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8609_SITE PLAN SUFFIELD ST. MCDONALDS��09 V �a � iG„ �w��rei<I �. Mcix„�Ns Town of Ag'awam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 June 19,- 2009 r W McDonald's USA, LLC 690 Canton Street ` Westwood, MA 02090 To Whom It May Concern At its duly called meeting held. on June 18, 2009, the Agawam Planning Board -voted to approve the Site Plan entitled "Site Development Plans for McDonald's Corporation", prepared by Bohler. Engineering and dated 5/4/09, revised 6/18/09 with the following conditions; - the June 18, 2009 Engineering Department comments (attached) are to be addressed; -- prior to issuance of a Building Permit, the Board shall receive proof of the cross access parking agreement showing the additional parking spaces, all professional staff comments are to be addressed. If you have any questions, please contact this office at 786-0400, extension 283 Sincerely, Travis P.,`Ward, Chairman AGAWAM PLANNING BOARD TPW/DSD:prk cc Building Inspectors Board of Appeals,. Engineering Dept.,; Town Clerk, File TOWNOFAGAWAM Dqoo�*ent loottsumddshtet - ApWAMIT001001 Telf413)8210600 - F�x(413)�821001 JohnP.St6o - SupefiAttbdent MEMORANDLIM To- Planning Board CC: Jol'in Stone — DPW Supt- File From: Engineering Data June 18,2009 Subject- SP 534 McDonalds's — 868 Suffield Street Per your request, Engineering has reviewed the plan set entitled: "Site Development Plans for McDonald's Corporation" dated 5/04/09, revised 6/15/09 and 6/1 V09 Engineering recommends the Planning Board approval the plans with the revision date of 6/18/09 on the condition that the stamped hard copy plans are consistent with the digital copy received today via email. Attached is the sheet with the changes. Please note that the now restaurant's address,has been assigned and will be 868 Suffield Street. 'Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do noAesitate to contact this division. icerely 1Y AnDecker, E.M J.T. ichael C. Chase., P.E. s'sist'ant Town Engineer Town Engineer sAsp1534 mcdonalds suffield streeNnenio 2.doc AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT mmwl�� DATE RECEIVED: May 11, 2009 DISTRIBUTION DATE: May 11, 2009 PLANNING BOARD MEETING DATE: May 21, 2009 APPLICANT INFORMATION I Name of Business: McDonald's USA, LLC Address: 850 Suffield Street, Agawam, MA. 2. Owner: McDonald's USA, LLC Address: 690 Canton Street, Westwood, MA 02090 Telephone: 781-329-1450 Fax: 3. Engineer: Boller Engineering Address: 352 Turnpike Road, Southborough, MA01772 Telephone: 508-480-9900 Fax 508-480-9080 PLAN REVIEW May 4 ate200 W I Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed demolition of the existing 6,140 sq.ft. McDonald's restaurant and construction of a new 3,886 sq.ft. McDonald's with a double drive-thru. New restaurant to be located on the southerly most side of the shopping center. Site Plan Review Page 2 Description of Site: Proposed location of new restaurant and parking in the south eastern corner of the Southgate Shopping Center. Site is presently primarily paved. There is a perennial stream located along the southern property line which will necessitate the filing of a Notice of Intent with the Conservation Commission. • Drainage: See Eh 8 ineering cornment� Public Utilities: See Engineering comments. by the owner of the parcel." Site Plan Review Page 3 I I IF RIVER I HIM i I ; � : I I . e M 5ign Locations. S e fhgineenng corn ents� Exterior Lighting: Cut sheets and dimensions of all exterior lighting must be provided. All lighting must be recessed and shielded. Wallpacks are discouraged. Rendering or Elevations: A colored rendering of the building must be provided showing exact colors to be used. Dumpster Location: Color of clumpster enclosure must be provided. http://hostin .ti,,hebo d.corda :awani/pr t�t,aspx? aptype=5&Image= tfi °/`3a�'�`�2P/n2fproj.. 5/14/2009 nt.aspx?mapt�,rp = :,i s(,e=http%3 a%2f/'02fprc)j:.. 5i 141/2-0 l Department of .Public Works 1000 Suffield Street . Agawam, MA 01001 Tel (413) 8210600 - Fax (413) 8210631 Sohn P. Stone a Superintendent MEMORANDUM To: Planning Board CC John Stone -- DPW Supt.; File From: Engineering' Date; June 18, 2009 Subject: SP534 McDonalds's — 868 Suffield Street Per your request, Engineering has reviewed the plan set entitled: `Site Development Plans for McDonald's Corporation" elated 5/04/09, revised 6/15/09 and 6/18/09 Engineering recommends the Planning Board approval the plans with the revision date of6/18/09 on the; condition that the stamped hard copy plans are consistent with the digital copy received today via email. Attached isthe sheet with the changes. Please note that the new restaurant's address has been assigned and will be 868 Suffield Street: Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do no esitate to contact this division. U/\(/-" G. Decker, E.I.T.Michael C. Chase, P.E. tant Town Engineer Town Engineer sAsp1534 mcdonalds sufiield streetlmemo 2.doc McDonald's (Suffield Street): PB C Offiation Request Page 1 of 1 Pamela Kerr r ., Sent . rm• 8:55 AM rar r . aa• @r. Pam, 01 LI 7Wwn qfApm DATE- May 18, 2009 TO: Pjannit* Board FROM- Board bfAppeals RE- Sft0 Plans f6r, McDonalds USA, LLC 850 Suffield Stfedt REASON: McDonald's USA, LLC, which is seeking a Special Permit in accordance with Section 180-44, Paragraph H of the Zoning Ordinances, to allow for drive- thru services windows at the premises identified as 850 Suffield Street. 05/20/2009 10;45 FAX 4138 3`1 12002/003' ",epartment of Public Works` 1000 Suffield Street - Agawam, NIA 01001 Tel (413) 8210600 Fax (413) 8210631 Jobe F. Stone Superintendent MEMORANDUM To- Planning Board & Conservation Commission CC.John Stone — DPW Supt_; rile From. Engineering Date: May 20, 2009 Subject. SP 534 & CC 329 — McDonalds's — Suffield Street Per your request, Engineering has reviewed the plan set entitled; "Site Development ,Mans for Mc]Donald's' Corporation" dated 5/04/09 and we have the following coentsr PLANNING BOARD COMMENTS_ L The proposed building location will require the assignment of anew street number. 2.. The driveway curb -cut on Suffield Street.- a. The island curbing;in the ROW should be sloped granite conforming to M14D standards. b. :Keep night signs should be placed at both ends of the island' c, The surfacing intended for the hatched, area shown extending from the end of the island for approximately 45ft should be; labeled. d. The entrance on Suffield St. should be a single 15ft wide lane with adequate radii to accommodate the site's design vehicle: e. The inn -site entrance should have a separate left turn lane coming after the island. f. The exit lanes should have "RIGHT ONLY' and "LEFT ONLY" arrows painted. 3. The proposed in -site intersection should be signed and .striped as an all -way stop. 4. An accessible parking sign detail is to conform to the requirements of MGL Chapter 40 §22a and all ADA and AAB regulations. 5. At the rear exit near the drive-thru "STOP" and "DO NOT ENTER" signs should be placed. 6. It may be difficult to make the right turn out of the rear exit onto the main driveway with the current geometry., 7. The proposed use of flush saw cut concrete islands around the drive-tluu area is not preferred. Engineering observed at the Mc]Donald's location in Enfield, CT a'similar use, with the island intended to segregate the drive-thru land from the circulation driveway. At this location there were half a dozen or so traffic delineator cones with_a banner strung through them. They were set up along the drive-duu side of the island to prevent vehicles from bypassing the intended one-way circulations and jumping immediately to the ordering point. With the proposed design, a vehicle could attempt something similar by corning in from the rear drive aisle and driving over the concrete islands_ The applicant should propose permanent. measures to ensure that something similar will not happen at the proposed site., 8. The proposed ,vehicle circulation appears to be one-way. If this is the case, motorist wishing to park; in the accessible spaceswouldhave to travel completely' around the building. 9. The detail on sheet D-1 and the dimensioned drawing on C-5 should be consistent; with the d mensiow showed on sheet C-5 prevailing over the detail on sheet D-1,_ 10. "DO NOT ENTER" signs should be placed by the southeastern and northeastern corners of the building. 05/20/2009 10:45 FAX 4138 al 9003/003 A..-;. - - - - - - - ....... 12. TbeplaAs sWuld show the proposed snow storage areas. I !j A lAa L -9 J.k Ens*jo* reterves th� A, ght to Make additiouilc6mmebts as new !a # Aw : #ou is s6bmitted- If you have auy gimstions p�me do vo6 contact O�s divisl'on. smcerO� G. Decker, ETT. S � sistavtTownt#kibor s;.pk$34 mcdonrids sufrield sueetitaaem, o Ldoc 0 To: Planning Board Chief Robert Campbell From: Sgt. Richard Niles Subject: Site Plan — McDonald's — Suffield Street Date: 0 /19/ 09 Respectfully Submitted S; Ra Niles Safety Officer Agawam Police Department )IM1112gawfivics gum MAY y, n 2009 ORIGINAL F. ,J AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT . SITE PLAN REVIEW REVIEWER: D. Dachos DATE RECEIVED: May 11, 2009 DATE: May 14, 2009 DISTRIBUTION DATE: May 11, 2009 PLANNING BOARD MEETING DATE: May 21, 2009 APPLICANT INFORMATION 1. Name of Business: McDonald's USA, LLC Address: 850 Suffield Street, Agawam, MA 2. Owner: McDonald's USA, LLC Address: 690 Canton Street, Westwood, MA 02090 Telephone: 781-329-1450 Fax: 3. Engineer: Bohler Engineering Address: 352 Turnpike Road, Southborough, MA01772 Telephone: 508-480-9900 Fax: 508-480-9080 Scale: V=20' Date. May 4, 2009 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed demolition of the existing 6,140 sq.ft. McDonald's restaurant and construction of a new 3,886 sq.ft. McDonald's with a double drive-thru. New restaurant to be located on the southerly most side of the shopping center. 11 11 Site Plan Review Page 2 Description of Site: Proposed location of new restaurant and parking in the south eastern corner of the Southgate Shopping Center. Site is 'presently primarily paved. There is a perennial stream located along the southern property line which will necessitate the filing of a Notice of Intent with the Conservation Commission. Provision for Traffic Flow: Proposed use of an existing curbcut on to Suffield Street. Curbcut is currently approximately 65' wide with two 30' wide travel lanes, one in each direction. The proposed layout shows two entrance and two exit lanes. The concrete curbing should be replaced with ,granite. The composition of the island in the center of the curbcut should be noted on the plan. Access into the McDonald's facility is proposed to be 30' wide with two 12' travel lanes. The; pavement marking "DRIVE THRU" may present confusion for those entering the site. Illustrate how much stacking area is provided at drive-thru. Since parking is limited directly adjacent to the building (see comment below) safe and unrestricted access to and from these spaces must be provided. There is potential conflict with the drive-thru lane and the spaces located on the north side of the building. Parking: Agawam's Zoning Ordinance requires 50 parking spaces for Drive-thru Restaurants. Thirty-three spaces are shown on the McDonald's site. If additional spaces are to be gained by using those for the Center they should be so noted on the plan. Safe and handicapped access to these spaces must be provided by providing breaks in the curbing, sidewalks, cross -walks and appropriate signage. Proof of legal access to these spaces must also be provided by way of easements, etc. The handicapped spaces shown in the overflow parking area should be moved closer to the building.; Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All planting must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel."' Due to the existence of wetland resources along the southerly; property line, these plants must be approved by the Conservation Commission. Large areas of hydroseeded lawn are shown. Only one location calls for new topsoil. Will these lawn areas survive and who will be responsible for their upkeep? Additional shade trees should be provided throughout the site. These should not all be the same species and should be a hardy LI Ij Site Plan Review Page 3 variety. Street trees were also previously requested along Suffield Street. Sign Locations: See Engineering comments. Exterior Lighting: Cut sheets and dimensions of all exterior lighting must be provided. All lighting must be recessed and shielded. Wallpacks are discouraged'. Rendering or Elevations: A colored rendering of the building must be provided showing exact colors to be used. Dumpster Location: Color of dumpster enclosure must be provided. Other Comments or Concerns: The applicant should work with the property owner to correct some of the serious design flaws that currently exist at the shopping center. Of immediate concern are the multiple curbcuts on Suffield Street and the free-for-all parking lot design. Elimination of at least one of the curbcuts would begin to correct a dangerous situation, Parking lot: islands and landscaping would more effectively direct parking lot' traffic. plans to address these concerns should be submitted. tt :,',,'"hostin . i he d.con-.,_agesa ,,prim. s '?nia ty=5&iiii e= t � 3a� 'i,2 '".I' ` oj,.. /14/200 Town f Agawam 36 amain Street Agave Massachusetts 01001 1837 TeX. 413-7 +6-0400 Fax 413-786-9927` MEMO TO: f - Engineer% g Dept., liceet,, Fire D , 'FROM: Planning Board SUBJECT:. Site Plan - McDanald3s - Suffield Street DATE. May 11, 2009 Please review and comment on the attached Site Plan for McDonald'-s on Suffield Street prior to the Beard ' s May 21 meeting Thank you. DSD:prIc' TOWN OF A Fax 14137869927 RPr 29 Ma UJ:4spio eauLluuz 6 a 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 1, Narne of Busines, Address 850 Suffield Street, Agavam, MA 2-1 Telephone Ad&ess 690 Oariton tt�reet, Westwood, NA 02G90 _ , 5. Nome o��Cwt 01M Revised V 1 /0? Print d Page, I of l 'yo a�. �4 4 , u t i l u 1 ,tiff Eq Date, 4/10 0 Parcel i ; IS I i 0 299 SSS Feet Owner: SOUTHGATE PROPERTIES LLC Interactive Parcel Addrem 824 SUFFIELD S3 Sc d . I"=299' (13S9) c� "-BOHLER N G F R I N G 1. aiwn >M, fSleRr.mt,) OPIONC' 5,L18,480.9900 (@y� •�'Ai' 'y / yy y y''�y �t g�`¢^g ,� i , e, �. • � 48,Nk�Rrs`�v$` Ae AA. n 'Nd bJ �m4✓ $A&A� � �.i m &. I..y„+:'.+. r M, M' ..nNn= w, .Wd"Sk"v`x,e ai w. ,........ .-yp�. dN �y, *N �y y •� �", ...1 WP 4,�i� .F \,t r.n 4110,12009 +, 9 kt. st a . !`a ,,7 h •.�'+'« a�;a > hid kxS, r; �,, s, ae s , en s. =' .try t. ,arP 4Ys4.ad.' t e.r..,w..t Rve..i:,om "§ 4 .� " t „t r . d. ,,.v ..I. kSsdkn,. .......... Nkwv, 352 Turnpike Road Ar lk IF U Southborough, MA 01712 B L h TN41- PHONE 508,480.9900 TAx 508.480'O1 E N G I N E E R I N G mmumm Town of Agawam Planning Department Attn- Pam Kerr 36 Main Street Agawam, MA 01001 Re: McDonald's Restaurant 868 Suffield Street Agawam, MA NEESE= Enclosed, please find twelve (12) copies of our preliminary site plan for the referenced project, and allow this submittal to serve as our request to be placed on the agenda for the April 2T`r staff meeting. i V7,h The prcject consists of the demolition of the existing McDonald's on Suffield Street, and construction of a new McDonald's within the same shopping plaza, but relocated to the northeasterly comer of the site. As part of an ongoing effort to improve their existing restaurants, the owner of this particular location has opted to use this opportunity to completely redevelop the existing site, rather than revamp Upon reviewing the enclosed plans, please feel free to call us with any questions. In the interim, we look forward to further discussing this project at the upcoming staff meeting, and are pleased to be part of this investment in the community. M= Matthew D. Brook 4gohn A. Kucich Cc: Adam Guilmette, McDonald's (Email) OTHER OFFICE LOCATIONS: W051094 Lir Kerr 04-0Eo doc *Albany, NY • Purchase, NY Ronkonkoma, NY 0 Warren, NJ Center Valley, PA Chalfont, PA 518,438.9900 914,251.9800 631,738,1200 908.668.8300 610309,9971 215.9 9 6,9100 a Towson, MD • Sterling, VA Warrenton, VA • Bowie, MD • Fort Lauderdale, FL 410.821.7900 Y03309.9500 540.349.4500 301,809.4500 9 5 4.2 0 23 000 CIVIL AND CONSULTING ENGINEERS s SURVEYORS & PROJECT MANAGERS * ENVIRONMENTAL CONSULTANTS 9 LANDSCAPE ARCHITECTS www. BohlerEngineering.com I)IMPA911P AM A INDUSTRIAL LH DISTRICT 8 va INDUSTRI[AL <CDWMCmTB Bilx (311-ILER q 0 1 N IN G J. A. J- DION, t OTfbfE PRE rw-7. omm" LIMINARY Wyr TO a Uwe rm, GENERAL NCITES- 1. RASES. ANCHOR MILP6 WNDQ AND WIRING FOR ALL OTHER "J4 'REV THE O ORAL IAACTOR. ENTITY CGRIXAT TO LOCATIONS SOWN AT Int LOT vEAI- T EA "I, OtNERAL CONTRACTOR. LICHT- ING YAW ="lmlm%wc`TAL ARE By THE NQKXL AM "HONG GWW*/OKMTDL S IMS95 MR VLAOAft Of YHIE ailCONTRACTOR. ANCHOR. ER�ffbht THE nAM" ARC OF ZPQLE SUPPLI A. =0 WES AN c ONLY. mer "9= LL at 0 TO ALLOW FOR THE MOST' ECONOMICAL INSTALLATION, COMPANIES EXISTING X 2 z VTlUrf. XWER TV TKE fog RUADOW EILECTMALUCC SUES M ENTRANCE jg�Nl UTILITY So"" AND La Of s. ALL ELEVATIONS SHOWN ARE RASED UPON DATA PBOINV011 BY THE ENOINECRING, DEPARTMENT:OF THE TOWN OF AGAWAM. RFFR TO SURVEY NOTE 87. 7, ALL LANDSCAPE AAEAS $HALL K ROUGH GRACED TO G' BELOW TOP %.A.L'I. All" AND Cll19jFWR,=rXQfAllNr. ARE FG AND U. SYSTEMS THE Shc3 &TUNIS PART Strr. FOMMAMN Vista" AND StRUCTNPI IS Or THE OENHEML CONTRACTOR. z PAVING SPECIFICATION (SEE PAVEMENT DETAIL) T if irtgooll;Rsc J.5' MHO CLASS I SIND" BASE COURSE CO- WHO M1.03.0 TYPE C PROMSED GRAVEL 308ASE cm LOT LIGHTING TO BE SUPPLIED BY SOUTHM LIGHTING COMPANY 7006 CHRISTOPOtIl AVENUE ST, LOUIS. NO 43129 1-800-783-453$ HOM mumcA CON""MR TO anxi,,T LOT L"nK 4 NOTIM. PARKING INFORMATION 31 PROPOSED SPACES 9.0, x MQ' 075' TOTAL SpAcEs 33 0 EXISTING SPACES - 2 I N." PROPOSED SRlACAElPED &0, X 111.0, 075. UTILITY INFORMATION SA L" SEWER SIZE I' TYK LOCATION pyo ON SITE WATER ON SITE STORM SEWER ELEW41C I 2t- A41, ON SITE ON :SITE ON VIE SURVEY INFORMATION PREPARED OY9 CONTROL POINT AISMIATES, INC, 36 TECHNOLOGY DRIVE WARKH, NJ 910" AIR IRc COT u INEVEREV, UNEW APRIL ,DINE ft SAM, 17. SHEET -INDEX C-1 of 15--- COVER SHEET C-2 of T151- NOTES SHEET C-3 of jS_p . DEMOLITION PLAN C-4 of 15--- OVERALL SITE PLAN C-5 of 15 — SITE PLAN c-s of 15 GRADING PLAN n. C-7 of 15._ .. UTIUTY & DRAINAGE PLAN C-8 of IS— CAIMON AND SEDIMENT CONTROL PLAN C-9 of ll--- (ROM AM SEDIMENT CONTROL OErARS / KDTES C-10 Of 15. LANDSCAPNC PLAN c- I I It IS LANDSCAPING DETAILS / NOTES c-12 Of LJO."NEI PLAN .1 15 CONSTRUCTION DETAILS 0-2 at 15__', CONSTRUCTION DETAILS D-S of 15--- CONSTRUCTION DETAILS Lars 1 Or I BOUNDARY & TOPOGRAPHIC SURVEY (BY OTHERS) 1 or 2 :.,ARCHITECTURAL OUILD1040 ELEVATIONS 2 OF 2--—ARCHITECTURAL BUILDING ELEVATIONS �A2�021� PREUMI STREET AVORESS PLAN CHECKED::: 850 SUFFIELD STREET TOWN STATE DRAWN BY; sJL AGAWAM MA CHECKED BY; JAK LATA)MAL, STORE NUTINSER PLAN DESCRIPTION COVER SHEET MKS NOJNV3 069 Issmuoy 1 1 NOMU ISV3MI80N s3enivN06 NOG-00 "SSINv3d N31mam N13KI MKLA 030MOU43N A) ION 1wmS ONY IYW$ N0uvH0dW* S,CWN"A AD t[HAJDHd )M1 aMW WOOUV.)UMdS 0MV SNVU 3S'JH1 SNOISIAMi X03HO NDILOMUSNOO 60/94/90 r, 19 m @ 31WO (M2dln03; &MH"03 NMO.L SSINUO L/10 NOUMOS313 11'w ti'ia SIVA08ddY NYU tl an ox WINIgo i 4 4g t ij ;M p h4i !'..' 1 11 ga a�Pj 1 1 NM IRs I I F MI I I lflj�"'tgfj 11; 1, p� Si it VIP Dit' fill 4: 1 , its Sol t ow, HIM h WV1 go 0 A I I xv v W1 gw I . 01, il TIMP W1 !P9 1 11 S END R9 � 0 i2 1 10MR915. 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E STREET ADDRESS P 11 CNECKEO 0 SUFFIELD STREET AS —BUILT TOWN STATE: DRAWN BY: LA.- KU�CTCH AAWAM MA GHECKECI BY: COUNTY DATE; HAMPDEN SCALE, PROFESSIONAL ENGINEER w$Pu�ll/Rs:t" 11CCdi5C xy Aiy1¢ wru+ca+icwixxtNac w. xAIa1 NATIONAL, STORE NUMBER PLAN DESCRIPTION. DEMOLITION PLAN Si NO. OF a M■ Wo SLOCKa o w F LAUDS OF P MALTY, iN4,. ®K 14489, PT.. 1E7. �-e DK t �6 ;OIREFFIEB,' LUG I, PG. 177 l fill el Jew ♦ i ce. 41 r: ��r`' 'IIIIIIIIIIIII�� I 0 r � ' l E 1Jil . -:w ww —.:100 To" LAMP GRAPHIC SCALE' t YilYY41 1 Ida% i as TL.Y" .. ." 3K ZONING ANALYSIS TABLE ERROR WORM fusm I vkw Raw1w wa or 6xwff% ew 09 w v saEm 7 t :Bias: (sMUD st). UR.xim Fmam T!iak IN mil wIOU1Vr,4E5" 1: [Yma4 " 7eA NONMO ) ts' DIV i51@/w& 1Eauwr�eaC ali my i as' er.Z f �IOF. E#wiFE} - - t y1, * Nis( '4 ',.. Wmm w66w wEl + ' w Ef m piamw wwa Mfw VICE EA tm it" wN' S# E'EF $awA[sj # tEAW1B5I 33' ji) iT I= 3E NAV4 gnu mt naum I" Ewt mw ism "au of ""m wsww DE wnuw FAMM 6000 Snl - 01r em snit Tauu9m T89 tar mmA WdA V am EMI ma. ARM 0 d S"1m 7 d.171«IS." OWN ,.,Om 90, Er sw ff ! WAN 9 • aAEt = li"w ... gypiP RAVEh4 EN-T MARKINg— FEND /I• TEtL « 1jNE �41♦fl ��. 8K. 10 'SMI.L S7{Jk TfflRE. IANE Le<� F wfq Ai i'RiC �". 'Mo EN ft"CrAwappy a z +:T STATUS DATE I BY �P�1F E7wIN{3 G�Nta _. PRELIMINARY ssx=3pm[mootme-... STREET ADDRESS PLAN CHECKED 850 'SUFF"IELD STREET AS—BukT ""— TOWN STATE pRAWh! BY:. SJL r^+ ^� �" J.A. KUCIC 1 —e..u...W.r� -- AGA AM MA cMEcrcEo EaY: EK :...,...,—. COUNTY DATE: 65/Ou.JD� HAMP€7EN. : SCALE: AS SHOWN PROFFSS1014AL tMINEER NATIONAL STORE NUMBER CLAN DESCRIPTION. SHEET NO ,�..._ stsax+cvenscrrs e>�ir+R Y..++diw (�.�. llA�+ xa EpsYr. SITE PLAN.. S9"a'�1 m6SdseZ dwrp S� A5 6i Y p Vf +ey NG1ANiM1M111 ii q{ bras rldbk? i3MYS� tESY "� k CS 3 '... 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PWD @NeOQVYII'S LrOW.S•O.OSI R0.i#.I1 T "`* 4 mIl +s eT Kmm asl omen egpp, a+ �9i Mai e 1 p " U g w a mr mross 9r/ SaMa I IT MT `1 L-n " 14M 7a MC1Ys Allow w ti ~"C" WNiPACrOA GWL 19CCP O]IM9Ns Or: IAr0 a� awm t ula Ia Nro { Imm kwLw AnKvpm }.. * 6WIOFTR MI YMOOa OOIIOIi'2C9 N .4MaFI1cM w 10 cam s vm tonsl=ao 0"wx cm o ° e - '� � r olk III" Mh tI[CIatF Am � am 'r4 c Mnararm : iW jNSarii,a4 to")�ttrrw.cum somm �,ua. �.p com MO (Mw Td W'r 'C q�af, c COIOI9lom SISIMM. I!a WOi1fOK, 1 �k, �III Polito� 6PIII9C7 lNi [MElml 1NPTR:INIirIPiiM.7, i m; N "^ w q '9' 1 � wE w F om aal r a LW a€ w to nE w Ow amccc az< 2E tuE R NTT I Nas tom + III MIT Ott* U-4cuum rN a , _ I ww \ ar:rala AM t cow rmlw Aoplat lOcrmm OF &W : #o y._w __._—w--_.__W—,........-.: auamMLwrwwoa2 ,mrrr rd I—'--------iX wwr9y.zrj IM'tI.} c � wte+,rtit d,3 W} 1 F L.w�l�. N STREET- o- IFMl9UC::- ®O' wmE — t"s TOWN Law 19 STATUS DATE SY PRELMM31NARY w A STREET AWRESS PI -ON CHECXED u u`� "�' p 50 SUFFIELD STREET AS—EIUILT - RAP"IC SCALE �a �T�p tTyy B1 l LM J:� m n it to w w 17I'4J�17LER J.A.'�{J''�'[y�,,gg''''aaT�'+ jjjj iC}W STATE ¢kA,WN $°(: Sail. aYasNsrsxk. N: H 7f G 7 F 1 i N 4 ,:. rl 1111L°IC11 Q +A 4 � CHECKf4 BY. JAK. 6.mwwnwracwrd.Iola 4 IN FEET) w wYwmw rwmak r. "� CgUNN DATE: 05%0/04 CE na,�CAMPDENI . 2O fC nwnomnsYrraeonen.uew: a :« .-.». SCALE: AS SHOWN ,,�KC PBflFES51i&MAI. ENC9NEER ...,,, rem.,a `so" NATIONAL STORE NVLXBER PLAN DESCRIPTION $Hff7 NM?. wr +asso n�. nY.Wza M� NR xc (matUTILITY111It E7Y DRAINAGE AC .ssTog€ 4424w PLAN 1 � ` \ r i u� Ile, L rum mft Dr) y < ` i IV 1 17 4 SA y 1 aaa 11R pny � - ,T 4 `kMraIle \ \e .00, r \ \ \ Amx wAA rwu. GRAPHIC SCALEIf? FZE7 9... � . I : i-h _ 20 ft- 4— — T� � AFF" 19CAIIAN OF MmIlAWIT OF X, IAp UKA=97\\\ IK 9LfA091 91AAlR ■ _ — _ — _,..iM_...._-.—. — ~� ,� AmO1L IOGAG7N OF A :t �,�4 sA9cm/un or r VD00@ PL&M VO aQ MVD10219D [P@)[M 992@0@DOW PMD3P03L@ OlAldl'7' —A i'.A JJAJ1JAJ :L J (PUSUC.- AWE WIDE ..-:::1,69 TOWN B� L' ®BOHLER :R axon xase,aa 6 N Q i IP 6 8 E I N Q ,io�xoam nweacemanimxmnw .wvm. [.xaxGnµiunon[s A111lAlrJll�Y LLWSIRIICIION UECN. pA1C J.A. KUCI.i CaN51R0CI1pI:OA4:A: OAIE'. RADFESSIONA. ENGINE xa55bN4AA'S , x. tQ 1� 1094 ao w051094se2.tlWq ®: 09 0 , @0 e o 7 , z r- n a � .-. z z sw nQ LJ W 4 D �i � "o ¢ :PRELIMINARY' - STREET ADDRESS 850 SUFFIELD STREET PLAN CHECKED - - AS-9DILT TOWN STATE AGAWAM MA DRAWN BY: SJL CHECXEO BY: im COUNTY HAMPDEN DATE: 05/04/09 SCALE: AS SHOWN NATIONAL STORE NUMBER PLAN ➢ESCRIPTION'. EROSION AND SEDIMENT CONTROL 'PLAN - SHEET NO. G or 15 M11-6ZE 6:t BL) 06DZ6 M '000 ti63M nAary 1 'm z ti 0 133Mas Nolwo 064 SS3a�7�Y a.. 538iiitlNDt$ NNS-60 _.. ra6S!t+zs3a +micux nr3Ne utsrnx mart 38 ;ON 'ieWS t9N.Y ` a NrWdOdiM S.FPAM° J4 A143dOW 3ki 3P' skouYNA034 ow SN"" 3s3 3 SNtas�3FC ursNt latr UN3W Nmol lsi/--T—I a3a tit s F S1YA ddV Nnd A8 N0I1c8 530 31YO AM S, a a � sue,, � Yr LO 2 1. W z V) Fes ' 0 ch t~ia v a aA' Ln w o a O sa W 7 CI_ asp w R = a lak � - a aft - za 0. 4 _ ter. w n t" v a 7 g 0 W e �x go- g lei jij�W C~ w j8p 8- Go W ri k 4� 1 is IN � ell . r � r r err g� a r r ig €€ M r fill r s r � teas g got r e gi r as i.- °� �4 r� �'; � � � � Il�� "'� � m� .� 11 1HIp i a GRAPHIC SCALE (.1N FEET 1: gig ' 1 Se10N - RO ft F. , 'M TFIIS PLAN TD BE UTILIZ�EID FDR LANDSCAPE PiIFi;POSES DNLY I EIFE;RE+NCE DETAIL Siff ETi FOR 11 PLANTING SP'ECCFICATIDN'S LANDSCAPE SCHEDULE 0 0 � ID� m 0 0imm MACWI110S we. KOVIM Si11op0m Suallumn "MangaRT 1 1h-i tAL 0 Ze I ZI11P01'A mbtA %w W& OD m ULOU I Ill-r CLL Ne 1 amwaLm Ac 2' NIVA4dift OWADSd w001IrW:Spam mmcl eN e-w: e.11 namalim PM ® WA PI►RtMi:. cmwmo Tim e-Y 10 rXISKIZILM FI 7 on iYASWL Vmm CTA' 60WSCF 40"HOLLY 21=3C p:0N1 � 6 wvial&'YIWIIw SNANKR INWAT NUT I00' 03 cm Y1L 1/ AMO�AlII:GlO®e'PIRJflW0sL9W0CFA' S9WICIREI a" IFiO':m p:eN Am :17 mwm mawim LO mow &A :0W01 Chmm Amm Is-lera p:OA'I m I IAgA06E3k9 MINIM 'NOAS mw NOW mw 11®061ms w3e go OFAY 4 Mdombom fnamm I�:PAI : PAS 1190000" tHr +0 IH 17 lm= MIIII low law V& 1e+L' Ne.:. IW 21. Uld I MAVONFORW OEIGWA T{jT 34--M`is NI. cl. 12 0711ZO:eFAG11 V0011m1 smum Ot] KO:OSEe p06N000:. 9�T.: so OFA V011M w MOR)O A 'ABIOSA1000'. ANOf51000 ONOKM Se-20 0 com N9" 0 FOmaw FINI'm vVirNOFP. emmna Ce am3s lm le -le 13 cm OBO 17 MAX lIWOi1 VKKUSIC FOIO N11K OM IFIO'. p CAN ML II worn Comm modal hums 7: W0 w iscm w I VWWA O0MOM ampo w lKla d sa' e.e 73 MEW Rm 56 IR71F110wAU19 vw VOW ww 010 wxy 1 WL DwAm e01E IF: AW 06COMM OM IFI NICIM MIONI N AK PUN AN lK P11er M. TK FUA MOLL p aM r]$OHLER;M BOHLER J.A. Kt N G 1 N E 11 t 1 N G CuvsIxOCIIOx aka- a7[ n a°.r'«.�we om.aamn.�cweurwm `" [OS4fA1XPX1NC1ffU[ pVE. �iOLe8i7olR ��-� PROFESSIONA uAuuxusms:�t PRELIMINARY FMUKC, Nx IA %: xw 10EN Mw 4o of usm FOR W091094 w05109455Zdag SPEC L LANDSCAPING NOTE ALL R NM WM K WAAeb un INF IOM OF THE POOIIO w Amff= THE FOAM AIm:NEun "MmLi IIWI: IE.. THE FAIM :STREET ADDRESS 850 SUFFIELD-STREET TOWN STATE- AGAWAM MA COUNTY HAMPDEN NATIONAL STORE NUMBER PLAN :DESCRIPTION LANDSCAPING PLAN P a� a a � O 0 o o � C z z � o s N ¢: F W nm ; i N Oz Lu � 4 N W o d : as AS SJL JA1 08t1-6Z£ (W 05OZO M MNUS3M tl3xYo Ym ,Q o zz. 133HIS NOINWO 069 "S53ifO0V a = N0103H 1SV3H1HON 3O1i30: S3an1VNOl5 NOIS-00 'NdS5iNtl3d N3WtlA1 tl13HL 1f1ON1N1 03511OOatl3a 39 ION. TYNS QNY Ids) m53 xy� �- NOLLYa0dil0] S OTYNOQ�N JO UhAdONd 3H1 WY SNOL1Y3L1133dS OW SNYId 153KI ld3Q.SN011Ytl3dD -Ftln 15MC] W Y C] a 3„ Vl J V 2. U IJ 7f S SNOISIA3a NO3HO No11Ona1sNo3 z so/Bl%so z: 3,iy0 {03alno3a z) 3an1VNJls r,ya s1N3wrroo NMOl ss3aaov 60/91/90 I W � , 3: w � � W a a w ABNOl1dSIVAOBddV NVId p. v a m rn : FaO53O 31V0A :Ama a a � ; '� u _ U W' Z O < Q H a 0 0 W LA ¢ la i- ,.4 1•- Z J uj Q. a z_d a W w A6 U w L. Q �Z) x w �o 2 ov1 W c € �s 00 F �F o aoad ;� o 3 �� his W y ti �. 8�uu ..�w4 M�:� u � n-:-n : �� '3 g:dt � � �� a� o � Z F�1 g n M. E G 43 f N W W CIO ft 4o g it o � u ® - Gal h gEi n y- o � $�8a�'�& Q g=Svac 8 s a r _4 o ` q n i,u Jim 2 J yap R ail IN 9� air a g �+ e' asp: x A 8 a a: OWN IV o 1 if a� i 2< sE z @ e 6 qq a . o L oW 85 aJJ RLIR49 >� a�1 RI I U s - pill 2 ITE xg, !s - i E I S, I '. I " myIto 19ig @ Y a g r�< Oi I x F fig' 21sG_ Q .1 to $ 2 Bg � W &i p �1a will! �� e�� J Y 'o � � � H $ �� 11M.4 etmg. - yg 1y Rl � 4 Vi a . � 3oil jjL,-1 � tl 3 x :4 9 V ;HH- >N ��_ ;10 ih 99 N �9 ERR 3, 1 o x upggLS gs n lag F alls lIN11e Li 9 g ift ga $ M ; a� 15,11 B a�m� K� B ^,., .,B IN 9� �.� ��ll� `-' � � m.�€. �� m�. ■� >x m mod.. e3E ..�� ,. ir�: �� . s $ � Hi 1� �s � jr X '2 gig _ ffi� a<� glb I igl 11 5 *1 gill, ill I <_�W ggo ae§ W e fl g a _ " ` � g � a a E a " a 11llw� g � _ > � � . , s p 7 19 6 � a te @ E I MY Wgv ;�" � aEg � $g As >� _ 4 ` wpo4WV4,ivi, 1w ee 1- qh I� �Pav N e w e s g�..�� E< z Oil �F �� S� pip iNP Mull 'P If" A ii 61 all '1111111jam, lie H _ �Et e c SITE LIGHTING NOTES 1. If w0mmom on NOR Pumm=q V PFOMMMMK" 2, RONAM SM ME CONVIRICIES FOR ION FaTM A IN W CONTAM 01, C Ll 0 0 C,l D. 0,0 0 t' 0 CI O'T' 0 a 0 G p 9 NOTE- THIS UGHTIM PLAN:TES:la LEVELS CALCIAATEO I'MIA LkMATM DATA TAKEN somem; war arm 0.0 0 0 0 0 q n'O MOM CONTROLLED CONDITIONS tk ACCORDARCIE VAIN4 KLUM*ATM CSOINECINNO SOCIETY or WORTH AMENCA (rESNA) APPRDVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PISAFORMANCE OF LUMBIARIES "Y V 0 D U L X ri 1 0 If 0 S Ll u u k7 a VARY WC TO VAMATION AM WCATKIL tLCGTRtCAL VOLTAGE, TOLERAMOt IN LANIPS, AND 01"V VARIABLE 01 0 5 0 7 1 0 1 D I FIELD CONDITIONS 1 .6 J. 3 D 9 o'e (1, 1 n O'D NOTEz THE EXISTING CONDITIONS LIGHTINO LEVELS ARE RC'P#CSCRTAI`JVC OF AN A"$IOXIMATION UTILIZING loop, 4 '3 4 9 9 1, 1) LABORATORY DATA FOR SIMILAR FIXTURES AND/OR ACTUAL FIELD MEASUREMENTS TAKEN WITH A LIGHT METER L ;aMap DUE TO FACTORS SUCH AS FIXTURE MAINTCHANCIC, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ECT.. i 'PAN' uul =Vmq D 4 j 4 a V I 'j d ACTUAL LIGHTING LEVELS WAY DIFFER AND LIGHTING LEVELS ON INC PLAN SHOULD At CONSIDERED APPROXIMATE 0 7 (1 6 F4 aL INEA AON L Or !3 D., 0 11 11 1 a 1 4 Y"' • wm 10 will 9 0 4 1 4 1 j I i. AF4 "I c 0 i j) Q L) 4 :1 p J 1 7 imm. Mom) N'w? 1 -y "am MA 4 Ll\ j t KI I r 4 1 q W12 cow U" MW IN W" . 11 "m 10 mu ................ 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'••`�•'" Noklvu6dN45 S.b-PINW-N 30 ALtl31t5Nd 3144 7W SN®11Y.}Li173d5 6FRd SNYYd 357W -_ •"•"•••`"- '- 5d37�a Zia tray i � t i� 1 sn ❑ � r ... iJ 'N lSfV69 :� c m'4Nwnn mAAni c—unnv I An1ci inn I A I LV® (U381n0311 )3NO1 'N 15 m 3 hoc + QN Sig LA ZO w q ticC LiP19 e� rt r w cl � 3 e oil_ a igillS.' M E : .. IS1 �n^C Yi,, #FJ ril �i "F19'A rg� hC S1 -_ v pQ LP.r FT] z &'fir � �`` � y TOMz It l P11 all I At o® t _ .4 %I Z ► i leg $"! ph sip; .sri�zz ,xr1-x1 ,. , � _ 0 Rall b52. _ R 6 ILL .N%S Z-. • 9 IL L---J T2 ATM" ., .. aSal—RC 12L) 06010 °a>+V '000MIS3M ! w 1 0 3 133a1s No1N+a 06aaa� � o x N4F`G8 1S'VIHI ON S3dn1°6NMS ki:i -Oa _..-NpNMm3d NaURr1 HakiC mundowju 3e ION 11WS {)-N •ii6@.7�k253 ° :� ° 1.. ,�. o C "ftw 7 *9 7('S L+i3ti i63Fq 6aJ'B ltrSti Z :: t ca •p m@(a@M:3L*ii ('U3SWO38 z$ 38Mt1 96 r ? .. Q r ' Slt3MMSWa F1dIRti1 'S3 6a/6C/9 i _ '�°� '�''" - M' w AS NaU4HOS30 31W MU 5'iliA4)i.FddV Ap, AC z U 3 �4 p F-Lj �� z Z ca U w > W 0a w a p coZ u � z x. r �w 5- IRE � < •r r ng Mtie v 6 $ o r 3g�N -�°. ` a "ail M +4! o 9 as ffoz w 4Ltj Mai 00 ir 00 &D 0 � w' % gal a s a a 00 iq 7' OUI OC 00 00 Its Le 00 00 0 C9 � I �� Li c3 : 0 ��_ --AL- � a 0 9� � R C 00 � p s S O » 0a aY ~ �6 a �a6 ,caa _ °• :sr4.-00 8 acaa0 c�0 r17 .h 0000000its a wrs i 15 7. Hill NY a kill r - 4 w I 11 w i ° P . .. IR o €F a ell! nili ass jjs .2R Log o � � M ° 311y 24" DA. MEAYY OUTY FRAME & OMR Cl L.BARON'.OR APPROPEP EDUAL, RIM ELEY.(SEE. PLAN) FINISH GRADE (LIBEL 'DRMN") IfjI :I 1`: MAX. IN PAVEMENT I- :IN GRASS ' MORTAR.:: ALL AROUND n•-a Two COURSES or BRILx:----- 2• SIG . 6" THICK :1'-O• . 2" PAVEMENT I 6 LOAM, SEED AND MULCH SLOPES •_ MASONRY NnTaMUM, FOMa z'D• CLASS B CONCRETE PAST KEY (INCIDENTAL)FOR RICK WORK FRAME AND F (INCIOFNTAI) BRICK MAXIMUM BK w.3/B' MIN 7dP SLOPE SLOPE FULL MORTAR BED PRECAST REINFORCED B' V1. THICK CONCRETE CONE - VALVE BOX TO SUIT VALVE :OR FIAT B`THICK UD "' AND DEPTH OF BURY - .... z a. (WHERE BURIAL 15 SHALLOW). — — NR3UCOUING [[RSES T MMEETT:.. �+" § Co e: ALUMINUM OR PLASTIC AS EXISHOWNINOCN PLAN OR: encr WROUGHT IRON 5-,7-,Oa 5 'STEPS O 12"OC. - _ 3w SUITABLE BUTYL RUBBER ( 9BLL PER LD = l!WCIDEhTAL]] ORA GRA4ELTED TEBORROW j z.':Aw.°M1OeR1TmLaTw 5 �. SEALANT (MP;) a TAMP'<BACKFRL ADJUST TOP SECTION AS DIRECTED U F25iX).Psl CONC..INYTDl7 •�'' TO FINISHOP (COMPACTED IN 6" LAYERS) _ — IIw.:._ ro �w� �'"""' I III idir- To �ICURED WHEN CONrR E R ER COMPLETED �_ JI 1LII��IN �Ir GRAVEL BORROW COMPACTED 67 LAYERS (INCIDENTAL) r�� 014 IiIi+I LL _U. �—I1L ®I=►�11L II: J1 , :. TO BE ill Jl;{�!'! E ALL ARO NOPry ® IJ ✓�`CONCRETE - ® „ :. =11-. W+ UPAC��l1= 11 IL IE-1L �I?11: ��'� - r °°� °s ems• �R :°• �iEED .lf'o.Tl...... �;zri W� WATER PhPE \-6• LAIN. (1'--6' IN LEGGE) omsAenn NOTE., w ALL SMUCTURES SHALL BE SUITABLE I -O. ap�STRUCTURE SHALL BE:'DESIGNED FOR HS20 X4 LOADING' N: REOUIREwEUTS OF ASIRA SHALL MEET THE.. GATE." VALVE ( ) SHAPE 109 OF PIPE. PIPE TOG TO BESUPPORTEDTO R PRECAST GREASE TRAP NOT: TO IRALC. iO D. + 2'-p"' FOR THE FULL LENGTH OF THE BARREL•, 2 EAVY DUTY: EXCAVATE FOR .BELLS (INCIDENTAL) TYP. PRECAST CONCRETE PAY uMtr NOT TO SCALE STORM DRAIN MANHOLE ao ro Vkc PIPE TRENCH DETAIL NOT :10 ECKF. DR :SY: N.rBLLDWIN �. Hydro Conduit. �,1TOI Z4`50 HEAVY fHltt FRAME &GRATE CONCRETE CURSING OR 51 CA, Pr LlBARDN OR APPROVED EQUAL BIT CONC. CURBING SEE SIC 4501 �..AAL C.RenHa BLRrmceptwT D41E LNRCH 2 200 ((SEE GRAD NO @ UTILHY SHEET PLAN FOR LOCATION AND TYPE FINISH GRAM g a. COR:RIM ELEVATIONS)' (>hy. gM R5-1 Rt»1 FINISH GRADE � a. DO NOT ENTER'SIGN 'STOP' SIGN 0 NOT: TO Sf:StE NOT TO SOLE MORTAR 3 SIDES FAME A WATE TOP OF OW 3 . TWO COURSES OF BRICK _ U ^ 1E1 Is Tr t.GG 4•- " MASONARY MINRAUM, FOUR.: DP10E:N1ARTER$ - - MAXIMUM BED FRAME AND + 5._O. + LISTABLE VALVE. k LJ Ti' WT TdN 1.. PRECAST REINFORCED.. 6' I A BRICK WORK IN 3/B" MIN.: EIOSTINC. Box MIN. N �: °�'•�" THICH CONCRETE CONE 7G FULL MORTAR BED WATER AWN v w r Z o eL.le, ivlw.Tameo VARIES. yddr Ir OFIC THICK FLtA 2` TIPE : K' COPPER W ~ 0 UD (WHERE BURIAL. COMPRESSIBLE FILLER (BUTYL RUBBER) NE FOR 4•y P,C ppE ' IS SHALLOW) ALL JOINTS REIRIYABIE N. IS'ym ES CURB STOP o CP W It w1 NON -SHRINK 4 -0 B4ffS E MD TEE: ./4• CAP -- 51ORLROPIg1 a € 0 0 CH III [.a aIP's MORTAR O PIPE (COMTRIETBT 1. 00JOHR13NS U' TO W DEEP SNAL BE 1 46ERT {�} 'X = p. OPENINGS ALL FLOW ABLL S2Q — °'E e.-0• AROUND SEE .PLAN SN61[ aN1 CONFTRAnam (By w SEEN7 w . Ra u 4 1�cyo. I OR"INY DOIMRJ IERLE �NL Q: TO ICONS R (v' eE we PwE �( _E1W0111F*E hPE PROVIDE 2 CU R OE: SCREENED CMYEL. e 4'P IX1RLT + CORP 5TOA:. OUTFLOW PI�f � c;... 2. SEE GRAgNC NO Muir PLAN FOR �. � RSER PIPE nME TAw imrE M nc) - wUECIOXam (12' DIA MAX ). 5' +=.: INIFRi WA PPE RIFO. . 45Im cIMNAi...tTm .m ;7. ALL STaUC1Nd5 WA.L BE suaAaf FOR N-2A LOWING MD SNALL MEET THE — N Z B' CRUSHED STONE 4 M5E FLAT UIREMEIM OF SW my , Rr P ire u SERVICE,. ONN CONNECTION DETAIL. SNAIIOa .AERT APP.IGRD16_ NOT TO SCALE +n e 5: ALL DATCHBLBNS ARE TU NINE CSN WT A ( � H-. `^ NEE#➢ _. "STOP" I ETAIL. •.•. CONPAOTEO SV9CRADE SIPAAATOIS IMALIEO WIN 4 SUMP (MN.)': RSERT DOME MIA TEE HERE .IOSAM SERIES SB4BO : a TYP. PRECAST COMR. {LEE aPDW 651D FREE SAE avuj CAST PON CLEMIOUT $ a°° (w 0 CATCH BASIN DETAIL SECTION THRM CHAMBER WITH PLUG (a' DIAMETER) O a. SECTION: :THRU PLAN: VIEW (sEr FLUA1 W/vmm) NOT TO STALE: N07E . FR45HED GRADE UL- •HANDICAP PARKING 1 THE USE OF FLEXIBLE ODNNECTIONS IS RECOMBENDEO:: 12' DIAL r 6 THEK:: 3000 <. AT THE OUTLET WHERE APPLICABLE. PSI CONCRETE COLLAR:... ONLY' SIGN 2 THE COVER SNDULD BE POSTPONED OVER THE 4"0. NOT. TO. SGKE CLW WT/%CNT PPE ARID THE C'. INLET GOWN AIPE,. 3.'TE SMMCEP70N SYSTEM IS PNOTECTED BY OPE OR MORE:" 6` PY C SCH:..40 RSER.... :OFF THE FOLLOWING O.S. PATENTS: j49a5145.5406 9a5145 -�5406331, 15725760.: 15753115, /56491al, I6 mm. ANC, edS7164D. DREssER COUPDNG. ^` W 4.:COMfa1CTO11 TO PFgNOE CP/A1E TO SET lB4T (HEAWE$'R SECMINWEICx$ SOW ::LB): (1) fi P.Y.D. SCN. W W STORM WATER QUALITY UNIT SIG 450i 45' OENO CONOREIE WE APPROVED EQUAL BY THE APPLICANT) 6 PW (Sw A35�} CRADLE NOT TO Sc-LE ' w Z V:: (SOR as) TERMINAL CLEANOUT DETAIL NOT TO SCALE STATUS DATE BY PLAN SCALE' AS SHOWN PRELIMINARY - STREET ADDRESS PLAN CHECKED �] 850 SUFFIELD STREET AS-131. LE: $� TOWN STATE. DRAWN BY: SJL BoxLER 6 I N B$ R I N � ........ B J.A. KUCI'CH AGAWAM IAA : IQ CyNSSRTIGIION.pffCR DA>E CHECKED BY. JAK; COUNTY DATE:. 05/04f09: a�i.wlvwn.w'°L'°m. .ww.ccN. owl.orw...ALaolewrum. ) ,e„ HAMPDEN; SCALE: AS SHOWN: ...�.www,rr✓.+v vimeen:un.ImA ,wm..,.:•o.'w,,,..w...r, fpNMSTRMLTIDII CNEIX. DME --- <a7R3VaI PROFESSIONAL: ENGINEER NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. wLysrcHus.m LLrFvle N. ,41Ax PRELI RY PST � r: CONSTRCONSTRUCTIONp ��/q�J� W051094 W051094a52 dwg uorroseusutolacornucnow DETAILS MAP 1-8 BLOCK I Ap 1-8 LOICK' I 9001L La 1 0� �Wv MAP h7 BLOCK I LOT a MAP I-s BLOCK I LOT 14 NA LANDS OF VAILUAM & ANDREA M=10 SK, 10067 )5. PC. 425 0 1I' BETTS AND MINDS OESCRIPrON PROPOSED LEASE PARCEL PORTIONOF LOTAGAWAM DICK I TOWN OF HAMPDEN COUNTY, MASSACHUSETTS ALL THAT CERTAIN PARCEL OF LAND SITUATED IN THE TOWN OF AGAWAM, COUNTY ' of F PLE COMMONWEALTH OF MASSACHUSETTS. LYING WESTERLY rA'D ADJACENT lNi SUFFIELD STREET, AGING MORE SPARnCULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHERE THE VIESTERLY LINE OF SUFFIELD STREET (PUBLIO. 60 FOOT BIT IS INTERSECTED BY THE DIMON; UNE BCTVaN LOT 1. BLOCK1, MAP 16 AN OF a (NIF LANDS Of PAKANAS REALTY. LLC), BLOCK 1. MAP 17, AND FROM SAID POINT. Of OCCUNING RUNNING .THENCE. I, ALONO SAID "ORIP UNE, SOUTH 65 DEGREES - 53 MINUTES:- 22 SECONDS WEST, A DISTANCE OF Ia7AG FEET TO A PONT, THEMM- PROCEEDING THROUGH THE LAWS OF SQUTHCAJE PROPERINS, LLC AS:OESCIIIANTO IN BOOK 10400 OF DEEDS AT PACE 137 THE FOLLOWING FOUR (4) COURICSz Z NORTH 24 DEGREES - t4 MINUTES - 56 SECONDS WEST, A 031ANtE OF 20,7* IN FEET TO A PONT, THENCE-, A NORTH 65 DEGREES - 09 MINUTES - 29 SECONDS EAST, A DISTANCE Of 14SI7 FEET TO A PONT OF CURVARLIME, THENCE; 4. ALIDN� A CURVE.. TO THE TT HAMM A RADIUS OF 74SO FEET, A CENTRAL ANGLE Of 50 DEGREES - 55 mmits, - 15 SECCNJSS. ANO AN ABC LE401H OF 0621 FEET ALSO MARC A CROWD Or SOUTH W DEGREES - 22 WINUMS - $4 it EAST. 04 CHORD DISTANCE OF SCOS FEET TO A POINT Or TANOCKY. THENCE; S, SOUTH 43 DEGREES - W MINUTES - Is SECONDS EAST, A DISTANCE or Ip"Z FEET TO A PONT ON THE AFOREMENTIONED WESTERLY tiNt Of SUFFTELD STREET. THENCE: MAP 1-7 BLOCK I A 0, ALONG SANDWESTERLY LINE. SOUTH 00 DEGREES LOT e - 11 MINUTES - 42 SECOND$ CASt A DISTANCE OF V139 FEET TO THE POINT AND PLACE NIF LANDS OF or BCCWT#NG. CONTA14ING 42.873 SQUARE FEET OR 0.204 ACRES REALTY,NIL. 4 BX. 1448a, LPG. IS? UNI NOTE% t LOW$ KNOWN AS LOT 1, BLOCK A. MAP I -a. AS SHOWN ON THE TAN ASSESSM'S MAP OF TNT TOWN OF IOOAWAM, HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUIXTM 2 .AREA,.LED LEBLOCK I - 327,481 STF,. At W.NALD°S PROPOSED LASE AREA - 42A75 SOORR 012.1A10G4 AC I LOCATION OF UNDERGROUND UllUnES ARE APPROXIMATE. ALL LOCATIONS AND SZEII ARE BASED ON UnU" MARK -OUTS, ABOVE GROUND SYRWTURES THAT WERE VISIBLE a ACCEnSUE IN THE FIELD. AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT IK TIME Or INC SURVEY AVAM,=A 0-T PLANS AND UTILITY MAAKOUrS DO NOY ENSURE MAPPING OF ALL NNOC �1) 500 UTUTESIAND STRUCTURES BEFORE ANY EXCAVATION 19 TO BEGIN, ALL UNIXACROUNO UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCA"N, %n AND TYPE BY THE PROPER V71MTY COMPANIES, CONTROL POW ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOW COMPRISE ALL SUCH VnLlneS N THE AREA EITHER IN SERVICE M A&ANTARIED. REFERENCE* k THIS PLAN M BASED ON INFORMATION PROVIINED BY A SURVEY PREPARED AN THE FIELD By 1, THE TAX ASSESSORS WAR Of THE TOWN OF CM47M POINT ASSOCIATES, RFC. AND OTHER ACTIGNORCR MATM4 AS USTIED HEREON AGAWAK HAMPDEN MINTY. COMMONWEALTH OF MASSACHUSETTS, 94EETS P-7 & I-S, 5 WE "Ay 4 PREPARED WITHREFERENKE TO A TITLE REPORT PREPARED MY CHICAGO TITLE PRALARANCE COMPANY, ASK THE HIM: 142P-SI, WIN AN 9XIECITME DATE OF MARCH 25. 2OCSL 2. MAP EYMILTO 'NALTIONAL FLOW 44SWANCE WHOK THE FOLUOUNM SLmvTy RELAIM ENCSPTNAAS APPEAR Of SO4EOME 8, SEcTTOm ez =r FUIM, FLOW INSURANCE RATE MAP, Amcors A"wAk HAmPm COUNTY. PANEL a IN emm - aBOCK stomat, OF r. COMMUNITY-PANCt NUMBER 2=33 OM A. U ps"Sm FEBRUARY f, 1979, A TANDSO BY THE TOWN OF AGAWAM FOR AOKWAY PURPOSES N BOOK 1451, PAa 236 - R04T OF WAY OF SUFFNELD STREET SHOW, a NAP ENTITLED 'BOUNDARY SMfVVET, SENINDAIE C) 9 TAKING BY THE TOWN OF AC*WAM FOR:VICHWAY PURPOSES N SOW 35M PACE 40 SHQNPM PLAZA. SUFFIELID AND SILVER STREET ACAWAAL MI&MACKLISETTS, FT CASTOWN W - 100147 Of WAY OF SLIFFIELD III SLYER STREETS SHOWN; 622 STATE $1, SPIFLO, MASS PREPARED BY TERN EC AND NEW ILNGLANO TEtZPNONC ANN ilrA WALLM OA7m- 11UNIE 191) fAID IN THE HIAMPDEM COUNTY WMTRY Of OEM ON BOLUS =ASWWnJ 3531. PACE 205 - LOCATION VAGIA, AUGUST 20, 1971 IN PLAN SOON 120 PAGES 119 APPRIC)OMATE LOCATION SHOWN, UNDERGROUND UTILITY MANNOUT NEV TO At 120 ACOAATLY LOCATE ]CASEMENT, NO ZALOING AT ANY TIME To W ERECTED WITHIN W OF CENTOUKI 4, MAP ENnW 'LAND OWNED I AL ZEMNA, =2611 AGA WAM-VASS.' PREPARED BY IUR It It TOWN OF AGAWAM FOR THE WIDIONNIC OF' SILVER SINICE1 0 BOOK 0 70114.WPAZI? 285Y5 �- PARCEL 39 SHOWN. III TOWNE CNORS, DATED! i9s2, FILED IN THE HAMPDEN COUNTY WE""'O' OF DEEDS ON APRIL 05. $960 IN PLAN BOOK 75: 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED W FLOW HAZARD ZONE C (AREAS OF PAGES 68 & 69. MINIMAL FLOCIDINC) PER REF. #2. 'MCOCINAUDS 7. ELEVATIONS ARE BASED UPON DATA PRONGED BY THE ENGINEERING DEPARTMENT OF THE TOM 5 MAP ENTITLED SOUINGAIC PLATA SUMELD STREET AGAAAM MA PACE SP-I' Of AGAWAM . REFERENCE MOM. 123, ELEVATION- 12fi48 PREPARED By MCDONALI$ PORWORA11ON, DATED: APRIL 2A 19at. LAST REVISED FEBRUARY 2, 1995; B. THE OFFSErS SHOWN ARE NOT TO BE USED FOR THE CONS'MUCtIDN OF ANY STRUCTURE, FENCE, PERMANENT AOD17ft, ETC. 6 MAP ENUTLED -TOWN or AGAWAM MASSACHUSETM DEPARTMENT FPUWJC WORNS, 0. PER CONTRACTUAL AGREEMENT VAT14 CLIENT. TOPOORAPWC INFORMATION SHOW MCXEQN IS SILVER STREET LAYOUT ALTERANCINS, SHOEMANDA UNITED TO THE MC64ITY OF THE LEASE PARCEL (SEE SREJET 2)4 LN. 10 SUFFIELD ST.'. OAITO APRIL IL 1068 AM FILED im THE HAMFOEN COUNTY REGISTRY Of iO. THE OUINEATION UNE SHOVIN HEREON WAS FIELD LOCATED BY CONTROL POSIT A$500ATES ON OEM IN NOVEMBER 4, ism N PLAN SOW "I, 4-9-99 PAZ. 3A-3& WE All— MUM 0 POSED LEAST m 4 EW% new k0w WAR t-S BLOCK I LOT N/F XIML B". 13158, PC. ISB 4 - C6 ALTA/ACSM LAND TITLE SURVEY LSOEM) McDONALD'S USA, LLC Dim oomw IN, 05 Kv 95o SUFFIELD STREET x Ind Om TRIP DEOMN 0 WPM a nce LOT 1, BLOCK 1, ASSESSOR'S MAP I x MITSUI COST RIP OF CAS RENTION So b TOWN OF AOAWAM HAMPDEN COUNTY, MASSACHUSETTS xg law Do am amm Sam CONTROL POI04 NT mum Cam Aft. 04 UMME C3I. am ON 'MPASSOCIATES, (NC. NZ 04 rA WIDE is TECHNOLOGY DFUPAF INNER IRREN.Molm %= WML am In W_ Gomm an NLO.&AIF WwmBom - FAX amp*__;lm AIM Lort Vegamm M LK ae RL — . M—r.— 1A 6 Amm. Lot awassam EMAMELK Tom LOP, W.P.K JTISI: _I 6-30-06 1 f'-40? -Immi,ft 1 OF 2 t~ Ind tOUNT M, MMNAWS CORPORATION, CHICADO TITLE INSURANCE COMPANY ATRXWODMMOMLK UM PILL otracAmpum THIS IS TO ttRAFY THAI IW MAP OR PLAT AND THE WRWY ON WHICH IT WAS ON& Plum ma CLF, BASM WERE MADE IN ACCORtIAMCCINIH *MMWUM STANDARD GETAII, REQUIREMENTS W mWT ANUM It OIL FOR ALTA/ACSW LAND TITLE Suaveyr, J"TLY ESTABLISHED AMC ADOPTED By ALT& AND NSPS IN 20M AND INCLUDES 1XINS 44�A" 11 OF TABLE A ' A " LO THEREOF� PURSLIANT I'D THE ACCURACY Sli.l. Al A P ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS (:ERT'nCA'ODm, uNoMONCO FURTHER CERTIFES SCA INLE COMMI ONWEALTH or mASSA04USCTTs, THE RELARME POST MAL ACCURACY Or THIS THAT MY PROFESSIONAL GRUNION, AS A LAND SURVEYOR REGISTERED IN THEGRAPHIC IN to SURVEY DOES NOT EXCEED THAT W41W 15 SPECIFIED THIENEWL _0A bibwm "N "sm mmsum 0. RIK IN FaT I IRON - 40 ft "-07 MAP I --a BLOCK i ATA LOT 3 N/f LANDS or CUZAA,Tk X 4491AS SK. 16217. PG. 25 A tp,- BLOCK I un 2 N/F LANDS OF PETER & ALISON Cme" OK 15210, PC 567 vSk MIN Enc=4 'ELIF-7116i ®CSC Sao -1 MUA 0 m m dw rcr a��al.eAt7� G66238 NIN A4FAAIr /+� ! }wT.Rw: Ttk 'S tORPORATKkA {SdIGA00 TbTLE INSURANCE OLSMPAMT .. M,9 tS TD GERnFY THAT MIS MAP OR PLAT ;WO 1. twANNET %YA WML9A -. NA3 9AMD WERE MMSE IN. wf"E(,1RQAN" WITH MINIMUM ST,ANO QETNL R'EtRwREMENT$ # j°p, FOR AG@A.JJ3a LAND RTLE SURkEYS JGNTIw.ESTA@t,ISNEO AND ApgPTEO BY ALTA, Ttw� itFy �b >�"tP A� a6 IA.i�ES IrtAs 2. 3. # 5. B. 4. tltl. 1rga� ac a>a* � aAWLE A �..... .ram' ry.. THEPECF, PUR'S'3Arvi ttt ME ACCURAOi°'STANDAROS AS ADOPTED RT ALTA dNQ MSPS Apl,µ ANQ oN Ef•FEGT QN THE gAiE OF TNiS CERIIFlGtnWIUrv®ER$tFrNEQ FURYNER CERnFYES THAT IM MY PRQF'ES9KMIAL ➢PdNICN; A5 A I ANQ SUR4E1'OR REIRStEREQ IN DI, �y y` t '"•,, j .tix "+ 5 y%}' 'MJR4E, D OF E TCfAUNAiTAS�RM,wnME. P � w�URwQr cF' n,kS lYTpy.. (E,f iy"' yy -h Ty ii W m r,7 s0S 5 m.a w wYw oT w tloWKar. W* Pwa aA Rkf Aa" sFAL ALIAA am 410 \ �. IpL9k. 1A1 WR tT�44 ' i ti ,q$eb ItA� 'All CAM' tic" 3Am NmwAaeiww. uwP aumcx.I F+v+wa OF AMON r i t dsiu: *y, i >7E'... SO4't l`4Y'W It+Ar __., ..,�... 5 wrtN RECEmt,aF rmE ir.P;w. a,Qa. aa..rrs-cc 'y .M Q 144tAN i4F{I 9i3� 176� Ikl $ REASi ToflaD 04W & 1.rC Mm ADM'A M Loco PIN J.R: J.q.M 0-4-0t1 AAW Lf3OFTh1N J.P: JP,L A-rT-aR. IMATEE LOCA I+vin SEE TOLE E#w"ONISO v P OSEo.... Me®ONPLMS E �� G - #T,RT9 s.F. D 9WA •fir 5 � itA . in kw 11 ML RLOT a \ 11 \�y, 1 9'1 JJ LANA y i d P. h Rml ,,ANC. ` •T4. r�} LEGEND .. \ W--- DUa M :12LCI EYI$TING SPOT ELEVAMOrA 5,Ly,i9 ]J itA� x SC JAJ:Ar EXIST, TOP OF CURB ELEVAROw d x a tan EXIST. iLL� WN Zv 'e' Jl At*tw ilyDwo GA$ER VALVE A U d GwS lllk.='E --AN---• OVERHEAD WIPES LOL, W"RGRGMND GAS A.NAE 09 " -__..VT- APPROM LOC UNDERGROUND ELEC, & TELE::tN€: r,� R APPROC I,= UNDERGROUND WATER LIME ,r UTIUTT POLE ja* al o- UtILM POLE/UGHT POLE:: a,,:` KFr a — GUY " a C Gw5 METER: _ »P PAY PHONE PROPOSED LEW ACRE' A+ SIGN 06kwu BOLLARD' p. AREA LAOHT IS E SH 1 NOTES, E RENGES 001 PANTED ARROW'S I +ENO PROPOSW LEASE 6ESGRIPTIOR LEA O AMk St. C.L. faa E.OP. x� SPACE COUNT {.tP Atli '�it° a sw 19 TITLE REPORT E%CEPTICR. CEF C L :RRr NM RAILROAD TIE Wka i IN F'E'D+"L`:7 w na.a - RI M i S EM w P.N. J:P.IF. A-4-QR AN 111[r AiiAirt7 # PWME T6t SNiwR PMFOSM tow AM Atom g �1$ PI1ftIFNT ,Aj u'�r, kp iR`W 'S jT1 W cm LEA "-"'...,v.,y 1yE'IE i ,gi,M s {R' dd wWwArl6 €y MW, LSA ".z ,00 ItlAt 6� ? a ' !JL Zt- aoa a"a G tone WF �rARULE' RdG JJi+w'w9W a `ffi i its" d d : i ;W /N F_ __,�._`N----'.1q:: Wpw$B Tom' pq �Ts Tr d P mat fA F cT WEWRY ` - ' W Gvt-t$Ewer' rs'w m " sLoox i Grp Eer r E t a tzc dd I$'o N LOT I OF nnaMrr A dl EtMr I Rk Yet !d � LLC ty I PBK. los sa, Per. 177 � add w PNlCEL I ltlg f N%F LE15E 9V tY+pw XUAW MwDO.a U.S1 LLC A/wrrtQ RrF1E -.'._' t aewrxt50`}0 {AWKY owl" A ! 5ty.i9 AO$14Ntl' EYN 040.,. too wt as Ha- x5a'E 4 c +Y,s' i i CANE wAotf i46c ' t 1 �-M T� i IY"' tFF i# 1 CiK r7S71 00,1 — t i pp P ARw+lc 40 WL27. pI t l QME L7a@8 rN ''"ct �F 00.AFFMIX �g gI* ow Men��y AA�� yyqq��R1 il u*Awur .m EaC aR` AEG EpC&: wor 19 ME r ' w7 SGn Aa-rw to %0 w Ao l: I y i40 AWMT .. rN R r A6rA1:E7 5,4Ag T. LSA 'C`ARGe� I f r ANfA A$oKMALI GS Al'9:1i WP'N+ S0A It LA : _- 4yT,_„ AA#N.7 � fi A T 1 5. t .-rw._____w—......___v_'.` � swim }ta fOi.#7 ' DW _v..;. —�.. ",.. _—v_. _:_._.'x--" ,.,.�.__ #i _.__.,:_x.,.__4.F°—.::r^`+'d ag R.swx, no Mw#Am zasq ?---___*-__- ,gaT-__w-TEoew ___w_w_ wawa `-- - sAA A t$x l.--L io:oFitae wATAir away rx#uc alMmrFEa wRw717.w(�1 IF} toPWf MUM EAE AM+rial r�,qY- 1 �: wRarrttAl�i :1N{t ✓'Mq wAA.T,tpd is @mr mo maw - $a Aw'v /m IE$!r /IFf. %6 AMW.Fifi 11 + 5EP wGo*f',Tf B: I R 8 tOLP �.. ,...—.. _x._v-----w--.--_w--__._---- ---------------- r p 6 etaAi T w ram° �, * N+Rm ME* AM t+LR wTr$$3F A T w ra' RWts AwRI. A ^--'-_ -- A Mw FIEL O 7\2 ƒyT /RP ST7,1 d? " <\ « e < BCOUR � ENONEEM May 44 2009 �<\ a:LJw». r n FrWal-atuffing I. EXECUTIVE SUMMARY 3 II, EXISTING SITE CONDITIONS 4 III. PROPOSED SITE CONDITIONS 4 IV'. CIA DEP STORMWATER MANAGEMENT STANDARDS 5 V. METHOD VI SUMMARY APPENDICES 19 1 1. EXECUTIVE SUMMARY This report examines the changes in drainage that can be expected as the result of razing the existing 6,140 square foot McDonald's restaurant, and the construction of a 3,886 square foot McDonald's restaurant to be located adjacent to the southern property line and fronting Suffield Street. The proposed project will result in a decrease in impervious area which results in a decrease in, storm runoff. Two design points have been chosen to analyze the pre -development and post -development runoff rates. The first is runoff to an unnamed perennial stream located along the southern property line. The second design point is runoff to Suffield Street. To Unnamed Perennial Stream (Along Southern Property Line) Freqwrpq ft,,Kow PM sed Flow '08) ChaW (OW, 2 10-64 9.98 -0.66 10 1&17 15.55 -0.62 25 18.91 18.31 -00 too 25.51 24.98 -0.53 To Suffield Street (Along Eastern Property Line) F Flow Propmd Flow C F . S) chmp (CPS) 2 0.01 0.01 -0,00 10 0.05 0.05 0.00 25 0,09 0.09 -0.00 100 0.17 0.17 -0.00 0 II. EXISTING SITE CONDITIONS The subject site contains approximately 12.1 acres and is located on the west side of Suffield Streetand south of Silver Street. The site is currently known as "Southgate Plaza," and consists of a strip mall, bank, gas station, and a McDonald's restaurant. The site is comprised of approximately 10.24 acres of impervious cover (building, pavement, concrete pads, and sidewalks), and 1.86 acres of open space (wooded and landscaped areas). An unnamed, perennial stream and associated bordering vegetated wetland flows through the site along the southern property line. The mean annual high-water line of the perennial ?stream and the limits of the bordering vegetated wetland were flagged by Bay State Environmental and survey located by Control Point Associates, Inc on April 2009. Slopes across the site are generally mild, with approximately 1-3% slopes. United States Department of Agriculture Natural Resources Conservation Service (NRCS) mapping identifies the soils of the subject site as Merrimac (Hydrologic Soil Group A, HSG A) sandy loam, and Wareham (Hydrologic Soil Group C, HSG Q loamy sand. No portion of the subject site contains areas of Zone A, 100-year flood zone, as shown on the NFIP Flood Insurance Rate Map for the Town of Agawam (Community Panel No. 250133 0002 A, dated February 1, 1978). The attached Existing Hydrology Plan on Appendix C shows the, project design points and contributing drainage areas. 111. PROPOSED SITE CONDITIONS` The project applicant, McDonald's Corporation proposes to raze the existing 6,140 square foot McDonald's restaurant presently located on the north side of the southern most access driveway to "Southgate Plaza" of Suffield Street, and construct a 3886 square foot McDonald's restaurant on the south side of the access driveway. The restaurant will consist of a double drive-thru, 33 parking spaces, enclosed dumpster area, utilities, and landscaped areas. In addition to constructing the new restaurant, 4 the applicant is proposing to modify the existing access driveway off Suffield Street, and construct parking areas with landscaped islands in the location of the existing McDonald's restaurant. The attached Proposed Hydrology Plan on Appendix C shows the project design points and contributing drainage areas. Storm Sewer System A closed storm sewer system will capture runoff from the McDonald's parking area and divert it a portion of the parking area through a water quality unit prior to discharging to the perennial stream along the southern property 'tine. The storm sewer system has been sized to adequately convey the 25 year design storm with a minimum pipe size of 12" and minimum pipe slope of 0.5%. Storm sewer sizing calculations are included in Appendix F. IV. MASSACHUSETTS DEP STORMWATER MANAGEMENT STANDARDS The following section describes the project's conformance with the Massachusett DEP's current Stormwater Management Standards for a redevelopment project, as of January 2, 2008. Low Impact Development (LLD) pleasures Pavement has been minimized by providing the minimum allowable number of parking spaces by zoning and by providing additional landscaped areas. The project will also enhance the quality of the perennial stream and associated bordering vegetated wetland by providing water quality treatment to a portion of runoff from the McDonald's restaurant parking; area. Where none exist today. Standard #1- Untreated Storm Water The stormwater collection system has been designed so that a portion of the storrnwater runoff' from the parking areas are treated through a treatment train consisting of deep sump, hooded catch basins, and a hydrodynamic type water treatment device. The remainder of the parking areas will be treated through a treatment train consisting of deep sump, hooded catch basins. 5 Periodic street sweeping will also be scheduled to reduce pollutam and sediment loading. TSS with this project. Runoff rates for the pre -development and post -development conditions were calculated for the 2- year, I 0-year, 25 -year and I 00-year 24-hour storm events. These calculations are provided in Appendix D. As summarized in previous sections of this report, there will be no increase in stormwater runoff rates from the site for the 2, 10, 25, and 100 year storms, as required by Town and State regulations. Additional stormwater recharge for the site will be provided through the creation of additional landscaped areas. The site is currently comprised of approximately 10.24 acres of impervious cover (building, pavement, concrete pads, and sidewalks), and 1.86 acres of open space (wooded and landscaped areas). The proposed redevelopment will provide approximately 10.09 acres of impervious area and 2.01 acres of open space. existing site conditions, and wosia of a ',�process traidl which 4ndudes both and structural techti*es. in every case, strect cleaning And deep sump catch, basifts are: used to reduce #o® lutant 4oading. The BMP removal rates are as follows: Street and Parking Lot Swe*ng Desi ZMW 10% 90% 25% 67�5% 0 Runoff to Proposed Catch Basin 03 and Existing Catch Basins within the Limit of Work, Design, Remaining Street and Parking Lot Sweeping 10% 90% Standard #5: Land Use with Hi her Potential Pollutant Loads The proposed project is a land use with Higher Pollutant Loads, as defined by the Department of Environmental Protection and additional treatment has been provided. Standard #6: Protection of Critical Areas The site does not contain, nor directly discharge to any critical areas, as defined by the Department of Environmental Protection.: Standard #7: Redevelopment Proiects The proposed project is a redevelopment project which will meet Stormwater Management Standards 2, 6, 7, S, 9, and 10. Stormwater Management Standards 1, 3, 4, and 5 will be met to the maximum extent practicable. Standard #8: ErosionlSediment Control During Construction An erosion and sediment control plan has been developed for this project implementing at a minimum: silt fence, a crushed stone construction exit, catch basin 'inlet protection, and provisions for stabilizing disturbedareas. The project will disturb more than one acre and will therefore require a NPDES Construction' General Permit. A detailed Stormwater Pollution Prevention Plan (S WPPP) will be developed prior to construction of the project and will be submitted to EPA for NPDES coverage. Standard #9: ( peratonlMaintenance Plan An Operation and Maintenance Plan developed in accordance with the Stormwater Management Standards is provided in Appendix F of this report. 7 Standard#10: 111licitDischa�ges- The proposed stormwater system will convey only stormwater and allowable non -storm discharges (firefighting water, landscape irrigation, air conditioning condensate, etc,) and will not contain any illicit discharges from prohibited sources. V. METHOD Storm Sewer System The storm sewer system was analyzed using the Rational Formula method. 'Times of concentration for all of the drainage areas were assumed to be 5 minutes, which produces the most conservative results. Runoff "c" coefficients were calculated using a value of 0.3 for grassed areas and 0.9 for impervious areas. Rainfall Data The pre and post development runoff rates were computed using the Hydrocad computer Program. The drainage, area information were entered into the program, which routes storm flows based on NRCS TR- 20 and T'R-55 methods. The other components of the model were determined following standard NRCS procedures for Curve Numbers (CNs) and times of concentrations. The following rainfall data was utilized in the calculations: Z= � Rainfall (inches) 1 3.O 1 4.6 5.3 6.5 1 All of the input variables and calculations can be found in the computer calculations contained in Appendix D. V1. SUMMARY Storm runoff from the proposed building and associated parking areas will be collected by a storm sewer system and discharge to the existing 2 1 " RCP outfall pipe located east of the proposed McDonald's trash enclosure. The peak runoff rates from the developed site will be less than existing rates as follows: 2 0 H To Unnamed Perennial Stream (Along Southern Property Line) To Suffield Street (Along Eastern Property Line) Frequmy Bao".Flow h0owd Flow c6iv 2 U)l 0.01 -0,00 10 0.05 25 0.09 0.05 0.09 - 0' 00- 400 100 0,17 0,17 -0.00 Water quality at the site will be in accordance with Massachusetts Storrnwater Management Policy guidelines for a redevelopment project, and -%Vill incorporate the use of street sweeping, catch basins with deep sumps and trap foods, and a hydrodynamic water quality treatment device. 0 APPENDIX A USGS MAP I NRCS SOIL MAPPING C ai# eta a era Fauns Massa husetk , Central Park {4 i��f a u tell Street Agawam) �9 aBh y Si �r } 2� b \ " 0 � 5 , } >t l S� fit } } a`1 09 r r «t a n *�•a � 4 r ti I I,,Yi 6%,60 69 20 a. 0 0 120 ISO Feet Q M USQA NatMal ReSoUrCeS Web Soil urn , 111200 Conservation e National Cooperative aoR Survey Page 1 Of 3 MM Soil Map —Hampden County,, Massachusetts, Central tart 5109- Suffield Street; Agawam) )r� Natural Resources Web Soil Survey 2,2 €1/200 t Conservation Service National Cooperative ;oil Survey Page 2 of 3 I Soil Map—Flampden County, Massachusetts, Central Part W051094-Suffield Street, Agawam • e • Natural Resources Web Soil Survey 2.2 511r200 i Conservation Service National Cooperative Soil Survey Page 3 of APPENDIX C FEMA FLOOD INSURANCE RATE MAP l awwass .MMOR4 MONWIM lead aw sortso sonsaaaa maoulax almasaannsoo ® a." M M M APPROXIMATE SCALE ate, o800 f NATIONAL FLOOD INSURANCE PROGRAM tP r FLOOD. INSURMCE RATE TOWN OF, A%Ai MASSACHUSEM COMININFFY.PMEL NUNRIER 250133 ®U2 PAGE 2 OF 2 {SEE MAN INDEX Fpfl PAGES N13T PpINTSCI SUFFIELD STREET r EFFECTIME FEBRUARY 1,1978 ZONE C tt`14.r PAI%TMENT®F ##tai!$INGUflBAN f EVEL SENT ERAL INSURANCE ADMINISTRATION ,..� "in is an official copy of portion ofthe above referenced flood map. was extracted using F-MIT t)M.ine. This map does not rollent chant ,. or amendments which may have been made subsagUeM.to the data'. title block. For the latest product tnf fmatlon about National Flood to Program flood maps check the FEMA Flood Map Store et vovww mac L 11 ! r ! r !11 ,Elimmil-Iml ! 1k 1! ff t� Opp boo o- C ITL EXIS U, P.C. �.W.bohlereng, Office Locdions r kKoil all -two FLOW TO THREE MILE BROOK 1 1 1 1 1 1 1 1 FLOW TO THREE MI BROOK i._.J ., PRE ! Prepared by fenter your company name herel - •. it 1 ri • 1 � i •• • t i 1 ii' W051094- PRE AND POST Type N 24-hr 2-YEAR Rainfaffi--3.20' Prepared by (enter your company name here) Page 3 HydroCADO 8.00 s1n 002612 0 2006 HydroCAD Software Solutions LLC 4/L002 Subcatchment E-1: FLOW TO THREE MILE BROOK Runoff 10.64cfs @ 12,07hrs, Volume= 0.734 af, depth > 2 . 31 Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type [if 24-hr 2-YEAR Rainfafl=3.20" Area (ac) CN Description 3.500 Impervious Area To Length Slope Velocity Capacity Description qln)—Af660 M� —Mocj Acfs)� 5.0 Direct Entr Subcatchment E-2: FLOW TO SUFFIELD STREET Runoff0.01 cfs @ 12.29 hrs, Volume = 0,001 af, Depth' 0.24" Runoffby SCS TR-20 method, UH=SCS, Time Span= 5.00-20-00 hrs, dt= 0.05 hrs Type III 24-hr 2-YEAR Rainfall=3.20" Area (aqj CN Description , 0.020 98 Paved parking & roofs 0.070 56 Weighted Average 0.050 Pervious Area U20 Impervious Area W,R�- lope Telocity Capacity Description 5-wftjft) *s�) fcft) &0 Direct Entry, Subcatchment P-1: FLOW TO THREE MILE BROOK Runoff 9.98 cfs @ 12.07 hrs, Volume= O675 af, Depth> Z 13" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5,00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-YEAR Rainfall=3.29' ZM= 3.810 91 Mighted Average 0.450 Pervious Area 3.360 Impervious:Area 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W061 094. PRE AND POST 7�pp 1/1 24hr 2-YEAR Rainfafta 20- Prepared by fenter your company name here) Page 4 MrqOAO8tO Sin 00W 0 2008 �wro(AO!Avara Solutjd� 6420w Tc Leqgffi Slope Velocity CapacHy Description �min) jt!�eeo ft§�" 5.0 Wed Entry, Subcafthment P-2: FLM TO SUFFIELD STREET Runoff 0.01 ofs @ 12.29 hrs, Wume= 0.001 af, Depth> Runoff by SCSTR-20 method, UH=SCS, TimeSpan- SMM40.00 hrs, dt= 0.05 hrs Type In ��hr 2�YEAR Rainfall��" U70 56 Weighted Avet6ge 01050 Pervious Area 0-020 Jmper0ou&Area Tc Length Slope Velocity G�,' bi Description Direct Entry, iii 1• --. Type III 24-hr 90-YEAR Rainfall--4.60"' r r i 4 i 1 iI• V10104w PRE AND POST .D -F 9 ell 0 111111, 1 r ^,• 11 11 Type/// 24�hr 10-YEAR Rainfa#=4-60' Page 6 i LLO 6420w Subcatchment E-1 - FLOW TO THREE MILE BROOK Runoff - 16"Ildso ig.07hrs, Wuml 1 142 af, Depth> 1W R�unoff by SCS TR-20 method, UH=SCS, Time Spa00.00 hrs' dt= 0.05 hrs Type III N-hr 10�YIRAR Ra1nNII=4.0W' 3.500 98 Paved parking & roofs 0.310 39 >75% Grass cover, Good, HSG A 3,810 93 Weighted Average 0,310 Pervious Area 3,500 Impervious Area Tc Length Slope Velocity Capacity Description (min) feet ) _Ift/ft) LfQse!2) (cfs) 5,0 Direct Entry, Subcatchment E-2: FLOW TO SUFFIELD STREET Runoff = 0.05cfs@ 12.10hrs, Voluml 0.004 af, Depth > 0.75" Runoff by SCS TR-20 method, UH=SCS, Time Spam 5,O0-20.00 hrs, dt-- 0.05, hrs Type III 24-hr 1 O-YEAR Rainfall=4,60" 0.070 56 Weighted Average 0.050 Pervious Area U20 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) Ciyft (fttse2) (2us 5.0 Direct Entry, Subcatchment P-1: FLOW TO THREE MILE BROOK Runoff 15.55 cfs @ 12.07 hrs, Volurne= 1,079 A Depth > 3.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 1 O-YEAR Rainfall=4.60" ism u1 381 0 91 Weighted Average 04450 Pervious Aw &36G Impervious Area " -f -* a �- - � • e_ _ Rain .i na= Page 1 Description Direct Ent% •catchment P4: FLOW TO SUFFIELD STREET ==O i _•• •. ii - iii M i 1 ., 0,020 98; Paved parking & roofs O050 39 75% Grass coiner, Good, HSC A 0,070 56 Weighted Average 0,050 Pervious Area 0.020 impervious Area To Length Slope "Velocity Capacity Description ruin f t ftlft sec ifs 5.0 Direct Entry, 1 1 1 1 1 1 i 1 1 C' p„ Page i, #� # #. i ii -1 W051094- PRE AND POST Type /// 244W 25�YEAR R 630" Prepared by {enter your company name here) Page �5 HOh�1)8 t0b ObAi 2 0 006 *droCAD Sd"are Solutions LLC $9009 Subcatchment E-1, FLOW TO THREE MILE BROOK Runoff 18.91 eft a 12.07 hrs, Volume# 1.347 af, Depth> Runoff by $M TR40 method, IJH--SCS� Time �SpAh- 5.00�20.00 htS, 4t= Q.,05 hrs Type III ��Ihr 164EAR RainfW1=5.30" 3.810 93 Weighted Average 0,310 Pervious Area 3,500 Impervious Area Tc Length Slope Velocity Capacity Description (min) feet ftLf )t (Id s e q-) (Cf§) 5.0 Direct Entry, Subcatchment E-2: FLOW TO SUFFIELD STREET Runoff 0.09 cfs @ 12.10 hrs, Volurne= 0.006 af, Depth > 1.08" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20,00 hrs, dt= 0.05 hrs Type III 24-hr 25-YEAR Rainfall=5.30" 0.020 98 Paved parking & roofs 0.050 39 >75% Grass cover, Good, HSG A 0,070 56 Weighted Average U50 Pervious Area 0.020 Impervious Area Tc Length Slope Velocity Capacity Description (min) qt) {Rift) LftLsec) (cfs) 5.0 Direct Entry, Subcatchment P-1: FLOW TO THREE MILE 13ROOK Runoff 18,31 ds @ 12.07 hrs, Volume= I.283 af, Depth> 4.04" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5,00-20.00 hrs, dt= 0,05 hrs Type III 24-hr 25-YEAR Rainfall=5.30" Area (ac) CN Descriplion. 3.360 98 Paved parking & roofs 0,450 39 >75% Grass cover, Goc4 HSG A 1810 91 Weighted Average 0450 Pervious Area 3.360 Impervious Area i W051 094- PRE AND POST 7�pe III 24-hr25-YE4R Rainfall=5.30- Prepared ® enter your tompany name here) Page 10 VA 0,124i 1440 fi_ _ _ C1,1103's'lin Te Length Slope Velocity Capac4 Description (min) - Oft __ffo�q MOO Dired Entry, Subcatchment M.- FLOW TO SUFFIELD STREET Runoff 0.09 ds 0 12.10 hrsj Wume= 0.006 af, D00h> Runoff by SGS TR-20 Meh6d, IJH=�$� Time tpant- 5.0046M hrs, dt-- US ft TYPO 11124mhr25�YEAR Rainfall--53W 0.020 Impervious Area Tc Length Slope Velocity Capacity Description Amin) feetj tj cL, Qtsj (��f L ks�L 5.0 Direct Entry, Runoff Ar�--0.070 aci Runoff Depth*2.020 Tb*6.0 min tN=56 Runoff*0.11 c(i O.Ofg af Runoff Area-3�810 ar- Runoff Depth>5.61" Tc=5N min GN*gl Runoff#ZC980� 1,7804f I W051 094- PRE AND POST Type /I/ 24-hr 100-YEAR Rainfa#-- 7 00" Prepared by fe6t6r your company name here) Page 12 HygLroi+ 16OV2612 02006 Hydi6CAD Software Solutioi#� ---------- 0.020 98 Paved parking & roofs 0.050 39 >75% Grass cover, Good, HSG A U70 56 Weighted Average U50 Pervious Area U20 Impervious Area Tc Length Slope Velocity Capacity Description (min) _!LqJft (�fttsec (2f—S) 5.0 Direct Entry, Subcatchment P-1: FLOW TO THREE MILE BROOK Runoff 24.98 cfs @ 12,07 hrs, Vole me= 1.780 af, Depth> 5.61" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-YEAR Rainfall=7.00" SAU zmm_ 1810 91 Veightpel Average b Pervious Area 1360 lmotvioiut Attg �TC Length Slope Velocity Capacity Description 0.020 Impervious Area Tc; Length Slope Velocity C4 H APPENDIX F STORM SEWER CALCULATIONS u C1 ZI _,'; �x 0 v �. j �> a 0 D f�T} per �T-�. CATCH BASIN i AREAS �i 35� Taamp�a T47LE: PROPOSED U l! 1 1 Lll 1}kl l ss J..T Southborough. MA € 1777 _ Rom. Doti tgmm�nt tax *w9 PROFCT:McD(Il�L L ORPO ATIO PROP Sr :Ye`�?f?, 1-S'' RE-SaT URAN " �E t 5D AYE D5 Q4 :k9 �4 E a: "ENGINEERING, P.c. wwxQower g,com LOT :P BL®K i ASSESSOR S MAP t 8 N SY: ADJ PUECT J. Y4CL511094 CML & CONSULTING EHc RS r PROJECT w E ME AL � WE PIF A. Ir ERS 850 SUFFIELD STREET other ittf+ct lac.fiw : TOWN OF AWAM, HAMPI)E COUNTY, MAS5A04USFTTS BY: dK D 1D I: W0510941 �� ■Ga§tom. PA ribemlle, 47 ■Stalln A■i5� en; NJ ■ta+6w, MI) ■Nouhy, 3�f DRAINAGE COMPUTATIONS COMP_ BY: AC>J PROJECT: McDonald;s DATE; 04131 009 jAgawam, M JOB NO W051094 DESIGN PERiOD2 -YEAI _._ WCATION IMPERVIOUS AREA OTHER SUM SUM zp V Length Total FROM TC A C CA A C CA CA Tc Tc. I D S n full of Fail Ac A0 Min Min inthr i d 8 ` rrt ilJit s nftLg Parkin Lot Draina a Structures Discharging to the Exis ing 0futtall Alongthe Sothern Property Line Cf3-5i DmH-di 1 0.21 0�9 0.19 0.07 0:3 002 0.21 5 6.9 12 0,005 tlt 3s47 --..ryV 0.34 t7MH Q1 CB-02 DMH-02 0.21 OMH-02 DA0 0.9 0.19 0.07; 0.3 0.02 p.2 i 0.9 009 0.03 0.3 0.01 0.10 5 5 6.5 6.5 `s 7 37 O.ti4,;. 12 12 . O.00a 0.033 O.Q12". 0.012 ` 'Tt z ...:'i� 3:d7 8 93 53 18 0.38 0.60 a, DMH-02 WQU-01 0.31 0.9 028 0110 0.3 0.03 0.31 5 6.5 2't17,.. 12 0.0Q5 0.012 „re 3A7 34 0.17' WOU-01 DMH-03 0.31 0.9 0.28 0A0 0.3 0,03 0,31 5 6.5 ;Z.01` 12 0.014 Q.Q12 ., 5.81 7 0.10 ROOF DMH-03 0.09 0.9 OMU0 0.3: 0,00 0.08 5 6.5 �:tI4 £ 0.Q20 0.4i2 r 4;,38 33 Q.86 " ex , CB-03 DMliy03 DMM-03 2.26 t3UTF 4LL 2.G6 0.9 2.03 0.11 0.3 0.03 2.07 0.9 2.39 0 21 0 3 0.06 2.40 5 5 6.5 &.5a:97; 3: 21 .21 0.p05 0.0t7"a 0.012 ti.01 MAXW ..., 5.05 466 70 Tf3V* 0.38 0.00 *Outfall location will be field verified prior to any construction activity. Existing outlet pipe = 21" RCP, slope and length to be field verified. 61MMIMMKIIIIIIIII li I IF111205 A M''IENDIM-INI McDonald's Corporation 850 Suffield Street Lot 1, Block 1, Assessor's Map 18 Agawam, Massachusetts Construction Phase During the construction phase, all erosion control devices and measures shall be maintained according the final record plans and/or Town of Agawam Department of Public Works specifications as applicable. Additionally, the maintenance of all siltation control measures during construction shall be the responsibility of the general contractor. Post Devetopment Controls Once construction is completed, the post development stormwater controls are to be operated and maintained in compliance with the following permanent operation/maintenance procedures (note that the continued implementation of these procedures shall be the responsibility of the McDonald's Corporation or its assignee): * All drainage structures shall be cleaned by the contractor and inspected by the design engineer before being put into service. All catch basins and associated storm -drainage structures shall be inspected twice annually or after every major storm event. Said catch basins and storm -drainage structures shall be cleaned at least twice a year. Additionally, loose debris shall be removed from within and around all catch basins on a monthly basis or as more frequently needed. Accumulated sediment and hydrocarbons present must be removed and properly disposed of offsite. 0 The Water Quality Unit shall be maintained per the manufacturer specifications - Parking lots and on -site driveways shall be swept at least twice per year and on a more frequent basis depending on sanding operations. All resulting sweepings shall be collected and properly disposed of off site. A record detailing all storm water management system maintenance and inspections shall be incorporated into a Maintenance Log to be kept on site at all times. KWVG� McDonald's Corporation Northeast Region 690 Canton Street Westwood, MA 02090 MIN ANY PERSON IS PROHIBITED FROM ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE WRITTEN DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OF THE FIRM, IN THE EVENT SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEFIR OF THE FIRM MUST SIGN, SEAL, DATE, AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS, CONC, WAIK IMF ,P AR lK f R., 4 !'mnr'� t'fvmi'; GRAPHIC SCALE CONCEPT NOTES: 1, THIS PLAN REFERENCES DOCUMENTS AND INFORMATION TAKEN BY A PLAN TITLED "ALTA/ACSM LAND TITLE SURVEY" PREPARED BY CONTROL POINT ASSOCIATES, INC., DATED ,TUNE 30, 2006, SCALE: 1"=20', 2. THIS CONCEPT WAS PREPARED STRICTLY BASED UPON INFORMATION IDENTIFIED ABOVE, 3. THE CONCEPT REPRESENTED HEREIN IDENTIFIES A DESIGN CONCEPT RESULTING FROM LAYOUT PREFERENCES IDENTIFIED BY OWNER COUPLED WITH A PRELIMINARY REVIEW OF ZONING AND LAND DEVELOPMENT REOUIREMINTS AND ISSUES, THE FEASIBILITY WITH RESPECT TO OBTAINING LOCAL, COUNTY, STATE, AND OTHER APPLICABLE APPROVALS IS NOT WARRANTED AND CAN ONLY BE ASSESSED AFTER FURTHER EXAMINATION AND VERIFICATION OF SAME RIOUIREMENTS, AND PROCUREMENT OF JURISDICTIONAL APPROVALS, 4. THE CONCEPTUAL PLAN IS PREPARED FOR CONCEPTUAL PRESENTATION PURPOSES ONLY AND Is NOT INTENDED FOR UTILIZATION AS A ZONING AND/OR CONSTRUCTION DOCUMENT. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON INFORMATION THAT WAS SUPPLIED TO OUR OFFICE AT THE TIME OF PLAN PREPARATION AND MAY BE SUBJECT TO CHANGE UPON PERFORMANCE OF ADDITIONAL DUE DILIGENCE, ZONING ANALYSIS TABLE ZONING DISTRICT- INDUSTRIAL 8 (RESTAURANT PERMITTED) (DRIVE THRU BY SPECIAL PERMIT) ZONE CRITERIA REQUIRED EXISTING PROPOSED MINIMUM L07 AREA 43,560 SF EXISTING UNKNOWN PROPOSED UNCHANGED MINIMUM FRONTAGE EXISTING PROPOSED UNCHANGED MINIMUM FRONT SETBACK -UNKNOWN V 52.2'1 MATCH EXIST, MINIMUM' SIDE SETBACK 25, EXISTING UNKNOWN TBD MINIMUM REAR SETBACK 25' EXISTING UNKNOWN >25, TA C14-UMBUILDING HEIGH 40, EXISTING UNKNOWN 21,-41 PARKING SPACES so MIN, (1) 25 33 (2) PARKING CRITERIA (V) VARIANCE REQUIRED (1) AT LEAST 50 PARKING STALLS ARE REQUIRED FOR DRIVE THRU USES, (2) PARKING REQUIREMENTS FOR SHOPPING CENTER NEED FURTHER INVESTIGATION TO DETERMINE IF PROPOSED PARKING IS ADEQUATE, OR IF RELIEF IS NEEDED. SUMMARY OF PARKING IMPACTS: -EXISTING PARKING STALLS TO BE REMOVED: 134 -PROPOSED PARKING STALLS: 98 A NET LM; Of 36 PARKING STALLS IS ANTICIPATED WITHIN THE LIMITS OF WORK REQUIRED TO DEMOLISH THE EXISTING kDONALDS AND CONSTRUCT THE NEW RESTAURANT. FURTHER DISCUSSIONS ARE NEEDED TO DETERMINE IF THE McDOI!ALD'S AND SHOPPING CENTER ARE IN COMPLIANCE WITH CURRENT PARKING REOUIREMENTS. 20 a 10 20 40 ao PLAN SCALE: 1 "=20' = mi immi STREET ADDRESS <ZI 117rlrl r) sTDC*C7 tA Dn"TE- -7r- ( IA rzt r ) I 1 inch = 20 ft. TOWN STATE 352 Turnpike Road BOHLER SouthboroLigh, MA 01772 J.A. ICH AGAWAM MA 508.48OA900 COUNTY fox 508.480.9080 www,bohlereng.com rl.N G I.*&Nr E E R ITN' I P.C. � HAMPDEN COUNTY CIVIL CONSULTING ENGINEERS 0 PROJECT MANAGERS a ENVIRONMENTAL & SITE PLANNERS w MUNICIPAL ENGINEERS MChalfont, PA ■mmelville, ■NY Other Office VA Locations: ■MWotchung, NJ ■mTowson, PD ■'I NY PROFESSIONAL ENGINEER-REG10NAL DWG. NO PLAN DESCRIPTION _!Sterling,, PROJECT No. CAD 11). #: MASSACHUSETTS LICENSE No. 41530 CONNECTICUT LICENSE No, 26177 00-0000 SURVEY BASED CONSTRUCTION CHECK DATE CONSTRUCTION CHECK W051094 DATE W051094sbcgl CONCEPT PLAN -7 5Z - -76 6 LLJ V) LLJ LLj ry Fy N < z 0 < CD 0 ti Ld 0 W _9t 0 z 0 t<5 L'j LO) o Z Lj 0 0- Q 0 < w w Z 0 3; 0 STATUS DATE BY PRELIMINARY XXXX XXX PLAN CHECKED XXXX XXX AS -BUILT i2LX�Xxxx DRAWN BY: MDB CHECKED BY. JAK DATE: 01/02/09 SCALE: AS SHOWN SHEET NO, OF 1 S09*1 1'42 Oow 5' 5.0 t24 61 ASPHALT 10 1Z PAVEMENT G Tc 12Z75 (zp' 25 ASPHT 8 IG 12 '15% PAVEMENT 124� Ic 31 ASPHALT PAVEMENT 01 GRASS AREA METAL GUIDE RAIL 12 Tc 1 ()7 TC G 25 . ......... A SPHA L r CUR 8 CUTTER L14T <` STORM MH RIM= 125 47 INV= 1 17,62(A) INV= 111,37(8) METES AND BOUNDS DESCRIPTION McDONALD'S CORPORATION LEASE PARCEL PORTION OF L07 1, BLOCK 1 TOWN OF AGAWAM HAMPDEN COUNTY, MASSACHUSETTS BEGINNING AT A POINT IN THE WESTERLY LINE OF SUFFIELD STREET (PUBLIC, 60 FOOT WIDE) SAID POINT BEING SOUTH 09 DEGREES - 11 MINUTES - 42 SECONDS WEST, A DISTANCE OF 430 47 FEET FROM A CONCRETE BOUND AT A POINT OF CURVE HAVING A 30 00 700T RADIUS AT THE SOUTHWESTERLY CORNER OF THE INTERSECTION OF SAID _HFIFL_STPEET AND 51LVEP TFCAT TEEIE�HLANDS OF SO_ISFN PROPERTIES, LLC AS DESCRIBFD IN BOOK 10690 OF DEEDS AT PACE 177 THE FOL!_0WING THREE (�" CCURSES,� 1, NORTH 80 DEGREES 48 MINUTES - 18 SECONDS WEST, A DISTANCE OF 255,00 FEET To A POINT, THENCE; 2. SOUTH 09 DEGREES 11 MINUTES 42 SECONDS WEST, A DISTANCE OF 290.00, FEET TO A POINT, THENCE; 3. SOUTH 80 DEGREES 48 MINUTES 18 SECONDS EAST, A DISTANCE OF 255.00 FEET 10 A POINT ON 'THE AFOREMENTIONED WESTERLY LINE OF SUFFIELD STREET, THENCE; 4, ALONG SAID WESTERLY LINE, NORTH 09 DEGREES - 11 MINUTES - 42 SECONDS EAST, A DISTANCE OF 290,00 FEET TO THE POINT AND PLACE OF BEGINNING, CONTAINING 73,950 SQUARE FEET OR -1.698 ACRES 290,00' A& 26 PAINTED YELLOW LIME ASPHALT PAVEMENT CONC, CURB 5a 11 126,2, L.&A, TC 125,63 T T I G ui CLEARANCE BOOM W/LAMP ASPHALT PAVEMENT * IY526 15" RCP 11 t2_"LL INLET GRT-12148 _j /A INV,-=120.08 6 1.8 Li 125.23 N 1201 24,4 19 ASPHALT m PAVEMENT 12403 o4 co 1 Lj C> qg PAINTED WHITE LINES h. 124. 00 IELD STREET (PUBLIC - 60WIDE - 1969 TOWN LAYOUT) GRAPHIC SCALE ( IN FEET ) I inch = 20 ft. a PAINTED WHITE LINES " 69 THE COMMONWEALTH OF NkSWHUSEM REQUIRES NOTIMATUq BY EXCAVAFORS, DESIGNERS, OR ANY PERSON PRrFARINO 70 OISIORH THE FARTH'S SURFACE A14YWHERE IN THE COMMONWEALTH,: a ZU- sj LL )o LEGEND 12,3 EXISTING CONTOUR X 123 45 EXISTING SPOT ELEVATION X rC 123 A5 EXIST, TOP OF CURB ELEVATION X G 122.95 EXIST, GUTTER ELEVATION 7 HYDRANT wv WATER VALVE SINTJAC1 UESAV CIV GAS VALVE OVERHEAD WIRES APPROX, LOC. UNDERGROUND GAS LINE 0 CALICO LIN -E/T - APPROX. LOC, UNDERGROUND ELEC, & TELF LINE w- APPROX. LOC. UNDERGROUND WATER LINE LOCUS MAP UTILITY POLE C 2004 DeLorme. St=t Atlas 11_QA UTILITY POLE/LIGHT POLE < GUY WIRE m GAS METER In PAY PHONE MAP 1-8 SIGN BLOCK 1 LOT I BOLLARD N/F LANDS OF GUIDE RAIL SOUTHGATE PROPERTIES, LLC UK 10690, PG 177 AREA LIGHT PARCEL 1 LLIGHT <= PAINTED ARROWS LSA, LANDSCAPED AREA C.L. GUTTER LINE PARKING SPACE COUNT NOTES: TITLE REPORT EXCEPTION 1, LOCUS KNOWN AS LOT 1, BLOCK 1, MAP 1-8, AS SHOWN ON THE TAX ASSESSOR'S MAP OF THE TOWN OF AGAWAM, HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS. 2^ LEASE AREA = 73,950 S.F. OR 198 AC: 3. LOCATION OF UNDERGROUND UTILITIES ARF APPROXIMATE. ALL LOCATIONS AND SIZES ARE BASED ON UTILITY MARK -OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT 'THE TIME OF THE SURVEY. AVAILABLE ASBUILT PLAINS AND UTILITY MARKOUT DOES N07 ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEC11'4, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES, CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. 5. THIS SURVEY IS PPPPAPCD, WITH REFERENCE-- TO A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, KSK FILE NO. 142P-51, WITH AN EFFECTIVE DATE OF 06/30/06, WHERE ,THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN SCHEDULE 8, SECTION IL ORDER OF TAKING BY THE TOWN OF AGAWAM FOR HIGHWAY PURPOSES IN BOOK 3451, PAGE 2-CO - RICHT OF WAY OF AGAWAM STREET SHOWN, DOES NOT AFFECT LEASE AREA, 010 ORDER OF TAKING BY THE TOWN OF AGAWAM TOR HIGHWAY PURPOSES IN BOOK 3508, PACE 4C - DOES NOT AFFECT LEASE AREA, NOT SHOWN; JiD WESTERN VASSACHUSETTS ELECTRIC COMPANY AND NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY EASEMENT IN BOOK 3531, PAGE 205 - LOCATION VAGUE, UNABLE TO PLOT, NOT SHOWN; @2 ORDER OF TAKING BY THE TOWN OF AGAWAM FOR HIGHWAY PURPOSES IN BOOK 7014, RAGE 255 - DOES NOT AFFECT LEASE AREA, NOT SHOWN; 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE C (AREAS OF MINIMAL FLOODING.) PER REF. #2. A)Lip CCNC 7. ELEVATIONS ARE BASED UPON DATA PROVIDED By FHE ENCINFERING DEPARTMENT OF THE TOWN 7XI OF AGAWAM, RFFFRLNCE MON, 123, ELEVATION= 126,48. 06, ASPHALL\ N, FOUNbL S. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, CURB FENCE, PERMANENT ADDI-ION, ETC. 430,47' S.A. ASPHALT DRIVEWAY REFERENCES: ----------------------------------- GUTTER LINE 1, THE OFFICIAL TAX ASSESSOR'S MAP OF THE TOWN CIF AGAWAM, HAMPIDEN COUNTY, w- - - - - W_ -ZW- COMMONWEALTH OF MASSACHUSETTS, SHEETS #17 & 1-8. LINE APPROX. LCC. U.C. 8" WATER PEP REF #6 2, MAP ENTITLED "NATIONAL FLOOD INSURANCE PR&GRAM, FIRM, FLOOD INSURANCE RATE MAP, (NOT FIELD VERIFIED - SEE NOTE 3) TOWN OF AGAWAM, HAMPDEN COUNTY, PANEL 2 OF 2", COMMUNITY -PANEL NUMBER 250133 (A6ANDOND PER REF, #6 0002 A, MAP REVISED- FEBRUARY 1, 1978: 3. MAP ENTITLED "BOUNDARY SURVEY, SOUTHGATE SHOPPING PLAZA, SUFFIELD AND SILVER STREET, AGAWAM, MASSACHUSETTS, FOR GASTOWN INC., 622 STATE ST , SPFLD. MASS."' PREPARED BY SMITH & WALLEN, DATED: DUNE 1971, FILED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS, ON �,w'- = w - - - - - AUGUST 20, 1971 1N PLAN BOOK 129 PAGES 119 & 12C 4, MAP ENTITLED "LAND OWNED BY J.L ZERRA, SILVER STREET, AGAWAM-MASS,," PREPARED BY DURKEE, WHITE & TOWNE ENGRS, DATED: SEPT 1952, FILED IN THE HAMPDEN COUNTY REGISTRY --------------- OF DEEDS ON APRIL 15, 1960 IN PLAN BOOK 75, PAGES 68 & 69. 78 OH 5 MAP ENTITLED "MCDONALDS SOUTHGATE PLAZA SUFFIELD STREET AGAWAM MA PACE SP-1" PREPARED BY MCDONALDS CORPORATION, DATED: APRIL 28, 1981, LAST REVISED FEBRUARY 2, 1995 11 TO, I`,,':"��:_'1N_'_E �MP, N' ING. FIELO GATE _33EST 6-21-20s UTILITIES: ALRHSTABLISHED AND ADOPTED BY ALTA, AND THE FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 58, 9, 10, 11(A) & 13 OF TABLE A FIELD 800K NO, SAFE SYSTEM (L-888-344-7233) AND REQUESTED TO MARK OUT THEREOF, PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND FLW UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE, THE IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN FIELD DOOK K UNDERGROUND UTIL17Y INFORMATION SHOWN HEREON IS BASED UPON THE MY PROFESSIONAL OPINION, AS A LANE) SURVEYOR RECISTERED IN THE COMMONWEALTH OF UTILITY COMPANIES RESPONSE TO 'THIS REQUEST, SERIAL NUME3ER(S): MASSACHUSETTS, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCE'ED THAT WHICH IS SPEOFIED THEREIN. N/A 20062402567 DRAW UTILITY' EHONE NUMBER -COMPANY M.D.B. VERIZON (781) 84-0-6311 NOT A VALID ORIGINAL DOCUMENT UNLESS EMDOSSED WITH RAISED IMPRESSION OR BLUE INK SEAL, REAEWED-, COMCAST (603) 695-1457 BAY STATE CAS (413) 781-9200 X2253 WESTERN MASS ELECTRIC CO (413) 787-9039 U 23,36 xp`H, TENNESSEE GAS PIPELINE CO CNTARGET LCCATING (413) 786-5183 (860) 666-7717 DATE GA GREGORY S. LEAS PROVED: AJP.D.8, MASSACHUSETTS PROFESSIONAL LAND SURVEYOR #40762 - REVISE WITH RECEIPT OF TITLE DESCRIPTION OF REVISION DRAWN: L�APPRCVED: DATE ALTA/ACSM LAND TITLE "SJURVEY M c D 0 NALD )'S ) C 0 RP 0 RATI 0 868 SUFFIELD STREET c n n 11 rfS PORTION OF LOT 1, BLOCK 1 me TOWN OF AGAWAM -/C# 020-0136 HAMPDEN COUNTY, MASSACHUSETTS C 0% N IT I R 0 L Pr ut' I IN IT ASSOC IATES, INC, 35 I'ECHNOLOGY DPJVE NEW BRITAIN CORPORATE CENTER WARP,EN, N7O7059 1600 MANOR DRIVE, SUITE 120 CHALFONT, PA 18914 908.668.00" - 908.668.( )595 FAX 215.712,9500 - 215.712.9802 FAX :GATE SCALE FILE ?40. OWG, NO. 6-30-2006 1 1"=20' C06238 I I OF % 1% CONC; WALK I a IN ill: s L &PI F CONCEPT NOTES: 1, THIS PLAN REFERENCES DOCUMENTS AND INFORMATION TAKEN BY A PLAN TITLED "ALTA/ACSM LAND TITLE SURVEY" PREPARED BY CONTROL POINT ASSOCIATES, INC., DATED JUNE 30, 2006, SCALE: 1"=20'. 2. THIS CONCEPT WAS PREPARED iSTRICTLY BASED UPON INFORMATION IDENTIFIED ABOVE. 3. ?HE CONCEPT REPRESENTED HEREIN IDENTIFIES A DESIGN CONCEPT RESULTING FROM LAYOUT PREFERENCES IDENTIFIED' BY OWNER COUPLED WITH A PRELIMINARY REVIEW OF ZONING AND LAND DEVELOPMENT REQUIREMENTS AND ISSUES. THE FEASIBILITY WITH RESPECT' TO OBTAINING LOCAL, COUNTY, STATE, AND OTHER' APPLICABLE APPROVALS IS NOT WARRANTED AND CAN ONLY BE ASSESSED AFTER FURTHER EXAMINATION AND VERIFICATION OF SAME REQUIREMENTS AND PROCUREMENT OF JURISDICTIONAL APPROVALS. 4. THE CONCEPTUAL PLAN IS PREPARED FOR CONCEPTUAL PRESENTATION PURPOSES ONLY AND IS NOT INTENDER FOR UTILIZATION AS A ZONING AND/OR CONSTRUCTION DOCUMENT, THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON INFORMATION THAT WAS SUPPLIED TO OUR OFFICE AT THE TIME OF PLAN PREPARATION AND MAY BE SUBJECT TO CHANGE UPON PERFORMANCE OF ADDITIONAL DUE DILIGENCE, ZONING ANALYSIS TABLE ZONING DISTRICT: INDUSTRIAL B (RESTAURANT PERMITTED) (DRIVE THRU BY SPECIAL PERMIT) ZONE CRITERIA REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 43,560 SF EXISTING UNKNOWN PROPOSED UNCHANGED MINIMUM FRONTAGE 100' EXISTING UNKNOWN PROPOSED UNCHANGED MINIMUM FRONT SETBACK 75' 52.2't MATCH EXIST. MINIMUM SIDE SETBACK 25, EXISTING UNKNOWN TBD MINIMUM REAR SETBACK 25' EXISTING' UNKNOWN >25' MAXIMUM BUILDING HEIGHT 40' EXISTING' UNKNOWN 21'-4° PARKING SPACES' 50 MIN. (1) 25 33 (2)" PARKING CRITERIA (9'xl8') (V) VARIANCE REQUIRED (1) AT LEAST 50 PARKING STALLS ARE REQUIRED FOR DRIVE THRU USES, (2) PARKING REQUIREMENTS FOR SHOPPING CENTER NEED FURTHER INVESTIGATION TO DETERMINE' IF PROPOSED PARKING IS ADEQUATE, OR IF RELIEF IS NEEDED, SUMMARY OF PARKING IMPACTS: P EXISTING PARKING STALLS TO BE REMOVED: 134 - PROPOSED' PARKING STALLS: 98' A NET LOSS OF 36' PARKING STALLS IS ANTICIPATED "WITHIN THE LIMITS OF 'WORK REQUIRED TO DEMOLISH THE EXISTING McOONALD'S AND CONSTRUCT THE NEW RESTAURANT. FURTHER DISCUSSIONS ARE NEEDED TO DETERMINE IF THE McDONALD'S AND SHOPPING CENTER ARE IN COMPLIANCE WITH CURRENT PARKING REQUIREMENTS. i GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. 352 Turnpike Road Southborough, MA 01772 BOHLER a l A 60KUCICJLI 508,480.9900 �Jj s fox 508.4809080 ENGITN'EERING,.0 nc www.bohlereng.com CIVIL & CONSULTING ENGINEERS' ■ PROJECT MANAGERS ■ ENVIRONMENTAL & SITE PLANNERS Other Office Locations: ■ MUNICIPAL ENGINEERS -' PROFESSIONAL ENGINEER ■Chalfont, PA ■Melville, NY' i5terlmg, VA ■Wotchung, NJ wTowson, MD ■Albony, NY MASSACHUSETTS LICENSE No. 41530 CONNECTICUT LICENSE No, 26177 PROJECT No: CAD I.D. #: CONSTRUCTION CHECK DATE CONSTRUCTION CHECK DATE W051034 W051094sbcg 1 z w z Ld J LLl w to w 00 a w o d Q w o 0 0 z c 0� o L o �n- �t to I 0 'W" J N Q aZ w a r w � cc ILL�' � Ln o Ld Z C Of I___d CD d w z Cu _ <t o oo v LLJ CD W V O < 0 O z � Cf3 O C- nQ w m: W a; a-, Z to 0 J Z: Q Q ,I LO U) Z CL w cn V) w LL1 LL LL O' Q d Li w ILL J C) W z CL w n Q z V) 0 a ' a a 0 wCD b d APR o 7 2009 z 0 Of y o 0 Ll Z zy W L) 0 w a }: STATUS DATE BY PLAN SCALE: 1 "=20' PRELIMINARY XXXX XXX STREET ADDRESS PLAN CHECKED XXXX XXX SUFFIELD STREET (AKA ROUTE 75) rXXx AS —BUILT xxxX TOWN STATE DRAWN BY MDB AGAWAM NIA CHECKED BY;, JAK' COUNTY DATE; 01 /02/09 HAMPDEN COUNTY SCALF AS SHOWN REGIONAL DWG, NO PLAN DESCRIPTION SHEET NO. 00-0000 SURVEY BASED @E=T CONCEPT PLAN OF 1 a o; APPROX UNC)ERG 1 1. i 1 cs e \, WF4 ®WOO AR MAP 17' BLOCK 1 LOT 8 N/F LANDS OF PANANAS REALTY, INC. SK. 14486 PG. 157 'A )NC. BASE MAP I-8 BLOCK 1' LOT 1 NfF LANDS OF SOUTHGATE PROPERTIES, LLC \ BK. 10690, PG. 177 PARCEL 1 \qY 1 J LEASE AREA ( CONTAIN S T O 42,875 SF 0 SB4 ACRES AE L CATI )UND UT LINE. o. ,Z'R ASPHALT PAVEMENT 3 R f PROPOSED CONCRETE CURB (TYP,)' 1000+ 2,R RELOCATED UGH POLE .1000 0000 PROPOSED FLUSH SCORED CONCRETE 2'R '�" ISLAND (TYP.) 10' r 3' 5'R e�pQ PO PRO SED COD 0 AND MENU BOARD TYP OF 2 2R PROPOSED 10 X 203p'R 251 J CONCRETE PAD EL ED LIGHT o i3' 0 POLE 2011R `PROPOSED 12 X 3'R 20 CONCRETE f .--r PAD LlA4E , 2R DEINJEAT�kt+ % \ 1 5R f n 3 R PROPOSED TRAM B 2'R a PROPOSED �'R /0, PROPOSED TRUNCATED a CONCRETE CURB PROPOSED 5'WIDE DOMES \ PROPOSED cJ_"- a (�) I�' 4, ` CONCRETE SIDEWALK NON-ADA RAMP , 3'R PROPOSED CONCRETE ® 4- SYSL ' , PROPOSED 15' X CURB (TYP) 28'R 4--- 30' CONCRETE 10'R PROPOSED PROPOSED PROPOSED PAD MAT TRANSIrKyN, 1 R o e a ON-ADA CURB e e . MOUNTED RAMP TRANSFORMER a VF4 3'R o x 45 2' ® y 10.0 18.0 1 17.0 ' \ �$- ®• ,�p6 � Sao_ d o PROPOSED 'STOP"`Nn` AND "DO 140T �pl fj ENTER SIGN" 50'R a" SWSL GATEWAY PROPOSED NI LEASE (CON' 5 Sr OR 0.9 SYSL� \ D �b PROPOSED TRASH 12 �, 18.0' ENCLOSURE ® ?� (SEE DETAIL) PROPOSEDSYSL ` PROPOSED 6' WIDE- a . AREA LIGHT. PROPOSED McDONALD'S` CONCRETE SIDEWALK ,S (TYP) 45-87 PROTO RESTAURANT \ \C1 3,886 GROSS SF/ 3,662 NET SIF PROPOSED ENTER ® 74 SEATS \ 4' SN'Sl (1YP) DIRECTIONAL SIGN PROPOSED \ i +� -\ CONCRETE CURB PROPOSED \ (TYP) "NO LEFT Jy� \ TURN" " SIGN N (a ._ S PROPOSED FLUSH 3'R PROPOSED 10' X c, SCORED CONCRETE ® 69' CONCRETE MAT 1 ISLAND 3 R ®,h PROPOSE 18.0~ \ WF6 ADA RAMP 31R a °, 75' FRONT SETBACK - - \ \ �. HAD G\ ' PROPOSEDAREA PROPOSED—DOMESATED PROPOSED ADA 5'R 2 05 ` ADA RAMP =. _._ SIGN WITH VAN \ PROPOSED \ 'RPROPOSED PROPOSEDTRUNCATED DOMES ®DIRECTIONAL�`� •\ TRANSITION ?p'R PROPOSED FLUSH, SIGN 10 CONCRETE WALK PROPOSED STOP C \� ® .CURB 3'R r SIGN (TYP PROPOSED ADA SIGN PROPOSED rGy P ANTED YfLLO ASPt14LT PAVEMENT ,4SPHALT PAYfMENT U CONC. CURB G A _ 5 G L• d� E.S.A. C PROPOSED CONCRETE CURB (TYP) .►'' Ip'R ,....: PROPOSED CONCRETE:: 3 R In CURB (TYP) YR .10 /> o 3R ED CONCRETE 151 r IYP) 1 PROPOSED BITUMINOUS' CONCRETE PAVEMENT (TYP.) I Q 18.0, 0 1{?5'R + 24.0' 240' 180' CONC. WALK EA VC ZONING ANALYSIS TABLE ZONING DISTRICT: INDUSTRIAL -8 (RESTAURANT PERMITTED) (DRIVE THRU BY SPECIAL PERMIT FROM THE 70NING BOARD OF APPEALS) ZONE CRITERIA REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 43,560 SF 527,480± SF UNCHANGED MINIMUM FRONTAGE 100, 810.5'1 (SUFFIELD ST.) UNCHANGED 569.7t (SILVER ST.) UNCHANGED MINIMUM FRONT SETBACK 75' 14.6'f (GAS STATION) UNCHANGED 52.2'# (McDONALWS) 76.4' (McDONALD'S) MINIMUM SIDE SETBACK 25' 28.0't (SHOPPING CENTER) UNCHANGED 202.6'f (McDONALD'S) 28.0' (McDONALD'S); MINIMUM REAR SETBACK 25' 47.2't (SHOP. CENTER) UNCHANGED 282.7'± (MODONALD'S) 361.5' (MOONALD'S) MAXIMUM BUILDING HEIGHT 40' UNKNOWN (SHOP. CENTER) UNCHANGED UNKNOWN (McDONALD'S) -21'-4" (MCDONALD'S) MINIMUM OPEN SPACE N/A 15.4% 16.6% PARKING SPACES NOT SPECIFIED 555 520 50 MIN. (1) 42 (McDONALD'S) 33 (McDONALD'S) 7 <J' Cn tt 0� LLJ U z LLJ C� CJ' L:J O U U z 3 O O I-- U' t) 1 AT .LEAST 50 PARKING STALLS ARE REQUIRED FOR DRIVE THRU USES, AND WILL BE PROVIDED WITHIN THE V) Ll1 I- AIcDONALD S PARKING AREA AND WITHIN THE SOUTHGATE PLAZA SHARED PARKING. V) MINIMUM' PARKING DIMENSION' = 9'X18' C z 0 Q U Pq�M OPEN SPACE CALCULATIONS: F TOTAL LOT AREA= '527,480 SF f (D _ _ _ EXISTING OPEN SPACE 80 880 SF 527 480 SF 0.154 15.5% / EXISTING OPEN SPACE= 87,360 SF 527,480 SF = 0.166 = 16.6% Imo- Lr) 00 — IVF O` d l.J PAVEMENT � _ MARKING LEGEND SYLL SOLID YELLOW LANE. LINE: �f%iSilNG ISLAND TO REMAINTE SWLL SOLID WHITE LANE LINE B K. 10 p a. 1$ �o z� a •D, 16.8' 10.1, SCORED CONCRETE ISLAND 3'R YYFT o0 , 2'''` R ' \ 20 R TRANSITION 30 � 13.0' 13:0' 10 CURB 1?�R jl�y , RELOCATED LIGHT-' ®! 9 �t'Op 30 R � D, � u ROPOSED v U o' 00 NOT o PROPOSED BITUMINOUS ROPOSED 101' ' `il'F$ ` 30 R .' ENTER" o.. CONCRETE PAVEMENT y CONCRETE CURB 26.0'' 3 R w SIGN (TYP.) 1 Rp ( © i PROPOSED FLUSH DO'NALD SIGN \ i SCORED CONCRETE 3'R 3'R 1 "DO NOT EHTER25R 15'R ISLAND IO'R PROPOSED 'KEEP SIGH (TYP OF 2) PROPOSED STOP2'R RIGHT' SIGN (R4-7) S worm ytwwSIGN (TYP-) 2 R 15'R PROPOSED LIMIT OF PROPOSED �,• WFl \ '� CONCRETE CURB 8.9' CONCRETE (MATCH EXISTING N -- WFI2WFI3 } d0b� d®b N cuRB GRASS ARFA METAL GUIDE RAIL � l ' �+ 2' �'R ,R ASPHALT CURB 1 Mt 9.0 26 0' 10'R — PROPOSED SLOPED ASPHALT CURB GRANITE CURB' LIMIT OF PROPOSED / PROPOSED STOP PROPOSED "KEEP SOLID WHITE LINE' CONCRETE CURB PAVEMENT RIGHT' SIGN (MATCH EXISTING CURB) MARKING (TYP.) (R4-7) DOUBLE YELLOW LINE" 84.5' OPENING 81 / SOLID WHITE` UNE 4" SWSL (TYP) GRAPHIC SCALE { IN FEET 1 inch 20 ft. -PROPOSED STOP PAVEMENT MARKING (TYP.) PROPOSED CONCRETE CURB (nP) 4" SYSL ASPHALT A GRASS LSA ARE4 ` 0„ :SUFFIELD (PUBLIC - SO' WIDE - 1969 TOWN LAYOU' z 2 0: go A.SPH4LT CURB (ASPHALT ROADWAY) - ASPHALT WALN PAVEMENT STRIPING LEGEND: SYSL = SINGLE YELLOW SOLID LINE SWSL = SINGLE WHITE SOLID LINE SID'OHLER OBOHLER axalNBBSINGE N D I N E E It I N G CONSTRUCTION CHECK DATE CMI, &'CONSULTING ENGINEERS:. CORPORATE:OFFIJ-'E: J.A. KUCICH SURVEYORS ♦'' %VMWN, VJ OPRCM 352.TURNPIKE ROAD SOUTHBOROUGH. MA 01772:: ♦ saVTHO;OROUGH. MA # BOW E MD PROJECT MANAGMS ♦ A�BANY NY ♦ TOWSON. MD: PH: (%B) 480-9900 M-(508)48"080 ENVIRONMENTAL CONSULTANTS s VURCHAsE;Nv a STERUNO,VA ♦ RONKONKOMA, NY ♦ WARRENTON..VA WWW.&UN&&_n91r"dn9.00m. . LANDSCAPE * GHALFONT,PA • FORT uwDERDALE,FL CONSTRUCTION CHECK DATE 0 CENTER VALLEY, PA PROFESSIONAL ENGINEER MASSACHUSETTS 'LICENSE No. 41530 gmaOM WI= bX0 z 0 0 z If 0 LC 0 0 � �..�J A Q G, C] w z J L (x � (f) ti 0 O z C w C 0 � _ C) a _ 3: z Ca o c w v C Elf C V) Cf 0 CL LL t3 w 0 I) z V) ❑ J zd a Ln V o z a a w C LO b U W r� 0 � 0 ' Q Lu Q Q n LLJ _j CY � Q w > O N Of C7 < � tn d U � U C' a � 0 _j7ow Q v Q c7 to t w O Q OC 0 0 cC U C; STATUS DATE BY PRELIMINARY PLAN CHECKED AS -BUILT DRAWN BY: SJL AGAWAM MA CHECKED BY JAK COUNTY DATE, 05/04/09 HAMPDE SCALE: AS SHOWN NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. r �. :BLUE BACKGROUND WHITE LETTERING HANDICAPPED PARKING to I SPOUL PLATES FE o- UNAUTHORZ D ua1lm . MAY BE FD#M ar,e�'s MUSE E VAN TI .y.... 3 LBS./LF. GALVANIZED cTcrl ruAMNEL POST '`HANDICAP _ PARKING ONLY' SIGN NOT TO SCALE STREET ADDRESS 850 SUFFIELD' STREET TOWN STATE m SITE DEVErjosTiMEN PLAVNS In " � .e--"'e* x .,,. .s..a,.�• ; "°+ter, sl.:: .,. ,.-':-,..: .Ift :` r :s .. �. _ <,,: , =c F;. sa a ,., ■ d r.a.—..: _,.-T:.4` ; r. ✓i. #i'.: .'^r x: ,. .-_... _ va.. � •..-.. n S .M1... _. s b F R , , 1 a�. , _ - ems. • a qi 9 s , r �s a 01 ray, 4 '! ch SITE rr it M f1 a b A s i K / 'C-r+ I n . r s:� s ti r. r 9 4 J � �•s S .t•. a 'x 4 u y LOCUSPLAN SCALE. 1 "=1000' PLAN REFERENCE: USGS MAP EH CORPORATION _ r ■ i - ■ 1 i I y+I. 1. _ a t' kWill I I i U ,r I a � .. IIIIIII��I i i., III III N r 11111 �1 IIIII II r Illllllr I a II- IIIIVI�V�11 1 IIIII I ■ II t Y \ i ■I M b b y 1 Ir t l r y R „ l -PROJECT AREA v1-T SCALE.: 1 "-100` * DATE # a r. ra n'.. �,•,,_66kPOWITE a FFM DATE PROJECT Nol CAD 1.�D� 1. SIGNS ARE YT ME GENERALDCONTRACTORUIT, AND WIRING FOR ALL OTHER ,. LOT PER I— METER 2 3/{4' EMPTY CONDUIT TO LOCATIONS SHOWN AT THE T� METER FO R LOT LIGHTING IS B THE GENERAL CONTRACTOR. LIGH ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER % OPERATOR. 3 BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE >SUPPLIER. . EXACT LOCATIONS SHALLEBE DETERMINEDARE SHOWNInTOCALLOW IFOR�LYTHE MOST ECONOMICAL INSTALLATION. . THE CONTRACTOR SHALL: COORDINATE rWITH ALL UTILITYvl^M AT OMP�A IIE�S 6. ALL ELEVATIONS SHOWN ;ARE BASED UPON DATA PROVIDED BY THE ENGINEERING DEPARTMENT OF THE TOWN OF AGAWAM. REFER TO SURVEY NOTE #'7. . ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO S" BELOW TOP OF ALL WALKS AND CURBS. FINISH GRACING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/'OPERATOR. 8. LOT 'LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS DESIGN AND CONSTRUCTION IS �HBYTHE GENERAL IS RCONTRACTOR. DATIOFJ PAVING SPECIFICATION a (SEE PAVEMENT DETAIL cn FLEXIBLE PAEIENT�„T.I 1.5" MHO CLASS I TOP COURSE ¢ `• 1.5" MHD CLA5S I I' INDr—F DASD +C+OURSC 6.0" MHD M 1.03.0 TYPE C PROCESSED GRAVEL SUBBASE o 0 RIGIa PAVEMENT SECTION. 6.I "" 4000 PSI AIRS -ENTRAINED CONCRETE 8" 4000 PSI AIR -ENTRAINED CONCRETE- AT TRASH ,ENCLOSURE E.0" MHD M1.03.0 TYPE C PROCESSED GRAVEL SUBBASE NOTE: FINAL PAVEMENT SPECIF3CATIONS TO BE COORDINATED WITH GEOTECHNICAL. REPORT RECOMMENDATIONS, McDONALD'S ENGINEER RESERVES THE RIGHT TO REOUEST A COMPACTION TEST AID/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER AC30VE "SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDoNALL? s, OTHERWISE. G.C• WILL BE CHARGED. LOT LIGHTING TO BE SUPPLIED BY SOUTHcO LIGHTING COMPANY 7006 CHRISTOPHER AVENUE ST.. LOINS, MO 63129 1--800-7834535 Z NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED: r PARKING INFORMATIONUO 31 PROPOSED SPACES 9.0' X 18.0' 75* 0 a. to 4_ TOTAL SPACES cn � bi I 0 EXISTING SPACES 33Z � Z LU � ANDIC PPET} � � � 2 PROPOSED 8.M X 18.0 075+ SPACES � ry UTILITY INFORMATIONLu w r- a ® SIZE TYPE LOCATION y R.W SANITARY SEWER B PVC OIL SITE w � � , "y _ WATER � _ ON SITE 1 STORM SEWER I RCP ON SITE; c� L ELECTRIC — ON SITE o w_ r _- ON SITE tiTA Q r SURVEY' INF RMATI{ I 0 CL rL I-^ 0 INC. CONTROL POINT ASSOCIATES, PREPA12EF? BY. TES Ln t3 Z 35 TECHNOLOGY DRIVE J < WARREN, NJ 07059 V JOB C06 38 Z in Z '_ DATE, JUNE 30, 2006" REVISED THRU. APRIL 17, 00 _ ¢ W tom. V) �S��Y, "� HEET INDEX- S L� Ls� DES CIPTION SH E ,_ T E C -1 Of 15....-... COVER SHEET I � V _ � f 1 5.• .. NOTES I C--3 of 15...... DEMOLITION PLAIN I C 4 off '15.,...,, OVERALL SITE PLAN C-5 of 15 ..... SITE PLAN C--6 of 15.....-.. GRADING PLAN � C-7 Of 15....... UTILITY & DRAINAGE PLAN L.l CL` _ T O PLAN CONTROL I C C-�8 EROSION AND SEDIMEN In 4Ju3 ....... EROSION AND SEDIMENT CONTROL DETAILS I�0TE5 C 15 E �} Lcl C-10 of 15 ....�a. LANDSCAPING FLAN _ LA;NA �y�* "•*R•: C-11 of 15,.,... LANDSCAPING DETAILS NOTES C C-12 Of 1....... LIGHTING PLAN Ld D-1 of 15....... CONSTRICTION DETAILS z F D-2 of 15....... CONSTRUCTION DETAILS D-3 of 15 ... CONSTRUCTION DETAILS 1 OF 1......... BOUNDARY & TOPOGRAPHIC SURVEY (BY OTHERS) "I OF 2 ......... ARCHITECTURAL BUILDING ELEVATION'S A .0 �A2.1 11 TONS UILDING ELE A I2 OI` TECTURAL B W...,:.... _ARCHIW 1uj r-777"%PIVED z jUti 2 3 2009 0 V) z 0 U-1 n- 0 t STATUS LATE BY Lj n PRELIMINARY - STREET ADDRESS PLAN CHECKED - 868 SUFFIELD STREET AS -BUILT TOWN STATE DRAWN BY SJL A AWAMI MA CHECKED BY: ,OAK COUNTY DATE:: 05/04 '09 H A M P D E N SCALE. AS SHOWN .�< NEER NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. Nt . 41530 N,, 6177 OVER SHEET OF 15 DEMOLITION NOTES L BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SAFETY OR SUPERVISION. 2� ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE NTH THESE PLANS AND SPECIFICATIONS AS WELL AS FEDERAL, STATE AND LOCAL REGULATIONS. AW DISCREPANCIES OR DEVIATIONS SFWi BE IDENTIFIED BY TIE CONTRACTOR TO BOHLER ENGINEERING IN WRffING FOR RESOLUTION PRIOR TO INITIATION Of SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/ID� A ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO STE DISTURBANCE C. ALL UTILIDES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SAWARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE kL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E FAMILIARIZING THEMSELVES WPH THE APPLICABLE UTILITY SERVICE PMER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUF0 FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAI THE DUSTING UTILITIES AND SERVICES HAVE BEEN TERMNATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTIUTY COMPANY REQUIREMENTS. F, COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 0, A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED EMONMENITAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDW ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WIN FEDERAL, STATE, AND LOCAL REGULATIONS, ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIALS, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED MATERIAL HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL 00MULTAmT. 5. THE FIRM OR ENGINEER OF RECORD IS N01 RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION N A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 6� THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS' NECESSARY TO PRIDVIENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXIS1ING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAI ARE REMAINING ON OR OFF STE, THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE 10 REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. 7. IN THE ABSENCE OF spEcinCATioNs, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVI'DES, DEMOLITION AND REMOVAL, OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHI ENGINEER. & EXPLOSIVES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF BOTH THE OWNIER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM, THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES, 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED WE PRACTICES IN CONFORMANCE WITH: THE *MANUAL ON UNIFORM TRAFFIC CONTROC, AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WiEN DEMOLITION RELATED ACTNMES IMPACT ROADWAYS OR ROADWAY RIGHTS -OF -WAX 10. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 11, DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 12- USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE. AND/CIR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 13. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREWNT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME, 14. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. 11 IS NOT INTENDED To PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL AND JURISDICTION& MIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS fSOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. GENERAL SITE NOTES 1. THE PLAN REFERENCES A SURVEY PREPARED BY: CONTROL POINT ASSOCIATES 35 TECHNOLOGY DRIVE WARREN, NJ, 07059 DATED� JUNE 30, 2OW; REVISED APRIL 17, 2009, SCALE: I'=20' 2. SPECIFIC RESOURCES, TECHNICAL REPORTS, DESIGN DOCUMENTS, Er. AL. RELATED TO THIS PROJECT INCLUDE (BUT MAY NOT BE LIMITED TO) THE FOLLOVANG: -SURVEY; 'ALTA/ACSM LAND TITLE SURVEY* PREPARED BY CONTROL POINT ASSOCIATES, INIC., WARREN, W. SCALE: 1'=2V, DATED 06-30-08, REVISED 0*-17-09. CONTRACTOR 15 RESPONSIBLE FOR OBTAINING THESE DOCUMENTS AND FAMILIARIZING THEMSELF WITH SAME FOR APPLICATION BOTH PRIOR TO AND DURING CONSTRUCTION. 3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE REFERENCED SURVEYOR'S BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO OROUNDBIREAK. 4, APPLICANT FOR THIS PROdECT IS: McDONALD'S CORPORATION 690 CANTON STREET WESTWOOD, MA 02090 5. PARCEL DATA, LOT� 1, BLOCK: 1, MAP: 1-8 6. BULK REQUIREMENTS: SEE ZONING TABLE ON SITE PLAN 7, PARKING REQUIREMENTS: SEE ZONING TABLE ON SITE PLAN 8, ALL HANDICAP PARKING SPACES SHALL BE CONSTRUCTED TO MEET ADA & MA, AAH REQUIREMENTS. 9. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURIRG THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED, NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 10, THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS. INSPECTIONS, ETC. REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURNG AND AFTER CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUTT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES, ii. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY, 12, THE GEOTECHNIGAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED 0THERW6E ON THE PLANS. THE CONTRACTOR SHAH NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BOWEN GEOTECHNICAL REPORT AND PLANS, ETC. 13. PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS, 14, THESE PLANS ARE BASED ON INFORMA71ON PROVIDED TO BOHLER ENGINEERING, P. C� AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER EWNEERING, P. C� IF ACTUAL SITE CONDITIONS DIFFIER FROM THOSE SHOWN ON THE PLAN. OR IF THE PROPOSM WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES, 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL EF_ FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, CONTRACTOR SHAI_L NOTIFY ENGINEER IN WRITING IF AW DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK WANG TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN, 16, CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EMT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY "TIONS. IT DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES. 18. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTINGUOUS STRUCTURES, As FIELD CONDITIONS DICTATE. 19. CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN, CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT TO ROAN, AND TO PROVIDE A SAFE WORK AREA, 2CL CONTRACTOR IS RESPONSIBIF FOR REPAIRING THE WAAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRANG, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONINECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS, CONTRACTOR IS RESPONI TO DOCUMENT ALL EXISTINO DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START. 21. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/1OR GFOTECHNICAL REPORT. 22- ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK DEPICTM ON T14FSE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION Of' THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED, 23, ENGINEER OF RECORD 15 NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAS HE BEEN RETAINED FOR SUCH PURPOSES, 24� ALL CONTRACTORS MUST URRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER*S LIABILITY INSURANCE AND APPROPRIATE LIMITS Of COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMTHED BY LAW. INDEMNIFY AND HOLD HARMLESS B014LER ENGINEERING, P.C. AND ITS SuBCONSLILTMIS FROM AND AGAINST ANY DWGES, LIABILITIES OR COSTS, INCLUDING REASONABLE WORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS By EMPLOYEES OF THE CONTRACTORS. 25. NEITHER THE PROFESSIONAL ACTIVITIES OF HOHLER ENGINEERING, P,C., NOR THE PRESENCE OF EICHLER ENGINEERING, P.C. OR ITS EMPLOYEES AND SUBCONSULTANTS AT A CONSTRUCTIQN/PROJECI SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY. BOHLER ENGINEERING, P.C. SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONIRACTWS POLICIES OF GENERAL LIABILITY INSURANCE, 26. EICHLER ENGINEERING, P.C. SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHLER ENGINEERINC'S PDAIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS MiILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING, Pt, HAS REV1EWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPOW, BOHLER ENGINIERINIG, PC, SIALL NOT BE RESPONSIBLE FOR ANY W&TIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROW TO THE ATTENTION OF 8DHUER ENGiNEERN, RC. IN WRITING BY THE CONTRACTOR. BOHILER ENGINEERING, P.C. SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAW NIOT BEN RECEIVED, 27, IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING, P.C, AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BOWEN THEM ARISING OUT OF OR RELATING TO THIS ACREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NONBINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE, 28, 29, IF THE CONTRACTOR DEVIATES FROM THE PLANS ANI WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROI CORRECT ANY WORK DONE, ALL FINES OR PENALTIE THEREFROM. THE CONTRACTOR SHALL INDEMNIFY A WORK AND FROM ALL SUCH FINES AND PENALTIES, 'OR MDING & UTILITY NOTES 1� WCATM OF ALL EXISTING AND PROPOSED SERVICES ME APPROXIMATE AND MUSt BE CONFIRMED INDEPENDENTLY WITH LOCAL PROPOSED MMTER� LEMD SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT AIR ARROW OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT, PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO BENCH DOUBLE ARROW COMMENCEMENT OF CONSTRUCTION. m BOUND 2, ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND SIORM SEWER, TELEPHONE, ARROW CURVE LEF CABLE, FIBER OPTIC CABLE, ETC, WITHIN THE LIMITS OF DISTURBANCE SHALL WE VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL ARROW CURVE RIGHT THE UNDERGROUND UTILITIES, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CART CORRAL E CONSTRUCTION AT NO COST TO THE OWNER. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL Of THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE ARROW LEFT PROJECT WORK SCOPE PRIOR TO THE IP41TIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE CURB STOP DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHkL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF HANDICAP ARROW RIGHT WORK AS DEFINED BY THE DRAWINGS AND N FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES, ARROW STRAIGHT LEFT 4, DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILEFf AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING VAN ACCESSIBLE SITE ACTIVITY. ARROW STRAIGHT RIGHT VAN 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND Is RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR 0 IRON PIN ONLY ONLY SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. MAILBOX STOP BAR 6. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING alrop UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR �RADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT, THE CONTRACTOR SHALL COORDINATE INSTALLATION OF AREA LIGHT UIIUI!t:�/�)LHVIGt�) VVIIH IML INUIVIOUAL L;VMVAN[tZj, IV AVVIV CONFLICT3 ANU MOE rxorrK DUTM ARE: ACMIMM THE PARK NUMBER (�2 JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MEL AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED 0z AREA LIGHT 90' PRIOR TO CONSTRUCTION TO RESOLVE SAME. ties ROUND PICNIC TABLE 7. WATOR SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIRIEVENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPAW. AREA LIGHT 129 CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FM AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE, PICNIC TABLE 8. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC, ARE TO BE INSTALLED UNDERGROUND. ALL NEW AREA LIGHT QUAD UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND RR XING STANDARDS, GOOSENECK LIGHT 9� SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHN[CAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING TRAFFIC SIGNAL tio FREESTANDING SIGN AND RERACNG WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED MATERAL SHALL BE COMPACTED AS OUTLINED IN T14F GEOTECHNICAL REPORT, MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBM11TED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE SION WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADIE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO U SHAPED HOULARD BE PAVED HAVE BEEN COMPACTED IN ACCORDMCE WITH THESE PLANS AND SPECS. AND THE RECOMMENDATIONS SET FORTH IN VACCUM BACK TO BACK SIGN THE GEOTECHNICAL REPORT, SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEDED UNSUITABLE By OWNER OR OWNER'S REPRESENTATIVE, SUBBASE IS TO K BOLLCID DETECTIBLE WARNING PANEL REMOVED AND FILLED WITH APPROVED ALL MATERIAL COMPACTED AS DIRECTED By THE GEOTECHNICAL REPORT, 10, ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS low (op. 106 RIPARIAN BOUNDARY PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 2w r4p. 200' RIPARIAN BOUNDARY 11� THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT W17H THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS' REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER WETLAND BOUNDARY ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/DR TRENCHING PROCEDURES. TREELINE 11 PAVEMENT SHALL BE SAW CUT IN STRAIGHT LJNIES TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL DMINAGE & UTILITY PROPOSED CB PROPOSED DMR PROPOSED FES 12 INCH PROPOSED C8 (DOUBLE) 1000 GAL. GUY WIRE PROFANETANK 0 HAND HOLE SEWER MANHOLE TRANSFORMER CORPORATION STOP UTILITY POLE + CROSS G �'17m GAS METER 0 WG WATER CATE GG �vlc HYDRANT GAS GATE PIV PIV EM 0 cl ELECTRIC METER 14 REDUCER ELECTRIC MANHOLE TEE 0 C"OUT THRUSTBLOCK c- c- c- C- C- C- CABLE SERVICE E- E- E- E- E- E- ELECTRIC SERVICE - - - - E/T - - - - -E/T - - - - - E/T - - - - -E/T ELECTRIC TELEPHONE SERVICE FO - FO - FO - FO - FO FIBER OPTIC SERVCE G- r,- G- r,- G- G- GAS SERVICE S- S- S- SEWER SERMCE STORM MAN PIPE 11 ''1 , . lc==�mmm__ _=:Z� T - T T T T - T - TELEPHONE SERVICE w - w w w w - w - WATER SERVICE VMm"WQ� -irviLL Vt KtmvvLu rKvm t 31tt At Mt "Mt Vr LA1,AVA1PJM -1iVW%r1LM VT $_) WILL i Dr. rmmmcu� GRADING 13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANRARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO ERO"SION MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. HAYBALE HAYBALES 14, THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION or EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS (INLET PROTECTION) PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE .757. MIIL SLOPE AGAINST Ali ISLANDS GUTTERS, TW=100.50 CURBS�- 1,0% ON ALL CONCRETE SURFACES, AND 15% MIN, ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY TOP & BOTTOM OF CURB MEET EXISTING GRADE Bw__1 0.00 T'� 8 AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDAIELY PROCEEDING WITH RAYBALE FILTER SACK STOCKPILE MEET E X; JST CONSTRUCTION WITHOUT NOTKATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. @ TID=1 00.50 15, PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6' ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED, TC= 100 50 TOP & B01TOM OF CURB FIELD ADJUST TO CREATE A MINIMUNI Of 35% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT MW - 3 STONE SHEETS PRIOR TO INSTALLATION. i4r MONITORING WELL STOCKPILE CATCH BASIN GRATE ELEV, 16, REFER TO SITE PLAN FOR ADDITIONAL NOTES. 17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE, IMMEDIATELY PROPOSED SPOT SHOT N07IFY THE ENGIMER IN WRITING: OF ANY CONFLICTS. HAYBALES AND SILT FENCE PT 1 TH 1 1& CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY IDERMITS NO APPROVALS FOR ALL OFF-SfTE MATML SOURCES COMBINATION PERK TEST ANIO DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR 10 INITIATING L.� WORK. 1qw SF SF SF SF SF SILT FENCE + BENCHMARK __jv_ TPF TPF - TPF - TPF 'TREE PROTECTION FENCING 123 - - - - - - - - - 123 - - - - - - - - - - RIDGE LINE EXIEUING LEGENIT)" =r7mr, MTUR)0" ROAD SOOT"S�KmAovn i PW (WO) 400�M k Z=ww�aa cm TOP & BOTTOM OF WALL TOP & BOTTOM OF DOCK MANHOLE RIM ELEV, PROPOSED FINISH FLOOR Nciffff, I CO M. 2m PROPOSED GRADE EXISTING CONTOUR EXISTING INDEX CONTOL PROPOSED RIDGE LINE -124 - EXISTING CONTOUR CD_� UTILITY POLE/LIGHT POLE RRr WALL RAILROAD TIE WALL - 125 - x 123.45 EXISTING SPOT ELEVATION < GUY WIRE U. G. UNDER GROUND 123.45 EXIST, TOP OF CURB ELEVATION 10 ELECTRIC METER A PARKING SPACE COUNT X re XG ;22�95 EXIIST. GUTTER ELEVA70N m GAS METER RRT WALL x TIN 123.45 EXIST. TOP OF WALL ELEVATION SIGN STONE WALL x Rw 1 �2,95 EXIST, BOTTOM OF WALL ELEVATION BOLLARD X FF 123,45 EXIST. FINISHED FLOOR ELEVATION METAL GUIDE RAIL F=9- L__F;j AREA UGHT HYDRANT wv Ef PAY PHONE N WATER VALVE Gv PAINTED ARROWS >< GAS VALVE EO.P, EDGE OF PAVEMENT GH OVERHEAD WIRES 61, GUTTER LINE G APPROX. LOC, UNDERGROUND GAS LINE UTH_rrY POLE L.SA, LANDSCAPED AREA Bu"HLER ENGINEERING C"� & CONSULTM ENGMMM CCRIPOMTE WIMI # WAWtM4?0 smvrvm OFFIM pRoarr MAXAGM Sov"WAOUBK uk &ME, w 0 AWUWW TmmK I VNVM011MMAL CIMSULTANTS punamim w STMNGI k0WnW0NK W WAWIRM LA"WAPF ARMTECTS 0 CRALFCNT, PA FORT WX # CSWOVALLEY, PA CONSTRUCTION CHECK DATE- W051094�ss2i W STREET ADDRESS 868 SUFFIELD STREET TOWN STATE AGAWAM MA COUNTY HAMPDEN NATIONAL STORE NUMBER PLAN DESCRIPTION NOTES im ivi� im IN PUNIN balm 111ME E:1 a- Z cr 9 LL C)f Ld cy- 0 fif Li ui La 0 Z Ld Ir LL, M t- Lr) Z 0 Lij LLI 0 Ld Of V) 7-D LLJ V) cy $ Ld < X CN w a- 1_� ch. Li V) z 0 (A a- Ld Lj CD V) -0 LJ L) z LLJ Ld z 0 m C-1 a- 0 ck� 0 0 0 STATUS DATE BY PRELIM�NARY PLAN CHECKED AS -BUILT D RAW N BY: SJL DATE: 05/04/09 SCALE: AS SHOWN SHEET NO. f OF 15 t t k4 26 COW. 84E MAP 1-8 BLOCK 1 A26 0000. LOT 1 .001 r IA11 N/F LANDS OF 00e d SOUTH ATE PROPERTIES, LLC e BK: 10690, PC, 177 1,, 1% \ PARCEL I A 39 7 '000e 0.01* wo PARKING FOE LANE PAIN7F& YRLO OV .100e ASPHAL r 00AA AV& T SA T141APT OF MORK CONC CUR8 PAVEMENT APPROX LOCATION OF 00, LT LINE (1rP) LIUM rLfLC 10 OE RELOCAED EXISrING SPEZED �TTILr. L.S.A. APPROXIMATE LOCA 123 6J Y (REFER TO SITE BUMP (T9R)UNDERGROUND LIT TY E, PLAN FOR NEW IN =119.0 TING LIGHT POLE TO 100* L A 77ON MEAWN BE REQUIRED TO OC -I' \1 I'll I MALL CONTROLS 1.00*0 APPROX, LOCATION OF 00000 ::�'CUREI ONC LINE (TYR) aa#arw Lwe SAWCUTILIMIT OF WORK �O_ NC 00000 U_ BOX LSA. 1� SPEAKER BOX LIGHT POLE IN APICROX LOTION 10000" TO bF RELOC40 (REFER TO SITE Ut UN/ OF WOMYK 11000, r)NG WCH WN I& �7ypj 000" PIAN FOR NEW \—ExIs 000, TO REM41N AND CONC AMT BE MENU CLEARANCE BOOM PROTECTED DURING ASPHALT CONSTRUCTION GONG CURB`wILAMP '000e PAVEMENT ASP,ALT VA EMENT L.SA <4� CONC. WALL CONC. CURB TR45H ENCLOSURE iGONG ASPHALT PAVEMENT EXISTING EDGE OF PAVEMENT'00 (TO REAMIN) SEE SPEC14L Zmoumoiv NOTE I EAYE CSC. S/Of VALI K 0, ASPH40 VEMENT PAINTED YELLOW LINES zz APMX, LOCATON OF SAWOUT LINE (TYP.) 9OLLARD EXISTING' SPEED �Tfo WHITE 404r I STORY CE(TrP-j (7rP.) 6ump (m) LINE 'MASONRY RESTAURANT" MASONRY 8010ING 1850 EXISTING CHAIN LINK f 1 PORTION OF 21 RCP (TO 8E REMOVED) MAP 17 le fENCE (TO REMAIN) (70 BE REMOYCO) BLOCK 1 LOT 8 V" �k N/F LANDS OF PANANAS REALTY, INC. BK. 14486, PC. 157 1 V A , _j P If PORRON OF GAS SERVICE y" PORTION OF ELECTRIC CXISTING SPEED A7ht T & TELEPHONE SERVICE BUMP (TBR) AREA PAVEMENT (TO BE REMOVED) fi' LIGHT POLE TO BE RELOCACO '41 PIAN fOR NEW CIO* (REFER TO 51 TE 105 CONC SIDEWALK i IS77NG CHA IN AIN LINK m FENCE (rO Rewlm) ASPHASPHALTL. SA LSA. ? h(ARKIAGS TO A� REMO VED (T YP A -POR770N OF 21' RCP Ir CONAWP A (TOR "I J (r WN) PORTION OF ELECTRIC VF8 ',<RfA TELEPHW SERVICE THE FOLLOWING STATES REQUIRE NOTIFICATION 13Y EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARiNG TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (KAh Mt, NH, Ri, vr i -W8-344-7233) (CT 1-800 4J22-4455) (NY 1-800-962-7962) IIMMI TO REA WN) 'ID SA APPROX LOCA77ON OF LIMIT OF do ( a"'_� I VDONALD�;* 2b. WORK LINE (TYA) nNG LIGHT POLE TO N REMAIN, BE REQUIRED TO TO REMAIN I "_�AIWN OF GAS SER14CE EXIStING CONCRETE CURF MALL CONTROLS () (70 REMAIN) DwaWfAn"W Lam- 11 ASPHALT *r1 CURB Ii 0 CRASS\ 14 ASPHALT L.SA ARO WFT ORNEWA Y ASPHALT _2II ACUR S*& T CU 0 1 1 1 GRASS METAL GM T CURB AppRax To-cA mWo-F SAWCUTILART OF )VORK LINE (w) ( IN FEET ) I inch = 20 It — — — —w ,f81-\ / / W, 4- ASP94LT CM APPROX. LOCATION OF ID SIGN TO REMAIN AND A 9DW r CURS 9A I` OF A2RK sill BE PROAFC70 OURING - --- - - SOLID Wrfllr &C LINE r (CONSTRUCUON w- 01 WN - -- - - - - L N OF APPROX LOCATION OF SAw MmuLmw DOU&f YELLOW LINE - - - - - - - - - - - - (ASPHALT ROADWAY) _w - - - - - - - - - - - - - - - - - D W w - - - - - W_ G w W_ w- w- SOLO WHITE LINE /-UP 180 w olcam I w CRASS AREA ASP TCLIR SPECIAL DEMOLITION NOTES G&SS AR& ACaUAI 7' WAI 1� I 0F2 ri R IN a I L�s E I SK668, smy w Is 0 PMEMI, 352 TURWKE ROAD SOUTHBOROUGH, MA 01772 PH: (SM) 4804M FX; (WO) 480-M www.ButilKEnginadrig.com m.05"UHLEX E N G I N E E R I N 0 CONSTRUCTION CHECK DATE j CtM & CONSULTING ENG24EERS CORPORATE OFFIM. # WARREJ41NI SCRvivams OFFICER PRORIer MANA� 6&JnG0ACU3H. W + 90M, M MAAWIW + TOW?4 w ZNVIRONMINTAL (MST)LTANTS Puomc NY # 81MIN0, VA R&AMMUSK NY 0 WAPNNrml VA CRIAPOW PA 0 CONSTRUCTION CHECK DATE tl LANDSCAM ARCWnM Fow kAvamQ"' 09MVAU" PA AD , 1LC),W051094 PROJECT No: .IMINARY -" .0 FOR CONSTRUCTION I W051094ss2.dwg n I i T4 UrAr "A. tv DRAINAGE SitEms SHALL BE CONSTRUCTED AS "IRED 21 CONTRACTOR IS RESPONSIBLE FOR PHASING PROJECT SUCH THAT DOSTING STORE RMNS OPEA� DURING WWRU6tiOI4 OF tk PROPOSED STORE, CONTRACTOR SHALL Bt PREPARED TO COORDINATE EFFORTS WITH BOTH TVH CITY �MD PROPERTY OWNtk EXISTINGSTORE CLOSING WE WILL BE COORIJINAIIED WITH tbNTRACTOR AND M�66NALb . .. ...... . . STREET ADDRESS 868 SUFFIELD STREET TOWN STATE AGAWAM MA COUNTY HAM'DEN R NATIONAL STORE NUMBER PLAN DESCRIPTION 00 1 A m V) z z V) L> z 3: 0 0 V) Cn Lu V) Q) 0) 0 (7) LLr: u) CO 0 w w _j < :D 0 a_ 0- Lu (A < af 7D z 0 V) 0 U1 (j -3 2 Z 0 r< E, 5 uj Of z a uj 0 Or Z 0 z 0 STATU S DATE BY PRELIMINARY PLAN CHECKED AS —BUILT DRAWN BY: SJL CHECKED BY: JAK DATE- 05/04/09 SCALE: AS SHOWN SHEET NO. 11*v OF 15 MAP 17 BLOCK I LOT 8 N/F LANDS OF PA AS REALTY, INC, BK. 14486, PG, 157 ( IN FEET ) I inch = 20 ft. THE FOLLOWING STATES REQUIRE WMATION ST EXCAvAlm, DEWNERS, OR ANY PERSON PREPARING TO OISTURS THE EARTHS SURFACE ANYWHERE IN THE STATE. (Mk ME, NH,, RL VTI_W5_3"_7233) (Ct 1-800_ 922-4455) (W I—OW-962-7952) 0 PAI YELLOW LINE PROPOSED LIMIT OF F PAVEMENT OVERLAY Cow clie J 10'R => CONC. WALK EA VE ZONING ANALYSIS TABLE ZONING DISTINCT: INDUSTRIAL 8 (RESTAURANT PERMITTED) (DIRNE ihRU SY SPEGAL PERW FROM IHIE ZONING 80AR0 OF APPEALS) ZONE CRITERIA REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 43,560 SF 527.480f SF UNCHANGED MINIMUM FRONTAGE I OD' 810.5't (SUFFIELD ST.) UNCHANGED 569.7± (SILVER St) UNCHANGED MINIMUM FRONT SETBACK 75' 1401 (OAS STATION) UNCHANGED 52.2'f (McDONALD'S) 76.4' (McDONALD'S) MINIMUM SIDE SMACK 25, 28.0i (SHOPPING CENTER) UNCHANGED 202.6'(McDONALD'S) 1: 28.0' (MCDONALD'S) MINIMUM REAR SETBACK 25, 47l'i (SHOP. CENTER) UNCHANGED 282.7'± (McDONALD'S) 361.5' (McDONALD'S) MAXIMUM BUILDING HEIGHT 40' UNKNOWN (SW. CENTER) UNCHANGED UNKNOWN (McDONALD'S) 21'-4- (MCDONALD-S) MINIMUM OPEN SPACE N/A 154 16,6% PARKING SPACES NOT SPECIFIED 555 520 � 1 50 MIN, (1) 42 (McDONALD'S) 33 McDOI 33 (McDONALD'S) 0 0 > --- LLJ 0 z V) Ld LJJ LJ o LJ C) (1) AT LEAST 50 PARKING STALLS ARE REQUIRED FOR DRIVE THRU USES, AND WILL BE PROVIDED WITHIN THE w F- McDONALD'S PARKING AREA AND WITHIN THE "SOUTHGATE PLAZA" SHARED PARKING. inry V) Z MINIMUM PARKING DIMENSION = 9'Xlg' o 0 < QPN .-UP 9 CALCULATIQN�S; TOTAL LOT AREA-- 527,480 SF 0 0 EXISTING OPEN SPACE- 80,850 SF 527,480 SF 0.154 = 15.59 LLJ - I 1�_l EXISTING OPEN SPACE= 87,360 SF 527,480 SF DA66 = 1616% Ln 00 PAWING WITHIN OVERLAY AREA m 'SMALL HE RESTRIPED TO B PAVEMENT :0 EXISTING MARKING LEGEND TO REMAIN N/F SYLL SINGLE YELLOW SOLID LINE TE SWSL SINGLE WHITE SOLID LINE BK. 10 BLUE 8ACKGROUND WHITE LETTERING ASPHAI f CURB (APMLT ROADWAY) PAVEMENT STRIPINCr LEqEND SYSL SINGLE YELLOW SOLID LINE SWSL SINGLE WHITE SOLID LINE I N 0 1 IE F_ A u 90 rTM&C0MULTWGENMMM CORPORATE OFFICS WAMN, NJ OFFUM&I 362TURNPIKEROA S0UTH5OR0IJGtTMA;IllTr2 W,* Ptt (598) 4804M MMONMENI 0WOULTANTS =w �=w WWW�6&h]NE�*mving.com LANDSCAPE AkUMC" iFL + CEqmRvaLrky,fA _��PPON NECK WE wo wtv, E PROjECT No' 'CAD LD� 1: mIgnols 0 zl:alma W051094 W051 0�54ss2�dwg /L,F. GALVANIZED CHANNEL POST )BADE 0" If =9113 010 O�NLY' SIGN NOT td SME STREET ADDRESS 868 SUFFIELD STREET TOWN STATE AGAWAM MA COUNTY HAMPDEN NATIONAL STORE NUMBER PLAN DESCRIPTION SITE PLAN (N Z Z 0 Z III 10 0 Li-i u , Co G 0 1— 0 z N IL af < 0 LLJ LJ LLJ 0 U`oz) Lq 0 Ca CL V) LLJ Do LLJ Z _j < :r 0 V) Z 0 z < V) Ln V) LL 0 < LLJ I— < LLJ V) cc J Lli LL cy- 0 C"I ry 0- a- I, I V) < z z 0 F-: 0- UJ LJ UJ F- 0 V) Ld Z uj < z 0 CL UJI 0 Of u 0 w Q 0 STATUS DATE By PRELIMINARY PLAN CHECKED AS —BUILT DRAWN BY: SJL CHECKED BY: JAIL DATE: 05/04/09 SCALE: AS SHOWN SHEET NO. C= OF 15 126,64 Ime oamAnov tw GRAPHIC SCALE F ( IN FEET ) I inch = 20 ft. k. THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS. DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EAWS SURFACE ANYWHERE IN THE STATE. (ko, MC, NH, RI, VT 1-888-344-7233) w r 1-800-922-4455) t-ISDID-962-7982) ,2545 TC -J�w G APPROX. LOCATION T Or WORK 1 ��o jmrv�uilufnsi vr "vnr% un 1— 1 SPECIAL D"'EMOLITION NOTES .97 124,99 176.6 FIRE LANE IC 1 26�42 G 126�14 0 I _126— APPROX. LOCATION VF UNRI Uf WORK jj7 7 7f TC=126.55 B =126.05 IC Y_ Y, APPROX. LOCATION OF SAWCUT LINE (TYP,) 1-25—,551 Ilwous MENT 5 ,/-Tc G 125, I — -ow- — — — www#� COW WALK if 126-l' 126.60 126.54 PARKING WITHIN OVERLAY AREA SHALL BE RESTRIPED TO MATCH EXISTING 1 —124 ,p,07 17 ,03 124 00 124-01 4 ic 0 1 APPROX. LOCADON OF LIMIT OF WORK LINE (TYP.) k-U) V) z z 0 0 0 z rK LLI z z 0 D LLJ 0 0 < U MEN 0 Li V) D CY I 0d� _j Li 0 z CL CL < Lu W z CL W LU 0 _j z W ir z uj LLJ Z Ld 0 (L w 0 0 t x 0 STATUS DATE BY PRELIMINARY STREET ADDRESS PLAN CHECKED 868 SUFFIELD STREET AS —BUILT TOWN STATE DRAWN BY: SJL SAGAM MA CHECKED BY; JAK COUNTY DATE: 05/04/09 HAMPDEN SCALE: --- - - AS SHOWN NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. GRADING PLAN f^.AC=f Oka 10) 1%mor OF 15 IN(IN)z11Ri 1tv (IN)=111I.14 Y (OBI (OW TO CONNECT TO EXISTING CONTRACTOR 91ALL COM PIPE" E THE FOLLOVANG STATES REOUIRE NOTIFICATION BY EXCAVATORS: DESIGNERS, OR ANY PERSON PREPARING TO DtSTURS THE EARtWS SURFACE ANYWHERE IN THE STATE. Nk MCi NH. RI. VF I-BH8-344-7233j (CT 1-8DD-922-4t55) (NY t-aW-962-7962).. DDJWAnm Lw ( IN FEET ) 1 inch = 20 tt: �APPROX. LOCA _N MERL COVER (CIO) -- TOP OF C0VER=124.85 RELOCATED 10000 LIGHT POLE ,- 10 e d� .i` .r', SIN � RIM=1,24.68 INV=121.J(8) REPLACE EXISTING CS FRAME AND ORATE WITH FRAME AND COVER` (EXISTING PIPE OUTLET TO RE CAPPED) PROP =L TRIO INV=l19.0; PROP, INV OUT=119.0 m v APPROX. LOCATION OF SAWCUTjI Urr OF WORK LINE' (TrP,) ., Ole AOMM. OF LIMIT OF WORK LINE (TVP.) "mac, SHALL at ICRETE PER ENTS APPRO. LOCATION OF SAWCUT LINE (TYP.) MBOHLER s> � EN 0 1 N E E R I N iwlm&CORPORATEOFFM suitvEyoRs �, 352TiRWKEROhO tuECi A%rA Exs ♦ s , Im SOUTHBOROWH'MAOM * A Tovmm W PH: (508) Fx:( �]Vy�p,4iT BUMAL:CICI UL IFAN't � �6l ��n w OVA www.13bhlwEngIrKWnQAom LAMSCAPE ARCmTEc.O • +PA �' FDRTYAt tE, R.. t cauAuer, PA A r¢.'u' :n10'i eiio .ira`o o n. t r .ww +uaw*:e .� 0 X. LOCATION OF LIMIT OF LIME (T1'P,) C`8 80 z Ira GR= 12.E JNY=1201 APPROX. tC)L; Of U. 8" WATER ,gyp RI-F. /s (NOT rQ9 V[RIFIED` - SEE IVOTF j,I 8 w— -- CONSTRUCTION CHECK DATE CONSTRUCTION CHECK DATE PROJECT No CAD 9,D #, W051094 W051094ss2,dwg T 0 0 cta > Ld z rK C) c Q 1 z 0 w � ry cn Q c; I w cy Li LLJ Cy z w d 0 3 w 0 x G A 0 x 0 o 0 STATUS' DATE BY PRELIMINARY — — STREET ADDRESS PLAN CHECKED — 88 SUFFIELD STREET AS -BUILT � - TOWN STATE DRAWN BY. SJ +l;il AGAWAM MA CHECKED BY JA, COUNTY DATE: O /04/0 � AMPdEN SCALE, AS SHOWN INEER NATIONAL STORE NIJMBE'R PLAN DESCRIPTION` SHEET NO, No, 41530 co °ND. 26177 UTILITY & DRAINAGE PLAN OF 15 s DaWA&W LW Or , IN FEET ) 1 inch = 20 ft. THE FOLLOWING STATES PMUIRE NOTWCAMN BY EXCAVATORS, IG,NERS. OR ANY PEMN PREPAMNG TO DISTURB THE EARlFS SURFACE ANYINKRE IN THE STATE. (MA, ME, NH, RI, yr 1 --344-7233) (CT 1--922-4455) lool Ile PROTECT CATCH BASIN WITH INLET r FILTER FABRIC (TV.) J+° Ile .00 IO APPROX. LOCATIflid Of LIMIT OF WORK LINE �+ 4 AP II. LOCATION OF ' AWCIIT LINE (TYP.) I I j X \ APPROX. LOCATION OF EMIT OF WORK LINE (TYP.) :CII TATIAi/ BAYlflI[6 s ■; j 7PROTECT CATCH BASS WITH INLET FILTER' FABRIC (TYP.) i 1� V) z c> 0 cis uLd :7 c1r) III uJ s. c z z GO ui w UJ t1 Ly z z CI Q t~L w ce D ® Q LE J W w C. ly T STATU S DATE BY PRELIMINARY" - - STREET ADDRESS PLAN CHECKED 8 SUFFIEL STREET A` -BUILT TOWN STATE DRAWN Y SJL AGAWAM MA CHECKED BY; JA{ COUNTY DATE: 0 ,/ ,/0 HAE SCALE: AS SHOWN NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. EROSION AND SEDIMENT o C�C�TROI� PLAN OF 1 RE -BAR, STEEL PICKETS OR 2""K2" —I EROSION & SEDIMENT CONTROL NOTES STAKES 1 1/" TO 2" IN GROUND,' INSTALLATION DRIVE STAKES FLUSH WITH BALES 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL AS SET FORTH IN THE:. *EROSION AND SEDIMENT CONTROL FLAN 1: EXCAVATE A Ea"x " TRENCH ALONG THE LINE OF 4. .LAY THE. TOE -IN FLAP OF THE FABRIC ONTO PUBLISHED BY THE U,S,DA, SOIL CONSERVATION SERVICE,-STORRS, CONNECTICUT, 1972, AS AMENDED. EROSION CONTROL OF THE SITE. THE UNDISTURBED BOTTOM OF THE TRENCH, 2. THOSE . UNROLL SILTATION FENCE AND POSITION THE BACKFILL THE TRENCH AND TAMP THE SOIL, SE UNDERGOING CONSTRUCTION WILL -.- ACTUAL RL1C (ON LL BE LEFT IN AN UNTREATED R `NACCOMPLISHEDBY E TED iT U VEGETATED CONDITION FOR A MINIMUM T#Id TO IIV CAN ALSO BE ANGLE FIRST STAKE TOWARD .� TOE -IN ' T WALL POSTS AGAINST THE BACK (DOWNSTREAM) L ARE AS SHALL PERMANENTLY T , } L BE ERMAN Y STABILIZED WITH 1 EN L S IZ IN 5 DAYS OF FIN' G IN AN AL RAD G D TEMPORARILY STABILIZED 'WHTI#N 3(l IZ DAYS OF INITIAL N UNDISTURBED GROUND �. LAYING FABRIC FLAP {� U PREVIOUSLY LAID BALE' w 6 WAY F M F W TRECTION `; R D F H R -N H T SIDE A O LO DISTURBANCE OF THE SOIL, IF THE DISTURBANCE IS WITHIN 100 FEETOF A STREAM OR POND, � O T E T E C { E E O DF THE AREA SHALL BE STABILIZED WITHIN 7 a�.�,. , 4 � I' TAMP- LNG FILL AT THE BASE. DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). } y * . DRIVE THE POST INTO THE GROUND UNTIL THE AND. PILING FLOW, r . s NETTING IS LAYING ACROSS THE TRENCH BOTTOM. 3. SEDIMENT F , BARRIERS (SILT :FENCE, ICY BARRIERS, ETC.j SHOULD BE INSTALLED PRIOR TO ANY SOIL.. DISTURBANCE OF THE CONTRIBUTING *� i. DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 157. AFTER OCTOBER AST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8fi. BOUND BALES PLACED �� +�� x� �x �b'& WOOD OR PLASTIC SLAT STAPLED 1-� , x 14 POST 4. INSTALL SILT FENCE AT TD" OF SLOPE TO FILTER SI T F RUNOFF, NTOUR THROUGH FABRIC TO POST L LO EL FROM RUNG • SEE SILT FENCE DETAIL FOR PROPER INSTALLATION, SILT FENCE �` FABRIC WILL REMAIN IN ,PLACE PER NOTE 5; POST Z as 0 5, ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/DR REPAIRED EVERY T DAYS AND IMMEDIATELY FOLLOWING ANY FILTER FABRIC 1- V) DETAIL OF POST ATTACHMENT 0 > SIGNIFICANT RAINFALL OR NOW MELT OR WHEN NO LONGER SERVICEABLE DUE: TO SEDIMENT ACCUMULATION OR DECdMPOSURE, SEDIMENT � .-.. DEPOSITS SHOULDAFTER I- INSTALLATION) Li.! BE REMOVED ER C STORM €. TIC MUST I TA T O EACH 'EY S BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 4N F PR` ASSEI�9BLE0 PRIOR I CD N LLA E HALF -, } DRAINAGE AREA NO MORE THANK 1/4 AC. PER 1OLI FEET OF STRAW BALE -DIKE FOR _ SLAT POST � THE T OF THE R. SEDIMENT CONTROL D L, REMAIN IN 'PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL SLOPES LESS THAN 25 SLAT POST UPSLOPE ARE STABILIZED BY TURF. NOTES: � SILT FENCE � 1i, NO SLOPES EITHER PERMANENT OR HA T PE , SHALL BE STEEPER TWO TO ONE `(2.1) 1. BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE CONTOUR FILTER { ' iID) FABRIC ° AND IN A ROW WITH ENDS' TIGHTLY ABUTTING THE ADJACENT BALES, BACKFILL T If FINAL G OF THE DISTURBEDIS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMP MULCH BACKFILL (DORMANT S Y ATTEMPTED A TT SEEDING MAY D A E TE S WE TO PROTECT THE ,� Y 1 c WELL) E SITE AND DELAY SEEDING UNTIL. THE NEXT RECOMMENDED SEEDING' Z. EACH BALE SHALL BE (LACED SO THE BINDINGS ARE HORIZONTAL: z ^ '� PERIOD. FLOW a 5 SHALL BE Y H IN PLACE BY EITHER TWO? STAKES , t� 8. TEMPORARY SEEDING AR S THAT V NOT F BALE SECURELY ANCHORED LAC EED NG OF EA HA E 0 BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING MOST TO PROTECT FROM SPRING RUNOFF PROBLEMS. OR RE -BARS DRIVEN THROUGH THE BALE... THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO h' 0 WN' (n 0 0 LAP 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED' ONTO OPEN AREAS. FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE tY t!O BALE. NATIVE SOIL d Z fO REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL: BE GRADED SMOOTHED AND PREPARED FOR FINAL SEEDING AS FOLLOWS: S4. INSPECTION SHALL BE FREQUENT AND REPAIR' REPLACEMENT SHALL BE PROMPTLY AS NEEDED; TOE --IN METHOD O LY �� ... C37 CD 10.1: FOUR INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO UNIFORM SURFACE: BACKFILL Ca 41. 41. ,..... _... `. 10v2. APPLY LIMESTONE AItD FERTILIZER ACCORDING TO SOIL TEST, IF SOIL TESTING IS FEASIBLE ON SMALL OR VARIABLE SITES, OR E. BALES SHALL E REMOVED WHEN THEY HAVE SERVEDTHEIRUSEFULNESS PERSPECTIVE OF F'ENCE .>') 00 WHERE TIMING 6 CRITICAL„ FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 10-20--M Uri WMALCINT, AFF T GRAND U S t (NUIVAL:Aas lU qua. UPL P i'LUS mNtb4um cIx ET Al A RATE CIF 3�a TONS PER ACRE (138 L6 PER1 SFj, 10.1 FOLLOWING SEED BEE} PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, FENCE 5 REDTOP, AND 48 TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF' MIXTURE OF 447. KENTUCKY'STRAW BALE DETAIL � SILTATION Lli BLUE --GRASS, 447o CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1,03 LOS PER 1,000 SF LAWN OUIIJTY N NOT TO SCALE SOD MAY E SUBSTITUTED FOR SEED, 10.4, HAY MULCH AT THE RATE OF 0-90 LIES PER 1,000 SF. A HYDRO -APPLICATION OF WOOD OR 'PAPER FIBER SHALL BE APPLIED FOLLOWING IN A H R RM P' WILL U HAY OLEO G SEEDING. SUITABLE BINDER SUCH AS CURASOL O B PLUS LL BE USED ON MULCH FOR WIND CONTROL, 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED, 12, WETLANDS WILL BE PROTECTED W/HAYBALES AND/OR SILT FENCE INSTALLED AT THE EDGE OF ME WETLAND OR THE BOUNDARY OF AREA OF SITE CONSTRUCTION WETLAND DISTURBANCE. 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW Of NOT MORE THAN 7 DAYS::: ... ..... AREA WITHIN PROTECTION! ZONE/TREE 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING 1Y WORKED,DRIP LINE FENCE TO FOLLOW TREE DRIP LINE OR 6 FROM TRUNK, MULCH WHICHEVER IS GREATER SECURE LOCATION T ` 1fl F 4" WOOD We WIRE SNOW FENCE PROTECT AREA STRAW OR HAY 100 POUNDS WITH STEEL STAKES 18" O.0 . "MIRAFI 1 COX" I-9 r r-ft- WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS PLAN Li z STRAW OR HAY (ANCHORED)- 100 POUNDS FILTER FABRIC 0 WOOD & WIRE SNOW FENCE USED AS CHICKEN WIRE uo MODERATE TO HIGH JUTE MESH OR EXCELSIOR MITT AS REQUIRED TREE GUARD TO PREVENT DAMAGE -� SUPPORT Q VELOCITY AREAS OR STEEP SLOPES FROM CONSTRUCTION EQUIPMENT `�Ln IQI- GREATER THAN 3:1 TREE DRIP LINE/TREE PROTECTION ZONE° / '� BACKFILL AFTER cn I GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) • AREA WITHIN TREE. PROTECTION f INSTALLATION OF a uj X 0)ZONE TO REMAIN UNDISTURBED INLET FABRIC' * A HYDRO-APPUCATION OF WOAD, OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING, A SUITABLE BINDER SUCH AS CURASOL OR "RMEI F- DURING CONSTRUCTION 0 w PLUS SHALL BE USED ON HAY MULCH FOR WIND CONTROLI m �5 "I co Cl 4' WOOD &WIRE SNOW FENCE u MULCH ANCHORING WITH STEEL STAKES 18` D.C. 1, CONTRACTOR IS TO CLEAN INLET U- ANOHO EMIr,>AI. TACMULCH K (AS PERPEG DTWINE U UFAC1 YD/BLOC IAJLGH NETTING OF (AS PER A SERRATED STRAIGHT DISK NG FOR SMALL AOW CELLULOSE FIBERREAS AND750 / RE)f FILTER AFTER EVERY STORM DITCHES MAY BE PERMITTED. _ O7 ELEiYATICII 2. CONTRACTOR TO REMOVE FABRIC CO AND MESH JUST PRIOR TO PAVING, U I TRE1: WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15; �" 2. WINTER. EXCAVATION AND EARTHWORK SHALL BE 'DONE SUCH THAT NO MORE THAN I ACRE OF THE :SITE IS WITHOUT STA81UitaT10N AT ANYSITE CONSTRUCTION NOT TO SCALE Li � p ONE TIME, ct NOT TO SCALE 3. EXPOSED AREA SHOULD BE LIMITED TO THAT CAN BE MULCHED IN ON AY PRIOR T N EVENT. 0 Li E O O O ANY S OW _VE 4, CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AEA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN fTEM SEE CHART 1 PUBLIC _ 2 ABOVE. R.O•W; 5: AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR VAY EXISTING CL AT A RATE OF 100 LB, PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY GROUND z ANCHORED BY AN APPROVED ANCHORING TECHNIQUE, 1:3 MAXIMUM SLOPE - G:EWER THE DATES OF OCTOBER 15`AND APRIL 1S1 LOAM OR SEEK WILL NOT IJ, O BE REQUIRED, DURING PERIODS OF ABOVE FREEZING se7 ` TEMPERATURES THE SLOPES' L BE DINE C ED AND 17 PROTECTED WITH MULCH OR TEMPORARILY CEDED AND MULCHED UNTIL �, � ,�°" - .. ; ,. SUCH TIME AS THEFINAL T CAN BE APPLIED. If TH .�' .� . ,.� ; TREATMENT LIE E DATE IS ERN 1ST AND IF THE EXPOSED BEEN LOAMED, FOOLED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF'200 - 300% HIGHER THAN SPECIFIED M - FOR PERMANENT SEED AND THEN MULCHED, IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SHALL BE i I CONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION Of MULCH. 0 . t a 1` Lam+ SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS TREATED IN 2- CLEAN STONEPROVIDE APPROPRIATE • , . � - 4.1 .., , . �., THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TRANSITION BETWEEN( rr' �- TREATMENT„ EROSION SHAD: BE CONTROLLED BY THE INSTALLATION OF BALES OF HAY OR STONE CHECK DAMS IN ACCORDANCE WITH THE STABILIZED CONSTRUCTION STANDARD DETAILS, T?R I ENTRANCE AND PUBLIC R.O.W.,. 7: MULCHING RETJUIREMENTSI SEE CHART 1 w 7.1, BETWEEN THE DATES :OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE MULCH NETTING OR y .. .... ...:. WOOD CELLULOSE FIBER, 7.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED 25`R CONSTRUCT SILT FENCE AND HAYBALES' AROUND PERIMETER OF STOCKPILE TO DIRECT WINDS AND FOR ALL: OTHER SLOPES GREATER THAN 8%, 7Z CH NETTING SHAI.L BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTOBER 1ST THE SAME' APPLIES FOR ALL; SLOPES GREATER THAN ,PUBLIC" j LLJ RIGHT TEM.L 1 ,Lr DETAIL I� 8. AFTER NOVEMBER 1ST THE CONTRACTOR $ APPLY DORMANT SEW OR MULCH AND ANCHORING ON ALL BARE EARTH AT THE END OF - EACH WORKING DAY: EXISTING WAY NOT TO SCALE 0Ld GROUND 1.1 9: DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT, � t1* � 10. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST 0C � PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. fY CL 0 0-co 11. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED ,UNTIL SUCH TIME AS THEY ARE REMOVED: CONSTRUE O SE 25 F Tk11 FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED: -INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE/E4T (AS SHOWN) -INSTALLATION Of EROSION CONTROL BARRIER (WA ES AND SILT FENCE) (AS SHOWN) PERCENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED -INSTALLATION OF ME PROTECTION IN STREET (ASS ) COARSE GRAINED SOILS FINE DRAINED SOILS + -ONOLMON OF EXISTING SITE STRUCTURES (SEE DEMOLITION ) O TO 50 FT 100 FT mi TO % -DEMOLITION OF EXISTING SITE PAVEMENT AND AMENIITIES (SEE DEMOLITION PLAN) ? 5 RA FT AOOFT � z � z ENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1 0- 0 -CLEARING AND GRUBBING (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. -EARTHWORK AND EXCAVATION/FILLING AS NECESSARY HAT 11 STATUS DATE BY. -STABALIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDINDPRELIMINARY -CONSTRUCTION OF UTILITIESSTABILIZEDJtVCTIENT STREET ADDRESS PLAN CHECKED �- N INSTALLATION OF INLET PROTECTION ON ON -SITE UTILITIES (AS SHOWN)' 868 SUFFIELD STREET AS —BUILT -- -CONSTRUCTION OF BUILDING E---- � -CONSTRUCTION OF ALL CURBING AND LANDSCAPE IS AS INDICTED FIN THE B0-NHLExTOWN STATE DRAWN B: ,� SPREAD TOPSOIL ON SLOPEDSEED AND MULCH LER t t y Al CHECKED is UAL ; G I E E` I N G CONSTRUCTION CHECK DATE -FINAL GRADING OF ALL SLOPED ARDS CrM.& COMULMr. ENGDaMM CORPMTE OFFICE StRvEyam WAXIMNW COUNTY DATE: 0 / 04/0 WPM e T CADMIC COMPLETED. FERTILIZE, 3W TURaIPIKE ROAD . PLACE 4 TOPSOIL ON SLOPES --AFTER FINAL F # L D R NO C £ LZE, SEED, AND MULCH SEE:. MIXTURE TO BE INSTALLED REQUIRED, strUTHeoRoudH,MAtitT � K TOMOR VD ,m At�un;Plv 4 POI: TWO) � s o ALCM TA .n 4,w + mvA � i�A P E SCALE: A SHOWN Fx: (Mg) ♦ pm"N�c+a►%rr 4 WA sMW VA 4 REMOVAL OF THE TEMPO SEDIMENT BASINS a rr,PA a �,,. ,g CONSTRUCTION N CHECK (DATE www ®ohleaEnpinAeiryp.cxm LANDSCAM ARRCMUCIS ♦ COM VAUSY, PA FL -PAVE PALING LOT` EER NATIONAL STORE NUMBER PLAN DESCRIPTkCIN SHEET NO. MAS o. 41530 -LANDSCAPING PER LANDSCAPING PLAN' jM I l PROTECT No. CA(D I.D. # Ct}NNE I - �. ��,77' EROSION AND SEDIMENT W051 O s' ,dw, VJ051094 � � "� REMOVE EROSION CONTROLS A " R CONTROL �y,�+, NOTES S OLS S DISTURBED AREAS :BECOME STABILIZED TO ?O� STABUZATION OR GREATER;: i�+aT �rl� IJ�E� FCC? CONSTRUCTION 9 CONTI�O�. DETAILS NOTES OF 1 0 PROPOSED 4" DOUBI SHREDDED HARDWOC MULCH BED (TYP I i PROPOSED 4" DOUBLE- \ SHREDDED HARDWOOD MULCH BED (TYP) P. r PROPOSED SODDED o LAWN OVER 6" OF NEW TOPSOIL (TYP.) 14 JCPC r PROPOSED 4 DOUBLE SHREDDED HARDWOOD13 HSD (15° BED MULCH m -TYP ® (. II C.C. ) t 5 PFA WF4 XUA W 11lA UNC Lj 7 ICC` . \ 7 ran d — 23 HSC() :� , a 5" �, „ a 9 PFA - Q,I 2 PP` \ ' ,. ,, i PROPOSED °SODDED \ LAWN OVER V OF o�mVNEW TOPSOIL (TYP.) WF4 9,RFJM PROPOSED 4" DOUBLE \ SHREDDED HARDWOOD \ 7 TH MULCH BED (TYP.) 3 PP PROPOSED 4" DOUBLE' oa.\ 2 VD SHREDDED' HARDWOOD p '\ MULCH BED (TYP.) ° °\ '\ 1 VC 3 CS e6O',k� \ �WF5 3 VC +\ 1 VCNJ Ae 2 CS "p F 1 VC 3 CS 3 VC I AC 3 Cs PROPOSED HYQROSEm \ 1_TH LAWN WITHIN DISTURBED \ 5 VC 3 IGS 3 IGS S IGS 2 VD AREAS ONLY \� 1 TH 1 TH PROPOSED r DOUBLE \ PROPOSED' 1 VC SHREODED HARDWOOD 17 JHBH \ HYDROSEED LAWN' MULCH BED (TYP.)vc �- j1 4 L If PROPOSED 4" OOUBLE SHREDDED HARDWOOD r MULCH BED (TYP.); • q 1 � r r Laia s \ \XWF%. c si r i� �� s rf �� 5 .• 1:. s } t r 1 , PROPOSED SODDED 1 '\ LAWN OVER 6" OF 1 GTIS r 1 1 NEW TOPSOIL (TYP.) 1 WF8 WF9 . ,�¢rvERnpv LAYS PROPOSED •�'' HYDROSEED LAWN WF1,2 �1 GRAPHIC SCALE' 2 ( IN FEET ) 1 inch = 20 ft. THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS,. DESIGNERS, OR ANY PERSON PREPPRINO TO DISTURB THE EARN'S SURFACE ANYWHERE IN THE STATE. (Alb, ME. NH, RI.. VT 1-88B-344-7233). (CT 1-800-422-4455) (NY 1-800-962-7962) nim HYDROSEED LAWN wV' OTIS `J PROPOSED HYDROSEED LAWN U 4Hug �I�m �LJ��f��J VgLJ I aL,J\]D@@LzpC pump@@[ D @RII o' K IDf d i pR aLr,l\]voz@ 1plg@aPOCDLrAvo@a@ GTIS 0 GTIS 6 SBG PROPOSED 4" DOUBLE SHREDDED HARDWOOD MULCH ©co (TYP.).. PROPOSED- HYDROSEED LAWN 0 10 TH 5 LANDSCAPE SCHEDULE -7 J In < V].`. )' Q BOTANICAL NAME CDMMON NAME SIZE REMARKS SHADE TREE- GTIS 4 GLEDITSIA TRIACANTHOS VAR. INTERMIS 'SHADEMASTEW SHADEMASTER ;HONEYLOCUST 2 1/2-3" CAI. B+B ZS 2 ZELKOVA SERRATA 'GREEN VASE' GREEN VASE ZELKOVA 2 1/2-3" CAL B+B 6` ORNAMENTAL AC TREE 2 AMELANCHIER CANADENSIS' MULTI STEM SHADBL.OW SERVICEBERRY 8-10'' B+B EYERGREEN PP TREE- 5 PICEA PUNGENS COLORADO SPRUCE: 64 B+B V) EVERGREEN CONC. WALK ICC SHRUB' 7 , ILEX CRENATA ' COMPACTA COMPACT JAPANESE HOLLY 24-30 " #3 CAN O O EAVEy--mee 1GS 6 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30" 15 CAN � cn '�-- JCPC 14 JUNIPERUS CHINENSIS 'PFITZERIANA COMPACTA' COMPACT PFITZER JUNIPER 18-24" SPRD. 13 CAN (n L> JHBH 17 JUNIPERUS HORIZONTALIS'BAR HARBOR' BAR HARBOR CREEPING JUNIPER` 15-1 8" SPRD', #3 CAN 0 ZLLJ �- RCNZ 5 RHODODENDRON CATAWBIENSE 'NOVA ZEMBLA' NOVA ZEMBLA RHODODENDRON 30-36" B+B w RPJM 4 RHODODENDRON CAROLINIANA X PJM PJM RHODODENDRON 24-30" B+B LLJ TH 27` "TAXUS MEDIA "HICKS11' HICKS YEW 30-36" B+B a TMD 21 TAXUS X MEDIA 'DENSIFORMIS' DENSIFORMIS YEW 24-30"' B+B t Z Z: SHRUB DECIDUOUS CS 12 CORNUS SERICEA (FORMERLY STOLONIFERA) RED OSIER DOGWOOD 24 B+B �U U' PFA 8 POTENTILLA FRUTICOSA 'ABBOTSWOOW ABBOTSWOOD CINQUEFOIL 18-24" 13 CAN W PFG 8 POTENTILLA FRUTICOSA GOLDFINGER GOLDFINGER BUSH CINQUEFOIL 18-24 #3 CAN SBG 27 SPIREA X BUMALDA 'GOLDFLAME' GOLD FLAME SPIREA 15-18'1, #3 CAN; � VC 15 VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY 30-36 #5 CAN Q Z U VD' 7 VIBURNUM DENTATUM' ARROWWO00 VIBURNUM 34 B+B 78 d tlNIBL U Hm 36 HEMEROCALLIS 'STELLA D'ORO' STELLA D'ORD DAYLILY 1 GAL,: CONTAINER NOTE. IF ANY DISCREPANCIES OCCUR BETWEEN AMOUNTS SHOWN IN THE PLAN ANU THE PLANT L15T, THE PLAN SHALL DICTATE. a CD � r- Cq 0 r FENGsNxIZINGE MBOHLERMT N G I N E E R I N G CONSTRUCTION CHECK DATE ' CTVM&CONSOE.TTIOENGINEERS CORPORATE OFFICE:- SURVEYORS WARREN,NJ OFFICES y 352TURNPIKE ROAD pBOJl'CT M'eNACEE!&. 0 so m$omwK VA 4 BOWE, WD 4 SOUTHBOROUGH. MA 017Tl ♦ AtBANY, W 0 MWSCIA NO PH: (SDB)4804M FX: (MB) 4BEFBOBO £NVE3t0N6EENTAL'CUNSULT'ANTL4 4 PWtt WSE,W ♦ STERLWB,VA O RONKON ul& }A' ♦ WARMWON, VA • CONSTRUCTION CHECK DATE www.8ohl@fEnjjirwwing-mm LAM WAPE AACMnM 0 CwIMW,, PA FORTLAtmow4LE, FL ♦. fEN11:RVAIJAY, PA' �MASSAC PRELIMINARY PROJECT No: CAD I.D. �: CONNECTICUT L C NSI w NOT TO BE USED FOR CONSTRUCTION W05 1 094 W051 D94ss z d 9 SPIECIAL LANDSCAPING NOTE. ALL PLANTING MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC' WAY ABUTTING THE PARCEL AND INCLUDING THE TREEBELT'SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONTIITION BY THE OWNER OF THE PARCEL 0 z a o O o; o u) tk LSn d a N Z O 0 w z Ld O w Ls_ CL1_' O O of O Q z CV d T Q T ~ Lobi Q a a OL Ci L� m 0 Lu O_ .Z Ln C, J Z J z z uj ua Ld Ld O V) L1J V) Q d' Ld � D D z{ Q_ — a d W z — CL Cn Q U` — IL uj r-� Uj O O z O F- ~ o a� F It W w of O C9 c1 b I� Of O 0 3 O STATUS DATE BY PRELIMINARY — — STREET ADDRESS > PLAN C'H�ECKED` - — 868 SUFFIELD` STREET` AS —BUILT TOWN STATE DRAWN BY: SJL AGAWAM MA CHECKED BY: JAK COUNTY DATE:' DS/04/09` H A M P D'E N SCALE: AS SHOWN' =R NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. 7 LANDSCAPING PLAN c� OF 15' � 4 LANDSCAPE SPECIFICATIONS 1. SCOPE OF WOM THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATiON, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS. TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR, 2. MATEMS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS, 0. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS, C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM 4' THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE L NT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED ON THIS SHEET OR ONIMLANDSCAPING PLAN. t LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 2. GOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM TflICKNESS. SOD INSTALLED ON SLDPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE D. MULCH - ALL PLANTING BEDS SHALL BE MULCHED WITH A 3� THICK LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN, E. FERTILIZER 1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 67. PHOSPHORUS AND 4% POTASSIUM BY WEIGHT, A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY, F, PLANT MATERIAL 1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK' (ANSI Z60-1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (FORMERLY THE AMERICAN N). 2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE, TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER I%' WHICH HAVE NOT orrm cumrLITILT -3�LVXD, 3MALL Or MCdr-UrD. F-LANT� 311ALL NUI M MUM) Wiltl VW]t(t UK KA Al ANY 11Mt ��Q k, TO DAMAGE THE BARK OR BREAK BRANCHES, 5. ALL PLANTS SHALL BE TYPICAL or THOR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT or GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6') ABOVE THE NATURAL GRADE FOR TRES UP TO AND INCLUDNG A FOUR INCH (4� CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6') ABOVE THE GROUND EXCEEDS FOUR INCHES (4-) IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE, 7, SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH, 8, TREES AND SHRUBS SHALL BE 14ANDLED WITH CARE BY THE ROOT BALL, 1 GEWRAL WORK PROCEDURES A CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL [ANDSCAPE CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. 8. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE DEBRIS SHALL NOT BE BURIED. INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS RELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES, THE EN71RE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT, ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMNNDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION, ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES T SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTAUTION OF ANY LANDSCAPE MATERIAL, UTILITY COMPANIES SHALL BE CONTACTED THRC� (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48� HIGH WOODEN SNOW FENCE OR ORANGE COLORED HiGH-DENISITY 'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE, POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D, AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE 6. SOIL MMFWQNa A, CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR To CONDUCTING ANY PLANTING, SOIL TESTS SHALL IFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH Or PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CON[X)CTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF E REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1, TO INCREASE A SANDY SOICS ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A FE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE AVOID MATERIAL WITH A PH HIGHER THAN 7.5, 2. TO INCREASE DRAINAZ MODIFY HEAVY CLAY OR SILT (MORE THAN 40Y. CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING RE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 3. MODIFY EXTREMELY SANDY SOILS �MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1*±)- C, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLARNC BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOMILING A. CONTRACTOR SHALL PROVIDE A 4' THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS, B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH To THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED M ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERKS SECTION ABOVE. D, ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6�. ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (41 IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA). ...&�p 1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL 2. 20 POUNDS NtTRO-FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING Of TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDMONS, 9. PAlnNG A INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY, IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UN -INSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREAIER THAN ED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEM-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. 0. ALt PLANTING CONTAINERS, BASKETS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PR�OR TO BACKFILLING E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PFR THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS, THE PLANTING OF TREES. SHRUBS, VINES OR 1, PLANTS: MARCH 15 TO DECEMBER 15 2. LAWN., MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER I PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITYS DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. G. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK Of NfTROGEN AVAILABILITY, THE RISK OF PLANT DEATH 15 GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM HALESIA VARIETIES PRUNIUS VARIETIES KOELREUTERIA PYRUS VARIETIES EIETULA VARIETIES LIQUIDAMBAR STYRAbFLUA CARPINUS VARIETIES LIRIODENDRON TULIPIFERA SALIX - (WEEPING VARIETIES) CELTIS VARIETIES MALUS-(IN LE4) SORBUS VARIETIES CORCIS CANADENSIS NYASSA SYLVATICA TILIA TOMENTOSA CERCIDIIPHYLLUM VARIETIES OSTRYA S CRATAEGUS VARIETIES PLATANUS X ACERIFOLIA ZELKOVA VARIETIES FAGUS VARIETIES POPULUS VARIETIES H. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE HACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: 1� 1 PART PEAT MOSS 2. 1 PART COMPOSTED COW MANURE BY VOLUME 3. 3 PARTS TOPSOIL BY VOLUME 4, 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 CALLON PLANT B) 3 7ABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS� 2 TABLETS PER 'A" CALIPER OF TRUNK 1. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. J� ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL, K, ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. L. GROUND COVER AREAS SHALL RECEIVE A 1/4" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. M. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM EXISTING STRUCTURES AND SIDEWALKS, N. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH 15 TO TOUCH THE TRUNK OF THE TREE OR SHRUB. 0. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. . A. ALL TRANSPLANTS SHALL BE DUO WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT. SUN AND WIND, C, PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SkkL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN, F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6� DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6-) DOH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. I I. WATERI A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEOUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C� IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. D. AN IRRIGATION SYSTEM IS REQUIRED TO BE INSTALLED. CONTRACTOR SHALL PROVIDE DESIGN TO WALGREENS FOR REVIEW AND APPROVAL. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE YEAR LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE NSTALLATION WHICH WILL BE RELEASED AT THE CONCLLISION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT WERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ARY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION, C, TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HERON. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MA3NTAINEO THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS, 13, -CLEANUP A, UPON THE COMPLETION OF ALL LANDSCAPE INSTAL�ARON AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MENT AND DEBRIS FROM THE SITE. ALL PAYED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE, 14. MANIEWE YERNATI -LAL - ME BID). - A 90 DAY MAINTENANCE PERIOD SHALL COMMENCE AT THE END OF ALL LANDSCAPE INSTALLATION OPERATIONS, THE 90 DAY MAINTENANCE PERIOD ENSURES TO THE OWNER/OPERATOR THAT THE NEWLY INSTALLED LANDSCAPING HAS BEEN MAINTANED AS SPECIFIED ON THE N. ONCE THE INITIAL 90 DAY MAINTENANCE PERiOD HAS EXPIRED ', THE OWNER/OPERATOR MAY REQUEST THAT BIDDERS SUBMIT AN ALTERNATE MAINTENANCE BID FOR A MONTHLY MAINTENANCE CONTRACT, THE ALTERNATE MAINTENANCE CONTRACT WILL ENCOMPASS ANY WORK THAT IS CONSIDERED APPROPRIATE TO ENSURE THAT PLANT AND LAWN AREkS ARE HEALTHY AND MANICURED TO THE . � -, " i , , , 1 7y��;npll � � I I I I I I I ''i 11,11,11,1111, . I I . � 1. g i ullitl � . 1'� : m1lifill 11 . llx� I I .- 11 i 21 1plj@:��%Ajljl - I � .: .I , 17 METHODS AND MATERIALS 1. CULTIVATED SOD IS PREFERRED OVER NATIVE OR PASTURE SOD. SPECIFY 'CERTIFIED SOD,� OR OTHER HIGH QUALITY CULTIVATED SOD. 2. SOD SHOULD BE FREE OF WEEDS AND UNDESIRABLE COARSE WEEDY GRASSES. 3. SOD SHOULD BE OF UNIFORM THICKNESS, APPROXIMATELY 5/8 INCH, PLUS OR MINUS 1/4 INCH, Al TIME OF CUTrING. (EXCLUDES TOP GROWTH.) 4. 500 SHOULD BE VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP, BROKEN PADS OR TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE, 5. FOR DRAUGHT SITES, A SOD OF KENTUCKY 31 TALL FESCUE AND BLUEGRASS IS PREFERRED OVER A STRAIGHT BLUEGRASS SOD. 6. ONLY MOIST, FRESH, UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED, AND INSTALLED WITHIN A PERIOD OF 36 HOURS, 1. SITE -PREPARATION A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR LIMING, FERTILIZING, AND SOIL PREPARATION. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITh STANDARD FOR LAND GRADING, B. INSTALL NEEDED EROSION CONTROL PRACTICES AND FADLITIES, SUCH AS INTERCEPTOR DITCHES, DIKES AND TERRACES, EROSION STOPS, AND DE -SILTING BASINS, 11. SOIL PREPARATION k APPLY LIMESTONE AND FER11LIZER ACCORDING TO SOIL TESTS SUCH AS THOSE OFFERED BY RUTGERS UNIVERSITY SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT Of SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOP -DRESSING. APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDES) AS FOLLOW& SOIL TEXTURE LBSZ1000 SQ. FF CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL 4 180 SANDY LOAM, LOAM, SILT LOAM 3 135 LOAMY SAND, SAND 2 90 B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCOING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE NABLY UNIFORM, FINE SEEDBED IS PREPARED. C. REMOVE FROM THE SURFACE ALL OBJECTS THAT WOULD PREVENT GOOD SOD TO SOIL CONTACT AND REMOVE ALL OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS, OR OTHER UN5UITAEILE MATERIAL 0. INSPECT SITE JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE WE COMPACTED, THE AREA MUST BE RE -TILLED AND FIRMED AS ABOVE. IlL SOD PLACEMENT A, SOD STRIPS SHOULD BE LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE BOTTOM OF THE SLOPE AND WORKING UP. ON STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE THE WORK AND PREVENT DAMAGE TO THE SOD. DURING PERIODS Of HIGH TEMPERATURE, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD. B, PLACE SOD STRIPS WITH SNUG, EVEN JOINTS THAT ARE STAGGERED. OPEN SPACES INVITE EROSION. C. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OF ROOT MAT AND SOIL SURFACE. DO NOT OVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE DRY]ING OF THE ROOTS. D. ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, WIRE STAPLES, OR SPLIT SHINGLES (8 TO 10 INCHES LONG BY 3/4 INCH W[DE). E. SURFACE WATER CANNOT ALWAYS BE DIVERTED FROM FLOWING OVER THE FACE OF THE SLOPE, BUT A CAPPING STRIP OF HEAVY JUTE OR PLASTC NETTING, PROPERLY SECURED, ALONG THE CROWN OF THE SLOPE AND EDGES WILL PROVOE EXTRA PROTECTION AGAINST LIFTING AND UNDERCUTTING OF SOD. THE SAME TECHNIQUE CAN BE USED TO ANCHOR SOD IN WATER CARRYING CHANNELS AND OTHER CRITICAL AREAS. WIRE STAPLES MUST BE USED TO ANCHOR NETTING IN CHANNEL WORK. F. IMMEDIATELY FOLLOWING INSTALLATION, SOD SHOULD BE WATERED UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 4 INCHES. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS, AND CONTINUE IRRIGATION THROUGHOUT ENTIRE SEASON. IV, TOP -DRESSING IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDIT*N TO SUGGESTED FERTILIZER, THEN A FOLtOW-UP Of TOP DRESSING IS NOT MANDATORY. A. SPRING INSTALLATION OF SOO WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-20-10 OR EQUIVALENT AT 500 POUNDS PER 1.000 SQUARE FEET BETWEEN MARCH 15 AND APRIL 1, 8. FALL INSTALLATION OF SOD WILL REQUIRE THE ABOVE BETWEEN SEPTEMBER I AND OCIOBER 15. , : 0 --D ! < (/� OF PLANTING MIXTURE, AS SPECIFIED >- , --j I INCORPORATE 2" OF PEAT INTO 6" m _.. . PLANTING NOTES: 1 " FINELY SHREDDED COMPOSITE DARK 3/16" X 4" MITTAL EDGING 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. FINISHED GRADE I i I I ..� N. , , .... " , i j., �';. . - : 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. LAYOUT TO BE APPROVED BY OWNERS MINIMUM 4" TOPSO�L '. �z�' �:], ,�._-: 7:,", . 1:41, . 11 .V�z�' .. - � .. � N '. ;.-....-... :.:..'� .- �.. REPRESENTATIVE PRIOR TO INSTALLATION, I 1'� � I, . ". , . ... ` :., .- ." , -, 11 -11 ", - - , ,�, :` , , -, ."-, 1, , .,::, , , , � . ., � , - , . - - �11.. 1,�1�1� .i .� :: 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS� WELL DEVELOPED RANCHES, DENSELY 18" STAKE INTO UNDISTURBED Hl III i, ,� "' i "I . =1151 I E I �El I - H_ FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS AND INJURIES, GROUND LVERY 30" O'cl = lill � II. 111-1 ... I I _ I 1-ill.''I V) 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. :111 I 11 I I 1= z z 0 0 �= 0 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISIONS SHALL BE MADE UIX/ANNUAL TPLANTING " cn > FOR A GROWTH GUARANTEE OF AT LEAST ONE YEAR FROM TH R TREES AND SHRUBS, REPLACEMENTS SHALL . . 0�� I.- I i I I BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO u z cif NOT TO SCALE C/) Ld THAT STATED ABOVE. LLJ :2 Y 0 :2 () 6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY, IN THE EVENT THS IS NOT POSSIBLE, 0 Lij THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY u T: PERIOD AFTER DELIVERY. ANY PLANTS NOT INSTALLED DURING THIS PERIOD WILL BE REJECTED. POCKET PLANTING NOT ALLOWED z u . . I REF PLAN FOR z 3: 0 7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60 (REV. 1980) . 0. 0? I Ae. I " SHRUB TYPF 0 "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN ASSOCATION Of NURSERYMEN, INC. . . I (% , -poo '11� I-_ I- , �� 41 "'�7 , � ��p , _0'm <) , u , " , I , .� 6 C-4"t �� 1(1; �� 1, �4__ V) D V, ., - " - , ,� p-, L, " �76 1 8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACK FILLING PROGRESSES. , I 6), 2" LAYER OF (n D� b "t, z- 4 ,�. 0 SPECIFIED BARK MULCH Lu E- PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDITIONERS AS 11 )v . , � v I I . (77 ') ,c- -Z, e(" -� , /--,y ,v 4 ,p �L 'r 4) O� cn STATED IN PLANTING SPECIFICATIONS. "/ '6 � w �_ (d 'i - k)q"<zk_.) .", c , 4 r) (��R_ 6� IV C:� Z ,��L (I f:) 0 - -r" 'p J-b I -�f -, /kd 9, PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES, PLANTS SHALL BE , ,k,P 1" , .1 - , c .0- FINISH GRADE < u W�Lll ,_ � - � . . .. I - HANDLED FROM THE BOTTOM OF THE BALL ONLY. . . .... . q. � � - I .. , . I , I I . ..... .. :'- � � . . ..�.;� - . - . , '� �kL . ..... :�: - 1. �, !. : , '1� - �: , " , " � . � .. . - �'. ::. m m W I �1, k� �, � , , * , , , - i. . . / � - . . z ti".. , % . , , , �_ . . ROOTBALL, DO NOT DISTURB .- �� _ �i 1, - - - m, % . ]_ - " .. ....� A � ,� :,_: .... � - - .. --� �.'�';� I I :1 - - . '. ., i �� .: 0 0 , I r. - " , �. 10. PEAKING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLAN71NG SEASON WHEN WEATHER AND SOIL CONDIBONS ARE � -. .. , - - I � . I + , .. :'. .. :` , , _,-'.." --.-�,.,--�-----. ! �.: , - 1 � �. 11-1 11-1 �� .-I, . . � � ..� � ..." Ld : .1 � �:L - � - ; ;: "' . .. _., PREPARED SOIL MIX PER SPECS, �- U-) DO SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR �: N :: .. - . "I 1 I 1. m _-.:r,'.,. : t� . LL . .." - . I rROZD4 CONDMON, ALL rLANT idATCRIAL 011ALL DE OPRAYED WITH IYALT-mwrl oR cQuAt ,Lr, rcR wAtivrA0Tunr_nlo INOTRUCTIONO, 1�_� I 11 I - .. 6 . MIN, OF PREPANLU t�UL MIA _< - - --I I I I I I i 111110 lillim 111111 0 ___l �_l TILLED INTO EXISTING SOIL TO A I (O co 11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS. � . 6" . I .�PACING PER PLANT LISI._] 0 0 . \ - . . . . . . . 12. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT -_ NATIVE SOIL > WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATE PLANT IN THE CENTER OF THE PIT, lif , C�,I 13. ALL INJURED ROOTS SHALL BE PRUNED UTILIZING CLEAN, SHARP TOOLS TO MAKE CLEAN ENDS BEFORE PLANTING. IT IS ADVISABLE TO S H RU B AG"m 0 U N 1)" C OVERDETAIL lcl� . .1 PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2- CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, NOTTO SCALE THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE BRANCHES, I HOWEVER, MUST BE SHORTENED. 14, EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS, 15, TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SIX (6) INCHES AND OVER IN CALIPER SHALL BE GUYED. E STAKED- GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED, THE LANDSCAPE CONTRACTOR SHALL . j, REMOVE STAKING, GUYING & TREE WRAP AT THE END OF THE ONE YEAR MAINTENANCE & GUARANTEE PERIOD. .0 , REINFORCED NOTES: .0 . 10 16, THE TRUNKS OF ALL TREES SHALL BE WRAPPED AS SOON AS POSSIBLE AFTER PLANTING ACCORDING TO STANDARD PROCEDURES AND AS 1 . NO SOIL OR MULCH SHALL (1/2- DIA. BLACK) @ INDICATED. BE PLACED AGAINST ROOT . . . DOUBLE #10 GA_ 2. REMOVE ALL ROPE FROM . 4 . GALVANIZED WIRE 17. ALt PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH. 07 ' GUYS TWISTED 18. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED DR WATERED TO ESTABLISH THE PROPOSED PLANTS AND LAWN. BALL. FOLD BURLAP BACK , . 2" DIA. HARDWOOD 9 1/3 FROM ROOT BALL. � z 19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS SHOWN ON THE APPROVED LANDSCAPE 3. PLANTING DEPTH SHALL BE HT. 3 PER TREE u 9 PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE TOWN iANDSCAPE ARCHITECT. THE TOWN ENGINEER AND LANDSCAPE THE SAME OR HIGHER AS �_ GROWN IN NURSERY. 9 ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, HARDWOOD BARK MULCH 0 �� VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PLAN APPROVAL BY THE PLANINING BOARD OR 0- CD Of 0 n ZONING BOARD OF APPEALS SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS: SAUCER RIM UO 0 V) 14- 0 V) - . TYPE DATES I . . . . . . -A - FINISHED GRADE (n :2 1 q � Of .. i � CD _. . " R � - ME BAL �.__ � TOPSOIL n uj �_ _j 0- (N - iFli�l .< 1`0 . /, =____- - PLANTS 3/15 TO 12/15 1 � . � PLANTING MIX Z Z �__ I 1=1 = - = - 0 uj Z Lj-j = E_ - 0 r 0 U_j - LAWN 3/15 TO 6/15, 9/15 TO 12/1 III =_ I 1-1 I = -_ 0 0 G 0� 00 I 1�� I I -I I 1EE 11 I , * -III- 3 PARTS TOPSOIL 2 a-,_ [-- r, FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURING THE �ALL PLANTING SEASON DUE TO THE HAZARDS _11111 I . -111111111 I I li: 9 L_ 3; L'i U) ,_� ASSOCIATED WITH PLANTING THESE TREES IN THIS SEASON. 4"-6" TOPSOIL MOUND 0 X Q� z 0 UNDISTURBED SUBGRADE �-- T V') 0 m ACER RUBRUM POPULLIS VMIETIES Q� �- < �- 0 Ld z N BETULA VARIET]ES PRUNUS VARIETIES DECEDWOUS TREE PLANTING DETAIL 0_ �_ Ld I c):3 -r < 0 CARPINUS VARIETIES PYRUS VARIETIES "� C, I-- u < CRATEGUS VARIETIES I a- 7- 0!� KOELREUITERIA SALIX WEEPING VARIETIES L LTJ 3: 2! m LIQUIDAMBER STYRACIFLUA �-- 0 CD 6 URODENDRON TULIPIFERA ZELKOVA VARIETIES I w Lu 0 PLATATNUS ACERFOLIA (: ) cr u D 0 < M 3: 1 (n Q �_ Z Q� V) NOTES: 0 CL Lij ui 1. NO SOIL OR MULCH SHALL BE COLLAR OF PLANT. �= x �� < 2. REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL, FOLD BURLAP BACK 0 " FWDROSEEID" SPECIFICATIONS 0 E m � 3. PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. n 0 , Lj 0 1, PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2- 4. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL 0- DIAMETER. TIMES DURING THE FIR5T MONTH AFTER PLANTING AND REGULARLY THROUGHOUT 0 z 0 _j THE FOLLOWING TWO SUMMERS. z -i 5. THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE ROUGH TO AVOID _:� < = 2. PRIOR TO SEEDING, CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. MATTING OF SOIL LAYERS AS NEW SOIL IS ADDED, IT IS PREFERABLE TO TiLL THE D (n V) Z 0 3. SEEDING RATES: FIRST LIFT (2 -3 iN.) OF PLANTING SOIL INTO THE SUBSOIL, �s z PERENNIAL RYEGRASS 1/2 LB/1000 SO FT AVOID PURCHASING TREES WITH TWO LEADERS 0- < __7 KENTUCKY BLUEGRASSI LEI/1000 SO Fr A OR REMOVE ONE AT PLANTING; OTHERWISE, w U) , D (n fj) ! 1/2 LO/1000 SQ Fr LANTING EXCEPT Ld LLJ LLJ FOR SPECIFIC STRUCTURAL CORRECTIDNS. T_ C) SPREADING FESCUE 1/2 LB/1000 SQ FT �_ - cl� DO NOT STAKE L� 0 FERTILIZER (16,32.16)2 L13/1000 SO FT OR WRAP TRUNK FOLD BURLAP AWAY FROM TOP OF ROOT BALL L_L_ 0 LIQUID LIME 1 GAL/800 CAL. TANK SET ROOT BALL FLUSH TO GRADE OR SEVERAL I () I I < I - TACKIFIER 35 LB/800 Gk. TANK . �NCHES HIGHER IN POORLY DRAINING SOILS FIBER MULCH TWICE THE WIDTH 4" BUILT-UP EARTH SAUCER Ld OF THE ROOT BALL 34 DOUBLE -SHREDDED HARDWOOD 1;� 4. GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO IRRIGATE SEEDED AREA 0 UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISIHED BY OWNER. PREPARED SOIL FOR TREES BARK MULCH. DO NOT PLACE MULCH 1 PART PEAT MOSS . mv " IN CONTACT WITH TREE TRUNK. - 0 R F j D N E� 0 0 FOR S' STAKE TRUNK FOLD E S ET )TH �NC� NLL 4 /_ i 1 PART COW MANURE --,,-BEFORE PLANTING, ADD 3-4" 1 3 PARTS TOPSOIL ___ OF WELL -COMPOSTED LEAVES - . 7%�- - . � - '. OR RECYCLED YARD WASTE 1-111-1 ` - "�`A� - - - �!_.11 '.1 '. ... -, . � � _ .. 7_1 - - ND TILL INTO TOP 0 - -[]I I . 6" OF PREPARED SOIL Lij UNDISTURB � WIE9 I i N - I SUBGRADE ' EEJ I 1, I � I i-I - f 4-6" DEEPER THAN ROOT BALL ll� cn - - DIG WIDE, SHALLOW HOLE 11 -1 I IE = EEI I E -1 I = = L-) LLJ CUT BANDS OF WIRE V) cy cl� WITH TAMPED SIDES 1:-:--Il __111�dllEEIIF= �_=��d 1�1111,1 II -I. III-- -i LLJ ... =1 I I- D TAMP SOLIDLY AROUND * Q� F__ BASE OF ROOT BALL 0 < SET ROOT BALL ON FIRM PAD �N BOTTOM OF HOLE Q� cl� z 0- u D cn EV'PRIGIMEN TREE PT A IL Lij v -&-d - U Z I N T I I V4 G DE, TA I L < 0:� REFEPENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE 'SUMyn79M7_ ::D z z F .� (3 NOT TO SCALE !� �l (n CL 0 1 cn u u - �_: Fz a_ a. I ui 0 0� 0 af :2 _j :� 0 �_ 0 � k- I Ld 9 x . 9 V) � -i �_ w z z - bi ui 0 3� Q 0 � I . . . . I __ STATUS DATE BY .. . _____ __ PRELIMINARY - - STREET ADDRESS - - 1 AS -BUILT - I - _. � .- r _%� I I TOWN STATE SJL MBOHLERM BOHLER - . AGAWAM MA I R N 4; I If Iff R It 31 X G 71 U N G CONSTRUCTIO DATE i I � _.... CHECKED BY: JAK MAL & COMULTM Mr-rMRS CORPORATE OFFM 6 # WARMX,NJ A. . COUNTY DATE: SURVEYORS opirtem. . . 352 TURNPIKE ROAD FR03M MANAGM 0 5DLMWFbDWK WA * BaMr, NO SOUTHBOROUGH, MA61M # AUMW, W * mmolt w I PH: (WS)480-M 0 nplc�"El W + 9MtLlKG,VA SCALE: AS SHOWN FX: (509) 4aa4M ENVIRONMENTAL CONSULTANTS # RaMa"WMA, W * WAFMWM, VA - W. I I : www.Bohl*rEnglfmWngx= LAMSCAPV ARMTECTS 0 CKALRWr, PA * P0KrLAL08M%tK,FL CONSTRUCTION CHECK DATE - m=�M�gg 0 cmvmvAm",i,A . NEER SHEET NO. I W.vwft� :--i_=_%_W--"-&-=%-X--y-Mmi-�-=� .1 . I I NATIONAL STORE NUMBER PLAN DESCRIPTION m No. 41530 'p.1 � PRELIMINARY PROJECT No� CAD 1,0. #-. .CON . No, 26177 LANDSCAPlNG @=c h NOT TO BE USED FOR CONSTRUCTION W051094 . W051094ss2.dwg k ---) DETAILS/NOTES OF 15 L ---[-. .. L� m Ll 0 j RELOCATED LIGHT (UNDER 0 MALL CONTROL) o 0 010 0 0 0 0 0 e, 0 0 'R 10 � 3 0,11 0 0,5 0 0,3 0. 1 0 (,1 0 0 0 0,0 0 0 0 f3 55 o . 8 1 t' [ 1, % I to 1 1 o9 ci .01 orl 5 3 �3 3 2ra 6 0 0 31 0 J 4 4,2 "1 6 P�)ro 0,C) 0.0 0,0 PRO 0 0 AR Ij RELOCATED LIGHT (UNDER 0 L5 I b 3 0 4 0 2- ''7 8 LIGHT (TIP) 4 9, 0 .4 MALL CONTROL) 0 2 0, 1 0 , ID 0 0 0 'o 0,0 /7 0,2 0,0 C 0 '3 0 6 0 2 0.6 2 5 0 DELINEATION LINE �Sff NOTE! 7 3) 4, k3i 8 4 2 G . 7 1 7 0. 0,5 j , 4 1 4 210`2 6,9 10 8 8, S 8,5 6.0 1 3 1 5, 2 1 6 0,0 0,0 0 0 8 3.6 12 0, 1 6 2 1 2 2, 0'9 5,S, 6.1 4 3 F4 7 2 3 7, lo .14 '4 3 1 3,7 0,5 3,4 3(o 4 1 �5 1 2 10 0 0 0 o'o i 0 9 '3 10, 1 O'D 0,0 CJ\ 0. 0 6 7,3 10,6 8 2 (9)8.7 0 9 .2 .5 0 0 00 1.9 0,9 .3 0,1 0, 1 o,e 6, 7 1014 8,11 8.7 3 \0 0 3 S 4 7 6 . Z 6,7 1 . I 2' 0 6 2,5 e.0 3, 9 Cl 1 0 2,4 3 A f6 7 1 '9 o 0 0.1 0.4 0, 1 3 3 2,3 5),4 0,6 3 1 91, 6 C), IL 71 7 1 6, 0 �5 0 0 01 0 _7z 0 4,3 6,2 5 0. C. 0 �5 3 1?.'7 0. 1,0 5, 1 0 3 9.7 14 S. c' 0 012 0.0 0'0 cl RELOCATED LIGHT (UNDER - WALL CONTROL) a SITE LIGHTING NOTES 1, LIGHTING INFORMATION TAKEN FROM PLAN ENTITLED, RESTAURANT AGAWAM, MA SUFFIELD STREET PREPARED BY SOUTHCO LIGHTING, GHTING, DATED 6105,0,SCALED 1'=40'. 2. FOUNDATION DESIGN AND CONSTRUCTON FOR LIGHT RXTURES ARE BY THE CONTRACTOR. NOTE. THIS LIGHTING PLAN ILLUSTRATES ILLUMINATION LEVELS CALCULATED FROM LA130RATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINARIES MAY VARY DUE TO VARIATION IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS NOTE: THE EXISTING CONDITIONS LIGHTING LEVELS ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES AND/OR ACTUAL FIELD MEASUREMENTS TAKEN WITH A LIGHT METER DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ECT,. ACTUAL LIGHTING LEVELS MAY DIFFER AND LIGHTING LEVELS ON THE PLAN SHOULD BE CONSIDERED APPROXIMATE m 8.8 10.3 60 2, 0 5 .0 8. /,S 6.3 0 7 1, CI 0 0,0 \WF7 A-7 i I I �o 8, 9 � 0 t-4 -7 8, 0 � 4 0, 0 .0 ri . 0 0 0.4 10.3 6,3 5, 4 q 11,6 12.4 10.0 9 4 IS 2 0.2 0 o .o ox PROPOSED AREA 9,\ 5, 6 3,3 3�9 r6l 8 2 10 4 LIGHT (TYP) 12,5 9.4 t ! '6 11 2 A 1) 0 .0 0.0 2 7 io ,_'i 8, 5 9 0 4 6 0 '0 EXISTING LIGHT POLE .4 7 2 9 lo 3, 151 4 9 0 0 L 4 0.0 TO REMAIN AND BE 0 WIRED TO Wu CONTROL 0. 0 0 1 -- - - 0,1 - - - 0.2 0,3 01, 4 0 6 0 13 0 8 0,0 0,0 4 o M 0.0 0 1 0.1 0,2 0 0 'i 0 3 0 3 o n i CJ 0 0 0 0'"o 0 cl 0,0 wv o c" �n a 0, 1 J-j ij 0 0,0 0 mumfusism-M ( IN FEET ) 1 inch = 20 fL THE FOLLOIMNO STATES REWIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERWN PREPARING TO DraTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE, (MA, ME, NH, RI, Vr 1-12188-344-7233) 1-800-922-4455) 1wc, 1-800-962-7952) 11 ljp�F =TURNPIKE ROAD SOUTHSIOROUGH, MA 01M PH: (5W) 4804M FX: (SIA) 4W4)= www.8ohhwEnglrmmrIrg,ohm CONSTRUCTION CHfEk DATE CTm&oomotTmxNGvQw" CORPORATE OFFICM SuRvKyaps WAUZNNJ OFFICK' PRCANCMAKAGUS 4 sou'71,1009"A w t SOW mm 0 ALBANY, W a Tomag M VNVMONMNTAL CONAULTANTS, PUICHAIM W 4 37MM VA ROWOWOW 0 WAM&NrON LAMWAPC "CBMM CKALFONT, PAKA� 4 FMT MDOWVAAL9, FL CONSTRUCTION CHECK DATE + HE _6_6 11 N —1 2'— 0 " MSV—Senes MSV-SERIES MSV4M20 MOUNTING HEIGHT= 20 FEET. FROM POLE TO PHOTOMETRIC CENTER= 1.2 FEET. IES CANDELA rll_E, C'/ACAD/IES/SL4MHFT,IES INITIAL LUMENS PER LAMP= 42000, LIGHT LOSS FACTOR (LLF) = 0.85 NUMBER POLES (7) NUMBER OF FIXTURES (9) ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES. TARGET PLANE AT Z = 0 FEET, Summony # POINTS 612 AVERAGE 2.8 MAXIMUM 21,6 MINIMUM O'D AVG/MIN 9999 99 MAX/MIN 9999,99 STD DEV 179 COEF VAR 1136 ol FrA v rA 11 lim Im Lij < ry z 0- 0 Q- LLJ < Elf D z Z 1-CL 0 z (n Ln 0 C) .-: t CL 214 Z 0 0 V) z Lu LLJ LLJ z 0 ce 0 a. 0 ct� 0 ol STATUS DATE BY PRELIMINARY STREET ADDRESS PLAN CHECKED 868 SUFFIELD STREET AS —BUILT TOWN STATE DRAWN BY: SAIL AGAWAM MA CHECKED BY: JAK:i COUNTY DATE: 05/04/09i HAMPDEN SCALE: AS SHOWN NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. LIGHTING PLAN I OF 15 a/"" OR 3/4" COND. CQORD. W/ SITETREK GAP ELECTRICAL 'OWG'S 2-1f2' r METAL 4LLAR TO FIT 1B`_D"' rr o a o e R 6 0% POST *ANCHOR GREEAASEEt'REA EIWEEN'fKI vi: ,"`36-1/2" LWELD TO FRAMEMETAL COLLAR TYP.WELp BOTTOM COLLAF2'T(3 -- HYDRAUUG GREASE FfITING 5 4" f 6" TVEsI RI LANTI TAP HOLE FASTENNTO 2 X 45POST, Bi?L7 TOP GDU1N2 TY�. 4 PLACES) 2 x 4 EOSTS TaTHRU-',- V)4) 1/2«0X 2,-LES STEEL POSTS (TYP. �i OF 4) 1-0} ANCHaR:'BOLTS BY G,C: _ ANCHOR &OLT & J�OUX0. PLAN 6" DIA� RRfTEE r PANT PASTS R ' BEN iN MQQRWELCOME 'n' Imo- � ct` 3/16' SP FILLED STEEL POST STEEL PRIMER C 71 Of 1/2" CDN1?1.IFF � TERMINATE . "' �: (2� 12 WIRES. FURNISHED � (/) it BY E.C. & CONNECTED 2 X 2 STEEL "r BY SIGN CONTRACTOR POSTS; CARED IhkTQ / I w SLAB At 3`-6" `O.C. r I, 20 HORIZONTAL RAIL B MIN. EMBEDMENTTHR,T ", NOTE: ALL TEXT :AND ARROW SHALL E314 PAINTED s a ' :.. 'TELL(71N F+1�9S t 2 P' B 41RE Si 8 CONCRETE SLAB:.`. r _ r., � . WITH #I4 REBAR I ,t.. .1.. ':: 4 REINFORCING,12 --DRIVE z ® 0 �q D.C. WRGH WAY, e THRUo LLJ ! ALL SEATS'- :17 p' , r OVER MIL POLY: + .: G l c VAPOR BARRIER CN ,r 1 OMPACTED A�N"ICHCIR B(?Lis4W/3" HI<; Alternate AAPrOVBd Copy a C �" 1 [l7 w FURNISHED & INSTALLED VIcL BASE OVER rr v d ' MPACTED y�� a G 'y n ✓0' F#Y G.C: �]C] POUR i /' TUFFIC--z y, ED CONCRETE ' ;�` �:.C�7"��112 f [/'4JC! i.\ r ,, f°9 �. 13GRADE^+r POURED COI�CREtt BASE CAN thank `� v ;: � � 1 " �.� kTr G.C. (24 X 1LI) v THANK MIN. """ UTS TO CONFIRM {s3 13? t CL SUBDRADE 6"TD• 5'-7"3 VA COMPACTION I101V THIS DETAIL TO BE USED trans _ S -T I 3 - i i 3 iX3 WITH SITE SIGNS M _ 4 TOP PERIMETER � OrC770AIA1 C'lr:A1 r� 1)rTAJ1 �` TENCDN ' T Li t LTlT1"CG'Tit�'NAL 1L�rJ°III �1L"7`A1'L -;.� T ALL ' D MEMBERS DT T CDR YESD �--- � FXITEs. 1. ,� ARE TO BE PRESSURE TREATED. ALL AREA = •ES S.F. t3NI) UF3E FASTENERS ARE TO BE MI ED. NOTE: ALL TEXT sFIAIL BE PAINTED YELLOW (IFIIIS T ) - TYPICAL PLAN ELEVATION M DONALD'S DIRECTIONAL SIGN DETAILS NOT TO SCALE BALL SECTION LE LATE POST DETAILS: NOT TO SCALE (PRIORITY PICK up AREA) NOT TO SCALE (NOTE, FOUNDATION DESIGN TO BE PROMDED BY CONTRACTOR: NOT TO SCALE NOTE: ALL FONTS LETCER& TQ #3E CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) (NOTE; FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR) BOLD OBLIQUE" (NOTE: FOUNDATION DEIGN TO BE PROVIDED BY CONTRACTOR). STEEL ANGLE FRAME Je ALEMITE 1610-BL HYDRAULIC DIAGONAL BRACES {GRIND TYPICAL PAVEMENT iY A IN ' GREASE FITTkNG WELDS AND CORNERS SMOOTH, NOT TO SCALE (TYR 4 PL) PAINT W/2 COATS RUSTDIEUM) 6" DOA CONCRETE FILLED rwnr <..e STEEL POST (TYP) SEE t1rtNE THRU CONCRETE PAD DETAIL FOR DIMENSIONS BY LOCAL Ci71OE OF DRSVE-THRU LANE CONCRETE PAD FOR DETECTOR L001�; CJRASC71 PER OREOUIRED T - NQ:"s(.�II. 5.. IN DN R. 2 STALLS MIN. 1R1' EXPANSION JOINT TO BE USED FOR THE REMOTE DETECTIDR .. �y I 5/4"xia" BONDS Ha NI7ICAPPfD 24y NETS. THIS DIMENSION O LOOP (SEE RETAIL BELOW) cad (STA1N£Tsr BOLTED PA:RICING ONLY" TO FRAME} CURBING. - - - L SIGN (CHECK CUSTOMER -1 R G (2 ORDER 5-L1 WITH LOCAL ID1�ES '! N L'MfNC�LF� Bt7A.+�` EI�'AT1 cy 1M L C L P r P } DISPLAY r° r NC3TE. MENU REMINDER BOAR:::. o; E U _4_ I AVAILABLEFROM FLORIDA PLASTICS C LO D _ _ C LAS ., _a PHONE=1-800-499- 04D0 '�1 7 2'" SLEEVE FOR SLO: RAIN:.... LATCH r- UK ` PO o> �* LE V H3 . —VEHICLE DETECTOR LOOP , 'VEHICLE . ETECTOR LOP f; 1IE1T L O OP : sL E n INSTALL PER MER 011. CD ANCHOR BOLT s � :CO RECOMMENDATIONS �, JAM NUT L+'D x E'ITy- I 1 2, _PVC SLEEVE SEE NOTES NUT dt LOCK NUT N FOR DETECTOR LOOP TO DRAIN ` WHITE: _UT ; I o P SLOPE c F T 4YASH R, cy STRIPING- LA E ED w 27 99 BASE PLATE 61DiII OF DRIVE THRU TL NUT C N <'R UO '. e, LEVELINGLJ D {"., CUR 1- LEVELING: NUT PL AN f.�,1 T LU T'AIN fD e � e N ° N-SHRINK GROUT Ci ; 1 AMP: , CiAL} ,, .. O G QU o {I L :AMP LOAD Lz i-� ,�" �ACI£�R�IJNI� }1.+ MITE. THIS. LTIMENSION TO - . G1'D. 11; FT 3 3 SO. CONCRETE FOUNDATION SQ. BE USED Ft3Is THE REMOTE DETECTOR " �, 1A GAT , PcT a I- fiw RAN R r `� X B B DIAMETER CHO LOOP (SEE DETAIL BELOW) SEO DETAR O { UT ^t - 0 r P HOOK � TYP; �4 ,�l "ABET �=" �" B�� EL J��1 T�� Leas :. %� 1 + (SUPPLIED BY THE CONTRACTOR) �am� � + .� PAINTED {;�JH17E - 1 CRANE BELOW �� '.. ? 1✓J 5 � 4 I (I ?.� MAX7 2 PRE -MOLDED EXPANSION'z CD ' " SEE B PIPE SLELIE ° CL% r HANDICAP'PECI " ( / Lca JOINT MATERIAL Cy7: �C1 1 SYMBOL 61= _ I I GRADE 1/2- DIAMETER 1' NINE WELDED d3" -FI fI CONC< CURB OR UJ ':I � I- 3. 2 CONDUIT FRRt�41 ��I 4Vx6U} H} :. CN I-1/2 CONDUIT FROM COND FOR PPi I, 4 TO PLATE }" �: 1I .,„. CURB AND GLITTER CL I- FR r BUILDING FOR 2 ELECTRIC CONDUIT II ZD LtIENU BOARD OR. FROM FROM BLD G C:1 PRE -SELL BOARD CONTROL WIRES ORATE 3€' ABOVE F11514E4 FLOOR: 1f2STEEL PLATE PAVEMt iVT < !- FOR CONTROL WIRES, 1/2 CONDUIT FROM r y " 3 4 MIXED WATER WITH FREEZE P F GD " MENU BOARD DR FROM i i Ci° / ROO cs x� � Ci r HOSE BIBEL I L iriARKIN+ PRE SELL BOARD Fait ', , _ HANDICAPPED STALL .. _ �, PI3LE' BASE _ FLAG L I POWER; lu 4° (CONFIRM 3 4 DAME BOLT I (CfIN t DiwISENSIt}NS W TH MDONALDS ,+ �, 1 2 BOLTS NOT TO SCALE h , Ld a --- r.. aN 4 `Ht�OkI ., CONSTRUCTION PRI R TL L .f as '1"r MANAGER fl (i To FIRAME NOT T® SCALE � 1 1 -2 SL EVE;FOR` " T T � VERIFY WITH SITE PLAN LL •-, / E � 1 1/2 CONDUIT 0 CONSTRUCTION) FOR PRE -SELL BOAR ':1 � ® " �' p � ,, VEHICLE DETECTOR LOOP OD T PRE -SELLS BOARDS 4 n ,erg (NOTE, FOUNDAAMN DESIGN TO BE ROARED BY' CONT OR� � ONLY; 1-1/2" CONDUIT FOR CONTROL CORALL LIT r7rT� �-a �, �+ TO PRE -SELL BOARD T}2 5, g` NOT TO SCALE TRASH ENCLOSURE GATEMOUNTING C.D,D, FOUNDATION � � FOR CONTROL WIRES. DISREGARD FOR PRE -SELL 1g" BA ° NOT TO SCALE, Uj BOARD 2. t8' DIA, NOTEECTOR LOOP ADDECONCRETE PAD OJT BOX AND 24" MAX; m DIET. FROM � CONDUIT TO EDGE OF 'CURB ,� IN POOR SOIL CONDITIONS (SOIL AkE:TSG? PR - D `LL f+'PUN TYPES 1 & 2, MET SOFT CLAY, FOUNDATION DEPTH TO LOOSE SILT), INCREASE MENU GO +,FIG: BOARD FOUNDATION DIAMETER 514` x $ ( ) WALL. SLATS MOUNTED ON D AUTO DETECTOR LOOP DETAIL TO 24 AND DEPTH TO '-S . BE BELOW Ff305T LINE/TREX 3116 NOT TO SCALE z `t a f'k, ,I' m249D P"N' , L•NDI,� o F- ALL L0A)?s"Di SL'` T,i`0J uD LO MENU Z PRE -SELL BOARD DETAILS z NOT TO SCALE t6 INSTA6L_?T1tNI IN�TR r4 LL4t 0" < T F TA 1 Z DESIGN TO 'BE PROVIDED BY CONTRACTOR,CI AL sc oD GE. 3.s (NOTE.. FOUNDATION1, uNCI�ATE AND TEST LIGHT SIGN. N�tIFY I>aA1;EPaiNT DF ANr DAMA ESTABLISH FOsrrK1N OF SIGN IF AVAILABLE), TRANSFORMt7i. >FIiP,NCE 75DQ OEIG ELECTRONIC 2. L15E 5!1"E PLAN....... TO EST 4.ABGE1 ELEC 0 C LLJ F SPECIFICATIONS FROM SIGN VENDOR) ( Ly J CONTRACTOR SHALL 08T'ft1N FINAL} LLl 3. ORILG HOLES IN WALL FOR MOUNTING BOLTS AND ELECTRICAL A AMPS. T AIA..S...75 AMP'S:. :PATTERN:. IN 1CAT AI POUNCE -- N 5 D ED O LOCATION AN ORIENTATION.) (NOTE, REFER TO DRIVE THRU DETAIL FORL(�IATO D ORIE 4. REMOV FA 'i0 ACCESS MOUNTING HOLES, 48- L�: L E �E 4' WHITE FAINT -- ,. IH1FT.ICN INTO PLACE ON : WALL AND SECURE WITH APPROPRIATE Lr_: : C3 - BOLTS ('SEE CHART). IF NOT USING "SUPPLIED -NUT INSERTS TO 0 Q: I s9; STRIPE TYP. MOUNT, IT MAY BE NECESSARY TO DRILL NEW MOUNTING HDLES TOP OF SLAB/ 41 ARE REOURIED. PLACEMENT IS N07 CRITICAL. PAVEMENT IUU``N MUST BE LEVEL & PLUMB, 4" WHITE PAINT C+ WIRE ELECTRICAL INSIDE J-BOX. WIRING MUST CONFORM"TO NEC Ld C AND ANY APPLICABLE LOCAL CODES. I-= STRIPE TYP: 1 $ 2 7, REPLACE FACE AND CLEAN SfGN, DISCARD INSTALLATION PROROSE 1 S,F. SIGN 4 3 r, CURB li UP ANY SCRATCHES WITH 0 DEBRIS C RDINCLY. TOUCH SC E TOUCH 11P" 1i3 FACE AC 0 � n CURET PAINT, FACE r I 9�' f,4 SJtNt; � I =NTRACTOR ;SHALL. VERIFY ALL r5 f'r4Jr'1t Immom ISTTO USTE CONDITIONSBMINE IF IILD STRUCTURE O SITE CUSTOMER'S $#IILQI1Nri VEER WILL SUPPORT THE SIGN. THE CUSTOMER Ld Zx4 HORIZONTAL SHALL SUPPLY ANY ADDITIONAL S RE RAILS (TYP OF 4 R STALL STRIPING TAT I� REQUIRED ON � $EH1ND WALL � Lj snsn-N rV 3 A C T 1-1fXTl T7..AT rV1U`1n'r f% A T T:kT T-.Ix A: �T c%x7> PARKING ff3 {-il ,n> Q a 1 M "'1 •"' L A ii J Jl 4 L+1114 JIN l J , t4 tslr G RrTJ Y ti l llJ!°d, NOT TO SCALE NOT TO SCALE; HARDWARE NRY liilILDINO wDaLr CONSTRUCTION1 I METAL AGM EEIs PLYW D LLJ ® Cad of 0_ � � 4 t a B axaxs rx�es w.w. X x X x 2 al' Les WETS w sw,�us x -- ----- ----- _�X__ TOIx 3t1LL5---y `—x— x— _ IF INSTALLATION IS PERFORMED BY L L LLI V) 1.3" °--.....°' -._.. ANYONE :OTHER TRAN.:AN IMAGEPOIN Q. 0-1 ,2 DOLOR OPENINGPROPOSED WILL NOT BESREESPONSIBLEEFORA Z` � 0 �C CONCRETE TO BE RAISED SIDEWALK � a VIOLATIONS OF THE SPECIFICATIONS ...., (4) 1 "" jC LV ANCHOR BOLTS (PARTIALLY GALVANIZED) �+ O SET FORTH .IN THIS DOCUMENT. FOR PROPER WATER RUN :OFF LOCO DETAIL AWNING 9111M(4) 7'" GALVANIZED WVY: HEX TOP NUT.:. (SEE DETAIL) � � Y IN Tk (4) 1" ID GALVANIZED LOCK WASHER , NDT TO SCALE 1: UNCRATE UNIBODY & CHEEK FOR ANY SHIPPING DAMAGE, (B) 1 {D• 2 DD GALLANIZI D FLAT WASHER FILLED W/ C(TNC. PAI1STEt? F NOTIFY IMAGEC�ONT IMMEDIATELY OF ANY DAMAGE, do (4)` 14 HVY HEX LEVELING NUT, TRAFFIC YELLOW AND EM- LIFT UNIOODY INTO PLACE AND LOCATE AS SHOWN IN FRONT VIEW OR (�j 1 m X 42" ARGHQR BOLTS WITHOUT 8{}idD PLATE BEDDED IN CONC, BASE +C°° P S.I. CONCRETE UNIBODY SHOULD MOUNTED WITH THE BOTTOM OF THE "M" E" }-1 f2'eL ABOVE THE TOP OF THE WALL. 4-1/8" BOLT BITUMINOUS JOINT AROUND � ora L E BOLT MOUNTING ANGLES TO SIGNATURE ROOF TUBES :AS SHOWN IN GRADE PI�EiJECTKSN PIPE �' +�� ICL - SEC71ON A -A. r d I2 X ° ., i.; _ ,:... M R AAAAC: TECT E WARNING OBI " " f M Ii TIE ABs G L: Y Vd I 4, a I TOP F R ASPHALT 7 4: WIRE UNIBODY WITH 3B PIGTAIL SUPPLIED 8 WALL INSTALLER. 3% CONDUIT - ., - °w O SLAB Q AS 1:20c,5 . f �: , .: � c. SYWsP 'OONSSTING OF TRUNCATED WIRE IN ACCORDANCE WITH I NEC AND ALL APPLICABLE LOCAL CODES. FROM BUILDING YI IG 1a DSS DOMES W/ DIAMETtER OF ?N IINAL O.a 5, TOUCH UP PAINT AS NEEDED FOR POWER � / I " ca .,t z . f, ICI I- , G' ,., , .� IN, INEICIHT {!F" Nt]MMLAIi. fl.'Z 1I4, AND E3 II. LEAVE SPACE 2 SAND r:,. ,.? . 3, ,s ,_ _. I N AREA, OF ALL TRASH AND DEBRIS LEFT FROM INSTALLATION. a s . , r .. rs 1 CENTER-TO-CENTER2,3,S ALL C N RA - B CLEAOR STYRDFO'�AM LAYER '` ,., �,-. UT t t c ° o.: BETWEEN TOP OF FOOTING & .i N AL 2,30 , ININGL ICES, d BOTTOM OF SLAB',a a s ._ _ VISUALLY W/ ADrNiNn SUFACES 11 w UNIBOq� t rpc 7 r r' / EITHER LIGHT ON DARK OR D ON 0 z Lt1 Z z DY DETAIL AIde " r' "'" f C, UGHT. MATERIAL USED TO PROVIDE Lx1 0 [L ICI C3 NOT TO SCALE tiq " " 4i I MIN. 5,O° CONTRAST TO BE INTEGRAL PART w 0 CO Of C7 " ill r J DEPRESSED OF WALKING SURFACE - . NOTE: BOLLARDS REO'D AT fib; ., 3UDD Psi CONCRETE CURIE 2 O DIAL BLDG. CORNERS. FIRE v � STATUS AT BY HYDRANTS, WATER METER, o GAS METER, SPRINKLER RISER ' . R SHOWN TRANSFORMER & ALL ADA COMPLIANT SLOPED SIDEWALK PRELIMINARY - UTILITIES AT LOCATIONS SHOWN :,:. PLAN SCALE: AS SHOWN 2-0' IFA ON THESE DRAWINOS INTERIOR 1'-fi„ NOT TC SCALE NOTE & EXTERIOR. BOLLARD DETAIL STREET ADDRESS PLAN CHECKED 1. G.D. TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE NOT TO SCALE:... 868 SUFFIEL STREET ---- AS --BUILT - -. SIGN SUPPLIER: - 2. GENERAL CONTRACTOR CF INSTALL PRE -FORMED,_ PRE -WIRED VEHICLE DETECTORBT{C+J STATE DRAWN s,��. MUST 3. DI12 GREEN GROUNDING CONDUCTOR _ Lt5 BE RUN Clh'CR11'E CONDUCTORS FROM GROUND MB + _ AGAW BUSm LE IN PANEL LP T4 ALL MENU BOARDSAND REFERENCE BOARDS CHECKED BY: JAIL N G I N E E R I Tif 0 CONSTRUCTION CHECI( SATE 4„ ALL UNDERGROUND CONDUIT FDA AUDIO TO BE P.V,C, NO METAL lti_LOIAIEE3. CrM & CONMTWGINGINURR CORPORATE OFFM vl o ,N COUNTY DATE- 05// 0 5, DIRECTIONAL SIGN FOOTING DETAIL TO DE USED FOR ALL ENTER/VIT/WELCOME OFFL ` SIGNS AND DRIVE THRU DIRECTIONAL SI NAOE, COORDINATE WITH THE SITE PLANS AND 362TIJRNPIKE # s K ♦ DOWIC,Mb CT NIAlYAGEAB MCDIaNALD 5 PROJECT MANAGER FOR THE EXACT LOCATION,SbUTHE: (WEI)480 M,10i7Ti • - I* H J I L/ �* ORIENTATION AND NLJpABER �I� N�«,A .: ;; SCALE: AS SHOWN EN PH: SO& i P s A, 4 J L G SIGNS 70 BE INSTALLED AT THIS SITE;; ALL WORK TO BE COORDINATEDWITH ( ? EINt�i.' nC4NBULTIsaNTe W Nr�NVA THE • NIxA NY # DINER TRADES. F i3hIwEn ,FA' 4 FORT LA LE, FL CONSTRUCTION CHECK DATE wWW.13nhletBnpltnwlrrd.Qav1 T�ATNIII7ChPEnacsrUCTs # cEMEFtUALL�',",PA .. «, ,* a. c N ER NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. 6. ALL GALVANIZED ANCHOR BOLTS TO BE SUPPLIED BY THE CONTRACTOR:. ` "071A"°a """` "'tl "�" J NAT ® L MA 9 , ° 415,30 WELCOME POINT FOi NDATION DET I PROJECT LIND, CAD I,D CONNE 26177 CO N S T R U CT I ON NOT TO SCALE (NOTE. FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR) NOT TO BE USED FOR CONSTRUCTION OF 1 -D _j d --5 < TIGHTEN BOLT UNTIL ARM SWINGS TOP OF-\ SUPPLIED HARDWARE MOUNTING ANGLE WITH SIGNiFIC-ANT EFFORT CURB 1/8" RADIUS (7YP) SEALER 0 DRIVE THRU ___n, _1 FORMED JOINT FILLER 8 TUBE 61, 1 2 PIR LINE or P VEMENT NEAT SAWCUT OR MILL 1' 1/8" RADIUS (TYP.) 81� RECONSTRUCTION CF EXIST, PAVEMENT SECTION, POWER BROOM, TACK COAT x DETAIL TIE-IN PROPOSED WEARING 0 D V_Aj L ADJUSTMENT SCREWS FINISH GRADE 3/4" RADIUS 6 " 6 "xWZ 9x2. 9 WWF 11, SEE DETAII. 'S 3/4' RAD.-\ 21-0- Mft COURSE, !Ic SEAL JOINT w/ V-2" EMUL$IFICD ASPHALT C14 4,000 PSI AIR ENTRAINED 1 MIN. 7— 6o IF BAR BINDS BEFORE STOPPING CONC, (BROOM FIN194) IN THE STRAIGHT POSITION, LOOSEN BITUMINOUS CONCRETE 2 0 0 HE ADJUSTMENT SCREWS AND SLIDE 4�. SURFACE COURSE u (J z LONG END OF BAR OUT. USE A PENNY 0 0 0 0 0 �0 A,* m OTH to BITUMINOUS CONCRETE RA E AS A SPACER� V) 9 _> u u U u 0 0 n v 0 COURSE N, JUSTME-W DETAIL 0 0 C) u u 0) EXISTTNG SUBBASE CL Fy 0 z rK (TOP REAR VIEW) I I 12'(TYP) FRONT OF SIGN LLI -9 1 0 c \ A *- SECTION A -A - C) 0 c 151 Fj��N VIEW —IN DETAIL 5 PAINT ALL. STEEL BELOW GRADE NOW -SHRINK SWING TENSION BOLT E PAVEMENT TIE WITH BITUMASTIC COATING AND GROUT 0 <_ D 0 o C) 0 c COMPACTED GRAVEL RAS u FILL EXCAVATION AREA ABOVE 0 C�l 0 0 0 0 NOT TO SCALE 0 CONCRETE WITH GRANULAR MATERIAL 0 0 c 457 D 0- () 0 0 0 0 () c -D SUBGRADE SED C—UR11 DETAIL z z RAVEL) 0_0 COMPACTF DEPRES ?: C) (SAND, G , - , "N il, - \� 0 c NOT TO SCALE 0 1�9 1 4,000 PSI AIR ENTRAINED 0 c) 0 0 0 lEl I M I jEl I F=l I lEI CONC (BROOM FINISH) 0 0 FINISHED GMDE 0 Lai GRAVEL BASE COURSE 0x6`xW2.9x2,9 WINE FINISHED GRADES 6,0" 4,000 PSI AIR -ENTRAINED CONCRETE- f�, (8" AT TRASH ENCLOSURE) 1.5" MHD CLASS 1 TOP COURSE DETAIL ADJUSTMENT DETAIL 0 7. ADJUSTMENT SCREWS (REAR MEW) 6- '%COMPACTED INSTALLATJQN INSTRUCTIONS, MIN, MIN, SUBGRADE 15' MHD CLASS I BINDER 0 0 t UNCRATE AND INSPECT SIGN. NOTIFY IMAGEPOINT OF ANY DAMAGE. 6.0" MHD M1.03.0 TYPE C 0 0 2, USE SITE PLAN TO ESTABLISH POSITION OF SIGN (IF AVAILABLE). BOLTS AND 0 0 0 0 0 GRANULAR SUBBASE 6�00 MHD Ml .03,0 TYPE C LLA DO 1 EXCAVATE FOUNDATION AND POSITION (�O)AWOHOR NOTE: CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED �-TACK COAT GRANULAR SUBBASE BRACE TO PREVENT MOVEMENT THEN UR CONCRETE, ALLOW 0 0 0 00 0011v c1rc TO ��rtc 110m I 010� ;7n(`,FR TO HAVF RIIRRFr) FINISH AND SURFACE SHALL BE TREATED WITH A �D k 4� LIFT SIGN INTO PLACE ON ANCHOR BOLTS AND ADJUST FOR 17711177-1 u vEPTICAL r_.VPZTIKIC O$TUMIMOLIC 4> CONCRETE PENETRANT/SEALER. 0 SURFACE NEW EXIST, CONCRETE AND BASE 0 LEVEL AND PLUMB USING LEVELING NUT& TIGHTEN ALL NUTS. 0 rl� INSTALL DRIVE THRU SM. SLIDE TUBE OVER ANGLE AND SOLT TOGETHER (SEE DETAIL A) THE ENDS OF CURB SECTIONS SHALL BE CHAVIFERED 1/4 INCH, 0 0 1 6. ADJUSTMENT MAY BE NEEDED TO INSURE THE DRIVE THRU BAR lilt > SWINGS PROPERLY- (SEE ADJUSTMENT DETAIL FOR EXPLANATION) COMPACTED GRAVEL BASE LU - THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN & USE NON -SHRINK GROUT TO FILL IN GAP AT LEVELING NUTS 9 A 7� REMOVE EYEBOLT AND REPLACE WITH SUPPLIED HOLE PLUG -A... - - SIZE, COLOR AND FINISH. COMPACTED SUBGRADE DETAIL A J 9. CLEAN SIGN AND DISCARD INSTALLAMN DEBRIS ACCORDINGLY. fND _SfCr10,V TOUCH UP SCRATCHES WITH SUPPLIED PAINT CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS TYPICAL CONCRETE SIDEWALK DETAIL MATCH EXISTING GRADE big CLOSELY AS POSSIBLE, NOTES: NOT TO SCALE -SAWCUT 1. THIS $ A SLIGGESTED INSTALL PROCEDURE, LOCAL REQUIREMENTS MAY EXPANSION JOINTS ShALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET TO BE USED FOR BUILDING SURROUND AND OTHER CONCRETE WALKS, TACK COAT VERTICAL SURFACE AND EXCEED THIS DESIGN. T4E CONTRACTOR S RMP"IRLE TO VERIrf NIS PLAN. DETAIL B 2, ffAvt SIDES Of EXCAVATIBN ROUGH TO KEY F0014MION TO EXCOWATION. (20') ON CENTER USING PREFORMED EXPANSION JOINT FILLER HAVING A USE CHAIRS TO SUPPORT REINFIORCING STEEL DURING POUR. SEAL JOINT AFFER INSTALLATION OF REMM ALL LOOSE DIRT MID DEWS. THICKNESS OF 1/2 INCH, VARIES SEE PLAN NEW PAVEMENT 3, THE SM BEARING CAPACM AT THE ERECTION SIT MUST BE DOPMDEREG WHEN DES113NING ME FOUNDATION. THE Sir% CONCRETE & BITUMINOUS CONCRETE PAVING DET—AIL mANvFACTu*ER Is NOT ABLE TO PREDETERMINE THE SPECIFIC NEWS 1, SEE SITE PI.AN FOR WIDTH AND GRADES NOT TO SCALE OF EACH LGCA'fl CONSULT A LOCAL ENGINEER FOR OES4N PRECAST CONCRETE CURB DETAIL DONALDS ENGINEER TION, PROVIDE CONTROL JOINTS '5'-0" O�C. MIN� ND/OR A CORE SAMPLE. IF I F-STS PROVE CORRECT, PER ABOVE SPEC0CA NOT TO SCALE RESERVES THE RIGHT TO REQUEST A COM CTION TEST 'A 4, PROVIDE EXPANSION JOINTS 20'-0' O-C, MIN. TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE, G-C. WILL BE CHARG IF INSTALLATION IS PERFORMED By 6'-0' ANYONE OTHER THAN AN IMAGEPOINT APPROVED INSTALLER� IMAGEPOINT 1- 1/4" GALV. WILL NOT BE RESPONSIBLE FOR ANY %4 VIOLATIONS OF THE SPECIFICATIONS ANCHOR BOLTS FULL HEIGHT OF CURB 4 SET FORTH IN THIS DOCUMENT. L PN: 11-27-065-9063 z ov-0- 'RLQ' QRIVE THRU CURB TRANSITION 2" 1) USE OF A GATEWAY SIGN IS A RED STANDARD, IT SHOULD FACE TO FULL HEIGHT 1" RADIUS BE LOCATED AT THE DRIVE THRU ENTRANCE BASED ON FIELD 42.7" 0 7; 0 OF CURB CONDITIONS, THE FOOTING IS 18"-24" FROM THE FACE OF Q_ x 0 In GATEWAY CLEARANCE BAR & FOUNDATION DETAIL PAVEMENT THE CURB� 2 NOT TO SCALE SURFACE 2) DRIVE THRU STRIPING SHOULD START AT THE BEGINNING OF 31.2 (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. THE DRIVE THRU LANE. ui CONTRACTOR $HALL OBTAIN FINAL SIPECInCATIONS FROM SIGN VENDOR) 3) USE OF A PRE -SELL BOARD IS 'YELLOW', BUT ITS LOCATION Z Z IS 'RED', AND MUST BE 30' FROM THE C.O.D., AND THE 0 UJ TRANSITION CURB DETAIL 1-1 0 EDGE OF THE BOARD SHOULD BE 18"-24" FROM THE FACE 20.7 0 6 Er- Do NOT TO SCALE OF THE CURB (12" MIN�)� .00, 7!5 LAJ ��__�7 L� Of- 0 4) USF AND LOCATION OF C.O.D. CANOPIES IS 'RED'. THE FACE z 0 INSTALLMIN INSTRUCTIONS TIGHTEN BOLT UNTIL ARM SMNGS 17" FROM 'THE FACE OF CURS� IV) 0 0) UNCRATE AND INSPECT SIGN. NOTIFY IMACEPOINT OF ANY DAMAGE. WITH SIGNIFICANT EFFORTI OF THE C�OD- SHOULD BE Z� x < F- 0 LL; (714 N (IF AVAILABLE). n I- Ld 2 USE SITE PLAN TO ESTABLISH PGSrDON OF' SIC 5) THE CENTER OF THE PRIMARY MENU BOARD IS TO BE 10' 18.7f 0 0 3, EXCAVATE FOUNDATION AND POSITION (4) ANCHOR BOLTS AND FROM THE CENTER OF THE C.O.0, FOUNDATION. THE ANGLE BRACE TO PREVENT MOVEMENT THEN FOUR CONCRETE, ALLOW w OF THE PRIMARY MENU BOARD SHOULD BE 49-59, AND 0- n- < CONCRETE TO CURE FOR 7 DAYS, THE ANGLE OF THE SECONDARY SHOULD BE 39-47, lop LLJ o 75 C LIFT VERTICAL COLUMN ASSEMBLY INTO PLACE ON ANCHOR BOLTS 0 ALLOWING VISIBILITY FROM THE FIRST AND SECOND CARS IN T Z AND ADJUST FOR LEVEL AND PLUMB, TIGHTEN NUTS, REMOVE LIFTING ANGLE, E LINE AT THE C.O.D. THE MENU BOARD END CAP SHOULD BE RD) 0 0 18"-24" FROM 'THE FACE OF CURB, 0 AND PULL WIRE FOR CANOPY LIGHT FIXTURE UP THRU COLUMN, 0 ADJU 6) THE LENGTH OF THE ISLAND SHOULD BE BETWEEN 35--FT 111 6 TOGETHER (SEE DETAIL) On 0 AND 42-FT. 7- ry B. INSTALL 'ORDER HERE" BAR. SLIDE TUBE OVER ANGLE AND BOLT 5. PULL WIRES FOR ORDER CONFORMATION UNIT (INSTALLED BY OTHERS) F1 MENT SCREWS—T 7, ADJUSTMENT MAY BE NEEDED TO INS�)RE THE DRIVE THRIJ BAR IF BAR BINDS BEFORE STOPPING CL LLJ SWINGS PROPERLY. (SEE ADJUSTMENT DETAIL FOR ExPLANATiON) B IFT CANOPY ASSEMBLY INTO PLACE AND SECURE WITH SUPPLIED BOLTS. IN THE STRAIGHT POSITION, LOOSEN L WIRE CANOPY LIGHT FIXTURE WHILE LOWERING CANOPY, THE ADJUSTMENT SCREW$ AND SLIDE 7) THE WIDTH OF THE DRIVE THROUGH ISLAND SHOULD NOT BE 6 LESS THAN 13-FT AT THE WIDEST POINT. 4 REMOVE LIFTING ANGLES. LONG END OF BAR OUT. USE A PENNY 9. USE NON -SHRINK GROUT TO FILL IN GAP At LEVELING NUTS AS A SPACER. 10, CLEAN SIGN AND DISCARD INSTALLATION DEBRIS ACCORDINGLY. 8) THE CENTER OF THE SECONDARY MENU BOARD FOOTING w ADJUSTMENT 291AI SHOULD BE 22" FROM THE FACE OF CURB ON THE OUTSIDE a- 0 TOUCH UP SCRATCHES WITH SUPPLIED PAINT On z ELECTRICAL SP (TOP REAR VIEW) OF THE PRiMARY LANE, AND 6-FT FROM THE TIP OF THE 1, CANOPY LIGHT DRAWS .9 AMPS AND REDS (1) ISLAND. 20 AMP CIRCUIT, 120VAC 2. LAMPS� (2�, F48TI2/CW/RO 3. BALLAST; MAGNATEK 256-246 LSWING TENSION SOLT 9) THE CENTERLINE OF THE SECONDARY C-O-D, SHOULD BE On On NOTE 11-FT TO 13-FT FROM THE TIP OF THE ISLAND, �j Z a 1, THIS IS A SUGGESTED INSTALL P`R0CEOU6E. LOCAL REQUREMENTS MAY 5 z EXCEED THIS DESIGN. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THIS PLAN. 10) THE END CAP OF THE SECONDARY MENU BOARD SHOULD BE c! 0_ 18" FROM THE FACE OF CURB. uj 2. LEAVE SIDES OF EXCAVATION ROUGH TO KEY FOUNDATION TO EXCAVATION, C*4 REMOVE ALL LOOSE DIRT AND DEBRIS� 0 , V) Lij Lli 3. THE SOIL BEARING CAPACITY AT THE ERECTION SITE MUST BE 11) THE DISTANCE BETWEEN THE TIP OF THE ISLAND AND THE C) CONSIDERED WHEN DESIGNING THE FOUNDATION. THE SIGN CENTER OF THE PRIMARY C.O.D. MUST BE BETWEEN 10-FT ry MANUFACTURER IS NOT ABLE TO PRE -DETERMINE THE SPECIFIC NEEDS (7) OF EACH LOCATION. CONSULT A LOCAL ENGINEER FOR DESIGN SPECIFICATIONS. AND 15-FT, u- r-) $REAKER IN�TALLATION INSTRUCIlDbIll 12) THE DISTANCE FROM THE CENTER OF THE OPENED CASHIER < E J) N I , OPEN BOTTOM Acm PANEL TO ACCESS LOWER SPEAKER SHELF. Av&5JMiN_T_D_ "TL WINDOW TO THE CENTER OF THE PRIMARY C,O,D. SHOULD 8 2, REMOVE ACM PANEL AT TOP SPEAKER LOCATION TO ACCESS SHELF. ADJUSTMENT SCREWS (REAR MEW) 6C', 80' OR 100', Lli 1 INSTALL SPEAKERS PER SPEAKER MANUFACTURES RECOMMENDATIONS. F_ 13) THE MINIMUM RADIUS ON ALL DRIVER SIDE CURBING IS 20% L < NON -SHRINK 5'_U" 0 GROUT re 0 0 C*4 1 1/2 �m. E 1/8, Lu 7, _ Q� MOUNTING ANGLE LLj < 2-6 DETAI 0 GRW k I - 0 clllj z 1 14'-9 7/8" TUBE MOUNTING DETAIL-/ a- LLi V) SUPPLIED HARDWARE < (if 11/16" z Z F- "09- ORDER HERE TUBE 1 0 DETAIL 0 GROUT n 114RE-molwiNg DETAIL 44 91 q DE THE REGIONAL CONSTRUCTION MANAGER w PAINT ALL STEEL BELOW GIZA WITH SITUMASTIO COATING AND DOUBLE DRIVE—THRU IS TO REVIEW AND APPROVE ALL FILL ExCAVATIGN AREA ABOVE On 0 Z SCALE: 1 10' DRIVE-THRU LAYOUTS. A DRIVE-THRU IS CONCRETE WITH GRANULAR MATERIAL M _�t 0 (SAND, GRAVEL) 4� (4) 1 GAILV. FINAL, AND CONSIDERED "RED", ONCE V— w ANCHOR BOLTS Ld PN- 11-27-065-9062 NOTE; NOTE: APPROVED. NO CHANGES ARE TO BE u z uJ Z z UJ 0 0. 0 3: FRONT OF SIGN _O' ANGULAR DIMENSIONS ON MENU AND PRE -SELL BOARDS LINEAR DIMENSIONS ARE MEASURED PERPENDICULAR 'TO MADE AFTER THIS POINT. ANCHOR BOLT PATTER ARE MEASURED BETWEEN THE REAR BUILDING WALL AND THE BUILDING FACES SHOWN UNLESS OTHERWISE NOTED. THE PANEL OF THE BOARD, STATUS DATE BY PLAN SCALE: AS SHOWN PRELIM�NARY CUSTOMER ORDER DISPLAY DETAIL NOTE� NOTE: 7HE PLACEMENT O� THE CODs SHOULD BE SUCH THAT IT ALL SIGN E*LLARDS ARE TQ BE 18"-24" FROM FACE OF NOT TO SCALE PREVENT% OR MINIMIZES, BLOCKING THE CUSTOMER'S VIEW CURB, THIS �S MEASURED FROM THE CLOSEST POINT ON STREET ADDRESS PLAN CHECKED (NOTE- FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR, OF THE MENU BOARD WHILE ORDERING, THE SIGN. CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) 868 SUFFIELD STREET AS -BUILT TOWN STATE DRAWN BY: SJL it)%JrILER lir%0HLEx%. AGAWAM MA CHECKED BY: JAK E N G I N E E R I N G CONSTRUC7�14 CHECK DATE CORPMTE OFFICE,- COUNTY DATE 05/04/09 SURVEYM w"A"'m =TURNPIKE ROAD PROUCr M"AGMS SOUTHOOROU(;K, MA DIM + AlIWJ`F MY HAMPDEN 0 PU034ASE, MY + 97MING,VA SCALE: AS SHOWN PH: (MB) 480-M 9NMOMUMAL CONSULTAIM 6 Pj*wwOmN W WAMNIVIN, VA I:X: (5M) 480-M CONSTRUCTION CHECK DATE www.8ohIwEft9inmfi%.cM + GWAMW PA Pow vms"ua, FL Atom 4 0*=VAWZY^ EER NATIONAL STORE NUMBER PLAN DESCRIPTION SHEET NO. . ....... . , ? 0lT:U'PRllV LPROEFORMED JO IAIL T. t1l G SUBBI!l Z�� 31 _-;� eal 41530 PROELIMINARY PROJECT No: CAD I.D, #: C 177 CONSTRUCTION W051094 W051 094st32.dwg DETAILS NOT TO BE MED FOR CONSTRUCTION OF 15