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8164_SITE PLAN - JC JC REALTY TRUST - CAR WASH - MILL, POPLAR AND SPRINGFIELD STS. SC/� C deal + y Trust Cor - M Hop C( r `�� "� a�. � ,� �... ��.�we �- a�,�� .w a �..» u , �., t, �<< x„F The Agawam Advertiser News � December 6, 2001 - 3usiness Laser Auto Wash now open.' N" ',. I cl °� kt t r� r I F f s' *4}�ik# � $: Y '�•''s.YES �1 MyWg gigs € a gat k s Rj fig AN III z- s � LASER AUTO WASH, located at 92 Poplar Street(corner of Mill and Springfield Streets), has been open for the past few weeks and is truly a state-of-the-art facility. In tarp photo: Owner' x 'bony Parrelli, Mayor Richard A. Cohen, and Agawam Planning Director Deborah Dachos F cheek out the four different menu items offered to motorists. In photo below:The Agawam High cheerleaders were out promoting Laser Auto Wash on "Grand Opening" day (Saturday, December Ist), with part of the proceeds earmarked) to benefit the cheerleaders. hack;:row - Jule Pootz, Mill Nunziato, and Stephanie Sadowski. Front raw - Cori Verteramo Taryn i Lapponese, Biro Ch ura, and Laura Keller. Advertiser stews photos by Kathy Shepard. 1 fl, 4tl L. -4 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 18, 2001 DATE RECEIVED: June 15, 2001 DISTRIBUTION DATE: June 15, 2001 PLANNING BOARD MEETING DATE: June 21, 2001 APPLICANT INFORMATION 1. Name of Business: Not named yet. Address: Address should be determined. 2. Owner: C & P Real Estate Address: 36 Ramah Circle North, Agawam, MA 01001 Telephone: 567-7681 Fax: 786-1354 3. Engineer: Joseph D. Lagrasse & Associates Inc. Address: 1 Elm Square, Andover, MA 01810 Telephone: (978)470-3675 Fax: (978) 470-3670 PLAN REVIEW Scale: 1"=20' Date: June 12, 2001 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Street address should be placed on the plan. Plan should be stamped by an Engineer. Description of Project: Proposed construction of a three bay car wash with future expansion for a gas station, convenience store and ATM machine. Site Plan Review Page 2 Description of Site: On the site there presently exists a single family dwelling. The applicant must show all structures on the plan and indicate what is to be done with them. Provision for Traffic Flow: The plan shows one curb cut on Springfield Street, one on to Poplar Street and one on to Mill Street. The Mill Street curb cut appears to be one way. The plan is difficult to read. Widths of the driveways and radii are to be shown. Parking: No parking is shown. Drainage: Must be approved by the DPW. Public Utilities: Al proposed utilities are to be shown on the plan. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Should be noted on plan. Exterior Lighting: Must be shown on plan. Cut sheets for all lighting should be supplied. Rendering or Elevations: Colors and textures should be supplied. Dumpster Location: Dumpster must be screened and fenced. The height and type of fencing and/or screening must be shown on the plan. Other Comments or Concerns: A more legible plan should be submitted for review. TowN OF AGAWAM MEMORANDUM s 1 Zb Building Dept. CC Planning J File From: Engineering Date: November 20, 2001 Subject: JC Car Wash - SP 381 Punch List Per your request, we have made an inspection of the subject site today and report the following: A final walk through was performed at the JC Car Wash. All items relative to Engineering have been;satisfied. If you have any questions, please do not hesitate to contact our division. Sincerely, � L y Pichard S. Seidnitzer James T. Daley, P.E. Civil Engineer I Town Engineer y `l t i" S:\SITEPLAN\Sp381-01.wpd C �. Town of Agawam may 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 Tel. 413-786-0400 September 19, 2001 Jeffrey N. LeBeau Jr.,P.E. Baystate Environmental Consultants Inc. 296 North Main Street: East Longmeadow,MA 01028 Attached are two pages that show the drain line and direction of flow between the two drain, manholes:shown on your plan sheet U-1, "Site Utility Plan"Proposed,Car Wash 92 Poplar Street Agawam, MA 01001. These pages were copied from a drainage study prepared by a consultant and from Massachusetts State Drawings for Intersection Improvements. Please revise and resubmit sheet U-I to show the drain line between the two drain manholes and also label the direction of flow on all drain lines entering and exiting the two drain manholes, Sincerely, Harold D. Piligian, E.I.T.. James T. Daley,P.E. Civil Engineer I Town Engineer cc DPW Supt. Jack Stone; Planning Board : 0 �,y S F y a if f h:lengeneerlspl3 8 1104.wpd' AMM6N rago IS ,° FLUS Ile u. r 5,4TVAE'R LTA 1 '' a jo t A � a d r 1771 R.) � r .. te . .. ► t _ ry 1 y r ET slap(AA) or FW5T T (R E-x I 3T, D F7Y V r_- e �E vez Y. 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S�'P'' 4 ti' 3 - $ §'d a}'*. 3 � I �t ,t x ya. 0 0 TowN OF GAWAM MEMORANDUM To: Planning Board CC: File From: Engineering Date: August 29, 2001 Subject- JC/JC Car Wash.- Springfield, Mill, and Poplar Streets - SP381 0 Baystate Environmental Consultants and Josepb D. LaGrasse Associates, Inc. have mailed a set of the final construction drawings that address engineering comments. Provided is a set of the submitted final construction drawings. If you have any questions, please contact our division. Sincerely, I Harold Piligian, E.I.T. Civil Engineer I s-Asp4381%02.wN %AWN TowN MEMORANDUM 0 To Dominic Urbinati CC: John P. Stone, DPW Supt., Planning Board, Pile From: Engineering Date: August 2 , 2001 Subject: JC/ C Car Wash- Springfield, Mill; and Poplar Streets - SP381 We have reviewed the revised plans from Baystate Environmental Consultants dated 8/22/01 entitled "Site Utility Plan" and from Joseph D. Larasse Associates, Inc. dated 6/12/01 revised 8/20/01 entitled "Laser Car Wash, 92 Poplar Street, Agawam, A" for compliance with our comments per Planning Board approval letter dated June 26, 2001., All engineering comments; have been addressed. To expedite the release of the "Service Availability and'Permit Applicability" for forni for Anthony Parrelli 36 Ramah Cir, Agawam, MA we have signe4 the building permit with the understanding that the owner's engineering consultants will nail copies of the final revised plans to our office. Jeffrey N. Lebeau, Jr. o Baystate Environmental Consultants, Inc. has stamped the Drainage Calculation with his Professional Civil Engineering seat. If you have any questions, please contact our division; Sincerely, RaroId Piligian, E.l. James T. Daley, P.E. Civil Engineer I Town Engineer s.% \381\02. , 1 { x LAZER AUTO CENTER' FEEDING HILLS, MASSACHUSETTS' JULY 16, 2001' FROM: LAZER AUTO CENTER TO DIRECTOR OF PLANNING & COMMUNITY DEVELOPMENT DEAR DEBORAH,; PLEASE BE ADVISED THAT THE OFFICIAL NAME FOR AUTO WASH AT 92 POPLAR STREET, FEEDING HILLS;, MA WILL BE LAZER AUTO CENTER. ADDITIONALLY, THE BUILDING WILL BE BRICK AS PER PHOTO' SUBMITTED AT THE JUVE 21, 2001 PLANNING BOARD MEETING. IF YOU HAVE ANY FURTHER QUESTIONS'I MAY BE REACHED AT 531-5298., SINCERELY, TOARRELLI y . JUL 1 8 2001 F PLA� I Y TOWN OF AGAWAM fl MEMORANDUM `lb Planning Board CC: John P Stone, DPW Supt., Pile From. Engineering Date: June 29, 2001 Subject: JC/JC Car Wash- Springfield Mill, and Poplar Streets - SP381 Per your requestdated June 15, 2001, we have reviewed the above referenced site plan entitled "Site Improvement Plan, JC/JC Realty Trust Car Wash, Agawam, MA" by Joseph D. LaGrasse Associates, Inc. dated 6/12/01, and we have the following continents; 1. A Storm Drain Permit is required for this site. The applicant must submit drainage< calculati ns for the 2, 10, and, 100 year storms. Detention will be required to ensure than the proposed peak rates of runoff will not be greater than:the existing. Also, the plan should show the existing drainage systems in Springfield, Poplar, d Mill Streets. The= plan shows the site drainage discharging to an existing catch basin on Poplar Street, but does not slow what that catch basin is tied into. 1 The plan should show the street address 92 Poplar Street:.: 3. The plan should show the location of the proposed sidewalk (details are drown) and a detail of the handicap ramp. . The handicap parking space must be van accessible (S' wide with ail S' wide access aisle) ;. We recommend that one of the exit drives ,along Springfield Street be eliminated. .Also, if the westernmost exit drive along Springfield Street is to be used as an exit only, we;, recommend that the width be limited to approximately 12 feet. .All radii must be labeled. The driveway on Mill Street shall have "Do Not Enter" and "Exit Daly" sighs. It looks a if the applicant's intent was to have these sign, but some of the ter °ia.` t• f on the plan. Also, the applicant should show an analysis of g tl e' ill Street.exit or the exit should be re-designed to be right out only. June 29, 2001 SP-381 Page 2 7: The plan must show a benchmark. 8. The plan should show the location and a detail of the proposed business sign. 9 The plan should show the location of the proposed kiosk that is shown on the detail sheet- 10. The sanitary sewer rims, inverts, slopes, size, and type of pipe must be shown. Also, the plans must show a detail of the proposed sanitary sewer manhole (with brick invert), MDC trap, and typical sewer trench section. According to John Savioli, Deputy Supt. of Water & Sewer, the sewer connection shall tie into the existing sewer manhole in the intersection of Poplar and Mill Streets, 11, The plan must show the proposed water connection location, size, and type of pipe. The existing �vater mains are,not shown correctly. The applicant should plan on connecting to the 8" water main in Mill Street at the intersection with Poplar Street Oust no of the existing drain manhole). See John Savioli if there are any questions. 12. The radius curbing at the Mill Street and Poplar Street entrances shall be vertical granite curbing. The radius curbing on Springfield Street can be bituminous curbing. Wherever curbing is shown on the plan, its type should be noted (the information provided is not clear). 13. The following notes shall be added to the plan: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Aga is Engineering Division, 786-0400 ext. 275. No piping/appurtenances will be installed or backfilled without the permission of the division." "All plafttings 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." If you have any questions, please do not hesitate to contact our division. As the drainage system requires substantial revisions, we may have further comments. Sincerely, Jennifer Grabowski, P.E. atnes T. Daley, P.E. Civil Engineer H Town Engineer 0s038t%OLwPd TOWN OF AGAWAM 6 MAIN STREET A AWAM, MASSACHUSETTS 01001 Tel. 41 -756-040+ PLANNING BOARD June 26, 2001 P deal Estate 6 Ramah Circle Agawam, MA 01001 To Whore It May Concern: At its duly called meeting held on June 2.1, 2001, the Agawam Planning Beard voted to approve the Site Plan entitled `Site linprovernent Plain,JC/JC Realty Tryst, Car Wash, Agawam, "� prepared by Joseph P.Lagrasse Associates,Inc. and dated Jute 12,2001 with the following editions: the applicant is to address any comments from the Engineering Department's review; the exterior of the building shall be brownstone colored block as discussed at the meeting; and the dumpster location is to he moved ftuther from the street and the applicant is consider enclosing the dumpster as discussed at the meeting with masonry on three sides with a gate. If you have any questions,please contact this office at 76-0400, extension 283. Sincerely, s Dennis B. Hopkins, Acting Chairman AGAWAM PLANNING BOARD DBH:prk cc: Building Inspector Engineering Dept. Town Clerk Pile AQ ,,roWN OF AGA A . 6 MAIN STREET ACA WAtil. MASSACHUSETTS 01001, Tel. 413-M, -0400 MEMO` TO Planning Board FROM: Engineering Department DATE: June 21,2001 SUBJECT: Site Plan Review - Car Wash-Mill,Poplar and Springfield Streets - SP 381: Please be advisedthat this office received the Site Plan for the proposed Car Wash at Springfield,Mill and poplar Streets on June 18,2001 Due to the poor quality of the print,the plan was illegible. We received a better copy of the plan this afternoon but will not have time to review it prior to tonight's meeting. We will provide our comments as soon as possible. Sincerer, t Jennifer Grabowski, P.E. Civil Engineer 11 2001 PLANNIN01 WN OF AGAWAM '_ 36 MAIN STREET AGAWA'4 , „ IASSACHLISETTS 01001 Tel. 1 - • 00 MEMO TO: Building Inspector,Engineering Department,Police Department;Fire DepaMent FROM: Planning Board DATE: June 15, 2001 SUBJECT Site Play:-JC/JC Realty Trust- Car Wash-Intersection of Mill,Poplar and Springfield Streets Please review and comment on the attached Site Plan for JC/JC Realty Trust- Car Wash, at the intersection of Mill, Poplar and Springfield Street, prior to the Board's June 21" meeting;. Thank you. DSD/js Attachment ' " AM R E DOWTMENT DATE. A SIGN..aa.... ..:+e .rw. raatis. :tc+. ----------- 1 V� TOWN OF AGAWAN4 M 3 r AI't S7C'R T AGAWA I, NI�iSSACH�f..�SETTS 010Ji:' Tel. 41 -786 MEMO TO: Buildina'ln pectcr; Engineering Department,Police Department Fire Department FROM: Planning Board DATE: June 15, 2001 SUBJECT: Site Plan-3CIJC Realty Trust-Car W -Intersection of Mill,Poplar and Springfield Streets Please review and comment on the attached Site Plan for JCIJC Realty Trust-Car Wash, at the intersection of Mill,Poplar and Springfield Street, prior to the Board's June 21' meeting. Thank you:. DSDlj g Attachment e 4 tncm /Ve -0 P m; -n` rn d ' z,, =s A �! TOWN OF AGAWAM �e q. ;:' ,6 MAIN STREET ACAWAM, MASSACHLiSETTS 01001. Z Tel. 4143 7W0400 1 MEMO' TO: Building Inspector,Engineering Department,Police Department,:Fire Department FROM Planning Board DATE: June 15 2001 SUBJECT: Site Plan- JC/JC Realty Trust- Car Wash-Intersection of Mill,Poplar and Springfield Streets Please review and comment on the attached Site Plan for JC/JC Realty Trust- Car Wash, at the intersection of Mill, Poplar and Springfield Street, prior to the Board's June 21" meeting. Thank you. DSD/jsg Attachment ij x r i:SA i fil4'f�il �Ji I�. AGAWAM PLANNING BOARD '0 1 JUt4I '19 3 ( 8 Farm D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to Agawam Punning board Office of Planning and Community Development 36-Main Street Agawam,MA 0100 1. Name of Business YET TO BE NAMED AUTOMOBILE CAR WASH Address INTERSECTION OF MILL, POPLAR AND SPRINGFIELD , STREET -- Telephone 567 7681 Fax 786 1354 2. Name of Applicant/Owner C & P REAL ESTATE' Address 36 RAMAH CIRCLE NORTH, AGAWAM MA 0100-1 567 7681 786 1354 Telephone Fax - -- JOSEPH D . LACRASSE & ASSOCIATES INC . 3 Name of Engineer/Architect Address EKM SQUARE, ANDOVER, MA 0181.0 Telephone 978 470 3675 Fax 978 470 3670' es 4. Please give a brief description of the proposed project. THREE BAY CAR WASH, WITH FUTURE EXPANSION FOR GAS STATION, CONVIEN,CE STORE AND ATM MACHINE. Revised 9/12100 " } B jol � �. lip' MAI 1043 "PN stab, 48 Igo o \ Idol il 5 jj 77 45,- f t e a m ��ts " O . TAIC M " ' r ;ENE. zoo( * . vo , fo 1,14 0 Tr 1 101 A4j MA. WALTER F. t �4�t1K£i JVt 1 1 D E�,1, , + h y. 22d4 i �'r 1 s q , 3 `i , I /0 54 r 56 i act,' o li � P 10 JOUD 00 ,_D� r f OSr�Ei - " 1 oz 7 1 i lot. �n1 A3 3 - 6 c4 JS f ` 403 AYb 2 � - / yin ca, 'b"X 410 c}fir,-}. • /) i o� WA �_.i 11� K�..:fi`T`- , C .LS r .. .,r�` . 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Lasing native sail, backfill and compact behind and in front of the base course to a level even with the grade in front of the wall. Next, place and compact 1" of drainage aggregate behind units. Stack units one course at a time. Set units hack / " and insert two pins in front holes of units so they fall into the rear slots of the units beneath. Tap pins, with another pin and a mallet to properly set therm. dace and compact drainage aggregate behind each course as it is completed. http://www.versa-lok.com/install.htrn 0 1 Versa-L ok - Instal lation, A e 46- 401M VERSA-LOA Retaining Well System@ Revised.114159 http:// ww.v r a-lok.con-i/in t ll.htm 6/ 0/01- Ar A F A "THA 7AIIAL1497A07790MG 1411low FEATURES & SPECIFICATIONS HOUSING —Rugged, heavy -gauge, Althick, lightweight extruded, alu- minum housing. Square shape, seam -welded and internally seated for weather -tight integrity. Standard finish is dark bronze (CID11), polyester powder, applied and oven -toted, Other powder architectural colors available, DOOR FRAME — Naturally anodized, extruded, aluminum door frame is seated to housing by a silicone, closed -cell gasket and is secured with (3) quarter turn closing screws. Can be hinged from any of the four sides. OPTICAL SYSTEM - Reflectors are anodized and segmented for supe- rior uniformity and control, which allows the flexibility to mix distri- butions without compromising the overall fighting job. Reflectors attach with tool -less fasteners and are rotatable and interchange- able. Three cutoff distributions available: Type 11 (Roadway), Type III (Asymmetric), Type IV (Forward Throw, Sharp Cutoll). LENS — Lens is,125" thick impact -resistant, tempered glass, ELECTRICAL SYSTEM — High reactance, high power factor ballast for IODW, Constant -wattage autotransformor ballast for 15D-250W. Bal- last is copper wound and 100% factory tested. Removable power tray and positive locking disconnect plug, SOCKET — Porcelain, horizontally -oriented, socket with copper alloy, nickel -plated screw shell and center contact. Modium-base socket used with 1OOW and mogul -base used with 150-250W. UL listed 15OW-6DOV. INSTALLATION — Extruded, V aluminum arm for pole or wall mounting is shipped in fixture carton. Optional mountings available. LISTING — UL listed for wet locations. Listed and labeled to comply with Canadian Standards(see Options(:; Specifications EPA: 1.3 ft2020) (includes arm) Square. 15-11116 (3911 Depth: 0-3/4 J22.2) Aim lotigft 4 00.21 Weight: 2S8 lbs 112.lkg) At" Lighting K b4"-h'E 1 METAL HALO(E 10OW, 150W, 175W, 20OW, 250W 15' to 25' Mounting - 1-7 D _Ar4__ Square All dimensions are inches (ceritimoters4unless otherwise specified. Mounting, Quillaft admuilm2lite Plot, RPJ% DA12? 5 WOXK,DA12WB 0 Ww1tX 7 ORDERING INFORMATION Example: KSE1260MR3120SP045FDDB Choose the boldface catalog nomenclature that boa suits your nestdo and wma it on the ttrio= order rtaa as, soperab& catakil; number- KSE I 250M Searles l/oltag+e itingla E7_ Options XSEI 100M Y'Sts 1W XSEI ITSM KSE1 20OW 120 SP04 Square pole IV arm) 2081 (standard)' 240' SPOS Square pole pir arm) 271 RP04 Round pole Ir ermF Shipped installed In Fixture Architectural Color SIF Single fuse 1120, 277,347V) Itrowdar flitish)A DI' Double (use (208, 240,4840 Standard Co PER NEMA twist-( k receptacle DDB Dark bronze (stendaM KSE1 25W 1 347 RPOS Round pole (9" arm) only DWH White 480 ibution 1 I WWO4 Wood pole or wall 14' a*3 QRS Quartz restrike system 000W DBIL Black Classic Colors T82 max) Jistrip not inciudedl R2 JES Type 11 roadway WW29 Wood pole or wag IT EC Emergency circuit DMEI Medium bronze R3 IES Type III asymmetric arm) CR Corrosion -resistant finish DNA Natural filuminum R45C IES Type IV forward W804 Wall bracket W arm) CSA Listed and labeled to comply MS Sandstone DGC Charcoal gray throw, sharp cutoff WBOS Wall bracket IS' arm) with Canadian Standards NOTM UARM When ordering KMA, SCWA Super CWA Puise Start Ballort DTG Tennis groan Daft Brigirt rod I ContutilocieryforayoilabilltVitiCsnada. DA12 ITO only) DS8 Steel blue 2 Optional muni-teptrallost (120,208,240,277V)- 112C, URPS1. Low Loss Reactor Pulse Start $1161:4114 277,3AWinCoos".1 OPTIONAL MOUNTINO Britain (277V only) 3 The SPOS, RFO9orWyV09 mostboosedwhentwoor (shipped separately ll SOW Dark bronze more luminaires are oriented on a 90' drilling pattern, SOWN White 4 May be ordered asaccdlsory, DA12P Degree arm 1polal Shipped Separatel3r' SM Black 5 A40i nalarailecturalcolorcovailable; see Architectural Colors brochure DA12WB Degree arm (wall) PEI NEMA twist -lock photocontrol, SDI NOtUF OI aluminum form no. 794.3. KMA Mast arm adapter 1120, 200,240V) SMS Sandstone 6 For elm mounting, rotor to technical data sectloo in me Outdoor binder for drilling lamplate. KTMB Twin mounting bar PES NEMA twist -lock photacontrin SDTG Tennis green 7 Sloping is avaitablie in ft too colorw listed ontv, (347V) SM Bright red 8 May..be ordered with SCWA or LLRPSL. PE4 NEMA WsWock, plitlocontiol SOMA Back blue 9 Most be ordered with SCWA or LLRPSL. (48OV) SDGYM Gray PE7 NEMA twist -lock photocontrol SDVW yellow Accessories, TertortMountiAqSliprittor f0rderseparateFyi 12771i) Arch temaral Class 1 Anodize Number of fixtures SC Shorting cup for PER option ADS Dark Bronze Tenon 0.0. One Two*l$D* TwqM'11 3hroor*120* Three"*3 Tour GS10*3 KSEIHS House side shield ("I ABL Black 2.3ir TZO-190 T202110 TZO-290 T20-320 1`20-144 T20-490 KSETVG Vandal guard 2-7/8' T25-190 1`25-281111 T25-290 TZS-320 T25-3110 T25-4190 4" T35.190 T36-280 T35-290 1736.320 TIS-300 T36-490 OUTDOOR 565-KSEI KSE1 Premium Cutoff lighting Coefficient of Utliixation Initial Footcandles �.:......- a 1195020554 r WhIg.1195020534 tP t t r. t 25OW Meta! Halide lamp, 2DOW ratetl furnami. toftandle values baW to 3Y Oisttillitrt an II, t NOTES: t. Photometric data for other distributions can be,ac- cessed from the Lithonis Lighting webelte. twww lthonia_com) 2. for electrical characterialics, consult technical data tab. I Tasted to current t $ and NEMA standards under stabifizoo laboratory conditions. Various operating factors can cause differences between laboratory and actual field measurements. Dimensions and specifics- tions are based on the most current' available data and are subject to €hange. 555-KSEI 01999 uthonia Lighting. Rev, WN 5f5KM 25OW Metal Halide lamp, 2moo rated to . Wmille Values baw on 35, tfibutloo III totalf KSEI 250M R4SClost No.1195021808 CaEffamorunLam - _ Mounting Height Correction Factor WuldPly the fc lever by the correction factor) 15 iL-t 25 ft...64 s NWw auniingp Height tt �a�• P # Page I of 5 __Mom4!1 Productsa Seamh 'TS 'U X, t UbrawiiiiiiiiiiiFi Software 2ales !i!1Fggmmerce III jile Tools K$E: RMdwqtLEg@WM IS000000%I PhYIZL� I Uh6a I pt" Ca A Ho KSEN* Symmetra Premium Cutoff, Square A VIA JUN 2 1 2001 PIA ijvAr Typical area of Use- Outdoor K q: a all# 11 Ig III* Features: Hou§ing: Rugged, heavy -gauge, extruded aluminum housing. Square shape, seam - welded and intenially sealed for w6athertight integijty� Standard finish is dark bronze: �no*_diie ildbilb. Optics: Anodized segmented panels tabbed and riveted to aluminum reflector housing. Reflectors are rotatable and interchangeable. Four cutoff distributions available: Type 11 (Roadway), Type III (Asymmetric), Type IV (Forward throw, sharp cutoff), Type IV (Wide, forward throw)) and Type V (Symmetric). Door Frame. Naturally anodized, extruded aluminum door frame sealed to bousing by silicone closed-tieu gasket and seored with (3) quartemurn closing screws. Can be hinged fr6m any of the four sides. Mounting- Ektruded 4" aluminum arm for polio or wall mounting shipped in fixture carton. Optional Mounting$ available. Electrical System: High power factor , constant -wattage autotransformer ballast, copper wound and 100% factory tested. Removable power tray and positive -locking disconnect http.-Ilwww.lithom*a;coo®ruc(S!CaWog6ftl Versa-Lok - Installation ," The following information is provided to give you:a general understanding of retaining wall construction. If you are building a VERSA-LQK retaining wall yourself, please request a Design & Installation Guide available free from your supplier, through our "FREE Helpful Stuff" section, or by calling (►) 770-4525. Important: Walls which support heavy loads or exceed' four feet in height require special soil reinforcement and often professionally designed plans. please consult qualified engineer if unsure about any construction, site or soil conditions. also be sure to check local building codes before wall construction or design. Step Uveling •.* Preparation VE SSA-LOK walls should be placed on a'leveling pad of well -compacted gravel, crushed stone or coarse sand approximately6" thick and 4" wide. The first course of R A-LOK. units should be embedded below grade approximately 1110th of the exposed gall height. Excavate to lines and grades you've established for your walla allowing for the leveling pad and unit embedment, Place and compact leveling pad material. 7i may be helpful to add a thin layer of sand to create a uniform., level pad. http-//www.versa-lok.coni/install.h 6/ 010 Versa-L:ok - Installation Place VERSA-LOK units on prepared leveling pad. As you proceed, level each unit front to back, side to side, and with adjacent units. Leveling is critical at; this stage, so take your time! Align straight wall sections using a string line or by sighting down the grooves on unit taps. if your wall has a corner, begin at the corner and work out from there. Using nature sail, baekfill and compact: behind and in front of the base course to a level even with the grade in front of the wall, Next, place and compact 12" of drainage aggregate behind units. Stack units one course at a time. Set units back 14" and insert two pins in front holes of units so they fall into the rear slogs of the units beneath. Tap pins with another pin and a mallet to properly set there. Place and compact drainage aggregate behind each course as it is completed. httpw//www.versa-Jok,com/install.htm /20/ 1 Versa-Lok - Installation Page 3 of 3 Step 5 Install Caps After completing the top course of your wall, install VERSA-LOK caps, either with a slight overhang (recommended), set back or flush with the wall face. Use VERSA-LOK concrete adhesive to secure cap units to the wall. 4019" VERSA-LOK Retaining Wall System& Revised:94149 TOP OF PAGE AL-, Wul COMPONENTS FREiO'UENTLY ■ ASKIED04MSTIONS http://www.versa-lok.com/install.htm 6/20/01 Catalog Number Type FEATURES & SPECIFICATIONS HOUSING —Rugged, heavy-gauge,.12" thick, lightweight extruded, alu minuet housing, Square shape; seam -welded and internally sealed for weather -tight integrity, Standard finish is dark bronze (DUB); polyester pounder, electrostatically- applied and oven -cured. other Area Lighting powder architectural colors available. DOOR FRAME- Naturally anodized, extruded, aluminum door frame is sealed to housing by a silicone, closed -call gasket and is secured with (3) quarter turn closing screws. Can ba hinged from any of the four sides; OPTICAL SYSTEM— Reflectors are anodized and segmented for supe- rior uniformity and control, which allows the flexibility to mix distri- butions without compromising the overall lighting job, Reflectors ,attach with tool -less fasteners and are rotatable and interchange- able -Three cutoff distributions. available: Type II (Broadway), Type III (Asymmetric), Type IV (Forward Throw Sharp Cutofff._ LENS Lens is .125" thick impact -resistant, tempered glass. ELECTRICAL SYSTEM — High reactance, high power factor ballast for 100W, Constant -wattage autotransformer balla tfor 150-250Wa Bal- last is copper wound and 100% factory tested.Removable power tray and positive locking disconnect plug. SOCKET — Porcelain, horizontally -oriented, socket with copper allay, nickel -plated screw shell and center contact. Medilam-base Bracket used with 11W and mogul -base used with 150-2 UL listed 1 V; INSTALLATION— Extruded, #" aluminum arm for pale or wall mounting is shipped in fixture cartort. Optional mountings available. LISTING — UL listed for wet locations- Listed and labeled to comply with Canadian Standards (see Options). METAL HALIDE 19OW, 150W, 175W, 20OW, 25OW 15' to 25' Mounting' Q Arm Square All dimensions are inches iceratin�rerslunless otherwise a�retmiriett., Specifications EPA: 1,3f 2(.l2m2) hircludes arm( Square: "15-11116 (391) Depth: 6-3/4 (22,21 Arm length: 4 (10,2) Mot, Linn o m 0 lul 9 Temdlaae¢ SPxx, 4SPnx, OiLr2P' S Weight: 26.6 Ibs 112;tkg} wa,ur, DA12WO s wwXX i ORDERING INFORMATION Example: KSE125 RS 1 SP04 SF ODB Choose the boldface catalog nomenclature that best suits your needs and wro it on the appropriate line_ order accessories as separate catalog number, KSE1 Mounting Series lfoltaage Options KSE1 100M 120 SiPO4 Square pole R" arm) Shipped Installed In Fixture Architectural Colter KSEI ISOM' 2081 (standardl3 SF Single fuse 1120, 277, 347V) (powder finishls KSEI 175M 2401 SPOS Square pole Rr arm( DF Double fuse (208, 240, 48OV) Standard Colors KSE1 20OM9 F77 RP04 Bound pole (4' armll� P'Ei! NEMA twist -lock receptacle DDB Dark bronze (standard) KSE1 225trW 347 RP09 Bound pole (9" arm( only DWI Whig Distribution 4801 WWO4 Wood pole of wall t4' QRS Quartz restrike system f101V� DBL Black Classic TS z arm maxi Ramp, not included) R2 IES Type II roadway WtiMtFg 4Notad pole or wall C9" EC .Emergency circuit: DMB Medium bronze R3 tES Type Ill asymmetric arm) CR Corrosion resistant finish DNA Natural aluminum R4SC' IES Type: IV forward: W804 Wall bracket (4"" arm( CSA Listed and labeled to comply Sandstone DGG Charcoal gray throw, sharp cutoff W809 Well bracket (9- arm) with Canadian Standards MOTES: UARM When ordering KMA;, SCWA Super CWA Pulse Start Ballast DTD Tennis preen 1 Consult factory for availability in Canada. DA12 (TB only) D� Bright red DSB Steel blue 2 Optionalmulh-tapballastr120,208,240,277W 1120. LLRPSL Low Loss (Reactor Pulse Start $ufping? 277,347VinCa .1 OPTIONAL Mt UNIIN Ballast t277V only] 3 The SPtt9, RP09 or 9 roust be used when or Ishipped separately) SODS Dark bronze: . more lurninarrasamorientations9rt driningpattern, DA12P Degree arm (pole( g White 4 tt�iaytrevrcieradssaccart,svetry, Shipped Separately SDB$. Black 5a Additional architectural colors avairabre:see Architectural Coors brochure form no,794,3:. DAI2WB Degree arm Iwall) KMA Mast arm adapter PEI NEMA twist lock phgtoconlrol aluminum SOSS 5 For arm mounting, rarer to CeGhnical data section in KTMB Twin mounting Gar g 1120, 208, 24OV1 Sandstone SDSS Sandstone SQTG Tennis green the Outdoor binder for drilling template: PE3 NEMA twist lack ph rocontral 7 Stripineisavailable inthe ton colors listed only 1347V1 SDSR Bright red 8 May beorderedwithSCwAorLLAPSL. PE4 NEMA twist -lock photocontrol SDBUA park blue 9 Must be ordered with SCwAorWtInSL� 148OV) SDGYM Gray PE7 NEMA twist -lock pflratocontrol ► Yallraw Accessories: 7 errtri6ltatarslirrcT:Siipf ter (f2i der sdara%!) 1277V1 al (lass I . e Number tit fixtures SIC Shorting cap for PER option ADB Dark Bronze Tenors 0.0, One Two tla0° TwoOn" Thme@120°' Thmea90°' Four 40°3 KSEIFIS Hausa side shield IR1R31 ABL Black 2-7/8" T25-190 4"` T35.190 120.390 T20.490 KS[IVG Vandal guard T25.390 T25-490 T35-390 T35-499 OUTE)OOR 565=KSE1 KSE1 Premium Cutoff Lighting C000irlie"t of Utilization Initial F6btic4hidles KSE1 250M R2 Test No. 1195020554 I KSE1 250M R3 Test Nc 1195020534 KSE1 250M R4SG Test No, I 1S PAEFROW OF RLIZZATION COEFFICIENT Of UTIUZATIDN I CMITIOENT OF WILIZI(NON a 1 2 3 4 5 6 25OW Metal Halide lamp, 20000 rated luma& Footcandite values based on 35' mounting height; Distribution 11, cutoff. NOTES: 1. Photometrio data for other distributions can be ac- cessed from the Litho is Lighting website, (wwwLithonla om) 2, For sloctrical characteristics, consult technical data tab: 3.Tested to current lES and NE MA standards under stabilized laboratory conditions, Various operating factors can cause differences between laboratory and actual field measurements. Dimensions and specifica- tions are based on the most current available data and are subject to change. 565-KSE1 01909 Lithoma Lighting, Rev. Q00 565KSEl.P66 3 4 5 250 Metal Halide lamp, 20000 rated luwkwls. foottandiie Values based 0 N munting height, l[listribution 01, cutuff. 75OW Metal Halide lamp, 20000 rated Warts, Footcandle vahm based on W mounting height, Distribution IV, cuWfl. Mounting Height Correction Factor (Multiply the fc level by the correction factor) 15 ft-1,77 IS ft—t23 25 ft-64 sdaftst V-1hV Higgint" — Cor"wflon F"Ur New Mounting Halght" �& LlrHaivIA LI=Hrlma AACHITEMURAL OUTDOOR LIGHTING ONE LITI-ONIA WAY, CONYERS, GEORGIA 30012, TELEPHONE 770-922-ON, FAX 7MM"129 www31thonicoorn - IN CANAOX- 1100 WN AVE., LACHINE, QUEBEC HOT 2V3 Page I of 5 MMEMOMMEMEMM tS§ ' Search I 41 Sales ITE-Cornmerce 1 1, Site Tools Vik 6168 Une KSEO' symmetra Premium cutoff, Square' Typical area of use.- Outdoor Lfth*nia Piw��et Q4A. ArcIIAtzzVer"Y,�r Gerieral product category* Area Lighting Wqw-Product Selection GOO Page JUN 2 1 Z80i RA, Features: Housing: Rugged, heavy�gauge, extruded aluminum housing. Square shape, seam - welded And intertlally sealedfor polyester powder Ilats I anodize finish and other architectural co, Lens . 125"4hIck, impact-re§istant Ibmp Mounting: !-® 4" aluminum arM fc *00601 muntipas availAblb. using. Type 11 V (Wide, ng by A be 0C Electrical System: High power factor, constant -wattage autotransformer ballast, copper wound and 100% factory tested. Removable power tray and positive -locking disconnect 6/20/01 Page I of 5 1 Site Tools 1 sales I I E•6wnerce r Rr_Q��I $00r-S1100% I RhMOn*r"Wa I ViZ Files I Li�no�m I ptodod caigwq A- ftl* KSE: Symmetra Premium Cutoff, Square General product GaWgoTy' Area 04hfing View Product Selection G;#de Pogg .SUN 2 1 2481 MEME 0 0. 0 . III] Afg-11101 I Door Framw Naturally anodized, extruded aluminum door tramesealed to housing 01 silicone tlosed-ceil gasket and secured With (3) qUAoor-turn closing screws. Can be hinged from any of the fbUr sides. I I 111111111p•� lz. •� Mounting: Extruded 4" aWminurn arm for pote or wall Mounting shippo in fixture carton. Optional ftUntih�s availAbI6. Electrical System: High power factor, constant -wattage autotransformer ballast, copper wound and 100% factory tested. Removable power tray and positive -locking disconnect Versa-Lok Page 1 of The following information is provided to give you general understanding of retaining wall construction. If you are building a VERSA-LOK retaining wall yourself, please request a Design & Installation guide available free from your supplier, through our "SEE Helofuduff," section, or by calling (8 ) 770-455a Important; Falls which support heavy loads or exceed four feet in height require special sail reinforcement and often professionally designed plans, Please consult a qualified engineer if unsure about any construction, site or soil conditions. Also be sure to check local building codes before wall construction or design. w* Lovellng Pad Preparation V A-LOK walls should be placed on a leveling pad of well -compacted gravel, gushed stone or coarse sand approximately 6" thick and 4" wide. The first course of RSA-LOK units should be embedded below grade approximately 1/10th of the exposed wall height. Excavate to lines and grades you've established for your wall, allowing for the leveling pad and unit embedment. Place and compact leveling pact material. It may be helpful to add a, thin layer of sand to create a uniform, level pad. http://www.versa-lok.com/install.htm 6/ fl/01 Versa -Lola - Installation Page 2 of Place; VERSA-LOK units on prepared leveling pad. As you proceed, level each unit front to back, side to side, and with adjacent units. Leveling is critical at this stage, so tale your time. Align straight wall sections using a string line or by sighting down the grooves on unit tops. if your wall has a carrier, begin at the comer and work out from there. Using native soil, backfill and compact behind and in front of the base course to a level even with the grade in front of the wall. Next, place and compact 12 of drainage aggregate behind units. Stack units one course at a time. Set units back /4" and insert two pins in front hales of units so they fall into the rear slots of the units beneath. Tap pins with another Erin and a mallet to properly set them. Mace and compact drainage aggregate behind each course as it is completed. http-Hwww.versa-lok.com/instali.htm 1 Versa-Lok - installation Page 3 of 3 Step -5 Install Caps After completing the top course of your wall, install VERSA-LOK caps, either with a slight overhang (recommended), set back or flush with the wall face. Use VERSA-LOK concrete adhesive to secure cap units to the wall. 0. 8IO99 VERSA-LOK Retaining Wall Systems Revised: BV99' 1 TOP OF PAGE 1 VALL COMPONENTS FREGUEHTLY ASKED QUESTIONS PF http.//www.versa-lok.com/install.htm 6/20/01 n KAF/i-/'Ar = OPTICAL SYSTEM — Reflectors are anodized and segmented for supe- rior uniformity and control, which allows the flexibility to mix distri- butions without compromising the overall lighting yob. Reflector, attach with tool -less fasteners and are rotatable and interchange- able. Three cutoff distributions available': Type 11(Roadway), Type III (Asymmetricl, Type I (Forward Throw, Sharp Cutoft LENS- Lens is :125" thick impact -resistant, tempered glass:. ELECTRICAL SYSTEM -- High reactance, high power factor ballast for WOW. Constant -wattage aulotransiormer ballasttor 150-250W. Bal- last is copper wound and 100% factory tested. Removable power tray and positive locking disconnect plug. SOCKET — Porcelain, horizontally -oriented; socket uvith copper alloy, nickel -plated screw shell and center contact. Medium -base socket used with ICOW and mogul -base used with 150-250W.:UL listed 1 INSTALLATION -- Extruded, 4" aluminum arm for pole or wall mounting is shipped in fixture carton. ]Optional mountings available. LISTING UL listed for wet locations. Listed and labeled to comply with Canadian Standards (see Options). Area t.iiighUng KzoEl METAL HALIDE IOOW, 1501,'tf, 175W, 20OW, 250W 15' to 25' Mounting O Specifications EPA 1.3ft21.12mz) Arm Square (includes arm) All dimensions are irehea 4ceratirnatersjuialess Square: 15=11i16 (398) otherwise specified. Decitb. B-314 (72-2) Arm length.4 (10.2) �(pantiaa a0tlan tlriklina „ emniate SPxx, RPxx, DA12P` 5 Weight: 26:6Ills (12.1kg) WBxx,UAl2WB 5 wwxx I' ORDERING INFORMATION Example: KSE1 250M R3120 SP04 SF DDB Choose the t chifaee catalog nomenclature that ]fast Suits your needs and write it on tho appropriate tirre. Order accessories as separate catalog number. KSE1 Series l►oltage tat tin Options KSEt 100M i20: SP04 Square pole (4" urm} Shipped Installed In Fixture Architectural Color KSE1 150M®` 2081 Istandard? SF Single fusel {120, 277, 3471f) (powder finish)$ KSE1 175M 240 t SP09 Square pole (9' army OF Double fuse 1208, 240, 484V) Standard Colors KSE1 MillisRP04 Round pole 4' ptmis` 277 PER NEMA twist -lack receptacle DD6 park bronze (standard) nE"l 253MMr 347 RPOS Round pole Ili' arm) only t14Mfl" White cis i { WW04 wood prole or wall IC 480 QRS Quartz restrike system f1 OBL Black Cl is Colas; arm) T82 max) $lamp not Included) R2 t€5 Type II roadway 4t1YY'Otf Wood pole or watt (R' EC Emergency circuit WO Medium bronze R3 IE$ Type Ill asymmetricasymmetricarm) GR Corrosion -resistant: finish DNA Natural aluminurn R4SC IES Type IV forward W604 Wall bracket (4' arm) GSA Listed and labeled t0 comply DSS Sandstone thrown, sharp Ctittifl W609 'Wall bracket (T aim) with Canadian 'Standards DGC Charcoal gray.. NOTES: UARM When ordering KMA, SCWASuper CwA Pulse 81art Ballast DTG' Tennis green DBR Bright red 1 Consult factoryforavailabilltirin Canada. DA12 #TB only) DSB Steel blue 2 clptipnasmUni tapbalteatttao,208,240,277Vl.1120, 277,347VinC LLRPS1_ Law .Loss Reactor Pulse Start Striping' .i i<dPTIOr,sPiL fulttu�Tlf+I Ballast (217V on1�) B 3 the SP09" RPg9 orb WOO must he used when two of ]shipped separately) bark bronze more luminaires areoraentedona901drillingpattarn- S White DA12P Da arm (pole) 4 r�tay6eorrteradasaaaswrefs v- 9 Scraped Separately SDBL Black 5 Additional archrt turarcrrlorsavarlable.sae DA12WH Degree arm (well) Architectural Collars brochure farm no.794.1 KMA Mast arm adapter PEI NEMA twist -lock photocontral $DNA Natural aluminum 6 for arm mounting, rotortotechnical data section -in KTNAB Twin mounting bar g (i241,24tt,2441V) St}SS Sandstone SDTG Tennis green the Outdoor binder for drilling template. PE3 NEMA twist -lock photocontrol i 'Ship ngisavailable In the son colors listed only.:. (347V) SDBR Bright red 8 Maybe ordered with sCwllorL,LRPSL:. PE4 NEMA twist -lock phoilecontroi SDBtlt4 Dark blue:. 9 Must be ordered with SCWr'A or URPSl.. (46011) SDGYM dray PE7 twist -lock pftotrrcuntral ST} Yellow Accessotries: T' MacrlrttarrtlSlflPrTt2etr d( rderse�rarately) A..�,.. .-. (Z77IA 127'dit) AncItillechinall Glass t Anodize Number of fixtures, SC Shorting dap for PER option AD8 Dark Bronze Tenon 0.0. one Tw tee' Twa69011 Thrae l20° Three 30°x Four 901 KSE1flS House side' shield (R2,R3) A81.: Black 2-3f8" T20-190 T20-290 T20.290 T20.320 T20.390 T20-490 SEIyG Vandal guard 2-116' T25-190 T26.280 T25-290 T25.320 T25-390 T25-4" 4" T35-190 T35-28D T35-290 T35-320 T35.390 T35-490 OUTDOOR i6"S£'1 KSE1 Premium Cutoff Li Initial Footcandles K E1 250M R2 Test No,1195020554 K5E1 250M R3 Test No. J 195020534 KSE1 250M R4SC Test No. 11950 1908 CDEFFIOENT OF 13TiLtZANN WFICIEW OF UTIL17ATION I MEFFICIENT OF UTILIM2011 25OW Metal Halide lamp. 20000 rated tomens. Footcandle values based on 35` mounting height, Distribution 11, cutoff; NOTES': 1. Photometric date for other distributions can be ac- cessed from the Lithonla Lighting website (www Lithonia.com) 2, for electrical characteristics, consult technical data tab, 3. Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operatingfaetnr t can cause difiteranGes between laboratory and actual field measurements, Dimensions and specks- 60na are based on the most current available data and are subject tO change. 565•SE1 01999 Lithonia Lighting, Rev, 6100 563KSE i Y65 25OW Metal Halide lamp, 2D000 rates lumeric Footcandle values based on 35, rhominig height, Distribution tit, cutoff, a a �® iv :�. n 1 2 3 4 5 6 750W Metal Halide lamp, 20NO rated' lumens. Footcandle values based an 35' mounting height, Distribution IV, cutoff, Mounting Height Correction Factor ;Multiply the fc level by the correction factor) 15 ft-=1.77 18 ft_=1.23 25 ft —6d t 8 Hope = Correatiltm Factor N_ 001 H*441 4 ARCHITECTURAL OUTDOOR LIGHTING ONE LITHONIA WAY, CONYEAS, MORW a001 a", TELEPHONE 770-e22.9904, FAX Trt a"129 www,01thioniccom . IN CANADA:1100 SOTH Avg„ LACMNE, OUEBW HOT 2va: �,,; y _ .. ... __ � . r s s ,. ,. ,,.. ., ,. ,.. r.... ,. .; . -, ",�, ,,. , , ._ ,� r .� � _� y ... . ...,� �..... _.. � � .... _ r. . � .. K .. ._ � x �r_. � � . .. . . .. E, � . .w .�:.. . ;.. ..� � , �r ,� ., w � ,, 4- ... ..,... t. ...:. ,.,�.' .-... .. M.. '.n* ,. x ., t.. ,. .: N.. e.. e. .. .za ..,.. .. .. .« ,. .. ,. .i F.r .... .. ,.. t n � .. .. n. .... u �..: .� � .. a i ..t{.. .. � ... � i.. a ... rr n ',� .. r e. .}.! x1. fi. :.. W ,: ... ..., ..k. ... .. �. a ... ,♦ r ... ..... i : :: M1t • , a S X. r SPRINGFIELD icEE, j, ol, 1"ye ��' IIJ Ag 16 14. ell ' c'Af •5 4 '1 !f,L 1 a f 1 NU;, ..` Ii ..yj:. '" rr 1 . 54.. �^r�lYr•`�� !1 rr f 'i -4 l l'," + r"r r r��r'+ „�{ �4'�'."1{,.:eu'r".r•'� r,.•' ar ir'�r r �,�+ .fit d"}G r r • , ,, ,. ml 16 MAIN ENTRANCE DOOR Ty', STONE SPILLWAY Q GROUND F� SPOT ELEVATION MOUNTED UP LIGHT PICKET FENCE 10 WALL MOUNTED LIGHT STOCKADE FENCE ww SIB -x x— CHAIN LINK FENCE ♦ LIGHT P05T ® PROPOSED GA5 LINE -*-PROPOSED SELLER LINE' CaM PROP05ED CATGN BASIN D- PROPOSED DRAIN 'LINE ■ PROPOSED ELECTRICAL EXISTING CATCH BASIN BITUMINOUS CAPE COD BERM Q EXISTING MH GRANITE CUR81Wj i PROPOSED MH PEDESTRIAN UJALKWAY PAINTED LINES PROPOSED Wi=ADUJALL- CONCRETE SIDEWALK 0 TRANSFORMER PAD PROPERTY LINE qL UTILITY POLE w EASEMENT t DETAIL OR SECTION < EX15TIWx GRADE AS SHOWN ON »- PROPOSED GRADE SHT. C=3 TRAFF#C FLOW ARROW AUTOMOBILE ��rla f S• �x"l r :. .. rr. r �. .:•. ,_ — r � � ..ice •. r ly ;. •'+ �r LLVF-=a'�rl'r• ,V f I , r ice.. .:••... ' - f • w • . r ..,. • "� '• : +:. I � .'• • �� : e. r .r- 1[h S 1 •• z _.7L7 ,If:F �4 .LAl f r � •• Ill iL , , ` 4 ' ARCHITECTS, ENGINEEI5, INTERIOR$, MAINIMPM ONE ELM �{5QUA,Rq'EQ ANDOVEK F A MKdIV-3643 T. 318.41031,676 hrl tp.J�,wiaggrasaa.cart E-MAIL. JDLAI•Afll i tt"pia Y' + ,r� i /f a S R45 Lr= 15Tr=E ,Q+ f L t { 1 ��. L..LiPR LYAM W10- �.p r�i r wT `!R STATI,% f •, I I10UR IJ AITE ;'``4Y �� d'` rr, � _• • ` _ • { I rvr• I IaY�T'l fl•�'4 rYJIN1 I- Aft IF I _ _ . i t ,' r • ,!1!•w �a t 01, IL Tyr I i i+��rvi;, fv.�J }"} ' .. -:. �.. I ,f '1 �:.��.�es ,r : ❑:.. a■ 4 '+• r „r Rr}i•{ Vl "�"'..:r^ti+Al': rry:. .. r. 1 rq. r< fir, � F'7... �I°• y.a ,r �'' rf.. .. 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Q Q F rs V I CL' w Q W 0 jowl W LJ : U ss. 0 `0 ��Ilw m O W CL Q � w Ln 8 .p v) — -� E 0, 0 cu �) 2 -, o CL CL a u xn w cp r� �- ,� Q, z w o R+ N N G 2. N w y Q •- 4n is as t7 cn ;O 71 �- 0 co m L « aC. '4�. Y..-0 ri Scale AS NOTED date JUNE 12, 2001 ob no. tC7i�09 OPP4. sheet no, Ci • P:; 5RIR 1 , a• V . ,..y. .: .,. .e,.- :: 0 • ' ++.. "Y.: �� c 'am �g r t 'tip " r . �., x 3 I , IF. 4 , r.w. - 117 +$ , _ 1 A a...,. � _. n • r. -.. .V r BLACK IRERI EISR1N(`jF1'jwELD F"I"REEP"'w" GALVANIZED 19YE 4 kN z TtiIIIW O,q r +fir IB FINISH IF A a. #" C40NTINLkXS I GIB'R,,T �j J I C �. VAX 2* CEDAR STAKES, a+�..,._ ,may ¢� -. }�` .-r, .: # fi P Vl`e "•®4"��. ■ .w«:.-._�,®. ^gym_ r•. ,. �,.,s ,:. �3" +?:. WP I: T TWA TV" CENTER OF F4T .__.. _. F_II IL IBC ,ITh I ± BA4*ILL N LOOSE LIFTS SETTLE LIFT W/ THOROUGH 4J}4 . 4--Av WATER SOAKING lip MACK , { , + r " } - i Is`Il+i EIS ASOVE T 15*44IC44 I FCW4 0 0TWO STRAND$ OF to cilk 710 VVIL t 1 - i CS - _GALVANIZED Z _ " » STAKES T S4 AP P R TO 4 AY to c-cl FINI11iR Cs . " 4" 41'CONT I a •r- F 7- PLANTIWj -' � 1 MIX I I � -m low �k c _ , UO WATER SOAKIW w I I_ TO AT .yg MCP :_ r$ 2QQ.." v • "` ♦ r �r r a• •fir «: � • - r � • .V ". � Y r ' ,r -r r MI r " 15ARK UGH FI NIE44 GRADE 4C> PLANT SAUC 110 INUOUS 4 rt / TOP 1 CUT V' /3 OF o1- r I �I_. I - �-� AP } _..: w�R MOUND OP IL AT _ "� TINS IL MD( C TEIR PITI I( I .....w..li j S.w. ( ! �'--"'- r ..1 _F % _4 tl �.:. P C o.. * E .,.:7 ' I d i•. 5ACKFI•LL IN &ei'. T40 S L. AT _ I I :> I - ... � i . _ ^ .-_ {�_ � i• � � _ � • a"' perTH. REWRED I � _I f ► I . YAyI"ION SETTLE LIFT W1 TWO H WATER SOAKNa 4egTAIL 4 SCALE:3/4" , t 4 *a _ ...-,...__. , Y • , LANOSCAPINO 6CALE: I"* fir'' 11 AD rw NCOMMON NAME- • r " pq I _ ,- z:m-. �„ " r 0 To 30 r r r, _ r- �. •:. - Er M, m3E 6 ,3 TO (0 To;Ft IF 2 TO 3 Fit qi h a is '/' ild M Y' �.<:r ____. "�.... a, .r # af,..:. aeF "•*.. w.. #... _:., P' w. _ TI ( 0 I. rr� IIII■� ■2 TO . TO I,:.T. .- .. _. d _` • 'n. . .. # of ___ -.. -__- . , '�' fi k r • { , r D ,i LJ LY ce 44 Lei CIL 0 ix 0 GL ct.. cs� ors C-5 , v . Q. . 6- , ca lest no C2mO 4a V!i� STANDARD CAST I" ME AND GRATE ELEC. JUNCTION BOX —MASONRY RUBOLE WLL C-ATC44 BASIN FRA COIN -OP VACUUM (TYR) <AQA0E ADJUSTMENT MAY 1* FIELD VERFY LOCATION& 3* THICK CCNCRETE CAP ABOVE �i. MAZAE UATW =Avma OF aRICK A P ��, (2) RM EAC44 IOLANP OR CCNC1QE'VE GRADO *11�0 —4" BRJCK VENEER It 4, J� ALL JOINTS ASS To BE MORTA0W 2" OVERk" TYPICAL UY 4* CM SACK UP ,;_i WIN WIN 10 4 CHAIN OPER_ OFM LIGHT POLE BASE i (Typ) 4 VACIAV VACUUM 51TUMNOU5 INTERIORS, LA�,V CONC, CURB 16 6A, 6/5 ONE ELM $=ARE 1=77,77777 TRASH C4;yvSR GRADE ANDOVER, MA 0100-5643 NO OIL TYPICAL E-MAIL. JDLAI*A0LCC1 PAVEMENT TRA644 x 5ARREL 4 5ARREL X/ F_ -PRECAST REINFORCED C424CRETE 6" COMPACTED Rwj SECTIONS GRAVEL - _F_ �T_ T /,�6 x x 7 -11 z t — — SOLDIER COURSE 10RECA5T REINf:CIRCED 4` 4" 4* 41' A J� - I 'z CZMFA(:TED t , , �: - 4 CONCRETE BASE C04CRETE FOOTINGr -1 :,P Is SUB GRADE I -A L J L ar 21-00 4'-44 4�4" 2'-011 all -1;�ETAIL 12* MIK 0"ACTED YACCUM STATION FLAN r6 VACCUM 5TATION ELEVATION r5 51 TUM I NOU5 CURB SCALE 1/'2'= V-0" Se, U Afj?j-WITECTURA 4614ING-ALF-6 0 1 , I / , , — 7777,� TO MATCH CAFaI64,5W "K // �,, 7% Ne TD, MASONRY 4" ALUM. DRIP Er,<� VERIFY r)IMEN51ONS CATCeH 5ABIN 1:2 WITH VENDIWj MACHINE SCALE VENDORS IX3 TRIM (PTO) CONCRETE CURB GRANITE CURE!r 4' 1x6 FASCIA (FTD) T POURED WITH 5M>EWAL< STANDARD CAST WON 1/21' PLYWOOE:) SOMiT (PM) FNI 544 GRADE - MANHOLE RtAM AND 00VER CHAMFER N05F_ ADAATI�MT MAY BE NO MIEZE 150� (PTI:0 MADE WITW OMIRSES OF 9MCK OR CONCFW-TE GRADE RIN01l __--4"5RICK MASONRY VENEER 5" CONCRETE'SJOELUALK To MATC44 CAJOU46W i-4 4 1" FIN15H COUR51E TO ME MORTAlRED BITUMINOUS CONCRETE L JOINT$ ARE C *PAC, Zt TED Ilk 4 �CINC. f 2" BM C STONE BINDER COURBE 4'-Vm DIA C,*T RER+�D CONCRETE all v5tscm a- RJWA SECTIONS: MACHINE J— t SOLDIER COURSE CONCRETE ... i ''ji 1 64 WI.4xuA4 CZIMPACTED SUB -GRADE, At30VE Q*Dk WELDED WIRE r-ABRic --SLA15 IN-- 12" PROCESSED GRAVEL, BASE (IINSTALLED AND ro 6 C4>4CRETrz SLA5 wl WWJ:, — 6" COtTACTED GRAVEL' COWACTED IN TWO LAYERS) 8" CARADE SE4M CONCRETE CUR5 4 51:"�E�NALK 6RANITE CUR5 :�ETAIL <05K FLAN 4 ELEVATION 19- SCALE 314*= V-6` /--F`RECAST REINFORCED CONCRETE BASE f4 12* MIN, =MPA1:1W CPAMFER N05E A_L"INL" 2" CONCRETE GRADE BEAM m POURED Wi T9 APRON w CONTROL JOINT5 I" FIN15H COARSE PRAINA&E MANHOLE ra"� 5ITLr1INOU5 CONCRETE Lj (p rONGRETE APRON. JO 21, BIT, CCNr-. V) BINDER COAR5E SLOPE FROM BUILDIWs 31: Ir I L 3' Sa AN0012ED 61, To all COMPACTE > 5LACK ALk"Hfl 4' "T. GRAVEL uj -AP 16AWMi 4 UWAW $WALL 5E (N ALL RANPIC OT14 1,i-e T�-W A^_-�4TECTUVAL DARMEM 150ARD, 0 64WO) 6WALL M LOCATED W Ti-aY C.ANNOT 5E 008CUMV SY 4 *V4CLF IOAPWJW N THE 6PACE� 0 Oxro U;1.4xWI,4 WELDED WIRE F CL (p" COMPACTED CzRAVEL iMMWOU6 FILL 1211 DEEP HAN::�ICAFFE::� FARKINIS7 516N5 CONCRETE AFRON r:)ETAIL T lig -&lE Z< tn Q) vi C> AfrfeOX 'ALE 1/2'= 1'-0" v) 7 C EXCAvATION LINE 0 y, SMOOTH POLC CD ML 'ED BACXFILL CAP UNIT REIW0W, Ab*� fd f67p �kjf `9 RAMP 6"ACW Ot 6 WNVRM-LDK TA8�ARV PROCTOR DENSITY V") 20 2 -2 VERSA- LOK ML P, LIP MOMLAR WNCRETE FAC44 t"TO 0 L- RETAINED 5AC1<FILL DRAINA05E AC<sF&GATE TOP (:,C:g tse 12 Tw= Mk UR GE06YNTWETIC 20 SINVeR COUR-Ce C P*r HA :R NO61W-7\,1 0 24' NO 60 MIN. EXIT EMERGENCY > E,-+- a t C�ONCRETE 15A6E PARKJNG % WAIT ONLY EXIT ONLY 4' DIA. (MIK) DRAIN PIPE, A \ I �2` PROCCS,5W &KAIML OUTLET * ENC> OF UALL 5ASC (NSTALLW AND I 1-r- -,, �, OR 0 40'CENTERS MAX. L =4 LLI=::- ID LA"4rM) UkFiLTER FABRIC SLOM TO DRAIN (1/8"A-T.) 01f 24" X 30" 24" x 2411 scale x 301, TED MS -ILL dot* JUNE 12, 2001 IMKRVI" r L __J SIGN 'A' SIGN V SIGN 'C', SIGN V SIGN 'I.' SIGN r- Sk: i ie job no. 1809, AR LEvELwx PAp 6* NICK MIK (SUITABLI! $OIL MAITKIAL) sheet no. ON5 L 4 REA-L'K AAL.L $105TEM 151TE L16HTIN6 PETAIL TRAFF I C 51 FAVEMENT ::�ETAI tL r-6 >\ Z= -V JOYSTICK CONSTI CONTROL X (TYP) �* P 3 pl -- ELEC, SENSOR S 04 } WIT14 A" Q�.II NT: 62'-I0" BUILDING LINE ARC441TECTS, EIN41NEERS, INTERORS, LANE) PLANNEft DETA.IL. SECTMARK ONE ELM 15=ARE , * _ EE TI S EET LOCATION M -- 4 .. I�t."-- 1.' Igo-. r� . F.9i8;4103610 _ _ . r hrt utu.i� Caa� scam `' 3 � CL R -. , CL'l�c: CLR a > I I T _ . I s� I'a - I -�;_ �-i�tg4rl.e. Jt�LAI,rL'1 5 ECTION SHEET L •?CAT`!ON E' El __. _ ENTRANCE ENTRANCE _. ` TOILET ROOM _ r HIGH POINTGALVANI Ea tl� m/&EE I2"xIs„ VIN'T EDGE ANGLE (TYlb) F- TILE FLOOR ,. SLAB VINYL 545E 111.50, 'PAINTED WALLS SERVICE x - 5INFC , WASH PIPINGs INSTALLED UNDER oT°.y� E (il C7 WATER x METER x, } kx* ryri DAY MATERIALS s �.rt (yam_, i �Pl 0 s ...; I.g:L? ` , ° , a I °' ClM BLOCK BACK-UP WALL T EF='OX COAT 1t�T =RIO€t ~ F AY -HORIZONTAL REINFORCIN- :& � EVERY OTHER COURSE, , TYPICAL REFER To EQUIPMENT PLAN;:�+ � SUPPLIED BY EMIT-�t"1 T 3/41, AIR I~'ACE (M4:kT L I T DEALER FOR ELEC ELECTRICAL EL EC: - ,� IN C. I IF�'I I TS , SLAB. (TYP ALL �M1 : LOCATION w -4" BRICK VENEER WATERT ALE BAY*, *. WITH EYE t fmINTEE MASONRY TIES 32" O.C. ,EACH WAY 00 . 4" BRICK VENEER WITH 3/4" AIR SPACE , e e x t t a• ,`,� v w , xa FINISH FLOOR ELEVATION kt. —'`+ -8" $FLIT FACE BLOCK IS ;A ASSUME) TO BE 1 m A£C?VE WATERTABLE ` G.C. TO VERIFY ACTUAL , ELEVATION. , REFER TO SHEET A3.0 FOR ADDITIONAL DATA IX � f REGARIDIWG UNDEFrAROUND . <. . TANKS (TYPICAL) ( A1.0 F rt TYP s . n", . EXIT` EXIT EXIT D 4ONSTRLIGTION, 515 JOINT .,. ✓i"'.:�18 IYPg"".fiJ'll: �r-�Ig. I:. ISi++'d:.:. 1.IP :.. i-+°. 'T. I Ff' u, l '^JC :�.... � '.�... .. u. i " .., m . r -5„ TRUC:.TURAL TILE to ... K r` tIv AE1 C7dE FACE , WASH BAY SIDE 0 ) uj P NOTE GLAZE OUNER TO I TE WITH CARWA5H EQUIPMENTcl A r CONSULTANT FOR ALL AS WELL LOCATION CE EQUIPMENT 46 4 LOCATION THE RELATED EQUIPMENT THAT MECN; - wA IU. WILL 5E IREQUIREP " THE OPERATION AND MAINTENANCE ROOMBAY �II� OF T CA - LY ARCHITECT WITH I INFORMATION ALL SULTANT5. 5ID 5cAL m,A c) c A: CL q Y- k i M s R k 4" DIA. GALV°. STEEL PIPE g. PAINT AS SPECIFIED. � FILL i1I1 CONC. A C.ONC.AFRON N toe .� e, 4 � k , s 1 ` 4NA 1 , � w k - t , > 5C,4cf� f.. 3/4' IV _I y pp pp tE, y� I�6 ° CORNER 'L`I..NtE (TYPICAL) 1n4+ EYELET HOOK EOEw'+, "BAY CLOSED" .:. TA OL1N;. STRUCTURAL GLAZED TI SEALANT Lij/ n x � BACKER ROD % { Ixto TRIM.. _ 3/4" AIR SPACE ®4" BRICK VENEER ---IxIC CORNER SOARD 5*TRU a MA6L UN EXE050W CORNMR21, DETAILEYELET 5CALE:I"-I"-ICI" AID FIBER CEMENT BOARD OR EQUIVALENT ` I,lI,4TER RESISTANT' MATERIAL (TYP) E _� `� ; X I ,t t a -�� " MOl TURF ISTF_NT ~ ' ,Z <? S i {a ` - x4 TU UJ N T T I - ' P - C«�URERE�a�?EN 1"'I I T i T T � m C la' it w rz as . � I FIN. FU ELEV. I T-0., F ELEY TD. R1 �4TE�Rl L5 LEC3END " SPLIT FACE UNIT$ 2 "r EAR Fi15FRGLA65 e44INGLE5 (ARCHITECTURAL 6T1'L.E) 24"F HIGH BRICK \/SNEER ATERT LE ix4 TRIM (Ft>AINTED) ON Ix8 FACIA(FAINTED) WO FRIEZE 50ARD G NOT U5 ' I: (} ) 1"0 EYELET HOOK5 l NOT U5E { 4 12" HEADER 50A TRIM OVER DOO 5 METAL ROOF L NG (COPPER) i 1xro CORNER BOAR i ? LOU\/ER VENT w/ IN5ECT 5 REEN N i Ix3 TRIM ON lx& FRIEZE BOARD } i`—o" FOUNDATION WALL NOTE. F15ER ";: EMENT BOARD OR 1=*t PON TYPE TRIM CAN B B TITUTEC° FOR WOOD TRIM. SAVE DETAIL SCEs T40<NE66, <_SLOPE P'"U6T BE 'MAINTAINED- 12 12 I3 s _ fl 12 } 12 �. wr.w �rwt�r �rrs !w r i it wit i"man a a isms4 r m� n I T J , r � � tg FAA" 9r WASH #2 Y i BAY WASH M _ T � t , i BAY WASH 63 EL.EV/ 105 " WiFF I I m c I ` f T.Q. I } T.O, FOOTIN63 EL9 v. x _ IL CX I T Ti .. I ",Tl ,,raa�Yt� 1 6CAg: 14"4—V A40 SCALE: 1/4 s$� v i . i i t e f e + Ih fo r 1 r. RETAIL 1STORY 2 ef, AGAR WASH 5IW5LE STORY t .. -.. :. low i 5 ' T � '4 rL ." 'I • yy ��g �e i r •.+�.. • » rf ,� Yam. r*r�t.� lw�„�„ I It�K✓t'"11 /"�, .. . � � M � .. iP4 'T•' rt* `�'r 2J :r ,.. y n 1. . r • t:,.w ,. "" ' ' .. .. :, ,�' "';*ate: y + "0t � , s F� � ✓• ��""cif v k 9tr a r r " . 1 " , ! 1' W LJ t � LJ ul CL Lli > U Q t.. CL 0 o 0 _, i7 �{ "i - ddk qr 41 ."t= k f— � V t� IBLACK REINFORCED RU55ER HOSE' 2,6TRANDS 18 GA. WIRE GALVANIZED EYE 4 TURN;I5UCKLE 4" BARK MULCH FINISH GRADE 4" CONTINUOUS —PLANT SAUCER CUT 4 REMOVE TOP 1/3 OF BURLAP ROO15ALL BURLAP TBALL 2" X 2" CEDAR STAKES, MaNn r1V Anil 4T A -ATAiC99 PJ;Q TQEE, CENTER OFF PIT DRIVE AT 45' AWSLE TO 5Uf=1PORT BALL AT REOUIREE) ELEVATION F"LANTJWj WIL MIX 15AC*:I:ILL IN LOOSE LIFTS OF w, To v, DEPTI . 1211 VARIE5 12 H SETTLE LIFT W1 THOROL6H WATER SOAKING DE00TAIL ("7 5C_A'.LE. 3/4" a V-0" 1C 0 BLACK REINFORCED RUBBER SSE ABOVE FIRST BRANCH TWO STRANDS OF IS GA TWISTED STEEL WIRE GALVANIZED EYE 4 2" X 2" CEDAR SrAKES 3 STAKES PER TREE, TIGHTEN AS SHOWN FIBR RANPAPER TO RST BCH 411 5ARK MULCH FINISH GRADE 4" CONTINUOUS PLANT SAUCER CUT 4 REMOVE T 1/3 OF BURLAP PLANTIW-s SOIL MIX ROOTBALL BAA:KFILL IN LOOSE LIFTS BURLAP ROOTI15ALL OF: 61' TO 8" DEPTH, SETTLE LIFT W1 THOROUGH MOUND OF $01- AT WATER 50AKIW4 CENTER OF PIT TO SUPPORT BALL AT REQUIRED ELEVATION -IREE PETAL 5C.:.-E 3/411 = I'-01 FINISH GRADE Ca 3 " BARK, MULCH PLANT SAUCER, ONTIN 4" CUT 4 REMOVE TOP 1/3 OF BURLAP ROOT5ALL BURLAP ROOTIBALL MOUND OF 5OiL AT CENTER Of: PIT PLANTING SOIL MIX TO SUPPORT BALL AT 15ACKFILL IN LOOSE LIFTS OF & - 8" DEPTH. REQUIRED ELEVATION SETTLE LIFT U)/ THOROUGH WATER SOAKING 1:1=01AIL '4� �..E 3/411 c2o J f I 'AZk VA 0 kiX JE5 JZAI? rv, le 0 0 PCIAR P)s,ec 1Z 0 gb 1 CW4 0 0 0 AZALCA `Ix I N ZAL4 AZAI-CA LANC)iSCAPIN6 5(,-�LE I" 1000, MAIN ENTRANCE DOOR STONE SPILLWAY V GROUND SPOT ELEVATION MOUNTED UP LIGHT PICKET FENCE FO WALL MOUNTED LIG�IT 5TO0<ADE FENCE xx— CHAIN LINK FENCE + I.JGHT POST PROPOSED GA5 LINE PROPOSED 6EWER LINE cen PROP05ED CATCH BASIN PROPOSED DRAIN LINE ■PROPOSED ELECTRICAL EXISTING CATCH 15A6iN BITUMINOUS CAPE COLD BE 0 Ex15TR,4G MH ...... GRANITE CUR51Wx 0 PROPOSED MH PEDESTRIAN WALKWAY PROPOSED HEADWALL PAINTED LINES CONCRETE 5IDEWALK TRAN6FORMER PAD PROPERTY LINE 711 UTILITY POLE' —F-AaEMENT DETAIL OR SECTION EXf5TIW-x GRADE AS SHOWN ON PROPOSED GRADE 5HT. C-3 TRAFFIC FLOW ARROW AUTOM051LE E n v, m- 1J, Q> CD Q. 81 Ln E C' 4A CL L_ W c QL L: *Cal* AS NOTED dot& MAY 29. 2001 b no. appd. 18xx sheet no. U STANDARD CAST IRON ELEC, JUNCTION BOX FOR -------MA5ONRY RUBBLE IhFILL CATCk BASIN FRAME AND GRATE .LB COIN -OP VAC'.l (TYP,, GRArX ADJUSTMENT MAY BE FIELD VERIFY LOCATION$ 3" TWICK CONCRETE CAP ABOVE Q .:, MADE WITH $ OF BRICK (2) ISLt`�i�1F.?' r Q OR CONCRETE GRAPE RINGS - -4" BRICK VENEER '.. j f .. ALL JOINTS ARE T�7' �3E MQRTA [� 2" OVERHANG TOPICAL l tr W1 4" CM BACK UP C"AItV COIN v CHAIN OPEIR. f3PER " LIGHT POLE B (TYP)` VACAXr VACUUM BITUMINOUS 4 i T ,; f CONC. CURB I,7 f � x. a , ,{ � � �— 1la ALA. /, 4 TRASH COVERGR OIL HOOD r TR,45N i TRa4SN ; � PAVEMENT _It 15AFRRE1 a. '1. to COMPACTFts�E CAST REINFORCED TE RING SECTi 5, ^ _g �_. —j GRAVEL 1. S rVA " r 1 + F" , SOLDIER G4)l3RSE a PRECAST REINFORCED " 4,4 s ,1 ,r 1' M CONCRETE BASS - t CONCRETE FOOT#46 I COMPACTED SUB GRADE ' 12" MIN. i�r►i. ACTED LJ w9 P AT)i. N PLAN $ VACnUM STATION L � �1 S I TU I I IY V 1 Al 12 r _. ARCHITECTURALARC441TECTURAL 5144Nr3LE5 R TO MATCH CA AS4-1 CATCH 1 5ABI I � I Ta'�. M R'" _: e. 4" ALUM. i:rRlP EL7 VERIFY DIMENSIONS WITH VENDING MINE VENDORS \ k > Ix3 TRIM t ? --4�c FASCIA [PT%) 6" PERFORATED PIS CONCRETE CURB `SCkEDULF 40 POURED WITH SIDWLf 6TANDARE) CAST IRON I MANHOLE AND C.C7+JER T 1/2 PLYWOOD SOFFIT tPT`DJ -1--, _._.__.. , ; , .> . ° * FILTER FABRIC GRADE ADJUSTMENT MAY BE CHAMFER Nab£ —1x� FRIEZE BD. IPTD) ° MADE WITH E 3 OF BRIO � »; 6.. .� BRICK i !. R'L :3:: n <: r :.. : MI CONCRETE NDELLl+Wii-P4 OR CAN RETE DE RINfx � a 1 FINISH COURT TO MATCH CAR4d1�-4 ...k ALL JOINTS AIRE T ' SE MORTARED' _. to r 5ITUMINOU8 CONCRETE Ii 4 cn E31T. CONC. .__ "-0" DIA: :I,. ELECT. F RECAST REINFORCED C )NCRETE �; ` � g VENDING RINCs SECTIONS_ L MACHINE f I F.) I Q 3 , ,y "" r 4 - w— --- a ; ` • a ' . I i} F SOLDIER COURSE _ .. _. : - _ . � ,: , - , � �':. ,, � :�, •. � , a , _. . 5LA5 1" A50VECs . 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MA �010281 . I IN , I . I - .1, I 'a m. , I � II I I , I -- I I I . �- --- I ... -- - AFF�T!'!POM 1 1 0 .41 1 an Cfslt� ELM WUARE ANI:0VEP, MA 01610-:�643 T- S16,410-3615 F. S16.4103610 E-MAIL, J15LAI-wA0LZ,0M A-1 2 21' X 2�- rWAR'STAKES, "Y NA AT 27 ZL% Motm OF $OIL- AT SALL AT 7, TO Wpfvlml MAW =1 1 17: IN4 0OIL MIX- I JTL feE0UIf;MC> IFFLIEVATION -4 OAC*r-ILL�, IN, �066E L FTS -=7 -: I -- T1 T I I � 14, J5 AMP -LIOT TWOROLIC 12 1211 IE 3 Ad 4 JY 1. PROPERTY LINE AND EXISTING CONDITIONS WERE REPRODUCED FROM A PLAN BY WALTER F. MARKETT JR. PE., RLS TITLED 70POGRAPHIC PLAN OF LOT �T L DATED JUNE 2001 2. THE BENCHMARK USED FOR THE DESIGN OF THIS SITE WAS A CATCH BASIN RIM DESIGNATED ON THIS PLAN AS 'BENCHMARK EXISTING CATCH BASIN LOCATED ON POPLAR STREET EQUAL TO 100.00'. THE CATCH BASIN IS wP ELEV. = 1WOO'. 12 JS NAGE LINES, 3� PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER OR DRAI 4/ 'S /* S 4� THE CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM ENCINEERING DIVISION, 786-0400 EXT� 275. NO PlPtNG/APPEkTENANCES WILL BE INSTALLED OR BACKFILLED WITHOUT THE PERMISION OF THE DIVISION. MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY 4. ALL PLANTINGS ABUTTING,THE PARCEL AND INCLUDING THE TREEBELT SHALL BE MAINTAINED IN'A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. uj V), -A I's M 774� x! ;T -A6 t *-4, tb+ �4-AP A Aly W", muL FRMVE T R00794L Im CZNMR OF IDIT cc 2 RR TO &PPORt A�L A C3 .2 CL -2 Lo cc, C.7 0. -15ARK MUL!FH 0 PLAONO:u Jb�E sat. REMARKS SIZE UANTITY ov -Top� .113, OF: 2' 30 kid PLAN r IN r-LI.Mf�S m0uNp,0r- F 1-2 H 24 ft T M i CENTeR OF PIT rl TO BALL AT fewl f;mt>, IEL EVATI 6*4 SET-TLr W tA AAA -4 2 TO' NEA dOo 17, 2001 -4 oAugust -r*d �,40 - ALy 4 T, at f f