 250 I 76 37 : 262 5 73 28 i 263 7 300 liS I 1014 4 78 20 253 0 86 22 248 3 73 25 260 6 70 29 ' 245 13 307 96 ; 1006 20 607 211 '020 -2.' n' 25.2 [ 30 10.4 20 593 211 1994 100 97.7 100 ' 98.7 0 14 ~I 26 0 23 1.3 1 '·t;;~~~~f.;~~StioP~&;r.Sh~O~P~M;"~."~D~n~~~W~"~~==:&~r=s=p~rin~~J"[ld~S~~~~ttI~~~t=~~JUJru=O='H~i~gh~St'~hOO~IA~'L'~~'~~J:~~r:s=pn~n~g5fi'[ld~s5~~'~t~~~~~~~ from North From ~ From SOllth From West Stan Time R! I Thru Left A . T0l<11 Rr hi Thru Left A . Tolar I Ri t Thru Left · A . TouJ i Ri I Thru Left A . roUll . In1. TOIal ' Peak Hour Analysis from 04:00 PM to 03:45 PM -Peak I of 1 I ,j Peak Hour for El}lire Intersection Begins at ()4: IS PM 04'15PM i 16 0 15 31 1 04:30PM IS 0 9 24 04:45 PM 16 0 14 30 j 05:00 PM 14 0 17 31 I Total Volume 61 0 55 116 % Ann. Tntal . 526 0 47.4 PHF .953 .000 .809 .935 Cars ) 61 0 55 116 1 % Cars i 100 0 100 100 Heavy Vehicles 0 0 0 0 o o o o I I I I I 4 94 2 8 107 3 11 95 7 6 104 2 29 400 14 6.5 go.] 3.2 .659 .935 .500 29 394 14 100 98.5 100 0 6 0 o 1.5 o [00 I 2 o 2 88 26 liS 250 118 3 1 2 6 I 76 37 114 262 113 9 0 5 14 ' 5 73 28 106 263 112 6 I I 8 ' 4 78 20 [02 253 443 20 2 10 32 II 315 III 437 1028 62.5 6.2 JL2 2.5 72.1 25.4 .939 , .556 .500 .500 .571 .550 .895 .750 .950 .977 437 20 2 10 32 . II 306 III 428 1013 98.6 100 100 100 100 100 97.1 100 97.9 98.5 6 0 0 0 0 0 9 0 9 · IS o o 2.9 o 2.1 I 1.5 [.4 , o o 1 I ~/S: Stop & Shop/Junior High School Dr ~/W: Springfield Street City, State: Agawam, MA I Client: Conley Associates/ B. Beisel PRECISION D A T A IN DUSTRIES,LlC 1',0.30;(30' Betlln,:M 01503 OJfM:1!;': 508.48 1 .3999 fax:508."4S.12J4 Email: datareqlJ~mli'pdil1c.ccm File Name: 102274 C Site Code : TBA Start Date : 7/28/2010 Page No 1 I,. ------------~S~ID~p~&~S~h~op~M~~~'~D~n=v~'w=.=y----~----~Sp=n~·'~,fi~,~Id~S=tr'=,=,-------,---J~"'=io='~H~ig=h~S~'h~oo='~A=~~'="-----r------~Sp=ri~',~fi~"~d~S'=~=,=,------, From North From East From South From West Start Time Ri hI Thru Left Au 10u.1 Ri"ht Thru! Lefl A. . Toul t Ri ht Thnl ' Left A . Tow Ri hI N Left I Pe~k Hour Analysis From 04:{lO PM to 05;45 P\1-Peak I of I Peak Hour for Entire Intersection Begins at 04: I 5 Pl-1 04:15 PM 16 0 15 31 4 04:30 PM 04:45 PM 05:00 PM Total Volume I % ADD. Total PHF Cars % Cars 1 Hmy V,h,d" , % Heavy Vehicles 1 I I I 1 1 I I 1 1 1 15 16 14 61 52.6 .953 61 100 o o 0 0 0 0 0 .000 0 0 o o 9 14 17 55 47.4 .809 55 100 o o tr.~ 24 30 31 116 ~ .935 116 100 0 , o j 8 11 6 29 6.5 .659 29 100 o o '01(1) ',en ~' ~ ~r· li r -cu-l e . ~ ;c:~1~ ! 18~~2 .~~~ ~ : I- ~.~~~~ ::41 h, ... _ '<t1 _ ,0:: 94 107 95 104 400 90.3 .935 394 98.5 6 1.5 1 I I I I I , I I 2 3 7 2 14 3.2 .500 14 100 o o 100 11 8 113 112 443 .939 437 98.6 i Z J 9 6 20 625 .556 20 100 o o Stop & Shop Main Driveway ~H7 61 0 55 - t :1ht n", Left ! 4 . 0 1 0 1 2 6.2 .500 2 100 o o Peak Hour Data • ! , North I Peak. HOOf Begins at 04: 15 P \ ~:Zvy V" ~. ~ T -> , ~ I 2~1 n g ~ L2§J L..>ZJ Out In Total I,k 1 I I I I Z 2 5 1 10 31 2 .500 10 100 o o 4[ 1: I 32 : i .57 1 32 1 100 o 0 1 I I 5 4 11 2.5 .550 II 100 o o 88 76 73 78 315 711 .895 306 97.1 9 2.9 um[~· ~~t :~ ~,I .~~~ :-:;: .... " i-.. ". ~ ,01 0:0 "'g:e. 26 37 28 20 111 25.4 .750 III 100 o o A . Tota! 115 114 106 102 437 .950 428 ; 97.9 2~1 Int. Total 250 262 263 253 1028 .977 1013 98.5 15 1.5 I I I N/S: Stop & Shop/Junior High School Dr E/W: Springfield Street City, State: Agawam, MA I Client: Conley Ass ociates/ B. Beisel I I Stop & Shop Main Driveway I From Nonh , Start Time Ri~h\ ThN Left 11:30 AM 8 0 9 1 [1:45 AM 8 0 17 Total [6 0 26 I I 12:00 PM 15 0 19 18 PRECISION D A T A INDUSTRIES, LLC P.O_So~ !O; Serlin,M,6, 01503 Office; 508.481.J999 ~ oJ"; 508.545.1234 Emaij:dal'fI!qUelts@pdilk.mm Groups Printed-c ~rs -HeavY Vehicles Springfield Street Iunior High School Access From E&S1 From Soulh Rilo(\\\ ThN L,ft R\~t Thm I~ 126 0 0 0 [33 2 I 0 21 259 2 I I 0 Loft 0 I I, File Name Site Code Start Date Page No : 102274 CC :TBA : 7/31/2010 : 1 Springfield Street I From Wesl R\~h.t I ThN Left ! Int. Total 0 95 26 1 277 0 81 46 297 0 176 72 ! 574 [2 122 o ! 0 0 I I 75 42 287 12:15 PM 0 15 6 105 12:30 PM 12 0 29 6 130 I :45 PM 14 0 16 ' 6 100 59 30 o 0 0 0 0 79 48 271 I 0 0 0 0 0 80 54 1 31 I ______ ~~~r_--~----~----~~--~--~~----~t---~0----~0----~0+_--~0--~~6~6----~+_--~2~36~ o 0 300 177 1105 Total 0 79 . 457 I 01:00 PM 14 0 14 i 5 105 3 0 0 il 0 61 30 I 233 01:[5 PM 20 0 15 16 119 0 0 0 0 7J 30 273 Grand Total 109 0 \34 72 940 6 1 0 I 608 309 2185 Apprch % 44.9 0 55.1 7.1 92.3 0.6 16.7 0 83.3 0.1 66.2 33.7 Tolal '!. 5 0 6.1 3.3 43 0.3 . 0 0 0.2 0 27.8 14.[ Cars 109 0 133 72 929 5 I 0 5 I 599 301 2161 Qj" Cats 100 0 99.3 100 98.8 83.3 100 0 100 100 98.5 99.4 98.9 I Heavy Vehicles 0 0 O~ I 0 II I 0 0 0 0 9 2 24 % Heavy Vehicles 0 0 0 1:2 16.7 0 0 0 , 0 J.5 0.6 1.1 I l 't==~~~~~~S~~J'~&~S~h~"~Mt~~"5D~n~~~W~'~Y~~1=Jlli~C:Sj'n~"i'fiI"=ld=S~'<drlL~~~j::fu~J~~I;=O'=H~;'~h5s=~=OOJ'~Ai"I""~~~±=Bk~=s=,~n~n'~fi="~d=s~~~aLS~~&j~~~J . From North From East From SOll.lh From West Stan Time Ri ht Thru Left ! A ToW Ri hI Thru Left A ,Tola! Ri ht Thro Left A TOlal Ri hi Thru Left, A . Total Int. Total Peok Hour Analysis F,om li:30 AM to 01 ;15 PM . Peg); 1 of I Peak Hour for Entire Intersection Begins at 11 -45 AM I 11 :45 AM 1 8 0 11 25 1 8 133 2 143 I 0 I 2' 0 81 46 121 291 12:00 PM . 15 0 19 34 J2 122 0 134 0 0 I I I 75 42 118 287 12:15 PM 18 0 15 33 6 [05 0 III 0 0 0 0 0 79 48 127 271 12:30 PM 12 0 29 41 6 130 0 136 0 0 0 0 0 80 54 134 311 Total Volume 53 0 80 133 3l 490 2 524 , I 0 2 3 I 315 190 506 1166 % Aoo. Total 39.8 0 60.' 6.1 93.5 0.4 33.3 0 66.7 0.2 62.3 31.5 i PHF , .736 .000 .690 .811 .661 .921 .250 .916 .250 .000 .500 .315 .250 .912 .880 .944 .937 I Cars 53 0 79 [32 . 32 483 2 517 I 0 2 3 I 308 190 499 1151 % Cars 100 0 98.8 99.2 100 98.6 100 98.7 . 100 0 100 100 100 97.8 100 98.6 98.1 Heavy Vehicles 0 0 I I 0 1 0 1 0 0 0 0 0 1 0 1 15 % Hcavy Veh.icles 0 0 J.J 0.8 0 1.4 0 1.3 1 0 0 0 O· 0 2.2 0 1.4 1 1.3 I I I I I I I I I N/S: Stop & Shop/Junior High School Dr E/W: Springfield Street City, State: Agawam, M.I\ I Client: Conley Associates/ B. Beisel PRECISION D A T A INDUSTRIES, LLC P.O.6ox 301 ~>J.ni".M"" \)\50~ Office: 508.481.3999 fU;S08.S4S.123" Email: datMeq~E!t!@lpdilk_<o .... File Name Site Code Start Date Page No : 102274 CC :TBA : 7/31/201 0 : 1 11,1 ----------r-~S~to-P~&~Sh-O-P ~M~,,-"~D~ri'-.e-w-'y----,-----~S~P"~·"-'fi~e~ld~S~~-e~'-------,--~J"-"~io~'H~i~~~S~e'hoo~lA~'-'e~"-----,------~S-p"-"-'fi~"~Id~S~~-e~'------' From North From EIlSI from Sou.th From West Start Time Ri hi Thru Left ' . Total Ri lit · 11I1"II ! Left · A . Total Ri hi ' Thru Left A . Tolll Ri 'I'll Thru Left Il:45 AM I 8 0 17 25 1 12:00 PM 19 34 , Pea'lr.1:lour Analysis from 11:)0 AM-Io Ol:lS PM -PelIk ) of 1 I Peak Hour for Entire Intersection Begins" 11 :45 AM 15 0 12:15 PM 1 18 0 15 33 12:30 PM 12 0 29 41 Total Volume 53 0 80 III % Ann. Total 19.8 0 60.2 I PHF ,736 .000 .690 .811 Cars 53 0 79 132 % Cars 100 0 98.8 99.2 Heavy Vehicles ! 0 0 1 1 % H.~"VY Vt'nitlcs 0 0 U 0.8 I I I I I I I ' I I I I 8 133 12 122 6 105 6 130 12 490 6,1 93 .5 .667 .921 32 483 100 98 .6 0 7 0 1.4 2 143 ! 1 0 1 2 0 81 46 0 134 I 0 0 I I 1 75 42 0 III , 0 0 0 0 0 79 48 0 136 0 0 0 0 0 80 54 2 524 I 0 2 3 I 315 190 0.4 33.3 0 66.7 0.2 62.3 375 .250 .916 .250 .000 .500 .375 .250 .972 .880 2 517 I 0 2 3 I 308 190 100 98.7 100 0 100 100 100 97.8 100 0 7 0 0 0 0: 0 7 0 0 1.3 0 0 0 0 1 0 2.2 0 I ~I 1 7;1 531 5~1 so Ri'h' '0,," L,. +' I 4 • Peak Hour Data North : Peak Hour Begins at 11:45 A ! ~:;VY Vehicles 'l T ,. . h " td '---'J cl Out In Total A .TO\:U Int. Total 127 1 297 118 287 127 1 271 13' 311 506 . 1166 .944 I .937 499 1151 98.6 98.7 7 15 1.4 1.3 I I I N/S:5Pringfield 5t (Rt 147)/Sacred Heart E/W: Mill Street/ Springfield Street City, State: Agawam, MA I Client: Conley Associates / B. Beisel I i I I I I I Springfield Street (RoUie 147) From North tart Time RiiIDI Th", 04,00 PM 70 0 04,15 PM I 60 1 000 PM : 74 0 04,45 PM 78 0 Total i 282 I 05,00 PM I 67 I 05:15PM 66 2 05,)0 PM 77 0 o :45 PM 62 0 Total 272 3 Grand Total I 554 4 Apprch % I 98.4 0.7 Total % I 25.2 0.2 Cars 548 4 %CiU.!i 9].9 100 Heavy Vehicles 6 0 % Heavy Vehicles 1.1 0 Springfield Street (Route 147) From North i Loft 0 I 0 2 3 2 ' 0 0 1 o ! 2 , 5 0.9 0.2 5 100 0 0 I Start Time Ri t Thru Left . TOIaI Ri hI Peak Hour Amllysis From 04:00 PM to 05:45 PM -Peak 1 or I I Peak Hour for i'ire 1nlerseClion Begins al 04, I 5 PM 04:15 PM 60 1 I 62 1 04:30 PM 74 0 0 741 ; 04:45 PM 78 0 2 80 05:00 PM 67 1 2 70 Total Volume 279 2 5 286 % App, Total 97.6 0.7 1.7 PHF ,894 .500 .625 .894 . 1 Cars 275 2 5 282 ' % Cars I 98.6 100 100 98~ I Heavy Veh.icles 4 0 0 'Y. Heavy Vcttidcs 1.4 0 0 1.4 I I 1- 1 I I I I 0 1 3 0.8 .750 ) 100 0 0 Rig-hi 0 I I 0 2 I 1 0 3 5 0.7 0.2 5 100 0 0 PRECISION D A T A INDUSTRIES.lLC ?O.8CJ1301 Beliin,MA 01sa3 OffICe:SO&A81.3999 ~a:c 508.545.1134 Emai~ d3{arequests~pdjlk.(c:m Grout)~ Printed. Cars - Heavv Vehicles Mill Street Sacred Heart Pnrlting Lot From EaS1 Th", 88 77 96 89 350 91 70 108 79 348 698 97.8 11.7 690 08.0 8 1.1 Mill S[fttl From EaSt Loft 0 0 2 2 4 ' 4 I 1 7 11 I 1.5 0.5 11 1 100 ~I From Sourh Ri nt Thru 0 1 0 0 0 1 0 I 0 J 0 0 U 2 0 I 0 0 0 3 0 6 0 25 0 0.3 0 6 n 100 0 0 0 0 Sacred Hean Parlcing Lot From South Loft 0 I ~I 11 I I 2 3 I 7 18 1 75 0.8 • 18 100 0 0 'Thru Left A . Tmid Ri ht Thru Left A . TOla! 77 0 78 ! 0 0 1 1 ! % 2 99 0 I 8 9 · , 89 2 91 0 I 2 ) 91 1 93 0 0 \ 1 353 5 361 0 2 12 14 97.8 1.4 0 14.3 85.7 .919 .625 .912 .000 .500 .375 .389 348 5 356 . 0 2 12 14 98.6 100 98.6 0 100 100 100 I 5 0 5 0 0 0 01 1.4 0 1.4 0 0 0 0 , File Name: 102274 D Site Code : TBA Start Date : 7/28/2010 Page No : 1 Springfield SUCC! Ri t 0 0 I I 2 2 1 0 4 6 0.7 0.3 6 100 0 0 Ri hI 0 I I 1 3 0.6 .750 J 100 0 0 From We!.\" Thru 51 70 73 65 259 65 48 55 41 209 468 52.1 21.3 462 08.7 6 1.3 Springfield Street From West L,ft 4) 67 52 47 i 209 . 55 ' 49 1 49 216 425 47.3 191 418 98.4 ! 7 ' 1.6 1 Thru eft ! A . Total 70 67 137 73 52 126 65 47 113 65 55 121 273 221 497 '4.9 44.5 .935 .825 907 268 217 488 98.2 98.2 98.2 5 4 9 1.8 1.8 1.8 lnl. TOIat ' 25) 278 ;~~ 2 7 1126 285 247 295 247 1074 2200 2173 98.8 27 1.2 Int. TOIal 278 308 287 28' 1158 .°40 1140 98.4 18 1.6 I I I N /S:SPringfield 5t (Rt 147)/Sacred Heart E/W: Mill Street! Springfield Street City, State: Agawam, :tvL~ I Client: Conley Associates/ B. Beisel PRECISION D A T A INDUSTRIES, lLC p.e. Box 301 Berlin. Mil. 01503 Off~t':Sca.IIa'_3999 ru:Soa.54S.1n4 Emajl:datafeql,;e~u@pdjllc.(o"" File Name Sire Code Start Date Page No : 102274 D :TBA : 7/28/2010 : 1 I ,' Springfield S1t~CI (Roolc 147) Mill StTeCI Sacred H~ Parking Lot Springfield Slrecl ~=;~nI~=t~~~~F~ro~m~N~o~n~h~~~~r:~~==~F'ioror=E=Ut'~~~~=t~~r=~F'~0Jm=s=o~Jh~~~~~~~:c=rF~romiI=w=at'~~~~=t~~&J ~ Start Time Ri ht Thru i Left Ao. TOlal Ri ht Thru Left A . Total Ri hI Thru Left A . T La! Ri hI Thru : Left A . Total Inl. To~l Peak Hour Analysis From 04:00 PM 10 05:45 PM -Peak I of 1 I Peak Hour for Enlire intersection Begins at 04-15 PM 04:15 PM 60 I I 62 I 77 04:30 PM 74 0 0 74 I 96 04:45 PM 78 0 2 80 0 89 05 :00 PM 67 1 2 70 I 91 Total Volume I 27. 2 5 286 3 353 % Atm. Total 97.6 0.7 1.7 0.8 97.8 I PHF .894 .500 .625 .894 .750 .91 9 Cars I 275 2 5 282 3 348 % Cars i 98.6 100 100 98.6 100 98.6 Heavy Vehicles 4 0 0 4 0 5 I % H~lvy Vehicl~s : 1.4 0 0 1.4 0 1.4 I I I I I. I I I I I 0 78 0 2 99 0 2 91 0 I 93 0 5 361 0 1.4 0 .625 .912 .000 5 JS6 0 100 98.6 0 0 5 0 0 1.4 0 ~~d S'7et(R~) W 28: ~ Thru 1 Peak Hour Data t North 0 1 1 0 2 14.3 .500 2 100 0 0 Peak Hour Begins al 04:15 PM C.... I I :gl Out < g g In Total I 8 2 1 12 85.7 .37; 12 100 0 0 ~I 0 70 67 137 278 I 73 52 126 308 3 1 65 47 III 287 1 1 65 55 121 285 14 3 273 22 1 497 1158 0.6 54.9 44.5 .389 .750 .935 .825 907 940 14 ) 268 2J7 488 1140 100 100 98.2 98.2 98.2 98.4 0 0 5 4 9 IS 0 0 1.8 1.8 1.8 1.6 I I t/S:Springfield St (Rt 147)/Sacred Heart .t:/W: lvlill Street/ Springfield Street City, State: Agawam, MA .Client: Conley Associates/ B. Beisel Springfield Street (Rou:c 147) From North SUI" Time Ri hI Th", Left 11:30AM 62 0 0 11:45 AM '74 0 0 . Total I 136 0 0 , • 79 0 0 12:15 PM 72 0 0 Ri hI I I I 2 3 0 PRECIS ION D A T A INDU5TRIES,llC P.O. BOle 301 Serlin.MA 01503 Office: 508.481.3999 hx: SOB.~4:'.1 nil !Omajl:d"larE'QUfl1s~pdj!k.com P ' d C Groups nnte · an -Heavv Vchic cs Mill Smci Sacred Heart Parkins Lot From East From South Th'" Loft Ri hI Thru 52 0 0 0 63 0 ' 0 0 115 0 0 0 57 , Loft 0 0 0 File Name Site Code Start Date Page No Springfield Street From West Ri hI Thru 0 54 ~ 60 0 114 : 102274 DO :TBA : 7/31/2010 : 1 Loft Int. Total 43 . 212 45 ' 24>- 88 I 455 65 o 0 0 0 I 60 54 252 12:00 PM I 12:30 PM 73 I I 0 65 12:45 PM 64 0 0 I 58 Total I 288 I 4 245 o 0 0 I I' 0 66 40 I 246 • ______ ~~~~--~~------~----~t_----~--~~----~~~----~O------O~O----~O~I-i----~!~---2~~~~~---2~~~J~I~---I~~~~~:- • 01:00 PM 71 0 ~I 01:15 PM 72 I Grand Total 567 2 I , , Apprch % 99.5 0.4 0.2 Total % 29 0.1 0.1 Cars 559 2 I % Cars 98.6 100 100 • Heavy Vehicles 8 0 0 , I % Heavy Vehicles 1.4 0 o , I Sptingf\e\6 Street (Route 141) From North Start Time Ri hI Thru left A . Total Ri hI ;Peak Hour Analysis From IIJO AM to 01:1$ PM" Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM I' 12:00 PM I 79 0 0 79 I 12:15 PM 72 0 0 72 1 IDOPM 73 I 1 75 12:45 PM 64 0 0 64 • Total Volume 288 I I 19Q ' % Aim, Total 99.3 0.3 0.3 , PHF .911 .250 .250 .918 Cars 283 1 1 285 98.3 % Cars 98.3 100 100 Heavy Vehicles I 5 0 Q Ii I % Heavy Vehicles 17 0 0 I I I I I I 3 0 0 I 4 1.6 .333 4 100 0 0 0 0 6 1.2 0.3 6 tOO 0 0 56 68 484 98.6 24.8 478 98.8 6 1.2 Mi,\\StlW From East ~I I , 0.2 0.1 I 100 0 0, Thru Left A . TOIaI I 57 o 65 0 65 65 0 65 58 0 59 245 0 149 98.4 0 .942 .000 .958 243 0 247 99.2 0 , 99.2 , 2 0 0;1 0.8 0 0 0 0 0 I 0 33.3 0 0.1 0 I 0 100 0 0 0 0 0 Sacred Heart Parking, Lat From South 0 ' I 2 66.7 01 2 100 ~I Ri hi I Thru l eft A . TolIl o 0 0 0 0 0 0 0 0 0 I 0 0 I I 0 I 2 50 0 50 .250 .000 .250 .500 ' I 0 1 2 100 0 100 100 0 0 0 0 0 0 0 o. 0 2 4 0.4 0.2 4 100 0 0 Ri I o I 0 , 2 0.4 .500 2 100 0 0 54 59 483 54.2 24.7 476 98.6 7 1.4 Springfield Street From West Thru Left 66 40 60 54 67 60 63 61 256 215 0;4.1 45.5 .955 .881 25 1 209 98.0 97 .2 5 6 2.0 2.8 51 I 233 50 I 253 404 ! 1955 45.3 20.7 397 1921 98.3 98.6 7 28 l.i ' 1.4 A . Total Int. Total 106 ! 146 115 252 127 267 125 249 473 1014 .931 .949 462 996 97.7 98.2 11 18 2.3 1.8 I I I N/S:SPringfi. eld St (Rt 147)/Sacred Heart E/W: Mill Street/ Springfield Street City, State: Agawam, MA. I Client: Conley Associntes/ B. Beisel PRECISION D A T A INDUSTRIES, LLC P,Q,Box301 1i~~n.MA OI 5{)3 OHice:5oa481.3999 fall;: 508.545.1 234 Em3il;dalareqli~\1Iifpdirk.com File Name Site Code Start Date Page No : 102274 DO :TBA :7/31/2010 : I 1 r----------r--~Sp="="~gfi=,~ld<S=tr'='~'(~R~O"="~14~7)~----------~M7,i~n ~Str='=,,~-------,---os="="~d~H="="~P="~ki="g~w~,-----r------~Sp=n=·"~,fi~"~Id~S=~=,~'------' From North From East From South From West Sian Time Ri hI Thru Left A . Total Ri I Thru l,(ft A . ToW Ri hI : Thru Left A . TOlal Ri hi I Thru , Left A ,Total Peak Hour Analysis From [! :30 AM 10 0 I: 15 PM -Peak ! of I I Peak Hour for Entire Intersection Begins at 12:00 PM 12;00 PM I 79 0 0 79 ! 12:15 PM 72 0 0 12 3 0 12:30 PM 73 I I 75 I 0 12:45 PM 64 0 0 64 I Total Volume 288 I I 290 4 % Ann. Total 99.3 0.3 0.3 1.6 I PHF .911 .250 .250 .918 .333 Cars 28J I I 285 4 % Cars 98,J 100 100 98.3 100 Heavy Vehicles 5 0 0 5 . 0 I % Heavy Vehicles i 1.7 o o o I I I I I I ~c= 'l~!' <~ . ~ ..... ('>j.-~ rn to ..... , ...... ,~ ;) ~ ~' LtJJ ~-'5 ,'t- .g N_ /Ji-~ ,h 910 Ii iE I I ~ I I I 65 0 65 0 0 0 0 I 60 54 115 65 0 65 0 0 0 ~i 0 67 60 127 I 58 0 59 I 0 0 I 63 61 125 1 I 57 0 o 66 60 o 0 40 106 1 245 0 249 I 0 I 2! 2 256 215 473 , , 98.4 0 50 0 50 0.4 54, I 45 ,5 .94: ,000 958 .250 .000 .250 .500 ' .500 .955 .881 .931 243 0 247 I 0 I 2 I 2 251 209 462 99.2 0 99.2 100 0 100 100 I 100 98,0 97 ,2 97.7 2 0 2 0 0 0 0 0 5 6 II O,g o o o o o 2.0 2.8 2,J I I Springfield Street (Route 147) I ~ 1 ':~I i TO:!!I , , I ::il I :1 il 1! :yht T~ru Lell .. 4 i Peak Hour Data i ~~~~L~' North ~~~;iJ furl Peak Hour Begin, at t2:oo PI 1 ~:~w V.nide, .....: -...I '!l r [j] r!!. . , .... ... -0 0 1 g:i g:!a. '-...1-...1 0 !i. I I I +-T ,. , , I I L.ofI Th[!.l 81gM! I il gi 11 1 ~I I I , I i I I l1Q 1 :1 L-.Jj I gut '" 10 Tolal I , P"k; Int. Total 246 252 267 249 1014 .949 996 98,2 18 1.8 ---- -- --- ------ - ---MassHighway Seasonal Traffic Volume Data STATION 2797. WEST SPRINGFIELD· RTE.I·91 • NORTH OF RTE.S YR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR 02 71,873 76,215 74,267 74,363 76,862 78,449 78,776 79,776 79,953 80,308 79,126 77,256 77,269 -10% ·8% -7% -1% 2% 3% -2% 0% -1% -2% -3% ·2% ·2% 05 64,832 70,200 69,264 73,603 78,309 80,873 77,271 79,887 79,432 78.510 76,479 75,534 75,350 6% 0% 3% -4% -5% ·5% ·3% ·7% -6% -2% -1% -1% -2% 06 68,740 70,397 71,077 70,296 74,774 76,656 75,133 74,362 74,578 77,109 75,367 74,541 73,586 JULY AVERAGE YEARLY AVERAGE Average: 77,060 75,401 STATION 280 -WEST SPRINGFIELD· RTE,S· AT THE HOLYOKE c.L. YR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR 02 11,748 12,622 12,735 12,995 13,139 13,113 12,798 13,059 12,727 12,600 12,720 12,600 12,738 0% -5% -1% 2% 3% 1% 4% 2% 4% 7% 2% 4% 2% 03 11,718 11,933 12,561 13,234 13,489 13,280 13,270 13,307 13,205 13,489 12,961 13,151 12,967 1% 5% 2% -2% -2% 1% -2% -1% -2% -4% 1% 1% 0% 04 11 ,876 12,529 12,840 12,957 13,206 13,474 12,946 13,231 12,883 13,000 13,100 13,277 12,943 -5% ·2% -3% -1% -4% -4% -4% -2% -2% -3% -2% 0% -3% 05 11,261 12,338 12,513 12,810 12,633 12,989 12,443 12,936 12,607 12,664 12,793 13,237 12,602 6% 2% 3% -2% 1% -1% 4% 8% 7% 0% -3% -4% 2% 06 11 ,966 12,539 12,872 12,553 12,760 12,800 12,925 13,926 13,465 12,685 12,457 12,736 12,807 JULY AVERAGE YEARLY AVERAGE Average: 12,876 12,811 Seasonal Adjustment Calculation Station 2797 Station 280 Month of count ~ Month of count ~ Volume 77,060 Volume 12,876 Yearly Average Volume I 75,401 I Yearly Average Volume I 12,811 Seasonality Rate = I -2.15'10] Seasonality Rate = I -0.51% CONLEY ASSOCIATES I : . -_._<_... --- 1-' .--. .... ".' -1-··-<·· . , . ---.. I-- I ·:···· I ~ , : I ·,SH<? ." . 1 1'-"'- ~--.--.--~~--..---_.- _.-:3 .-.~ -_ ..... . .. ". --_.-.. -_. - ..... -.. --_ .... s-. . . . . :'--~f.--. -<"1 ~.~"" ... ~'-.' .~.s.- I ~--" I ··-·~· -.. -" . "--.--'-' -LS -. --t\- ,- -. -. --_.,--.-_. .. ro~·· 1:.-I .. ",. -;Jib ~~'~'. , .. '., -0 " "_.' _ ••• --• -------------------MassHighway Annual Traffic Volume Data ISTA. IROUTE/STREET I LOCATION - - --I 1998-1 1999-I 2000--1 2001 2002 2003 2004 2005 2006 2007 "~U"."'"II 2199 POPLAR ST. 2804 RTE.187 2814 SPRINGFIELD ST. 2866 SPRINGFIELD ST. NORTH OF SHOEMAKER LANE SOUTH OF SPRINGFIELD ST. EAST OF NORTHWOOD ST. EAST OF ROYAL LN. Annual Growth Rate Calculation Station #: First Date (year) Volume Last Date (year) Volume Annual Growth Rate = 2,700 15,700 13,200 2199 ~ 02QQJ 0QQ[l ~ 1-0.47%1 2,300 2,500 14,300 12,100 10:14% 1 L --Average -0.29% - - - 1-0.89%] 2,500 2,600 16,400 15,900 14,500 14,300 11,800 10,900 1 -1.73% 1 CONLEY ASSOCIATES 1 1--·· .. . -F---... _.. _. .- -'.-' - --', ... ... -' '1 -, :; v~· ...... _ ..... --,~ . -, I · .: .-.-,-~ I ~ I .. .. ,,--~.-:'.' "I . . ...... .-,.-- I ._-·~ ..• ---"._: . . ,. -. --p--1'·-. I "~··~ . 1 ~-' I l .- .:t:. . .. -.. r. Or . ... ~ ..... _._ .. f .. ··: ""' . ~ " ....... . :<:" kI\-" "\-~. - .'''') -,-' . .... -:' .". ..-. .- .. {.. . . .. -T og-'n'if" .... -___ _ .' ... ~ .1 -1 ~ $ ...... -.... . ... C\\.. _ ., ...... .' ,-........ -: I 1 I 1 1 I I 1 1 I 1 1 I I 1 I I I' 1 TRIP GENERA TION WORKSHEET x= I 3.2 I 1000 SF LUC: Fast-Food With Drive-Through Window (934) WEEKDAY A verag e Rate = I 496.12 11587.5841 Fitted Curve Equation = Not Given Total Trips - AM PEAK HOUR of ADJACENT STREET Average Rate = I 49.35 Fitted Curve Equation = Not Given Total Trips -157.92 51 % of Trips In = 81 49% ofTrips Out = 77 PM PEAK HOUR of ADJACENT STREET Average Rate = I 33.84 Fitted Curve Equation = Not Given Total Trips -108.288 52% of Trips In = 56 48% of Trips Out = 52 AM PEAK HOUR of GENERATOR Average Rate = L 54.81 Fitted Curve Equation = Not Given Total Trips -175.392 51 % of Trips In = 89 49% of Trips Out = 86 PM PEAK HOUR of GENERATOR Average Rate = L 46.14 Fitted Curve Equation = Not Given Total Trips -147.648 52% of Trips In = 77 48% of Trips Out = 71 SATURDAY Average Rate = 1 722.03 12310.4961 Fitted Curve Equation = Not Given Total Trips - PEAK HOUR of GENERATOR Average Rate = I 59.39 Fitted Curve Equation = Not Given Total Trips -190.048 51 % of Trips In = 97 49% of Trips Out = 93 SUNDAY Average Rate = 1 542.72 11736.7041 Fitted Curve Equation = Not Given Total Trips - PEAK HOUR of GENERATOR Average Rate = I 72.74 Fitted Curve Equation = T = 46.67*X + 61 .00 Total Trips -232.768 Total Trips = 210.34 48% of Trips In = 112 48% of Trips In = 101 52% of Trips Out = 121 52% of Trips Out = 109 ITE TRIP GENERATION CONLEY 7TH EDITION ASSOCIATES - -I =>. u G) '" ::> (\) ~ g I III a . .cr 0 0 >C 9 '" t:! ~ 'J> • ~ '" ~ ----- ------- -- --- Table 5.9 Pass-By Trips and Diverted Linked Trips Week day, P.M. Peak Period Land Use 834-Fast Food Restaurant with Drive-Through Window BrLE DIVERTED ADJ S"fIlI:'E! (1 ,OOO SQ. WEEKDAY NO. OF liME PRIMARY NON·PASS, LINKED PAs...o:; BY PEAK HOUn SEATS FEETGFAI LOCATION SUnVEY OATE rf'lffERVlEWS PERIOD mIPf%) BY lRu.> r'%) 'IIUP {%) TRP (%) VOLUME SOUnc[ nla -2.6 Minn·St. Paul. MN 1987 50 3·7 P,M. 27 48 25 nla nla . _-------_. . --'----_ •.•.• -, . nla <5 .0 Chicago suburbs, II. 1987 80 3·6 P,M. 62 38 nla Kenig, O'Hara, Humes, Flock _ .•. _-_. -------------------------.--- n/a <5,0 Chicago suburbs, IL 1987 100 36 P.M. 45 55 nla Kenig, O'liara, Humes, Flock nla <5.0 Chicago suburbs, IL 1987 159 3·6 P.M, 44 56 nla Kenig, O'Hara, Humes, Flock . ----. -------.-----_ . nla <5.0 Chicago suburbs, IL 1987 225 3-6 P.M. 52 48 nla Kenig, O'Hara, Humes, Flock ----- nla <5.0 Chicago suburbs, IL 1987 88 3-6 P.M. 65 35 n/a I<OOi9, O'Hara, Humes, Flock . __ .'.,---_. --.... _-----_.'---•.. -nla <5.0 Chicago suburbs, IL 1987 84 3-6 P.M. 56 44 nla Kenig, O'Hara, Humes, Flock ------_. ----.-~--.. ~.---.----. ..-.._-- 88 1.3 Louisville area, I<Y 1993 nla 4-6 P.M. 22 10 68 2,055 Barton·Aschman Assoc. 120 1.9 Louisville area, I<Y 1993 33 4·6 P.M. 24 9 67 2,447 Barton-Aschman ASBC>C. .. ---------.------.---.-.. ------------87 4.2 New Albany, IN 1993 nla 4-6 P.M. 25 19 56 1,632 Barton·Ascl1man Assoc. -... ----150 3.0 Louisville area. KY 1993 nla 4·6 P.M. 31 38 31 4,250 8arton-Aschman Assoc. nla 3.1 Kissimmee, FL 1995 28 2-6 P.M. 29 nla 71 nla TPD, Inc. n/a 3.1 Apopka.FL 1996 29 2-6 P.M. 62 nla 38 nla TPD, Inc. ----.-----.. -... ------_._-_._. __ ._---- n/a 2.8 Winter Springs, FL 1995 47 2-6 P.M. 34 66 nla TPD, Inc. ------._--_ .. _.-.. n/a 4.3 Longwood, FL 1994 304 2-6 P.M. 38 62 n/a TPD, Inc. --------.. --_ .. ". '-.---.-----~-.. -.. -------.---------n/a 3.2 Altamonte Springs, FL 1996 202 2-6 p.M. 39 21 40 nla TPI), Inc. .. _ .. _----_. __ .•.. --_._-_. __ .... n/a 2.9 Winter Park, FL 1996 271 2-6 P.M. 41 18 41 nla TPD, Inc. - nla 3.3' several 1996 varies 4-6 P.M. 38 62 nla Oracle Engineering • Average of several combined studies . Average Pass-By Trip Percentage: 50 - . ',,--., -.-. --. __ . -. ----_ .. --. -.. . . . . . ~. --: -'. .. ---. ..-.-.. . . . VJ ·-. , . .j . I ~'--~' . I ~· -_._-_ .. I ·.··.· '1':" ;- I · . 1 1-' .' ... --. ~ .. ."--'--,' 9.1'-.. ~ ..... t:r:o .... -~ ..... -.. 1 ,5~.~. I ······· . "" ,---,_ow " .. __ , '. , 1.:."-.. :~.".-'" ":'. .. . C1> ~ I ' ;7n1a..Q .. ~r i -•• t. 5 .. ~. ...... ...il·...:M=-. ---"':"'-;':",'-1 .~ -;;; -. . -.' I I bF-'J.' .. r ' t -''''-I · ..... oe~al ' 11 : 1··· I~' Jts' . --"".-' . .. . -.. -, .. -._-----, ......L.S 5;1fjL ... ! •• " __ .w •• _. _'P r ','1 tf\ . ~ t····· . .:= () l,n tt-.. , .. -- Jt~~· : .. -······s ·1l·r · "7"--, .. '.--0_', -". ,"--'~-... - c0 ,--_ .... "-'--' I 1-,'-. ___ .. ....... jo----."~-~--" ----- d . --..... --. 't:: 1'---;---'. • " .. 1:-.. ------. I .'-. -,- . . -, I----~---.-:-;~-. .. 1_'-.. '.. -... , -. -... -... -~-I : l i.-- " ," I :St\6f" ! • I ······ .. i ~ -----', --" . I -----.---. _1. ,_",. ._: ....•.. .. --~ ---': --.. ,,-. , --. ~ __ Hs_ .. ,'-. _ i ___ .~ __ .... " ... . -'-.--", "' .. ..,. '., . -, ... . ,t.:-.. -.-, ... --. , ._ .... ~ . ..•... ·1 ,f-.. -~ .. I . "'1'-' " -. _ .. _. ..'. .. ~.,., --'--#'--' .. - •.. : _. ,'-'--. , • -,_._,'_'_-¥_ ••• -. "... -.. , .. . -...... . -, --.. -... "' . --.... -. ,'" .... I ~--" ":' I-~:-,:·-"-' -~'------'" . 1 1 -' I _. __ ~-. ..... , •.. ,: ." ~.--- .. 1,f\ ;.,--.-----.. r ~ ~ _.J . ._ •• ___ ••••••• ___ •• ' __ ,. .. "l:"":' ·14"-: . ~_I · . --.-.-----" __ "-' -I;) .' . I ~.: . .. ... ..... : .. _. ,-, '"' .. ---... .-.... "--~:---'------... ----"--.. --_ .. _--. _ .. ~ ... -.. . -.--.--. --. . .~ ." .. '. I .. '. -'.--,.... .. , ~.' ~,--,_ ..• _ ..•. . '-:9 ... L .' 1 J -ti;;- . ·~-(lfr . ,-=='}. .... '. ' .~~"' .. I" SH6i> .• ·-3''11 r . .. -' ---.:::.~ .. -. ."--.('<\ ., ..• " .......• ------- : .<-...... . ... 1 ::-.. "-'-... (0 .. 0"1 -.. ----..~ .1 .. ."-' .--. . . . -~ zj'--f) 1- . . -0<>-<'1 . -.--. -... <'b~ ~.~ ..... I . . ~---.-.,. -. ,-.. --"" 1.-' . --" ..... '. I ·· :-.. -..... . : :. , 1- 1 - 1·------- I > I · ..... . -~ Ji~-----::--------: ----. ---d '--~-~ - . .-----, . • -__ ._, 0 ' ~ .. -.---.--~-... _ ..... . . oft -Fe ..... ' 'm--1:-\ ." 1-,_ _ _ .' ", M .... ,-.: ~ 'C ---~I (t_ ~9 :-:--.. ~J~~ -t"H '-. -.~-.... . ..... -..... .'J tJ -b ~e -- 1 .·SLVO ..... 2>5'" '. Its " ",So. ~ '''''.-1':<jl'r. --.-!'.-·i7;O~-11 -r . : . Q::-c-7 £: ~(l -.---. --• -O~~'t--.-. ~o/ . -(1 '-. . .'" .. -,}S --;v . ~ r"'.... . -' -... 1 . -,. ... . . ; ---.---., .---.. -"-'-' . . -------. -.. I , '--"--.". . -;_. . .. ; 1--' 1-- Il ' .. ~. -1£-. -;;--_. ".' 11\" .... I~ .. ~ I Ji'-~~ .....• . .: . ::s --'.j! . . -:T' (l1 p--,--';l , , 1-+· .,-If}-." . -,-. : : '. .~. ~-i ---.... . I.v;'7' . . ."-, .. -, . --." .."' -_ ... , -....... -.----.. ~ ' .. -_ .. -.. " -...•.. ..l-$ ........ ~- I 1: Mill Sl & Westfield Sl Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings .,;, .. .--"-~ t ~ \. + ~ -I EaiierG!iaffii~"1#i';;.~,li't~gEFilt\*-1,B~~~_~_wi;\~sE1£~&effllt!!l!lalli[;:~;:l!Ia~",;gsa~~sa.~ll1SSI1i Lane Configurations 4' r' .;. "I To , To Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (It) 50 50 50 50 50 50 50 50 50 Trailing Detector (It) 0 0 0 0 0 0 0 0 0 I Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Uti I. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.970 0.967 0.976 Fit Protected 0.991 0.992 0.950 0.950 I SaId. Flow (prot) 0 1846 1583 0 1792 0 1770 1801 0 1770 1818 0 Fit Permitted 0.844 0.873 0.203 0.438 SaId. Flow (perm) 0 1572 1583 0 1577 0 378 1801 0 816 1818 0 I Right Tum on Red Yes Yes Yes Yes Satd. Flow (RTOR) 218 18 16 9 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 I Link Distance (It) 500 1000 400 400 Travel Time (5) 11.4 22.7 9.1 9.1 Volume (vph) 42 192 256 86 305 110 420 345 98 133 227 43 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 46 209 278 93 332 120 457 375 107 145 247 47 Lane Group Flow (vph) 0 255 278 0 545 0 457 482 0 145 294 0 I Turn Type Perm pm+ov Perm pm+pt pm+pt Protected Phases 2 3 6 3 8 7 4 Permitted Phases 2 2 6 8 4 DetectorPhases 2 2 3 6 6 3 8 7 4 I Minimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Minimum Split (5) 21 .0 21.0 13.0 21.0 21.0 13,0 21.0 13.0 21.0 Total Split (s) 46.0 46.0 30.0 46.0 46.0 0.0 30.0 41 .0 0.0 13.0 24.0 0.0 I Total Split (%) 46.0% 46.0% 30.0% 46.0% 46.0% 0.0% 30.0% 41 ,0% 0.0% 13;0% 24.0%. 0.0% Maximum Green (s) 41 .0 41 .0 25.0 41.0 41 .0 25.0 36.0 8.0 19.0 Yellow Time (5) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (5) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 I LeadlLag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (5) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 • Recall Mode Max Max None Max Max None None None None Walk Time (5) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (5) 11.0 11 .0 11.0 11.0 11.0 11.0 • Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Elfct Green (s) 42.2 69.6 42.2 45.9 32.8 27.5 18.4 Actuated giG Ratio 0.44 0.72 0.44 0.48 0.34 0.29 0.19 vic Ratio 0.37 0.23 0.78 0.88 0.77 0.45 0.83 • Control Delay 21.2 1.6 32.6 41.1 36.3 21.2 56.6 , Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.2 1.6 32.6 41.1 36.3 21 .2 56.6 I LOS G A C D D C E Approach Delay 11 .0 32.6 38.6 44.9 Approach LOS B G D 0 I 2010 EXisting Weekday PM Peak Hour 1419 Wendy's Agawam Page 1 of 6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 1: Mill St & Westfield St 8/4/2010 Lane G'r.oup , ',,: Queue Length 50th (tt) Queue Length 95th (tt) Internal Link Dist (tt) Turn Bay Length (It) Base Capacity (vph) StaJ'lation Cap Reductn Spill back Cap Reductn Storage Cap Reductn Reduced vic Ratio Area Type: Other Cycle Length: 100 Actuated Cycle Length: 96,1 Natural Cycle: 75 - 110 176 420 690 o o o 0,37 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0,88 10 31 1216 o o o 0.23 - 290 #476 920 702 o o o 0.78 206 #373 544 0 0 0 0,84 Intersection Signal Delay: 32.4 Intersection LOS: C Intersection Capacity Utilization 91 ,1 % ICU Level of SeJ'lice F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer, Queue shown is maximum alter two cycles, 1: Mill St & Westfield St 20 10 EXisting Weekday PM Peak Hour Page 2 of 6 t 251 372 320 676 0 0 0 0,71 Synchro 6 Report Lanes, Volumes, Timings 48 174 84 #305 320 323 380 0 0 0 0 0 0 0,45 0,77 ";;-,.:,' .,:.< .. - 1419 Wendy's Agawam Coniey Associates, Inc, I 2: Springfield SI & S&S Drive Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings ..J ') .--'-~ t ~ \. ~ .; -I lNiiiril;~G'ro!!2l.if&[;;:%,,-t;Ef:~:;::EBI§'}:isEBm"\;~EBRl:ii-jMi6l!i%Ml'al;;,i,).wea:i:i;I!iBlfri1~I!lEl':W+;i\\iNBRtr ,t,,$B@;Q::SBm:'~0lSBR Lane Configurations "'i t r "'i t r 4> 4' r Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4,0 4.0 4.0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 Leading Detector (It) 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (It) 0 0 0 0 0 0 0 0 0 0 0 I Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1,00 1,00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1,00 Frt 0,850 0.850 0.915 0,850 Fit Protected 0,950 0.950 0,985 0.950 I Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 0 1679 0 0 1770 1583 Fit Permitted 0,300 0,426 0.983 0,734 Satd. Flow (perm) 559 1863 1583 794 1863 1583 0 1675 0 0 1367 1583 I Right Turn on Red Yes Yes Yes Yes Satd, Flow (RTOR) 12 32 22 66 Headway Factor 1,00 1.00 1,00 1,00 1,00 1,00 1.00 1,00 1.00 1.00 1,00 1,00 Link Speed (mph) 30 30 30 30 I Link Distance (It) 1000 3100 400 400 Travel Time (s) 22.7 70.5 9.1 9.1 Volume (vph) 111 315 11 14 400 29 10 2 20 55 0 61 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0,92 Adj. Flow (vph) 121 342 12 15 435 32 11 2 22 60 0 66 Lane Group Flow (vph) 121 342 12 15 435 32 0 35 0 0 60 66 I Turn Type pm+pt pm+ov pm+pt pm+ov pm+pt pm+pt pm+ov Protected Phases 5 2 3 1 6 7 3 8 7 4 5 Permitted Phases 2 2 6 6 8 4 4 Detector Phases 5 2 3 1 6 7 3 8 7 4 5 I Minimum Initial (s) 8,0 8,0 8,0 8,0 8,0 8.0 8,0 8.0 8.0 8,0 8.0 Minimum Split (5) 12.0 20.0 12,0 12,0 20.0 12,0 12.0 20.0 12.0 2.0.0 12.0 Total Split (5) 17,0 44,0 16.0 16.0 43.0 16,0 16.0 24.0 0.0 16.0 24.0 17,0 I Total Split (%) 17,0% 44,0% 16.0% 16.0% 43,0,% 16.0% 16.0% 24,0% 0.0% 16.0% 24.0% 17,0% Maximum Green (5) 13.0 40.0 12,0 12,0 39,0 12.0 12.0 20,0 12.0 20,0 13.0 Yellow Time, (5) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3,5 3.5 3.5 3,5 All-Red Time (5) 0.5 0.5 0.5 0,5 0.5 0.5 0,5 0,5 0,5 0.5 0,5 I Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead Lead·Lag Optimize? Yes Yes Ye5 Yes Yes Yes Ye5 Ye5 Yes Yes Yes Vehicle Exten5ion (5) 3.0 3.0 3.0 3.0 3.0 3,0 3.0 3,0 3.0 3.0 3.0 I Recall Mode None None None None None None None Max None Max None Walk Time (5) 5.0 5,0 5.0 5,0 Flash Dont Walk (s) 11 ,0 11.0 11,0 11.0 I Pedestrian Calls (#/hr) 0 0 0 0 Act Elfct Green (s) 30.8 28.7 41,2 25,9 19,9 32,4 23,3 25,2 36,3 Actuated g/C Ratio 0,46 0.44 0,55 0,35 0.31 0.45 0,36 0,39 0,54 vic Ratio 0.28 0,42 0,01 0,04 0,76 0.04 0.06 0,11 0,07 I Control Delay 10.8 14.6 4.6 11.6 31.2 4.5 12,1 17,6 4.2 Queue Delay 0,0 0,0 0,0 0.0 0,0 0,0 0,0 0,0 0.0 Total Delay 10,8 14,6 4.6 11.6 31.2 4,5 12,1 17,6 4.2 I LOS B B A B C A B B A Approach Delay 13,4 28,8 12.1 10.6 Approach LOS B C B B I 2010 Existing Weekday PM Peak Hour 1419 Wendy's Agawam Page 3 of 6 Conley Associates, Inc. I I I I I I I I I I I I I I I I I I I I 2: Springfield SI & S&S Drive 8/4/2010 LarneGroup ;,; . ,;., ~ :EBL',i EBt > Queue Length 50th (It) 20 Queue Length 95th (It) 57 Internal Link Dist (It) Turn Bay Length (It) Base Capacity (vph) 485 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn a Reduced vic Ratio 0.25 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 65.1 Natural Cycle: 65 64 207 920 1013 0 0 a 0,34 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0,76 Intersection Signal Delay: 19.7 Intersection Capacity Utilization 46.3% Analysis Period (min) 15 2010 Existing Weekday PM Peak Hour Page 4 of 6 -t EBR,c",WBt",-WBJ,",' WBR: ·"N BIL'.,NBT .' 0 2 138 a 3 8 12 301 14 24 3020 320 917 458 887 773 614 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0,01 0,03 OA9 0,04 0.06 Intersection LOS: B ICU Level of Service A Synchro 6 Report Lanes, Volumes, Timings NBRC',SBL" SST "'SBR 15 0 50 24 320 544 846 o 0 o 0 o 0 0.11 0.08 1419 Wendy's Agawam Conley Associates, Inc. I I I I I I I I I I I I I I I I I I I 3: Springfield Sl & Mill Sl 8/4/2010 -+ - Synchro 6 Report Lanes, Volumes, Timings ua"-ii81Gib1iip.t\(iLitJ~E!.~~~.zi~EBli~~~E&"E)~iW.Bi1t:~~w.sR~~W~~S.wtf\~k·2~c;:i.:.~\~-'1t{~j.&L~.'t-;;·_:~::i,'ki_:~¥fi0f-~:~-:;~~X)~·i,:0~~~:X)~·;: Lane Configurations lj t To lj 7' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (It) 50 50 50 50 50 Trailing Detector (ft) 0 0 a 0 0 Turning Speed (mph) 15 9 15 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.850 Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Headway Factor Link Speed (mph) Link Distance (ft) Travel Time (s) Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Act Elfct Green (s) Actuated glC Ratio vic Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) 0.950 1770 0.309 576 1.00 221 0.92 240 240 5 2 5 4.0 8.0 26.0 1863 1861 1863 1861 1.00 1.00 30 30 3100 500 70.5 11.4 273 353 0.92 0.92 297 384 297 387 custom 2 6 2 6 4.0 4.0 20.0 20.0 67.0 41 .0 26.0% 67.0% 41.0% 22.0 63.0 37.0 3.5 3.5 3.5 0.5 0.5 0.5 Lead Lag Yes Yes 3.0 3.0 3.0 None None None 40.1 40.1 20.9 0.51 0.51 0.27 0.46 0.31 0.78 12.7 11.1 38.1 0.0 0.0 0.0 12.7 11.1 38.1 B B D 11.8 38.1 B D 60 76 172 96 119 291 3020 420 2010 Existing Weekday PM Peak Hour Page 5 of 6 0.950 a 1770 0.950 o 1770 Yes 1.00 1.00 30 743 16.9 3 5 0.92 0,92 3 5 o 5 0.0 Prot 4 4 4.0 20.0 33.0 1583 1583 Yes 303 1.00 279 0.92 303 303 4 4 4.0 20.0 33.0 0.0% 33.0% 33.0% 29.0 29.0 3.5 3.5 0.5 0.5 3.0 3.0 Max Max 29.7 29.7 0.38 0.38 0.01 0.38 21.0 4.6 0.0 0.0 21.0 4.6 C A 4.9 A 2 0 11 59 663 1419 Wendy's Agawam Conley Associates. Inc. I I I I I I I I I I I I I I I I I I I 3: Springfield SI & Mill SI 8/4/2010 588 o o o Turn Bay Length (tt) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced vic Ratio 0.41 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 78 Natural Cycle: 55 -I> 1174 o o o 0.25 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.78 Intersection Signal Delay: 18.3 Intersection Capacity Utilization 44.3% Analysis Period (min) 15 739 0 0 0 0.52 .. Splits and Phases: 3' Springfield St & Mill St 2010 Existing Weekday PM Peak Hour Page 6 of 6 .' .:./. ~, ""~.;: 675 791 0 0 0 0 0 0 0.01 0.38 ; .. -"-.," '", '; -'." -'--' ;,': Intersection LOS: B ICU Level of Service A Synchro 6 Report Lanes, Volumes, Timings .-:';.' . -'-, 1419 Wendy's Agawam Conley Associates, Inc. I 1: Mill SI & Westfield SI Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings ~ .,. .-+-'-'" t ~ \.. + .; -I liimBi-G);Ocie~i.'((·".,,>·2 ·'··";EBkY:n::B!r: :;EBR;;~;'Wet~ .WS'l1;,;',We"'Ec~i\iBI3;ii·Ne;ttM;NB~:;;S;8t ,h S;BT ';:iSBR Lane Configurations 4' l' .;. ltj 1-1Ij 1- Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (tt) 50 50 50 50 50 50 50 50 50 Trailing Detector (tt) 0 0 a a 0 0 0 a 0 I Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Uti\' Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.967 0.937 0.973 Fit Protected 0.993 0.988 0.950 0.950 I Satd. Flow (prot) 0 1850 1583 0 17BO 0 1770 1745 0 1770 1812 0 Fit Permitted 0.872 0.791 0.255 0.361 Satd. Flow (perm) 0 1624 1583 0 1425 0 475 1745 0 672 1812 0 I Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 222 25 35 10 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 I Link Distance (tt) 500 1000 400 400 Travel Time (s) 11,4 22.7 9.1 9.1 Volume (vph) 41 244 204 128 283 134 204 171 123 145 214 48 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 45 265 222 139 30B 146 222 186 134 158 233 52 Lane Group Flow (vph) 0 310 222 0 593 0 222 320 0 158 285 0 I Turn Type Perm pm+ov Perm pm+pt pm+pt Protected Phases 2 3 6 3 8 7 4 Permitted Phases 2 2 6 8 4 Detector Phases 2 2 3 6 6 3 8 7 4 I Minimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Minimum Split (s) 21.0 21.0 13.0 21.0 21.0 13.0 21.0 13.0 21.0 Total Split (s) 57.0 57.0 17.0 57.0 57.0 0.0 17.0 30.0 0.0 13.0 26.0 0.0 I Total Split (%) 57.0% 57.0% 17.0% 57.0% 57.0% 0.0% 17.0% 30.0% 0.0% 13.0% 26.0% 0.0% Maximum Green (s) 52.0 52.0 12.0 52.0 52.0 12.0 25.0 8.0 21.0 Yellow Time (5) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 I Lead/Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (5) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 I Recall Mode Max Max None Max Max None None None None Walk Time (5) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (5) 11.0 11 .0 11.0 11.0 11.0 110 I Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (5) 53 .1 69.5 53.1 34.9 22.5 28.2 19.2 Actuated glC Ratio 0.55 0.72 0.55 0.36 0.23 0.29 0.20 vic Ratio 0.35 0.18 0.75 0.66 0.74 0.53 0.78 I Control Delay 14.2 1.0 24.1 31.8 41.3 28.5 50.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.2 1.0 24.1 31.B 41.3 28.5 50.7 I LOS B A C C D C D Approach Delay 8.7 24.1 37.4 42.S Approach LOS A C D D I 2010 EXisting Saturday Midday Peak Hour 14 19 Wendy's Agawam Page 1 of 6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I· I I I 1: Mill St & Westfield St 8/4/2010 --t Synchro 6 Report Lanes. Volumes_ Timings ttatieiCefucIPfd-X-i't'k':':;';i C"':-,-£Bli:.«, .EaT.:i,EBHl-:?o.WBlLo!:-WBffi:·.';;WBR-';;-tNSt-i\'NSir';:j,j'lSR--.\':SSI£U ;S8;]k_~iS8R Queue Length 50th (ft) 107 0 271 97 163 66 163 Queue Length 95th (tt) 170 20 434 156 260 113 #256 Internal Link Dis! (ft) 420 920 320 320 Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced vic Ratio Area Type: Other Cycle Length: 100 Actuated Cycle Length: 96.7 Natural Cycle: 70 892 o o o 0.35 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0,78 1203 o o o 0.18 794 o o o 0.75 347 o o o 0.64 Intersection Signal Delay: 27.6 Intersection LOS: C Intersection Capacity Utilization 84.1 % ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. and Phases: 1: Mill St & Westfield St 2010 Existing Saturday Midday Peak Hour Pag e 2 of 6 480 o o o 0.67 298 o o o 0.53 408 o o o 0.70 1419 Wendy's Agawam Conley Associates. Inc. I 2: Springfield St & S&S Drive Synchro 6 Report • 8/4/2010 Lanes, Volumes, Timings .-J t f -'-.." t t' \. ~ ..; -• ta~e.G['citl~i,.' j i<i:<>;'f:EBC , ··EB;if4,';EBRl,d~ell.:'htWa'ITt~WBRt 'NBt;,~""NB)Ji·'~·NBR "";SaL",SB;P"".SBR Lane Configurations 'I + ." 1j ;-." 4-4' ." Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 • Total Lost Time (s) 4.0 4.0 4,0 4.0 4,0 4,0 4,0 4,0 4.0 4,0 4.0 4,0 Leading Detector (ft) 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (It) 0 0 0 0 0 0 0 0 0 0 0 • Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Uti/' Factor 1,00 1,00 1,00 1,00 1,00 1.00 1.00 1.00 1,00 1,00 1.00 1,00 Frt 0,850 0,850 0,955 0,850 Fit Protected 0,950 0.950 0.968 0,950 I Said. Flow (prot) 1770 1863 1583 1770 1863 1583 0 1722 0 a 1770 1583 Fit Permitted 0.219 0.494 0.756 Said. Flow (perm) 408 1863 1583 920 1863 1583 0 1779 0 0 1408 1583 I Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 35 1 58 Headway Factor 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 I Link Distance (It) 1000 3100 400 400 Travel Time (s) 22.7 70.5 9.1 9.1 Volume (vph) 190 315 1 2 490 32 2 0 1 80 0 53 • Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 Adj. Flow (vph) 207 342 1 2 533 35 2 a 1 87 a 58 Lane Group Flow (vph) 207 342 1 2 533 35 0 3 0 0 87 58 I Turn Type pm+pt pm+ov pm+pt pm+ov pm+pt pm+pt pm+ov Protected Phases 5 2 3 1 6 7 3 8 7 4 5 Permitted Phases 2 2 6 6 8 4 4 Detector Phases 5 2 3 1 6 7 3 8 7 4 5 I Minimum Initial (5) 8.0 8.0 8.0 8.0 8.0 8,0 8,0 8.0 B.O 8.0 8.0 Minimum Split (5) 12.0 20.0 12.0 12.0 20.0 12.0 12.0 20.0 12.0 20.0 12.0 Total Split (5) 18,0 50,0 14,0 14,0 46,0 14,0 14.0 22.0 0.0 14.0 22.0 18.0 I Total Split (%) 18.0% SO.O% 14,0% 14.0% 46.0% 14.0% 14 .0% 22.0% 0.0% 14.0% 22.0% 18.0% Maximum Green (s) 14,0 46.0 10.0 10.0 42.0 10.0 10.0 18,0 10.0 18.0 14.0 Yellow Time (s) 3.S 3.S 3.5 3.5 3.5 3.5 3.S 3.S 3.5 3.5 3.5 I All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0,5 0.5 O.S 0.5 0.5 0.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3,0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3,0 3.0 I Recall Mode None None None None None None None Max None Max None Walk Time (5) 5.0 5.0 5.0 5.0 Flash Dont Walk (5) 11 .0 11 .0 11,0 11.0 I Pedestrian Calls (#/hr) 0 0 0 0 Act Elfct Green (5) 38.1 36.1 48.9 31 .5 25.7 38.2 21 .9 25,9 388 Actuated g/C Ratio 0.50 0.49 0.59 0.38 0.35 0.49 0.30 0.35 0.51 vic Ratio 0.49 0.37 0,00 0.00 0.82 0.04 0.01 0,17 0,07 I Control Delay 13.1 12.9 6.0 10.0 34,0 3.8 23.0 22,6 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13,1 12.9 6.0 10.0 34.0 3.8 23,0 22.6 5.3 I LOS B B A A C A C C A Approach Delay 13.0 32.1 23.0 15.7 Approach LOS B C C B I 2010 Existing Saturday Midday Peak Hour 1419 Wendy's Agawam Page 3 of 6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 2: Springfield St & S&S Drive 8/4/2010 --t Queue Length 50th (It) 52 93 0 1 259 0 1 Queue Length 95th (It) 85 194 2 3 378 14 7 Internal Link Dist (It) 920 3020 320 Turn Bay Length (It) Base Capacity (vph) Starvation Cap Reductn SpiUback Cap Reductn Storage Cap Reductn Reduced vic Ratio 464 o o a 0.45 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 73.6 Natural Cycle: 70 1081 o o a 0.32 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.82 Intersection Signal Delay: 21.9 Intersection Capacity Utilization 53.0% Analysis Period (min) 15 948 464 900 811 528 o a a 0 0 o 0 a 0 0 o 0 a 0 0 0.00 0.00 0.59 0.04 0.01 Intersection LOS: C ICU Level of Service A 2: St & S&S Drive 2010 Existing Saturday Midday Peak Hour Page 4 of 6 Synchro 6 Report Lanes, Volumes, Timings 31 0 77 26 320 514 840 o a o 0 a a 0.17 0.07 1419 Wendy's Agawam Conley Associates, Inc. I 3: Springfield St & Mill St Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings ....:If -!.. ~ -./ -I j{''"if G Ddp···;\·"':··.:·:···;\;(;EB~:::·E&;w··Wa12':"'W:B~}'sWIB·iSWR:':':';'" ~~':::::::'(;',,~" ,"·:j"·,'i ".', ,"'. an: ... f., _ .. ": __ -, ..... ..{,.-,"' __ .-I,~"'. ',.,_.'-1. __ /:_-, :'"·""',1 ••. ,-, '-"-'''''c ., ,","'_,',"-' -.• -:,',\'" {:'.",'", ;, '1",", Lane Configurations 'i f 1-'i ." Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (It) 50 50 50 50 50 Trailing Detector (It) 0 a a 0 0 Turning Speed (mph) 15 9 15 9 I Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.998 0.850 Fit Protected 0.950 0.950 I Satd. Flow (prot) 1770 1863 1859 0 1770 1583 Fit Permitted 0.395 0.950 Satd. Flow (perm) 736 1863 1859 0 1770 1583 I Right Turn on Red Yes Yes Satd. Flow (RTOR) 1 313 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 I Link Distance (It) 3100 500 743 Travel Time (s) 70.5 11.4 16:9 Volume (vph) 215 256 245 4 1 288 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 234 278 266 4 1 313 Lane Group Flow (vph) 234 278 270 a 1 313 I Turn Type custom Prot Protected Phases 5 2 6 4 Permitted Phases 2 4 Detector Phases 5 2 6 4 4 I Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 20.0 20.0 Total Split (s) 28.0 64.0 36.0 0.0 36.0 36.0 I Total Split (%) 28.0% 64.0% 36.0% 0.0% 36.0% 36.0% Maximum Green (s) 24.0 60.0 32.0 32.0 32.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 I Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 I Recall Mode None None None Max Max Act Effct Green (s) 34.8 34.8 15.8 32.6 32.6 Actuated g/C Ratio 0.46 0.46 0.21 0.43 0.43 I vic Ratio 0.43 0.32 0.69 0.00 0.36 Control Delay 14.4 13.2 37.9 18.0 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 14.4 13.2 37.9 18.0 3.9 • LOS B B D B A Approach Delay 13.8 37.9 3.9 Approach LOS B D A I Queue Length 50th (It) 64 77 116 0 a Queue Length 95th (It) 104 122 213 4 55 Internal Link Dist (It) 3020 420 663 I 2010 Exi sting Saturday Midday Peak Hour 1419 Wendy's Agawam Page 5 of 6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 3: Springfield St & Mill St 8/4/2010 - Synchro 6 Report La nes, Volumes, Timings U;in,il!G\'¥)uA{"ci·,C!;;'i-A;:i3b./tSEi3;r, WB;r,;}')l\IBRUiSW.L.<~SW.RL<;i:>\; ,. ",:> •. " " . .n ,i Turn Bay Length (It) Base Capacity (vph) 608 1118 654 764 861 Starvation Cap Reductn 0 a 0 a 0 Spillback Cap Reductn 0 0 0 0 a Storage Cap Reductn a 0 a 0 0 Reduced vic Ratio 0,38 0.25 OAI 0,00 0.36 IQtense~j:)'m~:Su:mr.na,*;:¥:;:>::,~::;~~~,_:,:.~, :::-:-'i:~~);,<:--'; ;>,;~xrf;i';'~~"i;:i/~:,',~'~',J;>?~/';Y'i~' :;:,~t>:: ";:~A <':<,;:';~~:'::T:":~>: ,'Te_;:::: . .'!::>~ -::::::"~,,,-:;:,:'i~" -'I, ",C ',:, ',"':. ":~",,,-:-:~,' , Area Type: Other Cycle Length: 1 00 Actuated Cycle Length: 75,6 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.69 Intersection Signal Delay: 16.9 Intersection Capacity Utilization 38.4% Analysis Period (min) 15 and Phases: 3: I st & Mill SI 2010 EXisting Saturday Midday Peak Hour Page 6 of 6 Intersection LOS: B leu Level of Service A 1419 Wendy's Agawam Conley Associates, Inc. I 1: Mill St & Westfield St Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings ..) l .f -'-'\ t ~ \. + .; -I ~ G'r:&ui~~~;;:'~:-~' t~~:~j-~ ,;,',,,,EBL' < EST, "EBR;i';,WBIC "',WB;l'.WSR',,,,'NBIL +NBil',,,:NBR', <SSt:: k SBT ',',SBR lane Configurations 4' r ,f. '! To 'I To Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total lost Time (5) 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 Leading Detector (It) 50 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 a 0 0 0 a a Turning Speed (mph) 15 9 15 9 15 9 15 9 I Lane Uti/. Factor 1.00 1,00 1,00 1,00 1,00 1.00 1,00 1.00 1,00 1,00 1,00 1,00 Frt 0,850 0,970 0,967 0,976 Fit Protected 0,991 0,992 0,950 0,950 I Said: Flow (prot) 0 1846 1583 0 1792 0 1770 1801 0 1770 1818 a Fit Permitted 0,832 0,844 0,177 0,389 Said, Flow (perm) 0 1550 1583 0 1525 0 330 1801 0 725 1818 0 I Right Turn on Red Yes Yes Yes Yes Satd, Flow (RTOR) 199 17 16 8 Headway Factor 1,00 1,00 1,00 1.00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 link Speed (mph) 30 30 30 30 I Link Distance (It) 500 1000 400 400 Travel Time (s) 11,4 22,7 9,1 9,1 Volume (vph) 44 205 269 90 321 116 441 363 103 140 239 45 I Peak Hour Factor 0,92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0.92 Adj, Flow (vph) 48 223 292 98 349 126 479 395 112 152 260 49 Lane Group Flow (vph) 0 271 292 0 573 0 479 507 0 152 309 a I Turn Type Perm pm+ov Perm pm+pt pm+pt Protected Phases 2 3 6 3 8 7 4 Permitted Phases 2 2 6 8 4 Detector Phases 2 2 3 6 6 3 8 7 4 I Minimum Initial (s) 8,0 8.0 8.0 8,0 8,0 8.0 8.0 8,0 8,0 Minimum Split (5) 21.0 21.0 13.0 21.0 21.0 13.0 21.0 13.0 21.0 Total Split (5) 46.0 46.0 30,0 46.0 46,0 0,0 30.0 41,0 0,0 13.0 24,0 0,0 I Total Split (%) 46.0% 46.0% 30.0% 46,0% 46.0% 0.0% 30,0% 41.0% 0.0% 13.0% 24.0% 0.0% Maximum Green (s) 41.0 41 .0 25,0 41.0 41 .0 25.0 36.0 8.0 19.0 Yellow Time (s) 4.0 4.0 4.0 4,0 4,0 4,0 4.0 4,0 4.0 All-Red Time (5) 1.0 1.0 1-0 1.0 1.0 1,0 1.0 1,0 1.0 I LeadlLag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (5) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 I Recall Mode Max Max None Max Max None None None None Walk Time (5) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11,0 11 .0 11.0 11.0 11.0 11.0 I Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 42.1 70,7 42,1 47,6 34,5 28.0 19,0 Actuated g/C Ratio 0.43 0.72 0,43 0,49 0.35 0.29 0.19 vic Ratio 0,41 0.24 0.86 0.92 0.78 0.50 0.86 I Control Delay 22.2 2.0 40.0 48.2 36.9 22.7 61.0 Queue Delay 0,0 0.0 0.0 0.0 0.0 0.0 0,0 Total Delay 22.2 2.0 40.0 48.2 36,9 22.7 61,0 • lOS C A 0 0 0 C E Approach Delay 11,7 40.0 42,4 48.4 Approach LOS B D D D I 2015 No Build Weekday PM Peak Hour 1419 Wendy's Agawam Page 1 of 6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 1: Mill St & Westfield St 8/4/2010 +-t Synchro 6 Report Lanes, Volumes, Timings LarTeeGPdiip:e;.:',c ,\;;; • "F,: ·'EB.E!'"EBlp; ;Nj=EiR;:i.FW.Bt:.',;:WaTi,;.'·wa~:;>J'iB.I1;Y I\ISill:,;'NBR ;d'B.lli''C,SB:1::/SB.R Queue Length 50th (tt) Queue Length 95th (ft) Intemal Link Dist (ft) Turn Bay Length (ft) B.ase Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced vic Ratio Area Type: Other Cycle Length: 100 Actuated Cycle Length: 97.7 Natural Cycle: 75 118 188 420 668 0 a 0 0.41 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.92 15 38 1205 0 a 0 0.24 320 235 #533 #423 920 667 537 0 0 a a 0 0 0.86 0.89 Intersection Signal Delay: 36.3 Intersection LOS: D Intersection Capacity Utilization 95.2% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. and Phases: 1: Mill St & Westfield SI 2015 No B.uild Weekday PM Peak Hour Page 2 of 6 270 398 320 676 0 a 0 0.75 51 186 88 #330 320 304 375 a 0 a 0 0 0 0.50 0.82 1419 Wendy's Agawam Conley Associates. Inc. I 2: Springfield SI & S&S Drive Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings ,) -+ ~ .f -4.... ~ t ~ '. + .; I tan-eGriii1~';c;~,t'r';:;" ' ,EElE7::EB;T;,.";';E13R;':"W,BID,:,We:r."iwBR::UlIBt ,A lI8I'Fc ?NBR'·.·'.,SBb '·';SS;1'.::,'SBR Lane Configurations "i t r' "i -+ r' 4+ 4' 7' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (tt) 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (tt) 0 0 0 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 I Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0,916 0.850 Fit Protected 0.950 0.950 0.984 0.950 I Satd, Flow (prot) 1770 1863 1583 1770 1863 1583 0 1679 0 0 1770 1583 Fit Permitted 0.278 0,406 0.979 0.733 Satd, Flow (penm) 518 1863 1583 756 1863 1583 0 1670 0 0 1365 1583 I Right Turn on Red Yes Yes Yes Yes SaId. Flow (RTOR) 13 33 23 70 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 I link Distance (tt) 1000 3100 400 400 Travel Time (5) 22.7 70.5 9.1 9.1 Volume (vph) 117 331 12 15 420 30 11 2 21 58 0 64 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 127 360 13 16 457 33 12 2 23 63 0 70 Lane Group Flow (vph) 127 360 13 16 457 33 0 37 0 0 63 70 I Turn Type pm+pt pm+ov pm+pt pm+ov pm+pt pm+pt pm+ov Protected Phases 5 2 3 1 6 7 3 8 7 4 5 Permitted Phases 2 2 6 6 8 4 4 Detector Phases 5 2 3 1 6 7 3 8 7 4 5 I Minimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8,0 8.0 8.0 8.0 Minimum Split (5) 12.0 20.0 12.0 12.0 20,0 12,0 12,0 20.0 12.0 20,0 12,0 Total Split (s) 17.0 44.0 16.0 16.0 43.0 16.0 16.0 24.0 0.0 16.0 24.0 17.0 I Total Split (%) 17.0% 44.0% 16.0% 16.0% 43.0% 16.0% 16.0% 24.0% 0,0% 16,0% 24.0% 17.0% Maximum Green (5) 13.0 40.0 12.0 12,0 39.0 12.0 12.0 20.0 12.0 20.0 13.0 Yellow Time (5) 3.5 3.5 3.5 3.5 3.5 3,5 3.5 3.5 3,5 3.5 3.5 All-Red Time (5) 0.5 0.5 0.5 0.5 0,5 0.5 0.5 0.5 0.5 0.5 0.5 I LeadlLag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (5) 3.0 3.0 3.0 3,0 3.0 3.0 3.0 3,0 3,0 3.0 3.0 I Recall Mode None None None None None None None Max None Max None Walk Time (5) 5.0 5,0 5.0 5.0 Flash Dont Walk (5) 11.0 11.0 11.0 11.0 Pedestrian Calls (#lhr) 0 0 0 0 I Act Effcl Green (5) 32.1 30.1 42.5 27.0 21.0 33.5 23,4 25.3 36.5 Actuated glC Ratio 0,47 0,45 0.56 0,35 0.32 0,45 0,35 0.38 0.53 vic Ratio 0.30 0.43 0.01 0.04 0.77 0.04 0.06 0.12 0.08 I Control Delay 10.8 14.5 4,4 11,5 31,4 4,4 12.7 18,6 4,4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10,8 14,5 4,4 11.5 31,4 4,4 12.7 18.6 4,4 I LOS B B A B C A B B A Approach Delay 13.3 29.0 12.7 11.1 Approach LOS B C B B I 2015 No Build Weekday PM Peak Hour 1419 Wendy's Agawam Page 3 of 6 Conley Associates, Inc. I I I I I I I I I I I I I I I I I I I I 2: Springfield St & S&S Drive 8/4/2010 Synchro 6 Report Lanes, Vo lumes , Timings Queue Length 50th (tt) 21 68 0 3 148 0 3 16 0 Queue Length 95th (tt) 59 218 8 12 320 14 27 54 26 Internal Link Dist (tt) 920 3020 320 320 Turn Bay Length (tt) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced vIc Ratio 476 o o o 0.27 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 66.5 Natural Cycle: 65 1021 o o o 0.35 Control Type: Actuated-Uncoordinated Maximum vIc Ratio: 0.77 Intersection Signal Delay: 19.8 Intersection Capacity Utilization 47.4% Analysis Period (min) 15 928 o o a 0.01 452 o a o 0.04 2: St & S&S Drive 2015 No Build Weekday PM Peak Hour Page 4 of 6 886 a o o 0.52 784 o o o 0.04 Intersection LOS: B ICU Level of Service A 602 a a o 0.06 533 o o o 0.12 851 o o o 0.08 1419 Wendy's Agawam Conley Associates, Inc. I 3: Springfield Sl & Mill Sl Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings .JI -!.. " ,./ -I LimB,G'!rOu[!i,' ~-: 'l~' , · .• t",. EB([, •· .. EBili,;·WaT:,;'WBR,'."S\!t!&ysw.a·'.:",~,·,' ',':~,-,~,:< . .:-" .< _,:--'.' :,f --:<,:.>::~ .-;: ~:'''.i ':;'-:: ~ "--, .. Lane Configurations "i t 1+ "i ." Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 • Total Lost Time (s) 4,0 4,0 4,0 4,0 4,0 4,0 Leading Detector (tt) 50 50 50 50 50 Trailing Detector (tt) 0 0 0 0 0 I Turning Speed (mph) 15 9 15 9 Lane UtiL Factor 1.00 1,00 1.00 1.00 1,00 1.00 Frt 0,999 0,850 Fit Protected 0,950 0.950 • Satd. Flow (prot) 1770 1863 1861 a 1770 1583 Fit Permitted 0.289 0.950 Satd, Flow (perm) 538 1863 1861 ° 1770 1583 • Right Turn on Red Yes Yes Satd, Flow (RTOR) 318 Headway Factor 1,00 1,00 1,00 1,00 1,00 1,00 Link Speed (mph) 30 30 30 I Link Distance (tt) 3100 500 743 Travel Time (s) 70,5 11.4 16,9 Volume (vph) 232 287 371 3 5 293 I Peak Hour Factor 0,92 0.92 0,92 0,92 0,92 0,92 Adj, Flow (vph) 252 312 403 3 5 318 Lane Group Flow (vph)' 252 312 406 0 5 318 I Turn Type custom Prot Protected Phases 5 2 6 4 Permitted Phases 2 4 Detector Phases 5 2 6 4 4 I Minimum Initial (5) 4,0 4,0 4,0 4.0 4,0 Minimum Split (s) 8,0 20,0 20,0 20,0 20,0 Total Split (5) 26.0 67,0 41,0 0,0 33,0 33,0 • Total Split (%) 26,0% 67,0% 41.0% 0.0% 33,0% 33.0% Maximum Green (5) 22,0 63,0 37.0 29.0 29.0 Yellow Time (5) 3.5 3,5 3,5 3,5 3,5 AII,Red Time (s) 0,5 0,5 0,5 0.5 0,5 I LeadlLag Lead Lag Lead,Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3,0 3,0 3,0 3,0 I Recall Mode None None None Max Max Act Effct Green (5) 41.7 41,7 22.0 29.8 29,8 Actuated g/C Ratio 0,52 0,52 0,28 0,37 0,37 I vic Ratio 0.48 0,32 0,79 0.01 OAO Control Delay 12,9 11 ,0 38,8 21,8 4,7 Queue Delay 0,0 0,0 0,0 0,0 0,0 Total Delay 12,9 11,0 38,8 21,8 4.7 I LOS B B D C A Approach Delay 11.8 38.8 5,0 Approach LOS B 0 A • Queue Length 50th (tt) 63 81 186 2 0 Queue Length 95th (tt) 101 124 307 10 60 Internal Link Dist (tt) 3020 420 663 I 2015 No Build Weekday PM Peak Hour 1419 Wendy's Agawam Page 5 of 6 Conley Associates, In c. • I I I I I I I I I I I I I I I I I I I 3: Springfield St & Mill St 8/4/2010 Lane.Group '. ESl. Tum Bay Length (ft) Base Capacity (vph) 582 Starvation Cap Reductn 0 Spill back Cap Reductn 0 Storage Cap Reductn 0 Reduced vic Ratio 0,43 IriterseetlbnSummary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 79.7 Natural Cycle: 55 -EST 1174 0 0 0 0.27 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.79 Intersection Signal Delay: 18.6 Intersection Capacity Utilization 45.9% Analysis Period (min) 15 -t.. VVBT ' WBR 734 0 0 0 0.55 3: S i St & Mill St 2015 No Build Weekday PM Peak Hour Page 6 of 6 ,SWL. SWR 661 791 0 0 0 0 ° 0 0,01 0040 Intersection LOS: B ICU Level of Service A Synchro 6 Report Lanes, Volumes, Timings 1419 Wendy's Agawam Conley Associates, Inc. I 1: Mill SI & Westfield St Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings ~ " .---'-~ t ~ ~ ~ .; -I Lan8i'GroUp;")~: ~:<i<'>':EB,",:;o"'Eat!!;EBR!!:~wBtS',i wal}7'iWBR::."NBL';<;,I\iB1Y"; NSR:"',,::SBt' .:' " SS1' .. SBR Lane Configurations 4 7' 40-~ 10 ~ To Ideal Fiow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (5) 4,0 4,0 4.0 4,0 4.0 4.0 4.0 4,0 4,0 4,0 4.0 4,0 Leading Detector (tt) 50 50 50 50 50 50 50 50 50 Trailing Detector (tt) 0 0 0 a 0 0 0 0 0 I Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane UtiL Factor 1,00 1,00 1.00 1.00 1,00 1,00 1,00 1.00 1.00 1.00 1,00 1.00 Frt 0.850 0,967 0.937 0,973 Fit Protected 0,993 0.988 0,950 0,950 I Satd, Flow (prot) 0 1850 1583 0 1780 0 1770 1745 0 1770 1812 0 Fit Permitted 0,868 0,769 0,232 0,330 Satd, Flow (perm) 0 1617 1583 0 1385 0 432 1745 0 615 1812 0 I Right Turn on Red Yes Yes Yes Yes Satd, Flow (RTOR) 233 25 35 10 Headway Factor 1.00 1.00 1,00 1,00 1,00 1.00 1,00 1,00 1,00 1,00 1,00 1.00 I Link Speed (mph) 30 30 30 30 Link Distance (tt) 500 1000 400 400 Travel Time (s) 11.4 22,7 9,1 9,1 Voiume (vph) 43 256 214 135 301 141 214 180 129 152 225 50 I Peak Hour Factor 0,92 0,92 0,92 0.92 0.92 0,92 0,92 0,92 0,92 0,92 0,92 0,92 Adj, Flow (vph) 47 278 233 147 327 153 233 196 140 165 245 54 Lane Group Flow (vph) 0 325 233 0 627 0 233 336 0 165 299 0 I Turn Type Perm pm+ov Perm pm+pt pm+pt Protected Phases 2 3 6 3 8 7 4 Permitted Phases 2 2 6 8 4 Detector Phases 2 2 3 6 6 3 8 7 4 I Minimum Initial (5) 8,0 8,0 8.0 8.0 8,0 8,0 8,0 8.0 8,0 Minimum Split (s) 21,0 21.0 13,0 21,0 21.0 13.0 21.0 13.0 21.0 Total Split (5) 57,0 57,0 17,0 57,0 57.0 0.0 17.0 30.0 0.0 13.0 26.0 0,0 I Total Split (%) 5.7.0% 57,0% 17.0% 57,0% 57,0% 0,0% 17.0% 30,0% 0.0% 13.0% 26,0% 0,0% Maximum Green (5) 52,0 52.0 12,0 52,0 52.0 12,0 25,0 8,0 21.0 Yellow Time (5) 4.0 4,0 4.0 4.0 4,0 4,0 4,0 4.0 4,0 I All-Red Time (5) 1,0 1,0 1,0 1,0 1,0 1.0 1.0 1,0 1.0 Lead/Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (5) 3,0 3.0 3.0 3,0 3.0 3.0 3,0 3,0 3.0 I Recall Mode Max Max None Max Max None None None None Walk Time (5) 5,0 5,0 5,0 5.0 5,0 5,0 Flash Dont Walk (5) 11 ,0 11 ,0 11.0 11,0 11,0 11,0 I Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Elfct Green (5) 53,1 69.6 53.1 35.7 23,2 28,7 19.7 Actuated g/C Ratio 0,55 0,.72 0.55 0,37 0,24 0,29 0.20 vic Ratio 0,37 0,19 0,82 0,71 0,76 0.57 0,80 I Control Delay 14,7 1.1 29.0 34.6 42,6 30,1 52.4 Queue Delay 0.0 0.0 0,0 0,0 0.0 0.0 0,0 Total Delay 14,7 1,1 29.0 34.6 42,6 30,1 52.4 I LOS B A C C D C D Approach Delay 9,0 29.0 39,3 44.5 Approach LOS A C D D I 2015 No Build Saturday Midday Peak Hour 1419 Wendy's Agawam Page 1 of 6 Conley Associates, Inc. I I I I I I I I I I I I I I I I I I I I 1: Mill St & Westfield St 8/4/2010 -t Synchro 6 Report Lanes, Volumes, Timings t'arr~6toup;';(;',;,;:'~}::,:;,;):EB~ :'~;EJ3:r;'::;EB~;';W,BI2;;;'V\(B\t?'~W,BRBfi:NB~~~(N8J;',Sf\tBR':::.'S8b.,,,~jSBlJfk~SBR Queue Length 50th (It) 116 0 312 103 174 70 172 Queue Length 95th (It) 179 20 #545 #167 275 118 #288 Internal Link Dist (It) 420 920 320 320 Turn Bay Length (It) Base Capacity (vph) Starvation Cap Reductn Spill back Cap Reductn Storage Cap Reductn Reduced vic Ratio Area Type: Other Cycle Length: 100 Actuated Cycle Length: 97.3 Natural Cycle: 75 882 o o o 0,37 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.82 Intersection Signal Delay: 29,8 Intersection Capacity Utilization 87.8% Analysis Period (min) 15 1200 o o o 0.19 767 o o a 0.82 338 o a a 0,69 Intersection LOS: C leu Level of Service E # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum alter two cycles. 1: Mill St & Westfield St 2015 No Build Saturday Midday Peak Hour Page 2 of 6 480 o o o 0,70 289 a o o 0.57 408 a o o 0.73 1419 Wendy's Agawam Conley Associates, Inc. I 2: Springfield SI & S&S Drive Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings ~ '). ~ -4.... ..., t ~ \. * .; -I Li:ineJ;'rou!!,;)/,/;{,;···:,··: .• EBt'; . EBr ',H:BR\c·WBtL·<:Wa17/:WBa<;~+NBb·,;,NBW "tNBR{£;:SBa;.'';:SBT,i;'SBR Lane Configurations lIj t rt lIj t r' .j. 4' rt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (tt) 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (tt) 0 0 0 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 I Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.955 0.850 Fit Protected 0.950 0.950 0.968 0.950 I Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 0 1722 0 0 1770 1583 Fit Permitted 0.196 0,475 0.756 Satd. Flow (perm) 365 1863 1583 885 1863 1583 0 1779 0 0 1408 1583 I Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 1 37 1 61 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 I Link Distance (tt) 1000 3100 400 400 Travel Time (5) 22.7 70.5 9.1 9.1 Volume (vph) 200 331 1 2 515 34 2 0 1 84 0 56 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 217 360 1 2 560 37 2 0 1 91 0 61 Lane Group Flow (vph) 217 360 1 2 560 37 0 3 0 0 91 61 I Turn Type pm+pt pm+ov pm+pt pm+ov pm+pt pm+pt pm+ov Protected Phases 5 2 3 1 6 7 3 8 7 4 5 Permitted Phases 2 2 6 6 8 4 4 Detector Phases 5 2 3 1 6 7 3 8 7 4 5 I Minimum Initial (5) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Minimum Split (5) 12.0 20.0 12.0 12.0 20.0 12.0 12.0 20.0 12.0 20.0 12.0 Total Split (s) 18.0 50.0 14.0 14.0 46.0 14.0 14.0 22.0 0.0 14.0 22.0 18.0 I Total Split (%) 18.0% 50.0% 14.0% 14.0% 46.0% 14.0% 14.0% 22.0% 0.0% 14.0% 22.0% 18.0% Maximum Green (s) 14.0 46.0 10.0 10.0 42.0 10.0 10.0 18.0 10.0 18.0 14.0 Yellow Time (5) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 I LeadlLag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (5) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 I Recall Mode None None None None None None None Max None Max None Walk Time (s) 5.0 5.0 5.0 5.0 Flash Dont Walk (5 ) 11.0 11.0 11.0 11 .0 I Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (5) 44.0 42.0 54.1 35.9 27.5 39.8 20.5 24.7 39.8 Actuated glC Ratio 0.57 0.54 0.62 0.41 0.35 0,48 0.26 0.32 0.51 vic Ratio 0.51 0.36 0.00 0.00 0.85 0.05 0.01 0.20 0.07 I Control Delay 12.9 12.5 6.0 9.5 36.7 3.7 23.3 23,4 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.9 12.5 6.0 9.5 36.7 3.7 23.3 23.4 5.3 I LOS B B A A D A C C A Approach Delay 12.6 34.5 23.3 16.1 Approach LOS B C C B I 2015 No Build Saturday Midday Peak Hour 1419 Wendy's Agawam Page 3 of 6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 2: Springfield St & S&S Drive 8/4/2010 Synchro 6 Report Lanes, Volumes, Timings Queue Length 50th (tt) 55 99 0 1 278 0 1 34 0 Queue Length 95th (tt) 89 206 2 3 404 14 7 79 26 Internal Link Dist (tt) 920 3020 320 320 Turn Bay Length (tt) Base Capacity (vph) Starvation Cap Reductn Spill back Cap Reductn Storage Cap Reductn Reduced vic Ratio 458 0 0 0 0.47 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 77.8 Natural Cycle: 75 1088 0 0 0 0.33 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.85 Intersection Signal Delay: 22.9 Intersection Capacity Utilization 54.9% Analysis Period (min) 15 994 0 0 0 0.00 2015 No Build Saturday Midday Peak Hour Page 4 of 6 478 0 0 a 0.00 865 802 0 0 0 0 a 0 0.65 0.05 Intersection LOS: C ICU Level of Service A 469 0 a 0 0.01 465 822 o 0 o a o 0 0.20 0.07 1419 Wendy's Agawam Conley Associates, Inc. I 3: Springfield St & Mill St Syn chro 6 Report I 8/4/2010 Lanes, Volumes, Timings .J( -!.. ~ ~ -I La'i:ie':Gid.uE"ii, ,<"t:~.· ~ .... :;. ,'ESI!:' ' •. ,E!31i1l.'>WBiI7,:WBg '{,csWI3:,;';SWR;: ':'fF~:~;-:" ,7 ."~,,' -_;',A. ~/(:~ -::,}.''')"''':' ; ;':f:·, ' . , ,. : Lane Configurations , t r. , 7' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 I Total Lost Time (5) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (tt) 50 50 50 50 50 Trailing Detector (tt) 0 a 0 0 0 I Turning Speed (mph) 15 9 15 9 Lane Uti I. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.998 0.850 Fit Protected 0.950 0.950 I Satd. Flow (prot) 1770 1863 1859 0 1770 1583 Fit Permitted 0.380 0.950 Satd. Flow (perm) 708 1863 1859 0 1770 1583 I Right Turn on Red Yes Yes Satd. Flow (RTOR) 1 329 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 I Link Speed (mph) 30 30 30 Link Distance (tt) 3100 500 743 Travel Time (5) 70.5 11.4 16.9 Volume (vph) 226 269 257 4 1 303 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Fl ow (vph) 246 292 279 4 1 329 Lane Group Flow (vph) 246 292 283 0 1 329 I Turn Type custom Prot Protected Phases 5 2 6 4 Permitted Phases 2 4 Detector Phases 5 2 6 4 4 I Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (5) 8.0 20.0 20.0 20.0 20.0 Total Split (5) 28.0 64.0 36.0 0.0 36.0 36.0 I Total Split (%) 28.0% 64.0% 36.0% 0.0% 36.0% 36.0% Maximum Green (5) 24.0 60.0 32.0 32.0 32.0 Yellow Time (5) 3.5 3.5 3.5 3.5 3.5 I All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 LeadlLag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 • Recall Mode None None None Max Max Act Effct Green (5) 36.1 36.1 16.6 32.7 32.7 Actuated glC Ratio 0.47 0.47 0.22 0.42 0.42 I vic Ratio 0.45 0.33 0.71 0.00 0.38 Control Delay 14.5 13.1 38.5 19.0 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 14.5 13.1 38.5 19.0 4.0 I LOS 8 B 0 B A Approach Delay 13.7 38.5 4.0 Approach LOS B 0 A I Queue Length 50th (tt) 67 82 124 0 0 Queue Length 95th (tt) 109 128 225 4 57 Internal Link Dist (tt) 3020 420 663 I 2015 No Build Saturday Midday Peak Hour 1419 Wendy's Agawam Page 5 of 6 Conley Associates, Inc . • I I I I I I I I I I I I I I I I I I I 3: Springfield Sl & Mill St 8/4/2010 -- Synchro 6 Report Lanes, Volumes, Timings liiii"i:ie;G~6tJp;i.d{~:;':'i;;'''~%<EBt:\),'EB;r;.WBip;'~W:SJil}~\SWti/swg:£-,: ,,,,,,:',,,, , c,/:-';: ;.-,", ,'" '''':.,<~\',-;,-' :-",", -' Turn Bay Length (It) Base Capacity (vph) 608 1118 650 751 861 Starvation Cap Reductn 0 0 0 0 0 SpiJlback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced vic Ratio 0.40 0.26 0.44 0,00 0,38 InfetS_ecn0'ni5uriim®¥;~i:&~\~-:f.;~~N'";>;~:~:>-9:i:~:-i>~,(:~:\~.-~i'_~'~~,~!:~.~;c.:'~~ ~}5:k.';:~k-~~i~i:: .. :~; .~<~ ~'-i> , ~'-... ' .:~ v",:-[~~;~::,;~i;·~· 'l~;;_i:.~;~(:};>-?:.-; "' ----<--~. Area Type: Other Cycle Length: 100 Actuated Cycle Length: 77 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0,71 Intersection Signal Oelay: 17,1 Intersection LOS: B Intersection Capacity Utilization 39,6% ICU Level of Service A Analysis Period (min) 15 I St & Mill SI 2015 No Build Saturday Midday Peak Hour Page 6 of 6 1419 Wendy's Agawam Conley Associates, Inc, I 1: Mill SI & Westfield SI Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings .) "t .. -'-...., t ~ '. + .; -+ I t:aiie.BrOa'8'·';·,;2'i ,····./':'::;:EBt;;';EBit-"EBi;b~lwBItI~;W8jt;' WBR~\"~Bl!::,,,'NB;r·',·'NBRif SB"-' •• ~'SBT •• j $BR Lane Configurations of ~ .r. "I to "I t- Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 • Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4_0 4.0 4,0 4.0 Leading Detector (ft) 50 50 50 50 50 50 50 50 50 Trailing Detector (tt) 0 0 a 0 0 0 0 0 0 • Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Uti!. Factor 1,00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Frt 0_850 0,970 0,966 0_976 Fit Protected 0,992 0,992 0.950 0,950 • Satd. Flow (prot) a 1848 1583 a 1792 a 1770 1799 a 1770 1818 0 Fit Permitted 0.831 0_822 0,177 0.381 Satd, Flow (perm) 0 1548 1583 0 1485 0 330 1799 a 710 1818 0 I Right Turn on Red Yes Ye s Yes Yes Satd. Flow (RTOR) 199 18 17 8 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1.00 I Link Speed (mph) 30 30 30 30 Link Distance (tt) 500 530 400 400 Travel Time (s) 11,4 12,0 9.1 9,1 Volume (vph) 44 216 269 94 331 122 441 363 107 146 239 45 I Peak Hour Factor 0.92 0,92 0.92 0,92 0.92 0.92 0,92 0.92 0,92 0.92 0,92 0,92 Adj, Flow (vph) 48 235 292 102 360 133 479 395 116 159 260 49 Lane Group Flow (vph) 0 283 292 0 595 0 479 511 0 159 309 0 I Turn Type Perm pm+ov Perm pm+pt pm+pt Protected Phases 2 3 6 3 8 7 4 Permitted Phases 2 2 6 8 4 Detector Phases 2 2 3 6 6 3 8 7 4 I Minimum Initial (5) 8,0 8,0 8,0 8,0 8.0 8,0 8,0 8.0 8.0 Minimum Split (s) 21.0 21.0 13,0 21.0 21.0 13.0 21,0 13.0 21.0 Total Split (s) 46,0 46,0 30,0 46,0 46,0 0.0 30.0 41,0 0,0 13,0 24,0 0,0 I Total Split (%) 46,0% 46,0% 30,0% 46'.0% 46,0% 0.0% 30.0% 41.0% 0.0% 13.0% 24.0% 0.0% Maximum Green (5) 41.0 41 .0 25.0 41.0 41.0 25,0 36,0 8.0 19.0 Yellow Time (s) 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 I All-Red Time (5) 1.0 1.0 1,0 1,0 1,0 1.0 1.0 1.0 1.0 Lead/Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (5) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 I Recall Mode Max Max None Max Max None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (5) 11.0 11.0 11.0 11.0 11 .0 11 ,0 I Pedestrian Calls (#/hr) a 0 a 0 0 0 Act Elfct Green (5) 42.1 70,7 42,1 47.6 34.5 28.0 19_0 Actuated glC Ratio 0,43 0.72 0,43 0,49 0.35 0.29 0,19 vic Ratio 0,42 0.24 0.92 0,92 0.79 0,53 0.86 I Control Delay 22.6 2.0 47.3 48.2 37.3 23.6 61.0 Queue Delay 0.0 0.0 0.0 0,0 0,0 0.0 0,0 Total Delay 22.6 2.0 47.3 48.2 37.3 23.6 61 .0 I LOS C A D 0 0 C E Approach Delay 12.1 47.3 42_6 48.3 Approach LOS B 0 0 0 I 2015 Build Weekday PM Peak Hour 1419 Wendy's Agawam Page 1 of 6 Conley Associates , Inc, • I I I I I I I I I I I I I I I I I I I 1: Mill SI & Westfield SI 8/4/2010 Synchro 6 Report Lanes, Volumes, Timings Queue Length 50th (ft) 125 15 347 235 272 53 186 Queue Length 95th (ftl 197 38 #576 #423 402 91 #330 Internal Link Dist (ftl 420 450 320 320 Turn Bay Length (ftl Base Capacity (vph) Starvation Cap Reductn Spill back Cap Reductn Storage Cap Reductn Reduced vic Ratio Area Type: Other Cycle Length: 100 Actuated Cycle Length: 97.7 Natural Cycle: 75 667 o o o 0.42 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.92 1205 o o o 0.24 650 o o o 0.92 537 0 0 0 0.89 Intersection Signal Delay: 38.0 Intersection LOS: D Intersection Capacity Utilization 96.9% leu Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Mill St & Westfeld St 2015 Build Weekday PM Peak Hour Page 2 of 6 676 0 0 0 0.76 301 375 0 0 0 0 0 0 0.53 0.82 1419 Wendy's Agawam Conley Associates, Inc. I 2: Springfield St & S&S Drive Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings .J-" ~ -~ ~ t ~ \. J. ..; -I t:aile::GrOu~ •. ·.·~J "';)':";.'" 3EB";"';:ES;r;-.l EBR{.;\WaL,,/.Wa-w, .WBFt>,'.~BL;.:NBF,;I\IBHY;:;SBto:,·.SaT '·.·:SBR Lane Configurations 'i t ~ " + r' 4-4' r' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (It) 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (It) a 0 0 0 a 0 a 0 a a 0 I Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.916 0.850 Fit Protected 0.950 0.950 0.984 0.950 I Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 0 1679 0 0 1770 1583 Fit Permitted 0.255 0.384 0.979 0.733 Satd. Flow (perm) 475 1863 1583 715 1863 1583 0 1670 0 0 1365 1583 I Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 13 33 23 70 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I link Speed (mph) 30 30 30 30 Link Distance (It) 470 3100 400 400 Travel Time (s) 10.7 70.5 9.1 9.1 Volume (vph) 117 350 12 15 442 30 11 2 21 58 0 64 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 127 380 13 16 480 33 12 2 23 63 0 70 Lane Group Flow (vph) 127 380 13 16 480 33 0 37 0 0 63 70 I Turn Type pm+pt pm+ov pm+pt pm+ov pm+pt pm+pt pm+ov Protected Phases 5 2 3 1 6 7 3 8 7 4 5 Permitted Phases 2 2 6 6 8 4 4 Detector Phases 5 2 3 1 6 7 3 8 7 4 5 I Minimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Minimum Split (s) 12.0 20.0 12.0 12.0 20.0 12.0 12.0 20.0 12.0 20.0 12.0 Total Split (5) 17.0 44.0 16.0 16.0 43.0 16.0 16.0 24.0 0.0 16.0 24.0 17.0 I Total Split (%) 17.0% 44.0% 16.0% 16.0% 43.0% 16.0% 16.0% 24.0% 0.0% 16.0% 24.0% 17.0% Maximum Green (5) 13.0 40.0 12.0 12.0 39.0 12.0 12.0 20.0 12.0 20.0 13.0 Yellow Time (5) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 I All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 I Recall Mode None None None None None None None Max None Max None Walk Time (s) 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11 .0 11.0 I Pedestrian Calls (#/hr) 0 0 a 0 Act Effct Green (s) 33.2 31.2 43.7 28.0 22.1 34.6 23.5 25.3 36.6 Actuated glC Ratio 0.47 0.46 0.57 0.36 0.33 0.46 0.35 0.37 0.52 vic Ratio 0.31 0.44 0.01 0.04 0.79 0.04 0.06 0.12 0.08 I Control Delay 10.8 14.5 4.2 11.3 31 .8 4.2 13.1 19.3 4.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.8 14.5 4.2 11 .3 31.8 4.2 13.1 19.3 4.5 I LOS B B A B C A B B A Approach Delay 13.3 29.4 13.1 11.5 Approach LOS B C B B I 2015 Build Weekday PM Peak Hour 1419 Wendy's Agawam Page 3 of 6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 2: Springfield SI & S&S Drive 8/4/2010 --t Synchro 6 Report Lanes, Volumes, Timings Lans\GrciuB", " :c":--:;' j",,::: '!"'EBL '·riEB;F"'"'EBR.dWBL'~'WaT':',\lltB~"" 'NBI.;·/,NSlI·,,;:;"NBR,,· ,SBl.. ",,'SB:J;.·,,;;'SBR Queue Length 50th (It) 21 73 0 3 159 0 4 17 0 Queue Length 95th (It) 58 230 8 12 338 14 27 56 27 Internal Link Dist (It) 390 3020 320 320 Turn Bay Length (tt) Base Capacity (vph) 464 1028 936 445 886 794 594 525 840 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spill back Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced vic Ratio 0.27 0,37 0.01 0.04 0.54 0.04 0.06 0.12 0.08 IHteiieet1;o'iii~~IlJmim:ciryf!#?'.'::FS~;1':4~e,'_:;~~3i~ :';;·.·t~:J~;;·C~ih?N;:~:')f~;-.~(·i?f::¢~:,~tEMJ~h:;:?t:-:_Y.;:K;~:.::,~\M,::':'i;da~{}hf~WJ;-:~:#:,~;:j~S:,[:;',;i7I;-'~-_\t~,~:':~:;i~t':,i;,l:E,';D",:?j:'~;::" Area Type; Other Cycle Length: 1 00 Actuated Cycle Length: 67,7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.79 Intersection Signal Delay: 20.1 Intersection LOS: C Intersection Capacity Utilization 48.6% ICU Level of Service A Analysis Period (min) 15 2: St & S&S Drive 2015 Build Weekday PM Peak Hour Page 4 of 6 1419 Wendy's Agawam Conley Associates , Inc, • 3: Springfield St & Mill St Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings ...:If -l!... ~ ~ -I taneGrou2; ,,' EBt,-EST ' WBT: WBR SWt:. ,SWR , Lane Configurations "'i t 1+ "'i r' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (ft) 50 50 50 50 50 Trailing Detector (ft ) 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 I Lane Uti!. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.999 0.850 Fit Protected 0.950 0.950 I Satd, Flow (prot) 1770 1863 1861 0 1770 1583 Fit Permitted 0.277 0.950 Satd. Flow (perm) 516 1863 1861 0 1770 1583 • Right Turn on Red Yes Yes Satd. Flow (RTOR) 330 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 I Link Distance (ft) 3100 500 743 Travel Time (s) 70.5 11,4 16.9 Volume (vph) 241 297 382 3 5 304 • Peak Hour Factor 0,92 0.92 0.92 0,92 0.92 0.92 Adj. Flow (vph) 262 323 415 3 5 330 Lane Group Flow (vph) 262 323 418 0 5 330 • Turn Type custom Prot Protected Phases 5 2 6 4 Permitted Phases 2 4 Detector Phases 5 2 6 4 4 I Minimum Initial (5) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20,0 20.0 20,0 20.0 Total Split (s) 26,0 67.0 41.0 0,0 33,0 33.0 I Total Split (%) 26,0% 67.0% 41.0% 0.0% 33.0% 33.0% Maximum Green (5) 22.0 63.0 37.0 29.0 29.0 Yellow Time (5) 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 05 0,5 0.5 I Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension (5) 3,0 3.0 3.0 3,0 3,0 • Recall Mode None None None Max Max Act Effct Green (s) 43.0 43.0 22.8 29.7 29.7 Actuated glC Ratio 0.53 0.53 0.28 0.37 0.37 I vic Ratio 0.50 0,33 0.80 0.01 0.42 Control Delay 13.1 10.9 39.3 22.4 4.8 Queue Delay 0.0 0,0 0.0 0,0 0.0 Total Delay 13.1 10.9 39.3 22.4 4.8 I LOS B B 0 C A Approach Delay 11 .9 39.3 5.1 Approach LOS B 0 A • Queue Length 50th (ft) 66 84 195 2 0 Queue Length 95th (ft) 105 129 317 11 62 Internal Link Dist (ftl 3020 420 663 • 2015 Build Weekday PM Peak Hour 1419 Wendy's Agawam Page 5 of 6 Con ley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 3: Springfield St & Mill St 8/4/2010 -.:It LarieGroup ... ESL Turn Bay Length (It) Base Capacity (vph) 579 StaNation Cap Reductn 0 Spill back Cap Reductn 0 Storage Cap Reductn 0 Reduced vic Ratio 0.45 Interseciion. Summary.' Area Type: Other Cycle Length: 100 Actuated Cycle Length: 80.9 Natural Cycle: 55 -. EST 11 74 0 0 0 0.28 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.80 Intersection Signal Delay: 18.7 Intersection Capacity Utilization 47.0% Analysis Period (min) 15 - WST· 731 0 0 0 0.57 and Phases: 3: St & Mill St 2015 Build Weekday PM Peak Hour Page 6 of 6 ~ ~ -./ WSR. SWL SWR 65 1 791 0 0 0 0 0 0 0.01 0.42 Intersection LOS: B leu Level of SeNice A Synchro 6 Report Lanes. Volumes. Timings 1419 Wendy's Agawam Conley Associates. Inc. • 1: Mill St & Westfield St Synchro 6 Report I 8/4/2010 Lanes, Volumes. Timings ,) "t .f -'-"\ t ~ \. ~ .; -I lane· Graue . EBL EBT EBR . WBL. WBT WBR NBl ·NBT NB.R SBL SBT SBR Lane Configurations of ~ 4-1j ~ 1j f- Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (It) 50 50 50 50 50 50 50 50 50 Trailing Detector (It) 0 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 I Lane Uti!. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.967 0.937 0.973 Fit Protected 0.993 0.988 0.950 0.950 • Satd. Flow (prot) 0 1850 1583 0 1780 0 1770 1745 a 1770 1812 a Fi t Permitted 0.871 0.756 0.232 0.325 Satd. Flow (perm) 0 1622 1583 0 1362 a 432 1745 0 605 1812 0 I Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 233 25 35 10 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 I Link Distance (It) 500 530 400 400 Travel Time (5) 11.4 12.0 9.1 9.1 Volume (vph) 43 264 214 138 301 141 214 180 132 156 225 50 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 47 287 233 150 327 153 233 196 143 170 245 54 Lane Group Flow (vph) 0 334 233 0 630 0 233 339 0 170 299 0 I Turn Type Perm pm+ov Perm pm+pt pm+pt Protected Phases 2 3 6 3 8 7 4 Permitted Phases 2 2 6 8 4 Detector Phases 2 2 3 6 6 3 8 7 4 I Minimum In itial (5) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Minimum Split (5) 21.0 21.0 13.0 21.0 21.0 13.0 21.0 13.0 21.0 Total Split (5) 57.0 57.0 17.0 57.0 57.0 0.0 17.0 30.0 0.0 13.0 26.0 0.0 I Total Split (%) 57.0% 57.0% 17.0% 57.0% 57.0% 0.0% 17.0% 30.0% 0.0% 13.0% 26.0% 0.0% Maximum Green (5) 52.0 52.0 12.0 52.0 520 12.0 25.0 8.0 21.0 Yellow Time (5) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (5) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 I Leadl Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (5) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 I Recall Mode Max Max None Max Max None None None None Walk Time (5) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (5) 11.0 11.0 11.0 11.0 11.0 11 .0 I Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effet Green (5) 53.1 69.6 53.1 35.7 23.2 28.7 19.7 Actuated g/C Ratio 0.55 0.72 0.55 0.37 0.24 0.29 0.20 vic Ratio 0.38 0.19 0.83 0.71 0.77 0.59 0.80 I Control Delay 14.8 1.1 30.5 34.6 43.1 31.1 52.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.8 1.1 30.5 34.6 43.1 31.1 52.4 • LOS B A C C D C D Approach Delay 9.2 30.5 39.6 44.7 Approach LOS A C D D I 2015 Build Saturday Midday Peak Hour 1419 Wendy's Agawam Page 1 of 6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 1: Mill St & Westfield St 81412010 -t Synchro 6 Report Lanes, Volumes, Timings Queue Length 50th (tt) 120 0 319 103 177 72 172 Queue Length 95th (tt) 184 20 #558 #167 278 121 #288 Internal Link Dist (tt) 420 450 320 320 Turn Bay Length (tt) Base Capacity (vph) Starvation Cap Reducln Spillback Cap Reductn Storage Cap Reductn Reduced vic Ratio Area Type: Other Cycle Length: 100 Actuated Cycle Length: 97.3 Natural Cycle: 75 885 o o o 0.38 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.83 1200 o o o 0.19 755 o o o 0.83 338 480 o 0 o 0 o 0 0.69 0.71 Intersection Signal Delay: 30.4 Intersection LOS: C Intersection Capacity Utilization 88.4% leu Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum atter two cycles. 1: Mill St & Westfield 2015 Build Saturday Midday Peak Hour Page 2 of 6 286 408 o 0 o 0 o 0 0.59 0.73 1419 Wendy's Agawam Conley Associates, Inc. I 2: Springfield St & S&S Drive Synchro 6 Report 8/4/2010 Lanes, Volumes, Timings I ./ -+ , ~ -"-..., t I'" .... + .; I LailecGrciai!3b.'<3 ,C{>c'·. ·.E;BIi~~,iEBr.~~~EBB1\WBt-" i< waT~:J:wBR:?c~NB t::\/J,'1)lBT.'Y NBR::A·SBb. .$EtF 'SBR Lane Configurations ~ t 7' ~ t 7' .;. 4' 7' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (ft) 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 a 0 0 0 0 0 0 a 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 I Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.955 0.850 Fit Protected 0.950 0.950 0.968 0.950 I Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 0 1722 a a 1770 1583 Fit Permitted 0.179 0,460 0.756 Satd. Flow (perm) 333 1863 1583 857 1863 1583 a 1779 a a 1408 1583 Right Turn on Red Yes Yes Yes Yes I Said. Flow (RTOR) 1 37 1 61 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 I Link Distance (ft) 470 3100 400 400 Travel Time (s) 10.7 70.5 9.1 9.1 Volume (vph) 200 344 1 2 533 34 2 0 1 84 0 56 • Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 217 374 1 2 579 37 2 a 1 91 a 61 Lane Group Flow (vph) 217 374 1 2 579 37 a 3 a a 91 61 Turn Type pm+pt pm+ov pm+pt pm+ov pm+pt pm+pl pm+ov I Protected Phases 5 2 3 1 6 7 3 8 7 4 5 Permitted Phases 2 2 6 6 8 4 4 Detector Phases 5 2 3 1 6 7 3 8 7 4 5 I Minimum Initial (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 B.O 8.0 Minimum Split (s) 12.0 20.0 12.0 12.0 20.0 12.0 12.0 20.0 12.0 20.0 12.0 Total Split (s) 18.0 50.0 14.0 14.0 46.0 14.0 14.0 22.0 0.0 14.0 22.0 18.0 Total Split (%) 18.0% 50.0% 14.0% 14.0% 46.0% 14.0% 14.0% 22.0% 0.0% 14.0% 22.0% 18.0% I Maximum Green (s) 14.0 46.0 10.0 10.0 42.0 10.0 10.0 18.0 10.0 18.0 14.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 I Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle E;xtension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 • Recall Mode None None None None None None None Max None Max None Walk Time (5) 5.0 5.0 5.0 5.0 Fiash Dont Walk (5) 11 .0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 I Act Elfct Green (s) 44.8 42.9 54.9 36.7 28.3 40.6 20.5 24.6 39.8 Actuated g/C Ratio 0.57 0.55 0.62 0.42 0.36 0.49 0.26 0.31 0.51 vic Ratio 0.53 0.37 0.00 0.00 0.86 0.05 0.01 020 0.07 I' Control Delay 13.2 12.5 6.0 9.5 37.6 3.7 23.7 23.8 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.2 12_5 6.0 9.5 37.6 3.7 23.7 23.8 5.3 I LOS B B A A 0 A C C A Approach Delay 12.8 35.5 23.7 16,4 Approach LOS B 0 C B I 2015 Build Saturday Midday Peak Hour 1419 Wendy's Agawam Page 3 of6 Conley Associates, Inc. • I I I I I I I I I I I I I I I I I I I 2: Springfield St & S&S Drive 8/4/2010 +-t Synchro 6 Report Lanes, Volumes , Timings Queue Length 50th (ft) 55 104 0 1 292 0 1 35 0 Queue Length 95th (ft) 89 214 2 3 424 14 7 79 26 Internal Link Dist (ft) 390 3020 320 320 Turn Bay Length (ft) Base Capacity (vph) 445 1092 999 473 864 809 464 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 a 0 0 0 0 0 Reduced vic Ratio 0.49 0.34 0.00 0.00 0.67 0.05 0.01 Area Type: Other Cycle Length: 100 Actuated Cycle Length: 78.6 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.86 Intersection Signal Delay: 23.5 Intersection Capacity Utilization 55.8% Analysis Period (min) 15 2: St & S&S Drive 2015 Build Saturday Midday Peak Hour Page 4 of 6 Intersection LOS: C leu Level of Service B 460 813 a 0 o a o 0 0.20 0.08 1419 Wendy's Agawam Conley Associates, Inc. I 3: Springfield SI & Mill St Synchro 6 Report I 8/4/2010 Lanes, Volumes, Timings -t. '-,./ .J -I l:arieGrou~ EBl ·.EBT WBr: .WBR 'SWL ,:SWR Lane Configurations 'I t r. "i r' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 I Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (It) 50 50 50 50 50 Trailing Detector (It) 0 0 0 0 a I Turning Speed (mph) 15 9 15 9 Lane Uti I. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.998 0.850 I Fit Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1859 0 1770 1583 Fit Permitted 0.369 0.950 Satd. Flow (perm) 687 1863 1859 a 1770 1583 I Right Turn on Red Yes Yes Satd. Flow (RTOR) 337 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 I Link Speed (mph) 30 30 30 Link Distance (It) 3100 500 743 Travel Time (s) 70.5 11.4 16.9 Volume (~ph) 237 281 265 4 1 310 I Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 258 305 288 4 1 337 Lane Group Flow (vph) 258 305 292 0 1 337 I Turn Type custom Prot Protected Phases 5 2 6 4 Permitted Phases 2 4 I Detector Phases 5 2 6 4 4 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 20.0 20.0 Total Split (s) 28.0 64.0 36.0 0.0 36.0 36.0 I Total Split (%) 28.0% 64.0% 36.0% 0.0% 36.0% 36.0% Maximum Green (5) 24.0 60.0 32.0 32.0 32.0 Yellow Time (5) 3.5 3.5 3.5 3.5 3.5 I Ail-Red Time (s) 0.5 0.5 0.5 0.5 0.5 LeadlLag Lead Lag Lead-Lag Optimize? Yes Yes Vehicle Extension (5) 3.0 3.0 3.0 3.0 3.0 I Recall Mode None None None Max Max Act Elfct Green (5) 37.2 37.2 17.1 32.7 32.7 Actuated glC Ratio 0.48 0.48 0.22 0.42 0.42 I vic Ratio 0.47 0.34 0.72 0.00 0.39 Control Delay 14.6 13.1 39.1 19.0 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 I Total Delay 14.6 13.1 39.1 19.0 4.1 lOS B B 0 B A Approach Delay 13.8 39.1 4.1 Approach lOS B 0 A I Queue Length 50th (It) 71 86 131 0 0 Queue length 95th (It) 114 134 232 4 57 Internal link Dist (It) 3020 420 663 I 2015 Build Saturday Midday Peak Hour 1419 Wendy's Agawam Page 5 of 6 Conley ASSOCiates, Inc. I I I I I I I I I I I I I I I I I I I I 3: Springfield St & Mill St 81412010 -- laneGraup . ESL , EST WST · WSR SWL' SWR ' 608 1118 o 0 o 0 o 0 Turn Bay Length (tt) Base Capacity (vph) Starvation Cap Reductn Spill back Cap Reductn Storage Cap Reductn Reduced vic Ratio 0.42 0,27 I nteiseCtion: SummarY., , .• Area Type: Other Cycle Length: 100 Actuated Cycle Length: 78 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum vic Ratio: 0.72 Intersection Signal Delay: 17.3 Intersection Capacity Utilization 40.7% Analysis Period (min) 15 646 0 0 0 OA5 i · , and Phases: 3: St & Mill St 2015 Build Saturday Midday Peak Hour Page 6 of 6 742 859 0 0 0 0 0 0 0.00 0.39 ,~' Intersection LOS: B ICU Level of Service A Synchro 6 Report Lanes, Volumes, Timings 1419 Wendy's Agawam Conley Associates. Inc. I I I I I I • I I .' I • I • • .' • I I 4: Springfield SI & Wendy's Dr 8/4/2010 - Lane Sign Control Free Grade 0% Volume (veh/h) 40 441 Peak Hour Factor 0,92 0.92 Hourly flow rate (vph) 43 479 Pedestrians Lane Width (tt) Walking Speed (It/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (tt) 530 pX, platoon unblocked 0.76 'Ie, conflicting volume 597 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 468 te, single (5) 4.1 tC, 2 stage (s) tF (s) 2.2 pO queue free % 95 cM capacity (veh/h) 829 523 Volume Lett 43 Volume Right a cSH 829 Volume to Capacity 0,05 Queue Length 95th (tt) 4 ControIDelay(s) 1.4 Lane LOS A - Free 0% 508 0.92 552 470 41 41 a 229 0.18 16 24,1 C Approach Delay (s) 1.4 0,0 18,7 Approach LOS C Stop 0% 41 38 0.92 0.92 45 41 None 0,82 1141 936 6.4 3.5 82 229 Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis 39 0,92 42 0.76 574 439 6,2 3,3 91 469 '~. _. .. """"':'''''< .• =.'''''''''''''''''.'~''' .'" '. ""'''!''''''''~'''' .,. '!\''''''A'''''''''_'''''_=''''''~"'~'''';'''"_'''''''''''''''~'''.~. .,. "m"""" "o,e.""",,,,,,,,,,,,,,·"",K ... "" ...• , •• liiehe~rif31l~~;j~~~~~'~&--\'~~l~~f~J~~Jf!i~~:wfJm.~~;&~~g~~,~ii,~ Average Delay 1.9 Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 2015 Build Weekday PM Peak Hour Page 1 of 1 1419 Wendy's Agawam Conley Associates, Inc. I I I I I I I I I I I I I I I I I I I 4: Springfield St & Wendy's Dr 8/4/2010 -- Synchro 6 Report HCM Unsignalized Intersection Capacity Analysis Lane Configurations <t 10 ., rt Sign Control Free Free Stop Grade Volume (vehlh) 28 Peak Hour Factor 0.92 Hourly flow rate (vph) 30 Pedestrians Lane Width (tt) Walking Speed (fils) Percent Blockage Right turn fiare (veh) Median type Median storage veh) Upstream signal (tt) pX, platoon unblocked vC, confiicting volume vC 1, stage 1 coni vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (5) tF (s) pO queue free % cM capacity (veh/h) Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (tt) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Average Delay 0.70 643 492 4.1 2.2 96 752 600 30 0 752 0.04 3 1.1 A 1.1 Intersection Capacity Utilization Analysis Period (min) 0% 0% 524 564 28 0.92 0.92 0.92 570 613 30 530 643 0 30 1700 0.38 0 0.0 0.0 470 28 28 0 182 0.16 13 28.4 D 21.3 C 1.4 60.4% 15 28 0 28 416 0.07 5 14.3 B 2015 Build Saturday Midday Peak Hour Page 1 011 0% 26 26 0.92 0.92 28 28 None 0.77 0.70 1259 628 1066 470 6.4 6.2 3.5 3.3 84 93 182 416 ICU Level of Service B 1419 Wendy's Agawam Conley Associates, Inc. OLD 1340 Springfield Street Agawam, Massachusetts APPLICANT: Wendy's International, Inc. 3 Carlisle Road, Suite 250 Westford, MA 01886 OWNER: Coyote Realty, Inc. 7 Mosher Street West Springfield, MA 01089 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD _._---- EAST WINDSOR, CONNEClICUT 06088 (860) 623-0569 FAX: (860) 623-2485 SITE Location Map Approximate Scale: 1 inch =' 500 feet DRAWING INDEX SHEET TITLE SHEET NO. LA TEST REVISION CIVIL COVER SHEET· . . . . . . . . . . . . . . . . . .. ...... 1 of 8 EXISTING CONDITIONS/DEMOLITION PLAN· ............ ·2 of 8 LAYOUT PLAN· . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ..... 3 of 8 GRADING & UTILITY PLAN· ........................ ·4 of 8 - - - - LANDSCAPE & LIGHTING PLAN . . . . . 5 of 8 DETAIL SHEET . . . . . . . . . . . . . . . . . .. .. . .. 6 of 8 DETAIL SHEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 of 8 DETAIL SHEET . . . . . . . . . . . . . . . . . . . . . . . . 8 of 8 ARCHITECTURAL ELEVATIONS· . . . . . . . . . . . . . . .... ··1 of 1 PHOTOMETRIC PLAN· ............................. ' . 1 of 1 8-04-10 7-20-10 7-29-10 7-20-10 ---.- 8-04-10 7-29-10 8-04-10 7-20-10 3-1-10 8-04-10 • 0.0 • 0.0 ----.~--- Luminaire Schedule Symbol Qty Label Arrangement 2 PL1 BACK-BACK 9 PL4 SINGLE --. ---------------0.0 0.1 Calculation Summary Units Label 0.1 0.1 • 0.1 + 0.1 • 0.1 0.1 CalcType --Calcpts 1 Illuminance Fc 0.2 SPILL 0.0 • 0.1 b .1 • 0.1 b .1 + 0.1 b.1 0.2 + 0.2 0.2 Illuminance Fc • 0.0 + 0 .1 b .1 '0.1 '0.1 + 0.2 0.2 b.2 0.2 '0.2 b.2 0.2 + 0.3 0.3 + 0.3 b.3 NOTE: PERIMETER/FIXTURES TO BE EQUIPPED WITH REAR '0.3 0.2 b.2 SHIELDS. 0.3 b .l 0.1 b.1 0.1 b.2 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.4 b.5 0.5 0.5 0.5 0.5 b.4 0.3 b.3 b.l '0.0 0 .0 --- b. • .0 .0 -__ ~b~.::0.J b. 0 + 0.0 • 0.0 0.0 0.0 • 0.0 b.o 0.0 + 0.0 0.0 0.0 0.0 + 0.0 + -0-,0 0.0 0.0 ""0.0 b .0 • 0.0 + 0.0 + 0.0 '0 .0 0.0 + 0 .0 + 0.0 0.0 --- + 0.1 0.1 0.0 b .1 0.0 + 0 .1 b.o • 0.1 + 0.0 0.0 b.l 0.1 0.1 b.1 + + 0.1 0.2 b.1 '0.1 0.2 0.3 + + 0.1 0.1 b.1 b.2 0.2 0.3 0.4 /0.6 b.4/ 0.7 b.6 0.7 + 0 .7 + 1.1 i.o i.7 + 2. i .2 2.3 0.1 '0 .1 0.2 0.3 0.8 i .4 2 .6 0.1 0.1 0.1 + 0.2 b.3 b.9 i.7 0.1 0.1 0.2 0.3 + 0.4 i.2 2.1 4.5 b.l b.2 • 0.2 b.3 0.' 0.9 1.6 • 6.0 b.1 b.l b.2 0.3 0.5 0/8 i.3 2.0 '0.1 ~~~~_:_ /1.1 \>.4 b.s l i.4 \.9 b.2 i.6 'i.4 i.8 'i.2 + 0 .1 0.1 '0.2 U.5 '0.1 b.l '0.3 0.5 .6 4.3 5.3 / 0 .1 0.2 0.3 0.9 .9 6.4 7.7 I b.1 0.2 1.2 8.2 iO.8 0.1 '0.2 + 1.8 8.4 iO.l + 0.0 0.0 b.1 0.1 b.3 3. • 9 .7 '0.0 '0 .1 0.1 + 0.1 '0.3 / i.o '7.9 9.5 12.2 9.v~~v "0.0 + 0.1 b.l i.5 .4 '7.4 + 9 .8 i1.0 9.3 b.o b.l b .1 .6 i. 5 • 8.4 i1.3 iO.5 7.4 0.1 + 0 .1 0.1 + 10.3 8 .9 6. b.l b.l + 0.1 7.9 + 6.B 0.1 + 0.1 0.2 k. i.l 0.1 0.1 o.J + 8.6 7.1 0.0 5.2 5.7 's.2 8.0 '7.3 b.o 3.5 3.B · 3 .8 6.1 5.6 0.0 PL4 - 0.0 - -I -0.0 - b.o b.o '0.1 0.1 0.2 0.3 b.4 0.5 0.5 • 0 .• 0.3 ---.-~'--- b.1 b.l b.l b.l b.l --=::~=::=::-~~~:=-~=-::~.~'~,~,=======~ ._--_A ' .. _---_._---- 0.7 + 6.0 + 0.8 0.9 + 0.7 + 0.7 b.8 b.8 b.8 b.8 b.6 2.0 i .• i.3 i.3 + 1.3 3.2 2.3 .2.1 ., • 6 + 0.4 il.S i2.2 13.2 i 3.5 10.7 ~ . B i4 .1 ·-~~~-~~--·lS·:--9·~_.16.o Vltt3 i·1.2 +14.1 -...... ~.,-. ~~~tf;i~~~ • • 16 .Ht§.O.l _~ i6.5 8.9 7.0 + 6. i7.4 , i8.1 \20 .0 \ 2f.2 i i 9 .4 i1.3 15.3 fll.O / I 6.2 8.0 i1.6 / i6.8 / 5 .0 5.0 7.0 i01~ i3.7 ; + 13.7 + I 'L l i6.3 *23.5 4.3 4.B 7.8 '1.7 i6.6 i4~:.!>.v.-<"'CJ 8.3 8 .4 '7.1 7.5 -- '~.". ! 3 8.6 7.2 8.4 + 9.5 + 9.3 .• 0.2 ... r. 8.2 /13.7 i / ~l.3! i2.1 I . 5.4 s} 12.9 ( 6. B io.7 i3. 9 12,.;lv .. -hr:2;r, ! i '7. 6 ! 12.0 13. 6 ).l,..J}-~·9 ,. '/I 6.4 10.4 '8 .5 1 0.6 i1.9 .2 + 1.5 i o .• 1.2 '0.8 9.5 7.2 0.5 b.1 0.2 0.1 0.2 b.l b.1 0 .0 '0 .0 b .1 '0.1 i.o b .9 • 0.7 + 0.5 0.4 '0.3 0.2 • 0.2 0.0 • 0 .0 '0.7 b.6 0.5 • 0.3 + 0.1 .1 0.0 + 0.0 1.2 0.9 + 0.7 0 .5 b.1 0.1 0.0 b.o 1.9 • 1.4 b.3 '0.1 b.1 + 0.0 b.o 2.4 '0.2 '0.1 b .o + 3 .9 O.S 0.2 + 0.1 + 0.1 5.' b.7 0.4 0 .2 b.1 i.9 i .0 1i.5 + 0.3 b.1 'i. 1 i .0 '0.5 b.3 + 0.2 i.8 b.9 0.5 0.3 1.3 1i.6 b.4 + 0.2 'i.4 0.9 0.5 0.3 0.2 i .9 0.8 0.4 + 0.2 0.1 + 1.6 '0.7 0.3 0.2 0.1 i .2 0.5 0.3 0.2 b.9 0.4 + 0.2 + 0.1 + 1.3 b.6 '0.3 • 0.2 b.1 0.7 0.3 '0.2 0.1 0.1 0.5 b.2 0.1 b .l i.o '0.3 0.1 + 0.1 b.l '0.6 0.2 '0.1 b.1 '0.0 b.s '0.2 • 0 .1 0.1 0.3 0.1 + 0.1 + 0.1 0.3 0.1 0.1 • 0.0 0.3 + 0.1 '0.1 '0.2 '0.1 • 0 .1 + 0.2 '0.1 + 0.1 '0.2 0.1 • 0.1 0 .2 0.1 + 0.1 b.1 0.1 0.0 0.0 + 0.0 GRAPHIC SCALE ~ 0 10 ~ ~ ~ ~I _.-~-~~I~! !~~~~~I ( IN FEET ) 1 Inch ~ 20 tL Total 82000 82000 Avg 10.10 0.68 Lamp Lumens LLF Description 0.720 MSV-x-P75-H3-F-HS 0.720 MSV-x-P75-V4-F-FGGS2 Max Min Avg/Min Max/Min 23.5 2.4 4.21 9.79 7.9 0.0 N.A. N.A. !l.! rAe Photometric Plan Wendy's Restaurant 1340 Springfield Street Agawam. Massachusetts Prepared For Wendy's International, Inc . 3 Carlisle Road. Suite 205 Westford. Massachusetts 01886 Land Surveyors & Professional Engineers 1 SHOHAU ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (8BO) 623-2485 ~ ~ SHEET 7 '~20' 8-04-70 1 of 7 CHECKED .J£U NO. 2010-022 ______________________________________________________ ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------·----1 ," ----------------------------------I 1 I I~ I , :l:! 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"'FlJIIII.I:.lI<eiCENT--~ LlalT EJ,A){) ERICK VBUR CUSTCM LIGHT fIXTURE 5fE DErAIL C1flDlD_=:=:::::::---.... 4 SHEEr 13· Ql1WID STeM: CCI.LM4 -STEX-I-___ _ I REAR 8 EVATICN SCNE, \4" • I I -C' r 11 H' \ IH r;llt t tt l::: l::: l::: F F t jlH t rt I I'iI'U TILE --- \ 4' ERICK \IE'HR lit Qua1ity is UurR ,t-,H IH H IH H ,H ./ (I·/:)' YlAl.L fiLE PANTED i"ETAl ---'~COI"'.,~U>f' -PAlNf I~,== I c- 1- rt 1'1:> lfu IIHM liH tI 1\ i I '"' !!!lit I I r ;j I IH ;j I M -l;tIT .Iflli URI' 9 E sra: 13 C .y is Our 1\ ~ "t---- I = \ \\ERk~VBeR M H M 'H tI rt t rt rt M tI !!!I HI'" ,.. IH tI It j rtH tI \ t M H n '3; J-' j\ 1° t ;j I H I "QllLl<fD STGN: CClIMl -STEX-I \ / FRCNT 8 EVATICN 5CAlE, \4' ·\'-0' 2'-0' 2' (J' t H H / t i rH t i t i Ql1WID STeM: CQ\Ml -STEX-I N?TE, A lTENTlON ALL BIDDERS REFER TO Ji'ENDY'S APPROVED 5UPPLIER LIST ON SHEET S-4 TO OBTAIN NATIONAL ACGCXm PHCNE HJMBER5 AND CONTACTS I 66I3<AI.. CONTRACTCR SHA\.L SEAl N.L EXlCRIOR I'iI'U AND RIXf' FeEI1<ATIC16 AND J?INfS Bffi'£EN LEFI SIDE FI EV ATICN OISSli'1ILAR MA1ERIALS TO ItaRE A CCWlElaY i'EATHER-TIGHT SEAL UXATIC16 CF ~IAL ImffifST I'tIICH RE:>I.IIRE ~ 11tWJE, BJr ARE fVT LIMITED TO, L1alT FIXIl!<E M:;U\TS, DXR AND Iill(U'l Fl<AM3, SERIES " FASCIA EtISES, SIG\'IA6E M:;U\TS, WlWIT FeEI1<A1lCNS, ~, B.ECTRICAL CVTl.ErS, HOSE BIBS, AND IITILITY SERVICE etTRAi'U5. \ 2'-0' EQ. ~BRICK RCWtYK ITt'. ANT Iffi£ H:J..WTB) a.I TCP CF THE PARAF£r ARE TO E'E 11-1 A Rll E'ED CF !XAI.AHT. / LIGHT flXT1A<E of (513: SHEEr #13) PAIHIED i"ETAl I'-.. TRIK CI'P -PAINf I -----F£X-B / STOR.A££ M:AJI..LE TO EE PROIIre::> BT Cli'ER AND INSTAI.lID BT il£ ~~ CONTRACTOR. (l'INISH ~TRLM E!I<!:HV .9 Ofl "-, 7\ tilt rt I t M .1- 1'1 , H l . I PAIHIED AZ£K PAA:!. :cCRB? 12' O,C. - ~PAINf PEX-1 CUSTCM LIGHT FIJ<IU<E 513: DErAIL CIlD 4 SHEEr 13 ~ -ERICK VBeR I l-IE)V(lC !;TREEr ~ CI1Y, STAlE YfIDY'S STC1<E tb. tt.Rvm PARAF£r BJILlJIN:S )3RICKJfASCIA F'I.AN No. ..re No, ---------------------------------------------------------------_._------------------------------------------------------------------------~----~ ........ .., ----------------------------------------------------------~----------------------------~ I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I , I I I I I I I I I I I I I , I I I I I I I I I , I I , I , , I I I I I I I I I I I I _________________________________________ _ ---------------------------------------------~ I _______________ ---------------._---------------- IRON PIN 0.91' NORm OF HIGHWAY UN£ N82'09' 44" W 1 ,,, ... ~" .. , N/F SPROCKET REALTY, LLC EXISTiNC BUiLDING ./' SAWCUT PA'lEMENT \.--~ ~ -, " .. II 1\ ' , I \. ~/ -i-II I' II \~ " EXIST. BEHIND 81T. PAVEMENT EXIST. SIGN TO BE REMOVED ---7 POL£: #151/100 '. " " ... ------- BENCH At/IRK" u1216.63 GRJt'ID sruup, REMOVE ~DINGS, BACKFILL WI MIN. 4/!,OPSOIL. SEED Be MULCH ~--.-~ ,·~ __ ·_w ___ ~ ___ ·oo _\ -- SAWCUT EXIST. CONC. SIDEWALK MONUMENT FOUND \ \ LEGEND: Q .()- " .. o o ------r- --e- --G - --w- ======::: == ---2j5--- raod I;) o \ LIGHT POLE UTILITY POLE WATER GATE GAS GATE EXiSTING MANHOLE EXISTING CA TCH 8ASIN SIGN HYDRANT Building Line Property Line U.G. TELECOMMUNICA TlONS U.G. ELEC. LINE U.G. GAS LINE U.G. WATER LINE EXISTING STORM SEWER EXiSTING SANiTARY SEWER EXISTING CONTOUR EXIST. SPO T GRADE EXISTING MONUMENT EXISTING I.P. N/F SPROCKET REALTY, LLC \ i I \ \ \ i N/F SPROCKET REALTY, LLC I \ , N/F I RICHARD & i 'CAROLE ASSELIN! \ j ~ \ ~ I ->-\ ~r. I ~1..aJ ::.;;;,.... ~lU "ill §\':: ~t;; 1: V'l "I >-QI ~Q §~\ ~~ I to", ':.l!'l 1S~\ 'Oil! 2,,' fer.;, z:. ~::::: M/" BRAGARUS. LLC \ k~ 1 ~!§ , "u..' t\lk I \ ';0\0 \ .. '" N22'02' 09" E SAWCUT EXIST. PAVEMENT \ NI5'52'35"E i ,;' 30.00 ALONG PROPERTY UNE \ / \ .:::?i'o__ _ ____ --j~ 20:9 --~~t--.L"" ________ _ -_._-.-, ---_._._-... --, ~ ~ , ~ , , ~ .' -'-... -.,.~~ ~ ~ REMOVE AND 21.} -----OISPOSE OF EXIST. 7 PAVEMENT, TYP. I Blr ,. --'-. '. , , , , , PAVEMENT --··----.L __ . __ .. __ ---f.-----------. , GRAVE). , , EXIST. FE~ TO BE ~EMOVED , '- / , , , , / , , , , , . , , ' , , , ; , . " '. , " " '-? \\ 7.)'~ \ , EXIST, tREe: LiNE (r'fF'~ o·-J,----0.78\ , DETAIL #1 - -- APPROXIMATE LOCATION OF FLOWAGE RIGHTS IN FAVOR OF THE TOWN OF AGAWAM BOOK 4513 PACE 16'1 581.10' ....... - 815·41' 31"W 881.10 (DEED=88 1.35' ) N/F AGAWAM S&S LIMITED PARTNERSHIP IRON PIN FOUND DETAIL #2 DETAILS NOT TO SCALE GRAPHIC SCALE 40 0 20 40 eo 160 ~ pt j~!--j~~~~1 ( IN FEET) 1 inch = 40 ft. I I - - NI8'41' 14" E 499.78 - SUBJECT PARCEL AREA=152.276 SQUARE FEET OR 8.501: ACRES - - N/F BRAGARUS, LLC -- -- S71'13' 58" E 148. 0 {"''''~I I , r-'--'-'- N/F BARBARA CECCHI ________ ~ IP HeLD RESERVED FOR REGISTERS USE DEEP REFERENCES; HAMPDEN COUNTY REGlSTRY OF DEEDS 1. SUBJECT PARCEL =DEED BOOK 13956 PAGE 60 3. DEED BOOK 11529 PAGE 33e 4. DEED BOOK 11543 PAGE 433 6. DEED BOOK 11760 PAGE 204 6. DEED BOOK 17362 PAGE 491 PLAN REFERENCES: HAMPDEN COUNTY REGISTRY OF DEEDS 1. PLAN BOOK 122 PAGE 32 -"Leonard Wills" (northerly abutter) 2. PLAN BOOK 136 PAGE 51 -"Robert J & Nelson W. St Marie" (westerly abuller) 3. PLAN BOOK 197 PAGE 69 -"Ralph DePalma" (westerly abutter) 4. PLAN BOOK 264 PAGE 30 -"Richmond Agawam Trust" (easterly abutter Stop & Shop) 5. PLAN BOOK 319 PAGE 40 -·Prlde Convenience, Inc." (Corner of Springfield St. & North Westfield) 6. PLAN BOOK 174 PAGE 106 _ "Flowage Easement" 7. PLAN BOOK 174 PAGE 106 -"Flowage Easement" 6. "Existing Conditions Plan #1340 Springfield Street Agawam, Mass. Owned by Coyote realty. LLC Date May 30. 2006 Update: April 10, 200e" By Smith Associa.tes Surveyors. Inc. NOTES: 1. The purpo.e of too. survey is to show existing property lines, features and topography along with the proposed demolition of certain features for the future development. of a Wendy's Restaurant. Underground utililties. Inland Wetlands and flowage rights have been approximated using record mapping. Se. notes #4 8< #6; 2. a. No monumentation was found along the westerly and northerly property lines; Monumentahon along North Westfield Street and abutters deed distances were relied upon for these lines; b. Existing iron pins were held for the easterly property line; The monwnents found along the streetline of the easterly abutter do not agree with Plan Reference #4 3. Parcel lies in BA Zone; 4. Parcel lies partly in Inland Wetlands and is approximated hereon from Ma.p Reference #5; 5. Parcel does not lie in a Special Flood Hazard Zone })er Flood Insurance Rate Map Town of Agawam. Massachusetts. County of Hampden community Pa.nel ,2501330001a Effective Date; February 1, 1978 6. Underground utility. structure and facility locations noted hereon have been compiled. in part. from record mapping supplied by the respective utility companies or governmental agencies. from parole testimony and from other sources. These locations must be considered as · approximate in nature. Additionally. other such features may exist on the site. the existence of which are unknown to J.R. Russo & Associates. The size. location and existence of all such features must be field determined and verified by the appropriate authorities prior to any construction. CALL 1-600-DlG-SAFE. Existin Conditions Demolition Plan Wendy's Restaurant 1340 Springfield Street Agawam. Massachusetts Prepared For Wendy's International, Inc. 3 Carlisle Road. Suite 205 Westford, Massachusetts 01886 I report that this plan and survey conforms to the technical and procedural standards for the practice of land surveying in the Commonwealth Of Massaohusetts. Furthermore, I report that this pion has been prepared in conformity with the rules and regulations of the Registers Of Deeds of The Commonwealth Of Massachusetts. r DAT~._=. ___ -,=e;=+-...J y"ro !!!. SCALE RLS/TAC Land Surveyors & Professional Engineers 1 SHOIiAM ROAD EAST WINDSOR. CONNECllCUT 06088 (saO) 623-0569 FAX: (S60) 623-2485 DATE SHEET 7-20-10 2 of 8 CHECKEO J£U t!2.: 2010-022 GRAPHIC SCALE --... +---.----~--. 270 LF WOODEN GUIDERAIL I GRASSED SWALE --t--~f-,"" SLOPED 0 1.OX I BIO-FlLTRATlON AREA ----------. WlO CONC. PAD 10.5' / / lS' 10' if-+..,;:[ I! EXISTiNG Bu/WING --- TYPICAL 60' ANGLED PARKING STALL GRASSED SWALE en / PA VfM£NT CONCRETE SLAB 9' ·WA TCH fOR PEDESTRIANS· -;:';;:::i:::.:==;~=:::.::::.:::::==1 SIGN --- ·WATCH F'OR CAR$" SIGN POSTED ON FENCE SECTION PROP. EDGE OF PAVEMENT, TYP. -'-CURB RAMP INSTALL ADA DETE~C~T~ABBiLE~--·-··-If--.::JTYP~E~D~ WARNING STRIP AT CONC./pAVE. TRANSITION--r- 72.S' ·RIGHT 1\JRN ONLy" SIGN J5' UN£ 5'R PAINTED ISLAND 1.Z' .... I . 14' .... ~~~ 20'R 25' CONCRETE PAD DUMPSTER ENCLOSURE BOARD TYPICAL 90' PARKING STALL CAST IN PLACE CONCRETE CURB, EXIST. 7R££ UNE (TYP; '="', I--------~~rl-f-f!t,.._-4· LANE UNE I ' PAINTED \'MITE /r-· I f"l LJ "",~ .. ~ CURB RAMP~"'7 TYPE C f :::.:i iJl1?~~ IJ --",--r--__ PAiNTED------.: CROSSWALK t3~(lIN CURB PICK-UP WINDOW DIRECTIONAL SIGN ADA STANDARD ~""--SPACE SIGN MOUNTED ON WALL CAST IN PLACE CONCRETE CURB ADA STANDARD '<i ~~-SPACE SIGN MOUNTED ON WALL , .,., . ~. FACIA MOUNTED SIGN Wi,,~, ·WEND"'$" WI CAMEO ADA VAN SPACE ~-SIGN MOUNTED ON WALL PAVEMENT MARKINGS, TYP. FACIA MOUNTED SIGN WlLJ6C ·WEND"'$" WI CAMEO CONTRAS~NG COLOR) -20'R --....--l....~CPYLON SIGN -6' INSTALL ADA DElECl' ABI.E <:T!:"DAT TRANSITION (CAST -rnlilNcATED DOMES IN © -... _-------EXTEND EXIST. CURB NEW "19oEW1AUK. TYP . if"=2f4.4 TO~, '~ ... r-/'L.;99.9J (IN U.~~';;;d W-FL~'99.83 (OUT EXIS T. CB TF=214.D f1.=2 '2.J 4" FJ.~21O.6 12" ©12· STOP BAR & 4· LANE UNE PAINTED \'MITE, TYP. :====::';======--===:::0=0::;=_ _ ===-"'=:.=-.==------>=-.-::0;=====:._.,..... -'-==') COLOR) . . " ------Spr'i~~~~iC r~,.,·~~'·= >o.~''"~'.===.=o:~;:=~=~=~~ .S tree t POLE #154/100 BENCH MARK EL-218.6J CURB RAMP © TYPED ® eXIST. SJ./II ""'-_. TF~215.8 2~~~_~?~'r~r~_i~~~~i SAWCUT PAVEMENT TACK COAT PRIOR TO INSTALLAll0N OF' NEW PAVEMENT ( ill FEET) 1 inch s 20 It. ---------- LEGEND: >7 LIGHT POLE -0-UTILITY POLE " WATER GATE G GAS GATE 0 EXISTING MANHOLE 0 EXISTING CA TCH BASIN --v-SIGN ~ HYDRANT --Building Line ----Property Line -T-U.G. TELECOMMUNICA TlONS -£-U.G. ELEC. LINE -0-U. G. GAS LINE -w-U. G. WA TER LINE ==::==== EXISTING STORM SEWER == EXISTING SANITARY SEWER PROP. STORM SEWER -5-PROP. SANITARY SEWER ---2!J6---EXISTING CONTOUR -mm-PROP. CONTOUR ,""'" EXIST. SPOT GRADE 1101.21 PROP. SPOT GRADE •• I.P. TO BE SET 8 EXISTING MONUMENT 0 EXISTING I.P. DEED REFERENCES: HAMPDEN COUNTY REGISTRY OF DEEDS I. SUBJECT PARCEL =DEED BOOK 13956 PAGE 80 2. DEED BOOK 11529 PAGE 334 3. DEED BOOK 11529 PAGE 339 4. DEED BOOK 116-1·9 I'ACa "'SG 5, DEED BOOK 11760 PAGE 204 6. DEED BOOK 17352 PAGE 491 Pl.AN REFERENCES: HAMPDEN COUNTy REGISTRY OF DEEPS 1. PLAN BOOK 122 PAGE 32 -"Leonard WilhI" (northerly abutter) 2. PLAN BOOK 136 PAGE 51 -"Robert J & Nelson W. St Marie" (westerly abutter) 3. PLAN BOOK 197 PAGE 89 -"Ralph DePalm .... (westerly .. butter) 4. PLAN BOOK 284 PAGE 30 -"Richmond Agawam Trust" (easterly abutter Stop 8< Shop) 5. PLAN BOOK 319 PAGE 40 -"Pride Convenience, Ino." (Corner of Springfield St. & North Westfield) 6. PLAN BOOK 174 PAGE 106 _ "F1owaee Easement" 7. PLAN BOOK 174 PAGE 108 -"Flowage Easement" e. "Existing Conditions Plan #1340 Springfield Street Agawam. Mass. Owned by Coyote realty. u.c Date May 3D, 2008 Update: April 10, 2009" By Smith Associates Suneyors. Inc. NOTES: I. Parcel lies in BA Zone; 2. Parcel lies partly in Inland Wetlands and is apprOximated hereon from Map Reference #5; 3. P .. rcel does not lie in a Special Flood Hazard Zone per Flood Insurance Rate Map Town of Agawam, Massachusetts. County of Hampden community Panel #2501330001 .. Effective Dale: February I, 1978 4. UnderBround Utility. structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utilily companies or governmental agencies, from parole testimony and from other sources. These loca.tions must be considered as approximate in nature. Additionally, other suoh features may exist on the site, the existence of which are unknown to J.R. RUS30 8c Associates. The size, location and existence of all such features must be field determined and verified by the appropriate autborities prior to .. ny constructioll-CALL 1-800-DIG-SAFE. ZONING BLOCK: ZONE: LOT AREA: PROPOSED BUILDING AREA: MIN. FRONT YARD: MIN. SIDE YARD: MIN. REAR YARD: MAX. BUILDING COVERAGE: MAX. BLDG. HEIGHT: MIN. PARKING REQUIRED: SIGN SCHEDULE: BUSINESS A 3.50 Acres 3.306 S.F. 35' (61'± PROPOSED) 0' (59'± PROPOSED) 25' (400'+ PROPOSED) 50% (2.2% PROPOSED) 45' (22'± PROPOSED) 50 SPACES (55 PROPOSED) BUILD~G FRONT FACE = 750± SF BUILD~G SIDE FACE = 1,600± SF SOUTH WAlL MOUNT (WIL36C WI CAMEO): EAST WALL MOUNT (WIL36C W! CAMEO): PROPOSED 32.1 SF (187.5 SF ALLOWED) PROPOSED 32.1 SF (160 SF ALLOWED) PROPOSED 32.1 SF (160 SF ALLOWED) 152.0 SF (187.5 SF ALLOWED) WEST WALL MOUNT (WIL36C WI CAMEO): PYLON SIGN (MODIFIED WPI71): La'ur'\' t Plan ; Wendy s Restaurant 1340 Springfield Street Agawam, Massachusetts Prepared Far Wendy's International, Inc. 3 Carlisle Road, Suite 205 Westford, Massachusetts 01886 I report that this plan and survey conforms t.o the technical and prooedural standards for the practice of land surveying in the Commonwe .. lth Of Massachusetts. Furthermore. I report that this plan has been prep .. red In conformity with the rules .. nd regulations of the Reeisters Of Deeds of The Commonwe .. lth Of Massachusetts. TAe '''=20' Land Surveyors & ProfeSSional Engineers 1 SHOHAM ROAD EAST WINDSOR. CONNEC~T 06088 (880) 623-0569 7-20--10 FAX: (860) 623-2485 J of B NO. 2010-022 / ----------------_._. ---. ---. ------------_. , , --------. --.... EXIST!NG BUILDING ---- , , --- , , SILT FENCE, TYP. 6' WIDE MODIFIED ROCKFILL APRON LEADING FROM EDGE OF PAVEMENT INTO BOTIOM OF SWALE GRASSED SWALE SLOPED 0 1.0" W/ MIN. 8' WIDE VEGETATED FILTER STRIP BE1'Vt&N SWALE AND PAVEMENT , , 270LF WOODEN GUIDER AIL _" WlO TRANSFORMER ON CONC. PAD 2 11)(1 r--.:. BIO':':FlL TRA TION AREA , , 560 S.F. --./..K.~~ , , ' '4"'PVC SCH. 40 SLEEIIE BENEATH PAIlEMENT FOR ON-SITE IRRIGATION MIN. 2' COIlER\ , , , , , , , ". 't< , , , 1"::1/4" GAS SERVICE , , , , , , , , / \ '\ \ , GRASSED SWALE -T--L , , , \ BIT. ,oAVEMf.i..,rr , , , , , \ I \ \ \ \ \ / I / , , , , , , , / ' Q'JX9 , , , --_ _ 2f5------7"---:;-. j / .~ --- GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft -'-._-.... -,:~:~=~·-~·-;t==--"'::::::~::~ -..:.,-t-· _.::- -, --. ---'-------, -11' ___ "'_ .-.... ,,_ .... -:. ... -,- COORDINATE NEW SERVICE CONNECTION WI BAY STATE GAS COMPANY SAWCUT PAVEMENT TACK COAT EDGES PRIOR TO INSTALUNG NEW PAVEMENT ----7 / --- , , ...... _._._--._- CONTRACTOR TO PERFORM PIT PRIOR TO CONSTRUCllON TO VERIFY LATERAL LOCAllON & FLOWUNE , I , I I / / , , , , , , '~ ,";;; ""t!"'II!i\, , , , I / , , 15'-6" PVC SOR-35 'Jj;;;,;?il---5=3.0" ~~~~~~~~it::::=~~~~~~~--SANITARY CLEANOUT, TYP. !'l -I ,$5 C~'""""~;t-t--~::-:;~~hlr:../:::'_ 1,750 GAL GREASE ?If..::-'lU INTERCEPTOR ~ TF=215.DO FL-211.75 (IN) FL=211.58 (OU1) t-..!!l..~---':;"'+.fJ-+-.fJ--1-1/2" WATER SERVICE 1--=7~~Q7---jL_~b;~ ~ __ 118'-6" PVC SDR-35 S=2.4O" / CONNECT NEW WATER. TELEPHONE, AND rnlfT;-;~n'>-~..,. ELECTRIC SERVICES TO TEMPORARY SlUBS AT LOCAllONS TO BE FIELD VERIFIED COORDINATE WITH THE UllUTY COMPANIES " , -W'---w --T--___ T POLE #154/fOO I 8£Ncrl MARK n=216.53 -~ ; '_.:::....A8ANOONED SEWER LATERAL ~ ! ._-.:...-::..-:: -- I • © \ --. ~ ::::=.---L '. -, =: .-.-. ----' ---F -=: -~.-~, '----'--._._. -'-- . ..--/ -;;? ./ ./ ::'-=4~ £XfST. SMH "-1';:=.2'6.8 n .... ,99.21 n~ ~~~ LEGEND: * Q $ o o ------T- --E- --G- --w- ======= -------- --s----256--- -100- tOOx2 1101.21 • III o LIGHT POLE UTILITY POLE WAlFR GAlF GAS GAlF EXISTING MANHOLE EXISTING CATCH BASIN SIGN HYDRANT Building Line Property Line U. G. TELECOMMUNICA TlONS U. G. ELEC. LINE U.G. GAS LINE U.G. WAlFR LINE EXISTING STORM SEWER EXIS71NG SANITARY SEWER PROP. STORM SEWER PROP. SANITARY SEWER EXIS71NG CONTOUR PROP. CONTOUR EXIST. SPOT GRADE PROP. SPOT GRADE J.P, TO BE SET EXISTING MONUMENT EXISTING I.P. NOTES: 1. Parcel lies in BA Zone; 2. Parcel lies partly in Inland Wetlands and is approximated hereon from Map Reference 1/5; 3. Parcel does not lie in a Special Flood Hazard Zone per Flood Insurance Rate Map Town of Agawam, Massachusetts. County of Hampden community Panel 1/2501330001a Effecllve Date: February I, 197B 4. Underground utility, stl"Ucture and facility locations noted hereon have been compiled, in part. from record mappine supplied by the respecllve utility companies or governmental agencies. from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally. other such features may exist on the site. the existence of which are unkuown to J.R. Russo & Associates. The size. location and existence of all such features must be field determined and verified by the appropriate authorities prior to any constructiolL CALL l-BOO-DIG-SAFE. UTIlJTIES CONTACTS 1. TELEPHONE: Verizon -Rich Aurnhammer -413-7B7-1B52 2. ELECTRIC: Western Massachusetts Electric -Greg Wray -413-7B7-9511 3. GAS; Bay State Gas -Vic Diangelo -413-7BI-9200 x2738 4. CABLE: Comcast -Ray Laborde -413-562-9923 5. WATER & SEWER-Agawam Dept. of Public Works -413-821-0600 Gradin & UtiI' Plan ._ .. ----. __ .---- Wendy's Restaurant 1340 Springfield Street Agawam, Massachusetts Prepared For Wendy's International, Inc. 3 Carlisle Road, Suite 205 Westford, Massachusetts 01886 I report that this plan and survey conforms to the technical and procedural standards for the practice of land surveying in the Commonwealth Of Massachusetts. Furthermore, I report that this plan bas been prepared In conformity with the rules and regulations of the Registers Of Deeds of The Commonwealth Of Massachusetts. r DATE: TAG Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST VI1NDSOR, CONNECllCUT 06D88 (860) 623-0569 FAX: (860) 623-2485 7-20-/0 4 of 8 ,£u 2070--022 SIGN 3" BARK MULCH BED ON WEED CONTROL FABRIC SIGN PLANTING DETAIL PlANT PERENNIALS IN GROUPS OF 2 (TYP), 5' O.C. • • • NOT TO SCALE PROPOSED TREE 6' DIAMElER 3" BARK MULCH BED ON WEED CONTROL FABRIC AROUND TREES BRADFORD PEAR TREE PLANTING DETAIL NOT TO SCALE , , , . , , , , , , , Luminaire Schedule Sy~ol QLy Label Arrangement 2 PLl BACK-BACK El 9 PL4 SINGLE Calculation Suwmary Calc'l'ype Units Avg Max CalcPts J Illuminance Fe 10.10 23.5 SPILL Illuminance Fe 0.68 7.9 NOTE: PERIMETER FIXTURES TO BE EQUIPPED WITH REAR SHIELDS. , I I ( I I , / ,/ I GRASSED SWALE -,-~-.i/.--/'.f!J SLOPED 0 1.0% MIN. 8' Y,1DE VEGETA TED -/Y-:J~fij-ff-:~~ FILTER STRIP WlO 2i1xl BIO::"f1L TRA nON AREA , , , (SEE, PLANT usT) ----Jr..t:& • , , , , , '. , , , , , , , , , , , , , , / LAWN EXISTING BUII.DING \ "'-GRASSE.D SWAlE GRAPHIC SCALE ( IN FEET) 1 inch ~ 20 It. / / ------- '" \ \ \ \ \ ~ \ ~-----.J, -._-------- " \ - ----.- I I I I , , \ BIT. PAVEMENT , , , , , , , , , , / ' 'I 7JX9 I , I , , , \/ , Pl.. " j / / J;~/ ._ .. --' (:) , I I I I LAWN I ~-:~~ ,.;.: .... "'":::!. ... y--,-~ . I / PERENNIAL PLAI~l I Min 0.0 I 'l'otal Lamp Lumens 82000 82000 Av Ir1in 4.21 N.A. Max/Min 9.79 N.A. , , , , LLF Description 0.720 MSV-x-P75-H3-F-HS 0.720 MSV-x-P75-V4-F-FGGS2 , / / / 0 / .. , , I . , , I I I ~ ® LEGEND: * <;l $ o o -----T- -f:- -G- -w- ======= -s-_.M -.1'.58-' _ ~ -100- 101M! 1101.21 • EI o 7 -;:/ --~~ -~ EXfST. SMH ',-7F=21$.8 F1.~199.21 (IN DesiGN) FL=199.1f (OOT DESiGN) PLANT SCHEDULE S'tM. QlY. GENERAL PlANDNGS ~3 0" * 7 o o • • BOTANiCAl &: COMMON NAME P}ll'US Calleryana 'Bradford' (Bradford Pear) w/ PCllanlitul PluJll 130d (~" dowll) Acer Rubrum (Red Maple) Miscanthus Sinensis 'Graclillmus' (Malden Grass) Echinacea Purpurea 'Ruby Star' (Ruby Star Coneflower) SIZE 2 1/2"-3" Cal. B&:B 4'-5' B&:B 2 Gel. Container 1 Gel. Container Chrysantheumum )( Superbum • Aglala' (Aghalo Shasta Daisy) 1 Gel. Container Hermerocallls Da)'llly (Stelle D'Oro Da)'lny) Rudbeekla Fuldlga (Black-eyed Susan) Black-eyed Susan, Stella D'Oro Da)otlly, Aghala Shasta Daisy, & Ruby Star Coneflower; plant In groups of 2 -5' O.C. 1 Gal. Container 1 Gel. Container GENERAL PLANllNG NOTES: 1. ALL PLANTING IN 3" BARK MULCH BEDS ON WEED CONTROL FABRIC. 2. ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBUC WAY ABUTllNG THE PARCEl AND INCLUDING THE TREEBELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDmON BY THE OWNER OF THE PARCEL BIQ-FlLTRADON AREA -5BQ S.E. 4 4 4 4 4 Comus Ser/eea (Red-osler Dogwaod) M~lcQ Pens)'lvanlea (Ba)otlerry) VIburnum Trllobum (American Cronberr)otlush) VIburnum Dentatum (Arrawwood) Amelanchler Canadensis (Shadblow) 1 Gel. Container 1 Gel. Container 1 Gel. Container 1 Gel. ContaIner 1 GeL ContaIner BID-FIL TRA DON AREA PLANllNG NOTES: 1. BIO-FILTRADON AREA TO BE SEEDED WITH 1LB OF NEW ENGLAND CONSERVAllON/W!LDUFE MIX. 2. BIOFILTRAll0N PLANllNGS TO BE PLACED IN GROUPS OF 2 AND SPACED APPROXIMATElY 6' O.C. LIGHT POLE U nu TY POLE WAlER GATE GAS GAlE EXISnNG MANHOLE EXISTING CA TCH BASIN SIGN HYDRANT Building Line Property Line U.G. TELECOMMUNICA nONS U.G. £LEC. LINE U.G. GAS LINE U.G. WAlER LINE EXISnNG STORM SEWER fJ</s'ffN8 SANiTARY SEWER PROP. STORM SEWER PROP. SANITARY SEWER EXISnNG CONTOUR PROP. CONTOUR EXIST. SPOT GRADE PROP. SPOT GRADE I.P. TO BE SET EXIS77NG MONUMENT EXISnNG I.P. REV. 8-04-10 LIGHTING LAYOUT rAe Landsca & Li Plan Wendy's Restaurant 1340 Springfield Street Agawam, Massachusetts Prepared For Wendy's International, Inc. 3 Carlisle Road, Suite 205 Westford, Massachusetts 01886 Land Surveyors & Professional Engineers SCALE DATE 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 7-20-10 5 of 8 J£U 2010-022 FLOW-_ , I BOTTOM OF DRAINAGEWAY I ~I ANGlE 10' UPSLOPE FOR 5T ABIUTY AND SELf CLEANING. COMPACTED BACKflLl BACKFill THE TRENCH AND COMPACT THE EXCAVATED SOIL. -~'B B'~~ ~~ SCORE LINE" 1/2" BATTER~ AS SHOWN ON GRADING PLAN 6" 3/8" PREMOULDED EXPANSION JOINT FILLER W/SEALANT @ 16'-D" O.C. WID TH PER PLAN 1/2" R -=..S~AX. CROSS SLOPE 5" I I , I I I I' I I I I POINTS "A" SHOULD BE HIGHER THAN POINT "8" ELEVATION '.i.~ . BIT. C~ON:!.:C::.:. =-:-1-_______ '1:,::; ~:::: '::Qg::">'l':~:2'~:s'::O:~:ID:~ 4000 PSI CONC. 6% AIR ENTRAINED 8" MIN. COMPACTED GRANULAR BASE (MHO Ml.03.1) PLAN VIEW PROCESSED GRAVEL SUBBASE SOURCE: u.s. DEPARlMENT oF' AGRICULlURE, SOIL CONSERVATION SERVICE. STORRS, CONNECTICUT SEDIMENTA nON BARRIER (SIL T FENCE) DETAIL FLUSH WITH EXISTING PAVEMENT DETECfABlE WARNING SURfACE MEEfING ADA SfEClflCATIONS (CI\5T IN FlACE TRUNCATED DOMES IN CONTRASTING COLOR) NOT TO SCALE CONCRETE CURB, TYP. SIDEWALK RAMP TYPE A NO SCALE 1:12 ~OFE I~ ~' DETECfABlf WARNING SURfACE MEEfING ADA SPECIFICATIONS (05T IN PlACE TRUNCATED DOME!) IN CONTRASTING COLOR) SIDEWALK RAMP TYPE B NO SCALE CONCi1ffE CURB, TYP FLUSH WITH EXISTING PAVEMENT DETECfABLE WARNING SURfACE MEEfING ADA SPECifiCATIONS (CI\5T IN PlACE TRUNCATED OOME5 IN CONTRASTING COLOI<) SIDEWALK RAMP TYPE C NO SCALE ~ s C\ lU \L iiZ lU > Cj lU ir: 2-#4 BARS 3" O.C. CONCRETE WALK 8 CURB DETAIL NOT TO SCALE 3/8" PREMOULDED EXPANSION JOINT FILLER W/SEALANT @ 16'-0" O.C. (TYP) BROOM FINISH SCORE TROWEL fiNISH EDGES SCORE LINE 4'0" (Tr'f) SIDEWALK FINISH DETAIL NO SCALE ------------.------- NOTES: 1. TRANSVERSE FALSE JOINTS AT 4' INTERVALS, NO LONGITUDINAL JOINTS 2. MAXIMUM 2% CROSS SLOPE. DETECfABlf WARNING SURfACE MEElING ADA SfECIFICATIONS (CI\5T IN flACE TRUNCATED DOMES \ IN CONTRASTING COLOR) \ GRANITE CURB, TYP. SIDEWALK RAMP TYPE D NO SCALE NOTE: LONGIWDlNAL AND TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT MAXIMUM 15' SPACING 6" THICK (8" @ DUMPSTER) L 4000 PSI PORTLAND CEMENT CONCRETE 6% AIR ENTRAINCED 8" MIN. COMPACTED GRANULAR BASE (MHD Ml.03.0 TYPE B) TYPICAL CONCRETE PAD NOT TO SCALE 5" THICK (6" ACROSS DRIVEWAY) 4000 PSI CONCRETE 6% AIR ENTRAINED FINISHED GR,!>.DE:, NOTES: 16' MAX. ,"LVI-~ VARIES MIN. COMPACTED PREMOULDED BITIMINOLS EXPANSION JOINT FILLER 11'/ SEALANT GRANULAR BASE (MHD Ml.03.0 TYPE B) ADD 4" PROCESS GRAVEL (MHD M1.03.1) AT DRIVEWAY 1. EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS, AT BUILDING LINE, AT CURBS, OR AT PENETRA llNG STRUCTURES. 2. MAXIMUM 2% CROSS SLOPE TYPICAL SIDEWALK DETAIL NOTES, NOT TO SCALE 1-1/2" BIT. CONCRElE TOP COURSE IN PARKING STAllS (2" BIT. CONCRETE TOP COURSE IN foJSLES .. lRAFflC AREAS) ( 1-1/2" BIT. CONCRETE BINDER COURSE IN PARKING STAllS (2" BIT. CONCRETE BINDER COURSE IN AISLES & TRAFflC AREAS) r 4" PR~~§~~~ G.RA~ ~"~~ "";Q~11 COMPACTED SUBGRADE a-COMPAC"TED GRANULAR BASE COURSE (MHD Ul.03.0 TYPE B) 1. TOP AND BINDER COURSE SHALL CONFORM TO M.H.D. STANDARD SPECIFICA nONS: SECllON 460 CLASS I BITUMINOUS CONCRETE PAVEMENT TYPE 1-1 PAVEMENT DETAIL NOT TO SCALE 6" ,. • I' RADIUS It4 REllftJRCAt-t7 RaJ (GCNTIWJS) i't1TE, AU.. GCNCRETE CURE6 TO HAVE EXPANSICN J?INTS CR S,AH CliTS NOT MORE THAN 20'-0" APART CONCRE I E GlJRB DETAIL 5GA1£s Ill:: 111_011 6 1/2" REVEAL HMA TOP COURSE HMA BINDER -------..---,--1-f .. ~ ::<:' 4" GRAVEL BASE '" >::.: 8" GRAVEL SUBBASE NOTES: TYPE VB VERTICAL GRANITE CURB HEIGHT VARIES 15"-17" FINISHED GRADE CEMENT CONCRETE 1. CUT NEAT LINE 6" FROM CURB LINE AND REMOVE BINDER, BASE AND STONE. REPLACE wi CEMENT CONCRETE. 2. ACCEPTABLE CEMENT CONCRETE IS ANY CLASS UNDER SECTION M4 OF THE 1988 MHD STANDARD SPECIFICATIONS; ALL TEST REQUIREMENTS ARE WAIVED. MHQ IA NOT AN ACCEPTABLE SUBSllWTE. ::I. WHEN SET ON RADII, THE CURBING SHALL BE CUT WITH THE REQUIRED RADIUS OF CURVA WRE. GRANITE CURB DETAIL Stone On Filter Fabric NOT TO SCALE Marafi 140(N) 6" Thick Min. ;{ . :-'-''-~~~~~ TEMPORARY CONSTRUCTION ENTRANCE BY TAe NOT TO SCALE 5S S OP Details Wendy's Restaurant 1340 Springfield Street Agawam, Massachusetts Prepared For Wendy's International, Inc. 3 Carlisle Road, Suite 205 Westford, Massachusetts 01886 , J.R. RUSSO & ASSOCIATES, LLC (t~ Land Surveyors & Professional Engineers \\ \:-<c> " .. ~. ~ .... ;: .,,;;. ~ DATE 1 SHOHAM ROAD EAST WINDSOR. CONNECnCUT 06088 (860) 623-0569 FAX: (860) 623-2485 SHEET AS NOTED 7-20-10 6 of 8 CHECKED JEU 2010-022 OCPTH TO INVERT VARIE:S MIRAFI 140N NON-WOVEN FILTER FABRIC 12" [.D. + 2' , 12' MIN. PROPOSED GRADE PA VEMENT SECTiON OR LANDSCAPING (5£:£ PLANS) SUiTAflLE: GRANULAR MA T£RIAL 11'/ NO STONE LARGER mAN J INCHES COMPACTED TO 95% MAXIMUM DENSITY AT OP1JMUM MOISTURE CONTENT IN ACCORDANCE: f111H ASTM STANDARD D698 ME:THOD C AND AMfNDME:NTS ~ __ WARNING TAPE: -IIIN. 12" MAX. 24" AfiOVE FlPE 12" SAND B£DDJNG P(ACE:D AND COMPACTED IN 6" LA YfRS MATERIAL o _1 0 0 ( U \.}()~ vO~()~( o 0.0. BACKFILL TO SPRINGLINE: OF PIPE filTH 3/4" CRUSHED STONE: SANITARY TRENCH NOT TO SCALE VEGETATED FILTER STRIP (8' MIN. WHERE REQUIRED ON PLAN VIEW) VEGETATED SWALE NOT TO SCALE VEGETATED FILTER SlRlP 6" MIN. LOAM & SEED w/ ilJRF MIX o WOODEN GUIDE RAIL EDGE OF PAVEMENT PAVEMENT SECTION BIO-FILTRAllON AREA PLANTINGS PER LIST ON LANDSCAPE PLAN SEED w/ N.E. CONSERVA llON/WlLDLIFE SEED MIX @ 1.0 LB/SF ~{O~~\";', ~r "'~~~;">~"~;=;;"?'~~7"';'7';7;'~~~~~~ BOT. ELEV. ~ 210.0-b . /" / /"/'" <':/ J "--'Ii~ EXISTING 2" OF HEAVY ORGANIC MULCH COMPOST SUBGRADE 3" OIA. PVC VENT PIPE RUN fI[WW GRADE TO BUIWING &; E:XTEND ABOI£ ROOF E:LEVA TiON FINISHED GRADE --'_--' 2'-7" 2'-0' AMENDED SOIL UP TO 211.0 CONTOUR (85% SAND, 10% TOPSOIL, 5% COMPOST) BIO-FIL TRA TlON AREA NOT TO SCALE 2" AIR SPACE STANDARD TOWII MANHOLE FRAME &; COVER EDGE OF PAVEMENT Ti_m= PAVEMENT SECTION ~ BRING TO GR;;;A;;:D~E:'w;;v'---~~;;;;;;:;;;;;;=ri\---H!Jlr;:;;;:;;~;r\--!-7rc;:;;;;-;;f;.=~F""""""'-""" CONC. flRICK OR GRADE: RINGS, IYP. 5'-1" Inlet Invert 6' MiN. *" CRUSHED STONE: 2" 4'-1 " Liquid Level NOTES: I I I I I I I I I I I I U [12" L n 12" I Jj I I I I 6' [ 9" 6" Walls 0" SCH. 40 PVC TfE (IYP.) PIPE SUPPORT (IYP.) PRE-CAST 1,750 GALLON GREASE n?AP AfT joints &c pipe penetrations to be made watertight with non~shrink waterproof grout Concrete minimum strength -4~500 psi @ 28 days Steel r~inforcement -ASTM A-615. Grade 60. 1" min. CQver. M.,h, ASTM A -185 GRADE 65 Design Loading AASHTO HS20 ConstructiDfl Joint sealed with 1" dio. butyl rubber Qr f:OquivoJent. AN in temal pipe shafJ be schedule 40 PVC with glued joints No structural joints shafJ be allowed below inlet & CJut/~t 6fevatfons. /,750 GAL GREASE TRAP NOT TO SCALE ,r--' v GA. GALV. SOFT STEEL GUY II1RE STAKES NOTCHED FOR WIRE 2 PLY 1/2" DIA. REINFORCED ----~i~~~t~~~~--.~!~ RUBBER HOSE JBGRA,DE TREES GREATER THAN 2 1/2" CAL.c--___ H _%=-----TREE WRAPPING TO SECOND BRANCH GUY WIRES -THREE SPACED ~";~~'!:!: IL HEIGHT W/50% OVERLAP ANOHOREO W/2"x4"x2.5' CEDAR ..---SEE LAYOUT FOR SURFAGE TREAlMENT SET CROWN OF RCOTBALL AT SURROUNDING FINISH GRADE BEFORE MULCHING PLANTING SOIL MIXTURE .-----.3" SHREDDED BARK MULCH ----ROLL BACK TOP THIRD OF BURLAP '--"":'--<:OMPA<:TED PLANTING SOIL MIXTURE '-------lJNDISTlJRBEO SU8GRADE TREE FLANTING NOT TO SCALE THREE 10 GAL. GALV. GUY \\1RE ANCHORED CEDAR STAKE SPACED """ALI.T SET CROWN OF R~~~T~~L}I)tT SURROUNDING INI . IF IN HEAVY SOILS SET AT l' ABOVE FINISH GRADE BEFORE MULCHING. STAKES 90' TO GUY \\1RES --- ROLL BACK TOP THIRD----~ OF BURLAP r--INSTALL TREE PLUMB, PRUNE ALL DAMAGE OR BROKEN BRANCHES ___ -·2 PLY 1/2" DIA. REINFORCED RUBBER HOSE 3" SHREDDED BARK MULCH 6" EARTH SAUCER ::'lir ... _ PLANTING SOIL MIXTURE ~=== COMPACTED PLANTING SOIL MIXTURE '-UNDISTURBED SUBSURFACE EVERGREEN TREE PLANTING NOT TO SCALE COMPACTED PLANTING SOIL MIXTURE TO PREVENT SETTLEMENT -----____ . 1/2" DIA. CRUSHED STONE ADDED IN AREAS 1'1111-' POORl Y DRAINED SOILS SET CROWN OF ROOTBALL AT LEVEL GRADE WITH HIGHEST POINT OF SAUCER 3" SHREDDED BARK MULCH NOT TO COVER CROWN OF BALL AT BASE OF PLANT STEM ~;;'-PLANTlI~G SOIL MIXTURE SHRUB PLANTING "NEENAH" R-7506 SERIES FLOOR BOX FRAME AND LID. OR EQUAL w/s.s. CAP SCREW LID CLOSURE 3,500 PSI CONCRETE COLLAR BIT. CONCRETE PAVEMENT CLEANUU IW/ ---~ SCREW-IN PLUG L CIIR6C1J(iN OF FLOW 'r-WrE' IN-LlNE: OR NOT TO SCALE CONC ?4" SQUARE 13" /2" 45' ELBOW AT END OF LlN£ ___ --45 DEGREE B£NO flROKEN n?APROCK UNl'''' BEND SANITARY CLEAN-OUT DETAIL NOT TO SCAlE LIGHTING NOTES I. SI11:: LleHTl»S> TO EE A 15:) HATT R.II..5E START Ml::iAL HALIDE LAMPS !XC UlMINAIRE SGHEDJLE ON LANDSCAPE ~ LIGHTING F1..AN. 2. UlMINAIRE FINISH TO EE BRONZE BALLAST SHALL E€ MULTITAP 120, 2Ce, 240, OR 2TI Va.T B 4eO VOLT AVAILABLE WON REa.E5T rllTH A TVO (2) YEAR HARRANTY 4. !XC ~IFIGATIONS FOR A LIST OF AF'PROVED SU'PLIERS. A TTENTION ALL BIDDERS LleHT POLE TO EE FURNISHED .AND INSTAlLED REFER TO WENDY'S APPROVED SUPPLIER LIST (FOUND ON PAGE S-4) TO OBTAIN NATIONAL ACCOUNT PHONE NUMBERS AND CONTACTS. FOR PROFER INSTALLATION OF SITE LIGHTING AlJNA YS USE !XUBLE NlJTS AND HASHERS. 11-115 A96EMBLY HILL PRE'v'&rr MOISTURE EVILD-UP IN THE POLE BY AI..I..OY'II»S> AIR TO CIRQJLATE THRCUSH THE INSIDE OF POLE. BASES MOUNTED DIRECTLY TO a;NC.RETE CAN CAUSE A MOIST\,RE EVILD-W .AND DETERIORATION OF BY ~TRICAL CONTRACTOR. POLE .AND UlMINAIRE TO EE FURNISHED BY THE SAlvE MANUFACTVRER POLE HEleHT -21'-0" POLE DIAMETER -5" (I~) POLE TYPE -STEa SGtJARE POLE FINISH -BRONZE BCLT SIZE -II' II~) eoLT CIRCI£ ANCHOR eoL TS -1"><36" ..vr::aJElE NIJT 4 HASHERS O ANCHOR eoLT COVER ( BY LlGHTI»S> SU'PLIER (l lf~lJJ AJR 6J.P 't~r:: THE POLE'S STABILITY (DO i'I:?T 6RCIJT A59::MELY) '!o. ~ ; ~ ~ III I r;1 § ; ~ ~ I' " I> ~ l= • I' ~ ". ANCHOR BOLTS AND PIER J> 2 INSTAlLED BY ~TRICAL I' ~ CONTRACTOR b J> , ~ J> ih NOTE, J> • ~ LlGHTlt-IS 9JPPLIER TO DEIERMINE J> HIND LOADS .AND I..XAL ORDINAt>tE5 ' P Ii: HHEN POSSIELE, I..XATE PCI£5 CN I' ~ OJT51DE PERIMETER OF SiTE .f' --j 1'-6" r fii \hi . . I> · . · I' . I' . . I> . . I' · . I' , · · · P- , . . · · · · . I' . · . ALL 510 AA0E TO fX BY THE EREG-TOR /INSTALLED 510NA0E . · I> · . . , · , · I' · · . I> "-I> · , I' . · • . · I' • I' . ~~ I'--SI ~ ERECTOR .AND GENERAL CONTRACTOR TO GaJRDINATE THE FOOTER REGlJIREM:NTs AND THE INST ALLATION FOR ALL EXTERIOR 51~ . '--. . I' • 1" · EXTERIOR POLE LIGHTS r-2'-0"--j EXTERIOR SIGNAGE FCOTER i'I:?T TO 5GALE GENERAL NOTES I. ALL 516N5 SHALL EE ERECTED IN ACWRDANGE rll11-l ALL I..XAL CODES .AND SOIL CCNDITIONS. 2. DESI6N5 ARE TO EE DETERMINED BY SIGN SU'PLIER (VERIFY I..XAL rllND .AND SOIL CONDITIONS). :;I. ALL PAINTED PAVEMENT MARKER5 ARE TO BE SOLID YELLO\I'I .AND FURNISHED BY eENERAL CONTRACTOR. 4. ~ ~ TO VI~ ~ flAGlN§ ~ gl~1h1 fm'1 PICK-UP HINDCY-l A 24" C01VEX MIRROR SHALL BE PLACED IN AN APPROPRIATE I..XATION TO VIB"l aJSTOMERS AT ORDER STATION. 12" SAWCUT PAVEMENT 12" BEYOND TRENCHING LIMITS SUITABLE GRANULAR MATERIAL W/ NO STONE LARGER THAN 3 INCHES COMPACTED TO 95% MAXIMUM DENSITY AT OPllMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM STANDARD D698 METHOD C AND AMENDMENTS TRENCH WIDTH O.D. + 3'-0" 12" TACK COAT EDGE PRIOR TO PATCHING 1-1/2" TOP COURSE OR MATCH EXISTNG 1-1/2" BINDER COURSE OR MATCH EXISTNG 2" BASE COURSE PERMANENT PA VEMENT PA TCH NOT TO SCALE NOT TO ='GALE BY TAC Details Wendy's Restaurant 1340 Springfield Street Agawam, Massachusetts Prepared For Wendy's International, Inc. 3 Carlisle Rood, Suite 205 Westford. Massachusetts 01886 AS NOTED Land Surveyors & Professional Engineers . 1 SHOHAM ROAD EAST WINDSOR. CONNECllCUT 06088 (860) 623-0569 FAX: (seo) 623-2485 NO. 7-20-10 7 of B 2010-022 221-8" +------------------------------------~ ..... ----+ I C(-------L------c..-------------o----------... ---c CHAIN LINK ~ WI PRIVACY SlATS I" AD-.JJ5TAfILE HIN6€ EiCl. T ~IIX2'IX3" HIN6€ TAB (TYPICAL 4) ---ri 2' x 2" SGlJARE 6" o • 1<.·' STEEL TUBII-IG --++-'1"'] 41 -OW TYPIGAL L . . I" DIAJvETER rJRCf' PIN I" PIPE WI 'Xl SCREH KffrtR ~"x 2" x ilS" ANSLE HAN6ER5 !&" x I" x 2" GHANl\B.. HcX.CfR . o (4) b" c:oN::RETE FILLED PC6T5 (EGlJAL P AaS) 21 1-8" o TRASH DUMPSTER AREA . . "L A 1 ' . . . . (3) b" (SGHEPU..E 00) STEEL PC6T FILlED HITH~ STANDARD TRASH ENCLOSURE PLAN AND ELEVATION NOT TO sc.ALE o EDGE OF PAVEMENT I· I .-> .. .. '\ _. I ... K-\ I MODiFIED ROCKFiLL .. ..-< ... .'\ )-". ...\ tJQIE;" ---( J . APRON I \ __ \ 6' -I . \ MODIFIED ROCK FILL APRON TO BE 12" THICKNESS -MIN., WITH 12" BANK RUN GRAVEL UNDERNEATH, ON MIRAFI 500X FABRIC OR EQUAL. I • <0 • <0 NOlES: I' O· - 6- ~ --~ ":£i:'"'"=I." v", """"" , "" "'" . REFl ECTORIZED (ENC. GRADE) TE TEXT AND SYMBOL ON BACKGROUND (TYP.) VWHI BLUE FASTEN SICN TO WALL WITH STAINLESS STEEL SCREWS AND/OR ANCHOR BOLTS. ALUMINUM SIGN. TYP • 1. SIGNS TO BE MOUNTED TO FACE OF BUILDING. TOP OF SIGN TO BE 5'-8' ABOVE FINISHED GRADE. 2. PLEASE SEE MGL C.~O §21-22A, AAB 521 CMR 23.00, AGAWAM CODE §168-28. HANDICAP SIGN NOT TO SCALE MODIFIED ROCKFILL APRON NOT TO SCALE TREATED 8",8" x 5'-4" PRESSURE POST wi CHA MFER TOP , '" I '" <:> I :q. 12" TIMBER GUIDE RAIL o EDGE OF PAVEMENT TYPICAL GUIDE RAIL/FENCE SECTION 1\ NOT TO SCALE 8' MAX. 4"x8"x120" PRESSURE ","'TED ""t\ ':.t N /INISHED GRADE ~""" "'",,"""',"" . NOTE. ALL TIMBERS TO BE #2 SYP (.40 CCA) TIMBER GUARDRAIL EAGLE FENCE & GUARDRAIL (OR EQUAL) CONTACT JAMES DINEEN (860) 747-1288 TIMBER GUIDE RAIL DETAIL NOT TO SCALE 7 f ! ~ 8" tL-___ --I1 ~ PICK-UP,--~~~~ wINDOw PAVEMENT MARKER DETAILS 5CALE: 1/2" = 1'-0" 8' 4'-8" 30° 8' HIGH '--LffiERS ONE wAY PAVEMENT MARKER DETAILS 5CALE: 1/2" = 1'·0" 6"Rodlus Yellow Reflectil/e Paint 67' 1'-6-.. Centerline of Parking Spoce TYPICAL HANDICAP SYMBOL TAe NOT TO SCALE Details Wendy's Restaurant 1340 Springfield Stre'et Agawam, Massachusetts Prepared For Wendy's International, Inc. 3 Carlisle Road, Suite 205 Westford, Massachusetts 01886 ~ AS N07EO Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR. CONNECllCUT 06088 (860) 623-0569 FAX: (860) 623-2485 ~ ~ CHECKED N.O. 7-20-'0 8 of 8 J£U 20'0-022