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BATCH - Supplemental - 1341 Shelburne Road (3)
0 rr 0,1MAN southburlington PLANNING & ZONING Permit Number SP--f=-- (ofte use a+Ml APPLICATION FOR SITE PLAN REVIEW dministrative development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. 9"ER(A) OF RECORp Name(s) as shown on deed, mailing address, phone and fax #}: ral 2. LOCATION OF LAST RECORDED DEEDS) (Book and page #): j j}`0�7c,'2, 3. APPLICANT (Name, mailing address, phone and fax #): 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, 4a. CONTACT EMAIL ADDRESS: S. PROJECT STREET ADDRESS: �4T c at 46 Vr Ke- 001 '50y Th ur& 6. TAX PARCEL ID # (can be obtained at Assessor's Office): %/x /� lt 4� 7. PROJECT DESCRIPTION nrniPrt rfPccrintinn (Pxnlain what vnu want annrnval fnrl- 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b. Existing Uses on Property (inclu ing description and size of epch separate use): f c // _0. c rt &Ic� L S c. Proposed Uses on property (include description and size of each new use and existing uses to remain): �� d. Total.building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): �jrbc•, �` i s f oit t, �C�cm /�% �1ctSe• �c.t_ f. Number of residential units (if app licabl9, newLunits nd existing units to remain): /UO g. �N/�umber of employees (existing and(/,proposed, note office versus non-office employees): mployees�):: Z>I h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 2 Site Plan Applicahon Form, Rev. 2-2018 8. LOT COVERAGE Total Parcel Size: 6 S Sq. Ft. a. Building: Existing % / �o� sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking outside storage, etc) r Existing 5 d2 % / J � 7 sq. ft. Proposed % % / O sq. ft. c. Front yard (along each street) Existing a y )% / '0c% C q. ft. Proposed 7 . % / q. ft. J d. Total area to be disturbed during construction (sq. ft.) Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): b. Landscaping: $ / r Vil-lJ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): I o C 11. PEAK FLOURS OF OPERATION: : V U `��-�,—¢-- 12. PEAK DAYS OF OPERATION: 1 ('�-n--�- 13. ESTIMATED PROJECT COMPLETION DATE: ra- l / 1? 0 1 0 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF- format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Site Purr App4cabon Form. Rev. 2-2018 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 0 SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: `�, /////9/� REVIEW AUTHORITY: Development Review Board -Administrative Officer I have reviewed this site plan application and find it to be: Complete Incomplete Administrative Offiter Date NAME The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 4 Site Plan Application Forrn Re ?-70I8 January 22, 2018 Jude Chicoine Seaway Carwash 368 Olde Orchard Lane Shelburne, VT 05482 Re: Expiration of #SP-17-43, 1341 Shelburne Road Dear Mr. Chicoine: Please be advised that site plan approval #SP-17-43 issued to you on 7/13/17 to: 1) add two (2) pay station islands in front of the wash bays, 2) relocate vacuum island, 3) add one (1) parking space, and 4) add fence around dumpster became null and void on 1/13/18. This approval became null and void due to noncompliance with condition #5 of said decision which required that a zoning permit be issued for the approved site plan amendments within six (6) months of the date of the decision or the approval would become null and void. Therefore, should you wish to pursue these improvements, you must resubmit a site plan review application for this project. Should you have any questions, please feel free to contact me. Sincerely, Raymond J. BeYair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com ray From: Martin Courcelle <mcourcelle@champlainconsulting.net> Sent: Friday, December 20, 2013 4:01 PM To: ray Subject: Seaway Car Wash Attachments: 26131_2013CO2-0O2a.pdf; Seaway Car Wash.est.pdf Hi Ray, Attached are the revised sheets for the Seaway Car Wash as requested. Also attached is a cost estimate prepared by Landshapes. As requested there is a new sheet that shows the entire parcel. The proposed landscaping was done by David Burton of Ginko Designs. There is no new lighting proposed. The sheets have been revised to show the existing light fixtures that will relocated. If you would like me to follow up with a hard copy please let me know how many sets you need. Thanks, Marty Martin E. Courcelle, P.E. Champlain Consulting Engineers 85 Prim Road, P.O. Box 453 Colchester, Vermont 05446 (802) 863-8060 (802) 864-1878 (fax) www.champlainconsulting.net No Text ----- - -•I I...•• Y•.. r r I Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y EXISTING SNOW STORAGE AREA ❑ In ❑ ❑ ❑ p p 215.82• 13 -88/'� _g7 I - - - - 88 -- - 'CBS - - - - -_--.-_•.. If +1._ \\ 5'T EXIST I , I 1 I I I , , P , I I I I I I � I I W ' j I I I ® \ EMPLOYEE I I 1 1 P ! 1 ' � r / 11 � I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I' II I I 11 II 11 N 1 I I I II I I I 11 1 1 1 ° i 1 11 I i li I 1 VI I I I I II 1 111 I 0 11 II 11 11 II 11 1 1 1 I I I i l I I I I I I II 1 I II I I I 1 1 1 I I I I I 1 I I I I I I I P 1� 1 II I 1 I ` \ E%ISTING GAS METER \ \ \ EXISTING ELECTRIC METER I — 1 ... Des • .� I^Sip' w.. V/u/In `• P/ate%rA� P/an GP�govD"IgR LLc eoxd, VT DTa53 les•sia '•`TT"`• �ae.>�/ �. Gash 6d[r"/1 SuT/' on• V7- - 92 m / qN WASHRVE ".. r"i.• •%. I I 1 E%IBTIND 4^ DI0. 90R-39 PVC SANITARY SEVER SERVICE INV. a so. E%ISIINO I I euILDNo I I P•. OF 101 0h LDOORDN OF RELOCAlEO DOOR I PROPOSED 18' % 32' ADDITION TO E10SmN0 BELF-SERVE WASH BAYS I I 1O E1 RNG DOOR TO I eE RELocAtm I I 1 L---J EXISTING WASH WATER RECLAMATION SYSTEM EXISTING O WASH SAY / TYPE NK" WATERPSERVICE '.1 A ;A/ ✓ p 92.75 1 \ Y I I 12" CMP ST O O 15-Foarstar' S Feather Read Gress ----------^ / / / 14-1vory Halo(R) Dogwood r \ \ I CB3 I I I sT � cea v I 1 / / S u ssTVssssssss�9�+. .� • _�.�1 EXISTING EXISTING ///X///� EXIS11N0 WASH AT / WASH BAY ��/,Y� WASH BAY •�. .e' Y1 p1t7 . P . 827 r .��P Pr• T.A G .s N also l I I� S / / A�EXISTING 8' 9DR-39 PVC SEWER SLEEVED W/ 8' PVC FROM MANHOLE TO SECOND NQ/th �6t1� Ma9 PLANTING SCHEDULE lQty SClentlfic Name Common Name Schoduled Size 15 Calams m is X acutltlore'Kerl Foaretsr' Fosretsr 6 Feather Rsed Grass 1.2 el 14 Comue alba'BRllhslo' P.P.B 6722 I Halo R Do ood 16"•24" I ! I / 1 C82 I / 0 / / / n PLANTING SCHEDULE C-2 S. +-02 1 S P C.O. ST UGP CATCH BASIN LAMP POST SIGN GAS LINE EXISTING CONTOUR FENCE PROPERTY UNE SPOT ELEVATION SANITARY SEWER SEWER CLEANOUT WATER LINE STORM LINE UNDERGROUND POWER •YtP�t cA �w � w � Cz C7 R U *I' N0. 4496 aRAWN CGE C GJB •GALE 1".10' DATE 11/01/13 26131 SITE PLAN SHEET C-2 SCALE 1' = 10' THE TOPOGRAPHIC SURVEY WAS WINGS. rL WITHOUT THE OF 'GIG SAFE! MANKIE E CT OR SHOWN ARE NOT WARRANTED 70 � EXACT OR N AIRT CONTACT *NG -2 Graphic Scale oDMPLETE. 7HE CONTRACTOR SHALL SAFE AT 1-aes-Sao-7233 BEFORE COMMENCING ANY feet WOW AND SHALL PRESERVE EXSTNG UTLITES WINCH 10 0 10 20 30 40 ARE NOT PART OF THE DEMOUTIDN PLAN. of 01" No Text i [. No,tn �etlG Ma9 NO. 4488 b) * 1 1 LEGEND 1 1 CB1 CATCH BASIN OLAMP POST v SON 1 G GAS UNE EXISTING CONTOUR FENCE PROPERTY U. SPOT ELEVATION S SANITARY SEWER �C.C, SEWTR CLEANOUT W WATER LINE ST STORM LINE UGP UNDERGROUND POWER RnwH CCE CN[GK[D -. - SCALZ 1* 2w 12/13/13 SITE PLAN 18131 [[T -3 SCALE 1' - 20' THIS TOPOORAPNC SURMEY WAS CONDUCTED WITHOUT Graphic Scale THE 'WC SAEUTILITIES SHOWN ARE NO WARRANTED T BE EXACT OR 1HCONTRACTOR %I CONTACT DD AT -BOB-]473]3 BEFORE COMMENCINGANY aSAFE" zo o zo ao so feet so WOW AND SHALL ARE NOT PART OF D MOUTION PLAN. EXISTING UTIUTICS WHICH s PROEM— DATE A MSC NEW S' TIN. CAST -IN -PUCE REINFORCED CONCRETE SLAB NEW OR EXISTING CONCRETE CURB WWF BXS - N2,9XW2,9 OMIT SLOPE TO DRAIN REINFORCING AT PENETRATIONS\\ 'ICAL PAVEMENT FOR DETAILS ��12" .��aMIN. COMPACTED VACT 704.OSA FINE MIRM 500X OR EQUIVALENT STABLIZATION FABRIC F�;Pj MOUND 8'� SELECTED BACKFFROM FR TRENCH EXCAVATION (SEEROM NOTES: SPECIFICATIONS) THOROUGHLY 1. EXCAVATE TO NEW PAD SUBGRADE PER DETAILS. COMPACTED IN B" UFTS TYPICAL SAWCUT/REBATE SECTION DD2. RIVE GOER CURB, N MATERIAL BETWEEN NEW PAD ! ANY ADJACENT WALK. O O O C-1 N.T.S. I EXPANSION JOINTS AT MIDSPN E.W. (10' MAX.) QO Q O 4. CROSS SLOPE TO DRAIN. \ % v 9. LIGHT BROOM FINISH. y FF ES nj \ N' J' OR 1k54, THE CONTRACTOR SHALL OMPACTION OF BEDDING a CURBED ISLAND DETAIL ` REMOVE EIOSTINC STRIP OF PAVEMENT - N.T. LFILL SHALL BE TO 05% OF ND EXTEND NEW PAVEMENT TO LIMIT MUM DRY DENSITY AS OF EXISTING PAVEMENT. LL1 ERMINED BY THE STANDARD O q CTOR TEST. 1MIN. Ai••yl w F_ TRENCH 1' MIN. poRI TRENCH[S WNNSTABLEZzTERIALS, TIE NON MATCH EXISTING TOP COURSE _—THE EDGE OF EXISTING PAVEMENT SHALL BE TRIMMETOM SHALL BE FIRST MATERIALS AND THICKNESS STRNOHT AND SQUARE PRIOR TO PLAONC EACH NEW NEW OR EXISTING FINISH- T/4' RB0 BIUZED BY GEOTEXTILE COURSEQiPAVEMENT (SE MINIMUM TRIM DIENSION) SURFACE, SEE PLAN 1/2• R U'I RIC-MIRM 50OX, AND 5' CD C i 5HfD STONE-3/4' MAX. MATpGALSMATCH SAND THICKIESBING BASE RSE —EXISTNG PAVEMENT 70 REMAINPAVEMENT PATCH TO MATCHSTING 6ECTION WHERE LICABLE, EE DETAIL ''�I- -MATCH EXISTING SUB -BASE MATERIALS NO �N l!JTHICKNESS (MAX. LIFTS OF B•)dA WET TRENCH SHALL BE [%PNSION JOINT MATERIAL' I!ATERE LLING PRIOR TO4000P31 cONGTALUNO BEDDING. J . � �, + •7• ' �-� COMPACTED ROADWAY SUB BASE- SEE� 0. PLAN FOR PIPE SIZE h -�� SE DETAILS 4 SPECIFICATIONS B. MATERIAL. Ih^ S. STORM PIPE BEDDING SHALL BE 1/4' CRUSHED STONE. NOTES. NOTES- 1. WRAP PERT PIPE BEDDING 1. ALL MATERIALS AND WORK SHALL MEET THE CITY OF SOUTH BURLINGTON 1. CURBING SHALL BE VAOT CLASS B CONCRETE. MTI APPROVED FILTER FABRIC. DEPARTMENT OF PUBLIC WORKS STANDARDS. 2. ALL PAVEMENT SHALL HAVE A COMPACTED THICKNESS TO MATCH EXISTING 2. LL BE EXPANSION JOINTS SHALL C FORMINUCTEO EVERY ZO'1GN AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO EVERY OESIONATIOU ' 0. ALL EXISTING ROAD ONES SHALL BE RE -MARKED AS NECESSARY. M-153 (1/2' SPONGE RUBBER OR CORK), 4. SHOULDER SHALL BE REPLACED. IF NECESSARY, AS IT EXISTED PRIOR TO 3. ALL EXPOSED SURFACES SHALL RECEIVE TWO COATS OF AN APPROVED 16D MININUM CONSTRUCTION. ANTI-SPAWNG COMPOUND. 0. APPLY TACK COAT TO EDGES OF EXISTING PAVEMENT BEFORE PLACING 4. ADJACENT CONCRETE WALKS OR SLABS SHALL BE PINNED TO NEW tat EACH NEW COURSE OF PAVEMENT. CURBING ,PSEOF VQ,, S •{AB / 1 TYPICAL EXCAVATION TRENCH DETAIL n TYPICAL TRENCH PAVEMENT REPAIR n TYPICAL CAST —IN —PLACE CONCRETE CURB No.4496 N.T.S. N.T.S. °'3 N.T.S. 'RWTTLIWR E. z 0 INSTALL SAW -HORSE CURB TRAFFIC CONTROL ._.._._..^.—,3 BARKER, TYP. �t W SEEDING SPECIFICATION V 1 H TYPE I STONE WRAPPED IN MIRAFI 140N OPEN THROAT S BY N100HT 185. LIVE ANIX GRASS SEED TYPE OF SEED ~ FABRIC TO CREATE A MOVEABLE PER ACRE FILTRATION BERM S' HIGH MIN. 37.5 45 CREEPING RED FESCUE 31.25 37,5 WI N ER H BLUEGRASS NEVER OUT LEADER [�] NOTE: SET ORATE IN MIRAFI 14ON FABRIC (OM APPROVED 31.25 37.9 WINTER HARDY, PERENNIAL NYE `^`F1' EQUIVALENT) UNTIL FINAL TURF IS ESTABUSHD. REMOVE ACCUMULATED DEBRIS k CLEAN OR REPLACE AS REQUIRED. W CONSERVATION Mq GRASS SEED X BY WEIGHT LBS. LIVE SEED TYPE OF SEED n 35 E` 3S INLET PROTECTION PADRE KENTUCO RED FESCUE ?5 ?3 NNUALKRYELUEGRASS r_'T 11 11 (WINTER HARDY PERENNIAL RYE USE 'AEB STRAPPING W ORA SIMIL VARETI�M ANHATTAN 70 SECURE -NO "RE [_, Z 6 N WHITE CLOVER TREE STAKES -STEEL OR 2X2 C� 5F,7 HARDWOOD-3 PER TREE INSTALL 3. OF 11101. ARK ~ 10 10 HIGHLAND BENTORASS 2/3 UP TREE RA TO FIRST BRANCH TREE WRAP SECURED MUL O MOUND DEEP 1 0 SEEDACRE TO FORM A 4' DEEP F/T REMOVE BURLAP FROM 1BTH TWINE l/ SYNTHETIC FILTER TOP THIRD OF BALL SAUCER FABRIC SECURED 10 FERnLJFa - to tw PETi t000 5'A FT W HARDWOOD POSTS SPRING SEEDING _ FALL SEEDING CUT AP ROM TO r/'T LKMF _ IO aS PFIt tnm m FT - _ S' MULCH tiRADE BURLAP FROM TOP U ! DOLOMITIC GROUND LIMESTONE PUNTING MIXNRQ - II III,, MOUND TOPSOIL 4' TO 1/3 M BALL NOT LESS THAN 85X OF THE TOTAL CARBONATE 2 PARTS EXCAVATID SOIL FORM SAUCER�•`� 1 PANT APPROVED OM DST RIVE OW MUM APPROVED TOPSOIL 1 2 BALL OBOTTOM TOFEIPEE TO IPIT BELOW 0 OIL MIX: STRAW MULCH - 2 YMES PFR 1000 SO FT SCARIFY BOTTOM I \tit 3 PARTS TOPSOIL APPLY BINDER OR NETRNG AS NEEDED SIDES 4" DEEP 1 PART PEAT '7 1 PART MANURE \ NOTES: DRAWN AIiCHOR FABRIC MiH SOIL THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE CARE AND MAINTENANCE, BALL gAM[1OL + 10' H (8 HMI. DEPTH , INCLUDING WATERING OF SEEDED AREA UNTIL THE SEEDING IS INSPECTED AND 1. STAKE TREES (3 STAKES) UNDER Y CAL, GUY TREES 3' CAL ! OVER. CCE V. AND BAD FILL ACCEPTED BY THE ENGINER. INSPECTION SHALL BE MADE AFTER THE SECOND - -"-CHECKED MOWING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 4D HOURS IN 2. THE ROOT COLLAR SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT NOTE: GJB 2' X 2' HARDWOOD POSTS 16' O.C. ADVANCE WHEN TIE CON MOWING IS SCHEDULED. BORE TO PREVIOUSLY EXISTING GRADE EXCEPT IN AREAS OF COMPACTED FILL RESEEDING SHALL E DONE UNTIL ALL AREAS ARE COMPLETELY COVERED NTH SHRUB SHALL EN SAME RELATIONSHIP TO FINISHED .GALE A MATURE STAND OF ORA53, AN AREA SHALL BE CONSIDERED COVERED WHEN 3.IN AREAS OF COMPACTED FILL PLANT TREES WITH ROOT COLLAR EVEN WITH GRADE AS IT SCRE TO PREVIOUS EXISTING GRADE N.T.S. THE ENTIRE SURFACE CONTAINS A V100ROUS STAND OF GRASS. AREAS THAT, IN FIN SHED GRADE. _. — THE OPINION THE ENGINEER, AREWEEDS SHALL BE TILL FINE GGRADD,OFERTUZD AND RESEEDED IN THENTLY MANNER SPECIFIED ABOVE .ED. 4. SE SPECIFICATIONS. 11401/13 JOB H . n SILT FENCE DETAIL n TY SITE RESTORATION n P CAL TREE PLANTING DETAIL P G T 1 -� ET !r3 N.T.S. 1 N.T.S. °_3 N.T.S. C"1 N.T.S. — _ C-3 5 SHEETS 19'-0" EAST ELEVATION 32'-0" CONSTRUCTION TO MATCH EXISTING 12 NORTH ELEVATION MATCH EXISTING RELOCATED NATION f /Q aQ ;.3 1u � x v Z QZ C05 U- a a %" as tS8 O a U NO. 4496 D�wnN CCE CH[CK[D GJ9 AU owie 11/O1/13 .N31 11�99T C-4 OF 5 !N[LTT. GENERAL SPECIFXATIONS ERASION CM71RIX The Slmd«d SpecMlwOma shall all to the Vermont Agency of Tr.npurtallen Stmdrd Simbf-tlm, w Construotlm (Latent EYltlm). All Mt, wan shall :1. he Mpitted M Ibd.dwoof Mth the City of South Burlington's Public Works atadara. y discnpawle Win the pane a epoaiflcolions Mall be Hal led to in. Engineer par to beginning that work A EaU.ark I. The site Mall be d,ahtl of all Mi, 1, and vag•tatlon, Md be handled Mall be erbped pal« to Dlaalnq any fill material. DeM1a and vpMatlm MYI be dlepoud of at an approwd Imatlon. 2. Tha skill material from an Mt, Mae oat be used wIMM flea Post (5) of the butdlng ar unor pwking lot. node Per Ydandies, Gerl-al Imported All mulaid Mal act be large, Mon two mahw (2') or maw me,• rum 205 ofwwa 10 the pprO. 200eJ Sme. At wad» slammed mtel Mall bad disposed 3. Gradlnq a. Parlm, all ro l 9radi Mdudleg *assertion, famatlm of kabankmrb, MoµM¢ N.In¢ aamoactlm, aonstruetkn of ditd- old all of " , r n taboo mtrld, and any erwk necssearI to Pens t • wb9ran of all ou dwye, walks and PakF9 arm•. fhading Mall M b-gist to the bottom f tree besa eau under pawl 0, wHamed a and to with.. minlmum f 24 ?,Mae of mina 9roa unor sld, Naopp and/or anbankmMl da - to read- loan along -decM. walk• or .shin. an b. AccompllM al .-ad. and All within the Yap. and trade tin. as Indicated On M. 0r.AM unl- oaanles aulhe-d M M'In be, M. oar. Parking bh Mall M greed to II anal seatlm all t alb -grey b,w. pli my fyp• o/ wb-Des or pwment aoupL tht partld aka ,tmetbn N p-I.bh Man nle-ry w M- maMlrancw t traMa. . Dnot - hearMimIn the mate ld In the canandal m of embankment. d. Place all motMal bNny plap.d In embmbnrt. In horizontal IayrlmpraatlIt mbkn.. arose M. NII width a/ wnbankment, •oapt who II le to construct NII width of the amOmbnent and Mal width lay- or. mthortrM 0"'.by the 0r. 0, let mow Or, Pico. stumps, thaw, mbbl r oar nwtabo* mot.lal In a nDmbnrts. Begin layers of a mbmkment at the d-- part of the MI. Ann of adfR ylNdng or othonM unWltabl. mtrlal list eAl not men onpcetkn nqusemants hall be nmowd, plaed 'm ft MI* malarlal e «oDMy olmpleted at, ao pet to the On, I I. Place embankments for, paved r wrfoo, are. In hMsontd layers of depths MIM MII It In layer of aanpwled mt"d real rla»ding 0 Inch?_ Compot .naa•I,u layer »permed Owa4 Dlaalnq wed nor lay«. Usew satin ,a n fart m •all la to ink Ilam tn":W tar sD pQ ew y Yes A mcgxtF . East toyer tall M k t drowned to red wale to Mre Id* f-ban a d aontlnu-a h-.. and mmlpulating MIM s r*�r to to sewn unllomT =any Con-tmeden emAdment MNI M milled ter..ntln war.. of each Ieyr. g. If, Ourleg tab vonetuotbn of are wmbmkmenh, them I. any Indloalbn set eMWa bulgleq, Orod,InO, real/s movement unor r ore Moving of All rail M topped m In! uto cllaw the motanal to mil In. All -hones and trsle, Mall be canetmcted w th*y wpl tfwllvNy traM hiss pladway a Darklep It bstr. dry alb -base « -U.. count motMa Ion aced. In hanal.q matMde tads one equipment, then Cont-w andl protect the wile aft Iram allmape In lee ad.. shall vshklw be all to trawl M Nngl teak and form rule. If rut. an homed, M• wbil mhall be -haled Md .-"atd any Pocket. of day, and or left metal that may haw known Net Jr..n s'W.. Melt M ranaved, -kind with *'Proved matrlal a. .nosy amp«<. t the Conbaetor. undo Th. wbande Mal b. kepi In auM mmdU. That t .M trOM. h1E=haw, bad. r surface malMol MYI not M dspeNtI on In, sub- roo. unM the sub -grad. he. ben steak I and approwd by Ma Owner. Aft- fh wb-yr�de hce Dar aDOrowtl, nwling Mall not ba p* non seulpmMt move ow U. alb -pane .him will distant the arch uatlon. A tdwanov of 1/2 Wm seer or below the Arlen. alb -pod• all De allow. per-m! that this 1/2 Ind, a.w or Inside wb-grade 1. not Ma 1. fora chime. Ill than 50 Mt, wd that the Ismael l osection I, rnalataNed. 4. Campwtual a. Sall Control roll campaatlan suety aanetrua0on pmNding minlmum percentage of density p..,,I d w sum area alaMlloallen. fdlloaF,y D Me,�eynaupm D f amtowlmuml dry dtenYtY /we eelPMkh aeMiblt a oral dann. mto,IeWre-laity .YollmMlp dtarmin. In aca«dan. MM A', D 7049, w wile Mlcn rat not wMbt a wall-dann. mdlur.-deMail monlon.nlp. I. Lawn der unpay. area. camppset yap 6' of alb-Q V. and eel layer of thi l or ml mateO b .01r ono knum dry dralty. t Compactim wads, pawl and wrfaded wee-. Two entire a- of sum layer Moll M -''Maly eompwledl to at least ma readier. mMMum drN1Y by u» comport "rot consisting of roller. aanpad- r a cembNauM IMreaf. EarstN, eNng and amr equipment oat pwl}I.IIy menu/aeWred lover compact purge». mtl let M aW.ldrea . am action eatpment. [p I.y r fad N- NII width andl M compacted to at lee. then BD parort o1 the .km.. dry density ao determine byy the Standard Mahood of Test tad MobWm-Dw.lty RNaflenm of Sane AtedS7M-0696. Methokald C. Paopt Mat the mateael M A. tap two I»t of my em.o .t, namedlotMy Oa- me alb- grade Man M The wCold density d0onaleatkn5rIt be mp be mesimum dry drYty. Y Y a wan. twang Iabrtory wig a nuawr ar.ltr aquae. 3. Gents Slab b coact wed layer of backml or material to 939 m.imwm dry anNmp ly. . Molitun Control: than..ub-and,, r layer of .9 knol met be mW.Wr. tondltbn. pohow b.npotkn, Mimi apply law to WHOM of alb- pee, I I.yw of p-temal, le wawint Fee watt mmore yy on surface duan b.wuMt to -Potion ap.atlans. Ranee Md rM e- al,rlh a d air try, andmteld Mat Is too H to permit ownpactem to swcmw d ry. 6. Pawl .... Dra. Pahl Lot, and Yard Ana 1. - Wb-qna Adl be war In ....rdann with Sntkm 20.12 of the St.- Specalmlme. 2. raw f. -,h_ w. Moll meat the lot-., gradMg rpuY„nrh (Section ]04.04): Slew Da,igi Passing Squaree Mi Y9lwhw No. 4 2D - 60 h. 100 0 - 12 Ad, 20D 0 - 6 The grow .m M uniformly was. Iran code. 1. Mre. Md me -.lawn, ell ... pmiala Mal eat ern. 2/3 of tab Ihlabpes of the bye, bale. peal. 1st gonad Wb-bow Md be "T'" ed b ON al Me mwknum dry a.-ty an atermM. by AA6NTC-799. 3. Ou.W Onasi fr sue -.km At nwls,lsi, Mal be souredpnhm ppr avwd 1. duresl. ark dwv,Ifmn 1 con Mon-gt of argull mead roilnd k.. Ran ono of hard eabjMlanaletMn 11NdWntgated tone dK aponlo a able, grads, r,qq lhmrM Mail a.- 1. Me famol lath (Shur 70e06 - May $im Dwell Pawntage by ill IMatlon PawYp Square Maeh Slams 2 Did In. Nn 4 >0 - . No. Ida 0 - 12 No - 0 - 6 Tha dmMW w Moll be .-pa.hd to ON of - maArrum dry density a, -..Th, M51110 m, 4. - DenjVea pad. wMed tone we -bow Md conelel o ern onlfamly per, wMe slaw. It MYI M reaemmly lad tram all, :a.rkva ma plain MIM tmtwrary ark area Md meetar . falowleg rpukMrme. remin (s.cnan 704..): l Sou-: This material .hall M abtaMed Fan approwd sa-- Old the dew from Mlm this deal I, obtM ad shall be tripped and Ye.ned Mlaw bbteng. l Grasp: Thh at.. Md, malt a. nqulramrh of tab fall.lep too. sell by w.to, Slaw -an. ', onal Seas in- Shwa 3 1/2" lad 3" 2" go - 100 75 - 100 1" 1/2 30 - m 30 - w Mo 4 2. Is .0 0 - 6 e berms oven Cancrt. 1--1 Th. m.-I vae"' and , posm. p ac- . min q now Nale canos4 pa-, (Type nand Iq Mal m.at nwe"Ante of the Vrmrl AgenoY of mapomallon Snarl Spaclnoatlon. Swtlon- 406. ]02 and 704.10. DMar reulra- arM me as fallow.: Application t bhuminwe n I. ..adman[ Mall wt an be requwmenle at the Vrmrl ShnaN SyclAwllone ror Celestial Section 4 ' a ae polwdbdly ern n Put not nmlbd to, 1. fd.Md: a. -ma Uninalbn. rWmMwk, mould abet, at Is paced bet- Mowrw I, and May 1. Narrkwe Md let M placed Mad, the or l.rnpratun t Ill peal. A. M the sheds and may ham will halt h 40 4egrad, Formal or Insider. P. Co motion: m adlotNy efts tM�ybllumino. ml.WI haw boon thoroughly ughly aond uaMa -ft.my ow eacied a I I yodMA It .man Pre . Makdan, all. - oar, Non. not yaaaanllblr to the alto-, JIM hhes Mall M to Ohlly conpnled rfh hot o llghdy dill hand yepela. Ming Nana, . .swat. (sanders On depr»wd a lam oiler mar M nor. « skated amprwMm Nmp. may M used undo the rdr to hawed aeapre with W the d.-- a. Suddae Tol•ronaes: Th- Wrfoa. will be tasted by the Engineer using p 16-fool etmlgrled90 at -Nested lawtlon, pMdM1 IM the lamina Any waatbn....-nor 3/16 of m In. homes, my Ira .hoer- aball M wlhfaot.My eliminated. A 10-fool -halghl- adge may M u-N en a wtkal wave The eholghtedoe- Mall M provkled by the Cmlraat.. d. Notating Surface,: Yoh., a n» pavanent I, to match an Meting alluminp p.-.Mt for o -day r Innm, the Contra.,., MYI uwlly anooth ut the PaIMleg pawm.nt dare. a -trc-Ight.IM- o minlmum tone feat (1') Into the welsung powmant, a th. M.IMg gnh EmuI.Mall Th. ai d41hFel pall p�Aco Mama leaned ma ootW 6. SlabOthi Fabric: Sta1,6lsetlon fabric Mom Hall by Me DIM- alU maAMlwlu301? r� aq,dd. Th. fit'. shall be Installed le 0prdan. C. Ortw9• Syetwn. 1. At .iris mtl Norm all shun meet the rawlnmenta of Sealkn 601 of the Simard SpwIA.Gone 2. Al the CCoanntraatori mien. !h, followed m • 1 t atom dninaga: g tla may be used « he a. Pa y Owens. PIP. oennemleg to ASW Spoelfi.Uon D3034 o,111 , ill s•wr pipe and Ill SUR 35. D. Ranf=W canwoto PIM meeting the requirements of Swtlon 71MOl o. 7C1aQ aotod PayeMINMe pipe morel the rpuh•mrt• of s•o0on I. Carewqarea abmNum *ley Pipe m»Ilnq M. r•quhsmrt• of Section 711.07. 0. Oest-In-piake cub" 1. All mat -IA -plan. Ill •hall be Pined to the IIne. and grades, establish. In the plan. In .cord«. with szVol 016.06 of the Standard SpMOwtlme. Us* Clan B Cmm•h (F'a - 3,500 psi). E. Cmmt. Sidewalk All acknol Ydeealk. Moll be placed to the lines and gradew tabl shed III the plan. le ....rdana. with Section 516.03 of the lumda d Smdlkatime MaNabalr ramp. Mall I. wealaw ted M dWwwcwce wIth ACT Standard Drawing C-3. Use Class B Conanb (ACT $01.03). F. Warr Supply This Maj.Mt all be waved by the South Burundi- Watar DI.trlct. Th. new IM* win tap off the "iing 6 Ina all ton water service tht run. undr SIwb-. Roe and I. teed into the .Lung 12 Intel data* MOM water man which mna mind Me East sit* of ShsiMm Rood. Thin Item Mall loan at of the apkatim an bmkfN in himself four the camplel, ao truoUm of Me water main. Md swNoss. Thh -hall Mdude wives, fitting., red m other aDvurhnanon noon.aarryy to complab the mat« morn .yetern a1 I.oted on the drawing.. All mat= and IcetdlatI. Mall be M oeaordanea Ill swab Buringan Water ohW.e. standard and cnpw 21 of the En to, Prolnton Rules (Walt Supply Rulee -Part 5). 2 mil a. All pip. and MIN,y. MYI b. Inapacled and tested In do-dwo. with the araru'l I ay1111k, one and the I ralatimaa A. spwlnaatlona The Contrabtt Mall NrnIM For approwf certlflwuon with ehedmmthe eI.tOrpybe ml�ufaPlkwa Mall tt be Mom, Installedwithout the F proms. . Seth Buaingtan Wa ' Dbhlt's aDprawl. b. Pipe, flttMq., ant own.«h• Mal be carefully handled w avoid daaag. Paw fo the data of oenpland. of the Pnjle/ work by the Owlet, It*, CMtraatt Mall -I,- an ew pip, w *,""cry found It to be do at my lime MCluding Rea leewlbtlon, at no ..We. to th. 0.- All M.wlallon and testing Mall be done In aO-d.Aa. will AWWA Standad IMDO Md ANSI Spwmeatlm AMAI. n MI pg. ...As held- Mall M rejected. 11 dock, down, In M. ppb.� Ill,. Contrlew And of MI own Papa» and alto Me oprow . th. Entil eat Me the creakad .aliens at a point al ,anal 12 lemow from the N,IM. Ill. at, the crack Md ... In. sad red parllan of the PIP. Conduci wodges ,Fall be Mwelled t all )dnty. Thm per )ant (Male.) a All pip, Md Attends Mail b- alPre o1 all torah matter Md dabrM qbr to M.Ke it. end Man M kept dmill me tla. of -cksMonn y as Denr. a. At all I.- Man th. pp laying a oat ......y M .wpm. then -pen do of Me pipe Mtll b. olo.ed by "mpwwry wet.11ghtvpluys r by oat approwd mwn. If she h In the trneh Men • h ew, . the plug MYI real be rrwved until all du,.r of wets, artaring rho Pipe ban passed Ti Pipe Moll M Installed In t-Imes d al ore Ill. antl pods Mown m the Conhoal Orwell - My aAwlkn al Ioleh .all M wlmle the Imit. specified by the mmulacWr-. E An piping and apWrion-des a«nested to the . I,m let ahal M plpp Tiedhwl so that no .trainsp sum be Impoesd on the ..bmMt. land, (If the not to be trmseamad,a.. Contract , Mdla submit .prtUloolbn ofwe .ompllMM). q. Can, thmst bonds, Mail M Mstalled m an plugs. I— and bend, =Zing It 1/4 ad4p . man. Can all be token to ... M amt po*t. all net A tat .Ith Rapee, )tints, r boll.. Me rwuMd f that blacks - Mod.t.d - In. plan. or Man be vs ppnwd by the Englner. In. A minknum 15 Inon vrllatl wpantlon between the outside lwrfoaes Merl M maintained Mr- war ."I- wee. wad *-Noes. Seat -enbew Main wool woad whop at w ream right angles with NO Ww1h d wit ytInd, tied on th, narks nbth d Id,4 vl .tmum ..n and.and Me nor. all may beesreylu aWral Wppert w a* wit I. Thers Mal be no physical connection between the distribution system MO any Pbse Dumas, hydrants, der tanks MIM n plied o may M WpPI . a ast that 1% IT may be emtomMoted. I AN t-MN wMy Monawl. Mall M In conttman. wtin all apau bl. slats Ind F•aral guMtllees and I. spedNled an th. plan. Is. The Cantnt. Mall, at all How, keep me Iran.. entirely run or wad untildl eok N ArW.d and Moody far P-MlM¢ I. Volw bees an to be Installed m all bum. -tan. Tha boost shall M pl Iron elm a mnlmum 5 1/4' diameter and land .adder a Pa<Md Tram the ale to Allen al pea. The Cease Mnll an Ma b a�ff g nut aorwas dd uffla" a of ore MA- wad bewes Mal not Caws Mon be ales All and dirt tight MOM the tap or it. cower A. with the topn shallMi the Prow Hon. Claim be marked 'WATER" with an *mow Indicating dseatlm of aibmhp. an. Chico le, of has raw we,Nn Mall be conducted only all me earketc, had been Wccewfully prawn tweled and nulled and a dear trawn Iw mtdned » dt-mMed by the Engineer. All Mlwlnotlon te,Gng -hall be don, by an Independent third party ppdved by the Engineer and South Burlington Wal. 0htrlct. The Catroct« Mall furnish all lab«, equipment, materld., Md tool. Memel to ol.Nfwl Ma pbe end ppurtanmcea M occadan. rich ore A. StvMd b DlelnWIM, Wu1. Maine C651-96 (tablet method not -done le). The method of dhlnfwllon MNI be by me c tau l e feed method unhwe otherwise approval by the Engine.. Aft. Mlling, fluohln¢ .4 addition of Orkal -.it., the onlMns cmm cation w1i the pipe Moll be at lean 10/I, All diNnMtlon until armbad pMortned Im the Wpwalm of ore IllPA.. Tho obinfectbn Dredp Mall M Oeemed had dlaaccl hcc ed maonit* show, two a0ddpla of at. <irkloglad nnicalnatbn. 1. The Contralto, MPll NmiM d gages, testing plug*, ap ge, ds. and NI air nw*sawy .gvtpmrt Md labor to "Hall Hal r, nP'.eun test. AI Prwas taMMii hen be done by an Naprdrt LAI I Party approwd by the Englner and South Surllnpton Water DMUkt. Tree;wt-lad Mall deal. mtl ,aalntan, far two horn, 150 "'sent Cl o/ a. ._,nngp.ewn measured In Perna pr ,wen Nm (200 pall - pern). Etun to odd the d n tab preseun he An ter. her t,.. cm.umtn I failure of Me sectlon tested. No Pipe installation -sped If the leakage I*greatere ththat aed tonal,by the W olw lee -sped-spegreater formula: 1 - ND 4 Mkn,w L»w S - Length of Pip. Tallithv L - MI** La'1= In gal-9MR D - N-Ind Dianna of Pb. () P - Avragw Test P,-m (Psi It Numb. of Joint. In the Pbelln. Tested AI testing Mal M d Mcted M oo-cImm all AWWA aW latest raw". N then b .wee Mon a now or nor feet ink kwhas (a,11 cannot be maintained ow the water link., the C.Maow .hall A dry ore En N*r ond South Burlington Wales District (M clung) for a ml»d a.17. P. A: -all, IrIzq Ut eater line must be approwd by the Seu[�t8ur ^or Engthen dermw 1.1 Ct. Mal - w 6upply 010slm and the Water SuMI yl DINNm and South Budlnptm All District. to 0. SmItwy Saw. 1, Batumi MII [talk Mall coma of Me awaal Md P:.1 g rwdJ- w the Metal a U. paNty lea", -sera male, Me to me Painting boaraltTanal armadµasVul.Nall. Md M rraappurt..." M .....rykto and Include .11 'Alno ahem MIAMI In Ina &..a,.. All wail •ewer matela and mmadru.1 n or awns Moll be ore Mown . the Matroct damage and Man meet the requirement. of the South B.Hingtm Public Worke Department. 2 Materl 1. a. PVC Sow. MM: PVC waver pplc- Mdw l amm In all aspect, to the test ral of ASTM SMalfiaction, D-30M a Fa79, Typo P9M PdyNnyl Chlama (PVC) Snr Piped Fitting., SOR 35. Wdl Al of all PVC yylce Mall a ASTM Specifications fa SOR 35 Plow pb* end oiling. Mall M ciaMy marked es fdloww: - ManubaW-'. Nam. and Trademark - NmnleY PIG. She - Mot.rbl Designation 12454C PVC - L.rd 'Typ PSM SDR 35 PVC Seale, Pipe w "PS 4a PVC 5- pip e' - Dnlgnatlon ASTM D-3t4 or F679 Alnb al M pull -an I- uM." elaalwnMo -at* m0 Mdl form to ASTM 0-3212 fi• ga.. -hall M factory Inetdl.. Tie pipe Mall be NmlMad M hol 1.1 13-het IengMw SumMNnt number of hart length..4 NII m.hln. A t Mm be yyroad. w t manndes anCann tads. AI a.nwt. MI requt. the uu of manufactured "tinge "oil to riddled, w WW type pmnwtl.e will opt be wonlan0 ac.ptaide. 3. InstallOtlon I, baa)ahwaIek mansk, eernGWMlleadsblm the plpe,mH to accommodate the ba g nxi.adewaain plh ant tend ime were hawto abeentldry Mta plc- h being laid and b an. En approver glad to ownmeene Monfling op•ratlone r b. The ball Md of the pip. •rem faw upgrod. at all fell- and a. placed le sum a moo as to mown m. Nall •ern Men In. Wcd•edinq !ion Ie Inert- Whom rail by odvew. gfedrnq landllbnw, M. Calt,di Mdl RI any pally, to make a wltal bed leg Ion the Tha le Mall be a. ad to a 90 p lee t dry density Fes M rest P. detamin.e by tree A-ZO-T-99, Method Fes P-Fad) test, up. holm U..h Manse (0") of b"dMg m -Mal Mail ba plwed. My pipe MIM h not lam la ped• one dgnmrt Mm be -laid to tab sal Ion of the Cngfa.., The bonat motMY all be picanot sad cwpwtW m ash ede of the plea to a height of one-hdf the pbe dbastw for me Jut width of the *alawted Vanm and ore andr . in. .."'pled plan. I. Back}III Ad' aa-inch with wed m hnfpOOetea.Man(2 layers p-aent of maok- dry drelty M determined by the ASSIRO-T-g9 Stendwd Prot. by mane approwd by the Englner. No stow In end» of me and ..-hall arm (1 1/2') d aler Mall be Placed Mi two Mt (2') of U• silken- of th. Dip. Potkulw P'somtkm. Mtl M taken M Piearart and aawpaatl- of th. bocknl matrlal In war not to damaga and/w bap it pip. Ina backfil shall be n ..... up awry an nova Alen a1 the pipe for is lull IengM. noun, or king m the completed PI olll smapt as may be y In tamping or Mmflung Mtl not be perrt,llta untD Me MnM AM Mr back III to a realMM1 of at IpI two MI (21 . Ma top of ma pbe. During wnadmat , all open. oe Lo It, pSpp Ile» Mall M Prteat. flan the en1Mhq al .win w M. matwld. d. LwkaM rate and Mbwn- far Granite S.e.w Prior to t»Gnq w a .hence, the pipe M.Id lee minded by pes mg throughens p pe a NII gouge eaueaga. It shall be the wasma.b0lty o1 the Centroator to haw the pip.? -ad. Immediately fallowing Me Mm aping, the pit. Inaldhtio, Mall be tab. wIU low-preWn air. Ar Moll M Nally wplbl la Inn plugged at letalltlon unlfl ens Mle,nal air p akawm rwMes 4.0 ,.,do pad puan MM grwlr than the away. balk pr•mre of my b, allowed r phoney submarge the pip. At Iw t Iwo mist» al prawn stabllhtbn before pacell NrU., The pill Mon be oon.Wwd avaeptaboc Men 'Hied at an .-go mwwrs of 3.0 Pound. par square NM grwlr than in* swags back pnesun of any groundwater that may Pubm.ge Me PIP It*. 1. ore that let* of air I.* fawn any eaaden tested 0 t, rneory Maa•n m rend* demWt ehuwr des d- rat awed tG wbk hot p- .hill. or M. the tier und. het ewe not I... air at . to gral than 0. DUN cu lc east par minute par squat. feat of Internal pipe arm.. Th, reeutsrnenb of thin pad cal Mall be don.Idred satisfied If the time reml N encore fa the preswn w demw ss fawn 15 to 2.3 Desna W q Ptm It granter Man the .-go back pnewre .1 any grwnrhat- Mat Al Wbm,rge Me pipe I. not Io than that mat too oeaadkrg to the Mlowlnq tapir MINIMUM TEST TIME FOR VARIOUS PIPE SIDES Olwn.l. (nM.) Tyr. (S-Md./IOD Pwl) 4 16 a 40 a 70 e. Vawum Tell: Thh method of testing mmnall w leakage Inwl the use of a alem for adding the top of the monnll We »etbn d pumping ths of, eat of the manhole, ors ting a votmen and hddlna thin vwuum for a prosarll period of time. The procedure for ale lest in M ldlowr 1. MI 11"lnq holes and aterke )dote srdl be Alen and painted with aMormad rem -thanking mMw. no completed ..Ad. Mtll not be bwirmha prior to testing. Monnoles MI& haw beer, baekANed Mall We -a- M ..was th* alum aelallor parr M rear, t»1Nyy a !hs mmhde Moll b. tested for look." by mane d In..0L.-IlM I.maq* lest. 2. MI pipes Md the, openlng. MW the mannda Mall be Pull _ plugged In a manor to drewnl displacement. 3. A plat* sm an Inflataboa rubber ring the .ow of tree top of the mmhde Am be Ntdlad by Infltleg the ring with as to waa.uh adequate to Moment lo-kit Mlw»Meer , of an e m rmq and me -nhd. won. 4. Ale, shall the, be pumped out of the manhole m-gh an openlnq In the pbt* until a wcuum In cashed held. t the manhd• gaud to 10 IM. of maary Mon apprvwtl wwum gouge Two remold of at Mall the, be slapped and the test begun. 5. 1st maid, and, pop fah test If - wwum Flee et 10' Ng r drape no leer than 9' Hg .Ithk, me I.M .I,g trans: Than: Dorm of 4' Did star Manhole Minutes Seconds 0' 10' 2 o 10' - +5' 2 3o 15' - 20' 3 o Ill 3 30 a. If the wcuum drop .....do 1a Hg during the -plan ed than .salads the mwhole .hail be tended and *tape 2 madeq, 5 dad. reported unit the alum, hold. w me malfled l7mn. 1. ARr the mmhde ..saes M, wwum lest, It Mall be baokflled disNlly an th.' lee Iwlu on el If the mmhoh be turbed IT my wayy w g broc R Mal be wwum tested cab tlMq to stpo 1 in 5 *bow. If the MA hall III me manr et. the Contractor shall feel the rati Mlna the hoh •offinal feet. 5. The Contractor MYI proyll the Englner with a wrlttr log of vain manhole leakage test milt. M re Mall t d ted to bundle mannda 9 an see b• sled m a. dip Pal« v Mv.te. f. The Contractor Mall be leIywabh fr "di me 10 ton Md maintaining ma ente ph eon onutniti. Mown . the plan. g. The Contractor Mall w-M.1i all Mr•tmtbn with the Tmm of oaM»tr. H. Underground UMMa For underground social and 141 we (was mrYI- the Contrail shall trem. plc Zeg. pk. aondult. and Doak II In ace«dan. MM th, udity damp.�s rsquhwnMto I. DEMOU11ON CONTROL PART 1 - GENERAL 1.01 RELATED DoWMIN13 A TM Cmatual, al the Contrast and "Awed Requkemenla of the Can-, pommel my to In. 0-1 Contractor.Su,Limalow ra "able wp w ai n- aal r pralne furnMhleg Imo and Total unor this Saatlon. 1.02 OE21CwtIPTON or WORK A. Weld M..O.: ProAac .II lab.,M ando lah, pulDmml and Ne larla Ma Indicated M a ...away to avdamdthe naulr.d al. damalllan n Cmlr.at Document-. 9. Pe.panebry. Down 11. - A- AI oak n Indlna en lethe C-hnf paaumrb C MaNtdn eel -nor alma.plw• -Ill dawdlts" d truth. Ma- of thin work. It ell be th -pr.Nllty al the Conhnw Mto Mae maths antl Wplot pray. amwed lar. la ..meat, Madib.. m.1- . M, ...um, Mm ...ad and aaProwd by the Ea9Mwr. 0. Adewale Iwalwtlen. Mal be W- to wd-t d1 wadande era the Omer• prep." wmq Me p-m, of a. Wars. E. Mathes and swelling of wok Mal, M sprawl by me Englner and alert eaten »-whim. Clerdleate dip ark with Mae, cM"A- F. Me Owe, has dkrw wain. Marvgd a D.Ma:We. of their ..'ad. , : Qtl - - ptsd -oh era,. to a. credited ono a. Contra., bNwar O.nr end naa Contractor. PART 2 - PRODUCTS died PART 34- EIRWTOI 10, DISPOSAL AND OEMOIIIW A. I boeumuMln bn Andamdtbn .Ink Mall be removed at the and of M e. wring ay and be dowaked a1 . ncyded M a legally ...plow. manor. 1. Garret Notes o The Contract. Moll aontmt red MaWrial, OR .-Ion mad• le mawalwa. vith the'Vrmant Handbook w Sal &.NSai . and lment Control an Cmetructbn Store Sgwkd Publication no. Y. 2 Construction Snauenc- a. no Contractor Mall be rapma.I. fen wlablMNq all -- .-the meawree del.leted on 11, piano n ley aPdltl.MI m m shot or. necessary to ror lmlve Jan Thad C.aireala Mtll haw ration c«hot mtMah and MNaltlM aquipment . Wt. at all those. b. Set forms Mall M h,vollad Mi the base of the MI clop•.. The Md] remain M pion until m* project Me has been dmnlyed. Install elm. Meek dam. in prove-IM. •.des 60 red an centl to preheat set hart, enabled law, IM droOwl system Ow petrutlm. tlwm time Mon Is nmowel Men vegetal I. eslaollshad. d. DMA Mal be controlled through M. application of mld- Phial or wtr. d. E.011 aw l ham • rth .... tlm and ditch III land Mall be disposed of oNote used fairpmlwt ell matarld If determined al by the Owners Rod-tallw. a. MI l P-'y s,.lr ""trot maesu- r kW w my P-amed rletr wed Mall be Inte- l. pto Oatabar 1. Tnr m-- Mall ion le plan prior to Me aanmwncsm.nt Of any M, .ark or with-mokNp 3. Tomporry Mweu,. a. Stme Chm Dan- Shall be Inspeated Dr awe 10 shoat C-5 Check dam, arm be npalnd as ,Wed. Once wgMMWa I. stabllMed and the M* Jt dean• era no longer owls w erasion omlrtl, M) Mdl M h*mowed. SwaYi Me 1. Mm Man be rrmand and pissed In ea upland ror M*n th.. 1. w danger of Nana omake. b. SIII Fancee - Th. tl fan.. MYI be or.1-tad In don. all the construction deist. Th, fanM Mall generally be placed 10 feet fnm the too of the Maps « a. .... on a. plan. Th. ma of the I... Mall M plead upml to fokm a Amowel P. to trap all m-H.. The set Mrn and M Mspat.d PModically for damogn . bundup of a.dimrL AI damapea MI fence Nm ova rpaNed a npa.d. Sediment tip-Mmt. YI be drr,ovsd Fan the lenes w may apumulat• and Makes In ch e: M-. I. no anger of Nrther smaJam y pre e. gmda : I..ding land hdlll b: GIooW end an 1,led Inraae eon 1 wRh t soft. Vermont Agency of Trenedartptbn Standard Spoclflwtbn* Section. 65L and 755.07. d. 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All and mulmad. Th, to l 0,11 be submitted to the EalMlon Sal fee, call Frtmvr Mail be apple at ppoelmtYy a r'ala of /00 ewnb pp••rr epMdNq on add antl„le. If necessary. Ilan. Moll be applied to Mo ,down to Prol.k. a pll PH of approwlmtly 11.0. After the Anhhed grad, has beer .sta llM. and the hrtllh- peed. Plant the pedfl. ders bad with alpp..d ThaMon al Ii•edsn Into the ar he Al awake In »a M the prpn ydr q n eon" -. upon omvlawke o/ Ma *bow th, and "" I' n•, roll all awe lading the wrfaoe of Oil le law to pale smooth, p and frse ham ndloes a other Imepula'l away, y watt m nety .tooled alp Imm.lotYr vow pIm 1nq a nab grey. Ftwt bankc red ed, th from been and -pay ratan Ut ew era. Bank,, a other graded male foal Mvp been seabed ed or haw baoomsue Ra i MYI b. repaired ImmaeblMy. VNp approver I- granted by Md Fn red I to plant Off -w-on, seeale .t1 be, onlyy MFMg the p.rlatl ham April 161A to October leis So. Md not pocaad Mfr. I Aw prow of the walk haw propa.ead wmclel and Mall not Inl.lfew with oar Mom of .«k. Afterm g. mu1M .all the applied at a ale of 2 tram pad awe. 5. Water Con.Wdw a. If due w the pro)et wnsawle tmcllon during the Minter month. h A-.. ry, Me all Mi Mall fdlee me Yaw ashol lad procedure oul M the 'Vrmont Handbook Ind Sall Eraw and Sediment Control on CmstmcllM Sites" I. Medkal.w OIIWrtol- between Octobw antl May. II.. wo.bn doo l moawrw Mal M In pip prb to the ,.no Armen¢ III. Ml Mdl M applied to all disturbed a- at a rato of 90 pound. per 1.000 "war. lest. Tho Cenha-tor Mall arainta, di area. that - mulched until mar al angel can M establish.. 0, Maintenance, guarantee and AOMA-v a. Th. C«tletor .It M repansbla for the aqua and maintranw Ndudlep wt.ing Of .peed ono., antl the N-ding he Mspeded Md accepted by the Owne. It. Re .1.0 MYI be don. .,to all a-. ore t a M MYI be M-Id-.d edMr d Ia mature tendWtsurface watalew a wMe, stand or grew. Aye. that. M Us opinion f In, Enllad-r w dal ad j' tryy .ptla Ma11 oe piowd up. Ona pa., fwltiped d n aedod M the »btlny pantt matwflalwNy, sarahlnq 11-hat to oaun lama.* !o new a c. MM l Md guwant•, .II needed a- until aweptw.. e t-( fA LU �F� 0 z a; ' a •�.-1d z � 9 W P, yW /G/wVwyy T UU R 1�1 U RLa=EF1�© d1AWN CCE CHECKED Ga WAl NONE DATE 11/01/13 26131 SHEET F-5 Champlain Consulting y E N G I N E E R S 4 APPLICATION FOR SITE PLAN AMENDMENT CAR WASH FACILITY SHELBURNE ROAD & HOLMES ROAD October 2, 2003 Prepared for: Jude Chicoine 368 Old Orchard Lane Shelburne, VT 05482 85 Prim Road, P.O. Box 453, Colchester, VT 05446 Tel: (802) 863-8060 Permit Number SP- 0.5- `,3 CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD(Name as shown on deed mailing address hone and fax # Ed Crane Trustee P.O. Box 1799 Frisco, CO 80443 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol 555, gape 82 1 3) APPLICANT (Name, mailing address, phone and fax #) Jude Chicoine 4) CONTACT PERSON(Name, mailing address phone and fax # 368 Old Orchard Lane Shelburne VT 05482 802 985-2411 5) PROJECT STREET ADDRESS: Shelburne Road and Holmes Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) Tax Ma 58 Parcel #1540-01341 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use There is a retail store on the property. Refer to plans for Details. I ��• �t ��11t 11mr,• r. �t also be auto detailing services. Refer to Plans for Details. c) (will be dedicated to carwash use. An addition, of 1,536 s.f. will house 4 self -serve carwash bays. d) Height of building & number of floors (proposed buildings and existing buildings to remain, spec if basement and mezzanine) e) Number of residential units if applicable, new units and existing units to remain Not Aimlicable f) Numbe es & company vehicle-, employees)rth�ereoare ttal number of em to ees and vehicle: currently no vehicles for the store. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE Proposed percents reflect with or without Rt 7 expansion a) Building: Existin 10.3 % Propose 13.4/13.7 % b) Overall (building, parkmg, outside storage, etc) Existin 39.9 % Propose 61.9/62.9 c) Front yard (along each street) Existing 48•4 % Propose 24.2/28.8 % 9) COST ESTIMATES a) Building (including interior renovations): $ 160,000.0 b) Landscaping: $ 6.0�001 c) Other site improvements (please list with cost): ISee attached list 10) ESTIMATED TRAFFIC I Refer to Traffic Study - Lamoureux & Dickinson dated 9/23/02 a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE:_ 14) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 2 II hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. I A ti V� ISIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OW14ER Do not write below this line DATE OF SUBMISSION: IREVIEW AUTHORITY: Development Review Board rector, Planning & Zo g I have reviewed this site plan application and find it to be: I romplete Incom lete P ^ i p Director of Planning& Zoning or Designee Date g � 3 COST ESTIMATES - ITEM 9C - SITE DEMOLITION $ 79200 SUBBASE $249000 FILL $ 59000 STORMWATER $ 59000 LIGHTING $ 39500 PAVEMENT $489000 W/W $109000 WATER $ 5,000 TOTAL $ 1039000 SIT CLERK'S OFFICE 'Received 2002-2tX' M Recorded i Vol. 66 —on Of So. Burlington Land Records Attest: j BILL OF SALE _,�a Donna S. Kinville, City Clerk KNOW ALL PERSONS BY THESE PRESENTS, that we, DAVID HERSHBERG and BANKNORTH, N.A., Trustee of the Edwin M. Hershberg Marital Trust of Burlington, Vermont, Sellers, in consideration of Ten and more Dollars paid to our full satisfaction by EDWARD B. CRANE of Frisco, Colorado, Buyer, the receipt whereof is hereby acknowledged, do hereby GRANT, SELL, TRANSFER AND DELIVER, "as is" and without covenants of quality or condition, unto the said EDWARD B. CRANE the following goods, chattels and fixtures presently located upon that parcel of land known and designated as 1341 Shelburne Road, South Burlington, Vermont: The commercial building situated thereon, together with all appurtenances to said building and all other improvements upon said real property. TO HAVE AND TO HOLD all and singular the goods, chattels and fixtures unto the said EDWARD B. CRANE and his heirs and assigns forever. And we, the said DAVID HERSHBERG and BANKNORTH, N.A., Trustees of the Edwin M. Hershberg Marital Trust of Burlington, Vermont do hereby warrant that said personal property is FREE AND CLEAR OF ALL ENCUMBRANCES; that we have good right to sell the same. Dated at Burlington, Vermont this _�_ day of , 2002. IN THE PRESENCE OF: W)tness David Hershberg BANKNORTH, N.A., Trustee of the Edwin M. Hershberg Marital Trust -- y �l Witness 'Mic iele L. alk r, ermonl Prc►anrty Trtarwsftrr Tax V! AWN i1)u:a•e 91'4fat':g3.:r i ' . h,r:t UTAEN END N C CLE, RIVS OFFICE Received 20ta� ` p?f7 Recorded Vol. 0° Fua O Of So. Burlington Land Records Attest: °�,J_ - � Q a vi11e �] LEASE TERMINATION AGREEMENT Donna S. Kin This Agreement, in duplicate, between David Hershberg of Burlington, VT and Banknorth, N.A., Trustee of the Edwin M. Hershberg Marital Trust of Burlington, VT (the "Present Trustees") and Edward B. Crane of Frisco, Colorado ("Lessor"). Whereas, Lessor is the owner of a certain parcel of land located on the west side of Shelburne Road in South Burlington, VT, known and designated as No. 1341 Shelburne Road; and Whereas, on June 27, 1977, Lessor leased the said parcel of land (the "Leased Land") to David Hershberg and Edwin M. Hershberg (the "Original Lessees") by agreement of lease (the "Land Lease") providing an initial term running to August 27, 1992, together with the option to extend the same for three successive five-year terms (running to August 27, in the years 1997, 2002 and 2007), a Memorandum of Lease with respect thereto being recorded in Vol. 212, Page 276-8 of the South Burlington Land Records; and Whereas, the Original Lessees improved the Leased Land by constructing a commercial building (the "Commercial Building") and placing paved areas thereon; and IWHEREAS, on December 6, 1995 the one-half interest of Edwin M. Hershberg (now deceased) in the Leased Premises was transferred and conveyed to the Howard Bank, N.A. 1 Trustee of the Edwin M. Hershberg Marital Trust, which Trust is currently administered by 655on� Banknorth, N.A. as Trustee; and WHEREAS, Lessor and the Present Lessees desire to terminate the June 27, 1977 Lease, and all amendments thereto and all extensions thereof, in connection with a transaction by which Lessor has agreed to purchase the Commercial Building from the Present Lessees; and WHEREAS, the Parties desire to record herein their agreement whereby the Land Lease will be terminated and the Commercial Building will be conveyed to Lessor. Now, therefore, in consideration of the recitals and the mutual covenants and agreements herein, the Parties covenant and agree as follows: 1. Effective this date hereof, the Land Lease is terminated; the same shall hereafter be of no further force or effect. 2. Effective this date, the Present Lessees shall execute and deliver to Lessor a good and sufficient bill of sale, with warranties of title but not of quality or condition, whereby they convey to lessor all their right, title and interest in and to the Commercial Building and all other improvements upon the Leased Land. 3. Hereafter Lessees shall have and claim no interest in either the Leased Land or the 2 f .. Commercial Building, 4. In consideration of the compliance by the Present Lessees with the provisions of paragraphs 1 and 2 hereof, Lessor shall in further consummation of the transaction contemplated hereby, pay the Present Lessees the sum of $150,000 in good finds. 5. Lessor hereby releases the Present Lessees, and the Present Lessees hereby release Lessor, and each of them hereby releases each of their respective successors and assigns, agents, attorneys and employees from and against all claims and causes of action which each may have or may allege to have had against the other arising out of agreements, commitments or actions, taken or omitted to be taken, up to the date hereof. 6. This Agreement merges any prior agreements of the Parties with respect to the subject matter hereof and is their complete and entire agreement. 7. This Agreement shall be governed by the laws of the State of Vermont. 8. Each of the Parties, without cost to the other, sliall at any time and from time to time hereafter execute and deliver such further instruments and assurances and perform such acts that the other Party may reasonably request for purposes of giving full force and effect to this Agreement. 3 655()(),8(; ,_.. Lessor ack►►owledges to the Present Lessees and the Present Lessees acknowledge to Lessor: that they are entering into this Agreement freely and voluntarily; that they have ascertained and weighed all the facts and circumstances likely to influence their judgment herein; that they have obtained or had the opportunity to obtain legal advice independent of each other; that they have been duly apprised of their respective legal rights; that all provisions hereof as well as all questions pertaining thereto have been fully and satisfactorily explained to them; that they have given due consideration to such provisions and questions; and that they clearly understand and assent to all provisions hereof. 10. No representations or warranties have been made by either Party to the other, or by anyone else, except as expressly set forth herein, and this Agreement is not being executed in reliance upon any representation or warranty not expressly set forth herein. In witness whereof, the Parties set their hands this // day of June, 2002. In Presence Of: EDWARD B. CRANE �i By Z, j &' E. David Crane, His Attorney -In -Pact avid Hershberg 65501 08i BANKNORTH, N.A., Trustee of the Edwin M. Hershberg Marital Trust ots""' y authori d Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. A this � day of June, 2002, E. David Crane personally appeared and he acknowledge his instrument by him sealed and subscribed to be his free act and deed and the free act and deed of Edward B. Crane. Before me, Nota 'Public My commi Sion expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, this 11'h day of June, 2002, David Hershberg personally appeared and he acknowledged this instrument by him sealed and subscribed to be his free act a d deed. Before me, -6. Nota ublic My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, this 11'h day of June, 2002, Michele L. Walker, Financial Advisor personally appeared and she acknowledged this instrument by her sealed and subscribed to be her free act and deed and the free act and deed of Banknorth, N.A. in its capacity as Trustee of the Edwin M. Hershberg Marital Trust. Before me Notary P lie My commission pires: 2/10/03 HOLES ROAD IDX DRIVE 1540 NI 0 o,f ;k Gl �1 Z� n 015 1 >1 G34 I 1 , 015401f I I oo��o 0 Q 0 of 01540 1485 C D ® 1540 J 01580 W C 1n i 1540 0166000 015/S C C I iS40 0. 13.0 O0V05 0,8n I Y 5 3 -- _ 1540 01620 C I I � 1 GREEN MOUNTAIN DRIVE SARTLETT BAY ROAD u J r1540 i f � I v MATCH SHEET 64 016 co 0720 gl I I � CITY OF SOUTH BURLINGTON 58 Imm oCITY PLANNING DEPARTMENT qr N� N N 1l54 0 00015 ' q// C 0540 18995 1540 011195 015p BALDWIN AVENUE j 01�10 0100 0033 C ^ Ii ac !2x2 3 Oltls C 1 1540 01�20 ---°�—� 22 k 000?9 8 MCINTOSH AVENUE n a w OT4 0 y a W ¢ CC = 00023� R rn D LAJ � a 012W t540 CC 01210 CC N 1540 01242 1540 01250 C 3 0Oo918 o kSHEET R2: IMPERIAL DRIVE 01301 1540 o1830 0870 770� 3 ¢ 01325 r 0133550 N nl C c NFOR CITY OF SOUTH BURLINGTON Xb&A " CITY PLANNING DEPARTMENT 7F7 51 233E 1233C �3 C I2J38 1540 C OI�2J3 ADJOINING PROPERTY OWNERS (as of 10/29/02) Tax Mau 58 915-00040C Steven Precourt IDX Systems Corp. South Burlington, VT 05403 1540-01459C Socinsky, Anthony 1459 Shelburne Road South Burlington, VT 05403 0870-00002C Hoar, Douglas & Cheryl A. 2 Holmes Road South Burlington, VT 05403 Tax May 51 1540-01350C Plaza Investments (915-0041C) c/o Merve Brown 1350 Shelburne Road Suite 200 South Burlington, VT 05403 1540-01325C Louis Alexander Gen. Partnership P.O. Box 4511 Burlington, VT 05401 0870-00003N City of South Burlington Fires Station #2 3 Holmes Road South Burlington, VT 05403 14 Morse Drive Essex Junction, Vermont 05452 October 9, 2002 LAMOUREUX & DICKINSON Consulting Engineers, Inc. Gregory Bombardier, P.E. Champlain Consulting Engineers, Inc. P.O. Box 453 Colchester, Vermont 05446 RE: Shelburne Road Seaway Car Wash Dear Mr. Bombardier, (802) 878-4450 Fax (802) 878-3135 As requested, we have performed an analysis of the potential traffic impacts of the above -referenced proposed car wash to be located on Shelburne Road just south of Holmes Road in the City of South Burlington. Introduction This Project proposes to convert an existing 4,500 sq ft building, which in the past has been used for a variety of commercial and retail purposes, into a car wash having one automatic wash tunnel, four self- service bays plus two detail bays. The primary access to this parcel has historically been via an unrestricted curb -cut directly onto Shelburne Road. A secondary access also exists to Holmes Road using a shared 25 ft. wide right-of-way over adjacent parcels to the north. This project proposes to retain both existing accesses, but to convert the Shelburne Road access to function as a right -turn in / right -turn out only. On -site circulation, parking and stacking will be provided by expanding the existing paved parking lot. Background Traffic Volumes Background traffic volumes for Shelburne Road were calculated from traffic counts performed by VTrans (Vermont Agency of Transportation) and the CCMPO (Chittenden County Metropolitan Planning Organization during the afternoon peak hour for two design years: 2003 and 2008. The most recent count of daily traffic volumes on Shelburne Road was performed by VTrans in 2000 at Station D105 located just north of Holmes Road. From that count, an AADT (annual average daily traffic) volume of 32,000 vpd was calculated. Applying an urban area growth factor of 1% per year (as estimated by VTrans) to that results in projected 2003 and 2008 AADT's of 32,970 vpd and 34,650 vpd, respectively. Civil • Environmental • Transportation • Planning • Landscape Architecture • Land Surveying 1 1 Gregory Bombardier, P.E. October 9, 2002 Page 2 Accepted engineering practice is to analyze future traffic conditions using what is called the design hour volume or DHV. The DHV is defined as the 30`h highest hour of traffic volumes occurring on an annual basis. On high -volume arterial highways such as Shelburne Road, the DHV typically equals 10% of the AADT. The resulting background 2003 and 2008 DHV's north of Holmes Road equal 3,300 vph and 3,470 vph, respectively. Afternoon peak hour turning movement volumes at the Shelburne Road / Holmes Road intersection were obtained from a July 2001 CCMPO turning movement count. Project -Generated Trips Accepted engineering practice is to estimate a project's vehicular trip generation from trip generation rates published by the ITE (Institute of Transportation Engineers). However, the ITE has compiled trip generation data for only for self-service car washes (ITE LUC #847). Because of the lack of suitable ITE trip generation data applicable to this Project, trip generation counts were performed at Champ's Car Wash, located on Nesti Drive and on Harbor -view Road, further south on Shelburne Road. Champ's Nesti Drive facility (west side of Shelburne Road) contains just one automatic tunnel with a vacuum station. Champ's Harbor -view Road facility (directly opposite on the east side of Shelburne Road) contains six self-service bays plus one semi -automatic bay, each with individual vacuum stations. The trip generation counts were performed on two separate weekdays at each facility from 4:00 - 6:00 p.m. during September 2002. Table 1shows the resulting estimated peak hour trip generation rates applicable to this Project. TABLE 1 Weekday P.M. Peak HourTrip Generation Rates (vte/hour/bay) Day 1 Day 2 Average Automatic Tunnel 25.0 28.0 26.5 Self -Service Bay 3.0 3.7 3.4 Applying the foregoing rates results in the estimated vehicular trip generation shown in Table 2. TABLE 2 Estimated Avg. Week ay P.M. Peak Hour Trips vte/hour Automatic Tunnel Self -Service Bays Total # Trips 26.5 13.6 40.1 For the purpose of the following analyses, an average weekday p.m. peak hour trip generation of 40 vte/hour is estimated to be generated by this Project. Gregory Bombardier, P.E. October 9, 2002 Page 3 Traffic Congestion This Project's impact on future levels of service and average delays was analyzed by performing capacity analyses at the Shelburne Road / Holmes Road intersection. The methodology used to perform these analyses is taken from the Highway Capacity Manual. The 2003 analyses were performed using existing geometric conditions; whereas the 2008 analyses are based on the Shelburne Road widening project having been completed. Table 3 presents the results of those analyses. TABLE 3 Shelburne Road / Holmes Road Levels of Service & Average Delays sec/veh Approach 2003 DHV 2008 DHV Background w/ Project Background w/ Project Shelburne Rd. SB C (27) C (28) D (48) D (53) Shelburne Rd. NB C (30) C (30) D (52) D (52) IDX Drive WB C (24) C (24) B (19) B (19) Holmes Rd. EB C (36) D (38) D (41) D (49) OVERALL C (28) C (29) D (46) D (49) It is our opinion that the average person will not be able to detect the increased delays shown above due to the additional project -generated trips at this intersection. Shelburne Road Widening Project As noted earlier, the principal difference between the 2003 and 2008 conditions on Shelburne Road in the immediate vicinity of this Project is the anticipated completion of the Shelburne Road Widening Project. That project, for which construction is presently scheduled to start in 2003 and take two years to complete, will widen Shelburne Road and construct a median extending south from Holmes Road. That median will eliminate any potential for left -turns occurring from the the Shelburne Road curb cut. Even without that median, under existing conditions, few vehicles would attempt to turn left exiting the Car Wash during peak hours. Conclusion In conclusion, it is our opinion that the proposed Shelburne Road Seaway Car Wash will not create an undue adverse impact on future traffic congestion and safety conditions. Gregory Bombardier, P.E. October 9, 2002 Page 4 We thank you for this opportunity to be of service. Should you have any questions concerning the above or if additional information is desired, please feel free to contact us. Sincerely, Rogerickinson, P.E. Professional Traffic Operations Engineer P:\2002\02-107\trafrpt.wpd 1-1/2" CLOSE POLE MOUNT ----------- 12" (305 mm) AREA CUTOFF FLOOD Ballast Housing. Reflector. Seamless, Specular hammertone wrapper Capacitor die cast aluminum. with semi-specular sides. Finish color; bronze. 1.5 (38 mm) �0 12" (305 mm) Ignitor 1- - - - - (Where i Lamp required)1 (Included) Cord. ® 5" (127 mm) 24" 0 (610 mm) Lampholder long. I - — I 1 1 I I I I 1 I 1 I I Close Ballast Pole Mount. Compartment Lens Frame. Finish color; bronze. 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D 120/277V (Standard 50- 100W MI50W HPS) M 120/208/240/277V - -- -._ (Standard: 175W MH; 70 —15OW HPS) T 120/277/347V (Canada only) (Standard: 70 —175W MH; 70 —15OW HPS) 1 120V (Standard: 35W HPS) 2 277V -- -- --- 3 208V---_---- 4 240V 5 480V (175W MH; 70 -15OW HPS) 6 347V (Canada Only) For voltage availability outside the U.S. and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized Int'I Distributor. Fixture includes clear, medium base lamp. Pulse -rated porcelain enclosed, 4kv rated screw shell type lampholder. Lamp ignitor included where required. All ballast assemblies are high power factor and use the following circuit types: Reactor (120V only) (35 -150W HPS) HX — Hmah Reactance (50 -100W MH; 50 -150W HPS) MA — Constant Wattaae Autotran-sformer (175W MH) om ANSI lamp wattage label supplied, visible during relamping. UL Listed in U.S. and Canada for wet locations and enclosure classified IP65 per I EC 529 and I EC 598. EEM::I ` •t .t -(a)F Fusing -(a)P Button Photocell 5P External Photocell (for 480v) 0 Quartz Standby (non -delay — relay type) (includes 100W quartz lamp) Specify (a) Single voltage — See Voltage Suffix Key. mmavmffmm Exclusive DeltaGuarr finish features an E-Coat epoxy primer with bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. U.S. 4,689,729 FWG-12 Wire Guard SBL-12 Backlight Shield 9201 Washington Avenue Racine, Wisconsin 53406-3772 U.S.A. PHONE (414) 886-1900 FAX (414) 884-3309 RU UD © Ruud Lighting, Inc. Printed in U.S.A. httpJ/www.ruudlighting.com 11/1/98 LIGHTING Mounting 10" (254 mm)L x 6" (152 mm)W ----I Hole Line NOTE: * For all MH, and 100W HPS with 208V or 240V, this dimension is 3.0" (76 mm). Wall Downlight 50W MH E8405-(a)(b) Wall Downlight 70W MH E8407-(a)(b) Any 35W HPS E8503-(a)(b) Any 5OW HPS E8505-(a)(b) Wall Downlight 7OW HPS E8507-(a)(b) Wall Downlight 10OW HPS E8510-(a)(b) Speclty (a) Voltage a (h) Options. � t 1 Aluminum die cast ballast housing features a thermal air isolation chamber separating the ballast core and coil from the other electrical components. Supplied with a neoprene sealing gasket for complete weatherproofing at the mounting surface. A silicone rubber seal is furnished between housing and lens to ensure a water- and insect -tight seal. Steel fixture mounting bar and threaded nipple provided for direct mounting to recessed junction box. Clear acrylic lens is fastened to housing with phillips-head captive stainless steel screws. Combination of internal polished aluminum shroud and diffuse reflector plate provides front brightness shielding without sacrificing wide light distribution. 0 120/277V (Standard: 50 - 70W MH) T 120/277/347V (Canada Only) (70W MH; 70 —10OW HPS) 1 120V (Standard: 35 —10OW HPS) 2 277V (35 —10OW HPS) 3 208V (35 —1 COW HPS) 4 240V (35 —100W HPS) 6 347V (Canada Only) (70 —10OW HPS) For voltage availability outside the U.S. and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized Int'I Distributor. Fixture includes clear, medium base lamp and porcelain enclosed, 4kv rated screw shell type lampholder with spring loaded center contact. Lamp ignitor included where required. All ballast assemblies are normal power factor and use the following circuit types: Reactor (120V only) (35 —10OW HPS) Reactodrransformer (208, 240, 277V) (35 —100W HPS) (50 — 70W MH; 70 —10OW HPS [347V]) ANSI lamp wattage label supplied, visible during relamping. UL Listed in the U.S. and Canada for wet locations and enclosure classified IP54 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53406-3772 U.S.A. PHONE (414) 886-1900 m Ruud Lighting, Inc. Printed in U.S.A. http:/ANww.ruudlighting.com SIM VI6W ffmffmm t' BS Bronze Color Shroud -- GS ------ Gold Color Shroud H High Power Factor Ballast i _ Tamperproof Lens Fasteners -(a)P Photocell -- V Polycarbonate Lens Specify (a) Single Voltage —See Voltage Suffix Key Exclusive DeltaGuard® finish features an E-Coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. ESB-7 Surface Mounting Box PAS-7 Pole Mounting Bracket TPS-1 Tamperproof Screwdriver FAX (414) 884-3309 11/1/98 RUUD LIGHTING 1-1/2" CLOSE POLE MOUNT ` 12" (305 mm) PARKING/ROADWAY LIGHT Ballast Capacitor 1.5" (38 mm)� Ignitor (Where required) Cord. 24" (610 mm) t long. I I I � Close Pole Mount. Finish color; bronze. 50W MH ------------- -- MPR1405-(a)(b) 70W MH MPR1407-(a)(b) 100W MH MPR1410-(a)(b) 175W MH MPR1417-(a)(b) 35W HPS MPR1503-(a)(b) 50W HPS MPR1505-(a)(b) 70W HPS MPR1507-(a)(b) — ' 10OW HPS MPR1510-(a)(b) 15OW HPS MPR1515-(a)(b) Specify (a) voltage & (b) Options. Parking lot and roadway luminaire for HID lamp, totally enclosed. Supplied with IES Type III asymmetric distribution pattern. Housing is seamless, die cast aluminum. Mounting consists of a 1.75" (44 mm) wide by 2.5" (64 mm) high by 1.5" (38 mm) long extruded aluminum arm. The arm is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high impact, clear tempered glass. Housing. Reflector. Seamless, Prefinished die cast aluminum. semi-specular Finish color; bronze. & diffuse aluminum. 1012" (305 mm) Ballast Compartment Cover Patented Hinge Assembly NNNEMIIMWV-1111110� D 120/277V (Standard: 50 - 100W MH; 50W HPS) M 120/208/240/277V (Standard 175W MH; 70 - 150W HPS) T 120/277/347V (Canada Only) (Standard: 70 - 175W MH; 70 - 150W HPS) 1 120V (Standard: 35W HPS) 2 277V 3 208V 4 240V 5 480V (175W MH 70 - 150W HPS) 6 347V (Canada only) For voltage availability outside the U.S. and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized Intl Distributor. Fixture includes clear, medium base lamp. Pulse -rated porcelain enclosed, 4kv rated screw shell type lampholder. Lamp ignitor included where required. All ballast assemblies are high power factor and use the following circuit types Reactor (120V only) (35 — 15OW HPS) HX — High Reactance (50 — 100W MH; 50 — 150W HPS) CWA — Constant Wattaae Autotransformer (175W MH) ANSI lamp wattage label supplied, visible during relamping. UL Listed in U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53406-3772 U.S.A. e Ruud Lighting, Inc. Printed in U.S.A. PHONE (414) 886-1900 htip://www.ruudlighting.com 5" (127 mm) Lamp (Included) Lampholder Lens Frame. Die cast aluminum door frame secures lens; sealed with silicone gasket. Finish color; black. -(a)F Fusing -(a)P Button Photocell -5P External Photocell (for 48oV) 0, Quartz Standby (non -delay — relay type) (includes 10OW quartz lamp) Specify (a) Single Voltage — See Voltage Suffix Key. Exclusive DeltaGuard' finish features an E-Coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. U.S. 4,689,729 FWG-12 Wire Guard, 5BL-12 Backlight Shield FAX (414) 884-3309 11/1/98 RUUD LIGHTING SEAWAY CAR WASH SHELBURNE ROAD JUNE 135 2003 LIST OF DRAWINGS C-1 ........EXISTING CONDITIONS PLAN C-2 ........PROPOSED CONSTRUCTION WITHOUT ROUTE 7 EXPANSION C-3 ........PROPOSED CONSTRUCTION WITH ROUTE 7 EXPANSION C-4 ........SITE DETAILS C-5 ........SITE DETAILS C-6 ........SPECIFICATIONS APPLICANT MECHANICAL ENGINEER ARCHITECT EQUIPMENT MANUFACTURER CIVIL ENGINEER EDWARD B. CRANE LIVING TRUST P.O. BOX 1799 FRISCO, CO 80443 CONTACT: JUDE CHICOINE (802) 985-2411 WV ENGINEERING ASSOCIATES P.O. BOX 769 KEENE, NH 03431 CONTACT: MARK VINCEL.LO (603) 352-7007 SCOTT & PARTNERS 20 MAIN STREET ESSEX JCT., VT 05452 CONTACT: JOHN ALDEN (802) 879-5153 SONNYS DIRECT 5605 HIATUS ROAD TAMARAC, FL 33321 CONTACT: HERSCHEL KILGORE 1-800-327-8723 CHAMPLAIN CONSULTING ENGINEERS 85 PRIM ROAD, P.O. BOX 453 COLCHESTER, VERMONT 05446 CONTACT: GREG BOMBARDIER (802) 863-8060 w a •a x a � � J \o ! j JJ � moe0 I I I I I v n D Z::I -1 o !A z 'LS JUDE CHIC DINE * CHAMPLAIN CONSULTING ENGINEER SHELBURNE ROADr''� SEAWAY CAR WASH 86 PRIM ROAD, P.O. Box 463 COIZMSTER, VERMONT 0640 EXISTING CONDITIONS * (802) 8 1878 0 SOUTH BURLINGTON VERMONT (802) 884-878 FAX Zip \ \\\ \\ jig Nil \ jigs B� t"""AT U Cn f m z � Z o C \ O 8rop \ yv\ ' 44•- tt\i14\1\\i11� p Q1 �} �ti\\\ii\yittii 4: O0 t+�'� i.,411tltit tl i �41\\ tktittt`41k14,,\�� i ISM M 'IVIa /M ° ��\�l'V ! \�. *���'���'ila\itl���� 1'4\����41\i114t �\1, � •\yI iWN tilt\\itt\iit\lt\11'l�t ��ti\\'w\\ti�i\its\i\\�'tik�\1ti\•�\1Y44�'44ttU�t`�!. 1t\1'�1' 4"l't�l \d � - I�� ,. •�y�� •z ��t\*'tti m Pti m mull i A 7 Fr r n a€ 0 ❑m !' m JUDE CHICOINE ° * CHAMPMN CONSULTING ENGINEERS SEAWAY CAR WASH 86 PMM ROAD, P.O. BOX 463 PROPOSED CONSTRUCTION COLMIEST;x, VMUONr 0644.6 WITHOUT ROUTE 7 EXPANSION ' * (802) 863-8060 SOUTH BURLINGTON VERMONT (802) 884-1878 FAX10 z R IN 111 II I P A 19 z A I N °°r immmol INNER�. o r ERA o � o i> o ,d o Ig ��[07070707 , y cp i Cs \ \ \�. I W LGA t \ KKK JIM 1-95 .I Ili � B � • � � ' \ I \^II 11 =i�i s }q � I t I� lij dd Fn I � � JUDE CHI C O INE CHAMPLAIN CONSULTING ENGINE M SEAWAY CAR WASH 9 '� � 86 PRIM ROAD, P.O. BOX 4b9 PROPOSED CONSTRUCTION COUMM& ER, VERMONT 05446 WITH ROUTE 7 EXPANSION ' „ * (eoz) — SOUTH BURLINGTON VERMONT (802) B841878 IB78 FAX 24' CAMP PRECAI OR APPROYFI (4000 PSI 00 'C 040 OR BUM /-24" C.L LEBA OM WN 248 GRATE Gt APPROVED EQUIVALENT 24. OUL .f MORTAR TYPE 1 3r DIA -USE FIE)WLE SLEEVE SE SITE PLAN FOR PPE 9hS a TYPES -MOIOLUTEC BASE Ili I /J_"� TYPICAL CATCH BASIN IN SWALE N.T.S. ILL WORK TO E PERFOItYLD IN AOCtlBµ(E W� THE1B$W:ATNIMIi AND Rif >; FTx N_. u H ATIOI Of WATER �< fF .ETInKL NOTE WERE PLAN INMATES PPE BRANCHES AND AOOITIO NAL VALVES, VALVES MUST MEET SOUTH BUUIMGTON WATER DEPARDEN'FS SPECIFICATIONS INSTALL AS PER THIS DETAIL WATER - (ALBM SEWER) 18• NN. VERTCAL SPARATMH PROVIDE SELECT BACNFIIL COMPACTED N C LAYERS To SM STANDARD PROCTOR DEN9HT. NOTES: PE/SI GRADE INSTALL A 31 GOOSE NEON LOOP 2 TYPE Hr COPPER SERWCE ///��-'' HIGH STRENGTH NON -SPOT( GROUT VERTICAL CURB-\ / LF2b w J Ft.ANOFA iRAME r E EAIINMFXi YPE 1 (I � 24• x 24• Or DIA u USE RDCIELE SFEVE (iIl SEE STE PLAN FOR VKINGM G OR BIROPE PPE SUES a 71PES NEW INVERT COIN mjXW5 FOR DIMING CATCH BAN45 SHALL BEWEE a BOOT' TYPE C AS PER NDA DS BIRIIS07oN P/W STANDARDS `MONOLITHIC BASE CCOMPACTED A CRUSHED STONE � tR' •;} :i'J' (TER) I TYPICAL CATCH BASIN ® CURB N.T.S. ADJUSTABLE IRON CURB !: W/ UD MARKED 'WA EXTENSION TYPE CURB BOX - MUE1LFR N-10310 OR AS SHOWN ON 917E PLAN -M{ELLER N-15200 OR RED NED B-4150 CUB STOP SERWCE CONNECTION 70 EIM 4'x S'x 1B'Sam CONCRETE CAP BLOCK UMxSTRBm 50L IER N-IS00S OR RED RED 47SA0 ONPDRARON STOP DIRECT TAPPED mom 1. TEFTON TIBEAD SEALANT TAPE wl1 E 119m ON ALL COPORA710N 7ifOP8 POOR 7D NSRTpI A SPRAL NRAP CCPIETFLY COVDOD TE IIEERD AREA WN IIID B.PPHER IJE DOPE LE UO1D SEALANTS 9EALTS AREAACCEPTABLEACCEPTABLEMOT ACCEPTABLE 2 lFA OIE TO THEE 7HEAD5 SOIGNE OUTSIDE 6 PPE (A TOMOJE 00 3 LIS OL USS B RE IE7OF 1 WMORAVON STOPS SNAIL NOT BE PLACED LESS THAN 1' APART ALONG PPE. ♦ aXB BDOEs AND STOPS SHALL NOT ME C06TMXED BF)EAM DIRYE9 CR SDEYMKS t_a"N TYPICAL WATER SERVICE DETAIL G SEWERS CROSSING WATER MANS SNAIL BE LAID BENEATH THE WATER MAIN WITH AT LEAST IS INCHES VERTICAL CLEARANCE BETWEEN THE OU79DE OF 7HE EWER APE AND THE OUTSIDE OF THE WATER MAIN. THE CROSUNG SHALL BE ARRANGED SO THAT ONE FULL L04CM O' SWER PPE IS CENTERED BELOW THE WATER LINE WITH SEYFR JOINTS AS FAR AS P BLE FROM WATER JOINT: YMEN IT IS IMPOSSIBE 70 MAINTAN THE 18 NCH VERTICAL SiPARATON: 1. THE SEWER WE M BE CONSMCTED TO WATER MAN STANDARDS. FOR A WARM DLSTANM OF 20 FEET EITHER SIDE E THE CROSSING OR A TOTAL tX: THREE PIPE LENGTHS VHG EAER IS GREATER. 2 THE SECTION CONSTRUCTED TO WATER MAIN STANDARDS SHALL BE PRESSURE TESTED TO MAINTAIN 50 PSI FOR 15 MINUTES "OUT LEAKAGE PRIOR TO RAC IFl G BEYOND I FOOT ABWE HE PIPE TO ASSURE WATER TICRTME4 WHERE A WATER AWN COSgS UNDER A SEVEN, IS' SEPARATION MUST E MAINTAINED. A CONCRETE ENCARF T SHALL E PRD M FUR ME SEWER TO PREAERT DAMAGE TO THE WATER MAN. TYPICAL L1 WATER/SEWER CROSSING DETAIL N.T.S. 4S W OR 35 PVC SEWER NQ.. CONTINUE 10 BIaOM 20-E - t/t PER Fr. NEW S 01A SR PVC SPEW MINI PLAN B' WR 35 pc SEWER SRUCE b'MYE N NEW >CIOt MAN Nr - >b i/2'aR 4B'ELsow d. �� IRDTA� AS IEDLSm ELEVATION SEWER SERVICE DETAIL N.T.S. BURIED OATS VALVE UNDISTURBED SOL (WTH CONCRETE BNMY ONE SlR4(1RT a NIf310R) OF PATH UIaSi AMED sm PLUG ye. �H. a' MN. INTO T pcm r MN. orm TRENCH WALL (TYP.)-J - 7ETNN W4L (TYP.) ffARBIG AREA VALVE/DEAD END REDUCER UNDISTURBED am UNmsluBm SOL-\ - - 4 MIL POLYETHYLENE CTYPJ Y NOTE P0.TElNYLDE SHEET � � . pUST BLOCKS AND PPE N FLLrRWaroPI PREYBlT earo. 90: 45, 22 1 /2; 7EF OR 11 1/4' END MNWfY AREA OF RFAisn VHWFAK rc r na.e. u.w� - 4 B aTEES 90' 4B EL4 a BO' 4B EiB. d 90' 46' 80' a 4C ETA. NY a 48' Ella 40L SAFE FARING UYD 0.6 4b pa 0.6 OA 1A Q!S Ob 1A ib 1.0 ps 20 2s 1A to 4.0 A5 3.0 to .ni. auYHo vwl 1 000 lA 1.0 1.0 ps 1.5 20 1A ps 30 10 lA 4,b B3 3d TA 1p0 7.S &0 1.0 1.S 1.0 0.8 20 2b 1J5 1.D 1.0 10 lb 0.0 BA n0 26 13.0 n !LO 1-5 23 IFS IA IF 35 20 1.0 88 7A 40 2A 0.0 7.0 d0 2p n0 MID 4.3 2.5 1.5 0.0 7.0 4A 20 10.a n 40 4,0 IBA 4. 7.0 30. n0 FHA 1 D00 UAXNUAH WATER PfESSJ11E - 300 P$L M07G REDUCat BEAR110 AREA - 45 BL?D, LARG72 PPE �1 THRUST BLOCK DETAILS \�o/ 'iZT. . 11M SE MECHANICAL DRAW = FOR RADIANT NEAT Tumm WALMEW NTS s• (3sW P�O PSI RTLAND T BRUSH FINISH SE SITE RAMS 0011CAElE) 1/P PER fT. Sj4 ' X B' 10/10 WERE 1E911 ' INSTALL r RNiD :• ^r..:E.s 'r 6' S AE OF GRAVEL INSULATION UNDER ALL HEATED WALKS i AND EXTEND i N ALL DIRECTIONS C71 CONCRETE SIDEWALK CROSS-SECTION 0-4 -A.T.S. DEEP I I/Y GEAR WASHED STOE /-ROCDIOOD CAP BLOC( PAVEMENT SEE DETAIL B SHEET 0-5 FOR TYPICAL PAVEMENT SEC" \--fEOGRD (TYP.) FOLLOW OC NO(A IIETA�Y�IEB/%i PER, HaN4 SPECIFICATIONS FOR BACOTIL ! OOAGD01� EM51NG GRADE W.TANNG WALL NCI@ 1. ACTUAL STE CONDITIONS MAY VARY THE OU1111 ry OF IEDGp INVAMIM 2. COMPACTION SNAIL BE 70 20% STAIMRD PROCOR N]EMEW. S COPAC ON TESTS SHMLL E VJCEIL 4. ODGID SMLL DOM TO THE FRONT E THE MN` s. FOR SPECIFIC N4M1ATOOM"OM"sm MA WFACMB6 FOR SURCHARGE WALL 4 INIUM EMBEDMENT OF B% 94ML E 8' FOR 1WMLLS UIDEIR 4' HIGH. 7. OONOMCIOR SHNLL FOLLOW ALL APPUGBLE STATE A LOCAL BIIDIIO COOES. 4 PROVDE SNEAKS N COWL AT LK HT POE EASES AS REQUIRED - SEE LIGHTING PAW. ATYPICAL SECTION FOR ROCKWOOD RETAINING WALL \J N.T.S. 1B' SQUARE RMyH GRADE QXAHGUT FRAME a cO ER UM A011 R-BOB OR EOUIVALM I or 300o PW CONCRETE b, C SHORT LENGTH OF PPE WIE q� LGAL L C4.*UT DETAIL t - V (TOTAL CO%fR C-e• - W-67 t - i (TOTAL COVER LESS THAN 4'-B•) I i-0r•1. , t RKM POLYSTYRENE .} i•ti`'�': •i . DOMPACTED SAID FEL PIPE NORMAL PPE ®D110� MOIL INSTALL WIO4 00" IS LESS IN" S'd WATER SEWER n INSULATION DETAIL \=V N.T.S. IEpA1RD PA1O MICIES OF TRENCHES SELECTED BAC FILL FROM V OR MORE N DEPTH FN9E TID BY PER9CN/E1 TRENCH DCAVAIIOM 1IIOR000LY COPACiFD SHAMBE9EE1FD OR IN rLIFTS FOR PVC PPE, OF REPOSES AS DEFIED BY 1Y LIFTS FOR DILL PIPE ..ATO STANDARDS 0 0 d IMOifi. 0+2' ,. COMPACTION OF FILLAHD VI DDNG III SMALL E TO Rai F!l OF MAX. BTY 24' FOR Di DENSTY AS DETEAICm BY THE 1 I STANDARD PROCTOR TESL 2 BEDDING MATERIALS FOR N7ES SHALL E WELL GRACED SANDS o - ORAVES-3/4• MAX S7E. a N TRENCHES wANSTABLE MATERIALS, THE TRENCH BOTTOM SHALL E FIRST STADIUM) BY FAB IC-MRAFT SCOX. AND r CRUSHED SCONE-3/C MAX ��}' V ♦ PA. PATCH TO MA704 EXISTING SECTION. n A WET TIEHCH SHALL E DEWATERED PRIOR TO NSTNLNG EDMa D PVC OR DA -��, PPE AS REOURED . . - 6' SAND -THOROUGHLY COMPACTED SAID B' SAND UNDISTURBED SOL OR ROCK ATYPICAL EXCAVATION TRENCH DETAIL E AM CCHICOPYRIGHT TEES ENCIE RSRIGHTS RESERVED 0 m 6om w BID� m CV DO Mo o DO U 4� /OVAL O z � O w x U z � �Da xvoW U UQ W Q W z o O E CHCK LD GJB SCALE AS SHOWN 22139 C-4 of 6 SHIx SYNTHETIC FLIER FAG6C ffCAED m HIARDNOOD POSTS AYP4" F SOL. AID X Y HARDWOOD POSTS O 6' o.c, ee2)SILT FENN�CEE DETAIL � J q. 1.J. ANGLE FIRST STAKE p2(-�2�' X L)TOWRPREVIOUSLY LAX) SALE sZTANES •CDC !TALK air (� FLOW I.>� 4 FLOW r 1GiR'.AL •v r' t•. FACE BALES LAID ME BY SIDE Aj •i (ML) EMBEDDING DETAIL ANCHORING DETAIL ifL—BALED HAY EROSION CHECKS NOTES, I. ALL URDERCROIM TANLS AID PIPING, By CONTRACTOR 2. TM CRANING IS m SHM TAN( HOLDING CAPACITY AND PIPING IETADOISIPS ONLY THEY ARE NOT INTENDED TO ADDRESS TANG SIRNCRNE QNEm■IG. NOTE: REFFR m REOL.AIY SILPPLER Nxuwnz ANCHOR BALES w/2-2' X Y X T-0' HARDWOOD STAKES - ro BE NSTHIED AROUND CATER BASIN DURING OONSTR ICTION AS DIRECTED BY THE ETGImt I THROAT SEVER GRATE HAY SEE PAImG G AREA TYPMJL Y TYPE EI PAVEAUFf r , to 1 OgPACRFD 36' CRUSHED GRAVEL D WA � TYPICAL PAV 36' " C PVC GLOM MIT To 6YBY/ :PVC N. in (SUC11M p1QE WAIN /-=DME 2*PaS TION V: Y PAC PUP BERM LINE P40 �• 2 PVCPULP SUCTION Lm k N CAL' PRECAST 1d10 OAL " � '• a • .• •• _ • ..• . �EETE T «T (OPRF: g' 1000 GALLON TANK � 1000 GALLON TANK, H-20 I" RATED PRECAI SCAR RLA OWCRM TAN. tOR RECLAIM TANK SYSTEM (SYS-3) 2 TANK APPROVED EGAVAMM F6 N.T.S. I 1 CRUSHED •'TOPE TOP OF BAN, SEE VAOT Wra"CATION 70R.02C a fr Mu. 4•' r■J O DI.Ti 1 TAPOt eAON■DPE 14, SEE TIPICAL GUINAAX SWALE DETAIL ELEVATION SECTION TREES UNDER 3' CAL TIDY TREES Zr CAL t owx TREE ROOT COLLAR SHALL BEAR SALE W,7T N ro Fmm'"'D OREWO AS rt BONE ro aa,PT IN AREAEXISTS OF GRADE EXCEPT N AREAS OF OOMPACTM Fill. PLANT 7IIEES TREES SO ABOVE n COLLAR Is R Y-S ABOVE FNBHED (MADE Aa1/d UP TREE OR m-� ARNJpR REMOVE eUTLAP FRG. TOP aF BALL PER PSPEC. SCARIFY BOTTOM • SUES ♦' DEEP NEVER OUT LEAM USE US STRAPPING TO SECAAS - NO INRE TIME STAIES - STEEL OR 2 X 2 HARDWOOD - 3 PER TREE - TREE VRAP SECURM VFDH MOUND TRPSO. I' TO FORM SAUCER .r � IY BDTTO/ OF THERE •qT � TIP. 4 6 TYPICAL TREE PLANTING DETAIL NZ�N. . LGIE: SEE NERiA KCAL DRAWINGS FOR RADIANT HFAT TUBED IECUNEiENTS ww 0 x 6 - 72-I X VMS BB14� TFGVEL AD BROOM FINISH. C MSEALER PER E41APNT MAN WACRIRER PAVFIERT .• . -: . - - fr INSTALL Y RIGID INSULATIONLINDER ALL HEATED SLABS AND 1.. IY ND 2'T I EXTEND IN AtALLDIRIDMIOMS. i 7. SUB -BASE AS FOR PAYED AREAS� SEE SfR.1CfINAL DRAMNOS FOR SPECRCAl10R5 �1 TYPICAL EXTERIOR SLAB ,- NLTs& FINISHED GRADE T GiHANOUS COIGE7E PAYMENT 1 I/�' FlN19H CYN9E (VADT TIDE In 13/{' BASE COURSE (VAOT TYPE I) T W MR. CRUSHER RUN --- .'- lY MIN. GRAVEL FOR SUBBASE aR - GRAM- AS PER VT STATE SPEC. 704,06(FlNE) AS PER VT STATE SPEC 7"04 ..en.— BOWL [g1NAlFNi) STABIL SGBLI2ATNrN AG6C TYPICAL DRIVEWAY/PARKING LOT SECTION NEW SEWER MANHOLE TO BE 2--oaim - W .BRA INSTALLED BY OTHERS AS PART �OF ROUTE 7 IMPROVEMENTS ® CRUSHED STONE CHECK DAM ' DOW AND MAKE WATERTIGHT SEAL FOR NEW 6' CIA. SDR-3B Pryer C--6 N.T.5. MATCH EXISTING INVERT IN - - NEW SEAM MANHOLE OUTLET ROUTE IP AS PART r��_ OF ROUTE 7 IPgOAO,pFlS 7. — IYIM A53 SCHEDULE 40 STEEL PPE _ U1376' OD x :WALL MYDRNAICAILV T MITN A YAN611� w-!= 02 3/e •. ULVAN rAn AFTER FABNCAT"L '1®BO1 RACK' i` 06 OR EOUIVAll31T 3 STALL NCVCE RAG{ 2 3/B' 16 _ CORE AND FOR NEW d DLA MR¢ 35 P% BEN. NEW SLYER YANNG•E INLET ExISTNG CHANNEL OF ��TALIED TS WART IN O BLP3 I AWAY FINISHED CONCRETE AWAY FROM M PIPE COLl1YN, TIP. •$ FINISH GRADE • 'ET" Ci1 MANHOLE CHANNELN.T.SHMMICAP ,.'•: SpR�35 PVC r DM c llew 6 F'7�T —� ON HANDICAP & VAN ACCESSIBLE SILL CENTOW NEW 12' SANTAAY SEVER TO BE IN S'ACE AHD EFOHNIFD aN'� (SEE L1EFAy DIAL SGDTUBE, TIP 1�r NSTAIiIPD EHY OTHERS AS PART OF NgfE 7 BPROMMENTS OUT ISB40•! Q t WIDE PAINTED (gF Y)MERT ";�. w+TE ui's (THAN •��X"�v�io� o. ia��T,t"`'Y HADDAP GRAPHIC SMBOL GRANULAR BAO6i1• COMPACTED MANHOLE NOTES P.o T UE > NONSOD BAE ON L - ie 1. FORM NVTRT TOAL SE RADNS AS LARGEST PIPE LEAVING MANHOLE (SEE VT. SHT E-H") 1 N1 INVERTS m BE SMOOTH 6: TRANSITIONS. NO SHARP BENS ALLAYED, 2 INLET B DUET PIPES SMALL BE JOINED TO THE MANHOLE WITH A I L f A W5121ED FLDOBLE WATERTIGHT CONNECTION OR ANY WATERTIGHT CONNECTION ARRANGEMENT THAT ALLOWS DIFFERENTIAL SLE,,WT OF PPE AND MANHOLE TO OCCUR. ,[�, DISCHARGE MANHOLE DETAIL W-a' (ON) BICYCLE RACK DETAIL llt-V N.T.S. n ACCESSIBLE SPACE AVEMENT MARKING r--------------------IE---------I I I I 11 I I I I �1 / II II I I 1 1 (1 1\ / 1 H I/ 1 1 H I �``=ice/ I I I II II I I I I L------------------ II I II JL--------- J'i PLAN VIEW CGHOWTE RISER AS REQUIRED _ CAP PRECAST 1000 GAL H-20 EE TANNT (OR CONC LOAETE RATED PRECAST APPROVED E011NA1F71T) BAFFLE SET TAT( LEVEL ON 1'-0' YIL CRUSEO STORE NONE 'BADS SHALL BEAR SINE RELATIONSHIP To FINISHED GRADE AS IT BOLE TO PREVIOUS Dnn NO GRADE ' FLASH GRADE 2' maw art ! REMOVEBURL 1OF BALL FROM 70P III\ I I I 111 `SOL Y Ir LBW B MR. ; PAW TER. rn� —RF-0o STEEL EELOIAIIEl P POST 6' qA STEEL pPE 6' .ONO (18A71/R.. 6.623' Q0.) 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BOX 453 R 8e COIdi=STER, VERMONT 05W (806a) 803-8080 (802) 864—:1878 FAX Cha plal*n Consulting E N G I N E E R S APPLICATION FOR SITE PLAN REVIEW CAR WASH FACILITY SHELBURNE ROAD & HOLMES ROAD November 5, 2002 Prepared for: Jude Chicoine 368 Old Orchard Lane Shelburne, VT 05482 RECEIVED City of So. buriifigion 85 Prim Road, P.O. Box 453, Colchester, VT 05446 Tel: (802) 863-8060 TRANSMITTAL LETTER Champlain Consulting ENGINEERS_9" TO: Mr. Ray Belair South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 DATE: 11/5/02 JOB NO.: 22139 RE: Jude Chicoine New Car Wash Facility South Burlington -Site Plan Items: _ Change Order —Copy of Letter XPlans _Prints _Shop Drawings —Specifications XOther COPIES DATE NO. DESCRIPTION 1 11/5/02 Application For Site Plan Review 1 l l/l/02 3500 Check in the amount of $60.00 1 Property Deed 1 Tax Maps no. 58 & 51 1 Adjoining Property Owners 1 10/9/02 Traffic Study — Lamoureux & Dickinson 1 Exterior Lighting Details (cut sheets) — RUDD Lighting 1 11/4/02 Champlain Consulting Engineers Site Plans -reduced 1 I" X 17" 5 11/4/02 Champlain Consulting Engineers Site Plans — 24" X 36" THESE ARE TRANSMITTED as checked below: XFor approval _For your use _As requested _For review and comments No exceptions taken —See remarks _Amend and resubmit _Copies for approval _Submit _Return _Rejected _For Bids Due —Copies for distribution Make Corrections noted IRN&A `7 Thank you for your assistance with this application. Should you have any questions, please contact me or Gregory J. Bombardier. LAIN CONSULTING ENGINEERS, INC. 85 Prim Road, P.O. Box 453, Colchester, VT 05446 phone (802) 863-8060 fax (802) 864-1878 cc Mr. Jude Chicoine - Client TABLE OF CONTENTS 1. CITY OF SOUTH BURLINGTON-APPLICATION FOR SITE PLAN REVIEW 2. DEED 3. TAX MAPS 58 & 51 4. ADJOINING PROPERTY OWNER INFORMATION 5. TRAFFIC STUDY - LAMOUREUX & DICKINSON (10/9/02) 6. EXTERIOR LIGHTING DETAILS (CUT SHEETS) - RUDD LIGHTING 7. SITE PLANS - REDUCED COPY 11" X 17" (DATED 11/4/02) Permit Number SP- - CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on and fax 2) LOCATION OF LAST RECORDED DEED (Book and page #) IVOI 555, page 82 3) APPLICANT (Name, mailing address, phone and fax # 1jude Chicoine 4) CONTACT PERSON (Name, mailing address, phone and fax #) CAAV,� AS AWeI '�%r 5) PROJECT STREET ADDRESS: (Shelburne Road and Holmes Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office ITax Ma 58 Parcel #1540-01341 7) PROJECT DESCRIPTION a) Existing Uses on Proverb each b) Proposed Uses on property (include description and size of each new use and existing uses to remain) c) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) e) Number of residential units (if applicable, new units and existing units to remain f) Numbe employees): EPS anti v, building is vacant, there are currently no vehicles for the store. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE Proposed percents reflect with or without Rt 7 expansion a) Building: Existin 10.3 % Propose 13.2/13.5 % b) Overall (building, parking, outside storage, etc) Existin 39.9 % Propose 61.9/62.9 c) Front yard (along each street) Existing 48•4 % Propose 24.2/28.8 % 9) COST ESTIMATES a) Building (including interior renovations): 1160,000.0 b) Landscaping: $ 6.0 c) Other site improvements (please list with cost): See attached list 10) ESTIMATED TRAFFIC Refer to Traffic Study - Lamoureux & Dickinson dated 9/23/02 a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DAT 14) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). `a I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. y . - ,ZIA) SIGNATURE OF PROPERTY OW14ER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: evelopment Review Boar Director, Planning & Zoning I have reviewed this site plan application and find it to be: omplete Incomplete Dire of Planning & Zoning or Designee 3 COST ESTIMATES - ITEM 9C - SITE DEMOLITION $ 7,200 SUBBASE $249000 FILL $ 5,000 STORMWATER $ 59000 LIGHTING $ 3,500 PAVEMENT $489000 W/W $109000 WATER $ 5,000 TOTAL $ 1039000 CHAMPLAIN CONSULTING ENGINEERS CHITrENDEN BANK 3500 P.H. (802) 863-8060 VERMONT 85 PRIM ROAD P.O BOX 453 58-6/116 COLCHESTER, VT 05446-1311 111112002 PAY TO ORDER THE City of South Burlington $ **60.00 Sixty and 00/100******************************************************** DOLLARS nA, City of South Burlington 575 Dorset Street South Burlington, VT 05403 22139-Chicoine/Crane Car Wash -Site PI II'00 3 50011' 1:0 L i60006 21:fin 1 2is,4 5oil 091,80113fin /j/ PAID TO: So. Burlington City Clerk's Office FROM: t � v DATE: -% /-7 0 Z_ FOR: copies --------------- search time other TOTAL: SIGNED•-- CIT CLERK'S OFFICE 1Raceived 200-2t M Recorded! Vol.— —on Fuca—g�;_ Of So. Burlington Und Records Attest BILL OF SALE Donna S. Kinville, City Clerk KNOW ALL PERSONS BY THESE PRESENTS, that we, DAVID HERSHBERG and BANKNORTH, N.A., Trustee of the Edwin M. Hershberg Marital Trust of Burlington, Vermont, Sellers, in consideration of Ten and more Dollars paid to our full satisfaction by EDWARD B. CRANE of Frisco, Colorado, Buyer, the receipt whereof is hereby acknowledged, do hereby GRANT, SELL, TRANSFER AND DELIVER, "as is" and without covenants of quality or condition, unto the said EDWARD B. CRANE the following goods, chattels and fixtures presently located upon that parcel of land known and designated as 1341 Shelburne Road, South Burlington, Vermont: The commercial building situated thereon, together with all appurtenances to said building and all other improvements upon said real property. TO HAVE AND TO HOLD all and singular the goods, chattels and fixtures unto the said EDWARD B. CRANE and his heirs and assigns forever. And we, the said DAVID HERSHBERG and BANKNORTH, N.A., Trustees of the Edwin M. Hershberg Marital Trust of Burlington, Vermont do hereby warrant that said personal property is FREE AND CLEAR OF ALL ENCUMBRANCES; that we have good right to sell the same. Dated at Burlington, Vermont this ji— day oL L(_, 2002. IN THE PRESENCE OF: i Z�z�/ Witness :)David Hershberg BANKNORTH, N.A., Trustee of the Edwin M. Hershberg Marital Trust A-.icitness le L. a1k r, orriront f rcvvertv'frr�rMs►+r�r Tax [e=il:Tllr:r�)r;.,r.:. W! Uri it) t)141k• k fN 0i t' :14m. 6 i 'r $Wom Vim. . �..... �.. // iii % K ;i d� ��� 'tom' p w 7 CLERK'S OFFICL Received 20 �t�� M Recarcled Vol. on Of So. Burlington land Records Attest: Donna S. Kinville, LEASE TERMINATION AGREEMENT Donna S. Kinivil e This Agreement, in duplicate, between David Hershberg of Burlington, VT and Banknorth, N.A., Trustee of the Edwin M. Hershberg Marital Trust of Burlington, VT (the "Present Trustees") and Edward B. Crane of Frisco, Colorado ("Lessor"). Whereas, Lessor is the owner of a certain parcel of land located on the west side of Shelburne Road in South Burlington, VT, known and designated as No. 1341 Shelburne Road; and Whereas, on June 27, 1977, Lessor leased the said parcel of land (the "Leased Land") to David Herslberg and Edwin M. Hershberg (the "Original Lessees") by agreement of lease (the "Land Lease") providing an initial term running to August 27, 1992, together with the option to extend the same for three successive five-year terms (running to August 27, in the years 1997, 2002 and 2007), a Memorandum of Lease with respect thereto being recorded in Vol. 212, Page 276-8 of the South Burlington Land Records; and Whereas, the Original Lessees improved the Leased Land by constructing a commercial building (the "Commercial Building") and placing paved areas thereon; and WHEREAS, on December 6, 1995 the one-half interest of Edwin M. Hershberg (now deceased) in the Leased Premises was transferred and conveyed to the Howard Bank, N.A. Trustee of the Edwin M. Hersliberg Marital Trust, which Trust is currently administered by Banluiortli, N.A. as Trustee; and WHEREAS, Lessor and the Present Lessees desire to terminate the June 27, 1977 Lease, and all amendments thereto and all extensions thereof, in connection with a transaction by which Lessor has agreed to purchase the Commercial Building from the Present Lessees; and IWHEREAS, the Parties desire to record herein their agreement whereby the Land Lease will be terminated and the Commercial Building will be conveyed to Lessor. Now, therefore, in consideration of the recitals and the mutual covenants and agreements herein, the Parties covenant and agree as follows: 1. Effective this date hereof, the Land Lease is terminated; the same shall hereafter be of no further force or effect. 2. Effective this date, the Present Lessees shall execute and deliver to Lessor a good and sufficient bill of sale, with warranties of title but not of quality or condition, whereby they convey to lessor all their right, title and interest in and to the Commercial Building and all other improvements upon the Leased Land. 3. Hereafter Lessees shall have and claim no interest in either the Leased Land or the 2 I ICommercial Building. 4. In consideration of the compliance by the Present Lessees with the provisions of paragraphs I and 2 hereof, Lessor shall in further consummation of the transaction contemplated hereby, pay the Present Lessees the sum of $150,000 in good funds. 5. Lessor hereby releases the Present Lessees, and the Present Lessees hereby release Lessor, and each of them hereby releases each of their respective successors and assigns, agents, attorneys and employees from and against all claims and causes of action which each may have or may allege to have had against the other arising out of agreements, commitments or actions, taken or omitted to be taken, up to the date hereof. 6. This Agreement merges any prior agreements of the Parties with respect to the subject matter hereof and is their complete and entire agreement. 7. This Agreement shall be governed by the laws of the State of Vermont. 8. Each of the Parties, without cost to the other, sliall at any time and from time to time hereafter execute and deliver such further instruments and assurances and perform such acts that the other Party may reasonably request for purposes of giving full force and effect to this Agreement. 3 Lessor acknowledges to the Present Lessees and the Present Lessees acknowledge to Lessor: that they are entering into this Agreement freely and voluntarily; that they have ascertained and weighed all the facts and circumstances likely to influence their judgment herein; that they have obtained or had the opportunity to obtain legal advice independent of each other; that they have been duly apprised of their respective legal rights; that all provisions hereof as well as all questions pertaining thereto have been fully and satisfactorily explained to them; that they have given due consideration to such provisions and questions; and that they clearly understand and assent to all provisions hereof. 10. No representations or warranties have been made by either Party to the other, or by anyone else, except as expressly set forth herein, and this Agreement is not being executed in reliance upon any representation or warranty not expressly set forth herein. In witness whereof, the Parties set their hands this // day of June, 2002. hi Presence Of: EDWARD B. CRANE By E. David Crane, His Attorney -In -Pact ` avi�Iemhlerg 8'7 BANKNORTH, N.A., Trustee of the Edwin M. Hershberg Marital Trust y is u y authori d Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. A � I this day of June, 2002, E. David Crane personally appeared and he acknowledge his instrument by him sealed and subscribed to be his free act and deed and the free act and deed of Edward B. Crane. Before me, Notai Public My commi lion expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, this 11 "h day of June, 2002, David Hershberg personally appeared and lie acknowledged this instrument by him sealed and subscribed to be his free act and deed. Before me, Nota ublic My commission expires: 2/10/03 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, this I Vh day of June, 2002, Michele L. Walker, Financial Advisor personally appeared and she acknowledged this instrument by her sealed and subscribed to be her free act and deed and the free act and deed of Banknorth, N.A. in its capacity as Trustee of the Edwin M. Hershberg Marital Trust. Before me , _/1�6 (9 p6vx� Notary P lic My commission pires: 2/10/03 J 4 r ROAD BARTtin BAY °4% 1540 01485 C HOUAES ROAD 1540 01515 E C oi'Oas t �i W I 01540 1C 9 y I 0140 Z 1 IDX DRIVE (RZ 1540 01580 C 1540 016W o Viz° GREEN MOUNTAIN DRIVE m Lu w w V) x U H Q 5 .a tl 1540 01650 p 0720 m wood MATCH SHEET 64 D0�05 # i CITY OF SOUTH BURLINGTONLIN. ' CITY PLANNING DEPARTMENT 58 lot 1540 o,5po / 01085 C 4 1, 000f5 C �00029 C� ( C LLL..���-�111111 I t540 01�95 yr n d i BALDWIN AVENUE t L �0 a 1540 0100 �' �— C Ll U P, 03 154 o11u 0413 �r / Oy C 1540 i 16 1220 I \ �1 UPS �/ � R c dig MCINTOSH AVENUE r ppgg77yy y� Ol y O 01 E4 0 1090 �I �1 W 00023 Z i R r1 a 1 } W y 1540 0 R 95 � 1200 oTo 04 ✓ � 1 W 1 LJ 233E �� Z20 V) C R = 123c 12pf Q 1233C C 3 a 1540 01242 I C I 1540 \� C 01273 C` ` d540 50 I 1� a I oog 012C4p70 4 002 i 1 RRR IMPERIAL DRIVE 1540 i t1 1 I 0 301 Y II 1540 01310 I0870 C 5 i1ol 0325 1350ATCH SHEET 58 n! C CITY OF SOUTH BURLINGTON or � CITY PLANNING DEPARTMENT 1 ADJOINING PROPERTY OWNERS (as of 10/29/02) Tax Map 58 915-00040C Steven Precourt IDX Systems Corp. South Burlington, VT 0.5403 1540-01459C Socinsky, Anthony 1459 Shelburne Road South Burlington, VT 05403 0870-00002C Hoar, Douglas & Cheryl A. 2 Holmes Road South Burlington, VT 05403 Tax Map 51 1540-01350C Plaza Investments (915-0041C) c/o Merve Brown 13.50 Shelburne Road Suite 200 South Burlington, VT 05403 1540-01325C Louis Alexander Gen. Partnership P.O. Box 4511 Burlington, VT 05401 0870-00003N City of South Burlington Fires Station #2 3 Holmes Road South Burlington, VT 05403 14 Morse Drive Essex )unction, Vermont 05452 October 9, 2002 LAMOUREUX & DICKINSON Consulting Engineers, Inc. Gregory Bombardier, P.E. Champlain Consulting Engineers, Inca P.O. Box 453 Colchester, Vermont 05446 RE: Shelburne Road Seaway Car Wash Dear Mr. Bombardier, (802) 8784450 Fax (802) 878-3135 As requested, we have performed an analysis of the potential traffic impacts of the above -referenced proposed car wash to be located on Shelburne Road just south of Holmes Road in the City of South Burlington. Introduction This Project proposes to convert an existing 4,500 sq ft building, which in the past has been used for a variety of commercial and retail purposes, into a car wash having one automatic wash tunnel, four self- service bays plus two detail bays. The primary access to this parcel has historically been via an unrestricted curb -cut directly onto Shelburne Road. A secondary access also exists to Holmes Road using a shared 25 ft. wide right-of-way over adjacent parcels to the north. This project proposes to retain both existing accesses, but to convert the Shelburne Road access to function as a right -turn in / right -turn out only. On -site circulation, parking and stacking will be provided by expanding the existing paved parking lot. Background Traffic Volumes Background traffic volumes for Shelburne Road were calculated from traffic counts performed by VTrans (Vermont Agency of Transportation) and the CCMPO (Chittenden County Metropolitan Planning Organization during the afternoon peak hour for two design years: 2003 and 2008. The most recent count of daily traffic volumes on Shelburne Road was performed by VTrans in 2000 at Station D105 located just north of Holmes Road. From that count, an AADT (annual average daily traffic) volume of 32,000 vpd was calculated. Applying an urban area growth factor of 1% per year (as estimated by VTrans) to that results in projected 2003 and 2008 AADT's of 32,970 vpd and 34,650 vpd, respectively. Civil • Environmental • Transportation • Planning • Landscape Architecture • Land Surveying Gregory Bombardier, P.E. October 9, 2002 Page 2 Accepted engineering practice is to analyze future traffic conditions using what is called the design hour volume or DHV. The DHV is defined as the 30`h highest hour of traffic volumes occurring on an annual basis. On high -volume arterial highways such as Shelburne Road, the DHV typically equals 10% of the AADT. The resulting background 2003 and 2008 DHV's north of Holmes Road equal 3,300 vph and 3,470 vph, respectively. Afternoon peak hour turning movement volumes at the Shelburne Road / Holmes Road intersection were obtained from a July 2001 CCMPO turning movement count. 1 Project -Generated Trips Accepted engineering practice is to estimate a project's vehicular trip generation from trip generation rates published by the ITE (Institute of Transportation Engineers). However, the ITE has compiled trip 1 generation data for only for self-service car washes (ITE LUC #847). Because of the lack of suitable ITE trip generation data applicable to this Project, trip generation counts were performed at Champ's Car Wash, located on Nesti Drive and on Harborview Road, further south on Shelburne Road. Champ's 1 Nesti Drive facility (west side of Shelburne Road) contains just one automatic tunnel with a vacuum station. Champ's Harborview Road facility (directly opposite on the east side of Shelburne Road) contains six self-service bays plus one semi -automatic bay, each with individual vacuum stations. The trip 1 generation counts were performed on two separate weekdays at each facility from 4:00 - 6:00 p.m. during September 2002. Table 1shows the resulting estimated peak hour trip generation rates applicable to this Project. TABLE 1 Weekday P.M. Peak HourTriip Generation Rates vte/hour/ba ) Day 1 Day 2 Average Automatic Tunnel 25.0 28.0 26.5 Self -Service Bay 3.0 3.7 3.4 Applying the foregoing rates results in the estimated vehicular trip generation shown in Table 2. TABLE 2 Estimated Avg. Weekday P.M. Peak Hour Trips (vte/hour) Automatic Tunnel Self -Service Bays Total # Trips 26.5 13.6 40.1 I For the purpose of the following analyses, an average weekday p.m. peak hour trip generation of 40 1 vte/hour is estimated to be generated by this Project. Gregory Bombardier, P.E. October 9, 2002 Page 3 Traffic Con es tion This Project's impact on future levels of service and average delays was analyzed by performing capacity analyses at the Shelburne Road / Holmes Road intersection. The methodology used to perform these analyses is taken from the Highway Capacity Manual. The 2003 analyses were performed using existing geometric conditions; whereas the 2008 analyses are based on the Shelburne Road widening project having been completed. Table 3 presents the results of those analyses. TABLE 3 Shelburne Road / Holmes Road Levels of Service & Average Delays (sec/veh) Approach 2003 DHV 2008 DHV Background w/ Project Background w/ Project Shelburne Rd. SB C (27) C (28) D (48) D (53) Shelburne Rd. NB C (30) C (30) D (52) D (52) IDX Drive WB C (24) C (24) B (19) B (19) Holmes Rd. EB C (36) D (38) D (41) D (49) OVERALL C (28) C (29) D (46) D (49) It is our opinion that the average person will not be able to detect the increased delays shown above due to the additional project -generated trips at this intersection. Shelburne Road Widening Project As noted earlier, the principal difference between the 2003 and 2008 conditions on Shelburne Road in the immediate vicinity of this Project is the anticipated completion of the Shelburne Road Widening Project. That project, for which construction is presently scheduled to start in 2003 and take two years to complete, will widen Shelburne Road and construct a median extending south from Holmes Road. That median will eliminate any potential for left -turns occurring from the the Shelburne Road curb cut. Even without that median, under existing conditions, few vehicles would attempt to turn left exiting the Car Wash during peak hours. Conclusion In conclusion, it is our opinion that the proposed Shelburne Road Seaway Car Wash will not create an undue adverse impact on future traffic congestion and safety conditions. Gregory Bombardier, P.E. October 9, 2002 Page 4 We thank you for this opportunity to be of service. Should you have any questions concerning the above or if additional information is desired, please feel free to contact us. Sincerely, Roge ickinson, P.E. Professional Traffic Operations Engineer IP:\2002\02-107\trafrpt.wpd 1-1/2" CLOSE POLE MOUNT 12" (305 mm) AREA CUTOFF FLOOD Ballast Capacitor 1.5 (38 mm) Ignitor - - - - - - (Where required) i Cord. 24' (610 mm) long. i i Close — Pole Mount. Finish color; bronze. Housing. Reflector. Seamless, Specular hammertone wrapper die cast aluminum. with semi-specular sides. Finish color; bronze. ❑ 12" (305 mm) -------------------- k it 50W MH MAC1405-(a)(b) 70W MH MAC1407-(a)(b) 100W MH MAC1410-(a)(b) 175W MH MAC14W-(a)(b) 35W HPS MAC1503-(a)(b) 50W HPS MAC1505-(a)(b) 70_W HPS MAC1507-(a)(b) --9-�---+ 100W HPS MAC1510-(a)(b) 150W HPS MAC1515-(a)(b) Specify (a) Voltage 8 (b) Options. 60' forward throw sharp cutoff luminaire for HID lamp, totally enclosed. Housing is seamless, die cast aluminum. Mounting consists of a 1.75" (44 mm) wide by 2.5" (64 mm) high by 1.5" (38 mm) long extruded aluminum arm. The arm is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high impact, clear tempered glass. - Lamp (Included) mm) - Lampholder Ballast Lens Frame. Compartment Die cast aluminum Cover door frame secures Patented lens; sealed with Hinge silicone gasket. Assembly Finish color, black. 0 120/277V (Standard: 50 —100W MH; 50W HPS) M 120/208/240/277V (Standard: 175W MH; 70 -15OW HPS) T IIM277/347V (Canada Only) (Standard: 70 - 175W MH 70 -150W HPS) 1 120V (Standard: 35W HIPS) 2 277V 3 208V 4 240V 5 480V (175W MH; 70 -15OW HPS) 6 347V (Canada Only) For voltage availability outside the U.S. and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized Int'I Distributor. Fixture includes clear, medium base lamp. Pulse -rated porcelain enclosed, 4kv rated screw shell type lampholder. Lamp ignitor included where required. All ballast assemblies are high power factor and use the following circuit types: Reactor (120V only) (35 - 150W HPS) HX — Hioh Reactance (50 - 100W MH; 50 -15OW HPS) CWA — Constant Wattaae Autotransformer (175W MH) ANSI lamp wattage label supplied, visible during relamping. UL Listed in U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53406-3772 U.S.A. PHONE (414) 886-1900 -(a)F Fusing -(a)P Button Photocell 4 External Photocell (for 48oV) 0 Quartz Standby (nan-delay— relay type) (includes 10OW quartz lamp) Specify (a) Single Voltage — See Voltage Suffix Key, Exclusive DeltaGuard® finish features an E-Coat epoxy primer with bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. IN U.S. 4,689,729 a :�I FWG-12 Wire Guard SBL-12 Backlight Shield FAX (414) 884-3309 0 Ruud Lighting, Inc. Printed in U.S.A. http://www.mudlighting.com 11/1/98 RUUD LIGHTING RECTANGULAR HID WALL MOUNT DEEP SHIELDED Mounting 10" (254 mm)L x 6" (152 mm)VV-- Hole Line Sealing 11 J Fixture Gasket 25" (6 mm)� Mounting Bar Housing. " ,= — Ignitor Finish color; bronze. 2.2' Ballast — Lampholder Lamp (Included) Acrylic — Lens NOTE: * For all MH, and 10OW HPS with 208V or 24OV, this dimension is 3.0" (76 mm). Wall Downlight 50W MH E8405-(a)(b) Wall Downlight 70W MH E8407-(a)(b) Any 35W HPS E8503-(a)(b) Any _ 50W HPS E8505-(a)(b) __Wall Downlight 70W HP5 E8507-(a)(b) Wall Downlight 100W HPS E8510-(a)(b) Specify (a) Voltage 8 (b) Options. Aluminum die cast ballast housing features a thermal air isolation chamber separating the ballast core and coil from the other electrical components. Supplied with a neoprene sealing gasket for complete weatherproofing at the mounting surface. A silicone rubber seal is furnished between housing and lens to ensure a water- and insect -tight seal. Steel fixture mounting bar and threaded nipple provided for direct mounting to recessed junction box. Clear acrylic lens is fastened to housing with phillips-head captive stainless steel screws. Combination of internal polished aluminum shroud and diffuse reflector plate provides front brightness shielding without sacrificing wide light distribution. Photocell (Optional) Reflector Plate Threaded Nipple with Slotted Hex Head Cap Aluminum Shroud D 120/277V (Standard: 50 - 70W MH) T 120/277/347V (Canada Only) _.._._(70W MH; 70 -1DOW HPS) - ..._...... ... 1 120V (Standard: 35 -100W HPS) 2 277V (35 —1 DOW HPS) 3 208V (35 — 1 DOW H PS) 4 240V (35 —1DOW HPS) 6 347V (Canada Only) (70 —10OW HPS) For voltage availability outside the U.S. and Canada, see Bulletin TD-9 or contact your Ruud Llghting authorized Int'I Distributor. Fixture includes clear, medium base lamp and porcelain enclosed, 4kv rated screw shell type Lampholder with spring loaded center contact. Lamp ignitor included where required. All ballast assemblies are normal power factor and use the following circuit types: Reactor (120V only) (35 -100W HPS) BeacluManatamer (208, 240, 277V) (35 -100W HPS) HX — High Reactance (50 - 70W MH; 70 -100W HPS [347V]) ANSI lamp wattage label supplied, visible during relamping. UL Listed in the U.S. and Canada for wet locations and enclosure classified IP54 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53406-3772 U.S.A. PHONE (414) 886-1900 ------------------- - -- SIDE VIEW :I BS Bronze Color Shroud GS Gold Color Shroud H High Power Factor Ballast J Tamperproof Lens Fasteners -(a)P Photocell V Polycarbonate Lens Specify (a) Single Voltage — See Voltage Suffix Key, Exclusive DeltaGuard® finish features an E-Coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. ESS-7 Surface Mounting Box PAS-7 Pole Mounting Bracket TPS-1 Tamperproof Screwdriver FAX (414) 884-3309 0 Ruud Lighting, Inc. Printed in U.S.A. hUp://www.ruudlighting.com 11/1/98 RUUD LIGHTING 1-1/2" CLOSE POLE MOUNT 12" (305 mm) PARKING/ROADWAY LIGHT Ballast Housing. Reflector. Seamless, Prefinished Capacitor die cast aluminum. semi-specular Finish color; bronze. & diffuse aluminum. 1.5" (38 mm)� �--012" (305 mm) Ignitor (Where I required) t 5" (127 mm) Cord. o —Lamp n mm) long. I (Included) long.. I _____ Lampholder � t Lens Frame. Die cast aluminum Close Ballast door frame secures Pole Mount. Compartment lens; sealed with Finish color; bronze. Cover silicone gasket. Patented Finish color; black. Hinge Assembly 50W MH 70W MH 10OW MH 175W MH 35W HPS 50W HPS 70W HPS --------100W HPS 150W HPS Specify (a) Voltage & (b) Options. MPR1 405 -(a)(b) MPR1407-(a)(b) MPR1410-(a)(b) MPR1417-(a)(b) MPR1503-(a)(b) MPR1505-(a)(b) MPR1507-(a)(b) M13R1510-(a)(b) MPR1515-(a)(b) t t Parking lot and roadway luminaire for HID lamp, totally enclosed. Supplied with IES Type III asymmetric distribution pattern. Housing is seamless, die cast aluminum. Mounting consists of a 1.75" (44 mm) wide by 2.5" (64 mm) high by 1.5" (38 mm) long extruded aluminum arm. The arm is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high impact, clear tempered glass. D 120/277V (Standard: 50 - 10OW MH; 5OW HPS) M 120/208/240/277V (Standard: 175W MH; 70- 1SOW HPS) T 120/277/347V (Canada Only) (Standard: 70 - 175W MH; 70 - 150W HPS) 1 120V (Standard: 35W HPS) 2 277V 3 208V _ 4 240V 5 480V (175W MH 70 - 15OW HPS) 6 347V (Canada Only) For voltage availability outside the U.S. and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized Int'I Distributor. �II�Ni'1tala r�orsari Fixture includes clear, medium base lamp. Pulse -rated porcelain enclosed, 4kv rated screw shell type lampholder. Lamp ignitor included where required. All ballast assemblies are high power factor and use the following circuit types: Reactor (120V only) (35 - 150W HPS) HX — High Reactance (50 - 100W MH; 50 - 150W HPS) (175W MH) ANSI lamp wattage label supplied, visible during relamping. UL Listed in U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53406-3772 U.S.A. PHONE (414) 886-1900 (a)F Fusing -(a)P Button Photocell -513 External Photocell (for 48OV) Q Quartz Standby (non -delay — relay type) (includes 10OW quartz lamp) Specify (a) Single Voltage — See Voltage Suffix Key. Exclusive DeltaGuard' finish features an E-Coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. U.S. 4,689,729 FWG-12 Wire Guard SOL-12 Backlight Shield FAX (414) 884-3309 0 Ruud Lighting, Inc. Printed in U.S.A. http://www.ruudlighting.com 11/1/98 RUUD LIGHTING LEGEND Izil OR N —4— POWER POLE CATCH BASIN SHRUB TREE S" TELEPHONE MAN40LE TREE LINE WATER LIME W/ VALVE r S LIE W/ VALVE OVER —HEAD POWER LHOERaT MMID POWER MAJOR CONTOUt NNW COWT" PROPERTY LINE Molls rJ 011n ( f O--_— 0 —__ O _� c— O—��--_— Graphic Scale feet 20 0 20 40 60 60 EOOSTNG cAiat IiA.4e1 � RIM - e6.4e' ETOSTNG CATCH BASH te' CP NV. IN I!&W HIMa 9mar 1Y CAST RON NV. OUT B&BO' Iz CAST IRON UN":. IN w 87.34' r lY CAST Ndl INV. OUT — I!&70' / F]OS'INC CATCH BASIN RN s eH.BC TY CAST PON INV. N — &S73' Y' C....`^, ffm INV. OL - -,g 4 189 — 89 p s SWIFT ST. �. In N yx< HOLMES 7 SOUTH RD BUPJ"GTON y LOG1PROAW LOCATION MAP N.T.S. T. PROJECT OF9fAPTIONI CONSTRUCTION OF A NEW CAR WASH FADUTY ON SH63URNE ROAD- 1 CONTACT4 OWYR - .MDE O.COI E 14 C-D ORCHARD LANE SHElBURNE. VERMONT 05482 (802) 985-2411 PROJECT EN%HW- - CHAMPLAIN OM 3AI M ENaNFFRS BS PRIM ROAD. P.O. BOX 453 COLCHESTER. VERMONT 05446 CONTACT: GREG BOMBARDIER (802) 883-8080 agotAL NOBS (1) Thia plan M for topographIc purposes ly and i not to be conatNlC a property boundary survey. Property Ilnn Rawl are Im relereMe only. (2) P [y Inlmnallm wm lean Krebs raM Lan,, CmsWRng E+9w ct 80231 B doted Oct 1980 porpMr of Or. EaMmd B. Crme, Property Survey. ()Prior to c m g e rk. the Gxneral Cm[ro[tor shall Ifv vlatln9 field can The Pra t Engl-er ahtll be oti red im diotely h— cis poTc xiat bet— the project droving and oetual Bdd condition, r4\ Th• fenjr$ Orono-detya-r andl emtaet ON up -at �lay r4_ tobgfh Nr`lo[a"[°nn of dP uMe° y exdpNilies fti.. to es Bound u l0opted on al< project also. (Ne Where tdimmWma on the project drow{n0 ore unclear, contact sec ginner knmatligtdy (or Gorif otion. r e (Project d -ieral ng O Bect the jateYnaibili-ysto e"'m that is Ift ANI'm MJRS f1T PRONDE ADEOJATE SAFETY FOR ALL WORKERS AND THE GENERAL 811C ON AND NEAR THE JOB SITE AT ALL TIMES. V�FdLOW THE SAFETY PROCEDURES SET FORTH BY THE CUPA..O.NAL, SAFETY AND HEALTH ADMIMSTRA..._N, AT A MINIMUM, AT ALL TIMES. W) ALL EXCAVATION AND HOLES SHALL BE FILLED, COVERED OR RRICADED AT THE END OF EACH WORIONC DAY. 14) AT THE END OF EACH WORKOAY,.ALL UNFINISHED WORK $HALL BE IDDLNPIFIEU IN SLUT A MANNER S(1 AS V WARN UNAUTHUR U PERSONNEL FROM ENTERING OR USING THE UNFINISHED AREA. COPYRIGHT © 2002 OUMRAN CO611RTG ENGINEERS ALL RIGHTS RESERVED Will CD C) is �C).r mUz�Pz aco R.0 x aa a�m U x�mo a 1O o Fj to U U O 7 r_, ^ ti Fri Q U) O z��E- oa�':Q z 7, a V Q W� zF W� F DRAWN CEO CM KED GJB SCAR£ I'-20' DATE ,1/4/02 SOB NO. 22T39 or 3 LEGEND ._.. POWER POLE r0 CATCH BASIN 0 SHRUB �Q TREE -Cry SON TELEPHONE MANHOLE TREE UNE WATER LANE W/ VALVE GAS LAIC W/ VAUX OVER-,HEAO POWER -----"9�__— UIOEROROUD POWER -90- - - - - 14AJDR CONTOUIR - - - "- -87- - - - - MINOR CONTOUR c -- FENCE PROPERLY UNE (HE.-____ ,E,Ailf.G IGHVARIES) LOT COVERAGE (C2) 1.14 ACRES AREA MAIL BUILDING 30% 132% FRONT YARD (5n 30% 24.27E TOTAL COVERAGE 707E 01.07E RIM -NG .49' BASIN ) / DOSTINC GTT}i BASIN ie' CUP INV. IN - ISM B' C ND(th g^ - 9^ rn• 12' CAST IRON INV. OUT - BB.00' /IB[I ALL DISTURBED AREAS NOT TO RE 12' CAST IRON INV. IN - 67.34' / Mo9 PAVED OR LANDSCAPED RECEIVE 4' 12' CAST INCH NV CUT - Be 79' J/ ANTAN 10' GRAVEL DRIVE W. 01. V20 YACLAIM / 0 i PAD (9pEfFFD) rc ; e so CONCRETE' 1 1 � ` T.01 . 03 I I I ElOSINC BUILDING To BE FAMMA71D TO HOUSE AUTOMATIC CAN VOM I1MEL. AUTO DETAERIC BAYS t OPPItf / , I 02 III \\� • '\I 0�00 0 1 ( BULONO '' 1 1 - I Ilp I I ` I m CB \ r I ` I / G / TOPSOIL SEED k MULCH =` ` ��eA� NEW 10' HOPE INV. N = e7_34' ETOSDNC CATCH BASIN PoY-�eBTc D.irIr wv -Lk- -A,'�-� �%�A17 CAST IRON NV. OUT = 61_'le' r -]. \ PAVID / ))) EXISIM PAVm /'7 _ 44 1 PNW1C UUT i 41 NEW IAUWYAC1510-1 (100W lWS) / POLE eNTEO. MOUNTED, Jr HEIfG(T .3 / / // // / NEW MUD ES510-1 (I OOYI' MPS) BIOLOINKi YOUHTTm. 10' HE1GEli (T1IP.7) I i IV I ( { ,p I //// l//Ell . �./ ' VACUUM STAL70N(f ' •r G yy \ / 1 l a •p O 4 , -3S P.0 TO Milo,!i l AL SEWER C .I PRWOSED NEW PAVND \ j. 4 NEW 1e x 2'1`;9ELF ',i SO II ' 9FRWCE cARWASH BAYS 1 1 / 9 ` 3000 G.ALLDN CIL k gWENT ` r�AWCUT k MATBH F� —G F=-T AS REQUIRED TO CWSBe1CT FEW' -. /j1 •" SMAPAr-- LRA WA 4I OHL (2) 0 0 G0' /f'/ /i--II DMVEWAY & C54, ISLAND i �(D0 I > " PAINIm TRAFFIC ISV.ND - " MARK OTY, 90TMICAL NNE COMMON MMe 58 IIBm 0 POMS STRDOUS gOIE PINE_ 5-w !EIGHT (M.) m NO LEFT TURN SNGJ LU 11 // ' I EXISTING PAYED PARpNG LOT ® 41 VIBURNUM DTAT FNUJ ARROW WOOD r-1 IN LBEff 3 OAT. i' D.L WATER SERVICE LEE INTO OOSTNG 0 / ® 4 � � ACER SACCMAMAI Al�y!D4! T_ WBIANl1M GREENMOUNTAIN 11(-! 7/G' 1601T ! 1/t' Y lNE9t G KEN.. m A ' SUGAR MAPLE - /in r i / _.. >,z'z:.,,. , / ,,.. ,� ;, •, :.; ,. ,,,., ,: "^".." ,// /� // / . �fij /... ExISTeNGsAIIrAIiY uANeaFI .,.:.///// ����/j/�//%/.//�//��///////////,/�/.///��/%1//.�//,,i//,ii,.../// E Fx6TTNC 3 4' WAiT. . EA5TNG T WATER MAN ETOSIliG 0 WATER PROPOSED CONS RRUCTION WITHOUT ROUTE 7 EXPANSION VC-Pj SCA Ec 1' ` 20' GraphlG Scale 20 Y 0 20 40 60 80 REVISIONS BY COPYRIGHT m 2D02 CHAMPINN OU<NG ENGNEES ALL RIGHTS RESERVID mayy,, W HO xC, GCS 0'E. � � I E z � _ O a�mm � /44 p0.'r C CV m w cc aw I o m U I I I I F z z� O w O m W T, U pQ,4 O H W zIH � U O z F W OrV h Z U) a4 �D a OOx aF x F-i F 0 0 cm DRAWN 5 1' - 20' OATS 11/04/02 . �oe No. 22EEs �\J I c ? - 3 = LEGEND ,.� POWER POIE Ce CATCH BIASN Q SHRUB /� / AN 10' ORAVM DIVE TREE \ SIGN TELEPHONE MANHOLE TREE LINE \. WATER LINE W/ VALVE 11 r •° ; L , VALVE OYER-HEAD POWER ------�+aP—NDERGROUND ROWER - - - - -90- - - - MAJOR CONTOUR 1 / _87_ - _ MINOR CaNiWR 1 _. - __. _ FENCE U13 /G 1 PROPERTY UNE O LOT COVERAtE (C2) 1.14 ACRES AREA MAX ROPOSED BUILDING 30% 1&5% FRONT YARD (3G') 30% 2&&% TOTAL COVERAGE 70I 02DS EXISTING CAT61 SASIN��.. f. RDA - 0D.49' 19' CMP NV. IN = B&OW Nyth DOSING CATCH BASH Z' CAST naH NV. OUT @LIB ALL DISMieFD AREAS NOi iD BE 12' CAST B1ON INV. IN - 67.3W 0040PAVED OR LANDSCAPED RECOVE 4' 12' CAST RON INV allT - BB 79' / FcM ' VACUUM 9 (2 CA PM (Su1eE1®> " 1 C 77, 'I .. WAE RACK VACUUM TOPSOIL, SEED ! MULCH _ ' � � �B9, NEW 10' HDPE NBASSI IN a 57•54' EWTINC CATCH BA RIM12' CASs IRON 1NV. IN - 55 ?S -W CAST IRON INV. OUT a M55' PAVE SIg1F —ST ERM9 PAW PAIBQID Wi / KOM,>510-1 GHT HPS) / ;MG7INIED, 13' HEXCFIT (TIP.7) / ,/// ri/ MDIAIIFD, 15 HFS[MIT / ONEW RLLM ES510-1 (10010 - � - ---- - BIR171NG MOIRliFD, 1d I / / I / EIISTNO 21 // / MR SS EXOSTNG BUILDING 110 BE RENOVATED AUTO DETAILING BAYS t�FR OWASH CE MEL. 1&2 I 0� I ( I � I F DS P V \ O RIQfi—OF—WAY (IILDNB ,/ PRDPG® t3TQ J 1/ OF ,1EAVEIID WA ( 1/ OOS'RI6, SHELBURNE ROAD (U.S. ROUTE 7) I �E70S77ifG 3/4' WATER SERHCE i" �I' 4sE'R'NCE CARWASH H I_ E)MNG 1 WATER MAN SHEIBURNE ROAD LAYOUT SHOWN REFLECTS PROPO'ED R.O.W., PANMG, / V PROPOSE I WRB, SIDEWALK, SANITARY ! LANDSCAPING AS DEPICTED IN VAOT v3 PRO.ECT / F-EW-a10-4(10) PLANS DATED OD/Z7/02 INC LENT B' ILL WATT TEF INTO D W- AW LMDeCAPNG N i I 1 7 / NUMS[rt-x Pw 70 I ' SPAVE IFNTA' REQUIRED TO CONSTRUCT NEW LRVEVAY ! CUBED ISLAND PUNTED TRAFFIC ISLAND EJ/SIING PAVED PARKING LOT 3ffj 6■ �+% JSTF2 kT-l0N WITH RO Graphlc Scale Eq 20 0 20 40 60 11 MARK OM BOTANICAL NNE OOEIAttt NA1E 1n WOO► B RNUS STROBUS M1ITE RNE 6-B' HEIGHT (MK) ® 41 VTBURNU1 DENTATIIM ARROW WOOD 7-2 1/2' HEIONT 3 GAL. © 46 VTBIABIUM RMOBUM 7-2 1/7 HERIHT 3 GAL 4 A. 5AW/NEUN rrl7Fa1 YOIMTAN SUGAR MAPLE 21 - Y TAM COPYRIGHT ® 2002 CHAMPI.NN MI<NG ENGINEERS ALL RIGHTS RESERVED I � I w Ho o � I I o�c) I C>>tD I m y oa�m f E1 m � U I � 1 I � I I I z) 0 0 W U) a 0 U � W E� A � W Np yF W 0 W G x a~� O m DRAWN ccE C.ECKED GJB scA�E 1' - 20' GATE 1- llo2 Lae o. 2239 MEET I 3 - t PA r PLANNING & Z O N I N G July 13, 2017 Re: #SP-17-43 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely Raymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 0 540 3 tel 802.846.4106 fax 802.846.41 01 www.sburi.com south )urlington PLANNING & ZONING Permit Number SP- - (office use oni, APPLICATION FOR SITE PLAN REVIEW [Administrative ❑Development Review Board _-arormation reauestea on this application must be completed in full. Failure to provide the rea_uested nformauon either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): 2. LOCATION OF LAST RECORDED DEED(S) (Book and pace 3. APPLICANT (Name, mailing address, phone and fax F; 17V it"lizE 4. CONTACT PERSON Q address, phone & fax it) _ who will receive all correspondence from State. incluae nam . 4a. CONTACT EMAIL ADDRESS:;!/ji(�if',�YIXC',1�',fl,,,/1�,J' 5. PROJECT STREET ADDRESS. 2 6. TAX PARCEL ID # (can be obtained at Assessor's Office): I- � #1530-4W,, 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.corn '. PROJECT DESCRIPTION a. General project description (explain what you want approval for): fxistin Uses on Property (including description and size o ach separate use): zz F Z. c. Proposed Uses on ,uses to remain): , iotion and size of new use and existing u. fotal building square footage on property (proposed buildings and existing buildings to :-emain): 4uks&-AW 'XC�'S�'c r'. �, � :�11 fiS '--a-- e. Height of building & number of floors (proposed buildings and existing bunaings to remain, peciry if basement and mezzanine): nAV,'Y'ass 1�F..i f. Number of residential units (if applicable, new units and existing units to remain,' g. Number of employees (existing and proposed. note office versus non -office emplovees). i. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable# 2 Site Plan Application Form. Rev. 12-20- LOT COVERAGE Total Parcel Size: Sa. Ft. a. Building: Existing /y, �p % / ? sq. ft. Proposed % / sa. ft. b. Overall impervious coverage (building, parking, outside storage, etc) istin� �S % i 39377 sa. ft. Proposed a % / �a3 Sib sq. ft. c. Front vard (along each street) Existing % % sa. ft. ~ Proposed % / ✓ sq. ft. Total area to be disturbed durine construction (sa. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acr: require a permit from the Vermont Department of Environmental Conservation. COST ESTIMATES a. Building (including interior renovations): $ U (� v • b. Landscapino: c. Other site improvements (please list with cost). 10. ESTIMATED a. P.M. Peak hour for entire property (In and out,��p F <t. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: h/00 13. ESTIMATED PROTECT COMPLETION DATE 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the 's Land Development Resulations. Five (5)' reeular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the citv's fee schedule 4A - D An 01<41;7 / � / (E g_ Administrative site Dian aDDlications reauire three (3) reaular size conies. one reduced coDv (11" x 17"). and one aigital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 -3 TE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adioinine -�nerty owners. in accoraance witn /-4 V.S.A. 64464(a) and Section 17.06(B) of the South Burlington _: a Development Regulations. is the responsibility of the applicant. After deeming an application complete. the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public heannL I herebv certifv that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. %/ (3 SIGNATURE i �/ lti TURE OF PROPERTY OWNER PRINT N Do not write below this line 0A T E OF SUBMISSION: REVIEW AUTHORITY: " Development Review Board (Administrative Officer I have reviewed this site plan application and find it to be: FA/Complete Incomplete Administrative Wicer !� Date Tine applicant or permittee retains the obligation to identify, appiv for. anu ontatrt retevani state ven...., for this project. Call (802) 879-5676 to speak with the regional Permit Speciahsi. Site Plan Application Form. Rev. 12-2011 /•- / NEW CONCRETE / • NEW CU PARKING I I I AT ikAPADr INEW CURBED AUTOMATED\ I I I PAY STARON 1 ----_v-------------- 1 I NEW AUTOMATED tt1 I PAY STATION 11 I � � � nu.Wm• m A' I I O I 4NB I I I \ IDa 1" 1-1 to Mug_ioo"et c wE%TERIC;rUGNTING GAS LINE ---°°--- EASTING CONTOUR -•- FENCE --- PROPERTY LINE .n, SPOT ELEVATION SANITARY SEWER v°. SEWER CLEANOUT WATER LINE STORM LINE UNDERGROUND POWER Q NEW CONCRETE SURFACE NEW UNDERGROUND POWER LOT COVERAGE BWRDING FRONT YARD OVERALL EmmG, 14.2R 2111% 65-25 PROPOSED 14.2% 28..% 67-2% SITE PLAN C- SCALE 1' = 20' THIS TOPOCRAPRIC SIRIVEY WAS CONDUCTED MTHDUT THE BENEFIT OF 'DIG SATE' MARKINGS UTLUTIES SHOWN ARE NOT WARRANTED TO SE EXACT OR Graphic Scale COMPLETE THE CONTRACTOR SHALL CONTACT 'DIG SAFE' AT 1-1186-N4-72W BEFORE COWEINCWG ANY feet WORK AND SHALL PRESERVE FASTING UTRRIES rWK[H 20 0 20 40 60 80 ARE NOT PART OF THE DEMOLITION Pura Ma 8745 E2w z 0 a xz > �o Q � of V z U x F O U] DRAWN CCE CH.GKED MEC SCAL. 1w 20- DAT. 04/26/17 .we H . 26131 art.* C-2b 6 sr+EE TS E January 23, 2014 Re: #SP-14-02 Dear Applicant: r u Sout17�■y■fJ 4 �]]rr +� 1�1�"1 \� I.�. I� Iy � �C-i PLANNING & ZONING Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, aymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com south z l i rlington PLANNING & ZONING Permit Number SP- Iq - 0 (office use only) APPLICATION FOR SITE PLAN REVIEW X Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Ed Crane Trustee P.O. Box 1799 Frisco, CO 80443 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 555 pale#82_ 3. APPLICANT (Name, mailing address, phone and fax #): Jude Chicoine phone: 802-985-2441 Seaway Carwash 368 Old Orchard Lane Shelburne, Vermont 05482 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Greg Bombardier phone: 802-863-8060 CHAMPLAIN CONSULTING ENGINEERS 85 Prim Road P.O. Box 453 Colchester, Vermont. 05446 4a. CONTACT EMAIL ADDRESS:: gbombardier@champlainconsulting.net 5. PROJECT STREET ADDRESS: 1341 Shelburne Road, South Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): Tax map #58, Parcel #1540-01341 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Applicant proposes an expansion of two of four existing self -serve bays to facilitate conversion to self -serve automated touchless car wash bays. One existing vacuum island will be converted into a pay station for the automated touchless car wash bays. b. Existing Uses on Property (including description and size of each separate use): Automatic car wash, detail bay, and 4 self -serve car wash bays. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Use to remain the same. Applicant proposes an expansion of two of the four self -serve bad facilitate conversion to self -serve automated touchless car wash bays. One existing vacuum island will be converted into a pay station for the automated touchless car wash bays. d. Total building square footage on property (proposed buildings and existing buildings to remain): ', / Existing— Main Building = 5,105 square feet, Self -serve = 1,536 square feet. t' y `+ fWZ9 Proposed Addition — 18' X 32' addition = 576 square feet. Total =•7-,�7 I square feet. �S t e. Height of building & number of floors (proposed buildings and existing 61dings to remain, specify if basement and mezzanine): Maximum height of buildings is 18', one floor; no basement f. Number of residential units (if applicable, new units and existing units to remain): N/A - No residential units. g. Number of employees (existing and proposed, note office versus non -office employees): No change in existing; total number of vehicles is expected to be 4-5. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): One existing vacuum island will be converted to a pav station for the new automated self serve stations. The existing parking spaces will be re-confiizured. There is no additional impervious surface being created with this project. 8. LOT COVERAGE Total Parcel Size: 49,658 square feet (1.14 Acres) a. Building: Existing 13.4 % / 6,641 sq. ft. Proposed 14.6 % / 7,271 sq. ft. Site Plan Application Form. Rev. 12-2011 b. Overall impervious coverage (building, parking, outside storage, etc) Existing 61.9 % / No Change sq. ft. Proposed 61.9 % / No Change sq. ft. c. Front yard (along each street) Existing 24.2 % / No Change sq. ft. Proposed 24.2 % /No Change sq. ft. d. Total area to be disturbed during construction (sq. ft.) 1,000 * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 30,000.00 b. Landscaping: $ 1,000.00 c. Other site improvements (please list with cost): Convert existing vacuum island to pay station and re -configure existing parking with new striping - $5,000. 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No Chan e 11. PEAK HOURS OF OPERATION: No Change 12. PEAK DAYS OF OPERATION: No Change 13. ESTIMATED PROJECT COMPLETION DATE: Spring 2014 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. fJ A 4AI\ ftJ ev NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNAT OF APPLICANT GNATURE OF PROPERTY OWNER -T� PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Comp: The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 ADJOINING PROPERTY OWNERS (as of 11-13-13 per Grand List) Tax Map 58 Street Address Mailing Address 0915-00040 40 IDX Drive IDX Systems Corporation P.O. Box 4900, Dept. 201 Scottsdale, AZ 85261-4900 1540-01459 1459 Shelburne Road Anthony Socinsky 533 Tanner Road Jeffersonville, VT 05464 0870-00002 2 Holmes Road DS LLC P.O. Box 2122 South Burlington, VT 05407 Tax Map 51 0915-0041 4 IDX Drive Plaza Investments 30 Kimball Avenue, Suite 101 South Burlington, VT 05403 1540-01301 1301 Shelburne Road Lewis Family Partnership, LLC 1301 Shelburne Road South Burlington, VT 05403 1540-01325 1325 Shelburne Road Lewis David Managing Partner P.O. Box 4511 Burlington, VT 05402 0870-00003 3 Holmes Road City of South Burlington Fires Station #2 3 Holmes Road South Burlington, VT 05403 F r �, rJFr ANDS JAPES I.utdscapc deign & installation 88 Rogers Lane.Richmond.Vermont 05477 (802) 434-3500 . Fax (802) 434-3002 January 24, 2014 Martin E. Courcelle, P.E. Champlain Consulting Engineers 85 Prim Road, P.O. Box 453 Colchester, Vermont 05446 Property: Seaway Car Wash, South Burlington, VT Phone. (802) 863-8060 Email: mcourcelle(&,champlainconsulting.net Cell: Estimate: Landscape Installation T-0 Our Mission at Landshapes www.landshaiDes.net Tk mgk tke ntdUguon o a *kl trg* bwleA eo)k staff and h7kmcnttsyl the hidkut to karttahral standards, Lvaskayes strtves to tnynovc tke a irrat yracttas to W&caye &6k tutallattan, niaLstema and total yrroycq can. Plant Installation • Remove existing sod / debris and haul away. m Haul in approximately (3) yards of compost to amend native soil for a proper planting environment. 0 Install: (15) 1-2 gal Calamagrostis x acutiflora'Karl Forester' Cost: $470.00 0 Install: (14) 18-24" Cornus alba'Baihalo' Cost: $1,110.00 o Haul in approximately (4) yards bark mulch to retain moisture, and spread. o Water and fertilize plant material to promote establishment. 0 Includes labor, equipment and materials. Total $1,580.00 . . . y y I Y Y y EXISTING SNOW SRIRAGE AREA 13 __--.90 --_.------.-----� 1 l ✓ _..------ r--._...----.-.-.-. l C85 1 1 ' Sl I Cee I I VACUUM STACKING 0 ® 00 (4 CX�S) , I I---.------- 92 ..---._-_---..-_.-_--_ \ I ° d 1 I t ° 1 I 1 r r I 1 ' d P f t / r puJ u \ \\ EXISTING GAS METER \ \ EXISTING ELECTRIC METER Ginkgo DesignI b»aarV• Landscape Solo{Sons I \ , nlro n-ip I I r.. n:.lsi. 11 1 EXISTING 4" D1A SDR-3B PVC SAWTMY SEWER SERWDE INV. O ea EXISTING •'' BUItDNc Is o EXISONO WASH WATER RECLAIAATiON SYSTEM /% DOSIING p WASH SAY ; AOSTNG T COPPER 1 � TYPE 'K" WATER SERb10E D 1 �, s •; e � 4 s E 16 - FOERSIMn / FEATHER REED CRABS \ / 14 - 1Ncar MAID (RI 1 � / DOOYlDD6 �j I I I , j VACUUM STACKING �\ (8 CARS) i 5 Q EXISTING EytsTm EXISTING WASH BAY / WASHDAY WASH BA PY • � t. -� a s. J 92.de � I I i I� S - G.O. to to EXISTING 1000 GALLON EXISTING OIL A WATER SEPARA 30 0 V e e / 12" CUP ST �e{Ic North Mo9 PLANTING ST2IEDUlE QTY. BOTANW& NAME COMMON MAW BZE 13 CAIAMAGR05R5 X ACUTIFI.ORA Fommrs FEATHER REED CRASS 1-2 GALLON 14 CORNUS ALBA "BAINALO• P.P. /SM IVORY HALO (R) DOGWOOD 18' - 24• n PLANTING SCHEDULE C-2 . 'r_ 3 SITE PLAN SCALE 1• - 10' Graphic Scale 10 0 10 20 30 LEGEND CATCH BASIN LAMP POST SIGN GAS LINE ❑DSYING CONTOUR FENCE PROPERTY LINE SPOT ELEVATION SANITARY SEWER SEWER CIEANOUT WATER LINE STORM LINE UNDEROROIMD POWER JAN I ? 2014 Clpf of Soo Burl€s epic lTe9 TOPOGRAPHIC SURVEY WAS CONOIICTED 1WT10UT THE BENEFIT OF 'IG SAFE" MARKINGS UTILITIES SHOW ME NOT WARRANTED 10 BE EXACT OR C011PLETE RE CONTRACTOR SHALL CONTACT 'Ma MOM E' AT 1-805-344-7233 BEFORE COMMENCING MY feet W � PN THE DEMIXIMONM RWWII 40 NO. 4495 '1 * OR�vm � CCE CHECKED GJB SC LE 1•-10, DATE 11/01/13 26131 sH=er C 2 Of S SHEETS / (,eticNoah ma LEGEND 1 cm 0 DAICH BASIN ...� LAMP POST v SIGN 0 GAS LINE 1-----SD----- 01 NQ OONT" " -- PROPERTY LINE +-021 SPOT ELEVATION 5 SANITARY SEWER .0.0. SEWER CLEANOUT W- WATER LME �3T 37M LINE UGP UNOFROROIMD POWER SITE PLAN SCALE 1' - 201 Graphic Scale 2G 0 20 40 60 C NE THIS 1OP00RAPH SURVEY WAS OONDOCTED WITHOUT THE BENEFIT OF '0I0 SAES" RANKINGS. UTIUM WOW ARE NOT WNW -ARM TO IE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT "00 feet SAFr AT I-BBB-344-7233 B6gE C010�NSflO ANY WORN AND SHALL PRESERVE E104TING U71UM MROX 60 ARE NOT PART OF INE DEROILTMRI PLAN. NO. 4496 DRAWN CCE CHECKED GJ0 SCALE 1"s20' DATE 12/13/13 26131 EET C-2a OF S SHEETS ANDSHAPES Indshape design & installation 88 Rogers Lane.Richmond.Vermont 05477 (802) 434-3500 . Fax (802) 434-3002 December 20, 2013 Martin E. Courcelle, P.E. Champlain Consulting Engineers 85 Prim Road, P.O. Box 453 Colchester, Vermont 05446 Property: Seaway Car Wash, South Burlington, VT Phone: (802) 863-8060 Email: mcourcellenachamplainconsulting.net Cell: Estimate: Landscape Installation 1-•0 Our Mission at Landshapes www.landshapes.net $t�iik�,h)ti��rali�ljrtr� a�Utw�tt�ti t�l�tt®Yr►�i � rgeae �t�i�i�1 irk i�uis�xe,�i8tlaid pv� Plant Installation o Remove existing sod / debris and haul away. o Haul in approximately (3) yards of compost to amend native soil for a proper planting environment. o Install: (15) 1-2 gal Calamagrostis x acutiflora'Karl Forester', (14) 18-24" Cornus alba'Baihalo' o Haul in approximately (4) yards bark mulch to retain moisture, and spread. o Water and fertilize plant material to promote establishment. o Includes labor, equipment and materials. Total $1,580.00 State of Vermont :r ` WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-1850-2 PIN: EJ02-0245 Landowner: Edward Crane Living Trust PO Box 1799 Frisco CO 80443 This permit affects property referenced in deeds recorded in Book 555 Page 82 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit #WW-4-1850-1 to reflect minor changes made during construction of the car wash served by municipal water and wastewater services located at 1341 Shelburne Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans that have been stamped "approved" by the Wastewater Management Division: Job No. 22139, Sheet C-R "Record Drawing" dated 10/11/04 last revised 10/29/04 and Sheet CSK08 "SCK Title" dated 6/17/05 prepared by Champlain Consulting Engineers. 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location or the approved use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 5. All conditions set forth in Permit #WW-4-1850-1 shall remain in effect except as modified or amended herein. s Wastewater System and Potable Water Supply Permit WW-4-1850-2 Edward Crane Living Trust Page 2 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. Dated at Essex Junction, Vermont on October 18, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By ee?o- Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Judy Chicoine Champlain Consulting Engineers State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD July 19, 2005 Jude Chicoine Seaway Carwash 23 Bacon Street South Burlington, VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 Subject WW-4-1850 Seaway Carwash Convert existing commercial/retail space with addition to car wash with 5 employees/office/storage 2740 gpd municipal water & sewer 2.44 acreslocated on 1341 Shelburne Road in South Burlington, Vermont. Dear Sir/Madam: Our office has received an inspection letter from Greg Bombardier, P.E. of Champlain Consulting Engineers dated October 25, 2004 for the above referenced project. Some minor adjustment were made to the potable water and wastewater services during construction, and a permit amendment will be needed to approve the as -built construction. Please submit an application, fee and two copies of as -built plans, including details on the sleeving of the sewer line. Sincerely, 1 ( ) rsane Wyman Assistant Regional Engineer cc: _ ` Bt ton Planning Commission Greg Bombardier Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury �..-J. I �.. ... �.. _p' _ _ttp GREGORY .I. BOMBARDIER, P.E. -- E N G I N E E R S➢ PAUL DUCHESNEAU, P.E. October 25, 2004 Jude Chicoine Seaway Carwash 25 Bacon Street South Burlington, VT 05403 RE: Seaway Car Wash 1341 Shelburne Road; WW-4-1850; EJ02-0245 Certification Dear Mr. Chicoine: CHAMPLAIN CONSULTING ENGINEERS was on -site to observe construction of the above referenced water wastewater disposal systems. The system was installed by A. Marcelino & Co. As per Condition 11 of the above referenced permit, "I herby certify that the installation -related information submitted is true and correct and that, in the exercise of my reasonable professional judgment, the wastewater system has been installed in accordance with the permitted design and all permit conditions were inspected, were properly tested, and have successfully met those performance tests." Due to the change in scope of work relating to the Agency of Transportation's Route 7 widening project, some minor adjustments were made to the potable water and sanitary sewer services. Most notably since Champlain Water District did not install a new water service line as planned for 1335 Shelburne Road, so the new sanitary sewer main for this project was sleeved to account for the lack of isolation distance between the water and sewer services. Please refer to the attached record drawing for details. Should you need any other information at this time, please call. Sincerely, CONS TING ENGINEERS P.E. copy: Ernie Christianson 85 PRIM ROAD , BOX 453 • C:OLCHESTER, VT 05446 • PH 802.863.8060 • FX 802.864,1878 m WWW.CHAMPLAINCONSULTING.NET 13�,I DEVELOPMENT REVIEW BOARD 3 AUGUST 2004 A minor change is being recommended to get front yard coverage from 32% to 30%. Members were not too concerned with the coverage, especially in light of the Shelburne Road project "taking." Stipulation 3(b) was deleted from the approval motion. Ms. Quimby moved to approve Site Plan Application #SP-04-26 of E. David Crane subject to the stipulations in the draft motion as amended. Mr. Bolton seconded. Motion passed unanimously. Cite Plan Application #SP-04-27 of E. David Crane to amend a previously approved site plan for a 6641 sq. ft. building used for car wash and auto service. The amendment consists of site modifications, 1341 Shelburne Rd: Mr. Crane showed the changes. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Site Plan Application #SP-04-27 of E. David Crane subject to the stipulations in the draft motion. Mr. Kupferman seconded. Motion passed unanimously. 10. Continued Sketch Plan #SP-04-39 of Wesco, Inc., for a planned unit development consisting of: 1) razing an existing service station with convenience store facility, 2) constructing an 1894 sq. ft. convenience store, 3) constructing a 24'x50' canopy, and 3) replacing two gas pumps with four fueling positions (service station use), 1041 Shelburne Road: Mr. Simindinger suggested the "use" issue at preliminary or final plat. He noted this is a pre-existing store with 2 gas pumps. He felt the Board can "create rules" as to how to deal with pre-existing uses. Mr. Belair said there is a fatal flaw with this application. This is a PUD, and "use" does come into play. This use is not allowed in the zoning district. The application is for expansion of a non -conforming use which is not allowed.. This cannot be waived. A convenience store without gas pumps would be allowed. Members did not support the application going forward though they were sympathetic to the problem. -8- Permit Number SP-- CITY OF SOUTH BUFLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #EJat, - /_G Jr 2) LOCATION OF LAST RECORDED DEED (Book and page #) —C—it 0vz-3Y� 4) CONTACT PERSON (Name, mailing address, phone and fax #) / S&6±� 6) TAX PARCEL ID # (can be obtained at Assessor's Office) / .5 Yd -- O /3.3 _`�__ 7) PROJECT DESCRIPTION a) E isting Uses on Property (including description and size of each separate use)_iz b) Proposed Uses on property (include description d si of ach new use and existing uses to remain) S 'C c) Total building square footage on property (proposed buildings and existing buildings to remain) JE d) Height of building & number of floors (proposed buildings and existin buildings to remain, specify if ba ement and mezzanine) ��c�i�,v ,v4 Q / Cd r- N Q e) Number of residential units (if applicable, new units and existing units to remain) f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 444W4&Z 1 2— f� 0J ks g) Other (list any other information pertinent to this please note if Overlay Districts are applipable): n 8) LOT COVERAGE All G / . a) Building: Existing . :5 % Proposed /3. 5 % b) Overall (building, parking, outside storage, etc) Existing L 4. S % Proposed 6,5 % c) Front yard (along each street) Existing % Proposed" % 9) COST ESTIMATES a) Building (including interior renovations): $ L� b) Landscaping: $ c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC f' A a) Average daily traffic for entire property (in and out): _ b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) SITE PLAN AND FEE above, A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). E I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT a SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: _- -- REVIEW AUTHORITY: elo�Review Bo amm�g & Zom I have reviewed this site plan application and find it to be: omplete Incomplete c G v D 4ofning&Zoning or Designee ate 3 ORDER STATE OF VERMONT COUNTY OF CHITTENDEN CITY OF SOUTH BURLINGTON Re: Order, application of Mr. David Iiershberg, f ;r a On the 1 h _ d- of .ir, v 19 ;; , the South Burlington Panning Commission approved or)derAthe request of _ 1vir. Herman Ida qh - Apen"t: for p under Section 11.70 of the South Burlington Zoning Regulations subject to the following conditions: 1. Existing curb cuts shad be closed and curbinq installed. 2. Provisions f r storm drainage shall be as approved b y the City Engineer. 3. A sidewalk, to City standards, shall be installed across the frontage of the property. 4. Performance bonds shall be posted for closing the curb cuts ($800.00) and landscapinq (.$1,350.00). 5® Applicant shall execute a suitaI)le legal instrument to permit access fr-,m the rear of the adjoining properties to the north and south. This instrument shall be s'abmItted to the City Attorney, for his review and approval, 15 days prior to issuance of a building permit. o. A revised landscaping plan, showing a gravel access to the Holmes property in the rear, shall be submitted prior to issuance of a building permit. • 3, J, South Burlington Planning Commission CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: July 29, 2004 \drb\sit\crane\site_plan_1341.doc Plans received. June 16, 004 DAVID CRANE— 1341 SHELBURNE ROAD SITE PLAN APPLICATION #SP-04-27 Agenda #9 Meeting date: Au ust 3, 2004 Owner Applicant Crane Living Trust E. David Crane PO Box 1799 PO Box 64853 Frisco, CO 80443 Burlington, VT 05406 Engineer Property Information Freeman French Freeman, Inc. Tax Parcel 1540-01341-C 81 Maple Street Volume 363, Pages 1 & 2 Burlington, VT 05402 Commercial 2 (C2) Zonina District Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sit\crane\site plan 1341 doc E. David Crane, hereafter referred to as the applicant, is requesting approval to amend a previously approved site plan for a 6,641 square foot building used for car wash and automobile service. The amendment consists of expanding a parking lot island, 1341 Shelburne Road. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on June 16, 2004 and have the following comments. Zoning District & Dimensional Requirements: Table 1. Dimensional Requirements C2 Zoning District Required Proposed � Min. Lot Size -Coverage 40,000 SF 49,357 � Max. Building 40% 13.5% 4 Max. Overall Coverage 70% 65.7% Max. Front Yard Coverage 30% 26.1 % �l Min. Front Setback 30' >30' Min. Side Setback 10' >10' �l Min. Rear Setback 30' >30' zoning compliance SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. There will be no exterior modifications to the subject building. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The parking spaces on the property are currently in existence and will not be altered through this application. The plans depict a bicycle rack. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the building will not change through this application. CITY OF SOUTH BURLING TON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sit\crane\site plan 1341 doc (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The exterior of the building is not changing, so no additional buffers or visual interruptions are necessary. (f) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The existing building is consistent with the terrain and the surrounding buildings in the area. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The subject property already has a shared access with the property to the north, in addition to having access through the property to the north, to the roadway to the north. Staff received a letter from Robert Perry, Esq., dated July 9, 2004, regarding the access between the subject property and the property to the south (attached). He had concerns about the site plan the most recent site plan that was approved for 1341 Shelburne Road, and its impact on this access between the two (2) properties. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The subject property does not contain a dumpster. (d) Landscaping and Screening Requirements CITY OF SOUTH BURLING TON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sit\crane\site plan 1341.doc The proposed site improvement will not require any additional landscaping. The island that will be constructed on this property will be planted with two (2) new Norway Maples. However, the two (2) Norway Maples will be counted towards the minimum landscape requirement for the property at 1335 Shelburne Road. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must be specified and located in an area that will minimize the potential for run-off. The plans depict adequate snow storage areas. Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of - way. The applicant is not proposing any changes. Access/Circulation Access to the subject property is currently provided by a shared 36" wide curb -cut on Shelburne Road and a 25' right-of-way, extending across the property to the north to 24' wide curb -cut on Holmes Road No changes are proposed. Circulation on the site is adequate. Traffic Traffic will not be altered through the proposed project. Staff recommends that the South Burlington Development Review Board approve Site Plan #SP- 04-27, conditional upon the applicant addressing the numbered items in the "Comments" section of this document. Respectfully submitted, rian Ro erfson, Associate Planner Copy to: E. David Crane PERRY, SCHMUCKER & GOLDSBOROUGH, ATTORNEYS AT LAW 3000 WILLISTON ROAD P. O. BOX 2323 SOUTH BURLINGTON, VERMONT 05407 TELEPHONE: (802) 863-4558 ROBERT J. PERRY TELECOPIER: (802) 862-0937 RICHARD R. GOLDSBOROUGH Info@vtlawfirm.com WILLIAM E. HAZEL, JR.* 'ALSO ADMITTED IN COLORADO July 9, 2004 Ray Belair Zoning Administrator 575 Dorset Street So. Burlington, VT 05403 Dear Ray: PLLC OF COUNSEL RONALD C. SCHMUCKER LEGAL ASSISTANTS LAURIE A. ST GELAIS NANCY L. BENSON HEIDI R. FITZGERALD To follow up on our recent telephone conversation, enclosed is a copy of a recorded agreement between Crane.and the City regarding the rear portion of the Crane property on Shelburne Road. It appears that their recent plan revision and construction are in violation of this agreement. Hopefully the City will not allow any permanent improvements that would make use of this access difficult because it is an important asset to the City. Sincerely, Robert J. Perry, Esq. RJP/nlb Enclosure PC: Tony Socinski �i printed on recycled paper v2 . 131 page �472 I CONTRACT THIS AGREEMENT made the f day of August, 1977 by and between EDWARD B. CRANE, hereinafter referred to as Owner, and the CITY OF SOUTH BURLINGTON, hereinafter referred to as City. 1 . WHEREAS the City's Planning Commission has granted to the applicant, 11 site plan approval for the purpose of constructing retail and wholesale produce facility at 1341 Shelburne Road, South Burlington; and it WHEREAS the lot will have access to the public highway from a curb �I cut on Shelburne Road and a secondary access at the rear of the lot, as �Idepicted on the approved plan in the zoning proceeding; and P PP P 9 P 9 WHEREAS it may, in the future become necessary or desireable that a private roadway over and along the rear of the subject parcel and adjoining parcels for vehicular service access to Holmes Road to be ii constructed. approval and other municipal THEREFORE in consideration of the r ii NOW 0 p o considerations, each to the other given, the parties hereby covenant and �i agree as follows: �I 1. The Owner, or persons holding under him, will not cause any ICI permanent construction to be undertaken on a strip of land 25 feet of width at the rear of the lot on the westerly side of the premises, so that the same may be 'available at some future time as may be required for a private right of way connecting to adjacent lots and to Holmes Road for service vehicular access from Holmes Road without the prior �i approval of the South Burlington Planning Commission. !i 2. The Owner will take no action which will require the City to i ji maintain or provide any services on said private road, without first obtaining the City's written consent and approval. The Owner, for �! himself and his heirs and assigns, waives any right to rights he or any of them now have or may hereafter require to seek maintenance or assistance li from the City in regard to said private roadway, unless otherwise agreed �j to in writing by the City. Vol. 131 Pag"473 3. Nothing contained in this agreement shall be construed as obli- gating the owner to dedicate said roadway as a public street, and, similarly, nothing contained in this agreement shall be construed as obligating the City to accept any such proper dedication. 4. The owner agrees to cooperate,.from time to time,as the possibility arises, in extending the 25 foot strip through adjoining properties as circumstances permit. 5. This agreement shall not only be binding upon the parties hereto, but also upon their respective heirs, executors, administrators and assigns. IN WITNESS WHEREOF, the parties hereunto set their hands and seals this- �1day of August, 1977. �i1.Gf1t,�f �• (�ll.�� Edward B. rane, Owner By . David A. Jens, Esq. Attorney-i CITY OF SOUTH BURLINGTON, VERMONT i I By�ju� Do z gent ' STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington this 9 day of August, 1977 personally appeared before me the above named Edward B. Crane, Owner, by and through his attorney -in -fact, David A. Jenkins, nd he did subscribe to the above as being his free act and deed. �No ary u is STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington his day of August, 1977 personally appeared (�7' ��•, , duly authorized agent of the City of South Burli on he did subscribe to the above as being his free act and deed and the free act and deed of the City of South Burlington. 0 Notary Publlc i Received for Record August 10, 1977 at 12:00 Noon Attest: �YCL�.ERK�� vx� TERM//VALS INC. 4941 �`•i119lol? 2 e, N\� BURL. \ \ n - V.. Esc o Z- a co in h r S VA 41 w 59 &S iV norm - Rood do n 3. The existing Concrete monuments CO Holmes of 60.00. The north property line was Dosed upon q The westerly right of woY of Shelburne Road is opprox1 east properly line (right of way) wos Dosed won the of Vermont Highwoy Deportment Plans. _LEGEND Property O DEEP REFERENCES Horrell to Crone Poulin fo gone Powell to Poulin Terminal CCrp. ''✓ermont Crone to to City of South d fa Crone Burfi >o Cif of South Burlingtton Canavan Wa-ldbury to Powell Iron Pl Concrete Centeri, Fence MAP �REF_EREN I Locust Park Edword B Crone inal Corporulion Site P Vermont Term State of Vermont Highway Deporlment Slole of Vennont Highwoy Deportment Plan of Property E. P Woodbury Plon of :'.ands Mrs Alll Whilnev CITY OF SOUTH BURLINGTON DEPARTMENT OF PI,Alill U'4G & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 9, 2004 E. David Crane P.O. Box 64853 Burlington, VT 05406 Re: Site Plan Application #SP-04-26 and Site Plan Application #SP-04-27 Dear Mr. Crane: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on 8/3/04 (effective 8/9//04). If you have any questions, please contact me. Sincerely, Betsy McDonough Administrative Assistant Encl. l CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 30, 2004 E. David Crane PO Box 64853 Burlington, VT 054o6 Re: 1335 & 1341 Shelburne Road Dear Mr. Crane: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, August 3, 2004 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, C 1 Betsy McDonough Administrative Assistant Encl. NEW AP 96 is SCHEDULE OF PLANTINGS KEY BOTANICAL NAME COMMON NAME QTY EX. QTY NEW (CAL / SIZE GT-A GLEDITSIA TRIACANTHOS HONEY LOCUST 7 (6-8") / 30'+ GT-B GLEDITSIA TRIACANTHOS HONEY LOCUST 7 (3") / 12'+ MF MALUS FLORIBUNDA JAPAN. FLOWERING CRAB 7 (6") / 16'+ TC TAXIS CUSPIDATA JAPANESE YEW 36 12 30" AP ACER PLATANOIDS NORWAY MAPLE 2 (2 1/2" - 3") EXISTING SIGNALIZED INTERSECTION RECEIVED JUN 16 2004 City of SO. Burlington ROAD (U.S. ROUTE ,,,ii//�1ii/1%y�� • , 1335 SHELBURNE FREEMAN FRENCH FREEMAN, INC. 1p FIELD SURVEY SITE PLAN 81 MAPLE STREET, P.O. BOX 306 S. • VT •: . 11 :I 860-1815 1 1 -• • 5p� ry ' '• 1. 1 .D1 1/4 1 1' 1 8. 'Min \� 9 1 1 fig T -- ('7") N m n ig O u v 19 N Si�'11 I, N \ •4 1 uyc��, �72f v �y� 1 A ll hip loll 111JR111 JUDE C HI C OIN E CHWLAIN CONSULMiG ENGUMM SEAWAY CAR WASH rr�'r � 86 PRi1[ ROAD, P.O. BOX 453 PROPOSED CONSTRUCTION c COLCHESTER, VERM01wr O&M WITHOUT ROUTE '7 EXPANSION 1878 F (802) 884-1878 FAX SOUTH BT.RUNGTON VERMONT \� lip � ,s� �i��a y St fe a if ml �\N ' \ + zzzz I o bn II figFn o I lsili°Q�N��rrl=®om��im a � JUDE CHICOINE SEAWAY CAR WASH PROPOSED CONSTRUCTION WITH ROUTE 7 EXPANSION SOUTH BURLINjGTON VERMONT Z 0 CHAWI AIN CONSULTING ENGINEERS 88 PRIM ROAD, P.O. BOX 483 COLCM& ER, VERMONT 08448 (802) 883-8080 (802) 884-1878 FAX ElRS1NC CAYp1 BASN ALL WORK TO BE PERFORYCO N ACC01gANtE WM EYsrrw cATp1 BAsw R• ow Nv. N . ea.aR• ER n1E �PEDPI�na1c ANn DFrAR s FOIL nR Nsru1 •nlw NI1 - yo.Ox' Ix• usi IRa+ wv, our . esRa' scc BLECTRN;AL Paws 12' asT IRox Nv. N . a).sa' FOR 9R UfwiNC Ix• CAsi IRON NV. OUT . RR.A' ME ComACTgi 91ALL BE NEW 12" NOPE NV. R).]a' AAm rNE wl, •CE RESPb15NLE FORE E.SM 1NE NEW 1$W 90 ACE 04CWRAORIC USE EWSTRIC CATCH BA9N K �cRl[NO ® WLL YAfpES 1NE EIRSINC WALL OF N S ROAD FOR EnT. --__, R9' 2' fAST.pON NV N Ra.>]' ANp R BLALT N ACCCROANCE WM _ ---_ _- -_- a SNOR S1(A9A({ AAEA 12• WST NON NV. CUT . R].SR ME YAN11FA4TURERS SPECNCAnp15. PAVEo SWAE _ _ __. ,a '.• •:,• .... � - (AST Ip C.A sr TO NQLEs, ATE •. r 9 9 > a91.2 ST 9 , I MOVE RETANNO ALE r. yy d0 .� 91 >�..: Rt1+Ee ' • _. ._ i•p.. _ __._. 1 {111 92.RO 92 50 UT04 RASH TABLE k t /REFER Ip IELNNIKALF� sTA«Nc / .at NT(Rl w WTEAT OUr Y SEWER SERYCE wv� MI. "U 2 Ra.]a on ]' YWE CONOIEIE 90EWAu[ W 15 S Ra9R Ra )S (12') a - ea.2a Ux•) �'.: 1341 EnsTR1c _. s Ran eaDR (Ix7 '; SHELBURNE RDVro'NGj N 0 0 00 s O R - N." (R") RAsY NEW R' NO11 srOC1NAOE rENtE 'l RECLAYAMRI MIEY :., IENCTN - Ma• (REPOT[ E2 FC11CC 5N•LL COMPLY WM Au, ALL �• APVUr.TBLE YUNKiAL REpRAIIONS F RADI•Mr NEAT PADS. REFER�C Y1•E01ANC Ebs1NC BIPIOINO TO BE PENOVAlEO NEN 2" COPPFJt THE - TO _O w1roYA11C CAR RASH nYR1El, WTO oETAUNG RAYS A 'N' WAIEH $ERYCE . NEAT AT PAps RY�ti, ER TOO E01AwCx w i :. NEW 9p1ACE -A- USE 1 FM OE MOLYES ROAD fCR EWT. - . -Kw,. [ 92.>5 Yw UWVK.01 D POY AND PAp 01NTE0 rU-I1FFM -P• 9TE LLOCATIONENT TENtECCm1CAL OGTION * .. Buanwc. FWSRNO ]/a• WATER %"R ;FALL ,_,� ,,,t • C>ISrnC ewlnNc ' SHELBURNE ROAD (U.S. ROUTE 7) 1335 & 1341 SHELBURNE RD SITE PLAN REVISIONS S. BURLINGTON, VT sram.a4MM 21 JUNE 2004 A0430 PARK •E0. A 9:PA/AIGTpi I-ar-r Y P-EAFFIC ISLAND•/• W 5 SUET TROY E21I N EIRSTNO PALED PARWNO LOT 1335 SHELBURNE RD. (ZONE C-2) BUILDING USE and PARKING REQUIREMENTS FOR POTENTIAL USES POSSIBLE USE SCENARIOS' USE SQ FOOTAGE USE % PARKING REQUIRED # SPACES 1 QUIZNOS FRANCHISE 1840 GLSF 29% 12/1000 GLA 23 OFFICE GENERAL 4261 GSF 65% 3.511000 GFA 15 NON -LEASABLE ELECT., SVC 5 456 GSF 6% N/A TOTAL 100% 38 QUIZNOS FRANCHISE 4 1840 GLSF 29% 1211000 GLA 23 2 AUTO SERVICE 2300 GSF 41% 211000 GFA+2 8 OFFICE GENERAL 1585 GSF 24% 3.511000 GFA 6 NON -LEASABLE ELECT., SVC 5 456 GSF 6% N/A - TOTAL 100% 37 1 O 3. SCENARIO •1" IS WORST CASE SCENARIO AMONG POTENTIAL USES. SCENARIO "2' IS LIKELY USE MIX. 4.'SHORT ORDER RESTAURAUNT- NN 5. NUMBER USED IS THE MINIMUM NON -LEASABLE SO. FT; DEPENDING ON CONFIGURATION OF INTERIOR FITUP, THIS NUMBER MAY BE A GREATER (THERFORE REDUCING PARKING REQUIREMENTS) - -- - ; T 1 COWLRETE W i ..: + on snrlc ', (AP O%/MATE LOCAnON) �(25 FACES) 1335 SHELBURNE RD. - 1 �1rI_RArn PARKING AND UTILITIES PLAN 1" = 50'-0" 1331 SHELBURNE RD. ALL EASING UDU R OWATNN PROYOED Wd OUT T14E NEAP OF acsAFE. -E Rp. R0.R. AFTER EmAx90N 1335: LOT AREA CALCULATIONS ELEMENT EXISTING PROPOSED GROSS LOT AREA' .89 acres 38,952 GSF 38,952 GSF BUILDING FOOTPRINT' 6,557 GSF 16.8% 6,557 GSF 16.8% LANDSCAPEDAREAf 13,557 SF 34.8% 13,171 SF 33.8% PAVED AREA 18,838 SF 48.4% 19,224 SF 49.4% TOTAL IMPERVIOUS SURFACE' 25,395 SF 65.2% 25,781 SF 66.2% FRONT YARD COVERAGE 50' 1,582 SF121.7%11 1,575 SF 21.6% 1341: LOT AREA CALCULATIONS EXISTING PROPOSED GROSS LOT AREA' 1.13 acres 49,357 GSF 49,357 GSF BUILDING FOOTPRINT' 6,640 GSF 13.5% 6,640 GSF 13.5% LANDSCAPED AREAL 16,518 SF 33.5% 16,910 SF 34.3°/D PAVED AREA 26,199 SF 53.0% 25,807 SF 52.316 TOTAL IMPERVIOUS SURFACE' 32,839 SF 66.5% 32,447 SF 65.7% FRONT YARD COVERAGE 50' 2,046 SF 26.1%11 2,046 SF " 11(, 2. NET ADD OF 101 SF IN IMPERVIOUS SURFACE (BUILDING AND PAVING) ON THIS LOT, 1 THERE IS AN ADDITIONAL 442 SF OF LANDSCAPEDAREA ON THE 13411 SEAWAY CARWASH PROPERTY WHICH WILL REPLACE EXISTING PAVED AREA ON THAT PROPERTY. THIS CONTRIBUTES TO A NET RFDII('7IE1N OF 14 CFOF IMPFRVIOI IC SI IRFAr'F ON THAT PROPERTY GENERAL NOTES 1. THIS DRAWING SHOWS PROPOSED DRAWIGNS AFFECTING 2 PROPERTIES (1335 AND 1341 SHELBURNE RD) OWNED BY THE EDWARD B. CRANE LIVING TRUST. NO CHANGES ARE PROPOSED TO THE FOOTPRINT OF EXIST. BUILDINGS, LIGHTING, SIGNAGE OR UNDERGROUND UTILITIES SERVING BUILDINGS. 2. CHANGES TO PAVED AREA ARE MINIMAL AND RESULT IN A NET REDUCTION OF IMPERVIOUS SURFACE; THERFORE NO CHANGES ARE PROPOSED TO STORM DRAINAGE. 3. EXISTING CONDITIONS, INCL. BLDG FOOTPRINT & UTILITIES ARE BASED ON ORIGINAL CONSTRUCTION DOCUMENTS (1980), CONSTRUCTION DOCUMENTS FOR 1341 SHELBURNE RD (2003) AND LIMITED FIELD VERIFICATION. LEGEND --- PROPERTY BOUNDARY- 1335 SHELBURNE RD - - - PROPERTY BOUNDARY- 1341 SHELBURNE RD EXISTING LANDSCAPED AREA PROPOSED LANDSCAPED AREAS NEW PAVEMENT BUILD UP EXISTING PAVEMENT FOR PROPER DRAINAGE EXISTING RECEIVED SIGNALIZED INTERSECTION JUN 4) �•�� f City of So. Burlington FREEMAN FRENCH FREEMAN, INC. PNF� 81 MAPLE STREET, P.O. BOX 306 BURLINGTON, VERMONT 05402 W n P: (802) 864-6844 .T F: (802) 860-1815 Web: FFFinc.com �R e E M P� F:kPROJECTSW0430- 1335 Shelburne Rd1DrawingskSite Plan Option 2-1341.dwg, Wit Plan 11x17, 6/22/2004 5:18:33 PM, jrobbins, klprintserverkCanon, 11x17, 1:1 CITY OF SOUTH BIJRLINGTON DEPA-RTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 3, 2004 Jude Chicoine 368 Old Orchard Lane Shelburne, VT 05482 Re: Site Plan Amendment — 1341 Shelburne Road Dear Mr. Chicoine: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved on June 3, 2004. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please feel free to contact me. Permit Number SP-- CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) , el ewa, ne `7D . 06 k / 7 2 � Fe /Scv 1' 0 96V V.2. 2) LOCATION OF LAST RECORDED DEED (Book and page #) 1�OL S5`S , ,Eez�ee__ clfa- 3) APPLICANT (Name, mailing address, phone and fax #) 4/// ,I_u fe Leh<<G,n 56g OL6E' ;#e4oax,06, l/f 4) CONTACT PERSON (Name, mailing address, phone and fax #) 9,60 98S ' a_ 5/// - 'rucic= L'kcct�ii--)V_-- &&? 0ed 6/eeh,9,e,0 /.4-) I/iElbcIlk AJL, 1/ - 05VFla- 5) PROJECT STREET ADDRESS: /J IV/_Rd . 6) TAX PARCEL ID # (can be obtained at Assessor's Office) %4x /"Lgja I lzle_L-4 �S Zi 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) llhl iVn // C. 10AA u-)A 5 h - // P / 4,1 / ,- .s e // .5 t=RVE PR2 W,&.51 b) Proposed Uses on property (include description and size of each new use and existing uses to main) .<14 S.%Zf /a "n-1 44. 11Q.p ij pJa, ! c) Total building square fggtage on property (proposed buildings and existing buildings to remain) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) /L e) Number of residential units (if applicable, new units and existing units to remain) lE f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): * - -'5- i C g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE a) Building: Existing.,�,,3,. % Proposed b) Overall (building, parkin , outside storage, etc) / / 9 �� Existing, Proposed—ay� c) Front yard (along each street) Existing % Proposed /o 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping: $ c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Boar Administrative Officer I have reviewed this site plan and find it to be: Complete Incomplete r" �d -ir--i A S A T A T T A T"%, S A T A rV -mr T Z:S h'A 'VV -As Y A 1--t V V A;�S 11 `F T7 T T T� -N T T1 X'vv l N -u Ti t-\ A T\ -L'Il;l k—j 13" APRIL 03, 2003 LIST OF DRAWINGS C-1 ........EXISTING CONDITIONS PLAN C-2 ........PROPOSED CONSTRUCTION WITHOUT ROUTE 7 EXPANSION C-3 ........PROPOSED CONSTRUCTION WITH ROUTE 7 EXPANSION C-4 ........SITE DETAILS C-5 ........ SI I t DETAILS AILS C-6 ........SPECIFICATIONS APPLICANT MECHANICAL L ENGINEER ARCHITECT EQUIPMENT MANUFACTURER CIVIL ENGINEER EDWARD B. CRANE LIVING TRUST P.O. BOX 1799 FRISCO, CO 80443 CONTACT: JUDE CHICOINE �RO�I QR5—�d11 WV ENGINEERING ASSOCIATES P.O. BOX 769 KEENE, NH 03431 CONTACI: MARK VINCELLO (603) 352-7007 SCOTT & PARTNERS 20 MAIN STREET ESSEX JCT., VT 05452 CONTACT: JOHN ALDEN /onnl 07n G1Gi IVVLl U/J—JI JJ SONNY'S DIRECT 5605 HIATUS ROAD TA'nARAC, FL 33321 CONTACT: HERSCHEL KILGORE 800-327-8723 CHAMPLAIN CONSULTING ENGINEERS 85 PRIM ROAD, P.O. BOX 453 —ni ir,m irnunur ncc UULCHLS I ER, VCRMOIV I UJ4Rfl CONTACT: GREG BOMBARDIER (802) 863-8060 lv �etic Morth h Graphic Scale feet 20 0 2D 40 80 80 IG:t - P&AW LOCATION MAP N.T.S. LEGEND POWER POLE GB CATCH BASH 9 SHRUB i� TREE �� SIGN 0 TELEPHONE MANHOLE \A.AAAAAAA,V TREE LNE WATER U E W/ VAL%E ----Y—Pv— GAS LEE W/ VALVE -----0h6----- OMER—LEAD POWER —__.—y9P---- UNDERGROUND POWER SANITARY SEWER S5'imf SE* 011STNG CONTOUR o FENCE PRGPERTY LIE 1. PROJECT DESCRIPTION, CONSTRUCTION OF A NEW CAR WASH FACILITY ON SHUSURNE ROAD. ,1 OWNER — AIDE oMI1E 14 OLD ORCHARD LANE SHEJ9URNE. VMONT 054e2 (BO?) BBS-2411 PROEx.'f VIGNM — CHAMPI M CINSULiTNG ENGINEERS 85 PRIM ROAD, P.O. 9% 453 CDXHE5-nJL VIOMONT 05W OONTA- r_a._Fa BOLB-- (602) e83—e0B0 GENERAL NOTt3 (1) ThI. pIon M far Gvo4ophk purp— only and 4 not t. b. ean.tru.d at a propwty boundary w y. Prvp.rty Ur— diaAn an far r.fsaxe only. C2) Rq—ty Inf000dl.a td— from Kr.b° and Lon.Y q Consulting Dr� Edmrd 8. C mmg1Pr pry 9n° yy.d FAat. — Pvrpsrty of (3) Pd.r to .°mm.ndngg t mk. Tit. G—I Cmtrv.t.r °hull yy��HHyy eldsfAg fWd dlllorta. The Proy �Englns.r shall be notlfl.d ImmedlaGly wh— dL>.pmd.s -It b°t..n U. Pr.)d �4d. _^ w -^ _.._�_�_Ty__ ._._ __._.__— y ptpn Th"d estobdr,� I®�NDtim off°dl cartde nt°�nd anRim to «area .n me v.)eat wta (5) Wher. dirnmd°n..n the pr.)eet dmwinge arc und-r, mntaut ih. Pr )-t Engh— mm.di. Tor dvdtkatlm. f5) It 1° th. Gw-d CMtradWl nepmelbfl to mmm that (B7roy Pm)ed drawHg. rd-t the latent rMdma B."YigtLoo 'Nam era CenWtet au}rpm°k�DHueh al °omahuetlm to of m OTON ar M �mtmta TIta ISBN➢ Kral dw be noHfled ,.1- L b.—f. angd wv er a al�pllntq flttYtga, main Iins tape vppu ga JOB STE SAFETY N01E4 WBPROMD ON ANO NEAR TSAFETYHE JOB 9 AT WORKERS AND AND THE GENERAL i�sc� n�ru.:.7n T" 'aAE� Y PRO J:RM SET E OccUPATONAL SAFETY AHD HEALTH ADMIHISiRATION, n' AT A MINIMUM, AT ALL TIMES (ELT ALL EKCAVATION AND 14OLES SHALL BE FIL1ID, COVERED OR (( RICADED AT THE END fF EACH WORKING DAY. Ib4�TA1TF1m I SUSN5�1 A YFNNER SO AS % UNFINLGimWORK,thA1L BE PERSONNEL FROM ENTERING OR USING THE UNFINISHED AREA COPYRIGHT (EL 2003 OVARMI 00OLIM DmEm ALL RIGHTS RESERVED OF * 1 �E ➢1 N0. 41G6 II �UU 0I IWQ�° C) (r�� Y1 IIti v�_�rvrkk l I�zl V Q W ~ E IWTI 0l ORA— CCE CIS 4/03/03 JOB NO. 22139 Irt-1 I :WI OF 6 SHE7=ram' \\� Olt �FRJa a liffiglollim Efflommi NNE mal INS Mal a�4 oa I \ \ \ �� ! --- - ---a, -- -- I (D _ yy Ly 10 i` I ' 11M \ . � f \\ Gj c. \ \ E\l (/)41 i o C C) O -g, m1 ct O' gu ° C7 N 1 rT17o@ JUDE CHICOINE C;HAMPLMN CONSULTM IMERMS SEAWAY CAR WASH 85 Pull( ROAD, P.O. BOX 453 PROPOSED CONSTRUCTION � > �� CObME9=, VERMOJ,rr 054" WITHOUT ROUTE 7 EXPANSION '� (eoz) SOUTH BLUU INCTON VERMONT (li02) 884-1878 1878 FAX a gig \ c\\\\ ol 10 1t a �\ 9 IT 41 p -21 , "amomomm G) s I11 0Z ° 4 I) I ¢ 0 �I P JUDE CHICOINE SEAWAY CAR WASH .8 PROPOSED CONSTRUCTION � WITHROUTE 7 EXI'ANti>ION SOUTH BURLINGTON VERMONT C"RWLAIN CONEUI LMG ENGEMRS 86 PRIM ROAD, P.O. BOX 453 g COLCHESTER, VERM014T 06448 A id (802) 883-8C'80 (802) 864-1878 FAX �u ���� u DMA. 3r '0' RNo OR BUTYL Cl LEBARON LAY 248 GRATE APPROVED EQUIVALENT T OF TYPE E �NIDISNRBED SOIL BURIED, GATE VALVE U VE� _.�.. NON 57REMM 1 T a ANCHOR) F71LL�yLDg7N t NDIFTI R/m SOL - NON -SHRINK OROUT tF24e w/ 3 R.AMaED FRAME VERTICAL alRO OR ARRv�� EODTVALe(T �1m / rPAVEIOR ST N PLACE C010EIE .f-RAL BED OF PRECAST NSiR MORTAR TYPE i �APFROVED E4 U_ .1 I Ir % 24• OF SITE PLAN FOR 'O' RING OR BUM ROPE INVERT' CMECIDNS USE FTOHE REEVE , j PPE S h TNT FOR E11STNc CA101 BASINS SMALL BE COIF a BOOT TYPE ASPERCITY.F/W STANDARDS 4 NRalYU10N YNxiL1TIIC BASE l` JJ te- y MONOLITHIC BASE .� r': (TYP•) 12, COPACTl3T CRUSHED STONE I:1M1 - 15• 1r COMPACTED CRUSHED SIO/E L� TYPICAL CATCH BASIN IN SWALE n TYPICAL CATCH BASIN ® CURB I ALL WORK M BE rnHn�1Fc��t%�m BAN TIE I Ni>Yc ESA FLAN iDHCA1�5 Pii H7ANCH S AND AOLM"L VLVES, VALVES MUST MEET SOUTH BURINGTON WATER DEPARTMENTS SFEf11 A"S INSTALL AS PER 7HB CETAL WATER (ABOVE B:MFR) 1Ir 1O4 VERTICAL SEPARATION PRUMM SUZUT BA ZFRL COMPACTED N r LAYERS TO Lin STANDARD PROCTOR DENSTY. /VIOL GRADE �AUAFuTABLE IRON CURB M. w uM NAIOQIY WA7� �MUELLE"TENSIO" TYPE Q1RR I1ox - MNIELE7I IH10710 OR L AnPg01ETT mmru ERN! AS SNOWII ON -INSTALL A STE RAN GOOSE NECK ! MUELLER H-15209 OR LOOP �TaFD WED B-p50 CIRB STOP SERHCE CONIECDOH 10 BLDO. r TYPE x caNr%TE �w NDExt coPPER SE77u10E � T�'�� UNxsTLIRBED soL N-15g1B RL R® RED 4JM0 )RADON STOP DIRECT TAPPED NOTES Y)?AD SEALANT YAPS Yu WL Un L, ON ALL CORPORATION STOPS PRIOR TC N®(DCV. A. SPELL 'WRAP COMPLETELY COMING THE THREAD AREA WITH T03 MAPS. IL PPE DOPE OR CU ER LIOUD THREAD SEALANTS AREA 2 LEA OE ro 1HEE TREADS TEMo11No OU75DE OF PPEV[(A lORgIE m 55 t% lA Iffi B RECOaEE�. 1 CtlPORAIDN STOPS SHILL /HOT � PL.1® IE3S D/AN 1' APART m Aw PPE 4 BEAR MMSS Nil STOPS SUU NOT QCOI-4TRILCIED BENEATH DRIVES OR 310EWLN9. I tPIUML VYAI ER DERV ICE ULIAIL C 4 N.T.S. NOTES SEWERS CROSSES WATER MAINS SHALL BE LAID BENEATH THE WATER MAN WITH AT LEAST 18 INCHES VERTICAL CLEARANCE BETWEEN THE OUTSIDE OF THE SEWER PIPE AND THE OUTSIDE O Tiff WATER MAW. THE CROSSING SHALL BE ARAM® S3 THAT ONE FULL LENGTH OF S_lER PIPE IS CENTERED BELOW THE WATER UNE WITH SEWER JCH1S AS FAR AS P®S.E FROM WATER JCN1S WEN IT IS IMPOSSIBLE ro MAINTAIN THE 18 HIM VERTCAL SEPARATION 1. THE SEWER WE MUST BE CONSTRUCTED TO WATER MAW STANDARDS FOR A MINIMUM DISTANCE OF 20 FEET ElTiM ME OF THE CROSSNG OR A TOTAL OF THREE PIPE LENGTHS. WHICHEVER IS GREAT9L 2 THE SECTOR CONSTRUCTED TO WATER MAN STANDARDS SHALL BE PRESSURE TESTED TO MAINTAIN SC PS FOR 15 MNUTES WTHCUT LEAKAGE PRIOR TO BACKFTLLNG BEYOND i FOOT AHDVE THE PPE TO ASSURE WATER TMTNESS .0 A Wp TER kAN-rsna=c U -M- A. _Tyco 10- TvenAmu "Li BE MkNTA!N-_ CONCRETE EN[Ag]ER SHALL SE PRGrIDED FTR THE SEWER 1D PRE.hM DAMAGE TO THE WATER MAIN. TYPICAL WATER/SEWER CROSSING DETAIL c a N.T.S. ROM 4wWE r qA SOR-36 PVC SEWER YAWN R/rPE T^ N: 5• MN. INTO 8• MN. Nro TRQILII WALL (TYP.) `1 TRENCH WALL (TYP.)J N:MND HEA VAU,E/OEAD END REDUCER (-UNDISTURBED SOIL UNDISTURBED `L".,-y-4W E 901L_ _ i_YLJPOLTETRVLE 1107L a0 0 HET THREW BLOCKS AND PIPE -AND/OR rir¢';:iFiwacR-= F-tTTIMG5 FO PR£k7MT BONA. 90: 45: 22 1/2: TEE Wif1 AREA lY HEARNO QOFNF - lYWAt`. TNI1 1.- M 11 1 /L' nFN1n u 4 e Ir 1 IO' 4S ! 90' 45 ELa a 9v 45• ! 90' ! 46' 9Q 46 90L ! TIDN SAFE BEARING LOAD -& 05 05 0.5 0.5 Db 1.0 O5 0.5 lA 1.5 1A 0.5 20 2.5 15 11.-0 55 &0 1.5 10.001) 1.0 t-0 11A.5 20 1.0 2a i:E IA 120 10A d ]5 2010.0 4. 75 AO ODD i41.0:8 _ 25 15 A 25 5 2.CO71 .0 20.0 ILO 2A001 10 17.014.0 20 1O5 &0 4.0 1180 125 1 DO 4.Ol 7 -1 MOIBBLCOMMILD O.A 1 OOD MHAAJJM WATER PRESSURE - 300 P.S.I. NOTE: REDU- BEARM AREA 48 BEN) LARiiR PPi /-3l THRUST BLOCK DETAILS 1r 911MAlE - r TIMM GRAM I OrANOYT FRAME a ODZ UMARON R-108 OR EWIINALENT I !' mm pw CcKcKTE T qTE - ROW A TYPICAL CLEANOUT DETAIL 1 r (TOTAL CO" 4'-6• - W-57 t - r (TOTAL COVER LESS TNAN 4'-61 r-G• I t -C RIGID POLYSTYRENE (CEASED fIIl NSLMllO1) �L• Vie. w COMPACTED SAND PILL NCIIAL PPE ffDDNG Mom. INSTALL 1WEN COVER S LESS THAN S-57 WATER SEWER n INSULATION DETAIL CONSTRUCT EVAN" ! CONRRICIDN JDTINR EVD1T 2C ANCHOR RODS (4 REGND)� IE% NUTS (4 REGD) �BAg PLATE (4- 5 GROUT APIER POLE FORDATION LEVEL I- r-o• 1.1 TO CI O 1 1tr1"o BOLT CIRCLE 1/7-I GROUND 1• FIRED STEEL CONDUIT - SEE ELECTRICAL L PLANFOR / RF.o111ED C e SwARE &.5E FLA1c PLAN VIEW 5• (]500 PS PORIUND CEMENT CONCRETE) BRUSH FINISH s-a• j 1/4' PER FT 7 x Y 10/10 WIRE Yf91 �Ir SUBBASE OF GRAVEL f SEE srTE PLEJIS n CONCRETE SIDEWALK CROSS-SECTION c4 N.T.S. aRm PAVEMENT SEE OCTAL 9 SHEET 0-5 FOR TYPICAL PAVEMENT SECTION (T�.) f PER ROCKW00C - 22 1/rCR SPECIFICATIONS ELBOW ,•/�////.:IIII.... :!///// SIDE C 5DR x P. 9EFED - - GJ Weam CONTINUE TO BINDING MN. I DPE - 1 r PFR FT. END TO BE MRH A Y PYC WATERTIGHT RUG AND MAINS) W/2' x 4• BOARD MEDIC FROM BEYEIt 70 r (3) AROYE Rom OIAOE. PUN r MR 55 PVc EWER sRM(E sEwtR Y,w r - 22 1 �1'OR 46'FLBOM' ELEVATION SEWER SERVICE DETAIL �''4 N.T.S. DEEP 1 1/r CLEAR WASHED STONE /-ROCKWOOD CAP am U i� Yi�h�y��^✓T � ETISTID /RODE 1ETAIIRn wu Nrnrs /r'/ ��i ,. ,_ ACTUALNIFTYODOM1. COMPACTION SITE SMALL BE O STANDARD THE DLYJNTY R EMM. IDOUND. 2. CdPK.TON TESTS SH U. SCSI KEN. ID PRDCTW OFNST'. 1 COMF-ACGBDMO110H U_ END1 E E FRO •. ®aRD TEIC INSTALLATION E%IDD 10 DE FS SE 1E TLE CUNIM TUR S FON TEQaTCEWUL DETAILS SEE IMIafACRRE76 SPECIFICATIONS FOR SINCHARGE EN" L YNIAWY F]HO 6 ELSE 9STl CA LP FORSTATE 1MM15 CAL BI 4' IIOL 7. PFAMDCOKTftWE BR 5M IN OF ALL AT PULYHE SURE f l0'IR BULDMIGSEE COOM WTIH L PIIWOE 9EN0 N WALL AT IAHr POE Bt90 A5 IEOIxED - SEE UGINIIID RAN. /.\TYPI(`AI SFr .Tir)N FQR R(1( KWOOr) RFTAININ(: WAI I 4 N.T.S. LIGHT POLE PER UOITIq P1. AN BOND GROUND ROD TD LIO1T BASE COVUI STANDARD ANU EACH RAOcWA \ WITH /5 Cu, NIK FOUR V ANCHOR BOLTS \ WITH 4• NOOK B THREADS AFTER !EMMILI PCTU BOLT IEAPLATE BY POE MANIFACIUTBO OIEMP AFTER POLE IS SET AND PUAIBED. II �y OR a FATOBR ILGD 91EF1 caHDUT - EO(TETD � I; ,.. _:I��U. IT TO PYC THAN IV rO1N PVC NO fiGSlt THAN 10' ro MW PER. / b IOEDI1lE RIOD s1EEL ELBCTw 7 MI4 M • tr OC (BY GC) 2a • I Tr L/7'1 w OOPPER Q_AO STEEL GROUND RCA ML T BELOW BOTTOM OF PER (BY OC) NOTE SECTION CONCRETE TO BE TYPE 1. CLASS B �) LUMINAIRE DLIAIL UNPAVED PAVEDW.I. OF TRENCHES ygRED �' 4' OR MORE N DEPTH 1E FrvmW BACkRIL FROM TRENCH EXCAVATION SHALL D S PERSON R SIIAIl BE 7MIOk0UOLY COMPACTED TO TIE ANOF TME1A ARGUE Or RED C' REPOSE AS OEFAED BY - j 1 tr LETS FOR 0.L PiPEQSHA STAIDAIDS I _I O On n 0 I(p o I IIII O-'.� -1 II 1 III 1' CS♦HAALL 7 BE N9= UK OF MAIL MY - 24• FDR 0.L DENSITY AS DETERMINED BY THE I STANDARD PROCTOR TEST. III III 2 BEDDING MATERIALS FOR PIPES SHALL BE WELL GRADM SAMDS I I D I I n S _NTIEICES4WMISTA_HE AlFR1AL5, p s STABIUN'D BY FABNC-YRM 50DK AND I I O CRLISHED STONE-3/,r MAX I 0. b o b 4 PAVEMENT PATCH 70 MATCH E IMSTNG I 6 v 5. A WET TRENCH SHALL BE DEW'ATEIED ypNw.NI PRIOR ro NSTALUNO BEDON0. NCI THEROIGILY COMPACTED SAND I PVC OR DL III LC BAND I IRDIS1UZffA SOL OR ROC( ATYPICAL EXCAVATION TRENCH DETAIL P 4 J. COPYFNCI HT ^ 20M CAI" C=Llk EIM OR& ALL RIGHTS RESERVED q �a 0 y CD OGCD 013 p 1 m Gl m e x a N m U ��o wo ND O m U r1 NO. 4495 1* 0I w x N U I H 1 !NN E�4 H °Q Ixv U U Q W z 0 ry' rn E-E � I I1Wn W F IO DRAWN CCE -"�E- AS SHOWN DA- 4/03/03 JOB N0. 22139 I�_dl V IE OF 6 SYNTHETIC FILTER I FABRIC SECUREDHARDWOOD TO AF{CNHOR F MflH SOL 4AMPgD�A 71 A Y X r HARDWOOD POSTS O W OX. n SILT FENCE DETAIL N.T.S. Z•-r X r' WOOD STAKES e / �)aRQIND '` FLOW { n� WORD STAKE� T FLOW _r •w�5 , ; IIf:I1 V9T F . C ' FACE ��_ - \-BALES L = .` ON THE EMBEDDING DETAIL ANCHORING DETAIL DDALED HAY EROSION CHECKS G"a N.T.S. ro CH Nsr� ARQJIIB CATCH BASN DURING �OppH 11/HOAT BY ME fsU�/;�% \� ,• �\ 310181 SE%WR GRATE r-r (v+•) NAY Bu ee / SEE PARKING AREA TYPICAL a. / 3• TYPE N PA\6EIIR _Z� \\ S0 r FOLACTW CRUSHED GRAVEL t1OA �1 TYPICAL PAVED_ SWALE 1. ALL UIDFRCRGWD TANKS AN) PIPING BY CONTRACTOR. - 2 THIS MAKING IS ro SHOW TAN( HOLDING CAPACITY AND PIPING c-a miji T1ON9wn O T. n&Y APQ NUT N—T-OW TO Au1TF� TANK . STRUCIURE ENGINEERING. ND1C RElBI TO RBCLNY NIPPM ORAVOM CAW PRECASTIOM GAL J 1000 GALLON TANK t 1000 GALLON TANK ' P ECA 14-2D� LOAD RATED PRECAST CONCRETE TANG (OR SCAM N.TA n RECLAIM TANK SYSTEM (SYS-3) A't3. 2 TANK_. VACRUSHED QT �� v DA�fiE �ICSIIP i� TAPER fMCE m mto SEE TVPICALSWALE DEELEVATION SECTION VN NEW SEMANHOLE ,ER TO RO INSTALLED As PART OF ROUTE 7 HliRwrTENis ASTM Aaa SC EDU (s sYa• OD X .,64 Rnrc MnTH A MAAR GALVAMIED AFTER SLOPE PUSHED CONCRETE AWAY FROM PPE OOUNIN• TTP. CRUSHED STONE CHECK DAM o-a N.T.S. ICYCLE RACK DETAIL lm O B N OR EQUIVALENT a STALL SICYOX RACK BACIDII. A: 'MAroIH r CAMP PRECAST ,COO GAL H-20 LOAD RATED PRECAST CONCRETE TANG (OR APPROVED EOUIV STAKE TREES USHER S CAL TREE ROOT COLLAR SHALL BEAR SAME RELATION TO FINISHED GLADE AS IT BORE TO PREIROLMY EXISTING GRADE 00f N AREAS OF COMPACTED PILL PUNT TREES SD ROOT COLLAR IS r-Zr ABOVE FIRM GRADE. i715T eLuria+Mt Pv— HE']IOYE BURLAP FROM ra a- BALL NEVER OUT LEADER LOSE IM STRAPPING TO SECURE - NO PURE TREE STAIRS - STEEL W 2 X 2 H Ai.WDQD - 3 F-_ E. -TREE CRAP SECURED WTl MOUND TOPSOIL 4' TO PXIY SAUCER PER SPDG CAWY BOTTOM • a 1= I' qRNE arm TO ,r mnw _ ON,BDTI011 Q 1REE PIT —I 1=1w. n TYPICAL TREE PI ANTING DFTAII N.T.S. SEE EQUIPMENT ORARNQS :-.1 R NEAT LOOP NSTALLAnON N SLABS T- WARP a X a - W" X 12.9 1ROREU. AND BROW M19L 9EAIFR PER EGIPMBRT ' � MANUFACTURER PAP•ELO1T •... - • .. y, ---i- SAME DUB -BASE AS I\ ,r MR PALE AREAS `MEAT IOCPS . RADIANT HEAT $LAB PER FRt ==.6DRAIM/06 EQUPLETRT CRAVO S B TYPICAL EXTERIOR SLAB C-5 rats. I I � � I ----------� f R19ER AS� �`��•• 'i' f11 Ut• Pa rH-20 L�RATED CONCRETE ARL APPROVED rVG 4.. •NTO COIfUETG TIP. � M t'A• _ BAFTLEjI ILE- 1{'gJl �k I SET TAW LE%n l ) .• ON OIL -\ CRUSHED , /..\ TVDI/tAl 1/\/\/\ IAI i ON 1 lNI, DO/I CII C CCDTI/� TA AIV G"a N.T.S. FINISHED oRADE M MlCUS CONCRETE PAM"" , lye FINISH CMMK (VAOT TWE In �J' 1 3jr BAY COUM (VAOT T1PE 1) ". ...... ...-. •' . r MK CRUSHER RIM TOTE -^ PER VT STATE MR SHAI.L R SAM SGRAWL PEC. 7'0AS E) REllPMDIE. RO/aS1P YY {N GRAVEL FOIL 9170 �g A$ PER VT STATE SEE- 04.W .CT GRADE AS IT BORE TO PBEEXISTING WARE . .. ' r WLGI A EQUIVALENT) FN1SH GRADE L A,nC FABRIC sTABu2AnaR ST CUT a REMOVE Too In �'• r1 TYPICAL DRIVEWAY/PARKING LOT SECTION 1�� �. SCL Mix M 1 PART NEW SEVAM MANHOLE CURET I I m BE BLSTALIM AS PART ROUTE 7 NPROYOlNIS I NEW cm �MNNOLE WALL r-r MILE ly �,1 SHRUB PLANTING N.T.S. DETAIL FORE NEW MAR WATERTIGHT sEAn=il \ \ )'Ij7jm�-9 FOR NEW a' qA. S7R-Xa PVC.`\11 VA HATCH EXISTING AVERT N '--R K2 (NO LEFT TURN) AS PER VAOT s. ( EXI6TN6 crIAHIEL } NEW SEVER MAIOOIE AND MALE WAIFRRGTT SEAL TO BE INSTALL COR NEW r DM. AIERTIM-35 PTCOF ROUTE 7 AVERT N O BLI,f _.. •...r.. a�NEt MANHOLE CHANNEL Pos<� ITANGD CHAN�L N�LvT, SEE VAOT SRO. E-160 a. Wy ¢ WUC N.T.S. HANDICAP OR HANDICAP ! VAN p B'-DU. S77FELL RPF a' LOAD .- T'`_ /1 NEW lr SANITARY DETER ACCESSIBLE ID (SEE DETAIL) \ LPI moo Pd U,1y7m AND �uPNLLID Mull IN SPACE AHD MOIN7ED IIEIII11(// ON BOLLARD (SEE DETAL) M BE INSTALLED AS PART �- 'aJ Lc 7 R01fTE Niira4S1E_lti4FIMTNH yyAPPR01d1ATE AVERT OUT WHITE �.) �� PAYdENT GRACE VEfffY} L' HAIDDAP WHITEPAINTED ON BL SWBOL UE 3000 PW CONCRETE FWnW 7000 Ml OOIIgR7E F007M10 MANHOLE M01M NONSKID BACKGROLAND 1. FORM INVERT TO SAME RADIUS AS LARGEST PIPE LEANNC MANHOLE ^.. a ITS TD BE ....;w,,, R :M . NO M -r .r:w (USED IN HANDICAP SPACES) 2- INLET a OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A ^� Illl DAMMED PlBaBLE WATERTIGHr CNNEOOIOt OR ANY WATERTIGHT CONNECTOR MANHOLE'TO THAT AllAW5 DIFFERENTIAL SETTLEMENT I I OF PIPE AND MANHOLE ro GHAT '• lT-r (YA«D v> DISCHARGE MANHOLE DETAIL /\ UAAIDIPAD jI N DETA11 /tT\ CTRII T CIrN i�oTAll o-a N.T.S. �1 ACCESSIBLE SPACE PAVEMENT MARKING o-s o-a , . COPYRIGHT H., 2003 OMIPLAN MLAE Baum ALL RIGHTS RESERVED O tiU O w�mw CI OOm� [••R p; I m m i Z a N m N N O MJ m U MO. +w DRAWN CCE cHCIS � 6C:ALE AS SHOWN 4/03,103 JOB NO. 22139 TO.R� OF 6 SNFET6 t s' N r 4m q, Rig J � a� mZ P P P - P P P P a 9�s• a' er g S g R Y ps, agL } g8 p•ems 9R eS`F5 art S33 } g ; S .€3- jp 3 ` � 8 $ A■ 3 ' ECq s : E�8 Y° c S �o a ¢¢a'"9? ss`� 3i�$a 3 9 ii 98sa°a sip s 1. s s 3� s 0.$ ¢le s $gysp s ° a' y }'a ! 5 y q 33$a3 �' sj^j�•�•R e�tS 9rs 3°•s gRs� 9 g !a ��3�Rs g �gg �i33B ° s im !Ri rg n� tsY g gP- PY' 3 ggg •• d ff � �. 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BOX 453 COLCBERM, VERMONT 051M VIOg R PROPOSED SIPECIFICATIOIVS ' * (802) 863-8080 (802) ae4-1878 Fax SOUTH BURLINGETON VEF;MONT SCOTT + PARTNERS 20 main street essex junction vermont 05452 p. 802.879.5153 A R C H I T E C T S f.802.872.2764 LETTER OF TRANSMITTAL TO: South Burlington Planning Office ............................................................................................................................................................................. ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ PROJECT: ___Seaway Carwash DATE: 2-13-03 ......................................................... WE ARE SENDING YOU COPIES DATE DESCRIPTION 1 ea 5-22-03 Electrical Site Lighting Plan ------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------- ............................................................................................................................................ ................................................................. -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- THESE ARE TRANSMITTED as checked below: ?L For approval — As requested e For review and comment _ For your use REMARKS: Ray - Please find the attached revised lighting plan for the Seaway car wash. Note that the light level plan has been revised to meet the S. Burlington codes as we discussed several weeks ago, specifically, average fc on site and max. fc at edge of site. We believe this will complete the site submission for lighting. Please contact me if we have any other items to clarify. John Alden, AIA C. / 1 TRANSMITTAL LETTER Champlain _9`� E N G Consulting I N E E R S TO: Mr. Ray Belair South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 DATE: 1/06/04 JOB NO.: 22139 (SP-03-43) RE: Jude Chicoine New Car Wash Facility South Burlington Site Plan Application Amendment & Conditional Use Amendment Items: _ Change Order _Copy of Letter XPlans _Prints —Shop Drawings _Specifications XOther COPIES DATE NO. DESCRIPTION 3 Rev. 12/29/03 C-2 & C-3 Champlain Consulting Engineers Plans (Revised per item 4 of South Burlington Findings of Facts & Decision — SP-03-43) 1 Copy of SP-03-43 item #4 THESE ARE TRANSMITTED as checked below XFor approval _For your use As requested _For review and comments No exceptions taken _See remarks _Amend and resubmit —Copies for approval _Submit _Return _Rejected _For Bids Due —Copies for distribution Make Corrections noted REMARKS: Revisions were made as per your request, should you have any questions, please contact Martin Courcelle or Grei!ory J. Bombardier. CHAMPLAIN CONSULTING ENGINEERS, INC. 85 Prim Road, P.O. Box 453, Colchester, VT 05446 phone (802) 863-8060 fax (802) 864-1878 cc Mr. Jude Chicoine - Client CM:25P FRCMSEA1,1"' CAR WPSH� ItiC 802-985-8698 Tf •g54i876 P:5 `_ 1 I 0V, FINDINGS OF FACT A DECISION Edward B. Crane, Trustee • #SP-43.43 (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure dfat trash aW debris do not ese.ape the enclnsure(s), 20 The plans provided do not indicate any additional durripsters DECISION The South Burlington Administrative Officer approves site plan application #SP-03-43, subject to thy+ following conditions: All previous approvals Shall resrain in full force and effect except as amended herein. 2 This project shall be completed as shown on a 7-page set of plans prepared by Champlain Consulting Engineers, dated June 13, 2003, sheet 2 entitied "Jude Chiccine, Shelburne. Road, Sesway Car Wash, Existing Conditions". 3 The applicant shall obtain a Zoning permit within six months of this dec sicm pursuant to Section 17 04 of the Land Development Regulations or this approval shall be null and void / 4j The applicant must revise the plan to comply with section 13 06(8)(4) of the Land Development Regulations to provide a snow durrtip area ano provide three revised copies of the plan. 5. Prior to occupancy, the applicant shall obtain a r.,ertifiicate of occupancy from the Administrative Officer. Any changes to the site plan shall require approval by the South Burlington Development Review Board Signed this _L aly of —=��' ,°" 2403. by Ray nd Beiair, Administrative Officer Please noteYou have the right to appeal this decision to tfie Vermont Environmental Ccdurt, pursuant to 24 VSA 4471 and VRCF 70 in writing, within 30 days of the date this decision is issued. If you fait to appeal this decision your right to challenge this decision at some time in the future may be lost because you waited too long, You will be bound by the decision, pursuant to 24 VSA 4472 (d) {exclusivity o1 remedy; finality) 4 CITY OIF SOUTH BURLINGTON DEPARTMENT OF PI AI NING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 16, 2003 Jude Chicoine 368 Old Orchard Lane Shelburne, VT 05482 Re: Site Plan Amendment —1341 Shelburne Road Dear Mr. Chicoine: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved on December 16, 2003. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please feel free to contact me. Sincerely, y. Raym &J. Bela - Administrative Officer ChaTP!Mn Consulting N G I N E E R S September 16, 2003 Mr. Ray Belair South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 RE: SEAWAY CAR WASH- Shelburne Road Dear Mr. Belair: GREGORY J. BOMBARDIER, P.E. PAUL DUCHESNEAU, P.E. I would like to clarify some of the confusion regarding the discrepancies between the building areas in the Conditional Use and Site Plan Review approvals and the building areas shown on the plan for the above referenced project. The applications for Conditional Use and Site Plan approval that were submitted to your office listed the existing building as_4,5 1 500 square feet. The actual size of the existing buildin is 05 square feet. This is the footprint of the existing building that formerly housed K&K Beverage, and this footprint has not changed. It should be noted that all calculations prepared by Champlain Consulting Engineers for lot and building coverages used 5,105 square feet, which is the correct size of the existing building. In late December of 2002 you contacted Champlain Consulting Engineers requesting the approximate size of the existing building that would be dedicated to Auto Detailing. At that time the plans showed a proposed area of 1,040 square feet to be used for Auto Detailing, subject to change based on input from the equipment manufacturer (Sonny's Enterprises). It appears that the area to be dedicated to Car Wash use was then calculated by subtracting the Auto Detailing area from the figure you had for the existing building resulting in 3,460 square feet dedicated to the Car Wash. In mid January of 2003, after the Development Review Board meeting and subsequent Conditional Use and Site Plan approval, the Owner and equipment manufacturer decided on a new layout for the interior of the existing building. At that time it was determined that there would be 2.369 square feet of the existing building dedicated to Auto Detailing and 2,736 _square feet of the existing building dedicated to the Car Wash. The scope of neither use was changed, only the area required to complete each proposed use. There is still only one automatic car wash tunnel in the existing building, just the area required for this tunnel and its associated equipment changed. 85 PRIM ROAD • BOX 453 • COLCHESTER, VT 05446 • PH 802.863,8060 • FX 802.864.1878 • WWW.CHAMPLAINCONSULTING.NET It has also been brought to light that the size of the proposed new self -serve detail bays is incorrectly listed in the Conditional Use and Site Plan approvals. When we initially submitted the plans the area for the four new self -serve bays was 1,408 square feet but the approval lists this area as 1,048. During a recent phone conversation we determined this was a result of a typographic error during the process of preparing the approvals. After the Development Review Board meeting the equipment manufacturer stated that the new self -serve bays needed to be increased from 22' deep to 24' deep to accommodate their equipment. Therefore the plans that were recently submitted to you show this minor alteration and the resulting area for the new self-service car wash bays is 1,536 square feet. Since the scope of the proposed uses in the existing and proposed buildings have not changed, we feel the intent of the Conditional Use and Site Plan approvals remain. We are requesting that you correct these minor discrepancies administratively, if possible. Could you please confirm or deny this in writing so we may take the appropriate action on behalf of our client. I thank you for your time in considering this matter and please feel free to contact me if there is any additional information that you need. Sincerely, CHAMPLAIN CONSULTING ENGINEERS 7nX z 6 a , E. r. Martin Courcelle, E.I. copy/ Jude Chicoine-Seaway Car Wash John Alden- Scott & Partners, Arrchitect AG�� STATE OF VERMONT �-- AGENCY OF TRANSPORTATION Q 133 State Street, Administration Building Montpelier, Vermont 05633 �/SpQR�P� November 13, 2003 Mr. Ray Belair Planning and Zoning City of South Burlington South Burlington, VT 05403 RE: VAOT Project: Shelburne -South Burlington NH EGC 019-4(28) South Burlington Development: Seaway Car Wash Dear Ray: This letter is to inform you of the status of our project as it relates to the proposed Seaway Car Wash and its heated sidewalk located in the VAOT right-of-way (Station 420+90 LT). It is our understanding that the developer is required by City permit to install the sidewalk prior to opening. We understand that the developer hopes to open in December. The VAOT contractor, Paragon Construction, has removed the existing sidewalk in the area of Seaway as part of its construction operations. The final concrete sidewalk will not be installed until next construction season, although there may be a temporary bituminous sidewalk installed. Vermont Gas has to install new gas line under the proposed location of the heated sidewalk, and the area will be disturbed by that and other contractor operations prior to placement of the final sidewalk. At this time it is impractical to have Seaway place the sidewalk at this time for two reasons — it won't tie into any other currently existing sidewalk sidewalk, and it will be destroyed next spring. We suggest that Seaway wait to construct the sidewalk until Paragon's schedule permits (sometime next summer),,and coordinate with them. Paragon is aware that S—c-a laay haS a need tV wnstruct this heatedsidewalk. If you have any questions, please call me at 658-3184. Sind Eric Project Engineer cc: Seaway Car Wash File via Dale Norton, Resident Engineer John Alden, Scott + Partners Architects Dave Sanborn, Paragon Construction Pete Daye, VAOT Utilities Section Vermont is an Equal Opportunity Employer. #CU-02-27 #5P-02-58 STATE OF VERMONT COUNTY OF CHITTENDEN CITY OF SOUTH 13URLINGTON Re: Findings of Fact, conditional use permit application #CU-02-27 and site plan application #5P-02-58 of Jude Chicoine to amend a plan for a previously approved 4,500 eq. ft. retail store. The amendment consists of. 1) converting 3460 eq. ft. of the existing building to car wash use, 2) converting 1040 eq. ft. of the existing building to auto service use (auto detailing), and 3) constructing a 1045 eq. ft. addition for four (4) self-service car wash bays,1341 Shelburne Road. On the 7" day of January 2003, the South Burlington Development Review Board approved the request of Jude Chicoine for conditional use approval under Section 26.05, and site plan approval under Section 26.10 of the South Burlington Zoning Regulations, based on the following findings: 1. This project consists of amending a plan for a previously approved 4500 eq. ft. retail store. The amendment consists of.- 1) converting a 3460 eq. ft. of the existing building to car wash use, 2) converting 1040 eq. ft. of the existing building to auto service use (auto detailing), and 3) constructing a 1408 sq. ft. addition for four (4) self-service car wash bays. 2. This property located at 1341 Shelburne Road lies within the C2, and Bartlett Brook Watershed Protection Overlay Districts. It is bounded on the north by a mixed -use commercial building, on the south by a monument sales facility, on the west by a trucking terminal, and on the east by Shelburne Road. 3. The owner of record of this property is Edward Crane, Trustee. CONDITIONAL U5E CRITERIA 4. Purpose of G2. Diotric: The stated purposes of the C2 District under Section 13.00 of the zoning regulations reads in part "A Commercial 2 District is hereby formed in order to encourage general commercial activity". The proposed use is a commercial activity, which is in compliance with the stated purpose. 5. Pursuant to Section 26.052 of the zoning regulatione, the Board must. determine that the proposed uses will not adversely affect: a. The capacity of existing or planned municipal or educational facilities — no adverse affect expected. b. The essential character of the neighborhood or district in which the property is located, nor the ability to develop adjacent property for appropriate uses — no adverse affect expected. c. Traffic on roads and highways in the vicinity — no adverse affect expected. d. Bylaws in effect — no adverse affect expected. e. Utilization of renewable energy resources — no adverse affect expected. f. General public health and welfare — no adverse affect expected. 51TE PLAN REVIEW CRITERIA 6. Access/Circulation: Access will be provided by a shared 35 foot wide ingress & egress curb. out on Shelburne Road with the property on the north. The Shelburne Road improvements will result in there being a median in front of this property preventing left turns out of the site. Vehicles wanting to go north will use an existing right-of-way across the two (2) northerly properties to access Holmes Road. This right-of-way to Holmes Road should be shown on the plan. Access to the adjacent property to the north will also be available by a 90 foot wide opening connecting the two (2) properties. 7. The plan shows a "10' gravel drive" which provides access to the property to the south (1459 Shelburne Road). 8. The City Engineer is recommending that the Shelburne Road access be for ingress only due to the icing of the sidewalk as vehicles exit. The applicant proposed to heat the sidewalk to prevent icing. 9. Circulation on the site is adequate. 10. Coverage/ P backs: Building coverage is 15.5% (maximum allowed is 30%). Overall coverage is 62.9% (maximum allowed is 70%). Front yard coverage is 28.8% after the 5helburne Road expansion (maximum allowed is 30%). 11. 5etback requirements are being met. 12. Pam: A total of 10 spaces are required and 14 spaces including one (1) handicapped space and a bike rack will be provided. 13. Land_ ocaping: The minimum landscaping requirement, based on building costs, is $4800 which is being met. Proposed plantings include White Pine, Viburnum, and Sugar Maple. 14. Lightin�a: Exterior lighting will consist of the following: - Nine (9) 100-watt high-pressure sodium lamps with downcasting shielded fixtures mounted on 15 foot poles. - Nine (9) 100 watt building mounted high-pressure sodium lamps with downcasting shielded fixtures. 15. DuTers: A screened dumpoter storage area is propsed. TRAFFIC OVERLAY DISTRICT REVIEW 16. This property is located in the Traffic Overlay Zone 5 which would allow this property to generate a maximum of 55.9 vehicle trip ends (vte's) during the P.M. peak hour. ITE estimates the previous retail use to generate 11.7 vte's. The applicant's traffic study estimates that the project will generate 40 vte's. The applicant's traffic engineer, Roger Dickinson, submitted a letter dated 1/7/03 indicating that the two (2) proposed detail bays will generate two (2) vte's during the P.M. peak hour for a total of 42 vte's. This represents a 50.3 vte increase. BARTLETT BROOK WATERSHED PROTECTION OVERLAY 015TRICT (BBW) 17. This property is located within the 55W which requires projects which convert 15,000 eq. ft. or more of undeveloped land to developed land to meet certain requirements. This project involves the conversion of approximately 11,000 sq. ft. Of undeveloped land to developed land. The requirements of this section therefore do not apply. DEC15ION & CONDITION5 Based on the above Findings of Fact, the South Burlington Development Review Board approves conditional use permit application #CU-02-27 and site plan application #5P- 02-58 of Jude Chicoine to amend a plan for a previously approved a 4500 eq. ft. retail store. The amendment consists of: 1) converting 3460 eq. ft. of the existing building to care wash use, 2) converting 1040 eq. ft. of the existing building to auto service use (auto detailing), and 3) constructing a 1048 eq. ft. addition for four (4) self-service car wash bays, 1341 Shelburne Road, as depicted on a four (4) page set of plans, page one (1) entitled "Jude Chicoine 5helburne Road Seaway Wash Existing Conditions 5outh Burlington Vermont", prepared by Champlain Consulting Engineers, dated 11/4/02, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised to show the changes below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three (3) copies of the approved revised plans shall be submitted to the Director prior to permit issuance. a. The site plan shall be revised to show the heating of the sidewalk at the 5helburne Road curb out. b. The site plan shall be revised to show the existing right of way and access drive to Holmes Road. c. The site plan shall be revised to comply with the recommendations of the City Arborist in a memo dated 12130/02. d. The site plan shall be revised to accurately show the gas main at its correct location (east side of the street). e. The site plan shall be revised to show appropriate signage to encourage customers to exit via the Holmes Road access. 3. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the change in use will generate 30.3 additional vehicle trip ends during the P.M. peak hour. 4. Any new exterior lighting shall consist of downcasting shielded fixtures. Any change to approved lights shall require approval of the Director prior to installation. 5. Prior to issuance of a zoning permit, the applicant shall post a $4800 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good change of surviving. 6. The applicant shall comply with the recommendations of the Fire Chief in a letter dated 1/3/03 to Juli Beth Hoover. 7. Prior to issuance of a Certificate of Occupancy/Compliance, the applicant shall stripe the parking lot as shown on the approved plan. 8. The applicant shall obtain a zoning permit within six (6) months pursuant to 5ection 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the newly converted space and expanded area. 10. Any change to the site plan shall require approval by the South Burlington Deve pmen Review Board. Chair or k 5outh Burlington Development Review Board Date ._ "?/ " U '� Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 V5A 4471 and VRCP 76 in writing, within 30 days of the date of this decision is issued. The fee is $150.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 V5A 4472 (d) (exclusivity of remedy, finality). FIXT' i TYPE "S1" s� y u This compact forward -throw reflector has a main !team of 60'+from vertical (30` from horizontal), providing wide lateral distribution and excellent uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise cutoff adjustability. Three Sizes: 12' square x 5' deep (305 x 127 mm) 16' square x 6.5" deep (406 x 165 mm) 22' square x 9.25" deep (559 x 235 mm) Candlepower distribution curve of 40OW MH 16" Area Cutoff Floodlight 140' 4U ,4m C f 4Z7 xe too' �......r. .........,1..,._',4-..}.J. aR i 24A I S , M tl dm 20' .'... __.. _ ...'... 8.1 40 12.1 335 NA 183 122 &1 On, d1 122 1a8 24A 3" Isofootcandle plot of 40OW MH Area Cutoff Floodlight at 25' (7.6 m) mounting height, O'tift above horizontal, with backlight shield removed. W W 40' W 01 W 40' w' 80, 80, 60' 4& 20' 0' 2a 40' 60• 80' 24.4 18.3 12.2 8.1 om &I 12.2 I" 24.4 2" 183 122 &1 Om &i = 1e,8 20 Isofootcandle plot of 175W MH Area Cutoff floodlight at 15' (4.6 m) mounting height, 0' It above horizontal, with backlight shield located for backlight cutoff. Isofootcandle plot of 1000W MH Area Cutoff Floodlight at 30' (9.1 m) mounting height, O'tih above horizontal, with backlight shield removed. Housing Wattage/ Catalog Mounting Code Size (sq.) Lamp Number (insert Code at - in Catalog #) 12" 15OW PSMH MAC*615-M 1=1-112' Close Pole Mount 16' 320Vd PSMH AC*632-M 2 = 6' Extended Pole Mount 2T 75OW PSMH AC*675-M 3 = 2' Adjustable Fitter 12* 5OWMH MAC*405-D 4=Yoke Mount 12" 7OW MH MAC*407-D 6 =1/7 Adjustable Fitter 12' 10OW MH MAC_410-0 (12' housing only) 12' 175W MH MAC*417-M K = Round Tube Off -Center 16, 175W MH AC*417-M Tenon Mount (16' housing only) 16, 25OW MH AC*425-M (For 2-3/8' or 3' O.D.) 16' 40OW MH AC*440-M M = Round Tube Off -Center 22" 1000W MH AC *499-M Direct Mount (16' housing only) 12" 35W HPS MAC'503-1 (Direct Fitter for 4' sq. pole) 12' 50WHPS MAC"505-0 W= Wall Mount 12' 7OWHPS MAC*507-M (Backlight Shield is standard) 12' 10i1W HPS MAC_510-M 8 = Without Mounting (hardware) 12' 15OW HPS MAC_515-M 16' 250W HPS AC--525-M NOTE: When using multiple 22' sq. 16" 40OW HPS AC_540-M housings at 90° configuration, a special 12' Other Tamp wattages available --consult factory arm is required; see page 124. 1 Reduced envelope lamp. ED28 for 32OW PSMH and 40OW MH; BT37 for 1000W MH. Options: (Factory -installed) Change Add After Description Suffix To Suffix 277V Reactor Ballast f9WH Wy) 27 120V Reactor ballast (50-150W HPS 12' housing only) 1 480Vballast (32owPsm",175-10WNAH&70AWNHPS only) 5 Quad -volt ballast (125W PSMH & 50-100W MH only) M hi -volt ballast (32OW PSMH, T 70-40ON MH & 70-40OW HPS only) (Canada only) Single Fuse* (277V Reactor.12OV, 277V or 347V) 27,1, 2 or 6 F Dual Fuse* (208V, 240V or 4BOV) 3,4 or 5 F Quartz Standby (delay -relay type) (includes 100W Q lamp) (Na 277V eeaclor) Q Button Photocell* (Factory -installed with all mountings other than 2' Adjustable Filter) NOTE: n/a on 1000W w/120V; all 480V 27,1, 2, 3, 4 or 6 P External Photocell* (Factory -installed) (page 107) For fixtures w/1000W,120V 1 P For fixtures w/480V 5 P * Fixtures with factory-instailed photocell and/or fuse supplied with single voltage ballast. Accessories: (Field -installed) 12" housing 16" housing 22" housing Wire Guard FWG-12 FWG-i6 FWG-22 Backlight Shield SBL-12 SBL-i6 SBL-22 (standard on AC Series Wall Mount) Button Photocell(Fielddnshlled in fixim with 2' Adjustable ntlrt) Catalog If For fixtures w/120V (n/a on 1000W) PC-1 For fixtures w/208, 240 or 277V PC-2 For fixtures w/347V PC*6 Mountings ......................................................Page 90 Catalog Number Logic/Voltage Suffix Key ............................ Page 89 Optical Systems ._........................................... Pages 7941 Accessories ....... ...................................... .... .. Page 107 Mounting Alternatives ...................................... Pages 124-125 Mounting Brackets .............. ........................... Pages 126-127 Poles... .......... ....... ......................... Pages 128-133 Product Information ' FIXTURE TYPE "G1" Product Product Information Catalog Number: E8510- 1 10" x 6" Rectangular Security - Deep Shielding with IES Files: —Select 100 Watt High J IES—file) y., ^ Pressure Sodium Lamp (included) for 120 Volt. � F�ti N ` Mounting Position: Wall '`y 4 Downlight Usually ships in &' one business day. Note: If surface wiring is required, order the ESB-7 (rectangular fixtures) or SB-16 (square fixtures) Surface Mounting Box accessory. Related Products ESB-7 Mounting Box for Surface Wiring Rectangular Security lights. PAEH Bollard Panel for Rectangular Fixture ABOUT US PRODUCT INFO LOG IN CUSTOMER SERVICE HOME SEARCH CONTACT FEEDBACK PRIVACY Copyright* 2002 Ruud Lighting Inc. -All Rights Reserved http://... /product_info.asp?pf°/o5Fid=E8510%2D1&dept'/o5Fid=2&adc=&orcoulto=e85107a2D 5/6/2003 FIXTURE TYPE "G" SUNDOWNER'" 12 PL GENERAL • Sharp cut-off, wall mounted fluorescent luminaire suitable for low glare applications and light trespass code compliance. • High output compact fluorescent tamping configurations — 2 lamp; 26W & 32W models, low temperature (-20°C) electronic ballast • Approved for 75°C rated supply wire. • Wet location applications. • Uplight mounting, damp location. CONSTRUCTION • Corrosion resistant aluminum canopy and backplate finished in baked bronze polyester powder coat standard, other colors optional. • Easy one-man installation with cast aluminum backplate. Backplate mounts to electrical box with box strap and nipple supplied with fixture. • Canopy hinged and easily removable from backplate; enhances ease of installation and maintenance. • Specular aluminum reflectors produce front cut-off at 85-degree and up to S/MH 2.3:1. • Canopy sealed to backplate with extruded, high temperature, sili- cone gasket. • Corrosion -resistant external hardware. • 5/32' tempered diffused glass lens, silicone sealed to prevent entrance of water and minimize insect infiltration. • Canopy secured bytwo captive screws; optional tamper resistant screws. LISTINGS GUTH ❑ E M A N❑ I N G E N V! R O N M ENT S Fixture canopy seals to Diffusing glass lens is silicone backplate with quality sili- sealed in canopy to resist mois- cone gasketing, tune and insect infiltration. • Listed 1572 Wet location for downlight and damp location for uplight versions. Canadian listed also (ETLC)• ELECTRICAL • 120V 60 Hz electronic ballast are standard: 26W or 32W --200C start- ing temperature. 13W — Class P (NPF). • Lamp base GX24q-3 for 26 or 32 watt, GX23 lamp base for 13 watt. • Ground wire provision on backplate for positive grounding and quick installation. • Optional button type photo -cell mounts in top of canopy. • All fixtures carry the IBEW Union label to ensure quality_ 02 15'tD tH tD 10 C G C LLF.70 5' Et D F 1'LA E JA N O FlXTUHE SPACING T �2 t2^ SND - 12 - FIXTURE TYPE D - Downllght U - Uptight NUMBER OF LAMPS 3 - 3 Lamp (13W only) 2 - 2 Lamp (26W & 32W only) - PL - 1 VOLTAGE 1-120V 2-2nv 8' MTG. 10' HEIGHT 12' 14' 8' MTG. 10' HEIGHT 12' 14' 8' MTG. 10' HEIGHT 12' 14' 8' MTG. 10' HEIGHT 12' 14' LAMP WATTAGE F13 - (Phillips PL-5 13W or Equal) F26 - (Phillips PLT26Q or Equal) F32 - (PhIllips PLT36Q or Equal) Guth utilized the services of U.L and ETL for listing products. Specifications and data are subject to change without notice. 3.1 3.2 1.0 0.2 3.4 3.6 1.2 0.2 2.2jl,L61.4 0.4 2.6 3.0 1.5 0.5 1.8_ 0.6 2.2 2.5 1.5 0.7 1.9 2.0 1.8 I 0.9 Fixture Spacing 35' A B I C D: -E- F G H 2.8 2.9 0.9 0.1 2.8 2.9 0.9 0.1 1.8 2.0 1.0 0.3 1.8 2.0 1.0 0.3 1.3 1.4 0.9 0.4 1.3 1.4 0.9 0.4 0.9 1.0 0.9 0.4 0.9 1.0 0.9 0.41 SND 12-2F32PL-1 (2-32W Lamps) Fixture Spacing 15' A. B C D E f,. F` --G- `' H," 3.7±2.61.7 0.4 4.1 4.0 1.7 0.5 2.7 0.7 3.2 3.1 2.1 0.8 2.2 0.7 2.7 2.5 2.2 1.1 1.8 1.0 2.4 2.0 2.0 1.4 Fixture Spacing 35, A B I C D E F G H' 3.2±3,01.2 0.3 3.2 3,1 1.2 0.31 0.4 2.1 2.0 1.3 0.4 1.5 0.5 1.5 1.3 1.1 0.5 1.1 0.6 1.2 1.1 1 1.0 1.6 "/TP" - Tamper Resistant Screws "/PEC" - Button Photo -electric cell "/CAB" - Cast Aluminum Outlet Box "/L" - For lamps included "/FF" - Fixture Fuse "/®BC" - Surface wiring collar "/LS" - Lexan Shield over glass lens ,ffGUTH A DIVISION OF JJI LIGHTING GROUP, INC. 02 R5l02 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNE"4G & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 30, 2003 Martin Courcelle, E.I. Champlain Consulting Engineers P.O. Box 453 Colchester, VT 05446 Re: Seaway Car Wash, 1341 Shelburne Road Dear Mr. Courcelle: This is in response to your letter of September 16, 2003. Based upon information you presented in your letter, an amended approval will be necessary. My reasons for this decision are as follows: 1. The applications submitted for both the site plan and conditional use approvals incorrectly stated the size of the existing building. The decision based on these applications listed the existing building with the incorrect building size. The only way to correct this is with a new approval which includes the correct building size. 2. The approval granted was for a 1040 sq ft of auto detailing. You now want to increase this to 2369 sq ft. This change requires a new approval. 3. The approval was for 1,408 sq ft of new construction for the car wash bays. You now wish to expand the addition to 1536 sq ft. This change needs a new approval. A new site application will have to be submitted together with plans and the $185 fee. If this application qualifies for an administrative review under Section 14.09 of the Land Development Regulations then we will review it administratively. If you have any questions, please feel free to contact me. Sincerely'; -; Qm6rnn d glair inistrative Officer 4.2 60 �. w ('�/)/ e�y � t.? PRATT & SMITH, INC. ELECTRICAL CONTRACTORS P.O. Box 134 — Essex Junction, VT 05453 Tel: (802) 872-0244 Fax: (802) 872-0245 E-mail: prattandsmith@adelphia.ne_ SUBMITTAL COVER SHEET DATE: 1 607 PROJECT: seaway Car Wash SPECIFICATION SECTION: 16000 2.11 TITLED: Lighting DRAWING NO.: E1 MATERIAL COVERED IS: COMMENTS: TITLED: Site A. In full compliance with specifications B. In compliance except for attached deviations Resubmitted due to note 17.a. of engineers shop drawing review. Type 3 distribution not available with specified Type "AC" fixture. Have submitted on Type "PR" fixture which does have Type 3 distribution. Backlight shield supplied on 3 northernmost fixtures. Have included suppliers comments in reference to shop drawing review notes 2.a., 4.a., and 7.a. �f { 7 SIGNED:' Daniel J. Pratt TITLE: President — Pratt & Smith, Inc. V Z V J tamp The 1240 and 16-inch housings of the Parking/Roadway Light have a To M asynat *k tr,9Erillutial pattern. The 22-inch housing has Type II asymmetric distribution. Ideally suited for roadway applications, parking areas or for building - mounted security lighting. Three Sizes: 12' squiate x 5' deep (305 x 127 mm) 16' square x 6.5" deep (406 x 165 mm) 22" square x 9.25' deep (559 x 235 mm) Typical Candlepower Distribution of 40OW HPS Parking/Roadway Light. p--: p a s 24A lz2 6.1 om 40 60 1 L 122 .. - NA 2L1 163 122 61 Om 61 122 163 2l4 305 S Isofootcandle plot of one 40OW HPS Parking/Roadway light at 30' (9.1 m) mounting height, and W till above horizontal. Typical Candlepower Distribution of 15OW HPS Parking/Roadway Light. m w w24.4 18.3 49 ! 122 20'--.....1.-. .. 6.1 6.1 122 60' ... -;-. 16.3 W 24A 24A M3 122 fl l OW 6.1 122 1fl3 24.4 Isofootcandle plot of one 15OW HPS Parking/Roadway Light at 20' (6.1 m) mounting height, and W tilt above horizontal. Housing Wattage/ Catalog +� Mounting Code Sim (sq.) Lamp Number 76u (lased Code at • in Catalog #) 4 12' 150W PSMH MPR'615-M 147 1=1-1/2' Close Pole Mount 16- 'I' 320IN PSMH PR-632-M 161 2 = W Exiended Pole WA $`/t 12- 50W MH MPR'405 D 737 3 = 2- Adjustable Filter 12" 7OW MH MPR=407--D 137 4 = Yoke AWW 12' WNW Mtt410 D 137 6 =1 i2' Adjustable Filter 1 12' 175W MH MPH'417-M 127 (12' housing only) 16" 175W MH PR' 417-M T145 K = Round Tube Off -Center $108 16" 25OW MH PR'425-M 147 Tenon Mount (16' housing only) 16' 40OW MH PR'440-M $1.51 (For 2-3/8' or 3' O.D.) 22" 1000W MH PR'499-M 262 M = Round Tube Off-Cenler $96. 12' 35W HPS MPR'503-1 SIRO Direct Mount (16' housing only) 12' 50W HPS MPR•505-D 125 W = Wall Mount .$16 12' 7OW HPS MPR-507-M 125 8 = Without Mounting (hardware) �2 12' 1OOWHPS MPR'510-M /25 (factory -drilled) 12' 15OW HPS MPR_'515-M 126 16" 25gW HPS PR'525-M 157 NOTE: When using multiple 22' sq. housing 16' 40OW HPS PR_540-M $16.5 at 90configuration, a special 12' arm is 22' 1OWW HPS PR'599-M 322 required; seepage 124. Other lamp wattages available- consult factory 11' Reduced envelope lamp. FD281a 320W PSMH. Optiew (Factory -installed) Change Add After Pro" Description Suffix To UNIX ff�GGs 277V Reactor Ballast lrsw o*) 27 deduct �5 120V Reactor ballast (50-150W HPS 12' housing only) 1 W"&d 10 480V ballast pow mm. m-rooaw w a ro-ranw ws curl 5 no adem (triad -volt ballast (50-100W MH only) M 4y Tri-volt ballast (32OW PSMH. T ma 4d4v 70-1OODW MH & 70-IOODW HPS only) (Canada only) Single Fuse' (277V Rexlor,12OV, 277V or 347V) 27,1, 2 or 6 F #1 Dual Fuse* POW240V or 480 3.4 or 5 F / DeafN Sarldby (ddiclay type) (Mchbes 10OW 0 lamp) (1Va 27N Reader) 0 40 Uplo Lens Frame U 6 ; Button Photocell* (Factory -installed with all mounlings other than 2' Adjustable Filter) NOTE Wa on 1000W w/12OV; all 489V 27,1, 2. 3. 4 or 6 P $12 External Photocell' (Factory -installed) (page 107) For fixtures w/100gW.12OV 1 P .$16 For fixtures w/480V 5 P PO Fixtures with factory -installed photocell and/or (use supplied with single voltage ballast. Accessories: (Field-iastalled) 74r� P-A" 12" hoosing Pnr ze 1G' housing Puce 22" housing P ' a Wire Guard FWG-12 .$'10 FWG-16 .$'14 FWG-22 $'28 lads NM... SBL-12 S4 SBL-16 4 SBL-22 6 Button Ptmloeell(r1m-.>suwnbueswolrhW&UWfob) Catalog# Pvekaylarlee For fodures w/120V (n/a on 1009W) PC-1 B For fixtures w/208, 240 or 277V PC-2 f For factures w/347V PC'6 T Mountings...................................................... Page 90 Catalog Number Logic/Voltage Suffix Key ............................ Page 89 OpdealSyslems............................................. Pages 7941 Accessories................................................... Page 107 Mounting Alternatives ........... ........... ................ Pages 124-125 mounung Brackets ............. ............................ Pages 126-127 Poles .................................................... Pages 128-133 600 Product information available on our web site! (800) 236-7000; FAX: (800) 236-7500 www.ruudlighting.com TO. GE Supply Co. Attn: John Corbin RE: Seaway Carwash Phone Fax Phone Date 10/20/03 I Number of pages including cover 1 FROM: Vickie Sysyn Charron Incorporated 40 Londonderry Tpk. Hooksett, NH 03106 E-Mail Vsysynftcharroninc.com Phone 603-624-4827 Fax Phone 603-624.9765 REMARKS. ❑ Urgent ® For your review ❑ Reply ASAP ❑ Please COfimenf Good afternoon John, In reference to WV Engineering Associates submittal review, please see the following comments. Type A - 150watt MH and below is always pulse start Type C - provided with 2 ballasts "EB82". the letter U stands for unit packed which is listed on the cover letter of the submittal package Type F - U is for unit packaged Please call with any questions. Thank you Vickie Sysyn OCT 20 2003 14:15 Poet -it' Fax Note 7671 Date �0-7.� p"e°ges► To DVW„ PMA-rr From ,jbhi a LJ rLa� Comet. co. Phone r Phone r Fax 7-0.2 Fair 603 624 9764 PAGE.01 ** TOTAL PAGE.01 ** TRANSMITTAL LETTER Champlain _q E N G Consulting I N E E R S TO: Jude Chicoine Seaway Carwash 25 Bacon Street South Burlington, VT 05403 Items: _ Change Order _Shop Drawings DATE: 10/2/03 JOB NO.: 22139 RE: Jude Chicoine New Car Wash Facility Conditional Use Permit Application Amendment _Copy of Letter _Plans _Prints _Specifications XOther COPIES DATE NO. DESCRIPTION 1 10/2/03 City of South Burlington -Conditional Use Permit Application THESE ARE TRANSMITTED as checked below: _For approval _For your use As requested _For review and comments No exceptions taken XSee remarks _Amend and resubmit _Copies for approval _Submit _Return _Rejected For Bids Due _Copies for distribution Make Corrections noted REMARKS: Please have Dr. Crane sign the application. Also a check made out to the City of South Burlington will be required. Sincerely, CHAMPLAIN CONSULTING ENGINEERS, INC. 85 Prim Road, P.O. Box 453, Colchester, VT 05446 phone (802) 863-8060 fax (802) 864-1878 Permit Number - APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month . That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing. Type of application check one: ( ) Appeal from decision of Administrator Officer (includes appeals from Notice of Violation) Request for a conditional use Request for a variance ( ) Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY) lNot Applicable WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU N�'. cable 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax 2) LOCATION OF LAST RECORDED DEED (Book and page #) IVol 555 pale 82 3) APPLICANT (Name, mailing address, phone and fax 4) CONTACT PERSON and fax 5) PROJECT STREET ADDRESS: Shelburne Road and Holmes Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) Tax Map 58 Parcel #1540-01341 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate b) Proposed Uses on property (include description and size of each new use and existing uses to remain c) Total buildingsquare footage on property (proposed buildings and existing buildings to remain)_ will be dedicated to carwash use. An addition of 1,536 s.f. will house 4 self -serve carwash bays. d) Height o 0 remain. si2eci and mezzanine) e) Number of residential units (if applicable, new units and existing units to remain) Not aoolicable please note if Overlay Districts are applicable): 8) LOT COVERAGE Proposed Percents reflect with/without Rt 7 expansion a) Building: Existing 10.3 % Propose 13.4/13.7 0 b) Overall (building, parking, outside storage, etc) Existing g g % Proposed 61.g/62. o c) Front yard (along each street) Existing 48.4 % Proposed 24.2/28.8 % (does not apply to residential uses) 2 9) COST ESTIMATES a) Building (including interior renovations): $ 1160,000.007 b) Landscaping: $ 6,000.00 c) Other site improvements (please list with cost): ISee Attached List 10) ESTIMATED TRAFFIC Refer to Traffic Study - Lamoureux & Dickinson dated 9/23/02 a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 8:00 am -10:00 am 11:00 am -1:00 Pm, 3:00 am-5:00 m 12) PEAK DAYS OF OPERATION: lFriday & Saturday 13) ESTIMATED PROJECT COMPLETION DATE: ISer)tember 2003 14) LIST ABUTTERS ( List names and addresses of all abutting property owners on a separate sheet of paper). See attached 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. C SIGNATURE OF ROPE Y WN Do not write below this line DATE OF SUBMISSION: 1416 REVIEW AUTHORITY: ❑ Development Review Board W"b- irector, Planning & Zoning I have reviewed this site plan application and find it to be: VComplete ❑ Incomplete Planning & Zoning or Designee 4 Impact Fee Calculation for New Non -Residential Construction A Project Name B Effective Date C D E F G H I 1 K L F/W F Above in units of $1,000j _ V571 G / 1000 Existing land value ,,++ G � ila Z> Grand list Above in units of$1,000 6 gG I / 1000 Total value of site and improvements after construction _ G + I Above in units of $1,000 O s K / 1000 Type of use Type of construction Value of construction per square foot from Appendix 1 Total square feet of new construction Total value of new construction ROAD IMPACT FEE M Base road impact fee per VTE N Estimated PM peak hour VTEs O Base road impact fee P Credit per $1,000 (Table RD-5) for past payments Q Credit for past payments R Credit per $1,000 (Table RD-6) for future payments S Credit for future payments T Total road impact fee FIRE PROTECTION FEE Estimated post construction value of structure and contents U in units of $1,000 V Base fire protection impact fee Credit per $1,000 of land value Q) for past tax payments W (Table FP-4) X Total credit applicable to project for past tax payments Post -construction value of structure and land excluding $144.56 A8 M x N .o& jxP u/ L x R OO.O-Q-S Hx1.875 ! , .5 1$0.87 x U I ` � I From FP-4 S 0` y(j •�( SwxJ Y contents G + I Z Above in units of$1,000 Y / 1,000 Credit per $1,000 of post -construction value for future tax AA pmts (Table FP-5) From FP4 AB Total credit applicable to project for future tax payments AC Total fire protection impact fee TOTAL ROAD AND FIRE IMPACT FEE AA x Z V-X-AB 77 Calculation sheets.xls State of Vermont �rt;T fig Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist June 13, 2003 Edward B. Crane Living Trust P.O. Box 1799 Frisco CO 80443 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 Subject: WW-4-1850, PIN EJ02-0245; Seaway Carwash - Convert Existing Commercial/Retail Building to Car Wash Facility Located at 1341 Shelburne Road in the City of South Burlington, Vermont. Ladies & Gentlemen: I have reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: 1. The new 6 inch sanitary sewer service for the car wash is less than 10 feet to the existing 6 inch water service. 2. Sheet C-3 identifies a 2 inch water service tapping into the existing 6 inch water service and the 6 inch water service continuing onto the property. Is the 6 inch water service beyond the tap being eliminated or does it provide water to another facility? Please respond within thirty, (30) days from the date of this letter. Re -submittals that are incomplete, or made after thirty days may result in the denial of the project. Once I receive the information requested, I will continue my review of the project. If you have any questions as to what is needed, please contact me. Sincerely, Ernest Christianson Regional Engineer cc: South Burlington Planning Commission Champlain Consulting Engineers, Inc. AGENCY OF NATU7 '' i RESOURCES (ANR) AND ENVIRONMF -PL BOARD (ACT 250) PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL # DEC PERMITS PRE -APPLICATION REVIEW RESPONSE DATE ll� FENRNG APPLICATION # (.y- J — M50 DISTRICT 4 , or 9 TOWN ^���Yb 1 �� l d1 J a,.` PIN # f = N n — 0 OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: _ � 1 NAME:_c C Fav" Q_ . �� Jl`�q �KS�— NAME: C t'l; Cc�h�2_ ADDRESS: PC �7�� I' 9� Fr( c7 Co. ADDRESS: (XCI"° _ G• � TELEPHONE: TELEPHONE: RUB-- 9R5 - ;2 H I I ProjectName: Based on a written or oral re est and/or information provided by 01rc� a project was reviewed on a tract/tracts of land of P-rly acres, locate on i 17"Ff _ The project is generally described as: Y6 '51055•Fr-e-L"I SPC'_CC_ i Prior Permits From This Office: �_7 E: PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION [Y j I hereby request a jurisdictional opinion from the District Coordinator or Assistant District Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. Jeff McMahon Permit Specialist 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNERIAGE T, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE VIRONMENTAL BOARD (ACT 250) WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V.S.A. SEC. 6007(C)). Et'6 — Commercial, residential or municipal project? Ce`n, Has a landowner subdivided before? When/where/# of lots AN ACT 250 PERMIT IS REQUIRED: YES NO; Copies sent to Statutory Parties: YES >_NO BASIS FOR DECISION: SIGNATURE: / 1G DATE: ADDRESS: Environmental Commissions Districts #4, 6 & 9 b' trict Coordinator Telephon : 862 879-5614 111 West Street, Essex Junction, VT 05452 WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED �__ YES NO 4. Wastewater System & Potable Water Supply Permit Notice of Permit Requirements EPR 1-403 _Floor Drains to a UIC well REGIONAL ENGINEER ASSIGNED: Ernest Christianson (879-5675), Jessanne Wyman (879-5673), William Zabiloski (879-5672) Dolores LaRiviere (879-2341) 4Mnagement GNATURDATE: L� ADDRESS: Agency of Natural Resources Environance Division, Permit Specialist, 802 879-5676 Dept. of Environmental Conservation WastewDivision, Telephone: 802 879-5656 111 West Street, Essex Junction, VT 05452 OVER»»»»» I THIS IS A PRELIMINARY, NON-B, ING DETERMINATION REGARDING 01 „cR PERMITS WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW. 3. WASTEWATER MANAGEMENT DMSION, ANR (842-241-3822) Contact: _ Discharge Permit; pretreatment permits; industrial, municipal Indirect Discharge Permits Residuals Management 4. AIR POLLUTION CONTROL DIVISION, ANR (888 520-4879) Contact: _ Construction/modification of source _ Open Burning —Wood Chip Burners (>90 HP) Furnace Boiler Conversion/Installation Industrial Process Air Emissions _ Diesel Engines (>450 bHP) 5. WATER SUPPLY DIVISION, ANR (802-241-3400) (800 823-6500 in VT) Contact: New Hydrants >500' of waterline construction Community Water System (CWS) Bottled Water Transient Non -Community water system (TNC) Capacity Review for Non -transient non -community water systems (NTNC) 6. WATER QUALITY DIVISION, ANR Contact: River Management (241-3770) Stormwater Permits (state and federal ) Hotline (241-4320) Shoreland encroachment (241-3777) Aquatic nuisance control (241-3777) Wetlands (241-3770) Section 401 Water Quality Certificate (241-3770) Stream Alteration (751-0129/879-5631/786-5906) Water Withdrawal (241-3770) G2YVASTE MANAGEMENT DIVISION, ANR 1 Contact: Hazardous Waste Handler site ID (241-3888) , i r; K �S'"` Underground Storage Tanks (241-3888) Lined landfills; transfer stations, recycling facilities, drop off (241-3444) Asbestos Disposal (241-3444) Disposal of inert waste, untreated wood & stumps (241-3444) Composting Facilities (241-3444) Waste oil burning (241-3888) Used septic system components/stone 8. FACILITIES ENGINEERING DIVISION, ANR Contact: Dam operations (greater than 500,000 cu. ft.)(241-3451) State funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) C9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) Contact: SMALL BUSINESS AND MUNICIPAL COMPLIANCE ASSISTANCE Contact Judy Mirr r John Daly 802 241-3745 RECYCLING HOTLINE (1-800-932-7100) Contact: 10. DEPARTMENT OF FISH & WILDLIFE, ANR (802-241-3700) Contact: Nongame & Natural Heritage program (Threatened & Endangered Species) Stream Obstruction Approval 11 )DEPARTMENT OF LABOR AND INDUSTRY (802-828-2106) or District Office 879-2300 Contact: Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) Storage of flammable liquids, explosives LP Gas Storage Plumbing in residences served by public water/sewer with 10 or more customers Boilers and pressure vessels 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: Food, lodging, bakeries, food processors Program for asbestos control & lead certification (Phil Comock) Children's camps Hot Tub Installation & Inspection - Commercial 13. AGENCY OF HUMAN SERVICES Contact: Child care facilities (1-800 649-2642) Residential care homes (241-2345) (Dept. of Aging & Disabilities Nursing Homes (241-2345) Therapeutic Community Residence (241-2345) 14 AGENCY OF TRANSPORTATION Contact: Access to state highways (residential, commercial) (828-2653) Junkyards (828-2053) Signs (Travel Information Council) (828-2651) Railroad crossings (828-2710) Development within 500' of a limited access highway (828-2653) Airports and landing strips (828-2833) Construction within state highway right -of way (Utilities, Grading, etc.) (828-2653) 15. DEPARTMENT OF AGRICULTURE (800 675-9873) Contact: Use/sale of pesticides (828-2431) Slaughter houses, poultry processing (828-2426) Milk processing facilities (828-2433) Animal shelters/pet merchanUlivestock dealers (828-2421) Golf courses (828-2431) Weights and measures, Gas Pumps, Scales (828-2436) Green Houses/Nurseries (828-2431) Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-2436) 16: VERMONT ENERGY CODE ASSISTANCE CENTER TOLL FREE 888-373-2255 VT Building Energy Standards DIVISION FOR HISTORIC PRESERVATION (802-828-3211) Historic buildings Archeological sites 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) Liquor licenses General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) Business registration Professional Boards (1-800-439-8683) 20. DEPARTMENT OF TAXES (802-828-2551) Business taxes (sales, meals & rooms, amusement machines) 21. DEPARTMENT OF MOTOR VEHICLES (802-828-2074) Fuel taxes; commercial vehicle Franchise tax/solid waste LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 23. FEDERAL PERMITS U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St.,Suite 205, Essex Junction, VT 05452 (802) 872-2893 24. OTHER: Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date: �'' � I may be reached at 879-5676 pies have been mailed to: REVISED 3/13/03 State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation May 14, 2003 Edward B. Crane Living Trust P.O. Box 1799 Frisco CO 80443 AGENCY OF NATURAL RESOURCES Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452 Telephone: (802) 879-5656 RE: WW-4-1850, Seaway Carwash Convert existing commercial/retail space with addition to car wash with 5 employees/office/storage 2740 gpd municipal water & sewer 2.44 acres., 1341 Shelburne Road, South Burlington Dear Applicant: We received your completed application for the above referenced project on April 30, 2003, including a fee of $1150.80 paid by check #4286. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Q� Irene L. Roberge DEC Regional Office Coord cc: South Burlington Planning Commission Greg Bombardier Jude Chicoine DEVELOPMENT REVIEW BOARD 7 JANUARY 2003 PAGE 7 8. Public Hearing: Application #CU-02-27 of Jude Chicoine Seeking conditional use approval under Section 26.05, Conditional Uses, of the 5outh Burlington Zoning Regulations. Request iS for permission to:1) convert an existing retail building to a car wash and auto service use (auto detailing), and 2) construct a 1408 oq. ft. addition, 1541 Shelburne Road: and 9. 5ite plan application #5P-02-58 of Jude Chicoine to amend a plan for a previously approved 4500 oq, ft. retail Store. The amendment consists of: 1) converting 3460 c9q. ft. of the existing building to car wash use, 2) converting 1040 oq. ft. of the existing to auto Service use (auto detailing), and 3) constructing a 1048 r9q. ft. addition for four Self -Service car wash bays, 1341 Shelburne Road: Mr. Chicoine noted he currently runs 5e3way Carwash which iS becoming a parking lot for another development. He is thus planning to move down the road to this new facility. Members discussed the issue of the curb out. Mr. Crane, representing the owners of the 3 contiguous properties, felt it would be a major problem to lose the remaining curb cut. Members were concerned that cars coming out of the car wash would drip water onto the pavement as they wait to pull onto the road. Mr. Chicoine felt the with proper salting there would not be a problem. He didn't think the Self -Serves would be used that much in cold weather. He also Said they have always done a good job a maintaining their facility. It was noted that when the road is widened, the curb cut will be a Southbound access only. Mr. Boucher felt that the close the curb cut would change the Verizon business fundamentally. Mr. Chicoine said they could do a radiant heat on that sidewalk So it would be constantly heated. Members agreed to add that as a stipulation. Mr. Dickinson said the auto -detailing portion of the business would add 2 peak hour trip ends (from 40 to 42). DEVELOPMENT REVIEW BOARD 7 JANUAKY 2005 PAGE 8 Mr. Bolton was concerned with protection of the watershed from runoff from this Site. Mr. Crane said they have an oil/grit separator and water will be discharged into the Sewer. Mr. Chicoine said all their chemicals are biodegradable. They will also be reusing the wash water. Mr. Bolton asked if there is provision to keep undesirables such as oil from getting off the lot onto other properties. Mr. Crane showed the direction of the flow from the property. Mr. Bolton was not sure this was enough and was concerned with a cumulative affect. He stressed this is very close to the watershed and Shelburne Bay. Mr. Kupferman felt directing runoff with some curbing would help. Ms. Quimby moved to approve Application #CU-02-27 and Site Plan application #5P-02- 58 of Jude Chicoine subject to the stipulations in the draft motion pf 7 January 2005, amended to add the following: 2a. The Site Plan shall be revised to show heating of the sidewalk at the ingress/egress at the Shelburne Road curb cut. 2e. 5ignage will be installed to encourage exiting the property via Holmes Road. 3. adding the figure 50.5 to replace the blank line. Mr. Bolton seconded. Motion passed unanimously. 10, Site Plan application #5P-02-59 of Burlington International Airport to amend a previously approved plan for an 85,865 oq. ft. airport terminal and a 1143 vehicle parking garage. The amendment consists of: 1) constructing a 297,000 oq. ft. 3-level parking garage addition for 2075 spaces, 2) reconfiguring surface parking (1008 total spaces), 3) realigning access road, 4) constructing a new 14,461 oq. ft. elevated pedestrian bridge, and 5) constructing a new 4,267oq. ft. toll booth canopy, 1200 Airport Drive: Mr. McEwing reviewed the history of the project. He. said the will now add 1000 parking spaces to the north of the structure with a walkway. There will also be an interface with the building. The road will be realigned to come out at Maryland Street. The parking structure will become 3 stories. During construction, they will re -open the south entrance to the garage with a temporary exit to Patrick Street. Car rentals will move from one end of the garage to the other. They anticipate starting the project on 15 April. Mr. McEwing showed a rendering of what the project will look like. Mr. Dinklage asked about replacing landscaping at the north end of the garage. Mr. Lawrence showed the landscaping plan. There will be new plantings on the exit drive. IITY OF SO- 4TH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 24, 2005 Jude Chicoine 368 Old Orchard Lane Shelburne, Vermont 05482 Re: Car Wash. 1341 5helburne Road Dear Mr. Chicoine: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the DRB on 1/7/03 (effective 1/21/03). Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months. If you have any questions, please feel free to contact me. Sincerely, Raymond J. Belair Administrative Officer End. CI Y OF S0U7H BURLJNG70K , APPLICATION FOR SITE PLAN REV04V All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the si ? plan -,Will Festftr �W, r application being rejected and a delay in the review before thebeveloprnent RevoeW board. 1),,,0WMER OF RECCRD (Blame as shown on deed, mailing address, phone and fax #) 2) A[ PLC CAMT (Name, mailing address, phone and fax #) � R s 3) CONTACT FERS �. `(Name, mailing address, phone and fax f#) 4) PROJECT S7REE7 ADDRESS: 5) TAX MAP NUMBER (can be obtained at Assessor's Office) P 'Yc _ C t 3H I 6) PROJECT OESCROPTION a) Existing Uses on 'Proper (including description and ;size of each separate use) F b) Proposed Uses on properly (include description and size of each new use and existing uses to remain) a c) ToW building square footage on propertaj (proposed buildings and existing buildings to remain) d) sleight of !building & number of floors (proposed �uildings and existing buildings to remain, specify if basement and mezzanine) .5 a c.t.} v 1 I-WUkr WC e) Number of residentiial units (if applicable, new units and existing units to remain) A61 A-) Num, ber of empIcyses (existing and proposed): g) Other (list any other information pertinent to this application not specifically requested above): 4x'Ud-LVX s� 7) L07 COVERAGE dot 5 � a) Building. Existing - iC{-1 f % Proposed 1=� 1 � i :o b) 0,ferali (building, parking, outside storage, etc) ;5 0LIC) {r:jdsting a 5223-S % Proposed c) Front yard (along each street) Existing o `3W % 56 8) COS 7 ES71MA7ES a) Suiidiinge $ b) L =dscapinga $ c) Other sits amproveme ats (piease list wigs cost): 9) E371 A72D, TRAFF9C % bt 1Ci-� v C t�`1i c*✓1 Proposed % j aD <<ergeiiyic for ant0ra property, (in and out): ? 4 b) A.M. Peak hour for antire propej (in and out): c) P.M. Psak hour for andre propel (In and oat): 12 ' C.s(: cc ` �` ; � r.•' � : 3� 1 �,;1 10) PEAK HOURS OF OPERA` ,30N: '��• 1 t) PEAK DAYS OF OPERA 90, N o f' ? i c 13) SOTE PLAN .AND FEE A site plan shall be s ubrnitted which slows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I V x 7") of the site plan must be submitted. A :site plan application tee shall be paid to the City at the time of submitting the site plan application (see EAhibit A). I hereby certify that all the information requested as part cf this application has been submitted and is accurate to the best of my knowledge. SIG4A1'URE or APPLICANT SIGNATURE OF PROPERTY COMER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Lj Development Review Board Lj Director, Planning & Zoning I have reviewed this site plan application and find it to be: Complete Incomplete /�7yl6� Director of Planning & Zoning or Designee Date u (Apfrmsp) I move the South Burlington Development Review Board approve conditional use permit application #CU-02-27 and Site plan application #5P-02-58 of Jude Chicoine to amend a plan for a previously approved a 4,500 sq. ft. retail store. The amendment consists of: 1) converting 3460 sq. ft. of the existing building to car wash use, 2) converting 1040 sq, ft. of the existing building to auto service use (auto detailing), and 3) constructing a 1048 sq. ft. addition for four (4) self-service car wash bays,1541 Shelburne Road, as depicted on a four (4) page Oct of plans, page one (1) entitled "Jude Chicoine Shelburne Road 5eaway Car Wash Existing Conditions South Burlington Vermont," prepared by Champlain Consulting Engineers, dated 11/4/02, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised to show the changes below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three (3) copies of the S1 approved revised plans shall be submitted to the Director prior to permit issuance. ` � ;44F �C a. The site plan shall be revised to show the 5hel i nl iate 5ignage (i:e� +aet_Ente�-gx+t b. The site plan shall be revised to show the existing right of way and access drive to Holmes Road. c. The site plan shall be revised to comply with the recommendations of the City Arborist in a memo dated 12/30/02. d. The site plan shall be revised to accurately show the gas main at its correct location (east side of street). 3. For the purpose of lalculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the change in use will generate Li additional vehicle trip ends during the P.M. peak hour. 4. Any new exterior lighting shall consist of downcasting shielded fixtures. Any change to approved lights shall require approval of the Director prior to installation. 5. Prior to issuance of a zoning permit, the applicant Shall post a $4800 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 6. The applicant shall comply with the recommendations of the Fire Chief in a letter dated 1/3/03 to Juli Beth Hoover. 7. Prior to issuance of a Certificate of Occupancy/Compliance, the applicant shall stripe the parking lot as shown on the approved plan. 8. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the newly converted space and expanded area. 10. Any change to the site plan shall require approval by the South Burlington Development Review Board. 14 Morse Drive Essex )unction, Vermont 05452 January 7, 2003 )LAMOUREUX & DICKINSON Consulting Engineers, Inc. Raymond J. Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Shelburne Road Seaway Car Wash Dear Ray, (802) 878-4450 Fax (802) 878-3135 As requested, it is our opinion that the two proposed detail bays at the above -referenced facility will generate 1 vte/hour per bay during a typical weekday pm peak hour. This will increase the estimated total peak hour trip generation of this project from 40 vte/hour (Table 2 of our October 9, 2002 letter to Gregory Bombardier, P.E.) to 42 vte/hour. We do not believe that this increase will have any appreciable effect on the future levels of service which were presented in the aforementioned letter. Should you have any questions concerning the above, please feel free to call me. Sincerely, Roger ickinson, P.E. Profess nal Trafc Operations Engineer CC. Gregory Bombardier, P.E. P:\2002\02-107\be1air.wpd Civil • Environmental 9 Transportation • Planning • Landscape Architecture • Land Surveying DEVELOPMENT REVIEW BOARD 2005 JANUARY 7 PAGE 9 Landscaping: The minimum landscaping requirement, based on building coots is $840, which is not being met. The plan Should be revised to add the minimum amount of additional landscaping. Lighting: Exterior lighting will consist of 12-1500 watt quartz halide flood lights mounted on poles with a maximum height of 20 feet. Six (6) of these lights are currently installed. The other six (6) lights will be installed for the new court. The applicant has submitted a lighting study which demonstrated that no light will be measurable beyond 70 feet from the courts. The courts are 100 feet from the nearest residential property line. To be certain that glare (i.e., the light source) will not be visible from adjoining properties, the lights should be tipped straight down as much as possible. Parking: There is no parking standard for an outdoor recreational facility in the current zoning regulations. The applicant is providing 1 accessible space and 5 regular spaces and a bike rack. TxAffio: No traffic increase is expected, as membership will not increase. 0-=peters: The applicant proposed screened dumpeters as noted on the plan. C-5 & 9) JUVE_GHICOLL—CAP,WASH =51TE P AN & CONM1QN LJU5-E This project consists of amending a plan for a previously approved 4,500 eq. ft, retail store. The amendment consists of:1) converting 3460 eq. ft. of the existing building to car wash use, 2) converting 1040 eq, ft. of the existing building to auto service use (auto detailing), and 3) constructing a 1,408 eq, ft. addition for four (4) self -Service car wash bays. This property located at 1341 Shelburne Road lice within the C2, and Bartlett Brook Watershed Protection Overlay Districts. It is bounded on the north by a mixed -use commercial building, on the South by a monument sales facility, on the west by a trucking terminal, and on the east by Shelburne Road. CONDITIONAL U5E CRITERIA Pur_pozr, f- 2.12iotrict: The stated purpose of the C2 District under Section 15.00 of the zoning regulations reads in part "A Commercial 2 District is hereby formed in order to encourage general commercial activity." The proposed use is a commercial activity, which is in compliance with the stated purpose. i DEVELOPMENT REVIEW BOARD 2003 JANUARY 7 PAGE 10 Pursuant to 5ection 26.052 of the zoning regulations, the Board must determine that the proposed uses will not adversely affect: a. The capacity of existing or planned municipal or educational facilities — no adverse affect expected. b. The essential character of the neighborhood or district in which the property io located, nor the ability to development adjacent property for appropriate uses — no adverse affect expected. c. Traffic on roads and highways in the vicinity — no adverse affect expected. d. Bylaws in effect — no adverse affect expected. e. Utilization of renewable energy resources — no adverse affect expected. f. General public health and welfare — no adverse affect expected. Acceoo/Cir_culat=' : Access will be provided by a shared 35 foot wide ingress & egress curb cut on Shelburne Road with the property to the north . The Shelburne Road improvements will result in there being a median in front of this property preventing left turns out of the site. Vehicles wanting to go north will use an existing right-of-way across the two (2) northerly properties to access Holmes Road. This right-of-way to Holmeo Road should be shown on the plan. Access to the adjacent property to the north will also be available by a 90 foot wide opening connecting the two (2) properties. The plan shows a "10 gravel drive" which provides access to the property to the South (1459 Shelburne Road). The City Engineer io recommending that the Shelburne Road access be for ingress only due to the icing of the sidewalk as vehicles exit. The applicant should be prepared to address this problem. Circulation on the site io adequate. Cov�el3etbacks: Building coverage io 13.5% (maximum allowed is 30%). Overall coverage io 62.9% (maximum allowed io 70%). Front yard coverage io 28.8% after the 5helburrie Road expansion (maximum allowed io 30%). Setback requiremento are being met. r DEVELOPMENT REVIEW BOARD 2003 JANUARY 7 PAGE 11 Parking: A total of 10 spaces are required and 14 spaces including one (1) handicapped Space and a bike rack will be provided. Landscaping: The minimum landscaping requirement, based on building costs, is $4800 which is being met. Proposed plantings include White Fine, Viburnum, and Sugar Maple. Lighting: Exterior lighting will consist of the following: - Nine (9) 100-watt high-pressure Sodium lamps with downcasting Shielded fixtures mounted on 15 foot poles. - Nine (9) 100 watt building mounted high pressure sodium lamps with downcasting shielded fixtures. Dumpsters: A screened dumpster storage area is proposed. TRAFFIC OVERLAY-015TKIOLREVLEW This property is located in the Traffic Overlay Zone 5 which would allow this property to generate a maximum of 55.9 vehicle trip ends (vte's) during the P.M. peak hour. ITE estimates the previous retail use to generate 11.7 vte's. The applicant's traffic study (see enclosed) estimates that the project will generate 40 vte's. The traffic study does not include how much traffic the auto detailing portion of the business would generate. This information is necessary to determine the additional trip ends to be generated and compliance with the Traffic Overlay District. I3-AKTLffT_MOOLWAT1<gC2HE.D_PBQT_EOTIO7 LOY-EKLAYJ215TKIOT (L3M). This property is located within the BBW which requires projects which convert 15,000 sq. ft. or more of undeveloped land to developed land to meet certain requirements. This project involves the conversion of approximately 11,000 sq. ft. of undeveloped land to developed land. The requirements of this section therefore do not apply. 10) ICU-KLINGTONJNTERNATIONAL AIKPOKT_-.P-AKKLN& GARAGE_EXFAN5IQN- 51TE PLAN This project consists of amending a previously approved plan for an 85,8(0-5 sq. ft. airport terminal and an 1143 vehicle -parking garage. The amendment consists of. 1) constructing a 297,000 sq. ft. 3-level parking garage addition for 2,075 spaces, 2) reconfigure surface parking (1,008 spaces total), 3) realign access road, 4) Soutil ' urlington Fire Depa.�Ment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief January 3, 2003 Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Seaway Car Wash — Shelburne Road Dear Juli: I have reviewed the plans for the proposed construction of the proposed carwash construction on Shelburne Road. I have also made a site visit to try to envision the siting of this project. 1. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 2. Automatic sprinklers and alarm system if required by Vermont Labor and Industry Fire Prevention Division. 3. Provide an emergency key box, location to be specified by SBFD. 4. Number and location of fire hydrants to be determined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and Labor and Industry. Should you need any further assistance on this project please feel free to contact me. Sincerely, Q� Douglas S. Brent Fire Chief Post -it® Fax Note 7671 Date O paoges� To From Co./Dept. Co. Phone # Phone # Fax # ( U Fax # LANDSCAPE' 1[-VIE 'W 12/30/02 Jude Chicoine Seaway Czar Wash Champlain Consulting Engineers I recommend using something other than Sugar Maple in the parking lot island. Sugar Maple is intolerant of hot, dry conditions and very sensitive to road salt. Possible substittions include: a. Turkish Filbert, Corylus colurna b. Ginkgo, Gingko biloba c. English Oak, Quercusrobur `Skymaster', or `Pyram..ich' 2. A detailed planting specification should be included in the plans 01/15/12003 10:00 80286"78 CHAMPLAINCONSUITING PAGE 02 Cho plain Consulting E N G I N E E R S January 14, 2003 Mr. Bruce Hoar Public Works Dept. 575 Dorset Street South Burlington, VT 05403 Re- Water Supply & Sewer Allocation — Seaway Car Wash Shelburne Road & Holmes Road, South Burlington, VT Dear Mr. Hoar: GREGORY J BOMBARDIER, P.E. PAUL DUCHESNEAU, PE. Champlain Consulting Engineers has been retained to provide permitting and engineering services to Mr. Jude Chicoine for the newly proposed Seaway Car Wash on Shelburne Road. I am currently preparing a Water Supply and Wastewater Disposal Permit application for the Agency of Natural Resources for this project. This project was approved by the City of South Burlington on January 7, 2003 Would you please provide me with a letter stating that and sewer can be provided as listed on the attached form? Sincerely, Lucie M. Jean Office Manager ]i!�l3�rme cc Jude Chicoine — Applicant 85 PRIM ROAD • BOX 453 . COLCIAE5TER, VT 05446 • PH 802.863.8060 , FX 802.864.1878 • WWW.CHAMPLAINCONSWING.NET 01/15/2003 10:00 8022 Y78 CHAhPLAINCONSI -iNG PAGE 03 Sea r Car Wash Flow Ca! AUTOMATIC TU L (Wr THRECIR ULATIO TANKSI 40,000 vehicles per year* 15 gallons per vehicle (35 w/o Recirculation Tank*) 600,000 gallons per year 600,000 gallons per year/365 days per year = 1,643.84 gallons per day 1,644 gallons per day (water in and wastewater out) SELF -SERVE YS BAYSTOTAL 20,000 vehicles per year'"* 8 gallons per cycle* Assume 2.5 cycles per vehicle 8 gallons/vehicle X 2.5 cycles = 20 gallons/vehicle 20,000 vehicles per year X 20 gallons/vehicle = 40,000 gallons per year 400,000 gallons per year/365 days per year = 1,096 gallons per day 1,096 gallons per day (water in and wastewater out) EMPLOYEES 5 employees X 15 gallons per day/employee ^ 75.00 gallons per day 1,644 + 1096 + 75.00 = 2,815 gallons per day *Data was supplied by Mr. Jude Chicoine. The estimated number of vehicles was calculated by using information from another Seaway Car Wash facility owned by Mr. Jude Chicoine. **Data was supplied by both Mr. Jude Chicoine and by the Traffic Study performed by Lamoureux & Dickinson (10/9/02). Please note, the new car wash will be recycling water. Therefore, it is estimated that only 15 gallons of water will be utilized per vehicle. City Engineer Comments Seaway Car Wash Jude Chicoine 1341 Shelburne Road 1. Project should be shown in it entirety. Such as entire lot with lot dimensions, existing buildings sizes, adjacent property owners, the connection to Holmes Road, 2. The gas main along Shelburne Road is on the east side of the street. 3. Shelburne Road should be entrance only. Exit should be via Holmes Road. If not the operators of the car wash should be responsible for keeping the Shelburne Road sidewalk free from ice resulting from washed cars as they pass over the sidewalk. PUBLIC HEARWIt! SOUTH 3URLJNGTOH DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Bur- lington City Hall, Confer- ence Room, 575 Dorset Street, South Burlington, Vermont on. Tuesday Ja- nuary 7, 2003, at 7:30 P.M. to consider the fol- lowing: 1.Application #CU- 02-27 of Jude Chicoine seeking conditional use. approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permis- sion to: 1) convert an existing retail building into a car wash and auto service use (auto detail- ing and 2) construct a 1408 sq. ft. addition, 1341 Shelburne Road. 2.Applicaiton #. CU- 02-28 of 'Burlington Plat- form Tennis se.eking(( conditional use ' approval under Section. 26.05„ Conditional Uses, of the South Burlington Zoning' Regulations. Request is for permission to:t) add two, (2) paddle tennis courts, and 2) construct a 240 sq. ft. warming but for an outdoor recrea- tional use, 12 1/2C East Terrace. 3.Final plat applica- tion #SD-02.76 of Hub- bard Construction, Inc. to amend a previously approved planned resi- dential development consisting of , 296 resi- dential units and an 18 hole golf course. The., amendment consists of converting three (3) .sing- le family lots into two (2) single family lots by dis- solving the boundaries of 405 Golf Course Road (lot #121). 4.Final plat applica- tion #SD-02-77 of JAM Golf,' LLC to amend a tanned residential deve- lopment consisting of 296 residential units and an 18 hole golf course., The amendment cons- ists of revising the perk- ing layout, lighting, cart paths and landscaping for the clubhouse area, 1227 Dorset Street. Copies of the applica- tions are available for public. inspection at the South Burlington City. Hall. John Dinkiage, Chairman South Burlington Development Review Board. 714 iV& zWIE 5- �qv� 51 5x �� s-f= E17T 1 1407N AL vAf QTY. BOTANICAL NAME COMMON NAME SIZE 6 PINUS STROBUS WHITE PINE 5-6" HEIGHT (MIN.) 41 VIBURNUM DENTATUM ARROW WOOD VIBURNUM 2P -2 1/2' HEIGHT 48 VIBURNUM TRILOBUM A11ER1CAN CRANBERRY VIBURNUM 2 -2 1/2' HEIGHT 4 ACER SACCHARUM GREEN MOUNTAIN" GREEN MOUNTAIN SUGAR MAPLE 2 I/2` - 3* CAUPER ROOT BB @ 3 GALj- 3 GAL. Al BB BB TO BURLINGTON Permit Number ( U - C4 - APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month . That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing. Type of application check one: ( ) Appeal from decision of Administrator Officer (includes appeals from Notice of Violation) Request for a conditional use Request for a variance ( ) Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY) INot Applicable WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU Not Aoplicable 1) OWNER OF RECORD (Name as shown on and fax 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol 555, page 82 3) APPLICANT (Name, mailing address, phone and fax 4) CONTACT PERSON and fax 13y/ 5) PROJECT STREET ADDRESS: Shelburne Road and Holmes Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) Tax Map 58 Parcel #1540-01341 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) There is a retail store on the property. The store is vacant. Refer to Plans. b) Proposed Uses on property (include description and size of each new use and existing uses to c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Height of i i and mezzanine) ThP hi filcli e) Number of residential units (if applicable, new units and existing units to remain) Not aonlicable. please note if Overlay Districts are applicable): 8) LOT COVERAGE Proposed Percents reflect with/without Rt 7 expansion a) Building: Existing 10.3 % Propose 13.2/13.5 0 b) Overall (building, parking, outside storage, etc) Existing% Proposed 1. 2,g o c) Front yard (along each street) Existing 48.4 % Proposed 24.2/28.8 % (does not apply to residential uses) Pa 9) COST ESTIMATES a) Building (including interior renovations): $ 160,000.00 b) Landscaping: $ 6,000.00 c) Other site improvements (please list with cost): ISee Attached List 10) ESTIMATED TRAFFIC Refer to Traffic Study - Lamoureux & Dickinson dated 9/23/02 a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 8:00 am -10:00 am 11:00 am -1:00 pm, 3:00 am-5:00 Pm 12) PEAK DAYS OF OPERATION: JFriday&Saturday 13) ESTIMATED PROJECT COMPLETION DATE: ISeotember2003 14) LIST ABUTTERS ( List names and addresses of all abutting property owners on a separate sheet of paper). See attached 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT G� SIGNATURE OF PRnPERT YOWNFR Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board ❑ Director, Planning & Zoning I have reviewed this site plan application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee 4 Date SOUTH BURLINGTON WATER DEPARTMENT November 18, 2002 Champlain Consulting Engineers 85 Prim Road. PO Box 453 Colchester, VT 05446 Re: Seaway Car Wash South Burlington, VT Dear Sirs: 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 The South Burlington Water Department has reviewed the sketch plans for the above referenced project. Please find my comments below. 1. Please complete the attached Application for Water Allocation and return it to the South Burlington Water Department as soon as possible. As the project continues, a final Application for water allocation will need to be requested for approval for water allocation. No construction shall be permitted that may restrict or encumber water supply and storage for the City's current customers. 2. All construction drawings and plans shall have a note saying "All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho. Please add this note to future plans in visible locations. 3. Future plans should be based on the proposed construction with Route 7 expansion. 4. Location of the existing facilities must be determined before any new water lines are installed for this project. 5. It would appear that the location of the existing 6" water service and existing sewer line is within the minimum limits for water and sewer line separation. Therefore, the new water line that is to be run into this building shall be teed as close as possible to the existing gate valve nearest the existing sanitary manhole located in the drive. Minimum separation requirements shall be required for all new water and sewer line installations. Confirmation of separation limits shall be confirmed with test holes as necessary. 6. The existing 3/4" service line shall be shut off, disconnected, capped and had ties taken if it is no longer going to be in use. 7. This Department shall be notified at least 7 days of actual construction of any utilities or improvements. 8. The car wash facility will require testable backflow prevention devices installed just after the water meter. Contact this office for further information. 9. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances and water line crossings. 10. This department shall be notified directly of any changes to this project with revised, updated hard copy plans sent directly to us for further review. 11. Further review changes may be required as this project proceeds through the permit process. 12. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Stephanie Smith DD. Doug Brent Enc. Word: plan reviews: Seaway Car Wash t:3 ---,4 1 CAZ-4-AE-, (, - LA c u-�� i IN kl4 MAY City0f sa "Urfingto, 30'YQI C)' 0 Locoh'w, �o I VERMON T 1,55 0 201 41, BURL SWIFT O�� ST 00EEN. CITY PARK NOTICE OF REQUEST FOR ADMINISTRATIVE REVIEW SITE PLAN APPLICATION #SP-01-29 April 30, 2001 TJ's Wines & Spirits Owner of Record: David Crane 1341 Shelburne Road Administrative review of a site plan application has been requested by the above property owner for the following action: Install three six foot by eight foot picnic tables within a 20 foot by 30 foot area within the front yard area. The Director of Planning & Zoning will process this application in accordance with Section 26.10 of the South Burlington Zoning Ordinance. A report on the action taken on this application will be presented at the next Development Review Board meeting following a decision on this application. Any interested party may appeal a decision of the Director of Planning & Zoning within 15 days of the date the Director's aclion is reported to the Development Review Board. Notice of an appeal shall comply with the provisions of 24 VSA Section 4465. The Development Review Board shall review an appeal in accordance with the standards and procedures applicable to site plan review. Director of Planning & Zoning MAY U 3 200E City of So. Burlington Date � 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 23, 2001 Mr. Jeremy L. MacLeod TJ's Wines & Spirits 1341 Shelburne Road South Burlington, VT 05403 RE: Site Plan Application, 1341 Shelburne Road Dear Mr. MacLeod, Much to our dismay, we are finding that the site plan application you have worked with us to submit is proving to be extremely complicated. Because the picnic tables trigger questions regarding lot and front yard coverage and wastewater allocation for the property, we are not able to review this application without a site plan that accurately reflects the existing conditions on this property. Based on our site inspection and the 1971 approved site plan, it is apparent that there have been a number of alterations to the approved 1971 site plan for the property that did not receive permits at the time(s) these changes were made. By law, the City cannot accept an inaccurate site plan as the basis for issuing a new approval --even for the picnic tables that you have proposed. From our discussions today, it appears that there are several inconsistencies between the 1971 site plan and what is now on the property, some of which may be in violation of the zoning regulations. These are: • Relocated curb cut • installed floodlights • Storage trailer located on property • Walkway expansion • Parking lot layout • Correct building footprint • ':Front yard total coverage Mr. Jeremy MacLeod May 23, 2001 Page 2 We would like to encourage you to work with the property owner to develop an accurate site plan that we can review. We apologize for needing to put you through additional steps in order to get this permit, and will be happy to continue working with you to get this resolved. Sincerely, 3uli Beth Hoover, AICP Director of Planning & Zoning cc: Ray Belair, Administrative Officer David Crane, Hickock & Boardman -1 _ ¢ NED �-a� .�-,-- - ._ _,.- ; - ,��� - • i--�- "Card". MAY ' $o. R City of .+ q6 i L'+T iiV ... �JS_,•s � . L j/ , . ..�.. o • t t • ":_.' 1 � A fir.:7�;�-Z 1 :aar�4� t c1 it tt ,i f'i �J i` ems. .. � _ s � '_'Ftrs —T.a�.�te pia � � ems,. �1e _ . _ . ` - ._ .^,3fi•. }�(��__' It ��`'-"" - � / ? '� S M .!•.x?'."�:.3tt..: S: �_�"Y.i.l., e.., �'"�.5�-.ci�r� L:�:t:�� P i ._�_ __ -S.:.I cs m C%L 4L kl2l .3a CW6 L� O ... . ........ .... ...... T-rP LJha 14.A rT- CL CITY OF SOUTH BURLINGTON PLAN APPLICATION 1) NAME, ADDRESS, AND PHONE NUMBER OF: a) Owner of Record_. E b) Applicantrom c) Contact Person 2) PROJECT STREET ADDRESS: 3) PROPOSED USE(s) �*�Q� I L;`, A Slam 4) SIZE OF PROJECT: (i.e. Building Square Footage, #units, maximum height and #floors S',Q00 5) NUMBER OF EMPLOYEES (full and part time): 1� 6) LOT COVERAGE: Building 16 %; Building, Parking, Outside Storage: % 8) COST ESTIMATES: Buildings: $ -', Landscaping $ Other Site Improvements: (Please list with cost) $ 9) ESTIMATED PROJECT COMPLETION DATE: 10) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 11) PEAK HOUR(s) OF OPERATION: /G)Orh 12) PEAK DAY (s) OF OPERATION: 91 j rooms �� SI(�NMTURE OF APPLIC May 10, 1985 Timothy O'Connell Olympiad 79 Farrell Street. South Burlington, Vermont 05401 Re: 1341 Shelburne Road Dear Tim: I have reviewed your plans for the conversion of Brothers Two to a retail wine and ale store. This is a permitted use in the C-2 District. Since you will not be doing any significant interior or exterior construction and none of the issues under the site plan criteria require improvements, I will administratively approve this change in use for a single use. If at anytime you wish to use the business for multiple uses, please contact Dick Ward at this office. Sincerely, Jane S. Bechtel, City Planner JSB/mcg cc: Richard Ward No Text No Text