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Home My WebLink AboutBATCH - Supplemental - 0035 Joy DriveSITE PLAN REVIEI� LNIVER51"r OF VERI" FONT 1 fEDICAL CENTER DIALYSIS SOL7�{ SLRLING710N 35 JOY DRIVE, SOU7P BURLING70N, VT Owner: The University of Vermont Medical Center Burlington, Vermont 05401 LIST OF DRAWINGS A-0 I COVER ARCHITECTURAL DRAWINGS > A-1.11 PHASE 1 < 2 - OVERALL FLOOR PLAN A-1.16 PHASE 2 - (ALT. #1 4 2) PLANS / ELEVATIONS A-2.10 PHASE I - EXTERIOR ELEVATIONS A-2.11 PHASE 1 - EXTERIOR ELEVATIONS A-2.12 PHASE I - EXTERIOR ELEVATIONS A-2.13 PHASE I - EXTERIOR ELEVATIONS A-2.14 PHASE 2 - EXTERIOR BUILDING ELEVATION VIEWS SITE/CIVIL ! LANDSCAPE DRAWINGS > CI.O EXISTING CONDITIONS PLAN CI.I DEMOLITION PLAN CI.2 SITE LAYOUT PLAN C1.3 GRADING, UTILITY AND STORMWATER PLAN CIA EROSION PREVENTION ! SEDIMENTATION CONTROL (EP5C) PLAN C2.0 SITE DETAILS C2.1 STORMWATER DETAILS C22 STORMWATER DETAILS C2.3 WASTEWATER DETAILS C2.4 EROSION PREVENTION t SEDIMENTATION CONTROL (EPSC) DETAILS LI.1 LANDSCAPE PLAN ELECTRICAL DRAWINGS > ESI.II ELECT. - PHASE I ! 2 SITE NEW WORK PLANS 5LP-I.II STE PHOTOMETRICS NEW WORK PLAN BLP-1,121 PARKING AREA PHOTOMETRIC5 NEW WORK PLAN Owner Representative: White + Burke Real Estate Investment Advisors, Inc. 40 College Street Suite 100, P.O. Box 1007 Burlington, Vermont 05402-1007 (802) 662-1225 ISSUED FOR SITE PLAN REVIEW ONLY 1 /7/15 RECEIVE® JAN 16 2015 City of So. Burlington KEY PLAN WiW LOCATION MAP --- ' Hh ---.. N.T.S. UriiversitygAlerl ono MEDICAL CENTER Architect: SITE/CIVIL/STRUCTURAL ENGINEER: M.E.P. ENGINEER: Joseph Architects, LLC. Engineering Ventures, PC L.N. Consulting, Inc. 25 Crossroad 20B Flyrn Avenue, P.O. Box 65178 Waterbury, Vermont 05676 Suite 2A Burlington, Vermont 05406 (602) 244-5220 Burlington, VT 05401 (802) 655-1753 UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 05 Jor Drk-, south 8u44-, VT Joseph Architects 2 5 C r o s s r o a d Waterbury, Vermont 05676 Tei. 802-244-5220 F. 802-806.1010 Joe®JosephWchhecbf— COVER "m A-0 �a v ll 1 I 1 t I 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 I I 1 I 1 1 I I I I I 1 1 I I I ARp11TlCTURN. LJMIt9. in !N!!T A-I.li I — — — — — — — — — — — — — — — — — — — — — — --_____—___--______________— . ._2 v�� I � 2 CALT. tlt t #Z) OVERALL FLOOR PLAN t ISSUED FOR CONSTRUCTION 1/15/15 KEY PLAN SEfl AOC ♦ m,I a. 9Jy'k1+2 0°' l� C OF VE�O �I University#Vermont MEDICAL CENTER F K,31 1l ME AN, � Il o' UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 05 Joy Ddve, South Burlington, Vr Joseph Architects 25 C r o a a road Waterbury, Vernht 05676 e I. 802-244.5220 Fax 802-806-1010 JoeQJ.aphA,0ftata— PHASE 1 & 2 (ALT. #1 & #2) OVERALL FLOOR PLAN :row2-15 — A-1.11 't rl LAB ED UNIT--J�.L-, �1'• WA(_ INN, g \p DINATOR ---i OFFICE \\ ( STN. \ / CONE. - I STN. %- -_-_- -L I �- `LINE OF NEW ADDIT04 ®� DEMOLITION NOTES > DIVISION 4 DEMOL.ITIO! - MASONRY GENERAL NOTE: RCTU EMOVALS AND/OR MODIFICATIONS OF ANY STRURAL MATERIAL WITHIN THIS 4ROUP SHALL BE COORDINATED WITH AND APPROVED BY A LICENSED STRUCTURAL ENGINEER. 44. REMOVE EXISTING EXTERIOR BRICK MASONRY COMPLETE. SAVE AND PROTECT FOR REUSE. 413. REMOVE EXISTING EXTERIOR SLATE WINDOW SILL COMPLETE. SAVE AND PROTECT FOR REUSE. 4C. MODIFY EXISTING EXTERIOR SLATE WINDOW SILL FOR NEW WINDOW OPENING. DIVISION i DEMOLITION - WOOD 1 PLASTICS 6A. REMOVE EXISTING SOLID SURFACE WINDOW STOOL. SAVE AND PROTECT FOR REUSE. 68. REMOVE EXISTING CHAIR RAIL, COORDINATE WI7H ARCHITECTURAL DRAWINGS. SAVE AND PROTECT FOR REUSE. DIVISION 7 DEMOLITION - THERMAL 1 MOISTURE PROTECTION GENERAL NOTE : DEMOLITION WORK WITHIN T14I6 GROUP SHALL BE AS REQUIRED FOR COMPLETION OF SCOPE OF WORK AS DETERMINED BY CONSTRUCTION MANAGER DIVISION 8 DO10.1TICN - OPENINGS / DOORS 1 WINDOWS SA, CONTRACTOR TO OUT OPENING IN EXTERIOR WALL FOR NEW CONNECTING CORRIDOR. REMOVE WALLBOARD AND STUD FRAMING AS RI COORDINATE SIZE AND LOCATION WITH ARCHITECTURAL FLOOR PLANS. 65. REMOVE EXISTING EXTERIOR WINDOW AND FRAME, INCLUDING ALL HARDWARE, FASTENERS, AND ACCESSORIES. 6C. REMOVE EXISTING EXTERIOR WINDOW BILL COMPLETE. SAVE AND PROTECT FOR REUSE. DEMO LEGEND f-- - - - - -I ITEMS / STRUCTURE INTENDED TO BE DEMOLISHED J AND REMOVED, I.E.; HALLS, CEILINGS, FLOORING, DOORS, FRAMES, BORROWED LITES, PLUMBING FIXTURES, LIGHT FIXTURES, ETC., SEE NOTES FOR SALVAGE y RE -USE INSTRUCTIONS ODEMOLITION NOTE REFERENCE TAG KEYED EY CSI MASTERFORMAT DIVISION CONTRACTOR SHALL PROVIDE DUST TIGHT ENCLOSURE AND NEGATIVE AIR FOR DURATION OF CONSTRUCTION IN THIS AREA. PHASE 2 - ALTERNATE ON - DEMO PLAN .I *E,/ C?2� E'D UNIT I ♦♦ :i /l" ,R •♦ I wORiCR'001)1 WOI[61PF•1G� CDRA,� A_Lli ♦♦ _ ♦ I W r-- ----, L------j ♦ OFFICE ,R. ♦I ♦ C f7'S I'L (CORRIDOR \ Ly III "♦ e A-I.li ♦ �F \ � 7 ♦ ♦ bb � ICE I A--; Tr SNA D OPPI E I W 5 JAL K I T7-� I I I MANAGER cisLL 1 Av, �fORAG i i C ) i I I I .____ __ -___ , ® � iW1 _ S'-i" K'-i' 15, 6.3 6.5 6.9 7 ALTCRNATE(S) IN / 62 ARCHITECTURAL LIMITS 4 PHASE 2 - ALTERNATE #2 - FIT -UP PLAN .1 LAB 11T -J& -Lu L-ALTEIeNATE(S) 1R < 62 .JOINT A ARCHITECTURAL LIMITS ♦♦ by FF ♦ PHASE 2 -ALTERNATE OI NOTES: i.9 6.5 i.9 O 1 1 • INSTALL ROUGH FRAMING COMPLETE FOR FUTURE DOOR(S) 1174 1 M75. PROVIDE FOR INFILL FRAMING, INSULATION 1 G.W.B. (TAPED 1 PRIMED) 0 DOOR LOCATIONS. • INSTALL ALL MECHANICAL 1 ELECTRICAL ROUGH -IN COMPLETE FOR FUTURE OFFICE 6174, 6175, IN76 1 4177 FIT -UP, INCLUDING TEMPORARY SHELL SPACE LIGHTING. SEE M.C.P. DRAWINGS. • INSTALL SCHEDULED INSULATION / %' TYPE X G.W.B. (TAPED 1 PRIMED) 0 SHELL SPACE PERIMETER WALLS COMPLETE. r;Nd�IASE 2 - ALTERNATEHELL MI - SSPACE PLAN vuM . I (77 LED UNITCArw \ / WAITING y �,g1Tl nlue tney _ /-\ ON it `-ALTERNATE(6) 61 / 92 ARCHITECTURAL LIMITS PHASE 2 - ALTERNATE 02 - REFLECTED CEILING PLAN 7 7A 7.5 / AA •14 / -� - ti `A � - I I r L__L_-_ RV I R.D. 7r1 I} I I I itI I PREI FIN/ E L COPING / DR CD OVER FRT WOOD ROOF EDGE BLOCKIN N (M) B I I FF LIL I I I I by I a.-- I I PRASE 2 - ALTERNATE * I SCOPE OF WORK• WADED AREA INDICATES EXPANSION OP EXISTING BUILDING •+WE' L AND ROOF CONSTRUCTION • MECHANICALLY FASTENED 60 MIL REINFORCED THERMOPLASTIC POLYOLEFIN ROOF MEMBRANE. • 6" R-40 RIGID POLY150CYANURATE ROOF INSULATION BOARD ON METAL ROOF DECK. • 1-1/2' STEEL ROOF DECKING. • STEEL BAR JOIST ROOF FRAMING. SEE STRUCTURAL DRAWINGS FOR SIZING 6 SPACING. %\PWASE 4 - ALTERNATE 661 - RME RI AM EXISTING BLDG. NEW CONSTRUCTION , TOP OF PARAPET - ALT. XI I14'-II I� 14, EXTERIOR WALL INFILL- 1 AT DEMOLISHED - WINDOW LOCATION. MATCH ADJACENT BRICK TYPE, COLOR AND COURSING. ,. I I I STOP OF FOOTING PHASE 2 - ALT.i12 DEMO ELEVATION %\PHA! 2 - ALT.6t2 SOUTH ELEVATION EXISTING BLDG, CONTROL PRE -PRIMED BREAK CQNTROLI JOINT METAL COPING I ICU I WINDOW I TOP OF FOOTING _ SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL CONCRETE FOUNDATION WORK � P;WV fU 2 - ALT.112 WEST ELEVATION `JI/1' w pO ISSUED FOR CONSTRUCTION 1/15/15 KEY PLAN �gEc doh vGp°'�pF k Oqd/fF` • *}gym C� db�OF VERtt• University ofVermont MEDICAL CENTER III 11 N ' ROJE 11'I lMf 41 ' TF " UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy Ddve, South Surlingb , VT Joseph Architects 25 Croa a road Waterbury, Vamor4 05676 802.244.5220 Faa 802-800-1010 Jo9�J- PhArchlfe—Cow PHASE 2 - ALTERNATE(S) #1 & #2 PLANS iC- Iron 11 zl,ut A-1.16 I Ia 1+ LI ---------------------1_— — �� A81� I EXTERIOR ELEVATION -EAST TOP OF PARAPET PRE -PRIMED BREAK -O B/4-0 9/4 METAL COPING TDP OF PARAPET TOP a sreeL - 4' FACE BRICK �.. ! .. SOLDIER COARSE I 2,1 A17.n THERMALLY BROKEN j I _ ALUMINUM WIN7ND0W SYSTEM TOP OF SLAB - — SEE STRUCTURAL DRAWINGS POR ALL I I r i I STRUC11/RAL CONCRETE � rI I II FOUNDATION WORK i STOP OF FOOTING I �1rPNASE I EXTERIOR ELEVATION —EAST ISSUED FOR CONSTRUCTION 1/15/15 EWE- CONS��CT'ION IXISTING BLDGIXISTING BLDG, j ---------1 I KEY PLAN ' ' yEP Argo I t;� �pM E. ORNij. ape*sk♦F�, F� T # .9�4b+2 q4 Oah. tlF VET PRE -PRIMED BREAK EW CONSTRUCT!EXISTING BLOG. METAL DOPING TOP OF PARAPET Universit TCP OF STEEL ; — _ — � f V E I�I.t�OI�:l n4-D --- MEDICAL CENTER 4" FACE BRICK NAMF. AIr F.:'F , UNIVERSITY OF VERMONT SOLDIER ceussE 0 ; , !j MEDICAL CENTER DIALYSIS TMMALLY BROKEN !- SOUTH BURLINGTON ALUMINUM WINDOW (r / i !; SYSTEM 35 Joy Dive. S-1, Burbn9ton, VT D Joseph Architects 2 5 C r o s a r o e r WMerbury, V05876 Tel. 802-244. 5220 ,�,�TOP OF SLAB - - �% '/ Fax 802-006-1010 w J.aj .ephA.rchttecia— Y- SEE STRUCTURAL DRMWA FOR ALL PHASE 1 STRUCTURAL CONCRETE EXTERIOR ELEVATIONS FOUNDATION WORK ! I I $TOP OF FOOTING ��PHASE I EXTERIOR ELEVATI ION - EAST RETURN A-2.10 10 A-9.II 11J--- �- t•I-IA8E I EXTERIOR !<LL'VATION - SOUTN 6I 62 LA 6R 7 7.4 7.6 0 e.a e.7 R EXIST B.-I. iOP OF PARAPET BLDG�collsTRUCTION I ERV-I I PRE -PRIMED BR /�/pp BB CC IK_-0 e/4 _ --- _---FI _ I METAL COP I I CONTROy I rm �. T I O TOP OF FOOTING '- PHASE 1 EXTERIOR ELEVATION - SOUTH 20'-7 3/4' EXISTING SLDG. NEW CONSTRUCTION B(ISTING BLDG. OR WALL INFILL AT SHED WINDOW ON. MATCH `.NT BRICK TYPE, AND COURSING. I.� 2, EXISTING SLATE SILL AT NEW WINDOW. EXISTING WINDOW SILL ATION DETAILS, ISSUED FOR CONSTRUCTION 1/15/15 U 9.1 KEY PLAN IT �SE,i3 ARchy t G OF VER�c University-Nermont MEDICAL CENTER UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy D ve Sau:h 3url'ngtcn W Joseph Architects 2 5 C r o a s r o a 0 Wffierbury, Vermont 05676 Tel. 802-241-5220 Fax 802-806-1010 Joe*JosephAroh teas. w, PHASE 1 EXTERIOR ELEVATIONS ae sirR FIP,5'.: A-2.11 o ~ ------------------- ---------------------_--__----__---. ` / EXISTING BLDG, I CONSTRUCTION PRE -PRIMED BREAK RAPET CONTROL "'"TRD' STEEL ^"momms ALUMINUM WINDOW 4' FACE BRICK - T14ERMALLY BROKEN SEE STRUCTURAL ! ��"� TOP OF FOOTING � � ISSUED FOR CONSTRUCTION 1/15/15 `Z4 KEY PLAN girt E. q opvf MEDICAL CENTER UNIVERSITY OFVERmowT MEDICAL CENTER DIALYSIS aouT*aumumoTom Joseph Architects PHASE 1 EXTERIOR ELEVATIONS c 11 TOP OF PARAPET 116'-0 9/q° TOP OF PARAPET -II I/4 TOP OF STEEL 4' FACE BRICK 5OLDIER COURSE I.I 7, THERMALLY BROKEI ALUMINLM WINDOW SYSTEM 70P OF 5LA5 SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL CONCR FOUNDATION WORK j�TOP OF FOOTING 4. 1PHASE 1 EXTERIOR ELEVATION - NORTH 4.1I/4 14 1111110110-1 NUNN•,. �...� Pmmomium �11 �_ ... PHASE 1 EXTERIOR ELEVATION - NORTH F EXISTING SETOND ISSUED FOR CONSTRUCTION 1/15/15 w UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy Drive, South Burlington, VT Joseph Architects 2 5 C r o a a r o a d Waterbury, Vertu 05676 - Tel. 802-244-5220 Fax 802-806-1010 JoaQJoaephArG'Ilte0ta. r, PHASE 1 EXTERIOR ELEVATIONS A-2.13 SOUTHWEST BUILDING ELEVATION VIEW - PHASE 2 CPOUTHEAST BUILDING ELEVATION VIEW - PHASE 2 .S.flEAIT BUILDING SOUTH BUILIDING ELEVATION VIEW -PHASE 2 ISSUED FOR SITE PLAN REVIEW ONLY 1/7/15 IHF University- Vermont MEDICAL CENTER UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy DrW,, South Bur&Vm, Vr Joseph Architects 25 C r a * s r o a d W.M,b.ry. V.—rd 05676 T:1. :02-244-5220 Fax 02-806-1010 Jw*Jc—phkchkects— EXTERIOR BUILDING ELEVATION VIEWS PHASE2 T.- A-2.14 C f In RON fow 3 PIN N/F RICE MEMORIAL NICN SCHOOL J•A80HE rRaaE PARC&I lJ90-00099 PA1N7E9 RED RESIDENTIAL R-4 ZONING DISTRICT -- — - r3 ' AWAMM Qt. P� COMMERCIAL 1-RESIDEAITiICL 15 ZONING DISTRICT — — w,avuMEAr (rounm� _ _/ AND r - - .- P)MV&9 RFO _ Q ` -1000- _ - \ ` \\ \-- - `may i �1002 L RY.- `9.97 erwmsrER - - nE- - _ s9sz� _.. -- 1� _. _ - L I - - AREIE LIT AEDWES La eB4.4➢ / ,• •� �I ELECTRICAL TRICAL «'G4ff CONDJIT \ � Q' DEARER ,. AND PAD _....� r-C - U -..�. t - UE -- LIE- ....... __.._..-.,_UE------. Y_. _ ._. - 100' SY. \ - EX L4WAC PE SIAAD f N/F BURLMFCTON INS , TENNIS CENTR PARCEL/ 06?�-00080 y. - YYllf4 J a . 99ds / / -1002 \ 11 . I«III \ -rna 3 -.. I. o� EX coNc' I i D.. �%ERRY I I I I EX. BUILDING SIDEWALK EX PAVED \ b I I 1 I 1 I i PANKNG AREA 998.511F. , VIA 9y8J 14 EX C8& - I 6 __-I ix cavo E7F TO. 9YZ46 b ewe X .4 1 I IN 99M80 Ne I � I -'--9..93- LIL I 53.'6 «G1RaEN IX. (IUILDMG - -992 1 II Sys ARfA 997.er 11 ` - GlFJPRYI bN . ITdEF1PY 4 ,� ! 9973(H r ( ! 1 1 I i g / 1 N/F P21AG4LU J t! PARCEL/0940-00055 / �(' `°e.,,�o- .. .,,�•, ~ AMPLE R ��, �i•,�y.H9L77 OI7.R1 « A9L4A'99. I /' ; \•� :.:1 •. \ \ \ ` 1 S7 Ax asaAPs \.� \\ ,,,/ b - - r/ 7a5 \11 1Irv,'NORARY �y �•�\4� fX. CAYRRY a pWJNY `\\ \S \\ �� ,`~~�~�h\ \\\ q.,,JAY. NAAROS S U I I \• A\ t.sWLavplRp �� I P I \\.-., 7003 $I `\ �� PossIRLE ELECTRICAL coFLDUD r': i i 1" 00 \\ 1 (Nor CONFIRMED) i \\ r 2 s \` EX. Na?wy \\\ ++.42 \AL 1007 i 99Q74 1000 ys5.4r ` 1 Sr\ \, \s.\4 0 . - \. , \ `�` ..,, Dr.RGRINYr7 'r �.� A f \\ IX L4 \'•999 AMPLE IX Y S \ X. � \ \ 3 \ ar AV '\ wK w Mw �'` .cs .. « iREF �h \ GENERAL NOTES ' \ ray9zm s �* �.. 99szsy 5/ we w s88.66 + rTa N6. FZ IVY. IX/7 P865I \ _ S / - ;w. _. 995. NY. ky Off X2. 1. OF BRI TOL IIIIN PIANNETRIC DATA FROM $UNARY PERFORMED R! IAROSE SURVEYS, P.C. \ f \ i �> L.-••I . OF HRISIq, Yf IN SEPIENBEA, 20H. BENCHMARK: xuxxx FY19H QU! � 2. THE TAX PARCEL OF THE PROPERTY 6 0910-DDD35AND THE IDfATION IS 35 JOY DRIVE, AM1. N W7.73 \'•"(--- SDUM SURINCION. VT. PROPERTY OW ERIAPRXIM INFORMATION IS: AV. aW W-W \* I 41 S' .002 111UNICOTIY ST `R MEDICAL DENIER \ \ \ I S IOU! FM7 ,�^.� 11w N 01.78 ..- 111 CGTON, VT AVE.N'E wP. 6Vr7 WDLWI IMLINCION. VT 05/01 \ ` , FAX: S 7. THE PROPERTY LlIES, EASEMENTS AND OTHER REAL PROPERTY DESCRIPOONS PROVIDED IN THIS PLAN ARE FOR 1HE USE OF THE CITY OF SOUTH BURLINCiON AND FOR LOCAL PERYIRINC ONLY. THEY DD NOT DEENE IECAL RIGHTS OR MEET LEGAL N/F MT A/ANSfIECD N INC. REOUIRFMENIS FOR A LOUD SURVEY AS DESCRBEO IN VT, AND SFWl NOT BE USED A ELL OF A SURVEY AS THE 81t15 OF ANY LOUD TRANSFER OR ESTABl15HYENT OF PARCRI 0940-000JO AN7 PROPERTY RIGHT. 4. UTILRIFS SHOWN DO NOT PURPORT 70 CONSUME OR REPRESENT ALL LIMM LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES EXOSTING ML11Y LOCATIONS ARE SITE SOILS ~ APPROXIMATE ONLY. THE CONDUCTOR %KL EIEU VTRIY ALL UOL11Y CONFLICTS. ALL DISCREPANCIES SWIl BE REPORTED TO THE ARCHITECT OWNER. AND ENGUEEA. THE— COIORACTOR SRVL CONTACT NG SAFE A MINIMUM OF 48 HOURS PRIOR TO ANY wNSTRLW.Tnx. SYMBOLDESCRI HYDROLCGICSONQRDLF NAF LLIND FAMILY CEWER LNG 5. CONTPALTOR SHVL FIELD VERITY DIMENSIONS OF RUSTING BUILDING AND CONTACT Ado ROAMS AND WNDSOR LOAMY SANDS, p ARCHYTELT AND CIVIL ENGNEFR OF ANY DISCREPANCIES. 0% TO 5% SLOPE % PARCR 0940-00050 OVERALL SITE LOCATION 6 �I SCALE: 1" = 500' W LEGEND EXISTING FEANRES o C/o CLEAN OUT { (5j SANITARY MANHOLE 1 0 ® CATCH BASIN ® STORM MANHOLE pd TAPPING SLEEVE AND VALVE 1 D4 GATE VALVE HYDRANT iE9 WATER SHUT OFF A LW POLE FI {f UTILITY POWER POLE SOIL TEST PR LOCATION -P- SIGN + 100.00 SPOT ELEVATION A-17 TREE TREEUNE _. -X ---- FENCE CONTOUR - - PROPERTY LINE - - --- ADJOINING PROPERTY LINE EDGE OF PAVEMENT ------ —S _—.-- SANITARY SEVER LINE -I------- ST ----- SIORM LANE W--_ WATER LINE UE—_....-. UNDERGROUND ELECTRIC OVERHEAD ELECTRIC -----UT-- UNDERGROUND TELEPHONE ---G - GAS LINE SETBACK GRAPHIC SCALE IN FEET ) 1 inch — 20 3L c•E No. 9O10 y_ .'p,Nuwu��',.• ENGINEERING VENTURES PE 206FIy., A.,., Suga 2A RMingW, VrO54M *. BD2JM3.622S • fax 002.0636306 65 Matan[Strett Sulk 350A, Lelmwn, RH 93766 ref 603.442.9333• fax 603.6428331 __ www.en I.Mr tenmrexxwn Issued for Construction January 15,2015 UniversityotVermont MEDICAL CENTER REVISgN PROJECT NAME AND ADDRESS UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 36 Joy Drive. South Burlin8lon, Vi Joseph Architects 25 Croa a road Waleri ury, Ve-1, 05678 Tel. 802-244-5220 Fax 802-SOB-7010 Jxxe�.loaephArchhxi.— DRAWING NAME. Existing Conditions Plan 11aMRIT — C1.0 RAON PIN FOUND J/4 / J'ABOVE GRADE PA#M RED N/F RICE MEMORIAL HIGH SCHOOL PARCEL/ 1390-00099 RELOCATE EXISTING GUMPSIERS, r a, COMOS917 PAD AND C LD? IF NECESSARY, FOR CONSTRUCTION OF DUMPSTER //7001 r... �/ ENCLOSURE (SEE SHEET C12) ' 650, .7 EXISTING MIDDLE CEDAR HEDGE NO '' J , a ,�:, TO BE REMOVED. THE CEDAR HEDGES ON THE OUTSIDE SHALL BE SAVED AND PROTECTED IN ` LOCATIONS aE� POSSIBLE -(SEE s"" r- SH (SEE SHEET W _..-._ IX 1n'._CONCRE7E (L L-_, AREA �'""- ��J IY DOOff >. - I EX. CONCRETE PAD _ _ / A: CENE)IMRAR AND 1RAASFORMER - N/F RURIMTON INDOOR TENNIS CENTER PARCELI 0670-00080 \ I I y EX. CONC. EX.. BUILDING SIOEWILK droARr 1 Q: CONCRETE ` 7A (10 REMAIN) y �� Aw N 99MA7 EXISTING SIDEWALK A:OurAaau � vn r ANDWRONG TO---- --?---- BE REMOVED 9, \T �"'<�! AREAG4ROfN l� 95ll99 _ '�L� ;> s�J4 _ / �l J 991 Ex CHEW '., A � (PROTECT N PLACE) \ ..,. E1. CHERRY \, r� (PROTECT N PLACE) � ' '✓ i O) \\, 1,", , PROTECT IN PLACE f,yvti'EK NORWAv ,raa• Q`,�97rzDr. Sw - CHERRY f F. K �\\ RAr RA7.61 EA: (lO BE IEMOVED) -- i.. Aw Av 99r.n02 (TO BROAM) " S '"ate "•.,,, f L BIAPIE �p, �.d` (PR0IECT IN rr9 41 `\ \`"`g »\, ^•. `"�" PUCE) y Q FW! MJT;a Wr S. BIRCH (PROTECT IN PLACE) A",-' fJG NORW,IN N PUCE) DEMOLITION NOTES \oy� .rt� r £` EX 1. NO DEMOLITION SHALL COMMENCE UNTIL THE SITE IS PROPERLY PREPARED FOR CONSTRUCTION AS INDICATED ON THE EROSION PREVTNTION AND SEDIMENT CONTROL PUN (SEE ABET 1.4). 2. ALL DEMOLITION ITEMS FROM THE DEMOUBON, UNLESS NOTED BY THE OWNER TO BE STORED OR REUSED SHALL BECOME Tr 992.60 TRA THE PROPERTY OF THE CONCTOR, UNLESS OTHERWISE NOTED, AND SHALL BE PROMPTLY REMOVED FROM THE SITE "-�5''j,. "'` M M D9a60 (6) EXCESS OR UNSUITABLE SOIL AWL BE REMOVED FROM THE SITE ARCHITECT TO PROMDE LIST FOR OWNER'S REMLN FOR y,"•v.. MV. M M40 (3) SALVAGED EOUPIENT ETC. FOR OYINER TO RIDXNM. "`..� AN. CAW 09.40 '"•-.�,..•, � J. ALL ADJACENT FACJUTES AND STRUCTURES NOT INDICATED AS INCLUDE) IN THE SCOPE OF WORK AWL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY REPAIRING OR REPLACING ALL \ BA! 986.66 ADJACENT FACILITIES OR STRUCTURES DAMAGED DURING CONSTRUCTION TO PRE-CGNSIRUCIION CONDITION OR BETTER. 9r✓ our99asr ` ---- 4. THE ------ PROCEDURES. OL SHALL TARE ALL ON OF CONS NECESSARY N PARADE A SAE WORN AREA NOT ONLY DURING OElAOUIION --\ PROCEDURE, BUT FOR THE DURATION OF CONSTRUCTOR. EX $AN 1NV 99143 S. DEMOLITION, EXCAVATE ANY UNDERGROUND UIIIIIFS. NOTIFY THE OWNER F ANY OTHER MLRIES NOT AN Ay 9r.7J NOTE O NOTED ON THE DRAWINGSS ARE RE FOUND. AN.OUT 967.ST \ 6. CURE SHALL BE TAKEN NOT TO DAMAGE OR DISTURB Off TREES AND SITE UGHTING NOT INDICATED FOR REMOVAL DURING 1 CONSIRUCIM. ROOTS EXPOSED BY EXCAVATION ARE TO BE NEATLY PRUNED. \ 7. SEED AND MULCH ALL RESULTING DISTURBED AREAS IN ACCORDANCE WITH THE EROSION PREVENTION AND SEDIMENT CONTROL PLAN WHERE NO WORK IS ANTICIPATED WITHIN 48 HOURS. 8. REFER TO DEMOLITION PLANS WITHIN ARCHITECTURAL, MEP AND STRUCTURAL DESIGN DRAYANCS FOR ADDITIONAL WORK ITEMS. CONTRACTOR SHALL COORDINATE PRASING AND DEMOLITION OF THOSE ITEMS WITH OTHER TRADES. N/F MT MANSRELD TY IOC. 9. THE CONTRACTOR MAY NOT HAVE ACCESS TO PERFORM WORK ON THE ENTIRE SITE AT ALL TIMES. THE CONTRACTOR SHALL PARCEL) 0940-00030 COORDIINTE WITH THE OWNER PRIOR TO BEGINNING WORK IN ANY AREAL 10, ALL DEMOLISHED W MATERIALS AL BE DISPOSED OF IN ACCORDANCE WITH A WASTE MANAGEMENT PLAN DEVELOPED BY THE CONTACTOR FOR THIS PROJECT, 11, UNDERGROUND UTILITIES DEPICTED HEREON HAVE BEEN LOCATED FROM HELD LOCATION NO RECORD DATA EXACT LOCATIONS WIIDIIIF Y DEFER FROM THAT AS SHOWN, AND ADDINAL SUB -SURFACE AND SURFACE JTFS AND STRUCTURES MAY EXIST. THE CONTRACTOR IS TO PROCEED WITH CARE N EKECUTNG ANY WORK. NO EXCAVATION WORK S TO BE UNDERTAKEN WITHOUT A VALID DIG -SAFE TICKET IN HAND. 12. AFTER AN INITIAL 14 DAY PERIOD OF MALL DISTURBANCE, ALL RESULTING UNVEGETATED AREAS WHERE NO WORK S SEEDED AND ANBCIPATED WENN 24 HOURS SHAD. BE S MULCHED. EX. PAPER PARKINC AREA -PRUNE ROOTS OF TREES -TO-REMAINI WHERE EXPOSED BY EXCAVATION FASTING TREES TO BE REMOVED __1n_— Cox.. (FD IND) 100.5 / / / iC)o2 LNG LIGHT 'E PRIMARY ELECTRICAL CONDUIT I� br„ r EXISTING STRIPING TO BE PNMED OVER (TYP). PAVEMENT TO BE RE -STRIPED (SEE SHEET CL2) AVEMi O /I SY. f -EX CHERRY-) EX. CHERRY -1 (TO BE REMOVED) (PROTECT IN PLACE) REMOVE EKISTING SANITARY SEWER UNDER NEW BUILDING AND REPLACE WITH CAST NON PIPE. COORDINATE WITH MEP PLANS �� POSSIBLE ELECTRICAL CONDUIT (NOT CONFIRMED) 41 'WAY? ",j.r� AND SIGN j 99Z9r r54 a NO Ray ! » II PLACE) TREE IN 'LACE) f)r)b TO. 995.78 997.01Et CB16 NV WrZIItS g s. IXISTVIG UAADEN AND SIGN TO BE \ ~" RELOCATED N/F LUND FAWLY CENTER INC. \ PARCEL/ 0940-00050 1001 1002 LX. BUILDING N/F PIZZA GAIU PROPERTIES LLC PARCEL/ 0940-00055 1003 94P f ;1 02 1000 fX. NORWAY APIPLE 'S.D T.G.Et 2 AVK N 992..17 AN. PUT 992.22 LEGEND EXISTING FEATURES oC/O CLEAN OUT MANHOLE QD UD CATCH BASIN dFi STORM MANHOLE TAPPING SLEEVE AND VALVE CULVERT t'C0 FLARED END SECTION CATE VALVE HYDRANT WATER SHUT OFF WELL d LIGHT POLE &0 UTILITY POWER POLE ' SOIL BORING TEST PIT - SIGN "E 10.00 SPOT ELEVATION ... TREE �•'s"�"'�^-�' ^^,.... TREELJNE ----- _ FENCE CONTOUR .. — SWALE - - PROPERTY UNE EDGE OF PAVEMENT ..-_.._„_..._ .. S ..__,_.___ SANITARY SEWER UNE ST ___.___.... STORM UNE --- W---------- WATER UNE - -- UE--- -- UNDERGROUND ELECTRIC OVERHEAD ELECTRIC ------ 'UT --- UNDERGROUND TELEPHONE G ._.. GAS UNE UNDER DRAIN RIGHT-OF-WAY UNE — SETBACK WD" Na GDid �bNMis.+gym,. ENGINEERING VENTURES PE 208 Flynn A—u, Su8e2A Burlington, Vr05AN 9d. 802.863.6225• fax 1102.86316306 BS Medan Streel, Suite 350A, Lebanon, NH 03766 tel 6M.442.9333. 6r 603.AA2.9331 ewa.eiAlrieerMpventurcxrom Issued for Construction January 15, 2015 uI, Lhiiversit ,,Vermont MEDICAL CENTER PREVISION EXISTING IMPERVIOUS ?/ZLLLG� PROJECT NAME AND ADDRESS SURFACE TO BE REMOVED UNIVERSITY OF VERMONT EXISTING UmRY UNE TO BE ABANDONED OR MEDICAL CENTER DIALYSIS REMOVED SOUTH BURLINGTON C D D 4 NOV PW fum N/F RICE MEMOR14L HIGH SCHOOL 3/49 3'ABOIE GIME PARCEL,/ IJ90-00099 FAINU REV RESIDENTIAL R-4 ZONING DISTRICT COMMERC'AL I -RESIDENTIAL 15 PROPOSED TREELNE FOR NEW/RELOCATED SCREENING EX. CONCRETE PAO� AND CAW(LER ZONING DISTRICT 650' It K PITOP. caNc. : / 9Dflllx EX. CENERIlO l0.0' S Y. BURUNGTON INDOOR I c S CENTER a/ 0670-00080 A: C1iERRY I U A: CIDNLWEIE CG 1 PAD LOGIIDALS IX LOADING AREA UfT A: CAM MVSF E PAO - I1 U. L iWWE ISLAND 90 fl0' flo' fl7 �) Lx cavc. SIDEWALK b, E!. BUILDING EX. PAVED x PARKING AREA NW AM SlAfm A: CNEARY ` CHD;RV- IX GffRRY P1tOPOSED SHALLOW I I RAC NE \ �. `h \ U g I 1RAION 6A91 i (SEE SHEET 1.7.1) EX.NORWiIY I PROPOSED 5,065-SF 'Fy°, .,°,"�. �,.t '�., �`'.•�,� �' BUILDING ADDITION F.F. (TO MATCH EXIST F.F.) A: ADRN'AY MA � B wfNlE diKYI 22.5' • 9 O9 R IS O 8.0' BO' • POMEMENT "WIND s.IT t, `�--- sk I I I I PROP. CONC. SDEWNIE Is Dr. NORWAY URE \ \/bil OIL Ay MFFT BICD M/C6 PARKING CALCULATION EXISTING BUILDING; 8,410 SF PROPOSED BUILDING ADDITIONS; 5,534 SF \ TOTAL BUILDING, WITH PH2; 13,944 SF TOTAL REO'D PARKING SPACES PHASE 1 BUILDOUT: (5 SPACES/ 1,000 SF) x 13.475 SF = 67.3 => 68 SPACES PHASE 2 BUILDOUT: (5 SPACES/ 1.000 SF) x 13,944 SF = 69.7 => 70 SPACES EXISTING PARKING LAYOUT (SEE SHEET C1.0): 51 TOTAL SPACES N/F MT 94NSFLELD IV INC. PROPOSED PARKING LAYOUT (PHASE 1 & PHASE 2): 61 TOTAL SPACES PARCEL/ 0940-000JO BNBD WILL SEE 1 EUDAMONS N SHEET C2.0 CONC. MONUMENT (10UND) -{ 9.0' PROPOSED SNOW STORAGE AREAS I I I I I I I I � 1o2g„ I 103Tt 9' I ' L IX cnr:RRv PIDPC®BI�IE7D51Q1 IIW11 AEX. NORWAY PROP Am so I / / N/F LUND FAMILY CLWTER INC. PARCEL/ 0940-00050 I EX, G41£ EX. BUILDING N/F PIZZAGALU PROP£RAES LLC PARCEL/ 0940-00055 `0I ZONING TABULATION ZONING DISTRICT: COMMERCIAL 1- RESIDENTIAL 15 MIN LOT SIZE 4,000 SF 87,923 SF (2.016 AC) 87,923 SF (2.016 AC.) MAX BUILDING COVERAGE 442% 9.57% (8,410 SF) PHASE I: 15.33% (13,475 SF) PHASE 2- 15.86% (13.944 SF) MAX IMPERVIOUS COVERAGE 70% 42.52% (37,383 SF) 50.79% (44.660 SF) MIN. FROM YARD SETBACK 30.0' 52.2' 30.1' MIN. SIDE YARD SETBACK 10.0' 53.6' 53.6' MIN. REAR YARD SETBACK 65.0'A 85.7' 65.7' MAX. BUILDING HEX2TT ACCESSORY 15.0' N/A N/A PRINCIPAL (FLAT) 35.0' 12.0'+/- 20.34'+/- PRINCIPAL (P(fCHED) 40.0' N/A N/A e REAR SETBACK INCREASED FROM 30' TO 65' DUE TO REQUIREMENTS SET FORTH N SECTION 3.06.1.(1) k (2) WAIVERS REQUESTED SECTOR 3.06.1.(21 WAVER REQUESTED FOR 14.1' BUFFER INSTEAD OF REQUIRED 15' BUFFER BETWEEN RESIDENTIAL AND NON-RESDIENIAL USES AND TO AllDW A RETAINING WALL 14.1' INSTEAD OF 65'. SECTDN 1301 Nf21 WAIVER REQUESTED FOR 61 SPACES INSTEAD OF REQUIRED 68 SPACES (PHASE 1): 10.3% REQUE WAIVER REQUESTED FOR 61 SPACES INSTEAD OF REQUIRED 10 SPACES (STED PHASE 2): 12.9% REQUESTED SEE 2014 UVWMC PARKING ALIYLSIS. LEGEND EXISTING FEATURES PROPOSED FEATURES G MANHOLE O C/O CLEAN OUT o C/0 Its CATCH BASIN/ YARD DRAM STDRM MANHOLE WATER VALVE HYDRANT ii WATER SHUT OFF Yf ❑ STONE MONUMENT # LICIfT POLE # 00 UTILITY POWER POLE n, TREE -�-- SIGN 1005 SPOT ELEVATION +1DO.5 - PROPERTY LINE - - - -- -- ADJOINING PROPERTY UNE - - - - ___._ . __-_. _....... EDGE OF PAVEMENT CONCRETE CURB SURFACES/PROPOSED LEGEND PROPOSED PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED BUILDING F -----, PROPOSED SNOW STORAGE AREAS —1 GRAPHIC SCALE m a to IN 1 inoh 7 80 ({, -7ENGINEERING -VENTURES PC 20B Hynn MeZ, Sude 2A Bury6 lim, VT OS401 WI.802.863.6225 • fa B02M3M 05 Mahmc Streets Me 3501, Lebemn, NH M756 III .6M.4429333 • hi 603ad2 9331 exw.en911reeNnpeenw—am Issued for Construction January 15, 2015 University oVermont MEDICAL CENTER REVISION PROJECT NAME AND ADDRESS UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy OMe, Bouts Surhglon, VT Joseph Architects 25 Croe sr a Weter6ury, V.—t D5676 Tel. 802-244-5220 Fe• 802-806-1010 Joe48J-phArchReob.- -1 . Site Layout Plan Mom— aT.- C1.2 In it U BW 1006"5 aTR 10020 p'6 Ba IOOIA T9 I1001 aotlw i >xT (Dr. /GA7E LEGEND / -- `q ' EXISTING 7 FEATURES PROPOSED FEATURES COMPMEPAO LIE UE -—UE MAM30LE EAAAO ASRuR /0Q:C TTao•sr. JE0 C/o __ .. / OD CATCH BASIN YARD DRAIN N 19MINGTON INS TENNIS �/ // low-- - - - - l G 1 TENNIS CENTERII`r,_ STERN MANHOLE oARC 06-00080 V N WATER VALVE EX BUILDING 1 17.,. _. EX. PAVED I \� PI V�52' POST INDICATOR VALVE PTV® i i I Er CO1VC. SIDEWALK / HYDRANT FFE 999.4 +/- j / PARKING AREA / 'f1i WATER SHUT OFF ` 1 1 E1: CMC+4E7F ` IXEANDUTS ATFOOT MV N 1L CORNERS T NV OUI 99a46 x I ( _..�� OR AS SH06N ON THE PUN I I A, \ (SEE STRUCTURAL DOGS PROP. RNED k END SECTION J� P' FOUND N/F RICE MEMORIAL HICH SCHOOL J•ABOVE aMOE PARCEL{ 1390-00099 PNNILD RED \ TW NOOSE To -TW : W0030A.E- 10030 CONMV 1000.0 BM1001.04.x4' AD( COME PAD 6W 1 AND CN@LER � _ _.1001 . __ __..-.. _ _. _ _. _ _. _... EXPOSE EX. BURIED _1000 RAISE TD THE SURFACE a% 00no'ose MOD. -_._ .. — — lwsE ION 9 4• TO NDEVAT97N 994.72 9 N _ Rr _ NN _995- \ Ex Laum AREA L T � J fa ? �G1 q�43� I I } J I I/ ❑ STONE MONUMENT LIGHT POLE o { I I II 0 R IRILRY POWER POLE r TREE +99BA2 "' i I SIGN 992 \ 9989P _ Np7 PCM� i I j IX. BUILDING INS SPOT ELEVATION +100.5 I 1 ' 1 I \ \4,. [s , t I t I PROPERTY LINE `9911 1 \\ I-. ' '` \ ., \ I "' I R Be61XAnDRN N'r. B�9B8. S TOP AND PRE-TREATMENT+ANX / I �- I % , � .� �� ♦ �� \ \3 �,.. "/ / b OVER PFING E6O1I i _. TC W7E (SEE OETA1L5 ON SHEET R SIDE INLET QMa�TC 9%M { % 1 i t ! ...._...__,_.. ... ___. _.._.__.. RIGHT-OF-WAY UNE 997.7 •' ~\ \ �• \ '� PRDPOSEI)'SMUDW 1 I BUILDING m,aurE7u + 997.7 RC 997.76 / / I I CONTOUR 100 RN . 997.75 1 U - I r I ! N/F P1ZL1G4LG S SANITARY SEWER UNE S Al \ \ PROPERnEs uc � � P ,/ 0940-00055 sr STORM UNE ST I OF PROPOSED 5,OES-SF i �; .I aw s m. 605 Z41 p9 l l 6' WC 0 BUILDING ADDITION \ UF._ PERFORATED STORM LINE - ` 1.14% F.F- (N MATCH EXIST F.F.)"j \\ 121E OF 10'i-2" +K7a II FOUNDATION DRAM ry \\\\ ARCEL W. our \/ PAc Ar O.Smt _ �. � / I ` I TO E 91M `\ I w -------- WATER LINE w ---- Mlg GRATE ON DC JE UNDERGROUND ELECTRIC UE— tBj3 ro N7.75 WLI WDE n C / RAPED ro EISLIATa (4 i TNIC9) G N THE PADPOW / BpD I I I ! I OVERHEAD ELECTRIC aH NFlIiRAIIOg BISOURFT49R,\. W. �02 FWE I I .'1 I �I �4..`1 ' --.---UT_ -_ UNDERGROUND TELEPHONE—UT-- IN�� LG� 49730 \�OC7y _ 6W. N�.�o .70 \ \\�O� I (FOR w7 / I I ( I L \\\� f ) G GAS LINE G nl-RETEMnON-10C)? I+I I § I4 \ \ EDGE OF PAVEMENT 1001 Tsl s�9os4 `I \� •\ CONCRETE cuflB 4 m-A'ty; N. 9019 }„-. ar.runa«` 7 ENGINEERING VENTURES PD 200 Rynn Avenue, She 2A 9uliiplm, WOS101 mi. 902.363.6225 • hx 9D2.963.6306 05 Mach -Street, Sude 350A Uhmn, NH 03756 tel. 603.442.9333. fax 903.442.9331 www.erpinnr4q�nturer.mn Issued for Construction - January 15, 2015 1 \ -1 000 � '\\90 ISE I ` \ SURFACES/PROPOSED LEGEND •_�\ \4. r„ry DETA95 5 AND 0 \ \ PROPOSED PAVEMExr University ofVermont y\ NVWI9a5o(6) h °f �F"'- I q9° `\� \\ MEDICAL CENTER AV 6V 9IRa 0 \ 6w CY/f mR40 PNOP05tD CONCRETE SULWALI( REVISION eml 7G 997Jr \ PROPOSED 114 COLWEGn:Dm _' ,97'SS7 e Ex. CM7 `.. AW AV M66 { \ m ENSMG ,a,,�y�,' , iT->ay-.^�,•n $�� -. j ra 9967z NY. OY/f 96651 { 746J` _-NK 9DIA ) /� `\`�-995.6. .J 6N ONE 69272 PROPOSED BUILDING ' 1.M ' --___ J- PROJECT NAME AND ADDRESS -_- �r I " `t s f+ sr c UNIVERSITY OF VERMONT "" W 73 � ' MEDICAL CENTER DIALYSIS 6W. O1KW7'W ,, $..__ 997.OP .6. a f ._ i W. IV HL `"� - — STORMWATER DESIGN NOTE: SOUTH BURLINGTON """"'" - THE STORMWATER MANAGEMENT PLAN FOR THE 36 JOy OrWa, south Burlrelon, VT PROJECT HAS BEEN DESIGNED TO ACCOMMODATE Joseph Architects THE FULL BUILD -OUT IN PHASE 2. 2 5 C e o a a r o a d Waterbury. Vo—nt 05670 N/EMT Al4Nsf7£LD IV /NC. `� s� \ Tel. $02-244-5220 PARCEL,/ 0940-WOJO N/F LUAG FAWY CENTER INC. / PARCEL/ 0940-00050 Fen 602-506-1010 Ju&&. phAmMK*ct&. ORAWiNG NAME Grading, Utility, and GRAPHIC SCALE Stormwater Plan Ao m 1 Itmh - 20 ft. E ' 1 .3 4 IRON PoN FWND PROVIDE INLET PROTECTION ON N/F RICE MEMORIAL HICH SCHOOL J/4 % EXISTING CATCH BASH TO PREVENT PARCEL/ 1390-00099 J"ABOVE GRADE PAWED RED SEDIMENT FROM ENTERING STORM SEWER \! ATTEMPT TO SAVE EXISTING SRA EX. CONCRETE PAD TREES BY CONSTRUCTION WALK DAMS Elf�TIIW\ IN BETWEEN TREES. PROVIDE 1002�' AOIIAE4EbV (tyNl \\ AND CNW.CER TREE PROTECTION FENCING \ v A 1QOSY. /F BURL TON INDOOR I ENNIS CENIL•;R PARCEL 06N-00080 I � I , I i I t x RW.. W 990.&1 WV. OUT 99246 I yi L ...-Gt�f..._..,01 d 1 _.. EX. LOADING .... ARLA LYAT 75 , .:. J CYM'CRE7E EX COANCRET PAO _- fX. GENERATOR AND MANSFORMER )i y' i gM i° - ggLW f, ✓ITY�art— tl ti ,�°` 91EI5 � j.. A: Ct7NCRL7E I TREE £X. BUILDING 10D30 1000 —£X. CONC. SIDEWALK EX PAl7ED PARKING AREA z85i1 4_9 .499J P TO BE PROTECTED BY INSTRUCTION FENCING G PROPOSED 5,065-SF BUILDING AODMON 'r J F.F. (TO MATCH DEIST F.F.) \\ GENERAL EROSION CONTROL NOTES IUwos AT IAT EWY)SOPEE; \ OF AL1 WORN,AREAS s \ +„� 1. THE DIMIUMN CE UNITS INDRATED INCLUDE LESS THAN I AC OF SON. DISTURBANCE AREA WHICH IS BMW THE THRESHOLD FOR COVERAGE UNDER VERMONT CONSTRUCION GENIBUL PERMIT 3-911ID. THE CONTRACTOR MUST SOU. MEET TIRE YOW-NSA' a•4 REQUIREMENTS O THAT PERMIT. CHANGES TO THE BOWE O WORK DR PROCEDURES "ED ON THIS SHEET ARE TO E 0 �^~`" CLEARED WITH THE ENGINEER PRIOR 10 IMPLE)WATKN. 2. A PRE-CONSRRII MON MOTORS INCLUDING THE ON -SITE COORDINATOR (OSC), CONTRACTOR, SWIM BURUNGTaR PUBLIC WOWS OEPMTMENT. AND ENGINEER IS To BE SCHEDULED BY THE CONTRACTOR AT (FAST ONE WEEK P14OR TO THE PLANNED START OFG. CONSTRUCION. AT LEAST 72 HOURS OF NOTICE TO THE ABOE PARTIES 5 REQUIRED PRIOR TO TIC MEETING. i� l A COPY OF THE DU PPLAN. WITH ALL AMENDMENTS AND ASSOCIATED REPORTS, SHALL BE KEPT ON SITE DURING CONSTRUCTION, i `" \ INN, N 99950 (6) AND SHALL E NNE AVAILABLE O Nff40RED7 RF]'NESENTATNLS OF 111E CITY OF SOUTH BURUNGON UPON REOJEST. �. `\ ` WV. W 96140 (3) OUT 90..40 <4,•: 4. CISRFBANCE LIMITS VILE TO BE MARKED, AND THE FOLLOW MANAGEMENT PRACTICES NSTALID, PRIOR TO BEGINNING EARTH �WK MORN IN ANY GIVEN NFk SILT FENCE CONSTRUCTION ENWANCE TWEE PROTECTION CHECK DAMS, AND INLET PROTECTION. 5. ALL U 40SIOI CONTROL MMUF45 SHALL BE INSTALLED AND MAINTAINED N ACCORDANCE WITH THE 14AJONT HANDBOOK FOR SOIL EROSIJN TURD SEGMENT CONTROL ON CONSTRUCTION SITE.' THE VERMONT GENERAL PERMIT 3-9020 FOR SOWATER SIN. W 986. SIN OUf 986.51 RRDfF FROM CONSTRUCTION SITES AND SOUTH BNUNGTON UROINANCE E THE PERIOD BETWEEN OCTOBER 151H AND APRIL 1STH IS CONSIDERED THE `WINTER DONSRKICRON PERKN'. A PLAN FOR RANTER ONSRUCR011 MUST E DEVELOPED BY THE CONTRACTOR. AND SUBMITTED TO THE ENGINEER AND CITY AT LEAST 30 DAIS IN ADVANCE O PROPOSED FAWN DISTURBANCE WRING THIS PERIOD. NO SUCH DISNREMINE B TO OCCUR PRIOR M APPROVAL BY Ayy OUT THE ENGINEER AD SOUR BUR INGTON PUBLIC WORKS. SEE WNIFN CONSTRUCTIONLADIES fN SHEET R2 FOR ADDIT INIL REQUIREMENTS. T ALL WWRBEO ANDS ARE TO E STABILIZED (TEMPORARY OR FINAL) WIIN 7 DAIS OF INITIAL DISTURBANCE AFTER THIS TIME ANY DISTURBANCE WITHIN THIS WORK AREA MUST E STABILIZED AT THE END O EACH WORK DAY, WITH THE FOLLOWING EXCEPTIONS: s STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE N THE AREA WTHIN 24 HORS HARD NO PRECIPITATION 6 FORECAST _ DUMNC THAT PERIOD. b. WINK IS OCCURRING WITHIN A SELF-CONTAINED EXCAVATION. 2 FEET OR MORE N CFPIR N/F Ur WAISRELD TV INC. g. ALL DISTURBED AREAS ARE TO E PERMANENTLY STABRUED WITHN 48 HIM OF RIVAL GRADING PARCEL 0940-000JO 9. DAILY STABILIZATION MY E EDUIREO DURING THE WINTER PERIOD. 10. ALL STABILOATO INVOLVING SEFDNG 6 TO E COMPLETED BY SEPTEMBER 15TH. 11. THE CONROCIOR SRAL CLEAN Au EXISTING NUTS AND FLUSH THE DEW STORM SEWER SYSTEM AS NEEDED TO PREVENT DOOM PIPES FROM CLOGGING. 12. THE CONTRACTOR 6 RESPONSIBLE FOR DAILY INSPECTION OF THE ADLCENF ROADWAYS FOR Off -SE TWAXNG OF SOIL MATERIALS .NSRI SCI4 SOS, AND DEBRIS FOUND LEAVING THE SE AARETO BEREMAND (MEN FOUND) BY SEFF9O AT THE END OFEACH CD56 DAY. OR MORE FEQUEMLY WHEN NEEDED TD PREVENT IMPACTS 10 AUAACBNT ROWS AND SOENAUM TOTAL LIMIT 0 F 'a CONTACT THE CITY FOR INSPKIM ONCE FINAL N ONNCCE FIN/LSIABIDATFDN ). NE IN PUKE AND DISTURBANCE INLUM NNDIHCCER INSRECCIT HAS BEEN REAM KGETAIID AR WE 14. IF DEWATERNG IS REQUIRED FOR WNSNUOON, THE CONTRACTOR MUST UTILIZE SEGMENT TIB TER ADS (FUR ALIENATE APPROVED BY THE ENGINEER) TO PREVENT DISCHARGE O SMMEM4ADEN WATER OFF SITE Y; S 9975'} +99T7 l➢9&fI?9Y R' BC 9 PROWS ORANGE CONSTRUCTION FENCING ALONG LIMITS OF TREEZNE REMOVAL COAC. CONSTRUCTION PROYOE BARRIER 141111VA a EPSC NOTES & LEGEND -° QUSr SNV1 E CONTROLLED THROUGH APPLICATION OF WATER, AS REQUIRED TO PREVENT MIGRATION BEYOND THE PROJECT LIMITS. CONTROL OF OUST REMAINS AN ONGOING RESPONSIBILITY OF THE CONTRACTOR UNTIL THE SITE IS FULLY STABIUZED. I 'im ee THE ON -SITE COORDIHATOR (OSC) IS RESPONSIBLE FOR INSPECTION OF ALL EPSC MEASURES EVERY 7 DAYS AND AS SOON AS REASONABLY POSSIBLE DURING OR AFTER WEATHER RESULTING IN RUNOFF FROM THE: SITE FULL COMPLIANCE WITH THE REQUIREMENTS OF VERMONT GENERAL PERMIT 39020 6 THE ESPONSFULRY OF THE CONIRI AND OSC. INSPECTION DUNOJ t (MATCH EKE FREQUENCY MAY BE EDUCED TO MONTHLY IF ALL DISTURBED AREAS HAVE BEEN STABILIZED. INSPECTION AND REPORTING REQUIREMENTS DO NOT CEASE UNTIL THE SITE IS PERMANENTLY STABILIZED AND A NOTICE OF TERMINATOR HAS BEEN FILED. }} DISCHARGE OF EDWENT AFTER FILING A NOTICE OF TERMINATION IS PROHIBITED. TW 1OOSD B) 1GI.. VEGETATIVE STARE IZATION 10All SEEDING FOR VEGETATIVE STABILIZATION IS TO TAKE PLACE BETWEEN APRIL 151H AND SEPTEMBER 15TH UNLESS OTHERWISE 00,E ION.O APPROVED. BW IODLO 1001p I STABI I]ATOIN RF0I IIRFUFNIS ]DOTA�,.... �� TO BE CONSIDERED PERMANENTLY STABILIZED, ALL DISTURBED AREAS MUST BE PROTECTED BY ONE OF THE FOLLOWING: PAVDENT, Lei-/\„_._.�,.... `•--�� GMVEL MUCH BEDS OR VEGETATION (70R MINIMUM COVERAGE). THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL STARING AND SSEDIMENT CONTROL MEASURES (SILT FENCE, DISTURBANCE LIMIT MARKERS, INLET PROTECTION, ETC.) AND FOR RESTORATION OF ALL OIL STOCIO'ILE AREAS BEFORE RUN NOTICE OF TERMINATION. �a 8I0-RETE NION AREA EX. G4F` 810-RETENTION AREA TO BE INSTALLED MIEN ALL UPSLOPE AREAS HAVE BEEN STABIUZED. VENTURES W7 �_. _._ I-..� EROSION PEYENIgN AND SEDIMENT CONTROL AS PART VEIN 1 V TIES �j- TIE FIXLOWTIG TECHNIDUES HILL BE UTILIZED AS PART OF A SEDIMENT AND EROSION PC CONTROL PROGRAM. THE SEDIMENT AND EROSION CONTROL PROGRAM WILL BE 200 Hyn An we,Suite2ABmlIogton,1T054N IMPLEMENTED IN STAGS. CERTAIN REINS FROM ONE STAGE WILL UKELY OVERLAP OR TAKE AA. 802.gfi3.6225-fax 802.1163.6306 9.9:LB j PLACE CID NCLBENTLY WITH DEMS FROM OTHER STAGES, REFER TO GETAES ON SHEET 85 MeohaeoleeLSuite350A, Lebanon, NI M766 f-r C2.1 let. 603.442.9333-fax 603A42.9331 STABII IZED COASTRIN'TION ENTRANCE THIS STRUCTURAL MEASURE 6 A STABILIZED PAD OF AGGREGATE UNDERLAIN WITH FILTER FABRIC LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LFANNG A Issued for Construction - - CONSTRUCTION SE TO OR FROM A PUBLIC RIGHT-OF-WAY, STREET. ALLEY, SIDEWALK, OR PARKING AREA. THE PURPOSE OF A STABILIZED CONSTRUCTION DMANCE S To REDUCE - OR EUNNTTE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY OR STREETS. January15 2015 1 t ---- J -- __,_ THIS WILL REMAIN INPLACE AND BE MAINTAINED UNTIL THE PROJECT SITE HAS BEEN e PERMANENTLY STABNIZED. l ,✓'� ----- SILT FENCING. ✓� SF THIS STRUCTURAL MEASURE IS A TEMPORARY BARRIER OF GEOTEKRE FABRIC USED TO T { NIERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOIL R 6 INSTALLED ALONG THE PERIMETER OF NPLICIED AREAS AND ALONG THE BASE OF THE FILL SLOPES. ADDITIONALLY, WHEN DESIGNATED ALONG THE LIMITS OF DISTURBANCE, INSTALL CONSTRUCTION FENCE BEHIND THE SILT FENCE. THESE WILL REMAIN IN PLACE 2 AND BE MANTAIED UNTIL THE PROJECT SITE HAS BEEN PERMANENRY STBUZED. I i 4'� SF �A WPRO%MAR saL ti'OCNPLF ,wEs. I THEE ARE APPROVED LOCATIONS MERE TOPSAND O1NEA SOIL NATBtIALS WY BE T SOIL STWNPIIE STORED. THESE S1TK;NPILES RAIL OIL BE PROTECTED FROM EROSION BY A NUMBER OF 1 METHODS, INCLUDING INSTALLING SILT FENCING AROUND THE DOWN GRADIENT PERIMETER OF THE ss-..�.....I� THAN FIVEKILE DAYSµIN LISE FOR CONRUCTOR SHALL SUBMIT PROPOSED AREA FORD SEEDING AND MULCHING THE STOCKPILE WHENNOT ENGINEER APPROVALS i Ex. BUILDING I PROVIDE NLEr PROTECTION ON / .' AppROKIMA STAG - AND SIP AREAS I PROPOSED CATCH BASIN TO PREVENT STAVING THESE ME APPROVED LOCATIONS MERE NON -SOIL NON -ERODIBLE MATERIALS I SEDIMENT FROM ENTERING STORM AREA MAY E STORED. SOILS SHALL NOT BE STORED IN THESE AREAS. SEWER AND BID-REfEN110N AREA IIMIJS OF DISTURBANCE THE CONIMC70R SHALL CONTAIN ANY FMTII MOVING ACIMTIES WITHIN THE DESIGNATED j f PIZZ4GALLI LIMITS SHOWN ON THIS PLAN. THE ENGINEER SHALL RENEW THE SITE TO MAKE ANY I PERTIES, LLC ADJUSTMENTS RF ACCOUNT FOR ENVIRONMENTALLY ENSHAE AREAS, SPECIMEN TREES AND _ Lw SPECIAL MFAS OF CONCERN. THE LIMITS SHALL BEDEMVMED WITH ORANGE I I I I RCELI 0940-00055 CONSTRICTION FENCE, BARRIER TAPE, OR FLAGGING TAPE THESE WILL REMAIN IN PLACE MAINTAINED i I AND BEMAINTAINED UNTIL THE PROJECT SITE HAS BEEN PERMANENTLY STABILIZED. CONFII BE ER ADJUSTED AS NM LOCATION, �ECESESSARY BASED OAND CATES N CM REouIREN HEMS AND CODRON OINAT ONE. m EROSION CGNTROL MATTNG- ((! THIS STRUCTURAL MEASURE IS NS AILED N AIEAS THAT RAVE SLOPES OF 3:1 OR GREATER 3:1 0R GRFAIEA AND OTHER LOCATIONS INDICATED ON TIES PLAN TO STABILIZE THE SLOPE AND REDUCE THE P EROSION POI MATTING 6 M BE INSTALLED AND STAPLED IN ACCORDANCE WIN 1. -- --- ---_-. _ NMWIFACTuRERS SPECRICATION AND MAINTAINED UNTIL VEGETATION IS FULLY ESTABLISHED. \ ..'... i01.J TFLPORAIN INLrT PROIEI'RCw. ® INSTALL AS INOICATED ON PLANEMS. STONE TO BE O TURD REPLACED WITH CLEAN STONE WHEN SEDIMENT REACHES S 1/2 DEPTH OF STORE IN REMOVE ALL SEDIMENT IF COLLECTED STRUCTURE AS SOON AS POSSIBLE FIBER ROLLS MAY BE USED AS AN ALTERNATIVE TO CRUSHED STOVE SEE DIL 2/002, �U �._._, ) ✓ TREE PROTECTION FENCING THIS STRUCTURAL FORCING S INSTALLED AROUND EXISTING LEES TO PREVENT CONSTRUCTION ACIIMIES FROM IMPACTING THE TREE, INCLUDING THE DRIPLINE AND ROOTS. THIS FENCING IS M \ TYPICALLY JUST ORANGE CONSTRUCTION FENCING (SNOW FENCE) AND SHOAL. BE INSTALLED r\ ACCORDING TO THE DETAIL SHOWN. r \, STONE CHECK CAMS EROSION NIROL INSTALL N AREAS OF CONCENTRATED ROW TO SLOW VELDCITY AND REDUCE EROSION POTENML . 'r MATTING .) SEE DETAIL FOR CONSTRUCTION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL - ^[ J' ermoilt ...:R\ TECHNIQUE. ;''✓) E D I C A t. CENTER u., I „„ IX LWb REVISION vkA° OR7f . Az ( r,. Tr 99im 4'-- _/ A✓ our 991.68 PROJL--CT NAME RIND ADDRESS UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy DrNe, South Burlington, VT Joseph Architects 25 Crossroad Waterbury, Vermont 0567R Tel, 802-244-5220 Fez 802-BOB-1010 Joe(OJoaephAmhRectsmm IN! F Erosion Prevention & Sedimentation Control GRAPHIC SCALE (EPSC) Plan r9 I9 za a u� n— 1�ei 7� ( IN PEBP) zoI4a16 rIr�.Iem u�rxarxA 1 Inch _ 2a rL C 1.4 UNDISTURBED SOIL MINNOW WEARING COURSE, IL VAAT 4O6M (SEE NOTE 4) 2- BITUMINOUS BASE COURSE TYPE Y, VAOT 400.03 \\ 6- FINE CRUSHED GRAVEL \ 1Y COARSE CRUSHED GRAVEL COAT WITH E1UlSON WHEN MTTNG UP TO EXISTING PAVEENT \--RAW 500E STABIL17ATDN FABRIC PWEWENT RraarO MODES: 1. IN ALL PAYEMDIT AREAS TO BE PATCHED, SAW CUT AND REMOVE EXISTING PAVEMENT. 2. EXCAVATE BASE MATERIAL AND SUB -BASE MATERIAL IF INADEQUATE 3. COMPACT ALL FILL MATERIAL TO 95% MODIFIED PROCTOR DENSITY. TYPICAL PAVEMENT DETAIL 1 SCALE NONE CUT BACK 12' MINIMUM IN AREAS SAWICUT DSINC PAVEMENT UNDERMINED OR pSNRBED APPLY EMULSION ON AIL SAWN AND MVFD 5II ACES. EDGE OF TRENCH MATCH EXISTING WEARING COW WILL V MN. DEPTH. LAND BINDER COURSE I. _I u� WiW DOSING CRUSHED GRAVEL _ 3 IRA. ___.-_THOMESS m. �a MATCH EXISTING SUB BASE THICKNESS / —-UNDISTURBED SOIL OR PACTE COMD Fll 1` (95% MOIRE) EXISTING ASPHALT AND BASE ` EXISTING ASPHALT TO DE REMOVED PAUM PDGWO NOTE 1. IN ALL PIWE ENT AREAS TOBE PATCHED, SAW CUT AND REMOVE EXISTING PAVTMENT. 2 EXCAVAIE BASE METE W AND A6-BASE MATERIAL IFIWDEgMTE 3. COMPACT ALL FILL MATERAL TO LSL MOOFm PROCTOR CENSTTY, PAVING PATCH DETAIL 2 SCALE, NINE MINIMUM 5'-0' WIDTH I OR AS NOTED ON -PLAN •A C MIN, CONCRETE SDEWR NNL4 I. PUCE A TOOLED "IT 1/8' WALE AND AT LEAST 1/3 OF THE DEPTH, TRIMLY AT ]MEWS WATCHING THE SIDEWALK WIDTH, OR AS NOTED ON PUNS (NOT TO EXCEED 10' 0l. 2. PULE EXPANSION JDNT AS INDICATED ON RAINS, NOT TO EXCEED 20'-0' MAIL ALL EXPANSION JOINTS SHUT BE DOWM WITH A r DAMETFR SMOOTH DOWEL AT 12' O.C. DOWEL SHUT BE 15' IN LENGTH AND SHALL HAVE AN EXPANSION CAP INSTALLED AT THE ENS. SEE DEAL ON THIS SHEET. 3. BROOM FINISH WITH SMOOTH TROWELED EDGES. TREAT WITH SIANE SIOXANE OR EQUAL 4. GIAST-IN-PULE CONCRETE TO BE M 0 CONCRETE 5%-7% AIR ENTRAINMENT MATH 6c6-W4.004.0 RE7NFORCNG CENTERED IN SIDEWALK 5. WHERE SIDEWALK IS ADJACENT TO ENRR1'/EOf DOOR PADS WITH FRET WALL FOUNDATIONS, SIDEWALK SAIL BE COI TO PAD NIH 24- LONE 14 DOWELS (CENTERED) AT V-6' a (PORTION OF DOWEL N SIDEWAK TO BE GREASED). & WHERE SIDEWALK IS ADJACENT TOBOLLARDCURB, BOLLARD OR OTHER FNFD FEATURE INSTAL 1/2- EXPANSION MATERIAL (FULL DEPTH OF SIDEWALK} BETWEEN FEATURE AND SIDEWALK. 7. COMPACT ALL FINE MATERIAL TO 95% MODIFIED PROCTOR DENSITY CONCRETE SIDEWALK DETAIL SCALE: NONE CONCRETE FOUNDATION m ZS )i!' THICK FLEXIBLE SEALANT MOLDED JOINT FILLER THICK PREFORMED EXPANSION JOINT MATERIAL LONG 3/4' DA. SMOOTH DOWELS AT 12" O.C. arnu=mwn IN, SIDEWALK TO BE CREASED) EXPANSION JOINT DETAIL SCALE NONE 6' LOT. SEED 6• , 1/2- RADIUS AND MULCH T�FINISH GRADE 70 CLASS TN' COIDRETE pgp P GRAVEL SUBBASEac 0000000000CAST IN RACE CONCRETE CURB CONCRE E CIA NOTES 1. CONSTRUCT CURBING N 10'-0" SECTIONS WITH 1/8' JOINT BETWEEN SECTIONS 2. EXPANSION JOINTS AT 20'-0 O.C. MAX 3. CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VAOT 616.06. CONCRETE CURB DETAIL 5 9GVE NOTE %4'B AT 12' OC., FAG] WAY PAVEMENT SURFACE (MATCH EXISTING) n 9 FlNE CRUSHEDSDA CRA (1Y IN WNPAR '----12- COARSE CRUSHED GRAVEL MIN. 0 I. CONCRETE TO BE 45M psi WITH 5-7% AIR ENIRAHIAEINT. 2. BROOM FINISH WITH SMOOTH TROWELED EDGES. TREAT WITH SANNE-SILOXANE OR APPROVED EQUIVALENT. 3. REFER TO MAYOR PLAN FOR SZE AND LOCATION. EXTERIOR CONCRETE PAD DETAIL 6 SCUT NONE CHAINLINK FENCE FOR DUMPSTER ENCLOSURE DETAIL SCALE: NONE FLTEA FABRIC (WRAF] 6' PERT. HOPE DRAINAGE FILL. 6- AROUND ALL /�0FLR TER FABRIC (WRF III N 14ON, OR EQUAL) PUCE [ DRAM PIPE SIDES OF PIPE, TO EXTEND A / ED_) TO SEP E CAP IN WEDGE BEIWFEN MINIMUM 12' ffHIHD WALL ]DAY FROM HYX(FlLL BLOCKS 10 O v O O T O 0`1O O I 1. SLOPE DRAIN TO WALL ENDS, MIR )6- PER FOOT, OR SLOPE TO IOW PONE AND DROP THE DPAN UNDER THE WALL 2. WAIL DRAIN WY TIE TO NEARBY CLOSED ONAIMGE SYSTEM, F ANARAB E TYPICAL UNIT BLOCK RETAINING WALL DRAIN AND FABRIC DETAIL SCALE: NONE I. CONTACTOR TO SUBMIT Vr STATE STAMPED DRAWING FOR APPROVAL BY PROJECT ENGINEER AND OWNER. 2. STRIP ALL VEGETATION, ORGNUE SOTS AND UNSUITABLE FILL SOTS FROM TIE WALL ALIGNMENT AREA J. BENCH CUT ALL EXCAVATED SLOPES. 4. DO NOT OVER EXCAVATE UNLESS DIRECTED TO DO 50 BY THE OWNER'S SITE REPRESENTATIVE IN ORDER TO R UN9URABLE SOIL 5. THE OWNER'S SITE REPRFSDRAINE SHAL VERIFY FOUNDATIO1 SOILS AS BEING COMPETENT PER THE DESCH STANDARDS NA PARAMETERS. 6, LEVELING PAD SHALL CONSIST OF COMPACTED, N(' CRUSHED GRAV➢. 1D 2- THICK AND EXIE NG AT LEAST 12- TO EITHER SIDE OF THE EASE BLOCK A SMOOTHING SURFACE OF %' CRUSHED MINE MAY BE UTIUZED. T WM1M W EMBEDMENT OF WALL SUM FLASH GRACE MMLL BE AS INDICATED ON THE WALL FACE DRAWING. S. FOLLOW APPLICABLE PROVISIONS OF THE MANIFACTURER'S INSTALLATION IMSTKKTDNS AND WRDEEN SPECIFICATIONS, ESPECIALLY WITH REGARDS TO LEVELING OF BLOCKS AND BASE 9. DRAINAGE FILL SHALL CONSIST OF CRUdiEI STONER THAN 10% FINES, RACED AND COMPACTED BEHIND THE WALL EXTENDING A MINIMUM OF 2 OR TIE LLNCIH OF THE REWIRED GBDGRD TIE BAG(, WHICHEVER S GREATER. BEHIND THE WALL A FILTER FABRIC SHWL BE RACED OVER THE CUT OR FILL FACE BEHIND THE WALL AREA TO PREVENT SOL MIGRATION INTO THE DRAINAGE MATERIAL 10. WHERE PERFRATED HOPE DRAMS ARE USED, PROVIDE OUTLETS AT THE ENDS OF THE WALL OR AT A IOW COLLECTION POINT ALONG THE WALL (ALTERNATIVE OU LET METHODS MAY BE APPROVED BY THE DESIGN ENGINEER.) 11. BAdffEL AND COMPACT THE FILL MATERIAL BEING THE WALL AS THE WALL S INSTALLED. 12. COMPACTION TESTS SHALL BE TAKEN AS THE WALL S NSTALLfD. THE MINIMUM NUMBER OF TESTS SHALL BE OETERMNED BY THE OWNER'S SITE REPRESENTATIVE. 13. PULE FILTER FABRIC (MITAFF 14W, OR DOUR.) OVER THE DRAINAGE MATERIAL TO MIMM� SOIL MIGRATION FROM THE SURFACE MATERIAL D THE DRAINAGE MATERIAL 14. COMPACTION SMALL BE TO 929 (MODFIED PROCTOR) OR 95% (STANDARD PROCTOR). 15. PROVIDE LATERAL DRAINAGE SWAIFS TO DIRECT FLOWS AROUND THE ENDS OF THE WALL AM AWAY FROM THE WALL DURING CONSTRUCTION. DO NOT CONSTRUCT A WALE BEHIND THE WALL AS PART OF THE FINISHED WALL GRADE ABOVE THE WALL SO THAT WATER FLOWS OVER THE FACE OR TO A POINT AT LEAST AS FM BEHIND THE WALL AS THE OVAL HEIGHT, 1& TURF. OR SOME ACCEPABf FORM OF SOL EROSION PROTECTION, SHOULD BE ESTABLISHED AT THE TOP OF THE WALL (WHERE REQUIRED) BY THE LANDSCAPE CONTMCIOR AS SOON AS THE WAIL S COMPLIED. 17. FINAL WALL ALIGNMENT SHUL BE LOCATED IN THE FEB. 1& RFCOIENDED COMPACTION EQUPMEAT WITHIN 15 FEE OF THE BACK OF THE WALL IS AS FOLLOWS: D-4 FEET HAD TAMP OR VIBRATE PULE COMPACTOR 4-15 FEE NOTHING URGER THAT TWIN -DRUM, WALK BEHIND M RATORY ROUER (URGER ROLLERS CAN BE USED STATICALLY, PROVIDED LIFT SIZE DOES NOT COMPNOASE AC19EVEN M OF NECESSARY COIPACDON RATS) SEGMENTAL BLOCK WALL DETAIL SCALE NINE 8 UNDISTURBED EARTH PIPE (FEED % CONCRE7� GAIE FLIER FABRIC (WRF 14ON OR D IMU ro SEPARATE TOM M MFtL DRAINAGE FILL TO CONSIST OF )E' CRII9ED STONE BEHIND THE WALL EXTENDING A MINIMUM OF 2 FEET UNDIMMED / NATIVE SOIL .1 FILTER FABRIC (WRF 14ON OR EQUAL) PLACED OVER CITY FACE OF EXCAVATION 6' PEE. HDPE DEAN SURROUNDED BY 6' OF f SHONE, ALL WRAPPED IN FILTER ABRC (MIRE 14ON OR EQUAL). PPE TO BE SUDPED TO WALL ENDS OR TO zw. ND -WALL LOW' SPOT FOR OUTW BENEATH WALL WR SLOPE r PER FOOT. )6' CRUSHED STONE SMOOTHING LAYER OVER CRUSHED STONE BASE - LEADING PAD OF r CRUSHED STONE 12' DEEP AND EXTEDNG AT LEAST 12' BEYOND THE FROM AND BACK OF BASE BLACK, SHALL BE INSTALLED. AN OPTIONAL SURFACE TREATMENT OF THE SANE IS PLACEMENT CA APPROX i' TO I' THUMBS OF 3/0' CRUSHED STONE WHICH CAN BE COPALTED AND SMOOTHENED FOR LEVELING WAGE MASTIC SEALER 1' DEEP TOP OF PAMI FLOOR h SUB OR FINISH GRADE - REFER 10 STRUCTURAL CONCRETE DRAWINGS OR (- GRADING DR41M FOR ELEVATIONS 777 RREMOADm KXM FliINA AT FLOUR SLABS AND CONCRETE PAM ONLY CONCRETE FONDATION (INREWURCED) li�l)I ] 'I 17Ii II -'p'PILL nID r-3�' al4j 1. REFER TO PUN FOR LOCATIONS 2. CONTRACTOR TO COORDINATE PLANS WITH CONCRETE DRAWINGS TO INSURE NO CONFLICT BETWEEN BOLLARDS AND OTHER CONCRETE WORN. 1 BOLLARD SHALLL BE PANTED WITH AN EXTERIOR GRADE PANT. (COORDIMTE COLOR WITH A ITE.T/OWNER. BOLLARD DETAIL SCALE NONE 9 7 ENGINEERING VENTURES PE 206FNnn Aa!'1ue,Sehe7AI1uH 0.'VT0SAoF .1. BM.BD.6225• In BD2J63b306 65 MahenkStrcN, SUIte 350A Le6Avn, NH 03756 WIL 603.442.9333 • In 603.442.933E wxw.e,Wbeerlrpvenmrcxmn Issued for Construction - January 15, 2015 University -f Vermont MFDICAL. CENTFP UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 JOY DrNe, South BurBnglon, VT Joseph Architects 2 5 C r o n e I. a d Waterbury, Verenoot 05676 Tel. 802-244-5220 Fez 802-806-1010 0 Joa@.IoeaphArrMt ie.- DRA INGIJWE Site Details 91I Y,a4„ C2.0 r G NOOTETE I. NSFE . F DEVERI IS GREATER TAW TO- INDKMI 8 SEE gCINE CULVERT GRACE DETAIL PIPE, SEE PUN FOR SUE, FlNISHED LENGTH LENGTH AND M24' 12' GRAD E E I Irl� 111-BAP SEE HOLE I. i o PIPE SEE SEE PLAN FOR 92E - LENGTH AND SLOPE FILTER TAW, NOW n - PPE FLARED END SECTION NOOK OR APPROVED EOIINALENI FLARED END SECTION WITH STONE OUTFALL FLARED DO SECTOR AND STONE OUTflLL NOTES 1. PoP-RP SAL BE TYPE IL STONE FILL (VAO.T) WAR TO PLAN FOR LIMITS THE PLAN All ISM THE DEPTH OF SIDE ALL AID THE FOLLOINNO DMENSIONS OUTLET PPE DM. Do (IN) Q (CPS) TORPRAP, (FPS) III (N) LENGTH (Fr.) VADTH (Ft.) ST-2 10 2.3 14 4' B 9 ST-5 6 1 4.3 4' D B FLARED END SECTION DETAIL I - NONE L I I om II\ II PILOPOBED W-MG E + ID (W.) CA COVER PLAN RN 997.75 PROPOSED SIDE INLET WDH BASH (A -I) �� 1. UPGRADENI A" ORAeD TO MO-RIEIIIpN (SE DETAIL) AREA SHALL BE Rlr STABILIZED PRIOR 10 DIRECING "OFF INTO THE PROPOSED NO-REIFNIDN AREA �.. MULCH -3' l FiR011 STORYMAIER \ \\ I'' PRE-TREATMENT DEVICE NIET PIPE -CAST IRON COVER I' III I IJ I I I� II II I W 735 TOP OF TAN(/ OW OF SIDE INLET 997.25 W IN N5.75 EDP OF TEN 9N.78 12 IF OF 111 {• HIDE CpD..' .:. PRE-7RFATIENT MOPE 0 1.25 KR31K MIN STORAGE VOLUME - (TO ST-2) 238 OF (1.M C/L) 71 MOBOM a TAN( . 991.91 TO LTANK OF 12' 12' MIN. MN, IDDISTIRBED WTERNL SECTION 12' OF 3/4' CRUSHED STONE (REM 629.54) EXR'ND STONE A MIN. OF 12' 1. PRECAST RATED FOR H-10 LOADING. ON ALL SIDES OF TAN. 2. TANK SHALL BE SO IRE]AiD 2.000 GAL SEklAM SEPTIC TANG STORMWATER PRETREATMENT TANK DETAIL (ST-1) SCAL NONE 3 HARD SURFACE CB FRAME AMC CRATE HARD SURFACE FINISHED CRUDE SEE NOTE 2' FINISHED GIU � MORTAR (FOR CB's N MORTAR (FOR CB's MORTAR (FOR M PAVED ARF/1S) PAVED AF" NOT N PLED AEA) PRECAST RUT COVER CONCRETE RISE SEE NOTE I FOR CB GREATER THAN 7' IN CONCRETE RISER RINRINGSDEPTHN u• PRECAST CONCRETE ISER SECTION "I'll LEXIBLENNIMSIIC SEALANT. ALL ,DINTS. ".H SINGLE LAYER 11/4' MANHOLE STEPS FLEXIBLE MANHOLE SIEEVF BY LOCK JOINT DR EQUAL - N FLEXIBLE MNHC SELVE, BY LOC PIPE INV. ELEV. AS SIM ON PLANS �UT GRANULAR BACKRI.L 70 NEU JOINT OR MPN EDUNALENT REOUREIIENTS OF EARFMIIORK a 4Ir W. Mk aR MH FRAME AND SOLID COVER, SEE NOTE 4. MORTAR (FOR MH's NOT N PAVED AREA) PRECAST CONICAL TOP. SEE NOTE 2 FOR LESS THEN 7' IN DEPTH. RUBLE BTUMASTIC SENAW. ALL JOINTS. SINGLE LAYER 1 1/4' WIDTH GRANULAR 84CKFLL TO MEET REOUREMEMS OF SARTHNORK TMFTCATKINS iECAST CONCRETE SER SECTION �-PRECAST MONOLITHIC b CONCRETE BASE 4' MN THICK CONCRETE INVERT AND SHELF L o PRECAST MONOLITHIC L`I CONCRETE BASE o oo=0�0 11 CATCH BASIN NOTES UNDISTURBED MATERIAL 3/4' CRUSHED STONE MEEnMC THE REQUIREMENTS OF EARTMYORK 1. IF DEPTH OF CATCH BASIN IS 7 FEET OR LESS FROM NM TO CENTERLINE NVEKr THEN A FLAT TOP STORM MANHOLE NOTES SPE(2FIOATIONS WILL BE INSTALLS. IF DO" OF CATCH BASH FROM RN TO CENTERLINE INVEW IS MORE THOU 7 FEET TEN A CONICAL TOP MILL HE INSTALLED. 1. PRWiDE SMOOTH SWEEPING TRARMONS BERNEED INVERTS OF INTERSECTING PPE. 2. PROVIDE A LERARON 24'N24' TYPE E DR APPROVED EQUNALEHL 3 FLANGE GRATE TURD FRAME NEXT 2. F DEPTH OF MANHOLE IS 7 R OR LESS FROM RN TO COTTFRUNE INVERT, THEN A FLAT TOP MALL BE TO CURBS AND 4 FLANGE GRATE AND FRAME AT ALL OTHER LOCATIONS. INSTALLED. IF DEPTH OF MANHOLE FROM RN TO CENIERILINE INVERT IS MORE THAN 7 R., THEN A 3, CATCH BASIN AND GRATE SHALL BE DESIGNED FOR H2O LOADING. CONICAL TOP WILL BE INSTALLED. 4. CATCH BASIN SHALL BE PRECAST CONCRETE AS MANUFACTURED BY S.T. GRISTWOID h M. INC. OR 3. MANHOLE AND COVER STALL BE DESIGNED FOR H2O LOADING. APROVED SLOVALER. 4. PROVIDE A NEEWH FOUNDRY R-1504 OR APPROVED EQUNALENT, CAST THE WORD 'STORM' IN TOP COVER 5. MANHOLE SHALL BE PRECAST CONCRETE SUPPLIED BY AN APPROVED MANUFACTURER, CATCH BASIN DETAIL STORM MANHOLE DETAIL SCALE: NONE 2 4 SCALE: NONE REFER TO LANDSCAPE PLANS. LANDSCAPN6 SHALL PROVIDE A DNFTSE, DENSE PLAN COO 10 TREAT SMRYNTER RUNOFF AND MBSDNO PERIODIC INUNDATION, URBAN STRESSES FROM INSECT AMC DISEASE INFESTATIONS, DROUGHT, TEMPERATURE AND MIND.� r � eloaEroNTOx sN 995".10 - I IIIIIIIII 7 II-i lilllll-I-I IIIIIIIIIIIIIIIiII�IIII_ � II I RL PFA CWVfl --,/' THICK UNOFAORW CRAAEL a' PERFORATED PVC UDERDIWN 3' 7HCN MRHN GRAVELSECTION UNOISTUR® SUINRAOE W. • 991.35 wTrnwS �*+r .nnus PARAMETER 191CMTION SUE I NOTES FILTER MEDIA COMPONENT MUEM PERCENT OF "ON SUE N1 DF MATERIAL [29' CEP] BANK MULTI ONIDWDDD) 205 TO 3DE 200 <5 BWc MACH SH41 BE MWERATaY M SHIIEW BANK OR WORD Am MULTI. WIM RAPES AS 9 WXM LDw CW6E SAND 702 TO 53 10 95 to 100 USDA SOL TYPE FOR LOAW CASE SHED 20 70 6N 100 60 15 l0 40 2DO 9 4 15 MULCH [3- DEEP) SHREDDED PARM m AGED a NDNT6 MINLIUM PEA GRAV1 ASTM C-13-W N0. a (3/8' TO �) OINIIDWIN GRNVfl ASTN -- No. 6 (3/4- TO 3/n BD-AETDRKKI AREA OUTLET 9' PC TEE WAN ,' STRATUS (`--A GOAL GRATE (USE ADS PERFORATIONS.- ei''� 8 SLEET UAL 1Sr RUM: ELEV 905.6 (4) C11MRD OR APPROVED EDLLwI 2ND MOVE 995.94 (3) 50' YM /T LOP OU N7N . 09750 / � � 100-YTS RAF/ 995,711 \ ID-iR IELV 996.31E fro IE r PEE. ROD RISC 9Yl.iD fi Y om - Ir94 OF (E1fV_f195.91 ' In MUL 8 1.145 OF (ELEV M.01 19 IF OF r ROD0 OD6f (M. 9051) �.. T. an -12102'11I CONIC PAD. DrASE PVC 6' ODIG INTERNAL_/ INTO CONIC. PAD MD (SEE MAL a 092N I 1H5 SEED COYPIC m L innSIDGP/R7E FGR BERM 1` op PVC Our - 6' PAC UNUERDIWN M MILERS INV OMIT 291.25 OUTSIDE OF GRAVEL SECTION INV.. 991.35 PETER III THE SOIL SHOULD BE A UNIFORM MX FREE OF SONS, SIUP£ RODS 09 OTHER 9e.AR OBEDTS LARGER THAN 1/2 MDT. W OTHER MATERIALS OR SIRESTANfS SHCUI BE MIXED OR DAMPED WITHIN NNE BIURIFN IN AREA THAT MY BE HARMFUL TO PLANT COMMON. ON PROVE A HND M CE TO TIE PLAIONG OR MAET)MM'E OPERADDNS. THE FILTER MEDIA SHOULD BE FREE OF NOXIOUS HEEDS. THE ALTER MEDIA SHOULD BE TESTED ADD SHOULD MEET THE FOLLOWING [MONTH PH RANGE 52 - 7.0 DRAW W71FR IS - 42 MAGNESIUM 35 UL/AC PHOSPHORUS PM 75 LB./AC POUSEAI SK20 95 UB./AC SOLUME SALTS NOT TO EXCEED 500 RPM BIO RETENTION DETAIL 5 SfAI F. NONE NREIBAWN.BASIN _NI I. UPERNO T AREAS DRNNNC TO INFILTRATION MIN SHALL HE FN4/1ERNIVENTLY STABLUED PRIOR TO OIRECING RUNOFF INTO THE PROPOSED INFILTRATION BASIN. OUTLET STRUCTURE (ST-4) PROPOSED CATCH BARN 2. COMPACTOR SH41 ENSURE TINT NO SEDIMENT SHALL DMOFt THE MLTR90N BWN AREA. SFDLLFI..7 THAT DOES HIRER 0 . 907.5 AV. RY (D: 12J = 99U20 4r- MUTT M IWMEWTlLS' CLEANED OIr, TTTAL VOLUME PROVIDED IN 6' SURFACE PONDNG . 407 Cl AV ON (M 127= W..20 TOP OF BERM ,n YW> . Nato II _].I ulnll.,,,Ti TOP OF RLiR . W.Bo BOTTOM OF M 6' TOPSOIL -.r,-_ ._ • 9pA UNDISTURBED SUOGWDE� �� V \�.\y \ �WMP/AFD `FXS7MG E2' RC SUBDIVIDE COIL NHI SSW 98020 INFILTRATION BASIN DETAIL 6 SCALE: NONE CB FRAK W/ SCUD CORM AID SIDE INLET USE NeEHW R-333.1-A CATCH RI FRAME �- 4r MM ,AND LO (OR APPROVED FOWL) � ... WOOD CURB FACERUN I / BEHIND CURB c� CONCRETE SUB TOP 24' OFFING CONCRETE RED RINGS CURB ALONG SIDE DF fECREAON PATH FINISH GRADE SIDE INLET CATCH BASIN TOP DETAIL NOT TO SCALE to ,,: ILm/91>oE OF ami 9/7J �C/5T WII FRYE !SOLD oNER. IALEIID sIDN' MDRUR (FOR UPAVED NFAS) F9991FD DUDE 999.5 MAN TOP ,OP OF MOR Alp. NL! �FLEXIBLE BOOT WNEIOKN r all. P1C n 885. 1'11L Dow .. OUII W. 915E 5, AURWM - ON.�901m r MN OUT 901.25 PRECASTPRECASTNV. PRECAST INTERNAL(10� CONCRETE MEN PRECAST IIDNOUIXD COIPJk1E ILt9E 70 OURET CONTROL. 51MCME MOI6 `- 12' OF 3/j CRUSHED STONE I. STRUCTURE ELEVATIONS AND NVTRIS PER STORM STRUCTURE SCHEDULE. EXTEND STONE A MN. OE 12' ON 2 STRUCTURE RIM. AND COVER RATED FOfl H-20 LDIDNG, ALL GOES OF STRUCTURE 3. OUTLET CONTROL SDUCTIRE 5' WHEN DIAMETER BIO-RETENTION OUTLET CONTROL STRUCTURE DETAIL 8 NOT TO SCALE 7ENGIINEERING VENTURES PE 200 Flynn A-, SuRe 2A Burli,WUm, Vr 05401 MI.602.M3.6725. to 902.111 65 MedeaW Sheet, Sub, BOA, lebamr, NH 03756 MI.603,442.9333 • he 503.4e2.9331 WW woeeraprcaw- Issued for Construction January 15, 2015 ID ..__. THE: .___.. Universityr of Vermont MEDICAL CENTER REVISION PROJECT NAME AND ADDRESS UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 36 Joy DLO, Bouts BMNrlpton, VT Joseph Architects 25 C r o ss ro a We"bury, Vermont 0557a T.I. 802-244-6220 Fox 802-806-1010 Jw@J-phArchft..%.- G NAM -. Stormwater Details C2.1 PAVED UNPAVED (PAVEMENT, SIDEWALKS) TRENCH SURFACE WIDTH SHALL BE KEPT AS NARROW AS PRACTICAL LENGTH OF OPEN TRENCH SHALL BE REFER TO APPLICABLE DETAIL FOR KEPT TO A MINIMUM. PAVEMENT AND PAVEMENT SUB —BASE 4" LOAM, SEED & MULCH OVERFILL FOR SETTLEMENT COMPACTED IN 13" MAX. LIFTS TO 95% STANDARD OPTIMUM UNDEMR9ED EARTH TRENCH DENSITY BACKFILL SUITABLE MAIN CDMPACTED IN 12" LIFTSLIFTSTO MATERIAL FREE 95% MODIFIED PROCTOR XI=A. DENSITY INITIAL SAND BLANKET WEER14G RECILAREMENIS OF BACKFILL EARTHWORK SPECIFICATIONS HAUNCHING PIPE BEDDING AND HAUNCHING TO BE 3/4- BEDDING CRUSHED STONE MEETING REQUIREMENTS OF EARTIRMORK SPECIFICATIONS REFER To PLANS FOR PIPE SIZE, 0.0. + 24' IF UNSUITABLE MATERIAL IS REMOVED, REPLACE MATERIAL INVERT, AND SLOPE WITH MATERIAL REVIEWED BY ENGINEER. STORM DIRMN TRENCH NOTES 1. UNLESS OTHERWISE NOTED, ASSUME CLASS *C' SOLS. PERFORM ALL EXCAVATIONS TO OSHA REQUIREMENTS. 2* BEDDING TO PROVIDE A FIRM, STABLE. CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE 3. WHEN APKJWLF, INSTALL PIPE WITH BELL Do DOWN SLOPE PREVENT SEDIMENT FROM ENTERING NEW STORM DRAIN SYSTEM DURING CONSTRUCTION. 4. No MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PIPE 6NOT DAMAGED. 5. PROVIDE 6' OF COVER OVER PIPE IN PAVED AREAS AND 5' OF COVER OVER PIPE IN UNPAVED AREAS. REFER TO INSULATION DETAIL FOR AREAS WHERE PROPER COVER CAN NOT BE ACHIEVED. TYPICAL STORM DRAIN TRENCH DETAIL -;===0 SCALE: NONE PAVED UNPAVED MFTAI1IC WARNING TAPE I 5 INSULATION IN PAVED AREAS: INSIIIATgN IN UNPAVED AREAS: COVER INSUL VADDH INSUL THICKNESS WIDTH RI THICKNESS 0'-3' LOWER DRAIN SEE PLAN 3- 1 6' NO INWL REQUIRED 5" NO WILL REWIRED -g FIGID INSULATION (EXTRUDED POLYMIRENE) LAP AL SEAMS. REFER TO APPLICABLE TAs-E FOR WIDTH AND THICKNESS. TRENCH NOTES 1. REFER TO APPLICABLE TRENCH DETAIL FOR SPECIFIC RCKTIILL INFORMATION. INSULATION OVER SHALLOW DRAIN DETAIL NOT TO SCALE 02 CLEAMOUT RING AND COVER L03ARON No. LA0910 LABELED 'CLEAN —OUT' Sam PVC CAP r CLEAR THREADED COUPLING BACKIFILL MATERIAL VERTXAL 5, SOLO) PVC PIPE (TYP.) FLEXIBLE COUPLING CLEAN. SHALL BE 45' BEND SAME SIZE AS DRAIN Z' REFER 70 TRENCH DETAIL FOR EMBEDMENT MATERIALS PIPE 45 WYE BRANCH STORM SEWER CLEANOUT DETAIL NINE ENGINEERING L----7 77N_ VENTURES PC 208 Flynn Aw,e, %72A burlingtor, VTO5401 AI . 802.963.6225 - fax 802.863.6306 85 Ml&..Ic Street, sua, 35M ub.h., w 03766 W. 603.442.9333 - fax 603A42.93 1 -'no —mg —to — Issued for Construction - January 15, 2015 Uiiversity,,Nermorit MEDICAL CENT ER 17).jr, r NA VF AM, ADDRr',g UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy Drhfe. South Burlington, V-- Joseph Architects 25 Crossroad Waterbury, Vermont 05675 Tel. 802-244-5220 F . . 8 0 2 - 8 0 6 - 10 1 0 J..@J ... PhAhinacts—rh 71777,117, —77F Stormwater Details IF C2.2 TRENCH SURFACE VADTH SHALL BE KEPT AS HARROW AS PRACTICAL LENGTH OF OPEN$4F SHALL BE T To A MINIMUM. PAVED ON P TRENCHKEPT YE�A•'x� 'iap., PETER TO APPLICABLE DETAIL FOR HAW, S®. AND MUCH. OYQiFY1 FOR PAVFMENf NIO PAVEMENT SUBBASE SETTUEMUT. * °' No 00115 1s}: BACKFILL OF SUITABLE NATIVE MATERIAL III WADAtAt r2ArJ• , CORWK UFIS TO 951f OOHED IN SAND BLAI MEET REQUIREMENTS OF EARTHWORK SPECIFICATION. PIPE PIPE BEDDING AND HwNCHING - SM _.. CUSHION. MEET REOUIREMENIS OF FARTHMORK SPECIFICATION. F UNSUITABLE MATERIAL IS ENCOUNTERED D + 24_'___ NOTIFY THE ENGINEER. SEE NOTES 5 AND 6. UNDISTURBED W1°tlAL ENGINEERING 1. UNLESS OPE WSE NOTED, ASSUME CASS 'C' SOTS. PERFORM ALL EXCAVATIONS TO OSHA REQUIREM CTS. VENTURES 2. BEDDING TO PROVIDE A REAL STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR FLU LENGTH OF PIPE. PE 3. FOR BUILDING SEWERS THE NNMUM DEPTH TO THE TOP OF THE PIPE SHALL BE 4'-O'. WHERE BUILDING SEWERS 203FIynnarnueq SuKe2ABurli�um,VTO5A01 ARE TO BE INSTALLED AT A DEPTH LESS THAN 3'-0' UNDER DRNEVNK, DORA HEAVY CAST NON OR OTHER HIGH tat. 932.363.6225• to 302863.6306 STRENGTH PIPE SHALL BE USED. OTHERWISE, REFER TO INSULATION OVER SFW.LOW EWER LIE DETAIL B5Nechanic StmeU SUKe 350ALebown, NHU3766 4. FOR SEWER COLLECTION SYSTEMS THE MINIMUM DEPTH TO THE TOP OF THE PPE SHALL BE 5'-0'. THIS DEPTH WI 603.462.9333• fax 603.642$331 SHALL BE INCREASED TO 6'-0' INAREAS TO BE PLOWED DURING NG THE WATER MONOTHERWISE, REFER TO www.alAlneennprcnrum.carn INSULATIONOVER SHIM SEWER LINE DETAIL 5. BACKFLL SHALL BE OF A SUITABLE MATERIAL. REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED- DEBRIS. FROZEN MATDIN, LARGE ODDS OR STONES, ORGANIC MI OR OTHER UNSTABLE MATERIALS Issued for Construction - SOUL NOT BE USED MR DACHFILL WITIN TWO FEET OF THE TOP OF TE PIPE 6. LEDGE, ROCK. BOULDERS AND LARGE STONES SHALL BE REMOVED TO PROVIDE A MINIMUM CLEARANCE OF FOUR INCHES BELOW AND ON FACT SIDE OF ALL PIPES. January 15, 2015 7. SEWERS ON 20 PERCENT SLOPES OR GREATER SHALL BE ANCHORED SECURELY WITH CONCRETE ANCHORS OR EQUNALLNT, SPACED AS FOLLOWS: A NOT OVER 36 FRET CENTER TO CENTER ON GRADES 20 PERCENT AND UP TO 35 PERCENT B. NOT OVER 24 FEET CUM 70 CENTFA ON GRADES 35 PERCENT AND ESP TO 50 PERCENT C. NOT OVER 15 FRET CENTER TO CENTRE ON GRADES 50 PERCENT AND OVER SANITARY SEWER TRENCH DETAIL SOME NONE PAVED UNPAVED INSULATION N PAVED AREAS: _ PMLA71 N N UNPAVED AREAS: COVER NSUL WIDTH INSUL TICOIESS COVER NSUL NOTH INSUL TNAC(NESS LOWER DUN D'-2 LOOFA DRAM 3• 4-5 4-0' 2' 3'-4' 4'-W 2' fi^ > 5' NO NSUL REQUIRED > 4' NO NSUL REOLARFD 1 RACE RIGID INSULA11ON (D RUDED PCSTYROE) BETWEEN SAND BUNKER Two Norm, AND TRENCH BACKFLL OVERLAP ALL SEMIS. REFER TO APPLICABLE TABLE 1. REFER TO APPLICABLE TRENCH DEAL FOR SPECIFIC BACKHL NFORMI FOR WIDTH AND TNCKNESS, 2. RIGID EXTRUDED POLYSTYRENE INSULATION SHALL CONFORM WITH ASN C578 - STANDYO SPECFICATON FOR RIGID CELLULAR POLYSTYRENE THERMAL INSULATION AND SMALL BE ON 51YROFOAII HIGH LOAD 40 OR EOUNAIENT. INSULATION OVER SHALLOW SEWER LINE DETAIL z SLABS NNE MEI I7T RING AND COVER LBAIN No. U0910 LABELED 'CUEAN-0UT' SOLID PVC CAP . _..._. 'I HF ._.... University -,Vermont di7777777 MEDICAL. CENTER /�o THREADED LOUPUNG �� — VERTICAL B' SOLID PVC PIPE p ir) _.............._ ..v__.-..._ ._. REVIS,QPJ BACKFTLL MATFAVL 1'-0' • Pig{iJFCTNAhii_ PNL1 H{) 1fR}=H;: UNIVERSITY OF VERMONT GLEANOUr SHALL BE MEDICAL CENTER DIALYSIS SAME S� A5 DRAN� ° 46 me SOUTH BURLINGTON REFER TO TRENCH DETAIL FOR DHDWD(r MAIF%ALS 35 Joy Drive. South Suringlon, VT Joseph Architects REPO 25 Crossroad Waterbury, Vermont OS676 T.I. 802-244-5220 Fax 802-806-1010 JoeE�..loaephArchkecls.axxn DFRA ;NCi Ry kb. C WYE BRANCH. OR R ATT PONT 'TERMINATION N ION Wastewater Details SEWER CLEANOUT DETAIL 3 SCALE: NONE 41 41T5 '-•'. C2.3 ff Ix" ffATMW1Y + HA 4 + MOUNTABLE BEAM EXISTING PAVEMENTMIS DOWNSLOPE TAIp OVER i A r rSPACING VARES DEPENDING_ 2% MIN. i F` - T' _ ON CHANNEL SLOPE CR6r i REFER 70 PLAN EXISTING (HOUND . . ,-:-- HA , f A II TOE SALE ELEVATION AVRM 50DN FILTER FABRIC UR EOU4- � - �- PROFILE / TOE 11III R FILE 50' MIN. 1 NORTH AIERICAN GREEN SC150 �✓ LIMING (OR APPROVED EOuaq EXISTING GROUND EXISTING_ - PAVEMENT 12• 0 ERUP `. J `i H r /' B• I II I,� BRIC D FILTER I b y y PLAN VIEW '- vz ��I'_ j /2 FAE°D""°` SECTION A -A SIARIZED OONSERUCIION ENTRMICE NGIES: .W "W * /\ < STAPLES CHECK DAM NOTES 1. STONE SIZE: USE 1-1/2• CRUSHED STONE �✓ 12' _ _.. 1. TYPE I STONE FILL WILL BE PLACED ON A FILTER FABRIC FOUNDATION AT THE GRADES AND LOCATIONS AS DESCRIBED 2. SURFACE WATER - ALL SURFACE WATER FLOW OR DIVUM TOWARD CONSTUCTION ENTRANCE SHALL BE PIPED HEREIN, MID TO MEET THE ABOVE DETAIL IN AREAS SHOWN ON PLANS ACROSS THE ENTRANCE. - --- 2. SET SPACING OF CHECK DAIS SUCH THAT TIRE ELEVATIONS OF THE CRESF OF THE DOWNSTREAM DAM Li AT THE SAME EROSION CONTROL MATTING NOTES. . 3. MANTQNANCE -THE ETBRANCE SFWl BE MAINTAINED IN A CONDITION WHICH HALL PREVENT TRACKING OR FLOWING ,A.\ ELEVATION OF THE TOE OF THE UPSTREAM DAM FOR A MINIMUM OF 100' DOWNSTREAM OF OISIRUBED EARTH, OF SEDIMENT ONTO PUNK RNIO-0E-WAS. TINS NAY REQUIRE PFROON; TOP DRESSING MTI3 AODTIOWL STONE AS aTCKS AND GRASS. HATS/ BUNKERS SHILL HAVE GOOD /r✓ �� 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE GAM. CONDITIONS DFMARD. REPRO ANO/OR CIEWWf ANY MEASURES USED TO TRAP SETIMENF. A11 SEDIMENT BP91ID, SOIL CONTACT. -'/\�/\�,,Nr+'g . \ 4. APPROPRIATE 7 CHANNEL DOWNSTREAM OF THE LOWEST Do FROM SCOUR AND EROSION WITH STONE OR LINER AS OROPPIO, WASTED, OR RAND NE DNTO PIBLD RI E SHALL RUST BE AFTER REMOVED IMMEDIATELY. . 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. ,jy' �/� "Y // Y' �/ 5. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED WEEKLY (EVERY 7 DAYS) AND WITHIN 24 HOURS AFTER 4. PERIODIC N II BEGIN AND NEEDED M REMOVE MUD E SFMWL BE ENTRANCE O TIER FA.CI RAIN. 3. LAY BLANKETS LOOSELY ARD SfAI(E qR STIFLE 70 =`. \�/ /\ �/�j 5. NHEELS SHALL BE CLEANED 10 RFIAOVE MUD PRIOR lb ENTRANCE ONTO PUBLIC RN21f-0OF-WAY. WHEN WASHING IS _f EACH RAN. REQUIRED, R SHNL BE DONE ON AN AREA STABILIZED WITH STONE WHICH DRAJNS INTO AN APPROVED SEDIMENTMAINTAIN DIRECT (IONOGT THE SOX- OU NOT BERM 1Y BSrRETCH.. REMOVE SEDIMENT COLIECIED BEHIND EACH DAM WHEN DEPTH OF SEDIMENT 6 ONE HALF THE HEIGHT OF THE OUT, TRAMPING DEVICE CONSTRUCTION ENTRANCE DETAIL EROSION CONTROL MATTING STONE CHECK DAM DETAIL SCNE NONE SCALE NONE 4 4 SG1E NOTE z WINTER EROSION CONTROL NOTES '.. EED MD FERnuzaz (BE xDiq ��II��I �� , �/ / WNER coNsnwcnDN PRDCADUREs 1. DURING WINTER CONSTRUCTION. INSPECTIONS BY THE ON -SITE PLAN COORDINATOR %TALL OCCUR DALY WHEN AREAS ARE UN -STARE, M70 WEEKLY PRIOR TO ANY FTIIiECASIED RAN, THAW OR SPRING NF1T WHEN TEMPORARY MINIMUM 4• TOPSOIL SHAD/GRAEL FILL\ i ,,,\\� STABILIZATION IS IN PUCE. / \` / AS NEEDED UICH, HAY OR 2. IN AREAS TO BE STANUZED BY VEGETATION, ALL SEEDING RUST BE COMPLETED BY SEPTEMBER 15 TO ALLOW STRAIN(7A9 FOR GROWTH TO OCCUR PRIOR 1D THE GROUND FREEZING. STABUZATION OF ALL OTTER DISTURBED AREAS SHALL BE SLOPES < 3:1). COMPLETED BY OCTOBER 15. 3. ENLARGED ACCESS POINTS, STABILIZED TO PROVIDE FOR SNOW STOCKPILING SHALL BE INSTALLED. 4. LIMITS OF DISTURBANCE SWILL RE MOVED OR REPLACED TO REFLECT BOUNDARY OF WNTER WORK AIDE SLOPE 21 EXCAVATED AREA (AS REQUIRED) _.. --._ -{ 5. SNOW WILL NOT BE PILED WITHN 25 FEET OF PERIMETER CONTROLS (SUCH AS SILT FENCE) TO MIN FOR I - nF" CLEARING AND MAINTENANCE. SNOW IS TO BE REMOVED FROM ALL STRUCTURAL EROSION PREVENTION AND .z. - SEDINENfATON CONTROL MEASURES FOLLOWING EACH SIGNIFICANT SNOWFALL NO SNOW STORAGE UP -GRADIENT OF NOTES FOR SEEDED AND HATRED A11E6 F y, *�,• - III DISTURBANCE. NO SNOW DISPOSAL IN SEDIMENT PONDS/BASINS. IF NECESSARY, SNOW/ICE MUSE BE REMOVED 1. ALL DISTURBED SURFACES SHUL BE TEMPORARILY OR PERMANENTLY SEEDED AND MULCHED MORN 7 DAYS OF PRIOR TO STABILIZATION OF DISTURBED AREAS. ACCESS POINTS SFULL BE ENLARGED AND STABILIZED TO ALLOW FOR DISTURBA_ OW STOCKPILING. 2 SEEDING AMID MULCHING OF DISTURBED AREAS SMALLTAKEPLACE WITHIN 48 HOURS OF FINAL GRADING. III SNOW - - 6. IN AREAS OF DISTURBANCE WITHIN 100 FT OF A RECEIVING WATER, SILT FENCE SFW1 BE REINFORCED OR ELSE 3. MULCH: TYPICALLY LAY OR STRAW MAY LE UTILIZED AND SHALL BE APPLIED AT A RATE OF 1K1-100 LBS/1,OW IXryNATEED DEPTH. WEEP HOES _ - REPLACED S O PERIMETER DIKES, SOURCES OR OTHER PRACTICES RESISTANT E THE FORCES SF MULCH SHALL NOT BE PLACED ON SLOPES OF GREATER THAN 3:1. EROSION CONTROL MATTING SHALL BE MN. 1' -MAX. 2' FOR - - OF SNOW LOADS, USED N ITS PLACE STAND BELOW TOP OF INLET DEYIAIERING _- 7. DRAINAGE SIRUCRIRES SHNl BE KEPT OPEN AND FREE OF SNOW AND ICE ARMS. 4. SEED: SEEDING SHALL OCCUR AFTERAPPL 15 AMID PRIORR TO SEPIEMBFR 15T1 IN ORDER TO ESTABLISH A - OF GRASS PRIOR TO GROUND FREEZING. SEED SHALL BE N ACCORDANCE WITH SECTION 32 920D. TRAVEL - SUPPORTED BY 5. COVER SEED WITH ) INCH SOIL UNLESS A RPDROSEEDEA S USED. NONWOVEN FILTER FABRIC TO ALLOW 8. ALL EROSION P<EVENTION AND SEDIM04T CONTROL MEASURES ARE TO BE IN PLACE OY OCTOBER 15, OR IF NOT 6. MULCH ANCHORING: SHALL BE ACCOMPLISHED BY DEGRADABLE MULCH NETTING. USE WHEN SLOPES ARE GREATER -- IXWNAGE AND RESTRICT POSSIBLE, THEN PRIOR TO GRDUND FREEZE THAN 10%. SEDIMENT MOV➢.ENT 7. TOPSOIL AND MULCHING NOT TO BE APPLIED IN AREAS OF RAVEL WAYS. _ j 9. MULCH IS TO BE APPLIED AT THE ENO OF EACH WORKDAY TO ALL EDURD AREAS THAT HAVE NOT YET REACHED EL REFER TO SECTOR 32 9200 FOR TOPSOIL AND PERMANENT SEEDING INFORMATION.FINA. GRADE AT TWICE THE RATE NDICATED IN THE SEEDING AND MULCHING DETAIL FOR THE REGULAR CONSTRUCTION - SEASON. MULCH SHALL BE TRACKED IN OR STABILIZED WITH NETTING. OM61RUMNN SPEIOFIIAT%NIS 10. TO ENSURE COVER OF DISTURBED SOIL N ADVANCE OF A MELT EVEN, AREAS OF DISTURBED SOIL MUST BE 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER "EXCAVATION. STABILIZED AT THE END OF FACT WORK DAY, WITH THE FOLLOWING EXCEPTIONS: A 2. P IF NO PRECIPITATION GRADE APPROACH WA TO THE REC RADON E INLET UNIFORMLY AROUND THE BASIN. ) WITHIN 24 HOURS IS FOR ECAST AND WORK WILL SEEDED AND MULCHED AREAS DETAIL LLRESUME IN THE SALE DISTURBED 3. WEEP HOLES WALL BE PROTECTED BY GIRAVFI. AREA WITHIN 24 HOURS, DAILY STABILIZATION 6 NOT NEC6SAIO'. 2 4. UPON STABILIZATION OF CONTRIBUTING ORNNAGE AREA SEAL WEEP HOLES, FILL BASIN WITH STABLE SOIL TO B) DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF, SUCH AS HOUSE FOUNDATIONS OR OPEN UTILITY SCALE NONE FINAL GRADE; C011PACT R PROPERLY MAID STABILIZE WITH PERMANENT SEEDING. TRENCHES. 5. GRAVEL B.S, GRATE GUARDS, FLTEE),X OR SEDIGUAtD INLET PROTECTION DEVIM MAY BE USED. SUBMIT PRODUCT INFORMATION TO ENGINEER FOR RENEW PRIOR M USE INSTALL PRODUCTS N ACCORDANCE WITH THE 11. SNOW AND DE SHALL BE REMOVED TO LESS THAN I• THICKNESS PRIOR TO STABILIZATION. MIRASMANUFACTURER'S 16MUCHONS AND THE LATEST EDITOR OF THE VF EPSC STANDARDS AND SPECIFICATXNS. FILTER FABRSODAIC 12. STONE STABILIZATION, S TO 20 FT AIDE IN AREAS IC SUCH CI Alf SHALL OF BUILDINGS UNDER FILTER FARRIC p05T CONSTRUCTOR WHERE CONSTRUCTION VEHNLE TRAFFIC IS ANTICIPATED SHAWL BE INSTALLED. BACKFlLL CREW EXCAVATED STORM DRAIN INLET PROTECTION DETAIL I I EMBED 1B• YIN. 5 �+L SECTION A -A Nor ID scuE IRS (X6' WOVEN) WIRE FENCE A_A 14 OIL k �R � MIRAR 5DOX FILTER FABNC EQUAL OFENCE ,I- ' � �� ,` � � i +. �� POST ORANGE MESH PERIMEER FENCE \� USE MSC TEND( SNOW OIARD 10-0• MAT. FENCE OR APPROVED EQUAL 10-0. O.C. (MAC) SET FENCE NOTEC I. SILT FENCE SHALL BE PRE -FABRICATED EROSION CONTROL FENCE BY MIRAEI OR EQUAL OR CONSTRUCTED IN PLACE AS SPECIFIED HEIE)N. 2. CONSTRUCTED N PLACE SILT FENCE F1' META' FLIICE A WOVEN WINE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH VANE TIES DR STAPLES. POST Or') B. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES SPACED EVERY 24• AT TOP OF MO SECIDL C. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SAIL BE OVERLAPPED BY 5% 1 FOLDED AND STAPLED. id 3. INSPECTION SHALL BE FREQUENT (MINMUM ONCE A WEER AND AFTER EVENT' RAINFALL). MAINTENANCE SHMl BE PAR- Id FOAMED AS NEEDED AND SEDIM REMOVED WHEN •BULGES • DEVELOP INSILT FENCE 4. WOM WIRE FENCE AND 6 REQUIRED BY THE Yr CONSTRUCTION GENERAL PERMIT WHEN SILT FENCE IS PLACED WAIN 100 FEET UPSIDPE OF RECEIVING WATERS. SILT FENCE DETAIL ORANGE CONSTRUCTION FENCE DETAIL J s SCALE NONE SCALE: NOS EPSC NOTES I. PRIOR TO THE START OF WORK, A PRE -CONSTRUCTION MEETING WILL BE HELD WITH THE CONTRACTOR, OWNER, PRCUECT ENGINEER AND TOWN DPW TD RENEW PROCEDURES AND IDENTIFY RESPONSIBNTIES. 4 WEEKS NOTICE SHALL HE GIVEN TO THE CITY PRIOR TO START OF CONSTRUCTION. UNLESS STATED OTHERWISE STATED, ALL MATERIALS AND METHODS SHALL BE N ACCORDANCE WITH THE MOST RECENT VERSION OF THE VRRPNS SPECIFICATIONS. 2. ALL REMAINING DISTURBED AREAS SHALL BE FERTUZED AND SEEDED IN ACCORDANCE WITH APPUCABLE STATE SPECIFICATIONS FOR EROSION CONTROL. 3. THE SEEDING OF 10% OR GREATER SLOPES SHALL REQUIRE THE USE OF EROSION CONTROL MALTING. 4. ALL EARTHWORK MATERIALS SHALL BE OBTAINED FROM APPROVED SOURCES. THEY SHALL CONSIST OF SATISFACTORILY GRADED, FREE DRAINING MATERIAL, REASONABLY FREE FROM LOAM, SILT, CLAY AND ORGANIC MATERIAL. EARTHWORK MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING TABLES: a ,R v71, r4-<, V"eWMffi4°� 7Ve..Streek INEERING TURES PE 206 flynn Av2A Burli,Wton,N06401 tel. /@hX X02.863.6306 B5 Mechem S350A, Lebawn, NH 03756 tel. ED3hX 603.442.111,VenNrexcom Issued for Construction - January 15, 2015 ll versity-fVe mwit MEDICAL. CENTER rz:vaslcla t JFIC? Awl Mq, UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy Orlv6, South Burflngbn, VT Joseph Architects 2 5 C r o s s r 0 a o WaWe Ury, VD-t 05676 Tel. 802-244-5220 Fe• 802-806-1010 Joe�.IOaephAreh8ec1a.e0m f'F2A5teW^a tJtAF Erosion Prevention & Sedimentation Control (EPSC) Details 2010416 ,--------------------ry7,•? C2.4 4 14 Or N/F RICE ,MEMORW HIGH SCHOOL DasnNa 9UEFFR WOOS M'MG "MR TIM PARCW 1390-00099 ro IOAAM To REMAIN4-h a -CC !-CC a - PO \ 0R TRANtPLANr r704PoW On TRANSPLANT COSTING ._ _..7001 _. . ". _. ,-, •.----� 999.2E 999R..� DWPSTER aCLOSARE �\ (SEE CIML PLANS)Re r - ! er ix_..� As — -- 1 ! / / 2- As ERRTx�e � 999.E I ,f N,IF BURU TON INDOOR / / // 1 -L - -� TENNIS CENTER , PARCEL,/ 06-000BO 1CJC)Z t i t I J 4-� PLANTING SCHEDULE KFV OTV BOTANICAL NAMF rOKAMr1N NAME 117F r-r'TN111TION r n'T REPLACEMENT TREES 2k (note: GT is a substrate for PP) TO 7 'Dnija ocehlante8s Northern White Cedar 5'-6' high B & B N/A AC 3 Amshoreldar cmadansts Serviceberry 2-UT' to 3" cal. B & B N/A AS 7 Am sacchamm Sugar Maple 2-1/2" to 3" -L BALE N/A GT 5 Gledltaia triwanthos inemda Honeyloasr 2-1/2" to 3" cal B & B NIA PG 9 Pic" glaaca Whim Spruce 8'-10' high B & B NIA TREES TO 16 1Tnrja occidentahs Northern White Cedar V-6 high B & B 350 CC 9 Cercis Canadensis Eastern Redbud 2-1/2" to 3" cal. B & B 700 SHRUBS AA 3 Arcola arbutifolia Red Chokeb-y 4' - 5' high B & B 200 CA 2 Corylus avallana'Contone' Harry Lauder's walking stick 31. 4' high B & B 200 RC 2 Rhododendron camwhienee 'Album' Rhododendron 24'-30" high B & B 100 VC 15 Vaccinilm cosymbosum H(ghbuah Blueberry 3' -4' high 7 Gal Container 75 RR 6 Rae mgosixJacnllav' Wildb stry Braere Shrub Rosa 2.5' - 3' high 7 Gal Container 75 IV 31 11- venicill to Wimerberry T - T high 5 Gal Container 50 CS 14 Coma -do- BaBeyT Bailey Rod Twig Dogwood 2' - 3' high 5 Gal Container 50 IG 18 Ilex glabro'Compoeta Crnnpect Inlclxny 2' -3' hfgh 5 Ga1 Container 50 PG 34 FoNergBL gardeell DwaA'f6therg111z 1T-1e" high 2 Gal Container 40 PERENNIALS EP 79 Echinacea purpurea Purple ConcBower 18"-N'high 2Gal Container N/A RF 51 Rudb . fulgida Black -Eyed Susan l8"-24" high 2 Gal Container N/A PA 41 PeanUsemm x1crix roldea TRameln' Dwarf Fountain Grass l8"44" high 2 Gal Container NIA CV 34 Coreopsia venicillete, Moonbeam Coneopsis 18"-24" high 2 Gal Contai- Ln IX p i 2' LANDSCAPE ESTIMATE ) I i I � • � °I I � � I I , 'IC1 Cost requirements for the Widocaping are cumulaffve requiring a 3% landscape value for the first $250,000 of building cost, _ 7- / Z% lands" value for the next $250,000 and 1 % for the additional am over $500,000 in building construction COIL At Bus time, the value for the construction of ex sion (including phase 1 & 2 Is estimated at $ 1,900,000. The total x - Pan (in S P )' required e .. landscaping cost for the act to - ro a - I I III! I P g Pro] equals the following: .. ,on C�I I "• I I 3%of the Bret $250,000: $ 7,500 9ee9� 1- / (� 2%ofthe nextining$1.4 $ SA00 1% of the re next S2 0.000: 0.000: $ 151000 1 I 1 I _ _,.. Cj' 7 ,9 i w t'."„}` pERF)' a .. 99/.e7 f I 1 I Total Minimum I_andsca Required: $ 26,500 + a ', r � \ .� -elm-RAtx x I I I I I ( replacements as le _ 9 ` t I ,;,i,✓'� '�"'� �f'; - -- _ / !' / t f PROPOSED VALUE: 1>� - Ae eq required from 1999 plan) . -Fa�31 i 1fhE9PYL. I ° RO ° 99 51"t ! P Is 4 - Ia I I I f Replacement Tress: Provided 1;1 as shown on plan �.%' I » ;. .. - e - PA I I Proposed Tice Value: $ 11,900 °"� ,` ^\• F]C•'LykFRY / S-.m / ....., -, .� p 1 f I Proposed Shrub Value: a - N r Landsape Credit Value: $ 24,000 (12 trees x $2000 EA.) �.. / �'0w.,�,� ` .,� ,„ -• ._ - F.,h . \ _ w 4 _ ro 1 _ ti " I N/F PIZZAGALLI t IX CJ, ! I PROPERTIES; LLC TOTAL LANDSCAPE VALUE PROVIDED: $ 43,185 bY � w€ %� ti PARCfl 0940-000 v � � � � � s ., v r9G 9zr9r t 1 tl I LANDSCAPE NOTES I AS 1. THE NUMBER OF EACH INDIVIDUAL PLANT TYPE AND SEM IS PROVIDED IN THE PLANT LIST FOR CONTRACTORS CONVENIENCE ONLY. IF A DISCREPANCY EMSTS BETWEEN THE NUMBER OF PLANTS ON THE LIST AND THE NUMBER SHOWN ON THE DRAWING, THE GREATER NUMBER SHALL APPLY. I \ '•. ,.. ``•;, ,Ss' \-�"`� gg I 1 l ._ 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE OWNER OR THE OWNER'S REPRESENTATIVE PRIOR TO ARRIVAL ON SITE. IF TT♦E LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECS, ALL SUBSTITUTES t - m NEED TO BE APPROVED HY TBE LANDSCAPE ARCMECT AND THE CITY ARBORIST IN WRITING PRIOR TO IleCyr., C •- .-, 4 - Iv f- �)C1 •3 ORDERING. ak CONTRACTOR TO PLANT HONEY LOCUST IN LIEU OF GREEN ASH (PP) TREE PLANTINGS (1999 PLAN). /,'( •\� IX .F_ ! - Ca I( \ T()(�)i 4. ALL PLANT BEDS WILL HETOP-DRESSED WITH 3'SHRBDDED BARK MULC7i. drlfXl I \ ` a �� •�.,, S {°>'""y, "^.� xt" ca "". \ �, I I '� `, +4' !7 riQ T 5. THE CONTRACTOR SHALL LOCATE AND MARK ALL UTILITIES PRIOR TO PLANTING. ANY CONFLICTS BETWEEN Le ;f .,,.\ " PLANTING AND UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER SO THAT ALTERNATIVE PLANTING r - P i I a ` \ \ 000 LOCATIONS CAN BE DETERMINED. r - AS 996,41 \ ,1 \ 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PLANTS AGAINST DAMAGE FROM ON -GOING CONSTRUCTION. PROTECTION SHALL BEGIN AT THE TIME THE PLANT IS INSTALLED AND CONTINUE UNTIL FORMAL ACCEPTANCE OF ALL PLANTINGS. 7. ALL OTIINR AREAS NOT IDENTIFIED FOR HARDSCAPE IMPROVEMENTS OR PLANTINGS SHALL RECEIVE TOPSOIL AND SEED. CONTRACTOR IS ALSO RESPONSIBLE TO SEED ALL DISTURBED AREAS. SEE CIVIL. DRAWINGS FOR \'� y PROPOSED SURFACE TREATMENT OF SHALLOW INFILTRATION BASIN AND BIO-RETENTION AREAS. ".'I.:y .„`•• '. G. r , �` 1 iC, B. CONTINUOUS PLANTING FITS FILLED WITH PLANTING MIX IS REQUIRED IN ALL LANDSCAPE ISLANDS, TREE SHRUB, AND PERENNIAL. BED AREAS. S v r. 1 \ LANDSCAPE CREDIT KEY t Lc _r 995 fs s�9ss/ I \` 9. CONTRACTOR SHALL PROVIDE A 2-YEAR GUARANTEE ON ALL INSTALLED PLANT MATERIAL. STAGGERROWS t t TREE PLANTING DETAIL 51Na0L DESCRIPTION OF]PLANTS \ J O, ` F y I "+<�;.,� � LC -.... - 99562 ! _ PROPOSED 7RFE §SHRUB \ \ �`"5 \ I '•v:.:•� y o a LLMMrr \ "�.v PLANINGS A2YEALANDSCAPEGUARANTEECONTRACTORLL PROVIDE GROUNDCOVER SPACING DETAIL SHRUB ANTINGTEONAIYTRI9AND SHRUB PLANTINGS. 1:1 RFPUCEMENT PLANTINGS \ \ i/ .,,`"'x 1 _ -..�. __. G O, O O _ _ GUARANTEE PERIOD BEGINS POILawwO FOR PPoOR 19e9 APPROVAL \1{ 0 FINAL SIGN. TION OPTHE WORK AND �• �' o O FINAL SECT DURING BY I ER CONS APE UC TIMES K 82000 LANDSCAPE -_.� .� S I NOTE: ARCHITECT 77O DURING PHASE. CONSTROCIION '^ .. _ --,� �� ADMINI9TRATTONPHA98. �../ CREDIT FOR EXISTING OIhSfIE 8qo aoe ...._.. _._ .� REMOVE BURLAP ROPE AND WIRE TREESFROMAIL ROOT BALLS. PLANTI-2"ABOVE `.!y ADD BARK MULCH TO ALL TREE TRUNK FLARE - PLANT BIKE RACK (RELOCATED) A�° B MULCH3" MINEVIUM SFIREDDID "T `\\' `•••�:.� ,J ` AND 9EBtUB PLANTING AREAS. EXISTING OR FINISHED GRADE v-� .� "-�.. MIN.6" SAUCER ptt�I HMSTING OR FINISHED GRADE // ' ,_.`-._.... . _..... '�,_ /"' .-.. -•_ ._.._ ....... Y SHREDDED BARK MULCH LANDSCAPE NO -CREDIT \//\/\ PLANTING SOIL MIXTURE ��a?y�RSIA�O` ALL \� �\/ ONCE TTRREES IU S SHTIII• -PLACE \\a i EXISTING SOIL PARCELUN0940/L�CENTER.JNG.- ,- / sTMea PIR 011aN 2x f 1 / 3 _ ._ ._.. ._ C jp IC SCALE %\ j\ • \ ROOTBALL SIi9 DIRECTLY ON aeouxocDrExrLwrnas SHRUB PLANTING DETAIL ¢ryz 050 :a m a Po i\ \ UNDISTURBED SOIL PROP09E0 PERENNIALS k t / /� °`� ®* PROPOSED STONE BOULDERS �^ \ \ \/ , �\ i PLANTING S011. MIXTURE / ( IN FEET) HOLE- 3/f WIDTH OF-DALL -►{ AMEND AND ALL LANDSCAPE ISLANDS 1 inch 20 ft. WITH SLOPED SIDESES I WITH PLANTING SOIL MIXTURE 7 ENGINEERING VENTURES pC 208 FIrnArenue,5ude 2A Bollilylm, Vf 05401 tat. 802.863.6225 • tax 902863AN6 85 Merhanx Street 5uih 350A, Lebanon, NH 03756 VI W3 642.9333 • hx 601.4421331 waw.ea8lee"o-tour eso white+burke AV P6n,.A vVNA'rNrxTX11 �'IAa RS Issued for Construction - January 15, 2015 University-fVerniant MEDICAL CENTER REVISION PizGJECT NAVE ANL AO RE'3S UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy Drive, South Burlinaton, VT J o s e p h Architects 25 Cra ss ro od Waterbury, Vermont 0 5 6 7 6 Tel 802-244-5220 Landscape Plan TINS 1A 777 L1.1 4 #102 ' TIEK TO EMTING SITE K CRCuw tj , (YFT .AFQ REP.0ir"TING WALL T—1 FIXTURE WITH NEW `K' F)qM -INTERCEPT DOSTING. SITE REPLACE EXISTING. WALL MOUNTED TIE-IN TO D(15TI4 SITE i LQffM CIWUrr FOR NEW FIXTURES, FIXTURE WITH NEW V FD(TURE LGITING CIRCUIT PjII0VIDE NARDADLE AS NECESSARY TO q COMPLETE 1115TALLATON. VERIFY D(ArT LOCATION IN FIELD. x, 0105 (16 AM ARIIUN�170 .\ V 'x N I 'E�CTRICAL — SITE LIGHTING NEW WORK PLAN 4- ISSUED FOR CONSTRUCTION 1/15/15 'NL.CONSULTRVO, INC. . Njp.o."fflvMqww 8� " X IvIX-M60�AE21? 15TING WIRSE CALL MA5TER PANEL n-Aw ELECTRICAL PANELS ELECTRICAL DISTRIBUTION PANELS DRAWING. EI.13 EOSITING. FIRE ALARM PANEL. TO BE REPLACED WITH NEW IN SAME LOCATION. ALT #1 1 0 KEY PLAN 11 THE University-Nermont MEDICAL CENTER .111 VISION arvY WJAr AND ACJ RF&� UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 36 Joy Drive, South Bud,hgton, VT Joseph Architects 2 5 C ro s & ro a d Waterbury. Vermont 05676 Tel. a 02: 244:5220 F a x 8 0 2 8 0 6 1010 ELECT. - PHASE 1 & 2 SITE NEW WORK PLANS rl� 113U ES1.1 1 R A V It t ISSUED FOR CONSTRUCTION 1/15/15 n L.N. CONSULTING, INC. N PO.ea gjx mw. nb BMRVOTON, VTGHOb flld imPAX ffW)067626 i NURSE CALL MASTER PANEL /MAIN ELECTRICAL PANELS / -ELEC PANETRICAL DISTRIBUTION LS r DRAWIWG EI.13 E(ISTING FIRE ALARM PANEL. TO BE REPLACED WITH NEW IN SAME LOCATION, ALT.#1 KEY PLAN 0 Universit yot Vermont Mr-DICJ' L CENTER UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy Dnve, South Burlington, VT Joseph Architects 25 cross as Waterbury, Vermont 05678 Tel 802 244 5220 Fax 502 808 1010 ' Joe@j—phA hte.,, m SITE PHOTOMETRICS NEW WORK PLANS I GLCC. I RII.HL _ DI I C rHv I urlt I KIL,b rltW WUKK PLAN I'm20'-0' .-_- SLP-1.11 VALUES ARI;FC. SCAIL I'IN=20.01-C. HOR7 GRID (U).HOR"LCALC.7 0.0 CmWuted In ,,—d— with IES—n—lalion8 Steam" GROUP M3P: MA% AVE A" MIN MAXt%IIN If+1 0:14 IU.UI 1.13 8.28 77.08 Lumineiren Uu+d 'rVPE 11'rV .K ..__ TEST# DESCRIPTION I WPLED26N RAB LIGHTING, I, WPL.ED26N(WALL.PACK)- ALED26N(AREA EIGHrr.R)__._ CAST IIINNED METAL HOUSING. SIAC, CIRCUrr BOARD WITH 1 LEI), MOLD LAMPfi: ( 1' , 2412 LUMENS, BEST, . LLF - 0.90 Cb 10.00 M 3 VP-S-30N BEACONPRODUCTS, 30NB-70-T5QM. LAMPS:( 1) 219B NVS219BT 5K-LOT C43071-CL 6714 LUMENS. BIST: LXMG2203. LLF=083 ®20.00 MI IVPRS-30N BEACON LIGHTING. 3ONB 70-T3-SK, NICHIA DESIGN LENSFS FROM CORE LAMPS: (1 NV5219BT LOT C43071-CID28, 6422 LUMENS. REST: L%MG21W. iLF B83.20.00 M3 4Vp-S30N A6ACON PRGOU(TS,.3BNA-70-T4-5K, LAMPS:. 1) 219A 5K LA7' C43071,CID28, 6J34 LUMENS, 13LST: L%MG22(13, UI P.0.83 Q20.(10 v t `4te E� LOCAL - PARKING AREA P1411TOMETRIC5 NEW WORK PLAN ISSUED FOR CONSTRUCTION 1/15/15 L.N. CONSULTING, INC. PQ BOXRTI'lA 1FL:-(eY1)4fJ11J3 N V 9u9L--7uK VTOrKKSI]B F,Uf. /6L1)6fs-)6]B ENISTBJ6 WR5E CALL MA5TER PANEL 11AIN ELECTRICAL PANELS ELECTRICAL DISTRIBUTION PANE-5 DRAWING E1.13 EXISTING FIRE ALARM PANEL. TO BE REPLACED WITH MEN IN SAME LOCATION. ALT. 01 KEY PLAN University gfVermont M F D I C A L Cf-NTFR UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy Dnve. S-11, Buringmn. VT Joseph Architects 2 5 C r o s s- o a d Waterbury Vermont 05676 Tel 802 244 5220 Fax 802 806 1010 Joe pJ.,,An.h ,red, co n PARKING AREA PHOTOMETRICS NEW WORK PLANS SLP-1.12 southeru, 1 ° - 2" PLANNING & ZONING December 31, 2015 Re: #SP-15-80 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. Since/fly, / C— aymond J. Bela) Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com C NMA 11121 southfi- -•intou PLANNING & ZONING b Permit Number SP-- (office use only) APPLICATION FOR SITE PLAN REVIEW ❑✓ 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 #): University of Vermont Medical Center, Attn: Dave Keelty 199 Main Street, Suite 150, Burlington VT 05401 Tel: (802) 847-9588 Fax: (802) 847-1562 email: dave.keelty@vtmednet.org 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 465, Pg 699 3. APPLICANT (Name, mailing address, phone and fax #): (Same as above) 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Paul Simon, White + Burke Real Estate Investment Advisors 40 College Street, Suite 100, P.O. Box 1007, Burlington VT 05402 Tel: (802) 862-1225 xt 17 Fax: (802) 862-3601 4a. CONTACT EMAIL ADDRESS:: psimon@whiteandburke.com 5. PROJECT STREET ADDRESS: 35 Joy Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): D # 0940-00035 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): Request review and approval specific to traffic generation data and road impact fees as outlined in the attached narrative including on -site trip generation data collected between March 10, 2015 and March 19, 2015. b. Existing Uses on Property (including description and size of each separate use): Medical Office Use (Renal Dialysis) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Expansion of the same use. (Medical Office Use) Size of existing use to remain: 8,410sf. Size of new use: 5,534sf includes full build -out of Phase 1 and Phase 2. see #SP-15-03 d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing Building 8,410sf. Proposed building expansion 5,534sf New Total Building 13,944sf. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Height of existing building: 15'-0" to skylight ridge. Height of proposed building: 20'-4" (measured to top of rooftop equip) Number of floors: ONE (existing and proposed) f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 20 existing employees 21 proposed employees h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): none Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: #SP-15-03 Sq. Ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. 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: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC $ N/A see #SP-15-03 $ N/A see #SP-15-03 N/A -see prior approval #SP-15-03 a. P.M. Peak hour for entire property (In and out): 4:OOPM - 5:OOPM (19.17 trips in & out) 11. PEAK HOURS OF OPERATION: 9:30AM - 5:OOPM 12. PEAK DAYS OF OPERATION: Mondays, Wednesdays, and Fridays 13. ESTIMATED PROJECT COMPLETION DATE: December 2015 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 (I I" 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. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 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. SI NATURE OF APPLICA SIGNATURE OF PROPERTY' OWNER PRINT NAME ` l -;2 L)Vim Me- J-Gc. 1 G yam, Do not write below this line /S DATE OF SUBMISSION: 4 REVIEW AUTHORITY: Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete Yn7L Administrative Ofitcer D to The applicant orpermittee 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 white + burke REAL ESTATE INVESTMENT ADVISORS MEMORANDUM To: South Burlington Development Review Board From: Paul Simon, Project Manager Date: December 23, 2015 Re: Site Plan Review Application Submission for 35 Joy Drive Specific to Traffic Generation Data and Road Impact Fees Proicct Narrative Enclosed is Site Plan Review application for 35 Joy Drive, South Burlington, Vermont 05403. The applicant, University of Vermont Medical Center (UVMMC), is planning to construct a 5,534SF± building addition at their existing renal dialysis center located at 35 Joy Drive. Among the proposed improvements are a two phased building addition, modifications and redevelopment of an existing paved parking area, added sidewalks, utilities, stormwater management features consisting of a bio-retention facility an infiltration basin, and site landscaping improvements. The Development Review Board approved the 5,534SF addition and described site improvements on February 18, 2015. This subsequent review and application is specific to traffic generation data and road impact fees under the South Burlington Impact Fee Ordinance. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the use of the latest version of the ITE TRIP GENERATION manual is used as the baseline for the city regulations because it is considered to be an appropriate measurement of the traffic impacts of a particular use category. There are, however, situations when other traffic generation sources may be required by the regulations. Other sources may include local traffic generation studies conducted for the particular use. Local trip generation studies are required when: a) the particular land use is not covered by ITE; b) there are fewer than 4 data points (studies) in the ITE Trip Generation manual; or c) the size of the use falls outside the range of the Trip Generation data points. The proposed use falls under Land Use Code "630" for clinic use in the ITE manual. For this land use there is only one data point; thus according to the ordinance, a local study for trip end data is preferred. 40 College St., Suite 100 PO Box 1007 Burlington, VT 05402-1007 P: 802,862.1225 F: 802.862.3601 www.whiteandburke.com C Calculating Traffic Generation of the Proposed Use: We understand following a meeting with city staff on March 9, 2015, the existing 8,410sf clinic space includes a grandfathered number of Weekday P.M. Peak Hour (VTE) Vehicle Trip Ends assigned to the property. The assigned allowance for the existing facility includes 43.56 VTE's based on the ITE Trip Generation Manuel (9t") edition using Land Use Code "630" for Clinic Use. (5.18 x 8,410sf / 1000) The construction of both Phase 1 and Phase 2 will result in an increase of 5,534sf. For purposes of the expansion, and because of the lack of data points in the ITE Trip Generation manual, local traffic generation studies were conducted on six (6) weekdays beginning Tuesday March 10, 2015 through Thursday March 19, 2015 (see attachment) between the hours of 4-6PM. The results include the following: 1. Average P.M. peak hour was determined between 4-5PM. The majority of the trips entering and exiting the site between 4-6PM was during the first hour. 2. The average trips entering and exiting the site during the Weekday P.M. peak hour was calculated and equal to 19.17 trips. (8+17+12+28+29+21 = 115 / 6 days = 19.17) 3. The Weekday P.M. Peak Hour Trip Generation Rate (per 1,000 square feet gross floor area) was calculated and equal to 2.28 (19.17 / (8,410SF / 1,000 = 2.28) Based on the on -site traffic analysis concluded on March 19, 2015, and trip generation rate calculation, the total Vehicle Trip Ends for the entire facility with the full build out of Phase two, equal 31.79 VTE's. (2.28 x 13,944SF / 1000). Last, for the purpose of calculating road impact fees and recording the balance of VTE's credited toward any future expansion we provide the following data: 43.56 VTE's (grandfathered / assigned to the property prior to this application) - 31.79 VTE's (determined per on -site data for the entire 13,944SF facility) 11.77 VTE's (credited for any future expansion beyond 13,944SF) Because an 11.77 VTE credit remains for any future developments, there are no road impact fees for the 13,944 proposed expansion. Last, while the results of the traffic generation study in March 2015 concluded an average of 19.17 trips during the P.M. peak hour, the purpose of the proposed expansion includes training patients for home dialysis care. Following patient training, we suspect trips to the facility may decrease as home dialysis care increases. Page 2 of 3 I Summary: In summary, we request DRB review and approval of this application for the traffic generation calculation as determined above using on -site data in -lieu of the ITE Trip Generation Manual; and in accordance with the city land development regulations: Appendix B.2 "Calculating the Traffic Generation of the Proposed Use" "When Local Traffic Generation Studies are Required: subsection b) there are fewer than 4 data points (studies) in the ITE Trip Generation manual. Attachments: A: ITE Trip Generation Manual Wh) edition • Using Land Use Code "630" for Clinic use. • Results include only 1 data point < 4 as recommended in the city regulations with a high Weekday P.M. Peak Hour Trip Generation rate of 5.18 B: Traffic Studv Summary (bv Josenh Architects. LLC • Includes six (6) weekdays from March 10, 2015 through March 19, 2015. • Weekday studies conducted Tuesday, Wednesday and Thursday (2 consecutive weeks) • Results of study include Weekday P.M. Peak Hour Trip Generation rate of 2.28 as shown in the calculations above. C: Appendix B.2 Calculating the Traffic Generation (per city regulations) • B.2 Calculating the Traffic Generation of the Proposed Use When Local Traffic Generation Studies are required: Subsection b) when: there are fewer than 4 data points (studies) in the ITE Trip Generation manual. Page 3 of 3 APPENDIX B TRAFFIC GENERATION DATA and CALCULATION PROCEDURES B-1 B TRAFFIC GENERATION DATA and CALCULATION PROCEDURES B.1 Calculating the Maximum Allowable Traffic Generation (Traffic Budget) The maximum allowable traffic generation is a function of the specific Traffic Overlay District zone that the parcel is located in, a function of the type of connection (if the parcel is located in Zone 2), and a function of the size of the parcel. If, for instance, a parcel is located in Zone 2 along a high - volume roadway section, and it is proposed to be connected via a private driveway (case 2A), and the parcel has a total area of 60,000 square feet, the maximum allowable traffic generation is 60,000/40,000 X 20 equals 30 vehicle trips. If that same parcel would be connected to the high - volume roadway via a public road with a signalized intersection or a roundabout (case 2C) the maximum allowable traffic generation would be 60,000/40,000 X 30 equals 45 vehicle trips. The maximum allowable traffic generation refers to the number of vehicle trips generated during the afternoon (P.M.) peak hour of the adjacent street traffic, the highest continuous hour between 4 pm and 6 pm. The actual traffic generation of the proposed use as calculated per sections 62 and 63 below must not exceed the maximum allowable traffic generation —the traffic budget. B.2 Calculating the Traffic Generation of the Proposed Use To calculate the traffic generation of the proposed use the applicant must use the latest version of the ITE TRIP GENERATION manual (the 7th Edition of 2003 and subsequent editions). The ITE rates must be used whenever possible. The following are specific guidelines that need to be followed: Choice of Independent Variable: The independent variable is the characteristic of the proposed project that is used to estimate the project's traffic generation. For many uses the ITE manual gives a choice of independent variables that can be used. For instance, for office buildings one can use the gross building floor area or the number of employees as an independent variable. For the purposes of these land development regulations it is recommended that a primary measurement be used as the independent variable, not a derived measurement. For instance, for office buildings the floor area is a primary measurement, whereas the number of employees is generally an estimate based on the floor area. The independent variable should be easily verifiable and should be related to the land use type, not to the characteristics of the tenant/operator. The independent variable that relates to the size of the use and that is the best trip generation predictor for the PM Peak Hour of the Adjacent Street Traffic, One Hour between 4 PM and 6 PM, has to be used. See the ITE Trip Generation Handbook, an ITE Recommended Practice, March 2001, for more explanations and guidance. Use of Regression Equations or Average Rates: The ITE TRIP GENERATION manual gives weighted average trip generation rates for each use compiled in the manual. The use of average rates implies a linear relationship between the size of the use and traffic generation, i.e. traffic generation changes in direct proportion to its size. For some uses ITE also provides a regression equation that represents a non -linear curve that best fits the data. The use of the regression equation takes into consideration the fact that traffic generation is not always in direct proportion to the size of the use. The use of the regression equation is recommended when: a) a regression equation is South Burlington Land Development Regulations Effective September 24, 2013 APPENDIX B TRAFFIC GENERATION DATA and CALCULATION PROCEDURES B-2 provided, b) the independent variable is within the range of data given by ITE, and c) either, the data plot has at least 20 points (studies), or the coefficient of determination (Rz) is greater or equal to 0.75, and the standard deviation is greater than 110% of the weighted average rate. The use of weighted average rates is recommended when: a) there are at least 4 data points (studies), b) the independent variable is within the range of data given by ITE, c) the standard deviation is less or equal to 110% of the weighted average rate, and d) Rz<0.75 or no equation is provided. If ITE provides fewer than 4 data points the Development Review Board may require additional local traffic generation studies. Convenience Markets and Gasoline Providers: The ITE TRIP GENERATION manual has trip generation rates for several related uses: Land Use # 944 Gasoline/Service Stations; Land Use #945 Gasoline/Service Station with Convenience Market; Land Use #946 Gasoline/Service Station with Convenience Market and Car Wash; Land Use # 853 Convenience Market with Gasoline Pumps; and Land Uses # 851 and 852 for Convenience Markets. The difference between use 945 and use 853 is the primary purpose of the use. The primary business of Gasoline/Service Stations with Convenience Markets is the fueling of motor vehicles, although they may also have facilities for servicing and repairing motor vehicles. Generally these uses are operated by gasoline companies. For Convenience Markets with Gasoline Pumps the primary business is the selling of convenience items. Generally they are operated by companies other than gasoline companies. For Convenience Markets with Gasoline Pumps (Use # 853) ITE gives PM peak hour generation rates for two independent variables: Vehicle Fueling Positions and 1000 SF Gross Floor Area. Only average rates are given for these two variables. The Gross Floor Area has a slightly lower standard deviation (58% of the average as compared to 65% for the Vehicle Fueling Positions), and is therefore the recommended variable for this use. This is also logical because the sale of convenience items is the primary business of this use. For Gasoline/Service Stations with Convenience Markets the opposite is true: the Vehicle Fueling Positions is the recommended variable. In some cases the Development Review Board may require the use of more than one independent variable. In such cases the applicant shall use the worst -case calculation. When Local Traffic Generation Studies are Required: The use of ITE Trip Generation rates as the baseline for these regulations is mandatory because it is considered to be an appropriate measurement of the traffic impacts of a particular use category. There are, however, situations when other traffic generation sources may be required. Other sources may include professionally conducted traffic generation studies not included in the ITE TRIP GENERATION manual or local trip generation studies conducted for the particular use. Local trip generation studies are required when: a) the particular land use is not covered by ITE; b) there are fewer than 4 data points (studies) in the ITE TRIP GENERATION manual; or c) the size of the use falls outside the range of the TRIP GENERATION data points. Four data points are suggested as a minimum for the purposes of this zoning code. If ITE provides only two data points, the Development Review Board may require traffic generation studies at two additional sites. Daily Traffic Variation: Typically traffic generation rates are for an average weekday, and are collected on a Tuesday through Thursday. If a use has a regular peak on Fridays (such as shopping centers) the Friday rate needs to be taken into consideration. The procedures given in the ITE manual and handbook should be followed. South Burlington Land Development Regulations Effective September 24, 2013 JOSEPH ARCHITECTS, LLC Architecture, Planning, & Sustainable Design UVMMC Joy Drive Traffic Counts — Week 1 — 4:00 to 6:00 pm 3/10/15 Total Day = 13 1 3/11/15 Total Day = 21 1 3/12/15 Total Day = 25 Peak Hour = 8 Peak Hour = 17 Peak Hour = 13 Time Entering Site Exiting Site Time Entering Site Exiting Site Time Entering Site Exiting Site 4:00 1 4:00 1 1 4:01 1 4:01 2 4:02 1 4:06 1 4:10 2 4:04 1 4:09 1 4:11 1 4:05 1 4:11 1 1 4:25 1 1 4:09 1 4:13 1 4:57 1 4:10 1 1 4:17 1 Subtotal 3 5 4:11 1 1 4:19 1 4:14 1 4:21 1 5:01 1 4:20 1 1 4:23 1 5:34 1 4:23 1 4:32 1 5:44 1 4:26 1 4:33 1 5:56 1 4:29 1 4:35 1 6:00 1 4:40 1 4:51 1 5:03 1 Subtotal 5 12 5:11 1 1 5:21 1 1 5:10 1 5:22 1 1 5:23 1 5:25 1 5:32 1 5:26 1 5:44 1 5:28 1 5:54 1 5:57 1 6:00 1 Subtota 1 5 8 Total 1 4 9 Total 6 15 Total 1 6 19 Note: All traffic entering the site turned left off of Joy Drive. All traffic exiting the site turned right onto Joy Drive. This was consistent for all days on site. Bold type indicates heaviest 1 hour period per day. 25 Crossroad - Waterbury, Vermont 05676 • T. 802.244.5220 - F. 802.806.1010 • W. josepharchitects.com March 20, 2015 UVMMC Joy Drive Traffic Counts — Week 2 — 4:00 to 6:00 pm 3/17/15 Total Day = 36 3/18/15 Total Day = 34 3/19/15 Total Day = 24 Peak Hour = 28 Peak Hour = 29 Peak Hour = 21 Time Entering Site Exiting Site Time Entering Site Exiting Site Time Entering Site Exiting Site 4:00 2 4:02 1 4:03 1 4:02 1 4:03 1 4:05 1 4:03 1 1 4:04 2 4:06 1 4:OS 1 4:05 2 4:07 1 4:06 1 1 4:06 1 4:09 1 4:07 1 4:11 1 4:10 1 4:09 1 4:14 1 4:11 1 4:10 1 4:16 1 4:14 1 1 4:11 1 4:17 2 4:18 1 4:12 1 4:18 1 4:19 1 4:15 2 4:19 2 4:23 1 4:16 1 4:20 1 4:30 1 4:17 1 4:21 1 4:34 1 4:18 1 1 4:25 1 4:35 1 1 4:20 1 4:26 1 1 4:36 1 4:24 1 1 4:28 1 4:40 1 4:25 1 4:29 1 4:43 1 4:34 1 4:32 1 4:46 1 4:35 1 4:42 1 4:51 1 4:43 2 4:43 1 Subtotal 2 19 4:47 1 4:44 1 4:49 1 1 4:51 1 5:37 1 4:59 1 4:S2 1 5:49 1 Subtotal 7 21 4:53 1 6:00 1 Subtotal 7 22 5:06 1 5:27 1 5:02 1 5:28 1 5:05 1 5:47 1 5:37 1 5:50 1 5:46 1 5.52 1 5:51 1 5:54 1 6:00 1 Total 9 27 Total 7 27 Total 3 21 25 Crossroad -Waterbury, Vermont 05676 - T. 802.244.5220 • F. 802.806.1010 - W. josepharchitects.com Land Use: 630 Clinic Independent Variables with One Observation The following trip generation data are for independent variables with only one observation. This information is shown in this table only; there are no related plots for these data. Users are cautioned to use data with care because of the small sample size. Trip Size of Generation Independent Number of Independent Variable Rate yaripble Stuoie Directional Distribution Full -Time Doctors Weekday A.M. Peak Hour 3.60 5 1 50% entering, 50% exiting of Generator l,uuu square rt:t::L 1.21 UDa I -I -- 1 Not available Weekday P.M. Peak Hour 5.18 64 of Adjacent Street Traffic Saturday 13.54 161 1 50% entering, 50% exiting Sunday 24.10 161 1 50% entering, 50% exiting Trip Generation, 9th Edition • Institute of Transportation Engineers 1237 I- south . PLANNING & ZONING April 16, 2015 Re: #SP-15-12 — 35 Joy Drive Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) mnnthc If you have any questions, please contact me. S&aynd i . Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 6423 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: Paul Boisvert <paulb@engineeringventures.com> Sent: Tuesday, April 14, 2015 4:18 PM To: ray Cc: Irving, Peter A. Subject: FW: UVMMC Renal Dialysis - HydoCAD model Attachments: UVMMC Joy Drive SWM Model -to SB- 4-6-15.hcp; 14434 -25-YR Routing for City of SB.pdf Ray, Just in case this got lost. The pdf has the 25 year storm output. The second file is the HydroCAD model. I'm not sure if you need that, but Tom D. may be keeping a overall watershed model going in that software. Paul M. Boisvert, PE, LEED AP Senior Engineer / Principal ENGINEERING VENTURES do 208 Flynn Avenue, Suite 2A Burlington, VT 05401 T:802-863-6225 • F:802-863-6306 From: Paul Boisvert Sent: Monday, April 06, 2015 11:56 AM To: Ray Belair Cc: Paul Simon (psimon@whiteandburke.com) (psimon@whiteandburke.com); Hillman, David L. Subject: UVMMC Renal Dialysis - HydoCAD model Ray, Attached is a copy of the HydroCAD model for the Joy Drive project, along with a pdf generated for the 25 year design storm. I belive that you have a pdf already, but not the actual model. Paul M. Boisvert, PE, LEED AP Senior Engineer / Principal ENGINEERING VENTURES Pc 208 Flynn Avenue, Suite 2A Burlington, VT 05401 T:802-863-6225 • F:802-863-6306 south r 1-w-1 i gtou PLANNING & ZONING Permit Number SP- (office use only) APPLICATION FOR SITE PLAN REVIEW El Administrative El 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 ft University of Vermont Medical Center, Attn: Dave Keelty 199 Main Street, Suite 150, Burlington VT 05401 Tel: (802) 847-9588 Fax: (802) 847-1562 email: dave.keelty@vtmednet.org 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 465, Fig 699 3. APPLICANT (Name, mailing address, phone and fax ft (Same as above) 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Paul Simon, White + Burke Real Estate Investment Advisors 40 College Street, Suite 100, P.O. Box 1007, Burlington VT 05402 Tel: (802) 862-1225 xt 17 Fax: (802) 862-3601 4a. CONTACT EMAIL ADDRESS:: psimon@whiteandburke.com 5. PROJECT STREET ADDRESS: 35 Joy Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): ID # 0940-00035 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): Request review and approval specific to traffic generation data and road impact fees as outlined in the attached narrative including on -site trip generation data collected between March 10, 2015 and March 19, 2015. b. Existing Uses on Property (including description and size of each separate use): Medical Office Use (Renal Dialysis) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Expansion of the same use. (Medical Office Use) Size of existing use to remain: 8,410sf. Size of new use: 5,534sf includes full build -out of Phase 1 and Phase 2. see #SP-15-03 d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing Building 8,410sf. Proposed building expansion 5,534sf New Total Building 13,944sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Height of existing building: 15'-0" to skylight ridge. Height of proposed building: 20'-4" (measured to top of rooftop equip) Number of floors: ONE (existing and proposed) f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 20 existing employees 21 proposed employees h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): none Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: #SP-15-03 Sq. Ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. 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: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC $ N/A see #SP-15-03 $ N/A see #SP-15-03 N/A -see prior approval #SP-15-03 a. P.M. Peak hour for entire property (In and out): 4:OOPM - 5:OOPM (19.17 trips in & out) 11. PEAK HOURS OF OPERATION: 9:30AM - 5:OOPM 12. PEAK DAYS OF OPERATION: Mondays, Wednesdays, and Fridays 13. ESTIMATED PROJECT COMPLETION DATE: October 2015 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 (I V 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. CD 1 Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 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. SI NATURE OF APPLICA SIGNATURE OF PROPERTY' OWNER Do not write below this line DATE OF SUBMISSION: PRINT NAME 0 vtm 1' c d- 'IC. REVIEW AUTHORITY: Ell'Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete omplete Officer Date 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 ray From: Paul Boisvert <paulb@engineeringventures.com> Sent: Wednesday, April 08, 2015 2:48 PM To: Doug Brent Cc: Terry Francis; Paul Simon (psimon@whiteandburke.com) (psimon@whiteandburke.com); ray Subject: RE: UVMMC Renal Dialysis - Fire Truck Access Thank you Doug. Ray, I requested comments from Chief Brent in response to condition 7 of the 2/18/15 DRB decision. If you need anything else, please let me know. Paul M. Boisvert, PE, LEED AP Senior Engineer / Principal EN NEERIN-n VENTURES Pc 208 Flynn Avenue, Suite 2A Burlington, VT 05401 T:802-863-6225 • F:802-863-6306 From: Doug Brent [mailto:dbrent@sburl.com] Sent: Wednesday, April 08, 2015 2:39 PM To: Paul Boisvert Cc: Terry Francis Subject: RE: UVMMC Renal Dialysis - Fire Truck Access Paul - This should be correct. I have spoken with Fire Marshal Francis and we agreed that this should be ok. They had talked to him about some temporary changes with the lot to accommodate the construction but the finished product should be fine on completion. Doug Brent Fire Chief From: Paul Boisvert [paulb@engineeringventures.com] Sent: Monday, April 06, 2015 11:52 AM To: Doug Brent Cc: Paul Simon (psimon(&whiteandburke.com) (psimon(&whiteandburke.com); ray Subject: UVMMC Renal Dialysis - Fire Truck Access Good morning Chief Brent, In mid -February, you and I discussed fire access for the existing Renal Dialysis building on Joy Drive and plans for building expansion. During that call, we discussed that a WB-40 single unit truck is the design vehicle for new projects (not negotiable). You also indicated that as an existing site, the current configuration would remain acceptable as long as the island configuration remained unchanged. At least that is what I have in my notes. Can you confirm or correct? Paul M. Boisvert, PE, LEED AP Senior Engineer / Principal ENGINEERI�M VENTURES Pc 208 Flynn Avenue, Suite 2A Burlington, VT 05401 T:802-863-6225 • F:802-863-6306 71) 6b cam% �-�� , y vyv lfi(XlrG 5 j �a. a� MtAical-Dental Office Bui,Jing (720) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 43 Average 1000 Sq. Feet GFA: 31 Directional Distribution: ' 28% entering, 72% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 3.57 0.97 - 8.86 2.47 Data Plot and Equation 400 300 x , X �. X;X X -- ............................ .... ...... ... ... ... X, X X X ; ; ; ; X X X X X X ; ; ; : ; ; ; X X :X X XX X X : X X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Fitted Curve Equation: Ln(T) = 0.90 Ln(X) + 1.53 Average Rate R2 = 0.77 Trip Generation, 9th Edition 0 Institute of Transportation Engineers ray From: Paul Simon <psimon@whiteandburke.com> Sent: Monday, April 06, 2015 12:01 PM To: Paul Boisvert Cc: ray; Hillman, David L. Subject: Re: UVMMC Renal Dialysis - HydoCAD model Ray, Paul Boisvert is providing this information to satisfy the following DRB condition as indicated in #SP-15-03: 6. Prior to permit issuance, the applicant shall submit modeling for the 25 year storm vevent to the Administrative Officer. Thanks, Paul Simon On Mon, Apr 6, 2015 at 11:56 AM, Paul Boisvert <paulbken ineeringventures.com> wrote: Ray, Attached is a copy of the HydroCAD model for the Joy Drive project, along with a pdf generated for the 25 year design storm. I belive that you have a pdf already, but not the actual model. Paul M. Boisvert, PE, LEED AP Senior Engineer / Principal VENTURES ENGINEERING VENTURES ac 208 Flynn Avenue, Suite 2A Burlington, VT 05401 T:802-863-6225 • F:802-863-6306 1 White + Burke Real Estate Investment Advisors, Inc. Founded1990 Paul Simon Senior Project Manager 40 College Street, Suite 100 PO Box 1007 Burlington, VT 05402-1007 P: 802-862-1225 x17 F: 802-862-3601 www.whiteandburke.com The contents of this e-mail message and any attachments are confidential and are intended solely for the addressee. The information may also be legally privileged. This transmission is sent in trust, for the sole purpose of delivery to the intended recipient. If you have received this transmission in error, any use, reproduction or dissemination of this transmission is strictly prohibited. If you are not the intended recipient, please immediately notify the sender by reply e-mail or phone and delete this message and its attachments, if any. Before printing this email, please think about the environment. ray From: Paul Boisvert <paulb@engineeringventures.com> Sent: Monday, April 06, 2015 11:56 AM To: ray Cc: Paul Simon (psimon@whiteandburke.com) (psimon@whiteandburke.com); Hillman, David L. Subject: UVMMC Renal Dialysis - HydoCAD model Attachments: UVMMC Joy Drive SWM Model -to SB- 4-6-15.hcp; 14434 -25-YR Routing for City of SB.pdf Ray, Attached is a copy of the HydroCAD model for the Joy Drive project, along with a pdf generated for the 25 year design storm. I belive that you have a pdf already, but not the actual model. Paul M. Boisvert, PE, LEED AP Senior Engineer / Principal ENGINEERING VENTURES pc 208 Flynn Avenue, Suite 2A Burlington, VT 05401 T:802-863-6225 • F:802-863-6306 1 Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Fire Impact Fees: Value of New Construction: Type of Use Ind ustrial/Manufacturing ___ Engineering & Research General Office _ Medical Office General Retail Auto Service Facilitv Flder Care Facilitv I South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2o16 35Joy Drive UVM Medical Center 1 $26,350.801 Type of Construction Fireproofed Steel Skeleton or Reinforced Concrete 566 588 5123 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: Road Impact Fee PM Peak Hour VTEs Past payments credit: Future payments credit: SF Masonry or Concrete Bearing S69 S96 _ 5113 S71 SS4 S84 S74 SF Wood Frame Structure S65 S93 5110 S69 S51 S81 S72 SF Pre -Fab Steel Structure' S64 588 5104 S67 S41 578 S72 5-514 1 $736,022 $1, 840,055 $1,282,900 $1,116.12 $2,018,922.00 $0.00 $1,109.55 $0.00 _1111Y 28.97 $2,325.22 $868.14 SF j South Burlington Planning Zoning ► New Non -Residential Construction Impact Fees Project Completed by April 1, 2016 OTHER CREDITS: NET ROAD IMPACT FEE $25,772.59 Police Impact Fee Square Feet of New Structure or Addition Base Fee: Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed Existing 4+ Family Structures to be removed Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 5534 $1,315.76 1 $0.00 1 $0.00 1282900 $602.96 $841,168.00 $134.59 $578.21 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use Industrial/Manufa EngineerinF(G 0 ice Medical General Auto Elderly Motels cturin g g and eal ner) Office Retail Service Care Fire roofed Steel Sketloton or p $76 $100 $141 $152 $96 NA $117 NA Reinforced Concrete Structure 5,534 SF $56 $79 $110 $129 $81 $62 $96 $85 Masonry or Concrete Bearing Wall Structure SF $53 $74 $106 $126 $79 1 $58 $93 $82 Wood Frame Structure SF $53 $73 $101 $119 $77 $47 $89 $82 Pre -Fab Steel Structure SF 04/03/2015 C�-y of South Burlington Grand L-Lst Page 1 of 1 01:57 pm Parcel Report ray For Parcel: 0940-00035. FLETCHER ALLEN HEALTH CARE INC Name FLETCHER ALLEN HEALTH CARE INC MCHV CAMPUS FLETCHER 231 111 COLCHESTER AVE BURLINGTON VT 05401 Location 911 35 JOY DR Tax Map 30-036-000 Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 2.02 Real Land Building Equipment Inventory Values: 1,282,900 464,500 818,400 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Egpm Land Use Amt Prev. Real 0 0.00 0 0.00 1,282,900 Housesite Special Exmp Grand List 0.00 0.00 0.00 Misc: Status: N Bill #: 52655 Updated: 06/11/2014 Last sale was: Invalid on 11/01/1999 for $1970054 recorded on 465/699 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150241000 (8) : N (9): 05/22/01 SPAN: 600-188-12192 ray From: Justin Rabidoux Sent: Friday, April 03, 2015 12:41 PM To: ray Subject: 35 Joy Drive - Site Plan Traffic Review Ray, I have reviewed the trip generation information provided by Paul Simon (dated March 25, 2015) provided on behalf of the UVM Medical Center and agree with his methodology and fnidings. Further, the ITE Land Use Code 630 (Clinic) is an appropriate starting point for this land use. Please let me know if you have any questions. Justin Rabidoux Director of Public Works/City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)658-7961 irabidoux@sburl.com www.sburl.com Twitter: twitter.com/sbpubworks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. r white + burke REAL ESTATE INVESTMENT ADVISORS MEMORANDUM To: South Burlington Development Review Board From: Paul Simon, Project Manager Date: March 25, 2015 Re: Site Plan Review Application Submission for 35 Joy Drive Specific to Traffic Generation Data and Road Impact Fees Pro-ect Narrative Enclosed is Site Plan Review application for 35 Joy Drive, South Burlington, Vermont 05403. The applicant, University of Vermont Medical Center (UVMMC), is planning to construct a 5,534SF± building addition at their existing renal dialysis center located at 35 Joy Drive. Among the proposed improvements are a two phased building addition, modifications and redevelopment of an existing paved parking area, added sidewalks, utilities, stormwater management features consisting of a bio-retention facility an infiltration basin, and site landscaping improvements. The Development Review Board approved the 5,534SF addition and described site improvements on February 18, 2015. This subsequent review and application is specific to traffic generation data and road impact fees under the South Burlington Impact Fee Ordinance. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the use of the latest version of the ITE TRIP GENERATION manual is used as the baseline for the city regulations because it is considered to be an appropriate measurement of the traffic impacts of a particular use category. There are, however, situations when other traffic generation sources may be required by the regulations. Other sources may include local traffic generation studies conducted for the particular use. Local trip generation studies are required when: a) the particular land use is not covered by ITE; b) there are fewer than 4 data points (studies) in the ITE Trip Generation manual; or c) the size of the use falls outside the range of the Trip Generation data points. The proposed use falls under Land Use Code "630" for clinic use in the ITE manual. For this land use there is only one data point; thus according to the ordinance, a local study for trip end data is preferred. 40 College St., Suite 100 PO Box 1007 Burlington, VT 05402-1007 P: 802.862.1225 F: 802,862.3601 www.whiteandburke.com Calculating Traffic Generation of the Proposed Use: We understand following a meeting with city staff on March 9, 2015, the existing 8,410sf clinic space includes a grandfathered number of Weekday P.M. Peak Hour (VTE) Vehicle Trip Ends assigned to the property. The assigned allowance for the existing facility includes 43.56 VTE's based on the ITE Trip Generation Manuel (9th) edition using Land Use Code "630" for Clinic Use. (5.18 x 8,410sf / 1000) The construction of both Phase 1 and Phase 2 will result in an increase of 5,534sf. For purposes of the expansion, and because of the lack of data points in the ITE Trip Generation manual, local traffic generation studies were conducted on six (6) weekdays beginning Tuesday March 10, 2015 through Thursday March 19, 2015 (see attachment) between the hours of 4-6PM. The results include the following: l . Average P.M. peak hour was determined between 4-5PM. The majority of the trips entering and exiting the site between 4-6PM was during the first hour. 2. The average trips entering and exiting the site during the Weekday P.M. peak hour was calculated and equal to 19.17 trips. (8+17+12+28+29+21 = 115 / 6 days = 19.17) 3. The Weekday P.M. Peak Hour Trip Generation Rate (per 1,000 square feet gross floor area) was calculated and equal to 2.28 (19.17 / (8,410SF / 1,000 = 2.28) Based on the on -site traffic analysis concluded on March 19, 2015, and trip generation rate calculation, the total Vehicle Trip Ends for the entire facility with the full build out of Phase two, equal 31.79 VTE's. (2.28 x 13,944SF / 1000). Last, for the purpose of calculating road impact fees and recording the balance of VTE's credited toward any future expansion we provide the following data: 43.56 VTE's (grandfathered / assigned to the property prior to this application) - 31.79 VTE's (determined per on -site data for the entire 13,944SF facility) 11.77 VTE's (credited for any future expansion beyond 13,944SF) Because an 11.77 VTE credit remains for any future developments, there are no road impact fees for the 13,944 proposed expansion. Last, while the results of the traffic generation study in March 2015 concluded an average of 19.17 trips during the P.M. peak hour, the purpose of the proposed expansion includes training patients for home dialysis care. Following patient training, we suspect trips to the facility may decrease as home dialysis care increases. Page 2 of 3 Summary: In summary, we request DRB review and approval of this application for the traffic generation calculation as determined above using on -site data in -lieu of the ITE Trip Generation Manual; and in accordance with the city land development regulations: Appendix B.2 "Calculating the Traffic Generation of the Proposed Use" "When Local Traffic Generation Studies are Required: subsection b) there are fewer than 4 data points (studies) in the ITE Trip Generation manual. Attachments: A: ITE Trip Generation Manual (0) edition • Using Land Use Code "630" for Clinic use. • Results include only 1 data point < 4 as recommended in the city regulations with a high Weekday P.M. Peak Hour Trip Generation rate of 5.18 B: Traffic Studv Summary (bv Josenh Architects. LLC • Includes six (6) weekdays from March 10, 2015 through March 19, 2015. • Weekday studies conducted Tuesday, Wednesday and Thursday (2 consecutive weeks) • Results of study include Weekday P.M. Peak Hour Trip Generation rate of 2.28 as shown in the calculations above. C: Appendix B.2 Calculating the Traffic Generation (per city regulations) • B.2 Calculating the Traffic Generation of the Proposed Use When Local Traffic Generation Studies are required: Subsection b) when: there are fewer than 4 data points (studies) in the ITE Trip Generation manual. Page 3 of 3 Land Use: 630 Clinic Independent Variables with One Observation The following trip generation data are for independent variables with only one observation. This information is shown in this table only; there are no related plots for these data. Users are cautioned to use data with care because of the small sample size. Trip Size of Generation Independent Number of Independent Variable Rate Variable Studies Directional Distribution Full -Time Doctors Weekday A.M. Peak Hour 3.60 5 1 50% entering, 50%exiting of Generator 1,000 Square Feet Gross Floor Area Weekday P.M. Peak Hour 5.18 64 1 Not;avalableof Adjacent Street TrafficSaturday 13.54 161 1 50ering, 50% exiting Sunday 24.10 161 1 50% entering, 50% exiting Trip Generation, 9th Edition 9 Institute of Transportation Engineers 1237 JOSEPH ARCHITECTS, LLC Architecture, Planning, & Sustainable Design LJVMMC Joy Drive Traffic Counts — Week 1— 4:00 to 6:00 pm 3/10/15 Total Day = 13 3/11/15 Total Day = 21 3/12/15 Total Day = 25 Peak Hour = 8 Peak Hour =17 Peak Hour = 13 Time Entering Site Exiting Site Time Entering Site Exiting Site Time Entering Site Exiting Site 4:00 1 4:00 1 1 4:01 1 4:01 2 4:02 1 4:06 1 4:10 2 4:04 1 4:09 1 4:11 1 4:05 1 1 4:11 1 4:25 1 4:09 1 4:13 1 4:57 1 4:10 1 1 4:17 1 Subtotal 3 5 4:11 1 1 4:19 1 4:14 1 4:21 1 5:01 1 4:20 1 4:23 1 5:34 1 4:23 1 1 4:32 1 5:44 1 4:26 1 4:33 1 5:56 1 4:29 1 4:35 1 6:00 1 4:40 1 4:51 1 5:03 1 Subtotal 5 12 5:11 1 1 1 5:21 1 1 5:10 1 5:22 1 1 5:23 1 5:25 1 5:32 1 5:26 1 5:44 1 5:28 1 5:54 1 5:57 1 6:00 1 Subtotal 5 8 Total 1 4 9 Total 6 15 Total 6 19 Note: All traffic entering the site turned left off of Joy Drive. All traffic exiting the site turned right onto Joy Drive. This was consistent for all days on site. Bold type indicates heaviest 1 hour period per day. 25 Crossroad • Waterbury, Vermont 05676 - T. 802.244.5220 • F. 802.806. 10 10 - W. josepharchitects.com March 20, 2015 UVMMC Joy Drive Traffic Counts — Week 2 — 4:00 to 6:00 pm 3/17/15 Total Day = 36 3/18/15 Total Day = 34 3/19/15 Total Day = 24 Peak Hour = 28 Peak Hour = 29 Peak Hour = 21 Time Entering Site Exiting Site Time Entering Site Exiting Site Time Entering Site Exiting Site 4:00 2 4:02 1 4:03 1 4:02 1 4:03 1 4:05 1 4:03 1 1 4:04 2 4:06 1 4:05 1 4:05 2 4:07 1 4:06 1 4:06 1 4:09 1 4:07 1 4:11 1 4:10 1 4:09 1 4:14 1 4:11 1 4:10 1 4:16 1 4:14 1 1 4:11 1 4:17 2 4:18 1 4:12 1 4:18 1 4:19 1 4:15 2 4:19 2 4:23 1 4:16 1 4:20 1 4:30 1 4:17 1 4:21 1 4:34 1 4:18 1 1 1 4:25 1 1 4:35 1 1 4:20 1 4:26 1 1 4:36 1 4:24 1 4:28 1 4:40 1 4:25 1 4:29 1 4:43 1 4:34 1 4:32 1 4:46 1 4:35 1 4:42 1 4:51 1 4:43 2 4:43 1 Subtotal 2 19 4:47 1 4:44 1 4:49 1 4:51 1 5:37 1 4:59 1 4:52 1 5:49 1 Subtotal 7 21 4:53 1 6:00 1 Subtotal 7 22 5:06 1 5:27 1 5:02 1 5:28 1 5:05 1 5:47 1 5:37 1 5:50 1 5:46 1 5.52 1 5:51 1 5:54 1 1 1 6:00 1 Total 9 27 1 Total 7 27 Total 3 21 25 Crossroad - Waterbury, Vermont 05676 • T. 802.244.5220 - F. 802.806.1010 - W. josepharchitects.com APPENDIX B TRAFFIC GENERATION DATA and CALCULATION PROCEDURES B-1 B TRAFFIC GENERATION DATA and CALCULATION PROCEDURES B.1 Calculating the Maximum Allowable Traffic Generation (Traffic Budget) The maximum allowable traffic generation is a function of the specific Traffic Overlay District zone that the parcel is located in, a function of the type of connection (if the parcel is located in Zone 2), and a function of the size of the parcel. If, for instance, a parcel is located in Zone 2 along a high - volume roadway section, and it is proposed to be connected via a private driveway (case 2A), and the parcel has a total area of 60,000 square feet, the maximum allowable traffic generation is 60,000/40,000 X 20 equals 30 vehicle trips. If that same parcel would be connected to the high - volume roadway via a public road with a signalized intersection or a roundabout (case 2C) the maximum allowable traffic generation would be 60,000/40,000 X 30 equals 45 vehicle trips. The maximum allowable traffic generation refers to the number of vehicle trips generated during the afternoon (P.M.) peak hour of the adjacent street traffic, the highest continuous hour between 4 pm and 6 pm. The actual traffic generation of the proposed use as calculated per sections B2 and B3 below must not exceed the maximum allowable traffic generation — the traffic budget. B.2 Calculating the Traffic Generation Of the r'rv}iused Use To calculate the traffic generation of the proposed use the applicant must use the latest version of the ITE TRIP GENERATION manual (the 7th Edition of 2003 and subsequent editions). The ITE rates must be used whenever possible. The following are specific guidelines that need to be followed: Choice of Independent Variable: The independent variable is the characteristic of the proposed project that is used to estimate the project's traffic generation. For many uses the ITE manual gives a choice of independent variables that can be used. For instance, for office buildings one can use the gross building floor area or the number of employees as an independent variable. For the purposes of these land development regulations it is recommended that a primary measurement be used as the independent variable, not a derived measurement. For instance, for office buildings the floor area is a primary measurement, whereas the number of employees is generally an estimate based on the floor area. The independent variable should be easily verifiable and should be related to the land use type, not to the characteristics of the tenant/operator. The independent variable that relates to the size of the use and that is the best trip generation predictor for the PM Peak Hour of the Adjacent Street Traffic, One Hour between 4 PM and 6 PM, has to be used. See the ITE Trip Generation Handbook, an ITE Recommended Practice, March 2001, for more explanations and guidance. Use of Regression Equations or Average Rates: The ITE TRIP GENERATION manual gives weighted average trip generation rates for each use compiled in the manual. The use of average rates implies a linear relationship between the size of the use and traffic generation, i.e. traffic generation changes in direct proportion to its size. For some uses ITE also provides a regression equation that represents a non -linear curve that best fits the data. The use of the regression equation takes into consideration the fact that traffic generation is not always in direct proportion to the size of the use. The use of the regression equation is recommended when: a) a regression equation is South Burlington Land Development Regulations Effective September 24, 2013 APPENDIX B TRAFFIC GENERATION DATA and CALCULATION PROCEDURES B-2 provided, b) the independent variable is within the range of data given by ITE, and c) either, the data plot has at least 20 points (studies), or the coefficient of determination (Rz) is greater or equal to 0.75, and the standard deviation is greater than 110% of the weighted average rate. The use of weighted average rates is recommended when: a) there are at least 4 data points (studies), b) the independent variable is within the range of data given by ITE, c) the standard deviation is less or equal to 110% of the weighted average rate, and d) Rz<0.75 or no equation is provided. If ITE provides fewer than 4 data points the Development Review Board may require additional local traffic generation studies. Convenience Markets and Gasoline Providers: The ITE TRIP GENERATION manual has trip generation rates for several related uses: Land Use # 944 Gasoline/Service Stations; Land Use #945 Gasoline/Service Station with Convenience Market; Land Use #946 Gasoline/Service Station with Convenience Market and Car Wash; Land Use # 853 Convenience Market with Gasoline Pumps; and Land Uses # 851 and 852 for Convenience Markets. The difference between use 945 and use 853 is the primary purpose of the use. The primary business of Gasoline/Service Stations with Convenience Markets is the fueling of motor vehicles, although they may also have facilities for servicing and repairing motor vehicles. Generally these uses are operated by gasoline companies. For Convenience Markets with Gasoline Pumps the primary business is the selling of convenience items. Generally they are operated by companies other than gasoline companies. For Convenience Markets with Gasoline Pumps (Use # 853) iTE gives PM peak hour generation rates for two independent variables: Vehicle Fueling Positions and 1000 SF Gross Floor Area. Only average rates are given for these two variables. The Gross Floor Area has a slightly lower standard deviation (58% of the average as compared to 65% for the Vehicle Fueling Positions), and is therefore the recommended variable for this use. This is also logical because the sale of convenience items is the primary business of this use. For Gasoline/Service Stations with Convenience Markets the opposite is true: the Vehicle Fueling Positions is the recommended variable. In some cases the Development Review Board may require the use of more than one independent variable. In such cases the applicant shall use the worst -case calculation. When Local Traffic Generation Studies are Required: The use of ITE Trip Generation rates as the baseline for these regulations is mandatory because it is considered to be an appropriate measurement of the traffic impacts of a particular use category. There are, however, situations when other traffic generation sources may be required. Other sources may include professionally conducted traffic generation studies not included in the ITE TRIP GENERATION manual or local trip generation studies conducted for the particular use. Local trip generation studies are required when: a) the particular land use is not covered by ITE; b) there are fewer than 4 data points (studies) in the ITE TRIP GENERATION manual; or c) the size of the use falls outside the range of the TRIP GENERATION data points. Four data points are suggested as a minimum for the purposes of this zoning code. If ITE provides only two data points, the Development Review Board may require traffic generation studies at two additional sites. Daily Traffic Variation: Typically traffic generation rates are for an average weekday, and are collected on a Tuesday through Thursday. If a use has a regular peak on Fridays (such as shopping centers) the Friday rate needs to be taken into consideration. The procedures given in the ITE manual and handbook should be followed. South Burlington Land Development Regulations Effective September 24, 2013 IRON PXV FOUND 314 0 J' ABM GRADE PA7NO RED 650• RC FROP. CONC. SEEM IRO" S Y. F BURLINGTON INDOOR I v NNIS CENTER f 0670-00080 fax pfRRY I II II 53.6' � N/F RICE MEMORW HIGH SCHOOL PROPOSED RETAIN WAIL SEE PARCELI IJ90-00099 AHUTTIETIARJ a aLMMATIONS RESIDENTIAL R-4 ZONING DISTRICT COMMERCIAL 1—RESIDENTK 15 PROPOSED TREEUIk FOR NEW/RELOGTEO SCREENING — CW.. JAONVUMEVT (FOUND) EX. CaVCME PAD ZONING DISTRICT 4 xA' f1 AND CANLLER 1 O PROPOSED DUMPSTER ENCLOSURE yt I� T7 LOGAIXMS �EX. LOADING _.. ... AREA L IFT EX G47E ECG; E. L46400ff ISLAND f=Al (TYP.) EX. SI.GAREWfX CONC.EX. BUILDING 3IOEWA<K PROPOSEEX. PALED PARKING AREAVER 225 (�PROP. 10' B CCONC PAD �AmeIFxD I _ PROP I EX. BUILDING ` 18.0 8.0 I SIRDINCAVEMCNi I EX CYCY I U rvlty( CD DIRE PAICK OCATLA. ___.— s• O - sIX (SEE SLHMLIN 77 9 SW6IK nI II I Ft I PROPOSED 5065-SF EtAPI ��` BUILDING ADDITION I _ TO2•'- I 1 F.F. (TO MATCH EXIST F.F.) 103.9' I I I �EX. NORWAY I EX CHERRY MPROP. CONC.T I I I SOEM Sia�Ay�j i Z \PROPOSED X. AREA I EAKM7YAY !r EX. MfW/E 1 I I I LWLF MCH PROPOSED SNON— f`� SUM AREAS Oy Y I II b I I DL NQPWAY PIMP. RELOCATED I I ^DY, NORWAY NAPLE GARDEN AND SIGN 1� I � I I N/F MT MANSFELD TV INC. PARCEL,I 0940-000JO / N/F LUND FAMILY CENTER INC. PARCEL/ 0940-00050 - :3 N/F PIZZAC4ILI PROPERTT£S, LLC PARCEL) 0940-00055 LEGEND EXISTING FEATURES PROPOSED FEATURES (, MANHOLE C C/1 CLEAN OUT 0 C/O ■ CATCH BASIN/ YARD DRAIN ® STORM MANHOLE WATER VALVE (� HYDRANT ' WATER SHUF OFF 4f ❑ STONE MONUMENT LIGHT POLE O 00 MUTT POWER POLE •n, 0 TREE a SIGN 1005 SPOT ELEVATION +100.5 - - PROPERTY UNE - - - - - — - - -- ADJOINING PROPERTY LINE - -- EDGE OF PAVEMENT -�= CONCRETE CURB SURFACES/PROPOSED LEGEND PROPOSED PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED BUNTING _ _ _ _ _ _, L PROPOSED SNOW STORAGE ARM GRAPHIC SCALE ( IN P'RCT ) E Inca . 20 ft *tc No 9016 i*: s ` IV • z,4 7 ENGINEERING VENTURES PC 20B I"' Avenue, SAe 2A BurAVm, N O5A01 W 802863.622S• he 6R.9636306 05 Meelunk SI_t, Sidle 35DA lab—, NH 03766 teL 603..23313 • W 603.AA2.9331 www.en92neerinAKnturtuan Issued for Construction January 15, 2015 E 1 li E UniversityDfVermont MEDICAL CENTER REVISION PROJECT NAME AND ADDRESS UNIVERSITY OF VERMONT MEDICAL CENTER DIALYSIS SOUTH BURLINGTON 35 Joy Delve, South B,di Nlon, VT Joseph Architects 25 Cr o9 sr oa0 Waterbury, Vennon105676 Tel. 802-244-5220 FaX 802-806.1010 JoeaJosephkchllects— DRAWING NAME Site Layout Plan M5 Ytitel] un��- mts4ls eno,Em xumerz „: C1.2 \ VERMON l State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): University of Vermont Medical Center Permit Number: WW-4-1284-1 c/o David Keelty PIN: EJ99-0128 199 Main Street Suite 150 Burlington VT 05401 This permit affects property identified as Town Tax Parcel ID # South Burlington: 0940-00035 referenced in a deed recorded in Book 465 Page(s) 699 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit #WW-4-1284 for a 5,534 square foot addition (5o65 sf and future 469 sf ) to an existing renal dialysis center on Lot 3, no increase design flows for 24 staff, 50 traditional dialysis patients, 10 home dialysis patients, and reverse osmosis equipment, served by municipal water supply services and municipal wastewater disposal services located on 35 Joy Drive in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Paul M. Boisvert, P.E. of Engineering Ventures, PC, with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C1,0 Existing Conditions Plan 3/01/2013 1/15/2015 C1.1 Demolition Plan 3/01/2013 2/12/2015 C1.3 Grading, Utility, and Stormwater Plan (water & sewer only) 3/01/2013 2/12/2015 C2.3 Wastewater Details 3/01/2013 1/15/2015 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the wastewater system was installed in accordance with the permitted design and all the permit conditions, was inspected, was properly tested, and has successfully met those performance tests", a Regional Offices - Barre/EssexJct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water S -ply Permit WW-4-1284-1 \ Page 2 of 3 or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules. 1.6 All conditions set forth in Permit Number WW-4-1284 shall remain in effect except as amended or modified herein. This project is approved for the construction of 5,534 square foot addition (5o65 sf and future 469 sf ) to an existing renal dialysis center on Lot#3, no increase design flows for staff, patients and reverse osmosis equipment. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.8 By acceptance of this permit, the landowner 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, and permit conditions. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 This project is approved with the existing connection to the water supply system owned by the City of South Burlington (VTo005091) for a maximum of 9045 gallons of water per day. 2.2 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for any connection of a sprinkler fire suppression system to a public drinking water system. 2.3 This project is approved with an existing building water line. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this water line. Should the line fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit an amendment application to this office prior to correcting the failure. 2.4 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. ..WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 3.2 This project is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 9045 gallons of wastewater per day. 3.3 This project is approved with an existing building sewer line. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this sewer line. Should the line fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit an amendment application to this office prior to correcting the failure. Wastewater System and Potable Water S -ply Permit WW-4 ;a284-1 \ Page 3 of 3 3.4 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation Byi7,ft>V�. CU Dated March 24, 2015 Jes one Wyman, Regi6niil Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Paul M. Boisvert/Engineering Ventures PC Department of Public Safety, Division of Fire Safety JOSEPH ARCHITECTS, LLC Architecture, Planning, & Sustainable Design ' UVMMC Joy Drive Traffic Counts — Week 1— 4:00 to 6:00 pm 3/10/15 Total Day = 1 3/11/15 Total Day = 3/12/15 Total Day = 25 Peak Hour 8 Peak Hour 17 Peak Hour =13 Time Entering Site Exiting Site Time Entering Site Exiting Site Time Entering Site Exiting Site 4:00 1 4:00 1 1 4:01 1 4:01 2 4:02 1 4:06 1 4:10 2 4:04 1 4:09 1 4:11 1 4:05 1 4:11 I 4:25 1 4:09 1 4:13 1 4:57 1 4:10 1 1 4:17 1 Subtotal 3 5 4:11 1 1 4:19 1 4:14 1 4:21 1 5:01 1 4:20 1 4:23 5:34 1 4:23 1 4:32 1 5:44 1 4:26 1 7 4:33 1 5:56 1 4:29 1 Y 4:35 1 6:00 1 4:4 1 I' 4:51 1 5:03 1 Subtotal 5 12 5:11 1 1 5:21 1 1 5:10 5:22 1 1 5:23 1 5:25 1 5:32 1 5:26 1 5:44 1 5 1 5:54 1 5:57 1 6:00 1 Subtotal 5 8 Total 4 9 Total 6 15 Total 6 19 Note: All traffic entering the site turned left off of Joy Drive. All traffic exiting the site turned right onto Joy Drive. This was consistent for all days on site. Bold type indicates heaviest 1 hour period per day. 25 Crossroad -Waterbury, Vermont 05676 • T. 802.244.5220 • F. 802.806.1010 - W. josepharchitects.com March 20, 2015 UVMMC Joy Drive Traffic Counts — Week 2 — 4:00 to 6:00 pm 3/17/15 Total Day = 3/18/15 Total Day = 3/19/15 Total Day = 2 Peak Hour P 28 Peak Hour 629 Peak Hour 421 Time Entering Site Exiting Site Time Entering Site Exiting Site Time Entering Site Exiting Sit 4:00 2 4:02 1 4:03 1 4:02 1 4:03 1 4:05 1 4:03 1 1 4:04 2 4:06 1 4:05 1 4:05 2 4:07 1 4:06 1 4:06 1 4:09 1 4:07 1 4:11 1 4:10 1 4:09 1 4:14 1 4:11 1 4:10 1 4:16 1 4:14 1 1 4:11 1 4:17 2 4:18 1 4:12 1 4:18 1 4:19 1 4:15 2 4:19 2 4:23 1 4:16 1 4:20 1 4:30 4:17 1 4:21 1 4:34 1 4:18 1 1 4:25 1 4:35 1 1 4:20 1 4:26 1 1 4:36 1 4:24 1 4:28 1 4:40 1 4:25 1 4:29 1 4:43 1 4:34 1 4:32 1 4:46 1 71 4:35 1 4:42 1 4:51 4:43 2 1 4:43 1 Subtotal 2 19 4:47 1 4:44 1 4:49 1 4:51 1 5:37 1 4:59 4:52 1 5:49 1 Subtotal 7 21 4:53 6:00 1 Subtotal 7 22 5:06 1 5:27 1 5:02 1 5:28 1 5:05 1 5:47 1 5:37 1 5:50 1 5:46 1 5.52 1 5:51 1 5:54 1 6:00 Total 9 27 Total 7 27 Total 3 21 25 Crossroad • Waterbury, Vermont 05676 • T. 802.244.5220 • F. 802.806. 10 10 • W. josepharchitects.com CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 27th day of March , 20 15, a copy of the foregoing public notice for Site Plan [type of application] # SP-15-12 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) SEE ATTACHMENT Dated at Burlington [town/city], Vermont, this 27th day of March , 2015 Printed Name: Paul Simon, Project Manager Phone number and email: (802) 862-1225 xt 7 Signature: — Date: Marr_h 97th,-2111 Fi Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning , fthl :6:11, southburlington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT Tuesday, April 7, 2015 7:00 p.m. 1. Additions, deletions, or changes in order of agenda items. 2. Comments and questions from the public not related to the agenda. 3. Announcements 4. Continued conditional use application #CU-15-01 of Richard B. White to expand a nonconforming single family dwelling to 2,574 sq. ft. by constructing two (2) additions of 5' X 8'-10" & 19' X 19'-6" and constructing a 19' X 27' 2-story detached accessory structure to contain a 772 sq. ft. accessory residential unit, 56 Central Avenue. 5. Continued reopened final plat application #SD-15-02 of Halvorsen Development to amend a previously approved planned unit development consisting of: 1) a 9,356 sq. ft. 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and 3) an 89 room hotel. The amendment consists of; 1) razing the 275 seat restaurant building, 2) constructing 11,242 sq. ft. retail building, and 3) constructing a 10' X 55' detached accessory structure, 1 Dorset Street. 6. Sketch plan application #SD-15-07 of Robert Audette to subdivide a 9,607 sq. ft. lot off from a 770 acre parcel developed with an airport, 1200 Airport Drive. 7. Master signage permit application #DR-15-01 of 20 San Remo Drive, LLC to establish the initial master signage design parameters for all future signs on the property, 20 San Remo Drive. 8. Site plan application #SP-15-12 of University of Vermont Medical Center to amend a previously approved plan for an 8,664 sq. ft. medical office building with approval expand the facility by 5,534 sq. ft. in two (2) phases of 5,065 sq. ft. in phase 1 and 469 sq. ft. in phase 2. The amendment consists of revising condition #11 of site plan approval #SP-15-03 to reduce the estimated traffic generation, 35 Joy Drive. 9. Site plan application #SP-15-10 of Farrell Distributing Corporation to amend a previously approved plan for 138,660 sq. ft. warehouse & distribution facility for a wholesale business. The amendment consists of: 1) constructing a 25,316 sq. ft. addition, 2) constructing a new 576 sq. ft. gas fueling canopy, 3) constructing a second story 1339 sq. ft. deck with outside stairs, and 4) site modifications, 5 Holmes Road. 10. Minutes of March 4, 2014, February 17, March 3, & 17, 2015. 11. Other business. Respectfully Submitted, Raymond J. Belair Administrative Officer Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. South Burlington Development Review Board Meeting Participation Guidelines The Development Review Board (DRB) presents these guidelines for the public attending Development Review Board meetings to insure that everyone has a chance to speak and that meetings proceed smoothly. The DRB is a Quasi -Judicial Board that oversees the approval of development projects within the City. It is made up of citizens appointed by the City Council. The role of the DRB is to hear and review applications for development under the applicable regulations. The DRB can only approve applications that comply with the applicable bylaw or state law, and the board can only levy conditions that are permitted under the bylaw. By the same token, if a project meets the applicable bylaw criteria, the DRB is bound by law to grant the approval. 1. The Board asks that all participants at meetings be respectful of Board members, staff, applicants and other members of the public present at the meeting. 2. Initial discussion on an agenda item will generally be conducted by the Board and the applicant. As this is our opportunity to engage with the subject, we would like to hear from all Board members first. After the Board members have discussed an item, the Chair will open up the floor for public comment. Please raise your hand to be recognized to speak and the Chair will try to call on each participant in sequence. 3. Once recognized by the Chair, please identify yourself to the Board. 4. If the Board suggests time limits, please respect them. Time limits will be used when they can aid in making sure everyone is heard and sufficient time is available for Board to hear all items on the agenda. 5. Side conversations between audience members should be kept to an absolute minimum. The hallway outside the Community Room is available should people wish to chat more fully. 6. Please address the Chair. Please do not address other audience members or staff or presenters and please do not interrupt others when they are speaking. The Chair will direct responses from applicable people as needed. 7. Make every effort not to repeat the points made by others and keep your comments germane to the issue before the board. 8. The Chair will make reasonable efforts to allow everyone who is interested in participating to speak once before speakers address the Board for a second time. 9. Comments may be submitted before or during the course of a single or multi -meeting public hearing to the Planning and Zoning Department. All comments should identify what application the correspondence is in reference to. All written comments will be circulated to the DRB and kept as part of the official records of meetings. Comments must include your first and last name and a contact (e-mail, phone, address) to be included in the record. 10. Please note that once a public hearing has been closed by the DRB, no further comments can be accepted, in accordance with state law. CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 27th day of March , 20 15, a copy of the foregoing public notice for Site Plan [type of application] # SP`-1'5-1'2 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) SEE ATTACHMENT Dated at Burlington [town/city], Vermont, this 27th day of March , 2015 Printed Name: Paul Simon, Project Manager Phone number and email: (802) 862-1225 xt 7 Signature:--�'� Date: arch 27th, 9015 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 11 Abutters List 35 Jov Drive January 27, 2015 All Abutters verified from the following: City of South Burlington Grand List Report North of subject parcel: 1390-00099 (for: 99 Proctor Avenue) Roman Catholic Diocese of Burlington 52 Williams Street Burlington, VT 05401 East of subject parcel: 0940-00055 (for: 55 Joy Drive) Roman Catholic Diocese of Burlington 52 Williams Street Burlington, VT 05401 West of subject parcel: 0940-00025 (for: 25 Joy Drive) Burlington Indoor Tennis Center c/o Twin Oaks Sports & Fitness 142 West Twin Oaks Terrace South Burlington, VT 05403 Southwest of subject parcel: 0940-000030 (for: 30 Joy Drive) MT Mansfield TV Inc. WCAX TV 3 P.O. Box 4508 Burlington, VT 05406 Southwest of subject parcel: 0940-000030 (portion of 30 Joy Drive) Olympiad Housing LLC 875 Roosevelt Hwy. Colchester, VT 05446 Southeast of subject parcel: 0940-00050 (for: 50 Joy Drive) Lund Family Center Inc. 76 Glen Road Burlington, VT 05401 Applicants Parcel: 0940-00035 35 Joy Drive University of Vermont Medical Center 199 Main Street, Suite 150 Burlington, VT 05401 .0� VERMONT State of Vermont Department of Environmental Conservation Drinldng Water and Groundwater Protection Division Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.seL)tic.N,t.gov March 6, 2015 University of Vermont Medical Center c/o David Keelty 199 Main Street Suite 150 Burlington VT 05401 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-1284-1, University of Vermont Medical Center Dialysis; amend WW-4-1284 for a 5,o65 square foot addition at existing renal dialysis center, no increase in employees located at 35 Joy Drive in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on March 4, 2015, including a fee of $ paid by check #. Under the performance standards for this program, we will 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. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water.and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Paul M. Boisvert/Engineering Ventures, PC Reaional Offices — Barre/EssexJet. IRutland/Snrinafield/St..Tohnshurii JUtf Od OI66a971 11121zor5 4 pl, q0 16400 ^ SOUL 13,,,r 1, "I PLANNING & ZONING Permit Number SP- o- ,> (office use only) APPLICATION FOR SITE PLAN REVIEW DAdministrative ❑✓ 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 #): University of Vermont Medical Center, Attn: Dave Keelty 199 Main Street, Suite 150, Burlington VT 05401 Tel: (802) 847-9588 Fax: (802) 847-1562 email: dave.keelty@vtmednet.org 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 465, Pg 699 3. APPLICANT (Name, mailing address, phone and fax #): (Same as above) 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Paul Simon, White + Burke Real Estate Investment Advisors 40 College Street, Suite 100, P.O. Box 1007, Burlington VT 05402 Tel: (802) 862-1225 xt 17 Fax: (802) 862-3601 4a. CONTACT EMAIL ADDRESS:: psimon@whiteandburke.com 5. PROJECT STREET ADDRESS: 35 Joy Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office) ID # 0940-00035 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): Request approval for 5,534sf expansion with two phases. Request waiver under 3.05 I. (2) to allow retaining wall to be 14.1' instead of 65' and allow a 14.1' buffer strip in lieu of 15' with dense landscaping. Request waiver under 13.01 N (2) to permit no more than 25% parking waiver (10.3% w/ Phase 1) (12.9% w/ Phase 2) b. Existing Uses on Property (including description and size of each separate use): Medical Office Use (Renal Dialysis) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Expansion of the same use. (Medical Office Use) Size of existing use to remain: 8,410sf. Size of new use: 5,065sf for Phase 1 and 469sf for Phase 2 (Total new = 5534sf) d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing Building 8,410sf. Proposed building expansion 5,534sf New Total Building 13,944sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Height of existing building: 15'-0" to skylight ridge. Height of proposed building: 20'-4" (measured to top of rooftop equip) Number of floors: ONE (existing and proposed) f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 20 existing employees 21 proposed employees h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): none Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 87,923 Sq. Ft. a. luilding: Existing 9.57 % / 8,410 sq. ft. Proposed 15.86 % / 13,944 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 42.52 % / 37,383 sq. ft. Proposed 53.84 % / 47,334 sq. ft. c. Front yard (along each street) Existing 7.1 % / 747 sq. ft. Proposed 8.4 % / 883 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 35,750 * 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): $ 1,900,000 b. Landscaping: $ 43,185 (see L1.1 c. Other site improvements (please list with cost): Pavement Removal ($9,300); Subbase for New Pavement ($5,600); Bituminous Pavement ($22,750); Curb and Sidewalk ($23,750); Retaining Wall ($9,315); Stormwater ($15,000) TOTAL OTHER SITE IMPROVEMENTS = $85,715 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): Existing 27 and Proposed 28 trips (ITE) 11. PEAK HOURS OF OPERATION: 9:30AM - 5:OOPM 12. PEAK DAYS OF OPERATION: Mondays, Wednesdays, and Fridays 13. ESTIMATED PROJECT COMPLETION DATE: October 2015 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)' 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 ti e of submit ' g the site plan application in accordance with the city's fee schedule. ,�N /* �,w—m r,77 fl&115- Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 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. SIGNATURE OF APPLICA SIGNATURE OF DATE OF SUBMISSION: • MAT t Do not write below this line PRINT NAME REVIEW AUTHORITY: UDevelopment Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: Complete In ple I ministrative Officer Date 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 ray From: Justin Rabidoux Sent: Friday, February 13, 2015 8:48 AM To: ray Subject: UVM Joy Drive Dialysis Project Ray, I have no comments on this project. Justin Rabidoux Director of Public Works/City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)658-7961 Rabidoux@sburl.com www.sburl.com Twitter: twitter.com/sbpubworks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. ray From: Tom Dipietro Sent: Thursday, February 12, 2015 1:41 PM To: ray; Daniel Senecal-Albrecht (dalbrecht@ccrpcvt.org); Justin Rabidoux Subject: Comments on UVM Medical Center Dialysis South Burlington I reviewed the "UVM Medical Center Dialysis South Burlington" site plan prepared by Engineering Ventures and Joseph Architects, dated 311113 with the note "Issued for Construction January 15, 2015". 1 would Like to offer the following comments: The proposed project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). The project proposes to create an additional —7,300 square feet of impervious area on the parcel. This results in greater than 1 total acre of impervious area on the parcel. Therefore, it appears that the project will require a stormwater permit from the Vermont DEC Stormwater Division. The applicant should acquire this permit before starting construction. 3. The project proposes to disturb greater than 1 acre of impervious area. It will therefore require a construction stormwater permit from the Vermont DEC Stormwater Division. The applicant should acquire these permits before starting construction. 4. The applicant should provide a drainage area map for the proposed stormwater treatment practices. 5. In order to confirm compliance with section 15.13.F(3) the applicant must submit modeling for the 25 year storm event. Our assumption is that the proposed stormwater treatment practices will reduce runoff over existing conditions during this, and smaller, storm events. This would sufficiently protect downstream drainage structures. However, we'd like modeling to confirm this and so that we can add this information to our model for the Potash Brook watershed. 6. The applicant should show snow storage locations on the site plan. 7. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. Thank you for the opportunity to comment. -Tom Thomas J. Di Pietro Jr. Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658-7961 x108 Email: Tdipietro@sburl.com Web Site: www.sburl.com Twitter: @SBPubWorks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 February 12, 2015 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: UVM Medical Center Dialysis, 35 Joy Drive Dear Ray: We have reviewed the plans for the proposed renovation of the UVM Medical Center Dialysis Unit at 35 Joy Drive. We have the following recommendations: 1. Compliance with all requirements of Vermont Fire and Building Safety Codes and standards as enforced by the South Burlington Fire Marshal's Office. 2. The parking area and entrances and exits appear to be of a design that will be accessible to fire and emergency apparatus. The developer should reaffirm that all turning radii, and corners meet the "WB 40 straight" standard. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and South Burlington Fire Marshal's office. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Douglas S. Brent ray From: Craig Lambert Sent: Monday, February 09, 2015 1:52 PM To: ray Subject: RE: Landscaping Comments Ray, It looks like my concerns have been addressed Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(a)sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify its immediately by return email. Thank you for your cooperation. From: ray Sent: Wednesday, February 04, 2015 4:22 PM To: Craig Lambert Subject: FW: Landscaping Comments Craig, Please review the responses to your comments and let me know if you have any further comments. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. !f you have receiver[ this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Paul Simon[mailto:psimon@whiteandburke.com] Sent: Wednesday, February 04, 2015 4:05 PM To: ray Subject: Re: Landscaping Comments Hi Ray, I reviewed the comments from Craig Lambert and here are my responses: 1. The Sugar Maple was a 1:1 replacement species identified from the 1999 plan; Regardless, we do agree with the City Arborist and have replaced it with Autumn Blaze Maple (see attached L1.1 plan). 2. The Civil's EPSC sheet C 1.4 calls for tree protection and shows linework for orange construction fence with additional detail in the legend. In addition, sheet C 1.1 has "Protect in Place" notation for many of the existing trees to remain. Last, there is a "orange construction fence detail" on sheet C2.4 for the tree protection. Another note to point out is the slight change by the civil engineer for the walkway location at the service side of the building. This wouldn't have any impact on the number of landscape plantings. I have added the slight change in the walk and clouded that change on the Landscape plan L1.1 (attached) as well. Can you please forward these comments to Craig Lambert? Thank you much! Paul Simon On Wed, Feb 4, 2015 at 1:46 PM, ray <ray@sburl.com> wrote: Paul, Attached are comments from the City Arborist on your landscaping plans. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainabiliiy.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. White + Burke Real Estate Investment Advisors, Inc. Founded1990 Paul Simon Senior Project Manager 40 College Street, Suite 100 ray From: Paul Simon <psimon@whiteandburke.com> Sent: Wednesday, February 04, 2015 4:05 PM To: ray Subject: Re: Landscaping Comments Attachments: Ll.l Landscape Plan-l.pdf Hi Ray, I reviewed the comments from Craig Lambert and here are my responses: 1. The Sugar Maple was a 1:1 replacement species identified from the 1999 plan; Regardless, we do agree with the City Arborist and have replaced it with Autumn Blaze Maple (see attached L1.1 plan). 2. The Civil's EPSC sheet CIA calls for tree protection and shows linework for orange construction fence with additional detail in the legend. In addition, sheet C 1.1 has "Protect in Place" notation for many of the existing trees to remain. Last, there is a "orange construction fence detail" on sheet C2.4 for the tree protection. Another note to point out is the slight change by the civil engineer for the walkway location at the service side of the building. This wouldn't have any impact on the number of landscape plantings. I have added the slight change in the walk and clouded that change on the Landscape plan L 1.1 (attached) as well. Can you please forward these comments to Craig Lambert? Thank you much! Paul Simon On Wed, Feb 4, 2015 at 1:46 PM, ray <ray_@,,sburl.com> wrote: Paul, Attached are comments from the City Arborist on your landscaping plans. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. White + Burke Real Estate Investment Advisors, Inc. Founded1990 Paul Simon Senior Project Manager 40 College Street, Suite 100 PO Box 1007 Burlington, VT 05402-1007 P: 802-862-1225 x17 F: 802-862-3601 www.whiteandburke.com The contents of this e-mail message and any attachments are confidential and are intended solely for the addressee. The information may also be legally privileged. This transmission is sent in trust, for the sole purpose of delivery to the intended recipient. If you have received this transmission in error, any use, reproduction or dissemination of this transmission is strictly prohibited. If you are not the intended recipient, please immediately notify the sender by reply e-mail or phone and delete this message and its attachments, if any. Before printing this email, please think about the environment. UVM Medical Center Dialysis Joy Dr 2/4/15 Sugar Maple isn't the best choice for areas adjacent to parking lots due to salt sensitivity and leaf scorch susceptibility. I'd recommend either moving the Sugar Maples to another area on the site or substituting a more suitable species • Recommend that tree protection measures be specified for existing trees to remain to prevent construction damage .A( C 3 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 3rd day of Feb , 20 15, a copy of the foregoing public notice for Site Plan [type of application] # SP-15-03 [application number], was prep sent by U.S. mail, postageaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) SEE ATTACHMENT Dated at Burlington [town/city], Vermont, this 3rd day of February , 2015 Printed Name: Paul Simon, Project Manager Phone number and email: (802) 862-1225 xt 17 Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 C� Abutters List 35 Joy Drive January 27, 2015 All Abutters verified from the following: City of South Burlington Grand List Report North of subject parcel: 1390-00099 (for: 99 Proctor Avenue) Roman Catholic Diocese of Burlington 52 Williams Street Burlington, VT 05401 East of subject parcel: 0940-00055 (for: 55 Joy Drive) Roman Catholic Diocese of Burlington 52 Williams Street Burlington, VT 05401 West of subject parcel: 0940-00025 (for: 25 Joy Drive) Burlington Indoor Tennis Center c/o Twin Oaks Sports & Fitness 142 West Twin Oaks Terrace South Burlington, VT 05403 Southwest of subject parcel: 0940-000030 (for: 30 Joy Drive) MT Mansfield TV Inc. WCAX TV 3 P.O. Box 4508 Burlington, VT 05406 Southwest of subject parcel: 0940-000030 (portion of 30 Joy Drive) Olympiad Housing LLC 875 Roosevelt Hwy. Colchester, VT 05446 Southeast of subject parcel: 0940-00050 (for: 50 Joy Drive) Lund Family Center Inc. 76 Glen Road Burlington, VT 05401 Applicants Parcel: 0940-00035 35 Joy Drive University of Vermont Medical Center 199 Main Street, Suite 150 Burlington, VT 05401 white + bu rke REAL ESTATE INVESTMENT ADVISORS MEMORANDUM To: South Burlington Development Review Board From: Paul Simon, Project Manager Date: January 16, 2015 Re: Site Plan Review Application Submission for 35 Joy Drive Project Narrative Enclosed is Site Plan Review application for 35 Joy Drive, South Burlington, Vermont 05403. The applicant, University of Vermont Medical Center (UVMMC), is planning to construct a 5,534SF± building addition at their existing renal dialysis center located at 35 Joy Drive. Among the proposed improvements are a two phased building addition, modifications and redevelopment of an existing paved parking area, added sidewalks, utilities, stormwater management features consisting of a bio-retention facility an infiltration basin, and site landscaping improvements. Plans including Architectural, Site Civil, and Landscape have been provided with details on these improvements for purposes of site plan review. Architecture: The architectural materials proposed for the addition will complement the existing character of the Renal Dialysis Center. Exterior elevation plans A2.10 — A2.13 provide descriptive detail for the architectural aspects, brick facing, and demonstrate the relationship between the existing and proposed building expansion. Brick detailing is proposed on all sides of the building expansion. The height of the existing building is 13'- 4" measured to the top of the roof drip edge and 15"- 0" measured to the skylight ridge. The height of the proposed building is 16'-7" measured to the top of the parapet and 20'-4" to the top of the rooftop equipment (ERV-1). The zoning allows a maximum of 35' in height with a flat roof surface. The building cost including the interior renovations are estimated at $1,900,000. Estimated completion of construction is October 2015. 40 College St., Suite 100 PO Box 1007 Burlington, VT 05402-1007 P: 802.862.1225 F: 802.862,3601 www.whiteandburke.com Phasing: It is important to note details on the proposed phasing of the project. The site plan application includes a Medical Use building expansion with two phases. Phase 1 includes a 5,065sf expansion and phase 2 includes a 469sf expansion. At minimum, "Phase 1" including 5,065 sf addition will be constructed. The owner has requested the contractor to provide a bid -alternate price to construct an additional 469 sf for a total expansion of 5,534 sf. This alternate is shown as "Phase 2" on the permit set herein. The owner will decide whether or not to pursue the alternate and whether the additional 469 sf (phase 2) will be constructed as part of the contractors scope. Although architectural details and elevations have been provided for both phase 1 and phase 2, we ask the staff and board to understand the owner may decide to only build phase 1 and never build phase 2. With this in mind, we ask no condition of the approval require the owner to construct phase 2 if the owner decides to only build phase 1. Estimated Traffic: The Renal Dialysis Center is classified under the local zoning regulations as a "Medical Office" use. That said, this facility generates very low traffic flows due to the average visit time of attending patients. UVMMC has compiled parking data for various months throughout 2014 to obtain a record of actual use. Find enclosed parking survey data for 35 Joy Drive (Exhibit A). The information was compiled by employees of University of Vermont Medical Center throughout different periods from July 28, 2014 through October 31 2014. The analysis includes the number of total cars parked at the project location at different hourly intervals, recorded by staff on a daily basis. We reviewed the data to determine the average number of cars parked during normal business hours. This review concluded a figure of 22 as the daily, age number of vehicles parked at the project location during normal business hours. The lowest recorded number of average daily vehicles was 17 on 09/18/2014. The highest recorded number of average daily vehicles was 31 on 10/27/2014. While the analysis herein determined the average number of daily vehicles to be 22, the existing parking lot provides 51 spaces and the proposed lot will add 10 more spaces for a total of 61 spaces. These figures indicate well -more than half of the parking lot remains vacant during the operating hours under both the existing and proposed conditions. We understand the board may waive the off-street parking space requirements per section 13.01.N(2) by no more than twenty- five percent (25%). Page 2 of 5 The ITE (7th edition) for land use 630, "Clinic" indicates a PM peak hour generator by number of employees with an average rate of 1.31, with 50% entering and 50% exiting. This equates to 27 existing trips and 28 proposed trips during the PM peak hour. For purposes of the city application we have included the ITE rates, but ask staff and board to note the actual data recorded by UVMMC staff (Exhibit A) as a better analysis and summary of parking and traffic to the facility. Site Plan Waivers: We are requesting the following site plan waivers as part of the application: Waiver One: Request the board to waive under 3.05I (2) to allow placement of a retaining wall to be 14.1' instead of 65' and allow a 14.1' buffer strip in lieu of a 15' buffer strip. In order to accommodate a proposed parking bay as shown on the plans, the proposed project includes a retaining wall 14.1 feet from and parallel with the northern property line. While some existing trees will be removed in order to accommodate the retaining wall, many other existing trees will continue to remain within the buffer here. Existing white spruce trees will be transplanted or replaced as shown on L1.1. In addition several redbud trees are proposed within the 14.1 foot buffer strip. The redbud trees will fill the gap between the spruces, and be placed as an understory variety to the existing mature trees along the property boundary. As proposed, the 14.1 buffer area will include a variety of existing deciduous and evergreen trees, white spruce trees, and understory flowering redbud trees for a dense and mature landscape aesthetic. Waiver Two: Request the board to waive under 13.01N(2) where the board determines that a proposed land use or structure is adequately served by existing or proposed parking facilities the board may waive the off-street parking space requirements by no more than twenty-five 25%. Parking at the Dialysis center is more than adequate as the results of the 2014 UVMMC parking analysis concluded a figure of 22 as the daily average number of vehicles parked at the project location during normal business hours. The zoning regulations require 68 spaces for the phase one expansion and 70 spaces with phase two. There are 51 existing on -site spaces and an additional 10 spaces proposed for a total of 61 spaces. There is ample room on site to add additional spaces beyond the 61 proposed at any future date to meet the local regulations, however the facility will be adequately served with the 61 spaces, therefore we ask the board to waive the off-street parking requirements under 13.01N(2) as follows: The phasing proposed indicates two possible parking waivers under 25% threshold: A. Phase one building expansion of 5,065sf with a 10.3% parking waiver. B. Phase two building expansion of 5,534sf with a 12.9% parking waiver. Landscaping: Cost requirements for the landscaping are cumulative; requiring a 3% landscape value for the first $250,000 of building cost, 2% landscape value for the next $250,000 in building construction cost. Page 3 of 5 At this time the value for the construction of expansion (including phase 1 & 2) is estimated at $1,900,000. The total required landscaping cost for the project equals the following: 3% of the first $250,000: $ 7,500 2% of the next $250,000: $ 5,000 1 % of the remaining $1,400,000: $14,000 Total minimum landscaping required: $ 26,500 In addition to the minimum landscape requirements and budget, we have taken note of a prior 1999 Site plan approval. We have reviewed the 1999 site plan in detail, met with the city arborist, and conducted a site visit to identify tree and shrub plantings remaining today. The attached "1999 Landscape Worksheet" (Exhibit B) is provided as a record and includes the following: Trees to be replaced: Identifies trees no longer existing on -site and trees designated to be (highlighted in pink) removed as part of the project. Landscape credit: Identifies existing on -site trees (not part of the 1999 prior approval) (highlighted in yellow) which can be credited toward the required landscape budget. We have proposed 1:1 replacement trees for all trees highlighted in pink on Exhibit B. See landscape plan L1.1 for quantities and detailed replacement varieties on the planting schedule. The city arborist has asked our team to provide a substitute for the Green Ash trees indicated on the 1999 plan. We have proposed Honeylocust trees as the replacement variety for the Ash trees. We have requested a landscape credit for 12 existing trees highlighted in yellow (not part of the 1999 prior approval). The value requested per tree is $2000. Proposed Value: Replacement Trees: Proposed Tree Value: Proposed Shrub Value: Requested Landscape Credit Value Total landscape value provided: Landscape Credit Calculation The actual requested credit is as follows: Available landscape credit: Less Requested Landscape credit: Credit available for future: Provided 1:1 as shown on L1.1 plan $ 11,900 $ 7,285 7 315cr $ 26,500 $ 24,000 (12 trees x $2000ea) 7,315) $ 16,685 Last, the landscaping plan includes additional groundcover grasses and perennial plantings identified on L1.1. We understand these plantings are not credited toward the city landscaping Page 4 of 5 { requirements but are provided in addition to the trees and shrubs to enhance the proposed project. The existing bike rack will be relocated and placed as shown on sheet L1.1. Lighting: Energy efficient LED lighting is proposed as part of the project and existing site lighting poles will be removed and replaced with energy efficient LED fixtures. The fixtures proposed include Beacon Small Viper Luminaire LED fixtures within the parking area and RAB LED building mounted wall packs. Lighting plan ES1.11 includes details indicating the location of all proposed exterior lighting fixtures. Site photometric drawing SLP-1.11 is included to show entire site lighting levels. It is important to note that a photometric drawing does not take into account trees, particularly on north side where foot candles would be reduced to zero when the lighting is buffered by existing vegetation. Site photometric drawing SLP-1.12 shows strictly the foot candle levels for the parking lot area only and includes a lighting schedule with the description and quantity of the proposed fixtures. The Beacon fixtures located in the parking lot are mounted 20ft above grade, the pole height is actually shorter. As for shielding, LED lighting is efficiently recessed within the Beacon and RAB fixtures as shown on the cut -sheets provided; unlike older style lighting styles where the bulb could be exposed and glaring to the eye (such as the case with high pressure sodium style lighting). In addition, LED's are lightweight, provide directed lighting, and are highly energy efficient. We have attached the Beacon and RAB cut -sheet specifications for the exterior fixtures proposed. The proposed lighting meets the city's requirements; this includes shielding of the LED bulb, lighting downward directed, with fixture mountings on poles less than 30 feet in height Fire Protection: The Interior expansion of the Renal Dialysis Center will include a sprinkler system with 100% complete coverage throughout. Exhibit C entitled "Hydrant Location Exhibit" Drawing number C-SKI is provided to identify two of the closest existing hydrants available to the building. In summary, we request DRB review and approval of this application for the building expansion, stormwater enhancements, proposed site improvements and waiver requests as proposed. Page 5 of 5 C EXHIBIT A 2014 UVMMC Parking Analysis for 35 Joy Drive 01/12/2015 Find enclosed parking survey data for 35 Joy Drive. The information was compiled by employees of University of Vermont Medical Center throughout different periods from July 28, 2014 through October 31 2014. The analysis includes the number of total cars parked at the project location at different hourly intervals, recorded by staff on a daily basis. 7/28/2014 7/29/2014 7/30/2014 7/31/2014 8/1/2014 10am 14 24 32 21 20 11am 21 31 31 22 21 12pm 30 22 24 25 23 2pm 26 24 23 17 21 3pm 23 23 21 19 22 4pm 23 18 22 14 21 8/4/2014 8/5/2014 8/6/2014 8/7/2014 8/8/2014 10am 15 17 16 17 16 11am 22 21 21 19 22 12pm 29 23 20 20 19 2pm 26 25 21 22 22 3pm 27 22 20 22 21 4pm 26 19 20 21 22 8/11/2014 8/12/2014 8/13/2014 8/14/2014 8/15/2014 10am 14 16 16 13 11am 26 25 25 24 Carla on 12pm 26 24 30 24 vacation 2pm 20 21 21 20 3pm 19 18 19 16 4pm 22 22 21 20 8/18/2014 8/19/2014 8/20/2014 8/21/2014 8/22/2014 10am 11am Carla on vacation this week 12pm 2pm 3pm 4pm 8/25/2014 8/26/2014 8/27/2014 8/28/2014 8/29/2014 10am 15 16 16 15 14 11am 22 22 24 19 22 12pm 24 22 23 23 20 2pm 21 20 22 24 20 3pm 19 20 21 20 21 4pm 24 22 23 22 19 9/1/2014 9/2/2014 9/3/2014 9/4/2014 9/5/2014 10am 16 17 17 15 16 11am 19 22 23 19 21 12pm 23 21 23 21 21 f 2p m 22 21 23 23 22 3pm 22 20 22 19 21 4p m 21 22 21 18 18 9/8/2014 9/9/2014 9/10/2014 9/11/2014 9/12/2014 10a m 15 17 16 15 15 11am 21 22 21 19 21 12pm 24 23 19 16 18 2pm 22 23 20 21 17 3pm 20 20 21 18 4pm 22 19 20 17 NOTE: 9-13 of the cars are employee Joy Drive Traffic/Parking Survey Day/Date Time Pt cars Staff cars W/C Vans Delivery Trucks other comments 9/15/2014 8 X X X X X not asked for this time 9 X X X X X not asked for this time 10 11 12 1 X X X X X not asked for this time 2 3 4 5 X X X X X not here 9/16/2014 8 X X X X X not asked for this time 9 X X X X X not asked for this time 10 11 12 1 X X X X X not asked for this time 2 3 4 5 X X X X X not here tl/ i //zui4l 8 1X IX X x X not asked for this time 9 X X X X X not asked for this time 10 11 12 1 X X X X X not asked for this time 2 3 4 5 X X X X X not here 9/18/2014 8 X X X X X not here 9 4 12 0 1 renal techs truck 10 5 13 0 1 renal techs truck 11 3 16 1 1 Pinnacle - watering plants / SSTA 12 3 15 1 0 SSTA 1 2 14 0 0 2 5 15 0 1 Priority (STAT lab) 3 3 13 0 0 4 2 1 8 1 0 SSTA 5 X X X X X not here 9/19/2014 8 X X X X X not here 9 5 11 0 0 10 10 18 0 0 11 9 18 1 0 SSTA 12 X X X X X Carla leaves at 11 today 1 X X X X X 2 X X X X X 3 X X X X X 4 X X X X X 5 X X X X X not here Joy Drive Traffic/Parking Survey Day/Date Time Pt cars Staff cars W/C Vans Delivery Trucks other comments 9/29/2014 8 X X X X X not here 9 6 14 0 0 3 vendor / KJ Contr. 10 1 10 19 0 0 1 2 vendors / Priority p/u 11 12 20 2 0 3 vendor / KJ Contr. 12 5 19 1 0 2 vendor / KJ Contr. / Facilities 1 6 18 0 0 3 " 2 5 17 0 0 3 SSTA / KJ Contr. / vendor 3 6 18 1 1 1 Delivery truck / KJ constr./ SSTA 4 7 14 1 0 0 SSTA 5 X X X X X not here 9/30/2014 8 X X X X X not here 9 X X X X X In late today 10 X X X X X In late today 11 4 14 2 0 1 KJ contruction 12 5 16 0 0 0 1 3 15 0 0 0 2 4 13 0 0 0 3 4 13 1 1 0 delivery truck 4 3 12 1 0 0 5 X X X X X not here 10/1/2014 8 X X X X X not here 9 6 15 0 0 0 10 8 16 1 1 0 Care Plus / FAHC courrier / Prior. 11 8 20 0 0 0 12 8 20 0 0 0 1 6 17 1 0 0 2 7 16 0 1 0 delivery truck 3 5 1 14 1 0 1 SSTA car 4 5 13 2 0 0 5 X X X X X not here 10/2/2014 8 X X X X X not here 9 4 12 0 1 0 renaltechstruck 10 5 13 0 1 1 renal techs truck / Priority p/u 11 3 16 1 1 0 Pinnacle - watering plants / SSTA 12 3 15 1 0 0 SSTA 1 2 14 0 0 0 2 5 15 0 1 0 Priority (STAT lab) / delivery truck 3 3 13 0 0 0 4 2 8 1 0 0 SSTA 5 X X X X X not here 10/3/2014 8 X X X X X not here 9 5 11 0 0 0 10 10 18 0 0 1 Priority - lab p/u 11 9 18 1 0 0 SSTA 12 5 20 1 0 0 SSTA 1 6 20 0 1 0 deliver 2 6 1 19 0 0 1 Flooring people 3 X X X X X Carla out at 2:15 today! 4 X X X X X X 5 X X X X X not here Joy Drive Traffic/Parking Survey Day/Date Time Pt cars Staff cars W/C Vans Delivery Trucks other comments 10/6/2014 8 4 11 0 0 0 9 6 13 1 0 0 10 1 9 17 2 0 1 1 facilities 11 10 19 1 0 0 12 7 19 0 0 0 1 7 18 0 0 0 2 5 1 16 1 0 0 3 7 16 1 1 0 delivery bulk 4 7 14 1 0 0 5 X X X X X not here 10/7/2014 8 X X X X X 9 X X X X X in@9:30 10 7 16 0 0 1 renal techs 11 4 17 0 0 1 renaltechs 12 2 17 0 0 0 1 X X X X X left for lunch 2 4 13 1 0 0 3 3 12 1 1 1 1 0 4 5 11 1 0 0 5 X X X X X not here 10/8/2014 8 7 9 0 0 0 9 6 13 0 0 1 Pinnacle - flowers 10 9 17 1 0 0 11 9 16 1 0 0 12 8 16 1 0 0 1 7 21 0 0 1 0 2 4 17 0 0 0 3 X X X X X left @ 2 appt 4 X X X X X 5 X X X X X not here 10/9/2014 8 5 14 0 0 0 9 7 14 0 0 1 renal techs 10 8 15 0 0 1 renal techs 11 7 17 2 0 0 12 7 18 0 0 0 1 X X X X X left early - sick child 2 X I X X X X 3 X X X X X 4 X X X X X 5 X X X X X not here 10/10/2014 8 3 7 1 0 0 9 5 13 1 0 0 10 8 18 1 0 1 renal techs 11 11 22 2 0 1 renal techs 12 8 20 1 0 0 1 5 15 0 0 0 2 5 1 14 0 0 1 0 3 7 14 0 1 0 delivery 4 7 13 0 0 0 5 x x x x x not here Aoy Drive Traffic/Parking Survey Day/Date Time Pt cars Staff cars W/C Vans Delivery Trucks other comments 10/13/2014 8 9 10 Day off 11 12 1 2 3 4 5 X X X X X not here 10/14/2014 8 6 9 0 0 1 renal trucks 9 8 16 0 0 1 renal trucks 10 9 17 0 0 1 renal trucks 11 7 20 1 0 0 12 5 18 0 0 0 1 4 20 0 1 0 Airgas 2 6 19 0 0 0 3 X X X X X leave at 2:30 on Tuesdays 4 X X X X X 5 X X X X X not here 10/15/2014 8 3 7 0 0 0 9 6 18 0 0 0 10 7 18 1 1 1 FAHC courier / renal truck 11 7 21 1 0 1 FireProtec 12 7 20 0 0 0 1 8 19 0 0 0 2 7 17 0 0 0 3 7 17 1 1 0 delivery truck 4 6 1 15 1 0 0 5 X X X X X not here 10/16/2014 8 6 10 0 0 0 9 7 13 0 0 0 10 9 13 0 0 1 Priority lab p/u 11 6 15 1 0 0 12 5 15 0 0 0 1 4 15 0 0 0 2 4 1 13 0 0 0 3 4 13 0 1 0 delivery truck 4 3 13 0 0 0 5 X X X X X not here 10/17/2014 8 6 9 0 0 0 9 6 12 1 0 0 10 6 16 2 0 1 Priority p/u 11 10 16 0 0 0 12 8 20 1 0 0 1 1 8 17 1 0 0 2 6 15 0 0 0 3 A5 4 13 1 1 0 delivery truck 4 5 12 1 0 0 x x x x x not here Joy Drive Traffic/Parking Survey Day/Date Time Pt cars Staff cars W/C Vans Delivery Trucks other comments 10/20/2014 8 5 12 1 0 0 9 6 15 1 0 0 10 1 8 16 0 0 0 11 7 19 0 0 0 12 7 18 1 0 0 1 8 16 0 0 0 2 5 15 0 0 0 3 5 14 1 0 0 4 5 13 1 1 0 5 X X X X X not here 10/21/2014 8 5 15 0 0 0 9 5 15 0 0 0 10 5 18 1 0 0 11 4 20 1 0 0 12 2 22 0 0 0 1 2 21 0 1 0 2 3 18 0 0 1 SSTA car 3 3 17 0 0 0 4 j 3 15 1 0 0 5 X X X X X not here 10/22/2014 8 4 12 1 0 0 9 4 14 1 0 0 10 7 15 1 0 0 11 7 20 1 0 0 12 5 22 0 0 0 1 6 20 0 0 1 Pure Flow to change filters 2 5 18 0 0 0 3 X X X X X left at 2:30 (normal schedule) 4 X X X X X 5 X X X X X not here 10/23/2014 8 4 14 0 0 0 9 6 15 0 0 0 10 5 17 1 0 0 11 4 17 0 0 0 12 4 18 0 0 0 1 3 19 0 0 0 2 3 17 0 0 0 3 5 15 1 1 0 4 4 13 1 0 0 5 X X X X X not here 10/24/2014 8 5 13 0 0 0 9 5 14 0 0 0 10 7 16 1 0 1 Priority lab p/u 11 7 18 1 0 0 12 6 18 1 0 0 1 7 17 0 0 0 2 X X X X X left emergently 3 X X X X X 4 X X X X X 5 X X X X X not here Joy Drive Traffic/Parking Survey Day/Date Time Pt cars Staff cars W/C Vans Delivery Trucks other comments 10/27/2014 8 6 16 1 0 0 9 7 17 1 0 0 10 1 12 19 2 0 1 0 11 13 26 1 0 0 12 13 24 0 0 0 1 11 25 0 0 0 2 10 21 0 0 0 3 7 21 1 1 0 4 5 20 0 0 0 5 X X X X X not here 10/28/2014 8 6 14 0 0 0 9 9 16 1 0 3 Vendors with A. Bond 10 8 17 1 0 0 11 7 19 1 0 0 12 6 22 0 0 0 1 7 21 0 0 0 2 9 16 0 1 0 UPS 3 X X X X 0 leave at 2:30 on Tuesdays 4 X X X X 0 5 X X X X X not here 10/29/2014 8 5 15 1 0 0 9 5 15 1 0 0 10 7 16 1 0 1 EMS crew 11 8 18 0 0 0 12 5 18 1 0 0 1 5 20 0 0 0 2 6 18 0 0 0 3 6 17 1 0 0 4 5 1 16 0 0 0 5 X X X X X not here 10/30/2014 8 5 13 0 0 0 9 5 15 0 0 0 10 5 17 0 0 0 11 6 22 1 0 0 12 4 20 0 0 0 1 4 18 0 0 0 2 5 16 1 0 0 3 6 14 0 1 0 4 4 14 1 0 0 5 X X X X X not here 10/31/2014 8 5 10 1 0 1 Airgas 9 5 11 2 0 0 10 8 18 2 0 0 11 7 18 1 0 0 12 6 17 1 0 0 1 6 17 0 1 0 bulk order 2 X X X X X left at 2 3 X X X X X 4 X X X X X 5 x x x x x not here 1 EXHIBIT B 2014 UVMMC Landscape Analysis for 35 Joy Drive 01/12/2015 In addition to the minimum landscape requirements and budget, we have taken note of a prior 1999 Site plan approval. We have reviewed the 1999 site plan in detail, met with the city arborist, and conducted a site visit to identify tree and shrub plantings remaining today. The attached "1999 Landscape Worksheet" (Exhibit B) is provided as a record and includes the following: Trees to be replaced: Identifies trees no longer existing on -site and trees designated to be (highlighted in pink) removed as part of the project. Landscape credit: Identifies existing on -site trees (not part of the 1999 prior approval) (highlighted in yellow) which can be credited toward the required landscape budget. We have proposed 1:1 replacement trees for all trees highlighted in pink on Exhibit B. See landscape plan L1.1 for quantities and detailed replacement varieties on the planting schedule. The city arborist has asked our team to provide a substitute for the Green Ash trees indicated on the 1999 plan. We have proposed Honeylocust trees as the replacement variety for the Ash trees. We have requested a landscape credit for 12 existing trees highlighted in yellow (not part of the 1999 prior approval). The value requested per tree is $2000. 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Scale: HYDRANT LOCATION EXHIBIT 7ENGINEERING PB 1"= 100, VENTURES INC Drawn By: Project No.: 9m 1 5bite W Im 05401 MJD 14434 UNIVERSITY OF VERMONT MEDICAL '°° `eIl°e' tel. 802.863.6225 Date: Drawing No.: 863.6306 CENTER DIALYSIS — SOUTH BURLINGTON b 802.entamom C—SK1 l3opneerm6Yentmes,com 01-12-15 WPLED26N/EC ( 26 Watt LED wallpack with emergency backup battery that will last for 90 minutes during power interruption. Patent Pending thermal management system. 100,000 hour L70 lifespan. 5 Year Warranty. LED Info Driver Info Watts: 26W Type: Constant Current Color Temp: 4000K (Neutral) 120V: 0.26A Color Accuracy: 83 208V: 0.16A L70 Lifespan: 100000 240V: 0.14A LM79 Lumens: 2415 277V: 0.12A Efficacy: 81 LPW Input Watts: 30W Efficiency: 88% Technical Specifications Cold Start WPLED26 with Battery Backup: Minimum starting temperature is-20°C/-4°F. UL Listing: Suitable for Wet Locations as downlight. Wall Mount Only. Battery Backup UL 924 Listed Emergency Lighting Power Supply. Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations. Battery Mode: Light output use LLD of.7 to simulate light output during battery mode operation. LED: Two (2) 13W high -output, long -life LEDs. Driver: Constant Current, Class 2, 50/60 Hz, 120 - 277VAC 0.4 Amps. THD: 8.4% at 120V, 10.7% at 277V Backup Battery: Two field -replaceable, high -temperature, maintenance -free, nickel -cadmium batteries. Ambient Temperature: Suitable for use in 35°C (95°F) ambient temperatures. Thermal Management: Cast aluminum Thermal Management system for optimal heat sinking. The LPACK is designed for cool operation, most efficient output and maximum LED life by minimizing LED junction temperature. Color: Bronze Gaskets: High temperature silicone. Weight: 14.0 Ibs Housing: Precision die-cast aluminum housing, lens frame and mounting arm. Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. Color Consistency: 3-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated color temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2008. California Title 24: See WPLED26/PC for a 2013 California Title 24 compliant model. Equivalency: The WPLED26 is Equivalent in delivered lumens to a 175W Metal Halide Wallpack. Green Technology: RAB LEDs are Mercury, Arsenic and UV free. RAWB L I G H T I N G Tech Help Line: 888 RAB-1000 Copyright ©2015 RAB Lighting Inc. All Rights Reserved Email: sales@rabweb.com On the web at: www.rabweb.com Note: Specifications are subject to change without notice Page 1 of 2 WPLED26N/EC - continued Patents: The WPLED design is protected by U.S. Patent D634878 and Patents pending in the U.S., Canada, China, Taiwan and Mexico. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act (ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods -- Buy American Act-- Construction Materials (October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. RAMB L I G H T I N G Tech Help Line: 888 RAB-1000 Copyright ©2015 RAB Lighting Inc. All Rights Reserved Email: sales@rabweb.com On the web at: www.rabweb.com Note: Specifications are subject to change without notice Page 2 of 2 0 CO desi�rformaology N www.beaconproducts.com Sample VP-S 30NB-90 5K Ordering A B C DETAILS 22 3/4" —16 3/4" MOUNTING OPTIONS 3/4"— ---� Irn WB Wall Bracket 1/2" �--- 5 1/2" n __C1 - O N 18 3/4" t PK2 2-3/8" Adjustable Knuckle Accepts 2 3/8" OD tenon, min 4" long. Side View Back View SF2 2-318" OD Slip Fitter 0 Side View Back View RA Rectangular Arm rev. 10.16.2014 VIPER - SMALL (LED) Small Viper Luminaire Max Weight: 15.0 Ibs Max EPA: 0.67 sq ft T5R UNV PCR-TL SF2 BBT D E F G H A. MODEL G. SENSOR OPTIONS VP-S Viper - Small OCS occupancy sensor (on/off) MDD motion dimming detector B. ENGINE -WATTS 22NB-50 50 Watts - LED Array G. HOUSE SIDE SHIELD OPTIONS 22NB-70 70 Watts - LED Array HSS-90 house side shield 90' 3ONB-70 70 Watts - LED Array HSS-180 house side shield 180° 3ONB-90 90 Watts - LED Array BLC backlight control4 C. CCT - COLOR TEMP I. MOUNTING OPTIONS 5K 5000K (std.) RA rectangular arm 4K 4000K SF2 2 3/8" OD slip -fitter 3K 3000K PK2 2 3/8" adjustable knuckle WB wall bracket D. OPTICS T1 type 1 J. COLOR T2 type II BBT basic black textured T3 type III BMT black matte textured T4 type IV WHIT white textured T5R type V, rectangular MBT metallic bronze textured T50M type V, square medium BZT bronze textured T5W type V, round wide DBT dark bronze textured FR front row auto optic GYS gray smooth DPS dark platinum smooth E. VOLTAGE GNT green textured UNV 120-277V MST metallic silver textured 347V 347V MTT metallic titanium textured 480V 480V OWI old world iron RAL F. ELECTRICAL OPTIONS PCR-TL photocell, twist -lock PCR-SC photocell, shorting cap 2PF dual power feed ' 2 CERTIFICATIONS/LISTINGS Certification Data: UUcUL Wet Location Listed, LM79/ LM80 Compliant, IDA Approved, 3G Vibration Rated, DesignLights Consortium"Qualified3 not available with 64NB-135 ' not available ® 347V or 480V input DesignLights Consortium Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 4 T4 optic only 2041 58th Avenue Circle East Bradenton, fl 34203 Phone: (800) 345-4928 Fax: (941) 751-5535 ORDERING I rev. 10.16.2014 B' ' _ N design . perfor nce . technology General: The Beacon Viper luminaire is available in two sizes with a wide choice of different LED Wattage configurations and optical distributions designed to replace HID lighting up to 1000W MH or HPS and with 5 different mounting options for application in a wide variety of new and existing installations. Luminaires are suitable for wet locations. Bezel Optic System: Each Viper luminaire is supplied with an one piece optical car- tridge system consisting of an LED engine, LED lamps, optics, gasket and stainless steel bezel. The cartridge is held together with internal brass standoffs soldered to the board so that it can be field replaced as a one piece optical system. Two-piece silicone and micro -cellular polyurethane foam gasket ensures a weather-proof seal around each individual LED. The optical cartridge is secured to the die cast housing with fasteners. The optics are held in place without the use of adhesives. The cartridge assembly is available in various lighting distributions using TIR designed acrylic optical lenses over each LED. Lifeshieldrm Circuit: Thermal circuit shall protect the luminaire from excessive tempera- ture by interfacing with the 0-10V dimmable drivers to reduce drive current as necessary. The factory -preset temperature limits shall be designed to ensure maximum hours of operation to assure L70 rated lumen maintenance. The device shall activate at a specific, factory -preset temperature, and progressively reduce power over a finite temperature range. A luminaire equipped with the device may be reliably operated in any ambient tem- perature up to 550C (131°F). The thermal circuit will allow higher maximum Wattages than would be permissible on an unregulated luminaire (if some variation in light output is permissible), without risk of premature LED failure or lumen depreciation. Operation shall be smooth and undetectable to the eye. Thermal circuit shall directly measure the temperature at the LED solder point. Thermal circuit shall consist of surface mounted components mounted on the LED engine (printed circuit board). For maximum simplicity and reliability, the device shall have no dedicated enclosure, circuit board, wiring harness, gaskets, or hardware. Device shall have no moving parts, and shall operate entirely at low voltage. The device shall be located in an area of the luminaire that is protected from the elements. Thermal circuit shall be designed to "fail on", allowing the luminaire to revert to full power in the event of an interruption of its power supply, or faulty wiring connection to the drivers. Device shall be able to co -exist with other 0-10V control devices (occupancy sensors, external dimmers, etc.). The device will effectively control the solder point temperature as needed; otherwise it will allow the other control device(s) to function unimpeded. Printed Circuit Board (PCB): Aluminum thermal clad board with 0.062" thick aluminum base layer, thermally conductive dielectric layer, 0.0014" thick copper circuit layer cir- cuit layer designed with copper pours to minimize thermal impedance across dielectric. Board will be mounted to the heat sink using minimum 12 #4-40 screws to ensure con- tact with thermal pad and heat sink. Use of thermal grease will not be allowed. Housing and LED Thermal Management: The Viper' monolithic housing design cre- ates over 4.5 square feet (small Viper) or 7.7 square feet (large Viper) of heat -sinking sur- face area. Vertical fins, combined with flow-thru openings prevent sediment and moisture buildup on critical heat sinking surfaces without the need for grates, screens or other debris control tactics. The Viper housing, electrical compartment and fitter are. made from die cast aluminum that is pre-treated and powder -coated to meet the most rigged industry standards. The finish is corrosion resistant to meet ASTMB-117, resists cracking or loss of adhesion per ASTM D522, resists surface impacts of up to 160 inch -pound. All external hardware is corrosion resistant. The housing serves as a heat -sink for the LED bezel with a separate compartment for the drivers. Electrical Assembly: The fixture electrical compartment shall contain all LED driver components and shall be provided with a push-button terminal block for AC power connections. The housing is designed for an optional twist lock photo control receptacle. Accessibility: Although the Viper luminaire is designed to operate for many years with- out maintenance, accessibility is a key component in its design. The Drivers are mounted on a removable door that is secured with keyslotted screws and hinges down for conve- nient access. The drivers are field replaceable using quick disconnects. Drivers: Luminaires are equipped with an LED driver that accepts 100V through 277V, 50 Hz to 60 Hz (UNIV), or a driver that accepts 347V or 480V input. Power factor is .92 at full load. All electrical components are rated at 50,000 hours at full load and 25°C am- bient conditions per MIL- 217F Notice 2. Dimming drivers are standard, with connections for external dimming equipment available upon request. Component -to -component wir- ing within the luminaire may carry no more than 80% of rated load and is listed by UL for use at 600VAC at 50°C or higher. Plug disconnects are listed by UL for use at 600 VAC, 13A or higher. 13A rating applies to primary (AC) side only. VIPER - SMALL (LED) Small Viper Luminaire Max Weight: 15.0 Ibs Max EPA: 0.67 sq ft Surge Protector. The on -board surge protector shall be a UL recognized component for the United States and Canada and have a surge current rating of 20,000 Amps using the industry standard 8/20 pSec wave. The LSP shall have a clamping voltage of 825V and surge rating of 540J. The case shall be a high -temperature, flame resistant plastic enclosure. Fasteners: All fasteners shall be stainless steel. When tamper resistant fasteners are required, spanner HD (snake eye) style shall be provided (special tool required, consult factory). Color Rendering Index (CRI): Luminaire shall have a minimum CRI of 67 at 5000K. Operating Environment: Shall be able to operate normally in ambient temperatures from -40°C to 40°C Finish: Finish shall be a Beacote V polyester powder -coat electro-statically applied and thermocured. Beacote V finish shall consist of a five stage iron phosphate chemical pre- treatment regimen with a polymer primer sealer, oven dry off, and top coated with a thermoset super TGIC polyester powder coat finish. The finish shall meet the AAMA 605.2 performance specification which includes passing a 3000 hour salt spray test for corrosion resistance and resists cracking or loss of adhesion per ASTM D522 and resists surface impacts of up to 160 inch -pound. Agency Certification: The luminaire shall bear a CSA label and be marked suitable for wet locations. The Beacon Viper is approved by the International Dark -Sky association as a dark sky friendly fixture. Warranty: Beacon luminaires feature a 5 year limited warranty. Beacon LED luminaires with LED arrays feature a 5 year limited warranty covering the LED arrays. LED drivers are covered by a 5 year limited warranty. PIR sensors carry a 5 year limited warranty from the sensor manufacturer. See Warranty Information on www.beaconproducts.com complete details and exclusions. Power/Lumens & Distrubutions 22NB 50 4700-5020 93-103 96.19% 22NFi 70 5780-6200 82-103 85.79 % 30NB 70 6408-6850 91-103 95.02% 30NB 90 7700-8260 85-97 85.79% TM21 is the framework for taking LM-80 data and making useful LED lifetime projec- tions. Reported and Calculated Lifetimes shown are based on hours at the time of this printing. For current Reported and Calculated hours please contact factory or Beacon's web -site. CCT (COLOR TEMP) CRI Lumen Output (Color Rendering) Multipliers 5000K = 1.0 min 67 CRI 4000K = .92 min 70 CRI 3000K = .75 min 80 CRI DRILL PATTERN Tr ;i 4" Suggested distance I i from top of pole 2.50" 05/8".,......... i 2X 05/16"-'� Rectangular Arm.`' f i i 04" Pole 05" Pole 06" Pole Due to our continued efforts to improve our products, product specifications are subject to change without notice. 2041 58th Avenue Circle East Bradenton, fl 34203 Phone: (800) 345-4928 Fax: (941) 751-5535 SPECIFICATION pC -> pizzagalli p r o p e r z 1 e s, 1 1 c 50 Joy Drive, Post Office Box 2009 So. Burlington, Vermont 05407-2009 T 802.658.4100 F 802.651.1307 www.pizzagalli.com October 26, 1999 Mr. Joseph Wyeth South Burlington City "Planner 575 Dorset Street South Burlington, VT 05403 RE: Fletcher Allen Health Care Chittenden County Renal Dialysis Landscaping Change Dear Joe: Pursuant to our recent conversation regarding a potential change in the landscaping plan at the above referenced Project, enclosed please fmd photo -copies of the site plan showing the existing plan showing three (3) green ash trees and my sketch of the proposed change showing 25 cedar hedges. Also enclosed is an estimate from Heartwood Landscaping for the change which results in an add of over $1,600. Please don't hesitate to call me with any questions. Sin r ly: Robert T. Bouchard Development Manager Enclosures %�� No Text No Text N Lo a HeartW A Landscape Designing and Maintenance 1879-4425 FAX COVER SHEET DA l a — �b - �9 _ # of Pages To: � — including cover. Of. Fax' , Gy Mrss�e:jAx::j7-exvll,e�lx -2 sincerr�v - k; �Ic+►pe Doo4pin OwJaz ► "ber is 893-1589 r w i�- --T;;��- -z,-Iit - ---- 1,�1-:7. -- 0 Heartwood Landscape Designing and Maintenance • 879-4425 RENAL DIALYSIS CENTER PLANT LIST 1= BOTANICAI NAME COMMON NAME .Q']'•, Sim REMARKS TREES AC Amelanchia cenede.sis Servicelxrty 13 2-2 1/2" Cal. R&B, Single Stem AS Ata s.echemm Sugar Maple 8 2 1/2.3" Cal. B&B, 6' Breaching HI. (Min.) FP FraX.-pemnyl—ic. G. Aah 6 2 112Cal. B&B, 6' Benching Ht. (Min.) PG I'm gl.m White Spruce 3 8-10' R&B, Full PG Pica. giant. White Spmcc 6 6-V B&B: Full EA Euooymae Malus'Compactus' Compact Burning Bush 64 24.30" B&B, Heavy, Plant 301. o,o. SC Symphoricalpos cl eneultii Char.ah Co..l Bevy 42 24-30" B&B, Heavy, Plant 30" o.c. TC T—s cuspidaw 3.paneae Yaw 31 24-30" B&B, FnIL Plain 30" o.e. TO Thj.ocoi&.Wia'Nfg<e White Cadet Il 3.6 B&B, Full 1 RICEMPMORL4L HfGHSCHOOL NIP r TT 'w V'- -,Iqppo-1 'r ' RENAL DIALYSIS CENTER LOT #3 BROADCAST PARK \ 35 JOY DRIVE SGuth BurkIlgODn, VeP . h 7 279 280 _ NOTE:..DUAPS�--•-�� =� __ _ —` _ .- -- ' �., -- __ / ' I RXLST/NO ALL AREAS DISTURBED FROM THE INSTALLATION OF PLANT MATERIAL ARE TO BE REPAIRED AND \ LOADIIYO DOCK _ _ `2 _ l BT7UAmYODS RESEEDED BY THE LANDSCAPF. CONTRACTOR. All EXCESS TREE PIT MATERIAL IS TO BE REMOVED„ �_ \ \ _ Gffi✓ERA7IJR — _ — /V I CONCRETE FROM THE SITE. 278 PROPOSED T/�~,' iL 2 "v_�• NOTE: REAMING ENTIRE AND 1 REMOVE ALL NURSERY TAGS, 1 ROPE, STRING,, OR SURVEYORS FUTURE _ TAPE TO FERVENT FUTURE GIRDLING278 �. TOP OF ROOTDALL TO BE PLACED I ss{'g,�Sq S 4. AT SAME LEVEL THAT IT WAS D GROWN IN NURSERY �il -BLtOHT ROOT FLARE SHOULD \ WATERING BASIN NOTE: SURROUNDING SOIL SHOULD NOT EXCEED SO% COMPACTION 1 TREE PLANTING L1 SCALE: 1/211=1'-O'1 BE EVIOENT \\ \ 2" WELL COMPOSTED DARK MULCH CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBAII \\ \ \ � EXISTTNOTRBES �`—, I PLANT MIX \ \ / �_ C0 — I •3 PARTS NATIVE SOIL \ •1 PART WELL COMPOSTED MANURE �� \ FINI9H GRADE BREAK APART EDGE OP EXCAVATION � y \\ W/ SHOVEL AND L PLANT MIX BLEND EXISTING RI O SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE •EXCAVATE ONLY TO SPECIFIED \ \ \ �' \\ ,\ PLANTING DEPTH TO ENSURE STABLE RASE \• \ wcAx \ \ 7 \ \ '-A TOP OF ROOTBA�LEVELLL TO DE PLACED TAME LEVEL THAT IS WAS GROWN IN NURSERY 2" MULCH TEMPORARY WATERING BASIN FINISH GRADE CUT AND REMOVE DURLAP PROM TOP .. \��\\�� I/$ OF BALL 3ANT MIX, PART9 NATIVE TOPSOIL I PART WELL ROTTED MANURE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTINO DEPTH TO ENSURE STABLE BASE 2 SHRUB PLANTING L1 NOT TO SCALE AC: / / sc / a -E ,r- /, , IN ti \ � \� RIM EINv2�y6DA5 \1 s I 277 I — / / / / l SAVE TWO l IRANSP T 276NCE98ARY e»AGALLli ROPBRITES LLC N/F EXISTING TREES TORBAfAIN DUNN HAME IN KANE LAND- H A—FICR- AND RANMNG 156 Cdlcge Sneer 0.rlingmn, Ven.gat05401 BD2�862U049 P=AGALLI PROPERTIES, INC. 50 1oy DDve S—h Bmlirgtoe Vermont 05407 802fi5&4100 DONALD L. HAMLIN CONSULTING ENGINEERS 136 Peeti Sheet Fs Jutine, Vermont 05452 W-147g-3956 947 Sae: r-2G Date: 3ABA9 Draw. By: MXW Crocked By: CWD o y, \ O R 1�cE STUB f jt ! gj4.77 62 1 Am ewwma raopde u1. ERIM EL'mouT>268. Adaaasm4"e NaW .4s \ 1Nv' Gun' D PLANTING PLAN Sheol N—ber: ➢1T,Z,4GALLI PROPERI7BS. LLC L1 Proj. Nam6a: P11K PC a pizzagalli p r o p e r t i s a, 1 1 c 50 Joy Drive, P.O. Box 2009 South Burlington, Vermont 05403-2009 Telephone (802) 658-4100 Fax (802) 651-1307 November 9, 1999 Mr. Joseph Wyeth South Burlington City Planner 575 Dorset Street South Burlington, VT 05403 RE: Fletcher Allen Health Care Chittenden County Renal Dialysis Landscaping Change Dear Joe: Enclosed please find photo copies of the landscaping plan for Fletcher Allen Health Care's (FAHC) new Chittenden County Renal Dialysis Center at 35 Joy Drive in South Burlington. FAHC recently made a request to have Pizzagalli remove the hedges shown around the dumpster area and have those plantings relocated to a landscaping strip in the parking lot (as shown on the enclosed amended plan). FAHC felt that the plantings around the dumpsters were serving no purpose. The dumpsters were in fact already screened in all directions by the existing grades surrounding them. The only direction one might be able to see the dumpsters from was our building at 55 Joy Drive to the east. Therefore it was decided by FAHC to relocate the hedges onto the landscaped strip in the parking lot (shown on the enclosed plan) to provide screening to the east. Pizzagalli Construction has contracted with Heartwood Landscape Designing for all plantings on the site. Heartwood was asked to submit a price to install the hedge in the parking lot. The cost of the new cedar hedge, which includes twenty-five (25) plants was $2,298.00. The three (3) green ash trees totaled $671.00. Eleven (11) of the twenty-five (25) plants were being relocated from around the dumpster area. Total cost of hedge row (25 plants @ $91.90 per) $2,298 Less cost of previous cedars around dumpster area (1 1plants @ $91.90 per) — $1,011 Less the cost of three (3) green ash trees — 671 Total additional cost to relocate cedars as shown $616 The prices show that the cost of the additional and relocated cedar hedges are greater than the original costs. Pizzagalli Properties would like to request that the City of South Burlington accepts this proposed landscaping change. Should you have any questions or comments, please do not hesitate to call me. Wr, RECEIVLL.,; NOV 0 9 1999 Cit Y tft'os'srjinqrtnn0. t5Ij..1 Si er / Robert T. Bouchard Development Manager 2� 'WX- A`'A Pf °"p-t' ��. 2.z� _ I �1-:7. -- Heartwood Landscape Designing and Maintenance • 879-4425 FA VAA V�ft W-'% W-a - - - - 8 80 79 7 _27 279 280 — . U-TO D�WSTER LO,�bnVG DOCK — 7 AS B �GENERATOR =2�---- _ _ 3-F"P _ � _ — — 7 S' SIDEWALK I- Y 3-AC l I AS PROPOSED, 2lSC / l { / RENAL D.TALYSIS CENTER 25-TC �, I 2 7 7 J o l .I 6-TC H --- 34EA v CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 1, 1999 Robert Bouchard Pizzagalli Development Company 50 Joy Drive South Burlington, VT 05403 Re: 35 Joy Drive Dear Mr. Bouchard: Please be advised that the improvements to the Bartlett Bay Wastewater Treatment Facility are complete. Should you require further information, please let me know. J Sincerely, Raymond J. Belair, Administrative Officer RJB/mcp form and function. The CAMBRIDGE provides tray. styling as well as effective,,4 CAMBRIDGE iliurnination. luminaires are ideal for plann communities, parks, walkway parking areas, entrances, ma or any no -glare applicati *.The CAMBRIDGE family ofoutdo( luminaires offer variety to meet ar specification: ��• Pole or Wall Mount Two Sizes to accommodate 100 to 1000 watt Metal Halide and High Pressure Sodium mogul base lamps. • Three Reflectors - Specular anodized reflectors provide a square symmetrical, forward throw, or narrow asymmetrical © lighting patterns. • A variety of Designer Color Finishes. Excellence in design and quality construction are hallmarks of the CAMBRIDGE collection. All housings and lens doors are one-piece cast aluminum with soft radius corners. The lens is clear flat tempered glass held in place with sealant and retaining clips. A continuous EPDM gasket seals the door assembly to the housing. The ballast assembly is starting rated to —20 degrees F. Ballasts for Metal Halide and High Pressure Sodium lamps are constant wattage autotransformer type, high power factor. Rom. Height R. Ordering hW Allowable EPA Wind Velocity w/1.3 gust Shaft Silo Anchor BON gam Wl./ , 70 80 90 100 Dim Ge 10, 10-SOS-411-' 38 28.5 22 17 4 11 Y4x15 91 10, 10-SOS-511-' 60 46 36 28 5 11 Y415 106 12' 12-SOS-411-' 28 21 15 12 4 11 Y015 104 12' 12-SOS-511-' 45 33 25 20 5 11 3Ax15 122 14'. 14-SOS-411-' 23 17 12.5 9.5 4 11 3Axi5 116 14' 14-SOS-407-' 34.5 25.5 20 15 4 7 Y4x15 158 14' 14-SOS-511-' 38 28.5 21.5 16.5 5 11 3015 138 16, i6-SOS-411-' 19.5 14 10.5 7.5 4 11 Y015 128 16' 16-SOS-407-' 29.5 21.5 16 12 4 7 3/415 176 16' 16-SOS-511-' 32 23.5 17.5 13.5 5 11 Y415 153 16, 16-SOS-507-' 47.5 35.5 27 21.5 5 7 Y/4x15 214 18, 18-SOS-411-' 16.5 11.5 8.5 6 4 it 3/430 147 18, 18-SOS-407-' 25.5 18 13.5 10.5 4 7 3dx30 201 18, 18-SOS-511-' 27.5 20 14 11 5 11 IWO 175 18, 18-SOS-507-' 42 31 23.5 18 5 7 %00 243 20' 20-SOS-411-' 13.5 9.5 6.5 4.5 4 it Y4x30 173 20' 20-SOS-407-' 22 i6 11.5 8.5 4 7 Y430 160 20' 20-SOS-511= 23.5 17 12 9 5 11 Y4x30 191 20' 20-SOS-507-' 36.5 27 20 15.5 5 7 3A430 266 20' 20-SOS-607-' 51 38 28.5 22 6 7 3/4x30 312 25' 25-SOS-411-' 8.5 5 3 1.5 4 11 1x36 238 25' 25-SOS-407-' 14.5 10 6.5 4.5 4 7 1x36 266 25, 25-SOS-511-' 15 10.5 6.5 1 4 5 11 1x36 231 25' 25-SOS-507-' 25 18 12.5 8.5 5 7 1x36 324 25' 25-SOS-525-' 36.5 26 19 14 5 .25 1x36 437 25' 25-SOS-607-' 38.5 28 20.5 15 6 7 1x36 404 30' 30-SOS-407-' 6.5 4.5 2.5 1.5 4 7 i06 313 30' 30-SOS-511-' 7.5 5.5 2.5 NR 5 11 i06 274 30' 30-SOS-507-' 18 12 8 4.5 5 7 1x36 398 30' 30-SOS-525-' 22 16 13 8 5 .25 1x36 537 30' 30-SOS-607-' 30 20 14 9 6 7 1x36 467 30' 30-SOS-625-' 42 30 22 16 6 .25 11/408 630 35' 35-SOS-607-' 20.5 13 8 4.5 1 6 7 1x36 538 35' 35-SOS-625-' 26 18 12 7.5 6 .25 11/4x48 726 40' 40-SOS-625-' 14 10.5 5.5 r2.5 6 .25 11/448 735 'CORHOURATION - SUFFIX SGL DBL DBL-90 TPPL■ QUAD _ I + 'MOUNTING HOLE PATTERN - SUFFIX NMI - PATTERNS AVAILABLE WTa©©�� iY4Yialil�©©© _-- X-Available provided EPA is not exceeded. SPAULDING LRN 11 LJ OR29 W�❑ NOTE: All poles have a prefinish, baked -on enamel paint finish to match the luminaire's color. Ordering information for base covers, receptacles... see page 16. All poles are furnished with anchor bolts and double nuts. N/R-Not Recommended SPECIFY COLOR LUMINAIRE ORDERING GUId_ UL& CSA Listed. Model CEI - small size (EPA=1.6) CEI-VL-small size, vertical lamp(EPA=1.8) CEII - large size (EPA=2.9) Mounting Mode Pole Mount Wall Bracket Lamp Type/ small size large size S100 S150 S250 S400 M175 M250 M400 S400 S1000 M400 M1000 Watts Vertical lamp available in all wattages. M-400 vertical lamp order ED28. Reflector III -asymmetric IV -forward throw VS -symmetric square IVV-forward throw vertical Voltage 120 208 240 277 347 480 MT -multi -tap Options PC - photoelectric cell 120-277v, up to 400w. SF - single fuse PR - photo receptacle (less cell) DF - double fuse VG - polycarbonate vandal guard CS - house side cutoff shield Colors for DBZ BGE RRN SGB WHT FGP TBP RBP CNB LTG Luminaire and Pole dark bronze beige rocket red black white forest green teal blue royal blue burgundy lite gray Luminaire MOUNTING LAMP TYPE Ordering MODEL MODE WATTS REFLECTOR VOLTAGE OPTIONS COLOR Example: CEI PM; pole mount: small large HORIZONTAL LAMP 120 III; asymmetric PC; photoelectric cell DBZ: dark bronze O AWN CEI-VL CE, arm for 5150 5400 CEII CEI 5150 51000 IV; forward throw 240 240 120-277v. up to 400w BGE: beige RRN; rocket red y s1a10"arm 5250 M400 VS; V-square 277 VERTICAL LAMP PR; photo receptacle SGB: black for CEII 5400 M1000 WB: wall bracket M175 347 IW; forward throw 480 (less cell) SF; single fuse WHT; white FGP; forest green M250 MT: multi -tap DF; double fuse TBP; teal blue M400" VG; Dolyarbonate RBP; royal blue '(ED28 Required vandal guard CNB; burgundy for CEI-VL) CS; house side cutoff LTG; lite gray shield Pole Ordering Refer to Poles/Brackets Section for ordering information. LIGHTING, INC. L t� EASY MAINTENANCE CAMBRIDGES make lamp replacement and routine maintenance easy. Lamps are easily accessed through the hinged aluminum door which is secured with captive screws. The hinged reflector assembly allows access to mounting hardware and ballast. All ballast components are mounted directly and heat sinked to the cast housing for cooler operation and long life. MOUNTING OPTIONS The versatile CAMBRIDGE collection lets you customize illumination to suit the setting. Choose CAMBRIDGE luminaires in Single, Twin Parallel, Twin 90 degree, Twin 180 degree, Triple, Quad or Wall Mount configurations. 3 -_O-d %S6 6L9Z8L8�.08 TS:VT 666T-0E—Jnd IVISS NIAGNUSPECTM SERIES SQUARE CUTOFF SPECIFICATION GRADE The compact MSS Series Magnuspece is a versatile luminaire suitable for many lighting applications. The sixteen inch square housing accommodates a wide range of optical systems allowing maximized lighting utilization and a removable ballast Powr Panl® for ease of installation and maintenance. Couple the excellent photometric capability with four mounting arrangements and MSS Magnuspec becomes a key element in marry of your lighting designs. Mounting Capability - MSS can be arm, ceiling, yoke or garage mounted. Arm - side pole or wall. Ceiling - canopy. Yoke - pole top. Garage - adjustable parking garage trunnion. Optical - Flat tens cutoff distribution - horizontal lamp Type 1, III, IV, Y Square, vertical lamp Type 9 Square, drop prismatic retractor - Type Y Square. Housing - hugged. one-piece aluminum, formed and welded for longterm weather protection. Finish coat of LEKTROCOTE® powder, minimum 2 mils thick and sealed to aluminum at 400OF for lasting color and 4H pencil hardness. Lensrpoor Assembly - Glass tenses are secured in a mitered extruded aluminum frame with solid comer key supports. Four springloaded tool -less cast latches allow door to be opened from either end for quick maintenance. Lsnses are sealed to housing with a high quality silicone gasket Powr Peril - Ballast components mounted to a galvanized steel removable panel with electrical quick connects for power and socket. Ballasts are H.P.F. 1800C insulated with -20•F (-WF HIPS) starting. 60 hz. standard - 50 hz. available. Listings - All units are U.L. listed 1572 for wet' locations and CSA certified for outdoor use. IP suitability IP55. 'Garage mount is listed for damp locations. CATALOG LOGIC MSS -A154S-3Wa-1PCR4 r -r- Ma4nuspet T options (srnatq PCR(x) - Photoco" Mounting Receptacle A - Ann (Flush) P(x) - fu" C - Geeing 1 - 12UV Y - Yoke (P09t Top) 2 - 206V t: Garage 7 - 240V 4 - 277V Wallas• 5 - 4WV HPs MH 6 - 347V 70 70 L Finial+ 100 100 Ha 150 175 1 2 - (ilk Source 3 - Gray M - %kW Halide 4 - white 3 - HIPS 5-" Powr ►tnl Ballast — 7 - Green 3 t - Terra Con 9-Tal DlitrlbvUon R - Rod I - Type I a - Blot P - Type M G - G** r9d T - Forward Throw M - Mauve W -Type V Horizontal Iolttgs V - Type V Vet,cal VV A - Drop AcfyW Typo V 5 - " - 4 Iyc t -Drop P°arD Type V 6 - Owd Tap I120/2M240/77) 'Not IIIYallebto in Tow art° I00W MH urft El Lighting, Inc. ?t�0 Sc'T 'UN L02T TS9 i7_08 - JN: ARM low YOKE CEILING DGARAGE 040e NRTLIC DIMENSIONS P"W 7yp• C mtlop N�rneer 19N I l-1nSN0.7 N I _WEJN G IhNOQ 00 : b T 66/0 -/80 20d £0'd %t•6 6L9EEILBE08 TS:VT 666T-02-9nd 20d ORDERING INFORMATION Weight lbs. kgs Catalog Number Wattage METAL HALIDE MSS40701,1-310-1 70 23 10A MSS41001,11-30.1 100 24 10.9 MSS-AI7SH-3x8-1 175 25 11.3 HIGH PRESSURE SODIUM MSS-AMS-3x8-11 70 23 10.4 MSS-At06S•3x6-1 100 24 10.9 10ISS-A15OS-3YIl-1 150 25 11.3 • Cafaloe numbers are arm mount housings, Quad -Tape Ballast and bronze finish. • For other mountings change "A" to "42--Ceiling, "1P'-Yoke, "P"-Post-Top, "G"-Garage. • For photomatric distriturtion replace 1- with, 1-Type I. P-Type 111 T-Forward Throw, W-Type Y Horizontal, V-Type 7 vertical, A -Drop acrylic Type 4 and L-Drop polycarbonate Type 4 • For other voltages change Ouad-Tap 1120, 208, 240, 277) "Ill" to "S" for 480 volt, " 6" for Tot -Tap (120, 277, 347} • For other finishes replace "1" with. 2-Black, 3-Gray, 4-While, 6-Beige, 7-Forest Green, 8-Terra Cons, 9-Teal, 8-Blue, R-Red, G-Goldenrod, M-Mauve, 0-0ther. • For 50 Heriz Ballast please contact factory. OPTIONS suffix Description PCR(X) Twisllocka Photocontrol receptacle replace "X" with 1-120, 2-208. 3-240, 4-277, 5-480. 6.347. Order PTL PhaAocontrol separately. F(X) Fusing - Specify wiring voltage 1.120, 2-203, 3-240, 4-277, 5-490, 6-347. ACCESSORIES Weight Catatop Number Description lbs. kgs. ARMS MAS-44 41 Arm for flat surfaces 1.5 1MAS-10-X 10' Arm for flat surfaces 2 5 1.2 ADAPTERS RSO-44-X r 00 Nominal Pale Adapter for MAS Arms 1 .4 RSD-SS-X Y OD Nominal hole Adapter for MAS Arms 1 MSS-90-1 2%100 Tenon Splidme► drilled for MAS Arms 20 .9 MAS-FM Flush mount hardware for MSS fixtures .3 .1 DS-WP-X Wall plate for flush or arm mount of MSS 5.7 22 For finish replace "X" with 1-8mitze, 2-Black. 3-Gray, 4-White, 6-0", 7-Forest Green. 6-Terra Carta. 9-Teal, 9-8lue, R-Red G-GoldettIod, M-Mauve, O-Otrter. Lighting, Inc. EPA 1. 2 ARM HOUSING 2. YOKE FIXTURES PHOTOMETRIC D15TRtBUTION GUIDE TYPE I - "I" 12 TYPE III - "P" iffil) FORWARD THROW - "T" � 11 TYPE Y HORIZONTAL - ' W" , 0 TYPE Y VERTICLE - "V" I ^; TYPE V ACRYLIC - "A" i�•., TYPE Y ` lv1 POLYCARSONATE - "L" • MAS-44/001AS-104 RSD44-X/55-X MAS-FM S'h• i ts• {3�tenit) i j {2glnlnl) DS-WP-X Z00 HuMmUlphttftg, W_ MIX) Electric Way Chrisliansburg, Virginia 24073, (540) 382.6111 • Fax (540) 382-1 SH • Telex: 23-7407719 Wd"Il Caeada, Inc., 970 Brock Road South. Pickering, Ontario Lt W1 ZB, (905) 839-1138 • Fax:1905) 839.9108 • Telex W981268 H1lbbefl, Ltd., Ronald Close, Woburn Rd Ind. Estate. Kempston, Bedford, England MK42-7SH • Tel (44 234) 8S5444 • Telex 626085 010% Hubwl inrarmaw prl?w in US.A 8?T 'ON 2,02T TS9 E08 - *ON3 9NI1-instA D NI1Wt1H GItiNOG TO:bT 66/02, 80 170 ' d %t76 6L9E8L8E08 --s : pT 666 T-0£-9f1H HUBBELL LIGHTING PHOTOMETRIC REPORT MSS-X175H-3TX-X - TEST NO.' WP-0030 It—LUMINAIRE LAMP CLASSIFICATION (415mm) �--- SOCKET PXSS_ FOXED TYPE 175W KWOE OISTROJTIOW NIA s 17�� REFLEMR: ALUMINUM SPECULAR ANSI: MH-175/UIMED L0: VA-H TYPE: NIA jeoammy ENCLOSURE GL.LArt "T OtA3J trvlrc�Q1 a E•, T LC." a.e arC"ES CONTRpi: WROtr ti LUMENS 52600 o.a. MOugnmis mmKT: sm) METERS MOUNTING MEIGNT It FEET -' K•E MaafflIu n CaN simpo r Tate — — — Ce•16t+m a U040ton Curves v marrm wa Card6pomw Maxdwm it H - 33.9' V • 51.7' ,•p 2 J • 3 .• 7 S - M •� ■■■ F�I. Emm r, ; ON CA `.. Zvi r ■m■bk� ®m■ • i •3 273 2 1 96.0 , 2 3 • a e I S)S RATIO OF LON&TUQNAL DISTANCE TO MOUNTMG NEIC✓rT GENERAL Too Dm*xe. 39 FEET or. _" cnw a-2t-9ts A• ,,t x-0.4--A---- TO WrCaim•t• pMtO+RINft for alm4- bmps wdh d0foraA Wman•, mutolly Lurtwns. Lux Vw Foocarva" by eta rat& RATIO. SaffCTEO LAMP LUMENS 12606 UQKTfLUXVALUES LIAIEN9 POCENT DOWNWAIlm STAWON 5267 N1.06 o0WNW*m NOIAf.SWE 7St S.9i SIPWARD airrom D .00 UPWARD IrOUSFSICE D .DO TOTAL 603-1 4i.e2 Mumma KEPGHT CORRECTION FACTORS M01� 12 14 to I 20 22 24 „• Sti 437 4.tt 5.49 Et0 87t T 92 i•-,r 22S 155 1 '17 1.00 ,it ,t7 Ss HUBBELL LIGHTING PHOTOMETRIC REPORT MSS-X175H-3WX-X TEST NO.: HP-06332 +•�' LUMINAIRE LAMP CLASSIFICATION {•17rrlm SOCKET Pm A-0 TYPE 1TSW KALME DISTRI917TION. N/A r f—LC- LL.UALENS: P REFLECTOR ALANOO 1510 SEMI.SPECULAR ANW: MWI75AYMPO kW W.M TYPE T•SOLk0 RE (JD'YwI.� ENCLDSURE CXEAII FIAT GLASS ENVEtAPE E17 LGL 25 INCHES CONTROL CMFF 1211100 ac. GENERAL • • • • • • Taal DaQY'K,i >< FEET Lill osw 2-m95 MOUNTING HELGNT. S49 METERS MOUNTING KV(;W.1 t FI FT —Ai(- X.Cy, f'• -- mp Ma1wm n Cardlapo•n Trite — — — Caalfriart of UbTvaw Curves A .6- =A- a Midnaan GaMleporer To wros„mille Peft-- Madnum a H - Aa,r V - tt r er 1or ••niW WNG wtth ditwl mill KI Ira hlIR-11411"m I Ills ©allal,01,1aV: NO FE ■."►. �� Rom ®� T • S • • • 1 O a 1 2 ] • e a r I m t-113 or Lumen.mubw WrMrK.iMa and Faftwd ! &'I Ills raftm PATIO - SELECTED LAMP LUMENS 12600 UIGM FLUX VALUES LUMEMS hew uw DollmmwAw 410 32.32 m 83t7 GL64 MOUNT NG KflGnT CORRECTION FACTORS y01 12 14 1 if I IS 2D 2M01 %,. 1.6t wT 4A SAt tt0 K,11 l- Fa m 2.25 i� in 1D0 .m ISi . - PAM OF WWGITUMAL DISTANCE TO Mou%'FR4 NC-C-T © TESTED TO CURRENT IFS AND NFMA STANDARDS UNDER STA&ILtZFO L, '. HUBBELL Ughtln% Inc• U180RATORY CONORIONS- VARIOUS OPERATING FACTORS CAN CAUSE .7 DIFFERENCES DETWEEN LA& DATA AND ACTUAL FIELD MEASUREMENTS. a HubbeWWhtln% Inc. 20W Ekcft Way. Chri%ans", Virginia 24073, (5W) 302-8111 a Fax (540) 302-1526 • Teks1G 23•740M9 Hubbell Conad., 6W, 870 &rock Road South Pickering. Omaft L1 WTZS. (905) Ml 138 • Fax 190SI $39-9105 • Telex W981258 Hubbell. t.td., Ronald Close. Wobum Rd. Ind. Estate, Kemper Bedford. England MK42-ISM • To) (44 234) 855444 • Telex: 826M LL.,..cne C1405 Hubbell ktoomor" PriMW in USA boa �?2T'ON L021 TS9 7-09 - '943 9Nli-lnSN0.-) NI-lWHH Q1hNOQ To:bT 66i02/80 %S6 . SAP/RAC MOUNTING ARRANUMENTS D3 L__3d0 V-0 tl TENON $106 MOUNT SAP SEfiIES NOM. MT. DECORATNE CAST ALUMfNUM BASE y' r T' is Mon)1r 011 Mon)•BOLT CIRCLE l TENON 11�; I SIOF MOUNT' RAC SERIES TWO PIECE BASE COVE! MOOLMACLE le NOM W. Mi• roplAke, Lighting, Inc. 6L9C-SL8Z08 2S:VT 666T-02-onu SQUARE STRAIGHT ALUMINUM FEATURES • Shaft one-piece extruded • Oeearatho cast aluminum b6ee • Tsnon or machined stile mounting • Four 'V ahaW anchor bolts WCkW6d • Cwund 4ua standard • TemmCit+ate inctudod • S1• u lol iniah aalwew Satin arur111num ORDERING INFORMATION o&M�E Ancker►He F • slab BMW "t � p im tt1Ft Oda tlga .. , ,. t43 3 (43 GROUP I' - T x 4• hANDH= SWA8AP-1127t•IOI.'•; td0 It S10 0 t4AA0 200 4oP R0� 'M'1Gi0r+r3' e.P 250• 06 320.6 SAP-414X-XX 1 14 4,3 10.0 250 6,C 1S0 4-Od' 9-98' jl'r30'r$' 9.7 250' f7 34.9 SAP-41SX•XX'- 1i 43 SA 225 4.0 100 4w 8$8� 1%*00ft 9.0* i.W I0.0 88 39.0 SAP'-416X•XX '0 16 S.5 6A ISO JA 100 4,00' 9.6C i4•f190'xs' 9.� 25C1 OS 4Xt SAP-426X-XX 20 s t S 0 1 ZS t0 100 4,00' &W 1f'740'�cS 2-W 104 47.2 GROUP 11' - 3' x 4• FIANOMOIE BAP-519X•XX "- 16 5.5 150 375 7A 175 6,00' t 1.25'jWXWW 11.0' 777 3AP-S10X-XX 20 a1 120 Soo S,0 123 SAD' tI" 'b'x30'X3• 11.0' 27Y 11191m.0 130 ".0 SAP-S2SX-XX 25 7.6 S,0 la 20 100 5.00r II.W -%*K30•3t3" tt& 27W ISO 71.7 GROUP IIit - 4•x6' MANOMOLK SAP41SU-XX 30 9.t 60 t50 20 100 8.7Y 114,60• I I•x3a x4• 14! 4.75• 197 89.4 4-1 fyLy 7anIW,Mbook dow w A4,•a www&gwd"%P of ftaift DNOW WW4N4V" ^VM 0. 1pl ftd Of Now 211 r1 w caws P*~ i2, W�a,wPa,�i>V �IaSFP►��p]�MMra�Q'T I CIS701�-� 41 WADM la Mir 30 WH,N0M.* Ai 1"16a- big" M.n Ok^Poo d 2cm PSI. GIMa�arr 0N, M ltr W yy W. �Irl 1 43, Mc'r ale Delp m MSML ral P-,Ai! rn�Y� wr 4. �Y .Ilan �111rr r�l� YAa WI�M U'IM'� rY Y�'q wq WN! hf IIKOIIKI M1�M�. DI�.OMA RfYIINO f10111147W a" / 11"M^Plalll. Y, Yfa N+01 IMYM annn,ga Mu : F.s aWNWn G-Y (Cord ROWND STRAIGHT ALUMINUM FEATURES • Shaft 00e-pie ce extruded • Ground lug standard • Group I - open top or 24i• tenon • Four "C' shaped anchor bOK9 inotudod • Group A --- 2461 tenon'or side mounting • Standard finish rotary sanded satin aluminum • Cut aluminum tease • Bob template included • TWO .ace base ci t r OR�ERING INFORMATION Me Load ftwv (2)1 AAGWI F 60 MPN 100 MPN t� Nu111WrW (13 Ohl Pe Die. �~ 94 *w pet p row Ft. INEPA WL EPA Wt Ib• IMr {33 t33 t33 GROUP I - NO HAf rDHOL6 RAC-306X-1110 6 24 is 215 49 126 9.0' 9.00' th�ciSld' a.0• 396' I6 73 RAC- 10 3A t3 160 27 100 3.0' l.00• lh'x15•aT' a0' 396' 19 as AAC-312X.PO 12 114 3.7 4$ 115 1$ 100 30' 9.00' 1ti415W 8.0• 388• 22 IN RAC SI X-PO 4.3 3-O 100 - 3.0' 1.00" 'M7r1SNr 9.0' 3.86' 25 11.3 GROUP U - rw4' HANOMLE NW-41OX-XX 10 30 IT 27S S9 ISO 4.0• 7P23T*r a.0' 3.a8' 40 16.1 PAG-419X-XX 12 3.7 V 200 34 100 4.0' 11.38' 4VX3VXT a.0' 3W 48 20.9 RACA14X-Xl 14 4.3 5,9 150 23 100 4.0' lii3ir 119!' i0930'14 Wr Sag' 52 236 131A 14At i".xx 16 14.9 42 100 19 lo0 4.0' 11.38' 'A*x3D'X3' 6.0' 388' 58 2&3 RA Lax-Xx 1B S.5 a9 100 1.5 100 4.0' 111w 1i xa0'ar 6.0• ase' 64 29.0 RAC-420X•xx 20 BI a0 100 - 4A' 11.3w SA-rtla X31 8.a' sae' 70 4Nab9 I-W •a w... - ,al .,m rwa - ,CF.",, ode ~" Pena •-r/. +w'*^9 ^'Yv w+welrr......wnro is a2 r.. QWAW N� 1]' 'a. .-&%."EPArU"oa reap+.0Al10.4']0 MPH -MI 1u1G77IOr i1q'70 YPN TSiaP+'aM 1a WSW°Oml nn Msd a,wA-^P111 M]a 000 S. C-Jaro x• A►S-10 u 17V rM M .M�r.O O.M,aN Pt WIi -,POI P101,e.,lir,r MRa. MUMd lrelll/IP �. a..I M7 NaA1 IaI IatYIlaI P,IOM1WlQl IMiP,WN •NY," „M• ww" CATALOG LOGIC SAP and RAC SERIES MAC-410X-XX-MXXOOpp R--Round T (See 9eltlw) S-Square RNWAII Arm Sine (110104) Pole M•ter1M 0-pom Top vion A -Aluminum 2-Magnu Sales ad" lops M C-CAlaMounting A►rangorne P-Casf AluJ mourn (Square giaM C-TWD r+xuu at I or - Shah Sim D-Teo 6xex•4 at W_ PICO" F-Thmo Timms at 90". 3-3 0' to 391' 4.4im 4.9' G-Four fudures at 90'-' 4-4.0' 10 421 6.5.0' a 5.9' H lyre! -ruse @ of 120•1' 6 5 0 to fig' P-Talon only ISO* a1 Pore firm i 2 , I mini O.G. tenon ISoe Ordering MAOrinallo�) $_Sde Mown Mir LLIA,r.1*iw'11Y./" abwWa EPA Yar P,aOI ,wPl/,•q CIaHVICa Wa 1N061i e- NM Wr%l POWS we 17p/n'%W IW40 Wr 00WIMM Nil Mo. V•n11•.. ft OF n aPV. 7 V. -wMA . aea. -..w New( OPTIONS Eactortr aoolied. order by addino enurooriate suffix to cahabo number. SU"X D••0rf Lion -M16' 11M�ppnroDoy n=1e ISO Mtu .M53 me ffRO -0S Magll3dw ft" Carer '" in+rds . 3- MAC VWW NQTt- ftowow MO aP'11, aoorora� tall a w+0 On aeP 3ti+. 12 • 0 • Sod 87-I 'ON L021 IS9 E08 '9N3 8NI1-1ASN0D NI IWUH GIUNOQ ZO:bt 66/02/80 State of Vermont WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1284 PIN: EJ99-0128 Landowner: Pizzagalli Development Company Address: 50 Joy Drive South Burlington, VT 05403 This project, consisting of a new 8,161 square foot with a possible 1,755 square foot addition, medical office building for a renal dialysis center with a maximum of 24 employees, served by municipal water and sewer services, located off Joy Drive in the town 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 the Act 250 District Environmental Commission, the Water Quality Division - Wetlands - phone (802) 241-3770, the Water Supply Division - phone (802) 241- 3400, the Department of Labor and Industry -phone (802) 828-2106 or (802) 658-2199, the Vermont Department of Health - phone (802) 863-7220 and local officials Prior to proceeding with this project. 2. The project shall be completed as shown on the plans Job 99-090, Drawing 1 "Renal Dialysis Center - Site Plan" dated 3-19-99 last revised 6-2-99, Drawing 2 "Typical Details" dated 3-19-99 last revised 6-2-99 and Drawing 3 "Typical Specifications" dated 4-20-99 revised 5-18-99 prepared by Donald L. Hamlin Consulting Engineers, Inc. -- which have been stamped "approved" by the Wastewater Management Division. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. 3. No alterations to the building that would change or affect the exterior water supply or sewage disposal, or the approved use of the building shall be allowed without prior review and approval from the Agency of Natural Resources. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. Water Supply & Wastewater Disposal Permit WW-4-1284 Pizzagalli Development Company Page 2 5. 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 Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. WATER SUPPLY 7. The project is approved for water supply by connection to the municipal water system depicted on the stamped plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 8. The connection of a sprinkler fire suppression system to a public water system shall require the installation and maintenance of backflow prevention devices which conform to the Department of Labor & Industry standards. SEWAGE DISPOSAL 9. The sewer collection system herein approved shall be routinely and reliably inspected during construction by a Vermont -registered professional engineer who shall, upon completion and prior to occupancy of the subject establishment, report in writing to the Wastewater Management Division that the installation was accomplished in accordance with the approved plans and permit conditions. 10. The project is approved for wastewater disposal by connection to the municipal sewer system for a maximum of 9,045 gallons of sewage per day. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. Water Supply & Wastewater Disposal Permit WW-4-1284 Pizzagalli Development Company Page 3 11. The project is approved for construction provided there is no occupancy of the building until written notice has been submitted to this office verifying compliance with Condition #4 of Wastewater Management Division - Amended Discharge Permit No. 3-1284 (completion of the improvements to the Bartlett's Bay wastewater treatment facility). Dated at Essex Junction, Vermont on June 4, 1999. Canute E. Dalmasse, Commissioner Department of Environmental Conservation B Y , Ernest P. Christianson Regional Engineer For the Record South Burlington Planning Commission & Select Board Donald L. Hamlin Consulting Engineers, Inc. Act 250 Coordinator Department of Labor & Industry Water Supply Division PC "* pizzagalli p r o p e r t i a a, I I c To: Mr. Joe Wyeth South Burlington City Planner 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: June 8, 1999 Re: FAHC — Renal Dialysis Center Enclosed: ( TRANSMITTAL Quantitv Description Code 1 Landscaping Bond for $16,500 M 1 Sidewalk Bond for $6,000 M 1 Sewer Impact Fee check # 5248 for $22,612.50 M 1 Traffic Impact Fee check # 5334 for $6,590.24 M 1 Water & Sewer Connection Fee check #5333 for $20.00 M Codes: A FOR INITIAL APPROVAL H FOR APPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: Dear Joe: Please call me with any questions. Sincerely: Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 Fl�f- 5 FOA A104� 134flcdI06 k,017 CkL Z . /a s� FT X G c G rlclloc, ff-E 7 sf-L3f-x #nPACr FE:G- �OAb IA !'AcT C- S � eK (cw4egi0it IFE-C- . -_ 4. G ssb. ay vid . o0 /o . Cd 0 Bond No. 24-0120-29636-99-9 SIDEWALK BOND KNOW ALL MEN BY THESE PRESENTS: THAT PIZZAGALLI PROPERTIES, LLC of P. O. Box 2009, South Burlington, VT 05407-2009, hereinafter called Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, hereinafter called Surety, a corporation organized under the laws of the State of Maryland, with its home office located at 100 Light Street, P. O. Box 1138, Baltimore, MD 21203, are held and firmly bound unto CITY OF SOUTH BURLINGTON,575 Dorset Street, South Burlington, VT 05403, hereinafter called Obligee, in the sum of Six -Thousand Dollars ($6,000.00); for the payment whereof the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents. WHEREAS, PIZZAGALLI PROPERTIES, LLC has contracted to construct specified site sidewalk work as described on site plan to construct 8,664 sq. ft. medical office building on a 2 acre lot, 35 Joy Drive, entitled Renal Dialysis Center Lot #3 Broadcast Park 35 Joy Drive South Burlington, Vermont and dated 3/23/99, under Site Plan Review procedures of the Obligee Zoning Regulations. WHEREAS, PIZZAGALLI PROPERTIES, LLC is required to provide surety bond in the amount of Six -Thousand Dollars ($6,000.00);); as performance guarantee that such sidewalk work will be performed in accordance with said site Plan. NOW, THEREFORE, the condition of this obligation is such that if Principal shall faithfully perform such work in accordance with the aforementioned Site Plan, then this obligation shall be void; otherwise to remain in full force and effect for a period of one year from June 1, 1999. SIGNED, sealed, and dated this 7th day of June, 1999. Witness: PIZZAGALLI PROPERTIES, LLC Witness: ..Zy �� I epH-49-f (Seal) By: UNITED STATES FIDELITY AND GUARANTY COMPANY By: R. C. -F (Seal) (� I 1566240 United States Fidelity and Guaranty Company % V S FAG• Power of Attorney No 109825 Know all men by these presents: That United States Fidelity and Guaranty Company, a corporation organized and existing under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint R . C . Hule t t e , Susan H. Roop, Mary A. Lahue, L.F. Hackett, Edward L. Austin, III and L.S. Hackett of the Cityof South Burlington . State of Vermont its true and lawful AttorneylsFin-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons: guaranteeing the performance of contracts: and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, the said United States Fidelity and Guaranty Company, has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its Vice President and Assistant Secretary, this 15t h day of May . A.D. 19 9 7 . e State of Maryland 1 Baltimore City 1 United States Fidelity and Guaranty Company, / ✓iL j / .......... ... (Signed) By .............,...........-....... Vice President (Signed) By SS: Ls,'��Intecretary On this 1 5 th day of May , A.D. 19 9 7 , before me personally came Gary A Wilson, Vice President of United States Fidelity and Guaranty Company, and Thomas E. Huibregtse, Assistant Secretary of said Company, with both of whom I am personally acquainted, who being by me severally duly sworn, said, that they, the said Gary A. Wilson and Thomas E. Huibregtse were respectively the Vice President and the Assistant Secretary of the said United States Fidelity and Guaranty Company, the corporation described in and which executed the foregoing Power of Attorney: that they each knew the seal of said corporation: that the seal affixed to said Power of Attorney was such corporate seal, that it was so affixed by order of the Board of Directors of said corporation, and that they signed their names thereto by like order as Vice President and Assistant Secretary, respectively, of the Company. My Commission expires the 1st day of August A.D. 19 98. (Signed) By�:�r1'r}Z.F� :..... 4.�.. /.1. /` NOTFRT vueuc , taryPublic This Power of Attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors of the United States Fidelity and Guaranty Company on September 24, 1992: Resolved, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed. and acknowledged by persons or entities appointed as AttorneylsEin-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Poweds) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice President, or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney)sFin-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached. Resolved. That AttorneylsEm-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such AttorneylsFin Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company 1, Thomas E. Huibregtse, an Assistant Secretary of the United States Fidelity and Guaranty Company, do hereby certify that the foregoing are true excerpts from the Resolutions of the said Company as adopted by its Board of Directors on September 24, 1992 and that these Resolutions are in full force and effect. 1, the undersigned Assistant Secretary of the United States Fidelity and Guaranty Company, do hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Whereof, I have hereunto set my hand and the seal of the United States Fidelity and Guaranty Company, on this 7 th day of .Tune .19 99. / X� em�% ............. Assistant Secretary FS 3(12/96) Bond No. 24-0120-29635-99-2 LANDSCAPING BOND KNOW ALL MEN BY THESE PRESENTS: THAT PIZZAGALLI PROPERTIES, LLC of P. O. Box 2009, South Burlington, VT 05407-2009, hereinafter called Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, hereinafter called Surety, a corporation organized under the laws of the State of Maryland, with its home office located at 100 Light Street, P. O. Box 1138, Baltimore, MD 21203, are held and firmly bound unto CITY OF SOUTH BURLINGTON,575 Dorset Street, South Burlington, VT 05403, hereinafter called Obligee, in the sum of Sixteen -Thousand -Five - Hundred Dollars ($16,500.00); for the payment whereof the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents. WHEREAS, PIZZAGALLI PROPERTIES, LLC has contracted to construct specified site landscaping work as described on site plan to construct 8,664 sq. ft. medical office building on a 2 acre lot, 35 Joy Drive, entitled Renal Dialysis Center Lot #3 Broadcast Park 35 Joy Drive South Burlington, Vermont and dated 3/23/99, under Site Plan Review procedures of the Obligee Zoning Regulations. WHEREAS, PIZZAGALLI PROPERTIES, LLC is required to provide surety bond in the amount of Sixteen -Thousand -Five -Hundred Dollars ($16,500.00); as performance guarantee that such landscaping will be performed in accordance with said site Plan. NOW, THEREFORE, the condition of this obligation is such that if Principal shall faithfully perform such work in accordance with the aforementioned Site Plan, then this obligation shall be void; otherwise to remain in full force and effect for a period of three years from June 1, 1999. SIGNED, sealed, and dated this 7th day of June, 1999. Witness: PIZZAGALLI PROPERTIES, LLC (Seal) B y / / Witness: UNITED STATES FIDELITY AND GUARANTY COMPANY By: R. C. (Seal) r r � 1566241 United States Fidelity and Guaranty Company tp U S FAG* Power of Attorney No. 109825 Know all men by these presents: That United States Fidelity and Guaranty Company, a corporation organized and existing under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint R . C . Hule t to , Susan H. Roop, Mary A. Lahue, L.F. Hackett, Edward L. Austin, III and L.S. Hackett of the Cityof South Burlington . State of Vermont its true and lawful Attorneylsl-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons: guaranteeing the performance of contracts. and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, the said United States Fidelity and Guaranty Company, has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its Vice President and Assistant Secretary, this 15 t h day of May . A.D. 19 9 7 . United States Fidelity and Guaranty Company, OA (Signed) BV / ` .! � � -- Vice President (Signed) BY �...l l �.. .!..L1 5 ='. ......... tAssistant Secretary State of Maryland 1 SS: Baltimore City On this 15th day of May , A.D. 19 97 , before me personally came Gary A Wilson, Vice President of United States Fidelity and Guaranty Company, and Thomas E. Huibregtse, Assistant Secretary of said Company, with both of whom I am personally acquainted, who being by me severally duly sworn, said, that they, the said Gary A Wilson and Thomas E. Huibregtse were respectively the Vice President and the Assistant Secretary of the said United States Fidelity and Guaranty Company, the corporation described in and which executed the foregoing Power of Attorney, that they each knew the seal of said corporation, that the seal affixed to said Power of Attorney was such corporate seal, that it was so affixed by order of the Board of Directors of said corporation, and that they signed their names thereto by like order as Vice President and Assistant Secretary, respectively, of the Company My Commission expires the 1 S t day of Aug t A.D. 19 98 . (Signed) By. �'.�_i }L.F�r�.:.....�:.../.1, � :t taryPublic This Power of Attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors of the United States Fidelity and Guaranty Company on September 24, 1992- Resolved, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(sFin-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Powerls) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice President, or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(sFin-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached. Resolved. That Attorney(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s]-m Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, an Assistant Secretary of the United States Fidelity and Guaranty Company, do hereby certify that the foregoing are true excerpts from the Resolutions of the said Company as adopted by its Board of Directors on September 24, 1992 and that these Resolutions are in full force and effect. I, the undersigned Assistant Secretary of the United States Fidelity and Guaranty Company, do hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Whereof, I have hereunto set my hand and the seal of the United States Fidelity and Guaranty Company, on this 7th day of June .19 99. . ... .. . . i Y�...:L.. �L -.j ........ Assistant Secretary � 1896� FS 3(12/96) CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 21, 1999 Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, Vermont 05403 Re: Medical office, 35 Joy Drive Dear Mr. Bouchard: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Planning Commission on April 27, 1999 (effective 5/11/99). 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 give me a call. Inc rely, L & Joe eith, Director Planning and Zoning JW/mcp 1 Encl 4e?1. pizzagalli properties. 11c TRANSMITTAL To: Mr. Ray Belaire Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: May 20, 1999 Re: Fletcher Allen Health Care Enclosed: Quantity Description Code 1 Amended Site Plan Application M 1 Application Fee Check # $ 35.00 M 5 Revised Site Plans M 1 Reduced Site Plan M Codes: A FOR INITIAL APPROVAL H FORAPPROVAL B FOR FINAL APPROVAL 1 AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: Ray: Pursuant to your meeting with Ron yesterday. Enclosed please find the amended application and copies of the revised site plan for the Fletcher Allen Health Care Project. Please don't hesitate to call me with any questions. Sincerely: Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 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 Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Development Company 50 Joy Drive South Burlington, VT 05403 Tel # (802) 658-4100 Fax # (802) 651-1307 2) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, L.L.C. 50 Joy Drive South Burlington, VT 05403 Tel# 65 - 00 Fax 551-1307 3) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Address as notes above 4) PROJECT STREET ADDRESS: 35 Joy Drive 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 6) PROJECT DESCRIPTION Vol. 153 Page 66 a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses (include description and size of each new use and existing uses to remain) MPriiral nffjr, c) Total building square footage (proposed buildings and existing buildings to remain) 8,000 square feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Single story 14' high e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees (existing and proposed): 20, two (2) shifts 10 per shift g) Other (list any other information pertinent to this application not specifically requested above). 7) LOT COVERAGE a) Building. Existing % Proposed 11.29 % b) Overall (building, parking, outside storage, etc) Existing % Proposed 45.79 % c) Front yard (along each street) Existing % Proposed 0 % 8) COST ESTIMATES a) Building: $ 900,000 b) Landscaping: $ 15,000 c) Other site improvements (please list with cost): Sit--T, ,1k 11ri1;riPC and light-ing Parking for 52 vehicles and drives: $160,000 9) ESTIMATED TRAFFIC * Traffic review from Hamlin Consulting Engineers a) Average daily traffic (in and out): enclosed. b) A.M. Peak hour (in and out): c) P.M. Peak hour (In and out): 10) PEAK HOURS OF OPERATION: 11) PEAK DAYS OF OPERATION: 12) ESTIMATED PROJECT COMPLETION DATE: 13) 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). I hereby certify that all the information requested as part of this application has been submitted and is accurate to th t of my knowledge. SIGNATURE OF APPLICANT DATE OF SUBMISSION REVIEW AUTHORITY Robert Bouchard Pizzagalli Properties, L.L.C. SIGNATURE OF CO -APPLICANT Do not write below this line ® Planning Commission ® Director, Planning & Zoning I have reviewed this site plan application and find it to be. - (Apfrmsp) Complete F ® Incomplete of Planning & Zoning or Designee EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (I V x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Planning Commission. Lot drawn to scale (20 feet scale if possible) • Survey data (distance and acreage) • Contours (existing and finished) • Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations • Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping • Existing and proposed curb cuts, pavement, walkways • Zoning boundaries • Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) • Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) • Location of septic tanks (if applicable) • Location of any easements Lot coverage information_ Building footprint, total lot, and front yard • North arrow • Name of person or firm preparing site plan and date • Exterior lighting details (must be down casting and shielded) Dumpster locations (dumpsters must be screened) • Bicycle rack as required under Section 26.253(b) of the zoning regulations • If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE New Application $ 60.00* LJ Amendment $ 35.00* * Includes $10.00 recording fee (Apfrmsp) ,h 5�- �J,- Z- 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 Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel # (802) 658-4100 Fax # (802) 651-1307 2) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC Same as above 3) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 ei# (602) 658-4100 Fax651-1307 4) PROJECT STREET ADDRESS: 35 Joy Drive South Burlington, VT 094M 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 6) PROJECT DESCRIPTION Vol. 153 pg 66 a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses (include description and size of each new use and existing uses to remain) Medical Office c) Total building square footage (proposed buildings and existing buildings to remain) 8,000 square feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) single story 14' high e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees (existing and proposed): 20 (two shifts, ten people per shift) g) Other (list any other information pertinent to this application not specifically requested above): 7) LOT COVERAGE a) Building: Existing % Proposed 9.86 % b) Overall (building, parking, outside storage, etc) Existing % Proposed 41.62 % c) Front yard (along each street) Existing % Proposed 6.97 8) COST ESTIMATES a) Building: $ b) Landscaping: $ 15.000 c) Other site improvements (please list with cost): Sitework, utilities and lighting. Parking for 51 -sT.1,;,1 .,, and drives: $160,000 9) ESTIMATED TRAFFIC * Traffic review from Hamlin Consulting Engineers enclosed. a) Average daily traffic (in and out): b) A.M. Peak hour (in and out): c) P.M. Peak hour (In and out): 10) PEAK HOURS OF OPERATION: 11) PEAK DAYS OF OPERATION: 12) ESTIMATED PROJECT COMPLETION DATE: 13) 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). 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 DATE OF SUBMISSION REVIEW AUTHORITY Robert Bouchard Pizzagalli Properties, LLC SIGNATURE OF CO -APPLICANT Do not write below this line Planning Commission 0 Director, Planning & Zoning I have reviewed this site plan application and find it to be - El Complete El Incomplete irect r of Planning & Zoning or Designee bate (Apfrmsp) EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Planning Commission. • Lot drawn to scale (20 feet scale if possible) • Survey data (distance and acreage) • Contours (existing and finished) • Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations • Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping • Existing and proposed curb cuts, pavement, walkways • Zoning boundaries • Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) • Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) • Location of septic tanks (if applicable) • Location of any easements • Lot coverage information: Building footprint, total lot, and front yard • North arrow • Name of person or firm preparing site plan and date • Exterior lighting details (must be down casting and shielded) • Dumpster locations (dumpsters must be screened) • Bicycle rack as required under Section 26.253(b) of the zoning regulations • If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE New Application $ 60.00* Amendment $ 35.00* * Includes $10.00 recording fee (Apfrmsp) PLANNING COMMISSION 27 APRIL 1999 Ms. Barone seconded. Motion passed unanimously. 8. Site Plan application of Pizzagalli Properties, LLC to construct an 8,664 sq. ft. medical office building on a 2 acre lot, 35 Joy Drive: Mr. Bouchard said this will be a one-story building for the new Renal -Dialysis Center. There will be 52 parking spaces provided on the site. Mr. Burgess noted this is being treated as a general medical office building, not for this specific type of medical use. Mr. Belair noted there is a question of landscaping along the northern boundary. According to regulations, there should be a dense evergreen buffer, and staff recommends this. Mr. Bouchard said there is a hedge row there now with mature trees. The area borders the lawn of Rice High School, not residential homes, so they feel a dense buffer is not needed. Members were not concerned with this. Mr. Bouchard noted there is also a question of minimizing stormwater runoff to the neighbor to the west. They have addressed the City Engineer's concern on this. Mr. Gilbert said they might consider expanding the building by 1200 ft. in the future. Mr. Burgess said this would have to come back to the Planning Commission for full review. Mr. O'Rourke moved the Planning Commission approve the site plan application of Pizzagalli Properties, LLC to construct an 8,664 sq. ft. medical office building on a 2 acre lot, 35 Joy Drive, as depicted on a 3-page sent of plans, page one entitled "Renal Dialysis Center Lot #3 Broadcast Park 35 Joy Drive South Burlington, Vermont," prepared by Donald L. Hamlin Consulting Engineers, dated 3/23/99, last revised on 4/15/99, 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 listed below and shall require approval of the Director of Planning & Zoning. Three copies of the approved revised plans shall be submitted to the Director of Planning & Zoning prior to permit issuance. a) The site plan shall be revised to amend the note on PLANNING COMMISSION 27 APRIL 1999 sheet 1 regarding parking to note the correct number of spaces required. b. The landscape plan shall be revised to show the landscaping around the dumpster as shown on the site plan. c. The site plan shall be revised to intercept the runoff from the northerly part of the lot and pipe it into the Joy Drive storm system in a method approved by the City Engineer. d. The site plan shall show the sidewalk extending across the proposed driveway in a manner acceptable to the City Engineer. 3. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the medical office will generate 31.96 vehicle trip ends during the P.M. peak hour. 4. All exterior lighting shall consist of downcasting shielded fixtures. Any change to approved lights shall require approval of the Director of Planning & Zoning prior to installation. 5. Prior to issuance of a zoning permit, the applicant shall post a $16,500 landscape bond. The bond shall remain in effect for three years to assure that the landscaping takes root and has a aood chance of survivina. 6. The Plannina Commission approves a sewer allocation of 9045 apd (includes 20% reduction allowed by State). The applicant shall be required to pay the per gallon fee prior to permit issuance. There is currently no sewer allocation available at the Bartlett Bay Wastewater Treatment Facility. The allocation granted shall be placed on a waiting list until such time as the allocation is available. No Certificate of Occupancy/Compliance will be issued and the building cannot be occupied until such time as sewer capacity is available. 7. Prior to permit issuance, the applicant shall post a bond to cover the cost of the sidewalk. The sidewalk shall be constructed in a location approved by the Director of Public Works and completed prior to the issuance of a Certificate of Occupancy/Compliance. 8. The building shall be sprinklered. 9. The site plan for the property at 55 Joy Drive shall be amended prior to construction of the access drive connection between the PLANNING COMMISSION 27 APRIL 1999 properties at 35 and 55 Jov Drive. 10. The applicant shall obtain a zoning permit within 6 months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 11. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officer prior to the use of the building. 11. Any change to the site plan shall require approval by the South Burlington Planning Commission. Ms. Barone seconded. Motion passed unanimousl 9. Public Hearing: Final Plat application of Lark Inns, Inc., to amend a planned unit development consisting of a 200 room hotel and restaurant, 1720 Shelburne Road. The amendment consists of adding an access easement to the property to provide vehicular access to the adjoining property to the south: Mr. Larkin said this is needed in order to close the curb cuts agreed upon. He also noted the dumpster has been moved. There will be a dumpster on this property. Mr.O'Rourke moved that the Planning Commission approve the final plat application of Lark Inns, Inc, to amend a planned unit development consisting of a 200 room hotel and restaurant, 1720 Shelburne Road. The amendment consists of adding an access easement to the property to provide vehicular access to the adjoining property to the south, as depicted on a plan entitled, "Overall Site Plan Lot 11 Bartlett Subdivision Shelburne Road - Route 7 South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc, dated February 19, 1999, last revised on April 19, 1999, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. Prior to recording the final plat plan, the applicant shall record a legal document approved by the City Attorney for the access easement 3. Any change to the final plat plan shall require approval by the South Burlington Planning Commission. 4. The final plat plan shall be recorded in the land records within 90 days or this approval is null and void. The plan shall be signed by the Planning Commission Chair or Clerk prior to 10 WARNING: THE CONTRACTOR SHALL NOTIFY 'DIGSAFE` AT FATALLY TOXIC GASSES MAY BE PRESENT .i 1-888-344-7233 PRIOR TO ANY EXCAVATION IN UNDERGROUND PIPING SYSTEMS AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE AND WASTE SYSTEM STRUCTURES. VICINITY OF UNDERGROUND UTILITIES 2 I SCREENED DUMPSTER \\. -._ • / LOCATION RICE NEMORIA�HIGH SCHOOL Cti TET L, 7_ _ N IJ 1 1 L� T8N-RAILROAD SPIKE IN T4' ASP TEMPORARY EROSION � � - -- �' Ohl � -- 1 i1 ELEV. - 273.40 PROJECT OATUN CONTROL FENCE '� �:: • �� \ _ - _ 1 '^��_ D TCH HEMS REGRADING IN MS AREA NEW LAWN BASIN 43 RIM 27].00 TBM-NORTHWEST CORNER OF tY INV. OUT - 289.5JI\� \ \ �� TOP OF CONCRETE MONUMENT `� \ \ � \ _`� ELEV. - 283.69 (PROJECT DATUM)1 Y EL-2a?10 \ .\1 \f-„ \UUN11TITCG rxn� �_�---- ---------- I \I i \ =aR \ w. Sv _ - � 1� - � c , 3SIT• \ v :. _ . CpAq�Eg� (TmtcAU ti \ DY FLOW aNSIIEl0WP E9Y /% 1Y PVC /1n _\�\ GENERATC 5. J J. \.. � - _ f - 95 - ` -- GRADE THIS AREA TO 1 \\ 1 t 0. \ME EWALI( y T I -' ME6' J _� TO E%ISTINGDIR CT FCATCN BASIN DER D ELEC� 1 ��P C Powot'OR S1R[FT LWxT3 w F \ 1 1 / / NEW RENAL 'N�W�,� B • _ LOCATION -SED 1 / I I DIALYSIS CENTER TRrWSFORAIER.� JI WM EL-:Noa \ \ NEW LAWN BASIN P2 I I/ 8.884..F. Ly gxe.7o '2 NV-25e.0( F.F. ELEV. 27820 RIY EL-1fia.se RIM - 27B.00 a'iFIHF �CRFJFS ` e• Nv Ix-xs0sa \ \. 12 INV. IN - 289.18 1 • NEW BIKE RACK / +77» a K \�27 INV. OUT . 259`Ob FAST IRON PIPE aTTTe � 1 SP Iy ♦ /\ -- - - .TO 5' FRO4 A DG-- _ - / 277.)9 f'n.e8 x)8"i/ ' , l •w / rs• 0 / NEW 8'x31' � � - 7� * T / 4 SDR 35 PVC '-BUILDING z>�.i •j LOT .. SLOPE - .010 FT./FT. CANOPY x7r6R 4 04.- -I/ - 'y7 CAST IRON PIPE ,7 •A / . 7 I //��`e• nNE TO S' FELON BLDC % e F,f•. ( l !// CLEAN OUT °'� ,��,. - \ \ • \e• � y ;. 2Px7e ei �% � N 'i4 Sp-. d7. � ! �) / NEW 35 % or SDR 35 PVC � . .. \ / ,. / " •' / I ROOF DRAIN, SLOPE TO BE ,• \ T 7y�. •• N ,'. `\ • • '. / / A / ,( DETERMINED IN FIELD (-• \\ \ \t.[ l' H' a� t> \ - I! / 1'q!l LOT 4 NEW 125' % 12' SDR 33 PVC 0• \ \s` uARLEO \ �� l I'Ri SPAC/Fc a YAPLE •, 11/ I g SLOPE . 0.0040 FT./ FT. +, x�' l I ' • •b l I �l 4. oY 27a] NEW SNH NEW GAS a• Y _ •\ `-RIM - 275.90 ,, / / / `V $ 8 SERVICE UNE \ 6: INV. IN - 82 PIZZAGALLI P OPER TIES t1C NEW \ 0 \ SERVICE 52 8' INV Ou - 2�9.s2 ~2MM " DUCTILE IRON PIPE ,\ ... NSLOPE - 0.0040 SS PVC a'.uPIE.• l I I f NEW LAWN BASIN i \ 0 u \� e• NRCn \ 4 \ NEW p WIDE NEW E - .0' FT 3>S PVC / 12 - 275.26 i ,1- AE MX ,I` SLOPE - ND Ft.OUND 12' WV. R4 - 286.58 M1 4 \ %L a' YANE \ NEW UNDERGROUND' AND TELEPHONE II/ I 12� WV. NT . 286.4e \ \,\ ELECTRICAL AND CAALE 1 PROJECT INFORMATION y \� lsLEvsoN LINES \\ NEW NET TAP \ \ I I I lu k GATE VALVE /\ \\ e'•� NEW S(�N. I \ I 1 1, PROJECT STATISTICS: �p.!$,E,1 g OF TOTAL g A OWABLE ! �\ ' RIM - 2752k 24' •• I 8p RIM EL-x 20 \ \ 10' INV. N--4R24 >A /L,. 8' INV. O - 28&Q' \a \ t0' MAPLE LOT SIZE 87,847 100.00 --- e' Wv, ar-2eeso \ I 8' INV. NT - 26 .9 \ % \ `01 12' INV. IN - 260.3D•' \ BUILDING COVERAGE 8,664 9.86 30.00 s ON e• MAPLE PARKING & DRIVE COVERAGE 26,875 30.36 a' c4P-� Nu 4.maa \� \ TR WVe . PROJECT INLET SIDEWALK COVERAGE 1,227 1.40 \ • M' M a PK 2 DURING CONSTRUCTION TOTAL LOT COVERAGE 36,568 41.82 70.00 \ \ C i Wv-s� ,(SEE DETAIL) rM u-n1.1x a Wv-279n t• WV W INORTH1-26a.44 S FRONT YARD SETBACK SIZE 1},070 100.00 Y INV WTRea.34 -.- -, j/V`lj FVC 6 PK RIM CL-27N.e2 WV W ISOUM)-2aa.N e• mV, IN (EAM)N)-27°ex PARKING &DRIVE COVERAGE 981 6.97 \ ! \ �1\ e' Ixv. Ix ((I(lMAST -vo.ee \ - 6 \ e` PM !' iNv:n1.7� EAST).2 O 9 SIDEWALK COVERAGE 0 0.00 \ SE SINEP �GW - -, ' 1o' INV.-27-9 TOTAL FRONT YARD SETBACK COVERAGE 981 6.97 6'S EW I \ \ / 8 SDR 35 TU tee' Pvc TELFPNONE VATILT EXISTING It. AC 2. PARKING SPACES IE,FF110NF .WTCN IS x \ SERVICE STUB \ � I CONCRETE NALR TELEPHONE REQUIRED NUMBER Of PARKING SPACES 50 cneLE TEEEVSION NNON AC cess \ TOTAL NUMBER OF PARKING SPACES 51 ELECTRICAL Y-T \\ s` ° G- \ ou'.77 -x AS UNL V.Ke & 1. INV., OUM126afix 0 YAW AND t 9ERNCE) CONTRACTOR SHALL PERFORM EXPLORATORY fFNENT CCNEIETE EXCAVATION TO LOCATE END OF SERVICE ft, awe (TYPAL.) STUB AND VERIFY INVERT ELEVATION PRIOR TO INSTALLING NEW SANITARY SEWER LINES CDNc. _' CEMENT CONCRETE P177AGALLI PROP RTIFS, �- x/T GRAPHIC SCALE 0 >D tm ( IN FEET ) 1 LnGY - 30 It pr-ri7-1VED MAY 2 0 1999 City of So. Burlington Nuuupq, �• P F • �� No. 5260� W cns,'R`o(sic�O South VICINITY MAP LEGEND -a co4RWATTEN ROSE ® C_ eAsw Pow, ROSE 'OT .-ANT p TELEPxa,E PaE DC GATE v.K uGHT pOsv NANRAI WS V.K Q .-RT PdE 4 vm yE wsN .Do caxTow If wawa �_� PROPERIN UNE GCNNERdI$ 1PEC -lV- CANE TEKMYW Y,IE p M DEGOUWS TREE -W- WARR ". E, E' EDOF WOODS -9- SEWER INC CONCRETE udwMCNi -D- Sidi" AN UNF ® IRON WPE FWND -G- NATIM. CAS lWF n wRKr sunaN -r- wxR maWo rzlEc,wxE S(WG WWNpE -E- UNDFR GR ELECTRIC. ® ELECIRCA. 4ANNdE - NEW WAIN NR- UNE e ® WATER SNOT -OFF -S- NEW SANITARY NWEN UNE E. UGHT - NEW CAS ... UNE - -- DRAHAGE dTCN -E- NEW EM S.- UNE _T- E. rEl[ _1 LINE -TV- NEW CANE TL1- LWE NIEW CEMLVI CQVCRCTE YDE- EMEx .Vc CSETSYKWAA HAHDICAR R NEW WNYI - CONCRETE PAv 1 5/14/99 """ GENERAL REVISIONS O1 SOL F/22/99 BEM9014 GENERAL REVISIONS BY SOL 4/73/99 B)GM GENERAL REVISIONS BY SOL 4/8/99 RE9510N GENERAL REVISIONS BY SOL 9/25/99 MW GENERAL REVISIONS BY SOL 9/22/99 fi11901 ADDED BUILDING SETBAM BY SOL PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT. 05407-2009 RENAL DIALYSIS CENTER LOT #3 BROADCAST PARK 35 JOY DRIVE, SOUTH BURLINGTON. VT SITE PLAN 'RN/TCR SEde T' a 90' Iu,R Donald L. Hamlin A 99_090 SOL Consulting cN RPH Engineers, Inc, 9 S/f9/99 Ess•x JUDCt!D7r, Vermont Z y `� (• / DUYPSTETt \= - �� • LOCATION RICE MFMOFb6 iBk-RAILROAD SPOT N 14- ASPENJ ELEV. - 273.40 PRO.CCT DATUM TEMDORARY EROSION onw w[ms REAApIM{ CONTROL FENCE w nRs ARu �. ..� `� ,• •��` THY-NORTHM�ESET7�CORNER OF �''• •� \ \� ::� .:. .:♦ TOP OF ELE1. ?D3.I (PRO.E�CT OATUY � \ ... — — NEW .?� �` ..�`•_'�.% ... .... �� RY EL-M10AKS MEW ` \ % _ ~gyp LOADN _ ,��... �._'� c • • 9: �- - ' (TaCALI LAMP' ',:, ��44 DISTRICT /STRICT / •`1 ` • �' J.-_ _ �, 9cewALN — `- `` = �,`�_�_'::=`r'-Y---• 4% `.'�' ''� //'--�D�iREcT SURFACEFLADE THIS AREA ow UH3OMpc Ro f ` jam- �-"-� i_ -_� � '•"•- T TO DOST\NCyICATCH BASIN 1_ LOCATION ASSAMU) ,z' wv. w.neaa NEW RENAL r wL 258.W eo / + • % DIALYSIS CCENTER - _ : '� ,t� n" / • �v e•, ',y! RM n.-eem o t - --- F.F.E1EV'.+ 276.2,0 � .'� • '' ; �: -LOT':.' � �, BUILDING \ a • CANOPY - i. ' .L�. • .•, vv� • 1 �:. 7 _ Y FINE'.• i e• PwE RON 0 \ \ T[M 9a1 \ .. .• `\qle %' • NEW 365 PV-s31'C 10 � SOR �' ` • , _•• v . / �' 1 /; .010 / f" GAS NEW : • . S, \ `.- .. • : %• •.� • .. , rr aAN EouT .y: • �• �� LOT 4 WA NV. IN T - 25' i 88 NV. IN 269.02 .002 N o\ \ MAPLE RW MY. W 20 0• W WIDE � iPlt ,r N.-esm r / r rrv. ovr-man sroEWAix \ � r eRla1 •. i • NEW 0-rl5r SDR 35 PVC 1 .i. SLOPE - .DIO FT./F'T`. >1 \ • ♦P \ •• •110" P r MARE - \ PROJECT INFORMA?lON a �� VALVE \ �� ,,.... 1. PROJECT STATISTICS: AREA (S.F.) S OF TOTAL s ALLOWABLE _ M,,�S �( 2 26 F - LOT SIZE 87,847 100.00 --- ou 267.00 ''C ]1C MARE A \ ^ U \Yr �({ BUILDING COVERAGE 9,916 11.29 30.00 �` d 1 ' ' r MNiE PARKING $ DRIVE COVERAGE 28,695 32.67 r QmP RM EL-27n,s SIDEWALK COVERAGE 1,691 1.92 �'wv-orals ° Plc PROIN DURING INLET PROTECT LET r, M EL-22'7inn SEE DETAL) city of So Burlington TOTAL LOT COVERAGE 40.302 45.88 70.00 RA/ nrD1.,2 ..-°".. �, ; 5 r we-z7an FRONT YARD SETBACK SIZE 14,070 100.00 r W. N (xzm )-me.0 r g�FA r ww. M TM 1xieA2 PARKING & DRIVE COVERAGE 961 6.97 a'A¢ r Pvo SIDEWALK COVERAGE 233 1.6E 4 l �4¢ t M ITOTAL FRONT YARD SETBACK COVERAGE 1,214 863 D SDR 35 TO _�• PVe ma+E SM TCH O D751N0 STUB 2 PARKING SPACES 7nsPlldec sW7a "ox IT �� M qI REOURED NUMBER OF OF PARKING SPACES 50 PULL wx TOTAL NUMBER OF PARKING SPACES 52 WJJLT • " —°-- `\ C Rv wi2nras2 (, MGAS iLINE N VXVESCEMENT Ii 7Y \ cum;T CONCRETE h�1� WHO. DATE S 25 (ff11gJ11 CEA'ERAL REVISIONS BT SOL GRAPHIC SCALE 60 0 60 120 (� ) 1. inch = 80 RL 110EMINT m+oclE / — �.. aoenvx PI77A..-. DATE �" 3/22/99 �ADDED BUILDING SETBACKS BT SOL r " PIZZACALLI PROPERTIES. LLC P.O. BOX 2009 SOUTH BURLINGTON, VT. 05407-2009 RENAL DIALYSIS CENTER LOT #9 BROADCAST PARK 35 JOY DRIVE, SOUTH BURLINGTON. VT SITE PLAN �* r - 60' INN Donold L Hamlin it gg_090 wR SOL Consulting 3.1d RPN Engineers, lnC. �sq ' RENAL DIALYSIS CENTER PLANT LIST R1CRAIRMORJAL 190N90100L NIF Im BOTANICAL NAME COMMONNAMP _Q7Y_ .Sly+ REMARKS �s RENAL DIALYSIS CENTER TREES A---him canedensis Smicebnry 13 2.2 1rz" Csl. B&B, Singk soem I I 3 1' AS Aar M ch— sugw Maple a 2 1rza" CAI. B&B, V Br d"g Ht (Mi.,) 2 — - \ — - - LOT #3 BROADCAST PARK m.eove FP F-pylvmliu Green Ash 6 2 1/2-3"Cal. B&B, 6' Branching Ht (Min.) 282 PG Pines gw. Whim SP'U. 3 B 1U B&B, Full 35 JOY DRIVE PO Pi —glean White Spruce 6 6-8' R&D, Full � - . 279 \ South Burlington, VeJOwnt EA E-ymw elm 'Compacted Compacl Butni➢g Bush 67 24.30" B&B, Heavy, PkW 30" o.a -- — SC symphodcarpoa Cb.-It. Ch-Xdt Coral Beny 46 24-30" B&B, Heavy, PURR 711texas cuapiaaG Jysmseae Yea 26 24-30" R&B, Fall, Plant 30" o.a f _ '�� 190 ALL ARRAS DISTURBED FROM THE INSTALLATION OF PLANT MATERIAL ARE TO BE REPAIRED AND �- RESEEDED BY THE LANDSCAPE CONTRACTOR ALL EXCESS TREE PIT MATERIAL IS TO BE REMOVED EXISTING �.� -- -"'- FROM THE STTL _ \ \ ` .. ` —_ �` �- J �- 7 / BFIVAONOUS COET6 I.� ArxxmECTaF AND R.wNwG SSIDBR'ALR Cd1ege 5treM Burling- Vermart Owl 278= PIZZAGALLI PROPERTIES, INC. N 30 Joy Drive N I Sa b Bwl�'n 5 4a100 05407 PROII BOI-058-0Ig0 1A1, )ShU / 1 ' RhND AI, t)JAL V,SGl CYNT1i/7 J �> i II 277 ' DONALD L. HAMLIN CONSULTING ENGINEERS NOTE: I EXAMINE ENTIRE TREE AND '- REMOVE ALL NURSERY TAGS, ® O 136 F-I Seat ROPES STRING: OR SURVEYORS I Eaaea lunation• VftmWW OU52 TAPE TO PREVENT FUTURE - ® 802-8'/AJ956 u GIRDLING - I I TOP OF ROOTBALL TO DG PLACED j h AT SAME LEVEL THAT IT WAS I I I M J S p GROWN IN NURSERY _ -SLIGHT R00T FLARE SHOULD . _ FJTZAO4JIJPROPHR7I8S. LLC q BE EVIDENT \ 1 �VE� NIF 7z 2" WELL COMPOSTED DARK MULCH \ \\ I / 7R.41V6PL4N2'B/ a c2J \ NBC8.A4Alt i a CUT AND REMOVE BURLAP PROM \\ \ 27E n TOP 1/5 OF ROOTDALL TEMPORARY lMJTL WATERING PLANT MIX BASIN •3 PART PART WELL COMPOSTED *OISTEO MANURE _ �\ ilaBma�av 0 H ry FINISH GRADE II J NOTE: SURROUNDING SOIL BREAK APART GOOD OF EXCAVATION \S O *\ / SHOULD NOT W/ SHOVEL AND BLEND PLANT IN !\ \ S \ EXCEED O% rfiO WITH EXISTING SOIL TO PROVIOG 1 COMPACTION TRANSITION TO UNDISTURBED GRADE �10 �\ \ Q \ -EXCAVATE ONLYOTO SPECIFIED PLANTING DEPTH TO ENSURE \\ STABLE BASE North O /11TREE PLANTING � 80� anle: 1•'"�' �-� SCALE: 1/211=1'-0'I s \� \ \ AX57poTREES O \ , ^ \ TORWLUN Date: 3rz3/99 !' s D "By. MKW W ~ \0^.,\\ \• 7%� O Checked By: CWD \ O , ��AAII,pp (JJj+ TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT 18 WAS ' \ O O / U GROWN IN NURSERY 2" MULCH O �\ iV ` _ —TEMPORARY WATERING BASIN '�-�� 7 ' FINISH GRADE W CUT AND REMOVE BURLAP FROM TOP ACP --W• W BREAK APART GOOF OP EXCAVATION W/ SHOVEL AND BLOND PLANT MIX E C E I V E D \ ''•-�. �- -�" TRANSITION NG $OIL TO WITH EXISTI TO UNDISTURBEDVIDE GRADE \ \ \ \ I Y _-5'�1 PLANT MIX; 3 PART SWELLI Ir' Mdrmeauaw NaWdb PART ROTTED MIANURE UNDISTURBED GRADE TO SENSUIREGD APR 1 6 199) ` �., PLANT NOE DONLY EPTH TO {n�R � Title STABLE DABS PLANTING PLAN SHR UB TO PLAN TING City of So. Burlington - PlZ.Z40ALLJPROPBR77B.9. LLC SheerNwntrm: NIF L1 __ Plojeet N-b- PUe Memorandum - Planning April 27, 1999 agenda items April 23, 1999 Page 7 the two (2) days per week he operates. These trip ends spread out over an entire year would average 8.3 trip ends during the P.M. peak hour. The applicant should be aware that the road impact fee is zero (0). 8) PIZZAGALLI PROPERTIES, LLC - MEDICAL OFFICE - SITE PLAN This project consists of constructing an 8,664 square foot medical office building on a 2 acre lot. This property located at 35 Joy Drive lies within the C2 District. It is bounded on the north by Rice High School, on the east by an office building, on the south by Joy Drive, and on the west by indoor recreation/day care center. Access/circulation: Access is to be provided by a 24 foot curb cut on Joy Drive and an access drive to the property to the east. The site plan for the property to the east will have to be amended to incorporate this connection. Circulation on the site is acceptable. Coverage/setbacks: Building coverage is 9.9% (maximum allowed is 30%). Overall coverage is 42.6% (maximum allowed is 70%). Front yard coverage is 7.0% (maximum allowed is 30%). Setback requirements are met. Parking: A total of 44 parking spaces are required and 52 spaces including six (6) handicapped spaces and a bike rack are being provided. The note on sheet 1 regarding parking should be revised to note the correct number of spaces required. Landscaping: The minimum landscaping requirement, based on building costs, is $16,500 which is being met. Plantings will include Serviceberry, Sugar Maple, Ash, Burning Brush, Coral Berry, Yew and Spruce. The landscaping plan should be revised to show the landscaping around the dumpster as shown on the site plan. The landscaping plan should also be revised to provide a dense evergreen hedge along the northerly boundary as required under Section 25.108 of the zoning regulations because this property abuts a residential district. 7 Memorandum - Planning April 27, 1999 agenda items April 23, 1999 Page 8 Sewer: The sewer allocation requested is 9045 gpd. The applicant will be required to pay the per gallon fee prior to permit issuance. There is currently no reserve capacity available at the Bartlett Bay Wastewater Treatment Facility. The approved allocation will be placed on a waiting list until such time as capacity is available. Staff recommends a condition that a Certificate of Occupancy/Compliance not be issued until the sewer capacity is available. Traffic: ITE estimates that this facility will generate 31.96 vehicle trip ends (vte's) during the P.M. peak hour. The applicant has submitted a trip generation estimate (see enclosed) of 17 vte's during the P. M. peak hour. The applicant's estimate is based on a specific tenant with certain trip generation characteristics. Since this building could be changed to another medical office tenant without site plan review, staff recommends that the ITE trip estimate be used for this building. The applicant should be aware that the traffic impact fee is approximately $6600. Sidewalk: The applicant will be constructing a sidewalk along the property's frontage. Lighting: Exterior lighting consists of the following: seven (7) 175 watt metal halide lamps with downcasting shielded fixtures mounted on 18 foot poles. Dumpster: A screened dumpster storage area is provided. 9) LARK INNS. INC. - ACCESS EASEMENT - REVISED FINAL PLAT This project consists of amending a previously approved planned unit development consisting of a 200 room hotel and restaurant. The amendment consists of: 1) adding an access easement to the plat to serve 1700 Shelburne Road, and 2) relocating the dumpster storage area. This property located at 1720 Shelburne Road lies within the C2 and C.O. Districts and the Bartlett Brook Watershed Protection Overlay District. It is bounded on the north by a motel, undeveloped property and a City park/natural area, on the east by multi -family units, on the south by Harbor View Road, and on the west by Shelburne Road. Access: Access is provided by a 34 foot curb cut on Shelburne and a 30 foot curb cut on Harbor CIT Y OF SOUTH BURLING�vN DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERTMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 28 , 1999 Robert Bouchard Pizzagalli Properties, Inc. 50 Joy Drive South Burlington, Vermont 05403 Re: Sewer Allocation, 35 Joy Drive Dear Mr. Bouchard: Please be advised that the South Burlington Planning Commission at their meeting held on April 27, 1999 approved a sewer allocation of 9045 gpd for a proposed medical office building on property owned by Pizzagalli Development Company. There is currently no sewer allocation available at the Bartlett Bay Wastewater Treatment Facility. The allocation granted will be placed on a waiting list until such time as the allocation is available. No Certificate of Occupancy/Compliance will be issued and the building can not be occupied until such time as sewer capacity is available. If you have any questions, please give me a call. Sincerely, j);4?1 p-e oe Weith, Director of Planning & Zoning JW/mcp 4/27/99 MOTION OF APPROVAL PIZZAGALLI PROPERTIES, LLC I move the South Burlington Planning Commission approve the site plan application of Pizzagalli Properties, LLC to construct an 8,664 square foot medical office building on a 2 acre lot, 35 Joy Drive, as depicted on a three (3) page set of plans, page one (1) entitled, "Renal Dialysis Center Lot #3 Broadcast Park 35 Joy Drive South Burlington, Vermont," prepared by Donald L. Hamlin Consulting Engineers, dated 3/23/99, last revised on 4/15/99, 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. Three (3) copies of the approved revised plans shall be submitted to the Director of Planning & Zoning prior to issuance. a) The site plan shall be revised to amend the note on sheet I regarding parking to note the correct number of spaces required. b) T e landscape pla shall be revised to provide a dense, evergreen edge along.the northe ly Jo ary �s,require� under �ction iS: l 08 of the zon' ; regulat�ns. 1) The landscape plan shall be revised to show the landscaping around the dumpster as shown � on the site plan. d) The site plan shall be revised to intercept the runoff from the northerly part of the lot and pipe it into the Joy Drive storm system in a method approved the City Engineer. �) The site plan shall show the sidewalk extending across the proposed driveway in a manner acceptable to the City Engineer. 3. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the medical office will generate 31.96 vehicle trip ends during the P.M. peak hour. 4. All exterior lighting shall consists of downcasting shielded fixtures. Any change to approved lights shall require approval of the Director of Planning & Zoning prior to installation. 5. Prior to issuance of a zoning permit, the applicant shall post a $16,500 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 Planning Commission approves a sewer allocation of 9045 gpd (includes 20% reduction allowed by State). The applicant shall be required to pay the per gallon fee prior to permit issuance. There is currently no sewer allocation available at the Bartlett Bay Wastewater Treatment Facility. The allocation granted shall be placed on a waiting list until such time as the allocation is available. No Certificate of Occupancy/Compliance will be issued and the building can not be occupied until such time as sewer capacity is available. 7. Prior to permit issuance, the applicant shall post a bond to cover the cost of the sidewalk. The sidewalk shall be constructed in a location approved by the Director of Public Works and completed prior to the issuance of a Certificate of Occupancy/Compliance. 8. The building shall be sprinklered. 9. The site plan for the property at 55 Joy Drive shall be amended prior to the construction of the access drive connection between the properties at 35 and 55 Joy Drive. 10. 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. 11. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the building. 12. Any change to the site plan shall require approval by the South Burlington Planning Commission. 2 CITI OF SOUTH BURLINGTuN DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 23, 1999 Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, Vermont 05403 Re: Medical Office, 35 Joy Drive Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and the Fire Department were sent to you at an earlier date. Please be sure someone is present on Tuesday, April 27, 1999 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Sincerely, X G-1 Joe Weith, Director Planning & Zoning JW/mcp Encls Please Reply to: P.O. Box 9 Essex Junction Vermont 05453 March 18, 1999 Mr. Robert Bouchard DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ENGINEERS AND LAND SURVEYORS 136 Pearl Street Essex Junction, Vermont Pizzagalli Properties, LLC P.O. Box 2009 South Burlington, Vermont 05407-2009 Re: Proposed Renal Dialysis Facility Trip Generation Estimate Dear Mr. Bouchard: Tel. (802) 878-3956 (802) 878-5123 Fax (802) 878-2679 As you requested, we have prepared an estimated trip generation for the proposed Renal Dialysis facility located on Joy Drive in South Burlington. This estimate was prepared based on information you provided us regarding the operation of the facility. The proposed facility will have approximately 28 employees who will work in two shifts. The facility will serve approximately 38 patients per day in three dialysis shifts. The maximum number of patients per shift is 17. The first dialysis shift starts at 6 am with all the patients ready by 7 am; the second begins at 10 am with all patients ready by 11 am; and the third and final dialysis shift begins at 3:30 pm with all patients ready by 4:30 pm. The last patient shift finishes at approximately 8:30 pm and the facility closes shortly thereafter. The proposed facility will have rather unique trip generation characteristics due to the nature and scheduling of the treatments. Unlike a typical medical clinic (such as a dentist or family physician) where there are many daily office visits which are relatively short in duration, this facility provides a four hour treatment to a limited number of patients on a daily basis. The scheduling of the treatments is such that the majority of the patients will arrive or depart the facility at times other than the normal AM and/or PM peak hours experienced by the adjacent street networks. AM Peak Hour Trip Generation Based on the above information, we believe that there will be 31 AM peak hour trips (all entering) for the proposed facility, occurring between the hours of 6 am and 7 am. It is important to note that this does not coincide with the normal AM peak hours, which generally occur between the hours of 7 am and 9 am. Traffic associated with the proposed facility during these hours will be minimal, consisting of normal deliveries. PM Peak Hour Trip Generation Using a similar methodology as above, we believe that there will be 17 PM peak hour trips (all entering) for the proposed facility, occurring between the hours of 3:30 pm and 4:30 pm. You WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS LABORATORY ANALYSIS WASTE WATER COLLECTION AND TREATMENT SKI LIFTS (WATER AND WASTE WATER) STREETS AND HIGHWAYS RECREATION AND INDUSTRIAL PLANNING LAND SURVEYING AIRPORTS SOIL BORINGS SOLID WASTE MANAGEMENT Engineering —'The link between what we have and what we need" Trip Generation Estimate Renal Dialysis Facility, Joy Drive Page - 2 - will notice that only a portion of this time occurs within the time frame typical of the PM peak hour of the adjacent streets, which is between 4 and 6 pm. Average Daily Traffic Based on the information presented above, the estimated daily trip generation for the proposed facility is 176 trips (50% in and 50% out). If you have any questions or comments regarding this information, please do not hesitate to call. Respectfull ichard F. Hamlin, P.E. Vice President DONALD L. HAMLIN MAGNUSPEC T11 MSS SEE'IS cs1- /1'/s SQUARE CUTOFF SPECIFICATION GRADE The compact MSS Series Magnuspeco is a versatile luminaire suitable for many lighting applications. The sixteen inch square housing accommodates a wide range of optical systems allowing maximized lighting utilization and a removable ballast Powr Panls for ease of installation and maintenance. Couple the excellent photometric capability with four mounting arrangements and MSS Magnuspec becomes a key element in many of your lighting designs. Mounting Capability - MSS can be arm, ceiling, yoke or garage mounted. Arm - side pole or wall. Ceiling - canopy. Yoke - pole top. Garage - adjustable parking garage trunnion. Optical - Flat lens cutoff distribution - horizontal lamp Type I, III, IY, Y Square, vertical lamp Type Y Square, drop prismatic refractor - Type Y Square. Housing - Rugged, one-piece aluminum, formed and welded for long term weather protection. Finish coat of LEKTROCOTEo powder, minimum 2 mils thick and sealed to aluminum at 400`F for lasting color and 4H pencil hardness. Lens/Door Assembly - Glass lenses are secured in a mitered extruded aluminum frame with solid corner key supports. Four springloaded tookless cast latches allow door to be opened from either end for quick maintenance. Lenses are sealed to housing with a high quality silicone gasket Powr Panl - Ballast components mounted to a galvanized steel removable panel with electrical quick connects for power and socket. Ballasts are H.P.F. 180°C insulated with -20`F (-40°F HPS) starting. 60 hz. standard - 50 hz. available. Listings - All units are U.L. listed 1572 for wet' locations and CSA certified for outdoor use. IP suitability IP55. 'Garage mount is listed for damp locations. CATALOG LOGIC MSS - A 150S-3 W 8-1 PCR4 T Magnuspec--T Options (Small) PCR(X) - Photocontrol Mounting Receptacle A - Arm (Flush) F(X) - Fusing C - Ceiling 1 - 120V Y - Yoke (Post Top) 2 - 208V 3 - 240V G - Garage 4 - 277V Wattage 5 - 480V HPS MH 6 - 347V 70 70 Finish 1 DO 100 1 - Brz 150 175 2 - Blk Source 3 - Gray H - Metal Halide 4 - White S - HPS 6 - Beige Powr Panl Ballast 7 - Green 8 - Terra Cotta 3 9 - Teal Distribution R - Red 1- Type 1 B - Blue P - Type III G - Goldenrod T - Forward Throw M - Mauve W - Type V Horizontal Voltage V - Type V Vertical 5 480V' A - Drop Acrylic Type V 6 - 347V L - Drop Polycarb Type V 8 -Quad Tap (120/208/240/277) 'Not available in 70W and 100W MH units. 101 Lighting, Inc. ARM YOKE CEILING UL GARAGE " N RTL/C DIMENSIONS -19Y.-- (4l9mm) —T- 24- (607mm) 215. "w- 16V.-so (549mm) (413mm) � I -- (203mm) 191/1, (499mm) r6mm) . .... a ---- --- s�.. (137mm) 20d ORDERING INFORMATIG ' Weight lbs. kgs. Catalog Number Wattage METAL HALIDE MSS-A070H-3x8-1 70 23 10.4 MSS-A100H-3x8-1 100 24 10.9 MSS-A175H-3x8-1 175 25 11.3 HIGH PRESSURE SODIUM MSS-A070S-3x8-1 70 23 10.4 MSS-A100S-3x8-1 100 24 10.9 MSS-A150S-3x8-1 150 25 11.3 • Catalog numbers are arm mount housings, Quad -Tape Ballast and bronze finish. • For other mountings change "A" to "C"-Ceiling, "Y"-Yoke, " K-Post-Top, "G"-Garage. • For photometric distribution replace "X" with; I -Type I, P-Type III, T-Forward Throw, W-Type Y Horizontal, V-Type Y vertical, A -Drop acrylic Type Y and L-Drop polycarbonate Type V. • For other voltages change Quad -Tap (120, 208, 240, 277) "8" to "5" for 480 volt, "6" for Tri-Tap It 20, 277, 347). • For other finishes replace "1" with; 2-Black, 3-Gray, 4-White, 6-Beige, 7-Forest Green, 8-Terra Cotta, 9-Teal, B-Blue, R-Red, G-Goldenrod, M-Mauve, 0-Other. • For 50 Hertz Ballast, please contact factory. OPTIONS Suffix Description PCR(X) Twistlocke Photocontrol receptacle replace "X" with 1-120, 2-208, 3-240, 4-277, 5-480, 6-347. Order PTL Photocontrol separately. F(X) Fusing - Specify wiring voltage 1-120, 2-208, 3-240, 4-277, 5-480, 6-347. ACCESSORIES Weight lbs. kgs. Catalog Number Description ARMS MAS-4-X 4" Arm for flat surfaces 1.5 .7 MAS-10-X 10* Arm for flat surfaces 2.5 1.2 ADAPTERS RSD-44-X 4' OD Nominal Pole Adapter for MAS Arms 1 .4 RSD-55-X 5' OD Nominal Pole Adapter for MAS Arms 1 .4 MSS-90-1 23/s' OD Tenon Splitfitter drilled for MAS Arms 20 .9 MAS-FM Flush mount hardware for MSS fixtures .3 .1 DS-WP-X Wall plate for flush or arm mount of MSS 5.7 2.2 For finish replace "X" with 1-Bronze, 2-Black, 3-Gray, 4-White, 6-Beige, 7-Forest Green, 8-Terra Cotta, 9-Teal, B-Blue, R-Red, G-Goldenrod, M-Mauve, 0-Other. HUBBELL Lighting, Inc. EPA 1. 2f 'HOUSING 2. Y FIXTURES PHOTOMETRIC DISTRIBUTION GUIDE TYPEI - "I" TYPE III - "P" SIM-M FORWARD THROW - "T" TYPE YHORIZONTAL - "W" moe_�m TYPE Y VERTICLE - "V" TYPE V ACRYLIC - "A" TYPE V IOlJ POLYCARBONATE - "L" MAS-4-X/MAS-10-X RSD-44-X/55-X MAS-FM T' (133mm) 15' (381mm) fi 93/," (248mm) MSS-90-1 DS-WP-X Hubbell/Lighting, Inc. 2000 Electric Way, Christiansburg, Virginia 24073, (540) 382-6111 • Fax: (540) 382-1526 • Telex: 23-7407719 Hubbell Canada, Inc., 870 Brock Road South, Pickering, Ontario Li W1 Z8, (905) 839-1138 • Fax: (905) 839-9108 • Telex: 06-981288 Hubbell, Ltd., Ronald Close, Woburn Rd. Ind. Estate, Kempston, Bedford, England MK42.7SH • Tel (44 234) 855444 • Telex: 826065 March 1995 c1995 Hubbell Incorporated Printed in U.S.A. Od tI) HUBBELL LIGHTING A XOMETRIC REPORT I(- 16.25' I (413mm) � LC. 8' (2D3mm) G.C. MOUNTING HEIGHT: 5.49 METERS - - - Hag Maximum Candlepower Trace * Maximum Candlepower Maximum at H - 33.9' V - 51.7' 2 i 1 �0 I 1 75 2 I i 2.75 3 i 4 5 SVL:KET P05.: FIAtU REFLECTOR: ALUMINUM SPECULAR ENCLOSURE CLEAR, FLAT GLASS 'ex MSS-X175H-3TX-X TEST NO.: HP-06330 LAMP CLASSIFICATION TYPE 175W HALIDE DISTRIBUTION: N'A ANSI: MH-175/U/MED I.D.: V-1-11 TYPE: NIA ENVELOPE: E-17 LC.L• 3.5INCHES CONTROL- CUTOFF LUMENS: 126DO • ;is 10 a MOUNTING HEIGHT: 18 FEET - - - Coefficient of Utilization Curves .1 .2 .3 .4 .5 .6 .7 7 6 5 4 3 2 1 D 0 1 2 3 4 5 6 7 3.75 2.25 0' RATIO OF LONGITUDINAL DISTANCE TO MOUNTING HEIGHT HUBBELL LIGHTING PHOTOMETRIC REPORT MSS-X175H-3WX-X �y GENERAL Test Distance: 36 FEET By. 4r(Date: 3.21.95 Approved: �• -f� To approximate performance for similar lamps with different Lumens, multiply Lumens, Lux and Footcandles by this ratio: RATIO - SELECTED LAMP LUMENS 126DO LIGHT FLUX VALUES LUMENS PERCENT OF LAMP DOWNWARD 5287 41.96 STREETSIDE DOWNWARD 751 5.96 HOUSESIDE UPWARD 0 STREETSIDE .DO UPWARD O HOUSESIDE .lX) TOTAL 6037 47.92 I (413mm) L.C. m 8' (203m) L G C. MOUNTING HEIGHT CORRECTION FACTORS M00o p He. M •Feel 12 14 16 18 20 22 24 M°mmg Hei M - Meters 3.66 4.27 4.88 5.49 6.10 6.71 7.32 Factor 225 1.65 127 1.00 .81 .67 .56 TEST NO.: HP-06332 I LUMINAIRE LAMP CLASSIFICATION SOCKET POS.: A-D TYPE 175W HALIDE DISTRIBUTION: N!A REFLECTOR: ALANOD 1510 SEMISPECULAR ANSI: MH-175/U/MED I.D-- V-1-H TYPE Y-SQUARE ENCLOSURE CLEAR, FLAT GLASS ENVELOPE E-17 LC.L• 3.5INCHES CONTROL CUTOFF LUMENS: 12600 • • • •• r • MOUNTING HEIGHT: 5.49 METERS MOUNTING HEIGHT: 18 FEET - - - Hall Maximum Candlepower Trace - - - Coefficient or Utilization Curves * Maximum Candlepower Maximum at H - 48.7' V - 61.3' ISO, f 2 W z 1 z 0 O W 1 y 1.75 0 2 W 2.75 y 3 4 4 9_.5 MEIJI 0Nrrju� Effun ffiffiR M.!111LIN •� EMINI Emile NOUN _�� ®®® ®■ GENERAL Test Distance: 36 FEET By. _ " Date: 2-28.95 Approved: �• l�- To approximate performance for similar lamps with different .1 2 .3 .4 .5 .6 .7 Lumens, multiply Lumens, Lux 7- 8- 5- 4 3- 2.-- 1 0 0 1 2 3 4 5 6 7 3.75 225 a, and Footcandles by this ratio: RATIO - SELECTED LAMP LUMENS ,2600 LIGHT FLUX VALUES LUMENS PERCENT OF LAMP DOWNWARD 4198 33.32 STREETSIDE DOWNWARD 4198 33.32 HOUSESIDE UPWARD 0 .00 STREETSIDE UPWARD 0 .00 HOUSESIDE TOTAL 8397 66.64 MOUNTING HEIGHT CORRECTION FACTORS GENERAL Test Distance: 36 FEET By. _ " Date: 2-28.95 Approved: �• l�- To approximate performance for similar lamps with different .1 2 .3 .4 .5 .6 .7 Lumens, multiply Lumens, Lux 7- 8- 5- 4 3- 2.-- 1 0 0 1 2 3 4 5 6 7 3.75 225 a, and Footcandles by this ratio: RATIO - SELECTED LAMP LUMENS ,2600 LIGHT FLUX VALUES LUMENS PERCENT OF LAMP DOWNWARD 4198 33.32 STREETSIDE DOWNWARD 4198 33.32 HOUSESIDE UPWARD 0 .00 STREETSIDE UPWARD 0 .00 HOUSESIDE TOTAL 8397 66.64 MOUNTING HEIGHT CORRECTION FACTORS MOUNTING HEIGHT CORRECTION FACTORS Mwrlarp H' M•Fed 12 14 16 18 20 22 24 MM •Meters012 3.66 427 4.88 5.49 6.10 6.71 7.32 Factor 225 1.65 127 1 1.00 1 .81 .67 .56 • --_ - --- - -- RATIO OF LONGITUDINAL DISTANCE TO MOUNTING HEIGHT TESTED TO CURRENT IES AND NEMA STANDARDS UNDER STABILIZED HUBBELL Lighting, Inc. LABORATORY CONDITIONS. VARIOUS OPERATING FACTORS CAN CAUSE DIFFERENCES BETWEEN LAB DATA AND ACTUAL FIELD MEASUREMENTS. Hubbell/Lighting, Inc. 2000 Electric Way, Christiansburg, Virginia 24073, (540) 382-6111 • Fax: (540) 382-1526 • Telex: 23-74OT719 Hubbell Canada, Inc., 870 Brock Road South, Pickering, Ontario Li W1 Z8, (905) 839-1138 • Fax: (905) 839-910B • Telex: 06-981288 Hubbell, Ltd., Ronald Close, Woburn Rd. Ind. Estate, Kempston, Bedford, England MK42-7SH a Tel (44 234) 855444 • Telex: 826065 May 1995 • c,1995 Hubbell Incorporated Printed in U.SA SAP/RAC MOUNTING ARRANGEMENTS l_Y TENON SIDE MOUNT SAP SERIES HANDHOLE DECORATIVE CAST ALUMINUM BASE ti 0 F-1 011 BOLT CIRCLE RAC SERIES NOM. HT. 1 � T Tz- (305 min) TENON , SIDE MOUNT HANDHOLE TWO PIECE BASE COVER BOLT CIRCLE HUBBELL NOM. HT. 1 'T 12' (305 mm) Lighting, Inc. S'!UARE STRAIGHT Q' IUMINUM FEATURES • Shaft one-piece extruded • Tenon or machined side mounting • Ground lug standard • Standard finish sanded satin aluminum ORDERING INFORMATION Decorative cast aluminum base Four "L" shaped anchor bofts included Template included Ca tal Number�l) Pole Height Wind Load Rating (2) Pole Size Base ua Anchor Bolt Size (4) Bolt Circle (4) Bolt Projection (4) Pole eight (3) BO MPH 100 MPH Ft. I M EPA Wt. EPA Wt. Iba. toga. GROUP I' - 3' x 4' HANDHOLE SAP-4 - 10 3,0 18.0 450 100 250 4.00' 9.88' /.'x30'x3' 9.0' 250' 59 26.8 SAP-412X.XX 12 3.7 14.0 35O 8.0 200 4.00' 9.88' 3/.'x30'x3' 9.0' 2.50' 68 30.8 SAP-414X-XX 14 4-3 10.0 250 6.0 150 4.00' 9.8a' 3/4 x30'x3' 9.0' 2.W 77 34.9 SAP-416X-XX 16 4.9 9.0 225 4.0 100 4.00' 9.8a' 3A'x30'x3' 9A' 2.50' 86 39.0 SAP-418X-XX 18 5.5 6.0 150 3.0 1DO 4.00' 9.88' 3/.'x3O'x3' 9.O' 250' 95 43.1 SAP-420X-XX 20 6.1 5.0 125 20 100 4.00' 9.88' 3A'x3O'x3' 9.0' 2.50' 104 472 GROUP II' - 3' x 4' HANDHOLE SAP-518X-XX 18 5.5 15.0 375 7.0 175 5.00' 125'3,'.'x30'x3' 11.0' 2.75.T95SAP-52OX-XX 20 6.1 1 12.0 1 300 5.0 1255.00' 1.25' Ill 34 xWx3' 11.0' 2.75' SAP-525X-XX 25 7.6 5.0 125 2-0 1 DO 5.00' 11.25' 3/.'x30'x3' 11.0' 2.75' GROUP IIIt - 4'x6' HANDHOLE SAP-630X-XX 1 30 1 9.1 1 6.0 150 1 20 1 100 1 6.75' 1 14.5(X 1 1'x36'x4' 1 14.5' 1 4.75' 197 89.4 (1) Catalog Number, as osteC. ones rol ro.rce tears or m hn,g b sde m mng. Desred fi.tun mounting must oe specbed by sutnmut,rg for all x's in Catalog Number. Refer to Catalog Logic for fop type"" - 1`1g ana,gem.11, (21 Ma.-m allowable EPA �s bawd on reaey w.nas of SC aid IDC UPH .,In gusts 10 104 and 130 MPH respe ely. All Calculations are based on a mm.mum y,eld of 24,000 PSI. Ca,OVIallons per AASHTO 65. (3) Anchor b0w1t ghis not n !uded. (al Factory supplied tempiate must De used when setting ancfwr bons. Hubbell Llghling will deny any claim for incorrect anchorage placement resulting Irom failure to use factory supplied template - 'Has Cast base w.in rnnceaed a"'O" + ,tit 2 p-e ai num base r er. ROUND STRAIGHT ALUMINUM FEATURES • Shaft one-piece extruded • Ground lug standard • Group I - open top or 2?e' tenon • Four "U saped anchor bolts included • Group II - 21a' tenon or side mounting • Standard finish rotary sanded satin aluminum • Cast aluminum base • Bolt template included • Two- iece base cover OR[�ERING INFORMATION Wind Load Rating (2) Anchor Catal Height g [FtPTM Pole Base Bolt Size Bolt Circle Bolt Projection Weight g 80 MPH 100 MPH Number�1) Dla. ua (3) (3) (3) EPA I Wt. EPA I Wt. Iba. toga. GROUPI - NO HANDHOLE RAC-308X•PO 8 24 8.6 215 4 9 125 3.0' 9.00' 'x3' 8.0' 3.88' 16 7.3 RAC-31OX-PO 10 3.0 6.3 160 27 100 3.0' 9.00' �`/,-x`15 'h'x15'x3' 8.G' 3.88' 19 8.6 RAC-312X•PO 12 1 3.7 4.5 115 1-9 100 3.O' 9A0' 1/2 x15'x3' 8A' 3.88' 22 10.0 RAC-314X•PO 14 4.3 3.0 100 - - 3.0' 9.00' 1h'x15'x3' 8.0' 3-88' 25 11.3 GROUP II - 3'x4' HANDHOLE RAC-41OX-XX 10 3.0 10.9 275 5.9 150 4.(r 11.3a' 3,:'x30'x3' 8.0' 3.88' 40 18.1 RAC-412X-)(X 12 3.7 8.1 200 3-5 100 4.0' 11.38' 3/4 x30'x3' 8.0' 3.88' 46 20.9 RAC-414X-)(X 14 4.3 5.9 150 23 100 4.0' 11.8a' 3/.'x30'x3' 8.0' 3.88' 52 23.6 RAC-416X-)(X 16 4.9 42 100 1.8 1DO 4.0' 11-38' 3/.'x30'x3' 8A' 3.88' 58 26-3 RAC -418X-XX 18 5.5 3.8 1DO iS 100 4.0' 11'38' 3/.'x30'x3' 8.0' 3.88' 64 29.0 RAC-42OX-XX 20 6.1 3.0 100 - - 4.0' 11.39' 3,4'x30'x3' 8.0' 3.8a' 70 31.8 l V Cataog Number, as 1,s Y aces -7 ro-d !' ,i or mac ,;'0r sd,, mourning Denied five mounlmg must be speCiLeC by acbsutubng b, aft x'S in Catalog Numbe,. 121 Ma.i allo. t,ff EPA •, bits! w , veady c5 of a0 and ' J: MPH wan g11ts IO 'OS and 130 MPH resDPC'.ely All calcvl,frO are based on a -n-m y-eld of 24 DOO PSt Ca,4131On5 ce' AA SH TO 35 (3) Factory supplied 1-plale muss be used wnen setting anchu Dons. Huboell Lighting will deny any claim for incorrect anchorage placement res.fung Irom failure 1. use factory supplied template. CATALOG LOGIC SAP and RAC SERIES R A C - 4 Pole Cross Section T R-Round S-Square Pole Material A -Aluminum Base Type C-Cast Aluminum (Round Shaft) P-Cast Aluminum (Square Shaft) Shaft Size Round Square 3-3.0'to 3-9' 4-4A'to 4.9' 4-4.0' to 4.9' 5-5.0' to 5.9' 6-6.0' to 6.9' Nominal Pole Height (See Ordering Information) -V" baling regive.rer t based M mik-bb EPA Fn proper ng clit-is use M-4A-10 arm Nae P-d pots w,s mWm -.RSO- r-id pole adaptYi •-'Nit ava;lada m span sMK Not.: Vlbretlon d.rnp.re .v.nerbl.. conwrff 1.ctoay. 1 0 X- X X- M X X -C Options (See Below) Fixture Arm Size (Holes) 0-Post Top Tenon 2-Magnu Series Mounting Arrangement A -One fixture C-Two fixtures at 180'- D-Two fixtures at 90 F-Three fixtures at 90 G-Four fixtures at 90- H-Three fixtures at 120" * J P-Tenon only Top Type 1-23/a' (60 mm) O.D. Tenon 6-Side Mount OPTIONS Factory applied, order by adding appropriate suffix to catalog number. Suffix Description -M18' Weatherproof receptacle -M50 thru -M53 LEKTROCOTEE finish -DS Magnudisc Base Cover 'N01 a•al in 3' RAC serer NOTE and cce v- descnpl- - be bond on page 254. 12 0 n u MEMORANDUM To: Applicants/Project �ile From: Raymond J. Belair, oning & Planning Assistant Re: Preliminary comments, April 27, 1999 agenda items Date: April 2, 1999 ESTATE OF HORTENSE VERCHEREAU - 2 LOT SUBDIVISION - SKETCH PLAN — lots should be numbered — indicate approximate size of each lot — the plan should be revised to show a 50 foot wide Conservation & Open Space District extending from the centerline of the drainageway. — access to both lots should be by a shared curb cut. AMY WRIGHT - 20 UNIT PUD & CONGREGATE HOUSING - PRELIMINARY PLAT — the note on the landscaping plan and sheet A I regarding "future commercial additions" should be removed since expansion of a nonconforming use is not allowed. — provide details (cut -sheets) for all building mounted lights. — there is more paved parking area around the retail building than is necessary (9 spaces). Applicant should consider converting this extra paved area to green space. — the five (5) parking spaces provided for the existing duplex should be shown. — the traffic impact study should be revised to reflect the use of the Chappell Florist access for two-way traffic instead of the one-way entrance originally proposed. — show screened dumpster storage area if any proposed for the new development and show a screened dumpster storage area for Chappell Florist. — the building mounted lights on the Chappell Florist building should be replaced with downcasting shielded fixtures. PIZZAGALLI PROPERTIES, LLC - MEDICAL OFFICE - SITE PLAN the building on the landscaping plan should meet the 65 foot setback from the north boundary line and revised to note that the setback is 65 feet not 30 feet. the sidewalk should be extended along the entire property's frontage. —� the site plan for 55 Joy Drive will need to be amended to approve the mutual access with this / property. a dense evergreen hedge should be planted along the northerly boundary as required under Section 25.108 of the zoning regulations. is approval being requested at this time for the future expansion? If so, the Commission could extend the approval expiration to two (2) years. for the proposed pole lights, include wattage and type of light. provide details (cut -sheets) and show locations for any building mounted lights. the plan should note the type of dumpster screening proposed. provide sewer allocation request. Applicant should be aware that there is currently no reserve capacity available at the Bartlett Bay Wastewater Treatment Facility. It has been the Commission's policy to allow the construction to go forward in these instances but no occupancy until the capacity is available. the plan should include a bike rack as required under Section 26.253(b) of the zoning regulations. applicant's trip generation estimate during the P.M. peak hour is 17 vehicle trip ends (vte's). The ITE Trip Generation Manual estimates that this facility will generate 30.25 vte's and with the future expansion to generate 36.19 vte's. Staff recommends that the ITE numbers be used since the type of medical office could be changed in the future. The applicant should be aware that the road impact is approximately $6200 and with the addition is approximately $7500. FULL MOON FARM - VEGETABLE SALES - REVISED FINAL PLAT — plans submitted are acceptable. e pizzagalli p r o P e r t i as. 1 1 c To: Mr. Raymond Belaire Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: April 15, 1999 Re: Medical Office Building — 35 Joy Drive Enclosed: TRANSMITTAL Quantity Description Code'` 5 Revised Site Plans of Fletcher Allen Health Care Renal Dialysis Bldg M pursuant to your preliminary comments dated 4/2/99 5 Detail cut sheets and description of exterior lighting M Codes: A FOR INITIAL APPROVAL H FOR APPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: Dear Ray: Enclosed please find revised site plans pursuant to the above referenced Project. The revised landscaping plan will be completed and on your desk by Friday, April 16tn Please contact me with any questions. Sincerely: Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 MAGNUSF EC" MSS SEAES SQUARE CUTOFF SPECIFICATION GRADE The compact MSS Series Magnuspec@) is a versatile luminaire suitable for many lighting applications. The sixteen inch square housing accommodates a wide range of optical systems allowing maximized lighting utilization and a removable ballast Powr Panlo for ease of installation and maintenance. Couple the excellent photometric capability with four mounting arrangements and MSS Magnuspec becomes a key element in many of your lighting designs. Mounting Capability - MSS can be arm, ceiling, yoke or garage mounted. Arm - side pole or wall. Ceiling - canopy. Yoke - pole top. Garage - adjustable parking garage trunnion. Optical - Flat lens cutoff distribution - horizontal lamp Type I, III, IV, Y Square, vertical lamp Type Y Square, drop prismatic refractor - Type Y Square. Housing - Rugged, one-piece aluminum, formed and welded for long term weather protection. Finish coat of LEKTROCOTE@ powder, minimum 2 mils thick and sealed to aluminum at 400°F for lasting color and 4H pencil hardness. Lens/Door Assembly - Glass lenses are secured in a mitered extruded aluminum frame with solid corner key supports. Four springloaded tool -less cast latches allow door to be opened from either end for quick maintenance. Lenses are sealed to housing with a high quality silicone gasket Powr Panl - Ballast components mounted to a galvanized steel removable panel with electrical quick connects for power and socket. Ballasts are H.P.F. 180°C insulated with -20°F (-40°F HPS) starting. 60 hz. standard - 50 hz. available. Listings - All units are U.L. listed 1572 for wet' locations and CSA certified for outdoor use. IP suitability IP55. 'Garage mount is listed for damp locations. CATALOG LOGIC MSS -A150S-3W8-1 PCR4 T Magnuspec Options (Small) PCR(X) - Photocontrol Mounting Receptacle A - Arm (Flush) F(X) - Fusing C - Ceiling 1 - 120V Y - Yoke (Post Top) 2 - 208V G - Garage 3 - 240V 4 - 277V Wattage 5 - 480V HPS MH 6 - 347V 70 70 Finish 100 100 1 - Brz 150 175 2 - Blk Source 3 - Gray H - Metal Halide 4 - White S - HPS 6 - Beige Powr Pant Ballast 7 - Green 8 - Terra Cotta 3 9 - Teal Distribution R - Red 1- Type I B - Blue P - Type III G - Goldenrod T - Forward Throw M - Mauve W - Type V Horizontal Voltage V - Type V Vertical 5 - 480V' A - Drop Acrylic Type V 6 - 347V L - Drop Potycarb Type V 8 _ ouad Tap (120/208/240/277) 'Not available in 70W and 10OW MH units. Lighting, Inc. DIMENSIONS (169mm) I 24' (607mm) 21% (549mm) 16'/.- so (413mm) -- (202mm) 19 14* (169mm) 20d 20d ORDERING INFORMAL ,.,N Weight lbs. I kgs. Catalog Number Wattage METAL HALIDE MSS-A070H-3x8-1 70 23 10.4 MSS-Al00H-3x8-1 100 24 10.9 MSS-A175H-3x8-1 175 25 11.3 HIGH PRESSURE SODIUM MSS-A070S-3x8-1 70 23 10.4 MSS-A100S-3x8-1 100 24 10.9 MSS-A150S-3x8-1 150 25 11.3 • Catalog numbers are arm mount housings, Quad -Tapp Ballast and bronze finish. • For other mountings change "A" to "C"-Ceiling, "Y"-Yoke, "P"-Post-Top, "G"-Garage. • For photometric distribution replace "X" with; I -Type I, P-Type III, T-Forward Throw, W-Type Y Horizontal, V-Type V vertical, A -Drop acrylic Type V and L-Drop polycarbonate Type V. • For other voltages change Quad -Tap (120, 208, 240, 277) "8" to "5" for 480 volt, "6" for Tri-Tap It 20, 277, 347). • For other finishes replace "1" with; 2-Black, 3-Gray, 4-White, 6-Beige, 7-Forest Green, 8-Terra Cotta, 9-Teat, B-Blue, R-Red, G-Goldenrod, M-Mauve, O-Other. • For 50 Hertz Ballast, please contact factory. OPTIONS Suffix Description PCR(X) Twistlock© Photocontrol receptacle replace "X" with 1-120, 2-208, 3-240, 4-277, 5-480, 6-347. Order PTL Photocontrol separately. F(X) Fusing - Specify wiring voltage 1-120, 2-208, 3-240, 4-277, 5-480, 6-347. ACCESSORIES Weight lbs. kgs. Catalog Number Description ARMS MAS-4-X 4" Arm for flat surfaces 1.5 .7 MAS-10-X 10' Arm for flat surfaces 2.5 1.2 ADAPTERS RSD-44-X 4" OD Nominal Pole Adapter for MAS Arms 1 .4 RSD-55-X 5" OD Nominal Pole Adapter for MAS Arms 1 .4 MSS-90-1 23/a' OD Tenon Splitfitter drilled for MAS Arms 20 .9 MAS-FM Flush mount hardware for MSS fixtures .3 .1 DS-WP-X Wall plate for flush or arm mount of MSS 5.7 2.2 For finish replace "X" with 1-Bronze, 2-Black, 3-Gray, 4-White, 6-Beige, 7-Forest Green, 8-Terra Cotta, 9-Teal, B-Blue, R-Red, G-Goldenrod, M-Mauve, O-Other. Lighting, Inc. EPA 1. (_ .RM HOUSING 2. YOKE FIXTURES PHOTOMETRIC DISTRIBUTION GUIDE TYPE I - "I" TYPE III - "P" FORWARD THROW - "T" 0 11 TYPE V HORIZONTAL - "W" TYPE Y VERTICLE - "V" - TYPE V ACRYLIC - "A' 0 TYPE Y * i ( POLYCARBONATE - "L" ® ®_ :r't .............. . . ,-- MAS-4-X/MAS-10-X RSD-44-X/55-X MAS-FM 51/4' T_ (133mm) 15" (381mm) 1 93/4' (1248mm) i MSS-90-1 DS-WP-X HubbellUghting, Inc. 2000 Electric Way, Christiansburg, Virginia 24073, (540) 382-6111 • Fax: (540) 382-1526 • Telex: 23-7407719 Hubbell Canada, Inc., 870 Brock Road South, Pickering, Ontario L1 W1Z8, (905) 839-1138 • Fax: (905) 839-9108 • Telex: 06-981288 Hubbell, Ltd., Ronald Close, Woburn Rd. Ind. Estate, Kempston, Bedford, England MK42-7SH • Tel (44 234) 855444 • Telex: 826065 March 1995 C1995 Hubbell Incorporated Printed in U.SA HUBBELL LIGHTING�HOTOMETRIC REPORT - 16.25' 1 (413mm) L.C. a• (203mm) G.C. MOUNTING HEIGHT: 5.49 METERS - - - Halt Maximum Candlepower Trace Maximum Candlepower Maximum at H - 33.9' V - 51.7' 3 2 1 S0 � 1 1.75 2 i 2.75 3 4 5 LUMINAIRE SOCKET POS.: FIXED REFLECTOR: ALUMINUM SPECULAR ENCLOSURE CLEAR, FLAT GLASS ■■■NFAI,I. ■■■N� ■■� II MEF Ir�� MEND\ ®EN N- MSS-X175H-3TX-X TEST NO.: HP-06330 LAMP CLASSIFICATION TYPE: 175W HALIDE DISTRIBUTION: N/A ANSI: MH-175/U/MED I.D.: V-1-H TYPE: N/A ENVELOPE: E-17 LC.L: 3.5INCHES CONTROL CUTOFF LUMENS: 12600 MOUNTING HEIGHT:18 FEET - - - Coefficient of Utilization Curves few .1 .2 .3 4 .5 .6 .7 7 6 5 4 3.75 2.25 3 2 1 00.0 1 2 3 4 5 6 7 RATIO OF LONGITUDINAL DISTANCE TO MOUNTING HEIGHT HUBBELL LIGHTING PHOTOMETRIC REPORT MSS-X175H-3WX-X Ij�-- 16.25' I (4/3mm) �- L.C. g• d�C (203mm) G.C. TEST NO.: HP-06332 I LUMINAIRE LAMP CLASSIFICATION SOCKET POS.: A-D TYPE 175W HAUDE DISTRIBUTION: WA REFLECTOR: ALANOD 1510 SEMISPECULAR ANSI: MH-175/U/MED I.D.: V-1-H TYPE Y-SQUARE ENCLOSURE CLEAR, FLAT GLASS ENVELOPE E-17 LC.L- 3.5INCHES CONTROL- CUTOFF LUMENS: 126DO MOUNTING HEIGHT: 5.49 METERS MOUNTING HEIGHT:18 FEET - - - Halt Maximum Candlepower Trace - - - Coefficient of Utilization Curves * Maximum Candlepower Maximum at H - 48.7' V - 61.3' 180, GENERAL Test Distance: 36 FEET By: Date: 3.21.95 Approved: To approximate performance for similar lamps with different Lumens, multiply Lumens, Lux and Footcandles by this ratio: RATIO - SELECTED LAMP LUMENS 12600 LIGHT FLUX VALUES LUMENS PERCENT OF LAMP DOWNWARD 5287 41.96 STREETSIDE DOWNWARD 751 $.96 HOUSESIDE UPWARD 0 STREETSIDE .00 UPWARD 0 HOUSESIDE .DO TOTAL 6037 47.92 MOUNTING HEIGHT CORRECTION FACTORS Mounting Hey M -Feet 12 14 16 18 20 22 24 Mounting Hei ht -Meters 3.66 1 4.27 1 4.88 1 5.49 6.10 1 6.71 1 7.32 Factor 2.25 1.65 1.27 1.00 .81 .67 .56 GENERAL Test Distance: 36 FEET By: _ " Date: 2-28-95 Approved: �• To approximate performance for similar lamps with different 3 .1 .2 .3 .4 .5 .6 .7 Lumens, multiply Lumens, Lux s os I and Footcandles by this ratio. 1 o SELECTED LAMP LUMENS = 2 ` w RATIO - 12600 W 0 w m x O, 1 z z p �'0 0 U 1 1.75 0 2 ®�■ ®� G NONEB ■ENE■■■ LIGHT FLUX VALUES LUMENS PERCENT OF LAMP DOWNWARD 4 198 33.32 STREETSIDE DOWNWARD 4198 33.32 HOUSESIDE UPWARD O STREETSIDE .00 UPWARD O 00 HOUSESIDE TOTAL 1 8397 1 66.64 MOUNTING HEIGHT CORRECTION FACTORS MounDnp Hei M-Fee1 12 14 16 /8 20 22 24 Mounorg HeI M - Meters 3.66 4.27 4.88 5.49 6.10 6.71 7.32 Factor 225 1.65 127 1.00 .81 1 .67 1 .56 TESTED TO CURRENT IES AND NEMA STANDARDS UNDER STABILIZED HUBBELL. Lighting, Inc. LABORATORY CONDITIONS. VARIOUS OPERATING FACTORS CAN CAUSE .,Od DIFFERENCES BETWEEN LAB DATA AND ACTUAL FIELD MEASUREMENTS. Hubbell/Lighting, Inc. 2000 Electric Way, Christiansburg, Virginia 24073, (540) 382-6111 . Fax: (540) 382-1526 • Telex: 23-7407719 IT) Hubbell Canada, Inc., 870 Brock Road South, Pickering, Ontario Li W1Z8, (905) 839-1138 • Fax: (905) 839-9108 • Telex: 06-981288 Hubbell, Ltd., Ronald Close, Woburn Rd. Ind. Estate, Kempston, Bedford, England MK42-7SH • Tel (44 234) 855444 • Telex: 826065 May 1995 01995 Hubbell Incorporated Printed in U.SA SAP/RAC MOUNTING ARRANGEMENTS L_Y U-U DW, 0WO D F Is M 0 TENON SIDE MOUNT SAP SERIES NOM. HANDHOLE DECORATIVE CAST ALUMINUM � i BASE Iz- (305 min) BOLT CIRCLE TENON SIDE MOUNT RAC HT SERIES HANDHOLE TWO PIECE BASE COVER\ VT 2" (305 mm) CIRCLE HUBBELL)I Lighting, Inc f. :)UARE STRAIGHT. r LUMINUM FEATURES • Shaft one-piece extruded • Decorative cast aluminum base • Tenon or machined side mounting • Four "L" shaped anchor bolts included • Ground lug standard • Template included e Standard finish sanded satin aluminum ORDERING INFORMATION N=tCatal 10?1) Pole Height Wind Load Rating (2) Pole Size Base Square Anchor Bolt Size (4) Bolt Circle (4) Bolt Projection (4) Pole eight (3) 80 MPH 100 MPH Ft. M EPA Wt. EPA Wt. Ilea. kgs. GROUP I' - 3' x 4' HANDHOLE SAP-41OX- 10 3.0 18.0 450 10.0 250 4.00' 9.88' /: x3O'x3' 9.0' 2.50' 59 26.8 SAP-412X-XX 12 3.7 14.0 350 8.0 200 4.00" 9.88' 14 x30'x3' 9.0' 2.50' 68 30.8 SAP-414X-XX 14 4.3 10.0 250 6.0 150 4.00' 9.88' 3/: x30'x3' 9.0' 2.50' 77 34.9 SAP-416X-XX 16 4.9 9.0 225 4.0 100 4A0' 9.88' 1/4'x30'x3' 9.0' 2.50' 86 39,0 SAP-418X-XX 18 5.5 6.0 15O 3.0 100 4.00' 9.88' 3A x3O'x3' 9.0' 25(' 95 43.1 SAP-42OX-XX 20 6.1 5.0 125 2.0 100 4.00' 9.88' 3/i x30'x3' 9.0' 2.50' 104 472 GROUP II' - 3" x 4' HANDHOLE SAP-518X-XX 18 5.5 375 7.01175 5.00' 2.75' 1191 54.0 SAP-520X-XX 20 1 1115.0 . .'330'3'1.0 1111253/'x30x3 /'xx 130 1158 59.0 SAP-525X-XX 25 7.6 5.0 125 2.0 100 5.00' 11.25' ?:'x30'x3' 11.0' 2.75' 71.7 GROUP IIIt - 4'x6' HANDHOLE SAP-630X-XX 1 30 1 9.1 1 6.0 150 1 2.0 100 6.75' 14.5(' 1 1'06-x4' 1 14.5' 1 4.75' 197 89.4 ! 1) Catalpg Number, a5 listed, does not .nClude 'enong or machining 'p side mounting. De ,ed Ii�lurB mounting must be ipentied by substituting for all 1('s in Caldlog Number. Refer to Callalog Log< for •oo'pe and mounting anon meats ,2) Rtanmum allowable EPA 5 based on Steady w,cs of 9 and IOC MPH can gusts to 104 and 130 MPH respectively All calculations are based on a minimum yield of 24.000 PSI. Calculations oer AASHTO 85 (3) Ancnor bar, wegll: not nc!uded. (a) Factory supplied template must be used when setting anchor bons. Hubbell Lighting will deny any claim for incorrect anchorage placement resulting from failure to use factory supplied template. Has wv pose »nh .nc.aec anchorage tHas 2 pr aiummum base co. ROUND STRAIGHT ALUMINUM FEATURES • Shaft one-piece extruded • Ground lug standard • Group I - open top or n' tenon • Four "L" shaped anchor bolts included all Group II - 231a' tenon or side mounting • Standard finish rotary sanded satin aluminum • Cast aluminum base • Bolt template included • Two- iece base cover ORDERING INFORMATION Wind Load Rating (2) Anchor Cat Height g [Ft. Pole Base Bolt Slze Bolt Circle Bolt Projection Wellht g 80 MPH 100 MPH Number�l) Dia. uare (3) (3) (3) M EPA Wt. EPA Wt. Iba. kga. GROUP I - NO HANDHOLE RAC-308X-PO 8 24 8.6 215 4,9 125 3.0' 9.00' 1h'x15'x3' 8.0' 3.88' 16 7.3 RAC-31OX-PO 10 3.0 &3 160 27 100 3.O' 9.00" 'h'x15'x3' 8.0' 3.88' 19 8.6 RAC-312X-PO 12 3.7 4.5 115 1.9 100 3.0' 9.00' 1h'x15:x3' 8.0' 3.88' 22 10.0 RAC-314X-PO 14 4.3 3.0 100 - - 3.0' 9.00' 1/2 x15x3' 8.0' 3.88" 25 11.3 GROUP H - 3'x4' HANDHOLE RAC-410X-XX 10 3D 10.9 275 5.9 150 4.(r 11.3W 3bl'x30'x3' 8.0' 3.88' 40 18.1 RAC-412X-XX 12 3.7 8.1 200 3.5 100 4.0' 11.38' 1/4'x3O'x3' 8.0' 3.88' 46 20.9 RAC-414X-XX 14 4.3 5.9 150 23 100 40' 11.88" 3/4 x30'x3' 8.0' 3.88' 52 23.6 RAC-416X-XX 16 4.9 4.2 100 1.8 1 DO 4.0' 11.38' 3/.'x30'x3' &T 3.88' 58 26.3 RAC-418X-XX 18 5.5 3.8 100 1.5 100 4.0" 11.38' 3/4'x3O'x3' 8.0' 3.88' 64 29.0 RAC-42OX-XX 20 6.1 3.0 100 - - 4.0- 11.38' 3h'x3O'x3' 8.0" 3.88' 70 31.3 r II x I! N m Ili Cauiog Number. as's:r: aces -m nc!ude :encns or macmn�n; . s.ee moonung Desrea'.r:cre mocrerg m„s1 oe spec.bed by scbsluunng !c a sin Ca a og leer 1 a'I Manmum allowable EPA s tiased cn steady winds of 30 and ' is MPH with gusts to 104 and t 30 MPH respectively All calculations are based on a minimum y�¢i0 of 23 O110 PSI Calculations per AASHTD 35 (3) Factory supplied template must be used when setting anchor bolts. Hubbell Lighting will deny any claim for incorrect anchorage placement resulting from failure to use factory supplied template. CATALOG LOGIC SAP and RAC SERIES R A C - 4 Pole Cross Section R-Round S-Square Pole Material A -Aluminum Base Type C-Cast Aluminum (Round Shaft) P-Cast Aluminum (Square Shaft) Shaft Size Round Square 3-3.0'to 3.9' 4-4.0'to 4.9' 4-4.0'to 4.9' -` D' to 5.9' 6-6.0' to 6.9' Nominal Pole Height (See Ordering Information) -Verily loading repuverneM based on Wlio le EPA For proper mounting clearance Ise MAA-10 arm Nile'. Found poles .1 n gush -R$O'• rouno pole adalrna Not a-Aab. on sawre spelt Note: VIthatlon dernpwa enllleoW, conneult factory. 0X-xx-Mxx -� Options (See Below) Fixture Arm Size (Holes) 0-Post Top Tenon 2-Magnu Series Mounting Arrangement A -One fixture C-Two fixtures at 180' D-Two fixtures at 90°-' F-Three fixtures at 90"' G-Four fixtures at 90- H-Three fixtures at 120'"' P-Tenon only Top Type 1-23h' (60 mm) O.D. Tenon 6-Side Mount OPTIONS Factory applied, order by addinq appropriate suffix to catalog number. Suffix Description -11,1118' Weatherproof receptacle -M50 thru -M53 LEKTROCOTEEI finish -DS Magnudisc Base Cover •Na -Lade in 3- RAC - NOTE. lllu xcr s and conr(� descnpti can be louts p page 251. 12 4 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 2, 1999 Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, Vermont 05403 Re: Medical Office, 35 Joy Drive Dear Mr. Bouchard: Enclosed are preliminary comments on the above referenced project from City Engineer, William Szymanski, the Fire Department and myself. Please respond to these comments with additional information and/or revised plans, if appropriate, no later than Friday, April 16, 1999. If you have any questions, please give me a call. Sincerely, 7 k 117-Zjllr� Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls -� 'f~� ALI C4A 4 a� X d �� 35 FORM NR-1 30 l COMPUTATION OF TOTAL NON-RESIDENTIAL IMPACT FEES y%19��s PROJECT DATA: (1) "EFFECTIVE DATE" FOR TAX CREDITS: (2) ESTIMATED PEAK HOUR i VEHICLE TRIP ENDS t ?4 vph (3) ESTIMATED PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 ( From current tax assessment) / / C� units (4) TOTAL FLOOR AREA AFTER CONSTRUCTION s.f. ( 5 ) TYPE OF USE (6) TYPE OF CONSTRUCTION IMPACT FEES: (7) TOTAL ROAD IMPACT FEE (From Form NR-2) tx FORM IqR-2 COMPUTATION OF ROAD IMPACT FEES (1) BASE ROAD IMPACT FEE RATE PER PEAK HOUR VEHICLE TRIP END $ 226.00 / vte (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS (From form NR-1) _i, vte (3) BASE ROAD IMPACT FEE (AjX (4) PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 7� (from line (3) of Form NR-1) units (5) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE - 1991 BOND (From Table ST-9) $ / unit (6) CREDIT FOR PAST TAX PAYMENTS - 1991 BOND (4) x (5) $ (7) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE - 1998 BOND (From Table ST-10) $ / unit (8) CREDIT FOR PAST TAX PAYMENTS - 1998 BOND t),n dd 00 T (4) x (7) $ (9) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE - 1999 BOND a �2 (From Table ST-11) $ / unit (10) CREDIT FOR PAST TAX PAYMENTS - 1999 BOND (4) x (9) $ `� (11) CREDIT PER $1,000 OF PRE -CONSTRUCTION VALUE - ANNUAL TAX ALLOCATION (From Table ST-12) $ / unit ( 12 ) CREDIT FOR PAST TAX PAYMENTS `117, p,,c'' (4) x (11) $ (13) POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (From line (8) on Form NR-3) S �� units (14) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE - 1991 BOND (From Table ST-13) $ '�� / unit FOAM MR-1 (continued) (15) CREDIT FOR FUTURE TAX PAYMENTS - 1991 BOND (13) X (14) $ (16) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE - 1998 BOND (From Table ST-14) $ / unit (17) CREDIT FOR FUTURE TAX PAYMENTS - 1998 BOND 2 (13) x (16) $ � (18) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE - 1999 BOND (From Table ST-15) $ / unit (19) CREDIT FOR FUTURE TAX PAYMENTS - 1999 BOND (13) x (18) (20) CREDIT PER $1,000 OF POST -CONSTRUCTION VALUE - ANNUAL TAX ALLOCATION (From Table ST-16) $ (21) CREDIT FOR FUTURE TAX PAYMENTS (13) x (20) $ _�17v. CY-1- / unit (22) TOTAL ROAD IMPACT FEE e� (3) - (6) - (8) - (10) - (12) (15) - (17) - (19) - (21) FOPX M-3 , . ESTIMATION OF POST CONSTRUCTION VALUE (1) TYPE OF USE (From line (5) on form NR-1) (2) TYPE OF CONSTRUCTION (from line (6) on Form NR-1 (3) TOTAL FLOOR AREA (From line (4) on Form NR-1) (4) ESTIMATED IMPROVEMENT VALUE PER SQUARE FOOT (From Table ST-17) (5) ESTIMATED VALUE OF IMPROVEMENTS (3) x (4) (6) LAND VALUE (From current tax records) (7) ESTIMATED POST -CONSTRUCTION VALUE (5) + (6) (8) ESTIMATED POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (7) / $1,000 _�W)5-• / & units MEMORANDUM To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: April 27, 1999 Agenda Items Date: April 2, 1999 SOUTH BURLINGTON AFFORDABLE HOUSING (CHAPPELL PROPERTY) 1. The sanitary sewer mains shall be a minimum size of 8 inches not 6 inch as plan shows. 2. City Water Department shall review the water service layout. RENAL DIALYSIS CENTER - BROADCAST PARK LOT 3 - JOY DRIVE 1. The northerly part of the site drains westerly on to the adjacent lot. The runoff will increase because of the paved parking lot in the area. This runoff should be intercepted and piped into the Joy Drive storm system. 2. The concrete sidewalk should extend across the entire frontage of the site. VERCHEREAU PROPERTY - 2 LOT SUBDIVISION - 1366 WILLISTON ROAD 1. A sewer main crosses the property, however, Williston Road will have to be crossed for the water service. It may be less expensive to tie into the main on Cottage Grove Avenue, but this would require an easement. 2. The westerly curb cut on Williston Road should be closed. MAGIC HAT BREWERY - BARTLETTS BAY AVENUE Site plan prepared by Civil Engineering Associates dated February, 1999 is acceptable. 1 MEMORANDUM To: South Burlington Planning Commission From: South Burlington Fire Department Re: April 27, 1999 agenda items Date: April 1, 1999 1) Amy Wright Dated 3/16/99 1435 - 1437 Williston Road This development should include residential sprinklers 2) Hortense Verchereau Dated 3/16/99 1366 Williston Road Acceptable 3) Pizzagalli Development Company Dated 3/22/99 35 Joy Drive This building should have sprinklers 4) Full Moon Farm Dated 3/22/99 5 Bartlett Bay Road Acceptable SITE PLAN CHECK LIST --- Lot drawn to scale --- Survey data (distances and lot size) --- Contours (existing and finished). - Existing vegetation and natural features. --- Proposed landscaping (number, variety and size) equal or greater than the required amount in section 19.104 of the Zoning Regulations. --- Location of streets, abutting properties, fire hydrants, existing buildings. --- Existing and proposed curb cuts, pavement, walkways. �i --- Zoning boundaries -� Number and location of parking spaces. ( RV parking for multi- family projects over 25 units). --- Number and location of handicapped spaces as required. --- Location of septic tanks (if applicable). i --- Location of any easements. --- Lot coverage information: Building, overall and front yard. --- Location of site (Street # and lot #). -� North arrow --- Name of person or firm preparing site plan and date. --- Exterior lighting details (must be downcasting and shielded). --- Dumpster locations (dumpsters must be screened). --- Existing and proposed sidewalks (public). --- Sewer calculation --- Height of new construction. --- Setbacks (residential district, planned r.o.w., Interstate). --- C.O. Zone --- Bike racks Traffic generation / Traffic Impact fees w PUD/PCD standards Airport Approach cone Outside storage/display F.A.R. Lot merger agreement Setback from planned r.o.w. If boundary line adjustment, need subdivision? mow; Nonresidential use setback from Residential District. Bartlett Brook Watershed Protection Overlay District. A*?. pizzagalli p r o p e r t i e s, I I c To: Mr. Raymond Belaire Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: April 16, 1999 Re: Medical Office Building — 35 Joy Drive Enclosed: TRANSMITTAL Quentitv Description Code 5 Landscaping Plans for Fletcher Allen Health Care's Chittenden County Renal Dialysis Center M Codes: A FOR INITIAL APPROVAL H FOR APPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 PC ' C pizzagalli properties, 11c TRANSMITTAL To: Mr. Raymond Belaire City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: March 25, 1999 Re: Fletcher Allen Health Care Enclosed: LIAR oity of So. t6u a;ngton Quantity Description Code 5 Revised Site Plans showing correct rear yard setback rev. date 3/25/99 M 1 Reduced site plan 11" X 17" M Codes: A FOR INITIAL APPROVAL B FOR FINAL APPROVAL C APPROVED AS NOTED - RESUBMISSION REQUIRED D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED E DISAPPROVED - RESUBMIT F QUOTATION REQURESTED G APPROVED H FORAPPROVAL I AS REQUESTED OR REQUIRED J FOR USE IN ERECTION K LETTER FOLLOWS L FOR FIELD CHECK M FOR YOUR USE N SEE REMARKS Remarks: Dear Ray: There was a miss communication between myself and our engineer regarding the rear yard setback. This revised plan correctly shows the building 65' from the rear property line. Sincerely: Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 PC ->1 pizzagalli pro p e r t i e s, 1 1 c e 5_. TRANSMITTAL To: Mr. Raymond Belaire City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: March 23, 1999 Re: FAHC — Renal Dialysis Enclosed: Quantitv Description Code E� Landscaping Plans M 1 Reduced Landscaping Plan 11" X 17" M Codes: A FOR INITIAL APPROVAL H FORAPPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REOURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: Ray: Please call me with any questions. Sincerely: Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 DUMPSIFR �' . '� - ` • LOCATION i BlCE-J)1E110SI1441. 1 6th-RAIIROAD SPIKE 61 14• ASP- IELEV. - 273.40 (PROJECT DATUM TEMPORARY EROSION CONTROL FENCE N T•2 MG '\ • "� THM-NORTHWEST CORNER OF 1 — F+ \ \ (/• �_ TOP OF CONCRETE MONUMENT ` • P. , ELEV. 283.6C (PROJECT DATUM LO HE S>IEET LAMP Q I DI ° ` \t ! / / • % - — — --- -- ` MXVAL]t- GRADE THIS AREA / •` ~ '+ i �` `� ` _— �:.--..=r- ,_�,�• t. y \ _- --TO SURFACE FLAW //j F '� }i \ �.- `_ -�•�'- TO EXISflNC CATCH BASIN Pan+ ITA STIEZT owls r 1 I - _— _ "' • .. \ /I I r IL_2 2G t i NEW RENAL \ 'H / • ., 1Y Nv. •/-2Xa PN EL-PLE.aa � / DIALYSIS CENTER - !�7 j/� �! � •,y��p��"wf r M. N-2SB.90 I I • 6,161 S.F. . {..�4�sp. .+.. v. a• . � // _ � .,_ j - ...�• ;.7 . ' LOT •.�:.' /:. : � , Lit. a CANOPY '! • . , , / Y Pu>< • / CAST RON PIPE _ '• . • 4 : -�. ' I' I- •' PNE \p � 3' FROM BADC :••: 27? • + . i i : / �� ,IL'o H r \�\ }- ' NET/ 6•x33' •° _ ` ' .:. I I �;: �\ SOR 35 PVC • %LA . ,, • / \ SLOPE -.010 ; •.J .v /..:. ,a' S \ \ 11E1Y GAS HE CLEAN OU� 2;• .. ,.�:' \ \ SERA _ .:� LOT 4 p n., SERVICE RN - 275,90 • INV. IN 259'. ';: n 6• INK OUTT • - 260:62 p\ \ MAPLE,,' \ YAPIE 7 NN- 1E G2N7T1�0 a /• SIDEWALK p EBACH ' i f NEW 6•>n52' sDR u PVC I 4- r • A a• MAPLE S \SLOPE - .010 FT./F�, \ .'•. •�'•: PROJECT INFORMATION \ �r NETS WET TAP\ ♦ . h OATE VAL1£ \ __'SmH r . 1. PROJECT STATISTKS: AREA (S.F.) % OF TOTAL S ALLOWABLE '1 "• MAPLE S — - 27.25 00 6• INV. 263 LOT SIZE 87,847 100.00 --- _ 6' MiY. 267A0 \Ur MARX BUILDING COVERAGE 9.916 11.29 30.00 (� m INEw PARKING 4 DRIVE COVERAGE 28.625 32.58 a• GNP WM u--7MIG .p = I; C uw2 SIDEWALK COVERAGE 1,891 1.92 / \ Nv-2a0.m •,. \ • o .. -Z74Ja ODU16N�0 PROTECTINLET RUCTION OM TOTAL LOT COVERAGE 40.232 0.79 70.00 Aw c.-m.72 \ " �c �K- nn � 0, 11EI�'L�!''� IV W NV. N tNGRiN�2N4N i - . a PK a• PK � `m,y FRONT YARD SETBACK SIZE 14,070 100.00 12, W. our-2a". •N LL-274.•2 a• NV. N t2f2II7II}2a6N 6• ED SflRlyi7LIe rPW. N TN 7A 6� PARKING & DRIVE COVERAGE 981 6.97 XXVOE \ �a PrC . N 274N SIDEWALK COVERAGE 233 1.66 4p o wv 7M40 n r _ TOTAL FRONT YARD SETBACK COVERAGE 1,214 8.63 2- PARKING SPACES REOUIRED NUMBER OF PARKING SPACES 50 TOTAL NUMBER OF PARKING SPACES 52 GRAPHIC SCALE 60 0 60 120 JIM ( IN FEET ) I inch = 60 fL \ 6 -T 38 ro „1-a• INC TPHONE vAIAr E7QSTN0 6' AC �_ �, 1 7LzfnIIGIE wTw BG2 STUB \ �LL"U'' �MOWg r� aEGYRQAL m 1fummom � f�s T —City of So. Burlington \\ VAULT NM IL- 14.77 2 GAS UK VALK9 \ •' NYC GUT-28U2 (I MAN ANG I lumaj LEMEKY ODNORVE sit n'QRm (TYPICA4 �_ cwa m1U1T CGNL7LLTE DAff 9/22/99 GADDED BUILDING SETBACXS 5Y SOL " PIZZACALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON. VT. 06407-2009 RENAL DIALYSIS CENTER LOT #9 BROADCAST PARK 36 ✓oy DRIVE, SOUTH BURLINCTON, VT SITE PLAN Rye S"M r - 6o' n 1 Donald L kbss-o90 3OL Consulting n< �LNH Engineers, lnc. ' Cas•x-cf,'-, V- -f RENAL DIALYSIS CENTER PLANT LIST gy)L• MTANICAI NAME l'.CIMMDN NANR .� Y�Ke RFMARKR TREES. AC A— —hier cenadeaale Serviceberry, 16 2-2 1/2 Cal. B&B, Single S— AS AS A— harum Sugar MaPle 9 2 VL3" Cal. B&B, 6' Branching Mt. (Mie-) 2H2 2T3 FP I—... pc—Yhmiu Gran Ach 8 2 1/2.3" (W. B&B, 6' Brmchiog Ht. (Min) _ _ \ SHRUBS m \ ._ _27 EA Lonny— alatua'Compac , ComPd Burning Bush 67 24-30" B&B, Havy, Plaal 30" Sc SymphMicerpoe chewultii Chemult Coral Berry 46 2"' Z- B&B, Heavy, PIeM 30' ox. _ _ TC Te%tR ouapidata Japarese YeR 26 24-31P B&B, FWL PlPl.OF o c. — '— —1— `�� — NOTE: ALL AREAS DISTURBED FROM THE INSTALLATION OF PLANT MATERIAL ARE TO BE REPAIRED AND __ — — _. — ._ — — — . RESEEDED BY THE LANDSCAPE CONTRACTOR. ALL EXCESS TREE PIT MATERIAL IS TO BE REMOVED \ — —`• �"' -- -- -- '— _ -- � �• _ f. -� FROM THE SM. _ I \ \ ' \ LOADING DOCK/ _ +� � � — � EU917N0 QONCRE7H _t SIDEWALK QIDVIDLA7UR — — i / - 15,. T13A 1BA 5 PROINISYU 1 RENAL DIALYSW ("Fd4I'ER 8,I67SF l ( I FFF 278a0 I / J� 4C+yJ( 5 lYtt277 Yl " J..- (_"' NOT[ ` EXAMINE ENTIRE TRee AND I I O REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAP[ TO PREVENT OR FUTURE I GIRDLING TOP OF ROOTBALL TO BE PLACED i AT SAME LEVEL THAT IT WAS ® GROWN IN NURSERY I •SLIOH I ROOT FLARE SHOULD \ \ ? 1 1tY ' I i P17lA0ALLlPROPFRflES LL[' 7= Be EVIDENT - SA VE TWOA/,RpLB� I '. AVF -. 7RAA5PLANTDI i= 2e WELL COMPOSTED DARK MULCH \ ,, 2 — CUT AND REMOVE BURLAP PROM \ \ \ \ \ C� 278 //K TOP 1/3, OF ROOTBALL TEMPORARY\ \ \ \ \ \ \ \ ILAMI% T .1�7577NC 3 / I I t WATERING NT \ \ 7D BASIN 4 PART S NATIVE SOIL \ \ •1 PART WELL COMPOSTED MANURE \\ \ \ \ ✓\ \ \ \ \ \\ NOTE: UO RROUNSOIL \ NOT S \ \ + + +— SHOULD NOT BREAK APART [DOE OP PLANTATION \ EXCEED SO% \X'S W/ SHOVEL AND BLeNOOILT PLANT MIX \ \ \ \ S \ COMPACTION WITH TRANSITION TO SOIL TO /BOMB[ \ ^ \ \ TRANSITION TO UNDISTURBED GRADE V 1 \ 1' MIN. `•.. I _ _ _ _ UNDISTURBED GRAD[ 6' r% \\\ \ \� ® \ �•- -r -EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE DARE \\ \ I 1 TREE PLANTING L1 SCALE: 1/2"=11-011 \o m 11x1Gs \°j ° MP \\ RENAL DIALYSIS CENTER LOT #3 BROADCAST PARK 35 JOY DRIVE South Burlington, Vermont I.- A;C frtCTue A PIAN'ar♦(, 156 Ckp Street &alhybn, Ve—t 05401 13w2 z-c 09S PIZZAGALLI PROPERTIES, INC. 50 Joy Drive Soutb Harlinggt16a LL VaevmI OSa07 602L58.100 DONALD L. HAMLIN CONSULTING ENGINEERS 136 peer: Sheaf I — J—bM V— 05452 802478-3956 Dam. 323/99 D.—Ry: MKW Choobed By: CWD \ \ O R—; \ J� TOP OP ROOTBALL TO be PLACED AT SAME EURSVEL L THAT ID WAS I GROWN T �\ , O I \ \G ,„W..,�� o / 211 MULCH W \, TEMPORARY WATERING BASIN FINISH GRAD[ \ _ S ' ` ` W _ CUT AND REMOVE TOP V31 OPMALL BREAK APART EDGE OF PLANTATION \ _ `- ACP \ �'_"�\.,,� \ �'�-..•.,,�.�_.,,� _ ' -_' _ �_ �� G W ' AND OIL T PLANT MIX W/ H EXISTING WITH ITI N To SOIL TO PROVIDE TRANSITION TO UNDIBTURD[D GRAD[ ✓ \ ) R P T IX I-ANPARTD (�� RECEIV �® s •�� \�\��\/��\/• \ ��/��\�� \ S NATIVE TOPSOIL/`` 1 PART WELL ROTTED MANURE UNDISTURBED ORADE \ EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE _ MAR 2 3 ► � -)) �' \ Tide PLANTING PLAN 2 SHRUB PLANTING - - L1 NOT TO SCALE Shxt Number: City of So. Burlington PIM clu" TROPEFOMLC L1 Project Nrmb- MI pVZe 2 TAX MAP #: 35-2-9 GRAND LIST #: 0940-00035-C FILE #: 85-85 LOCATION: 35 JOY DRIVE DATE APPLICATION 9-9-75 FP 8-14-79 SK 9-11-79 PP 10-9-79 FP 12-9-85 V-WITHDRAWN 10-14-86 SP PURPOSE 2 LOT SUBDIVISION of it 11 if it to if it if PASSAGE WAY OFFICE BLDG. FILE NAME: WJOY SUBDIVISION -FRANK BALCH VERMONT BROADCASTING SUBD... 11 it If it PIZZAGALLI DEVELOPMENT CO... Alle.)IIII. pizzagalli p r o p e r t i e s, 1 1 c To: Mr. Ray Belaire Zoning Administrator City of South Burlington South Burlington, VT 05403 From: Robert Bouchard Date: March 19, 1999 Re: Fletcher Allen Health Care Enclosed: TRANSMITTAL Quantity Description Code 1 Executed Application for Site Plan Review M 1 Check # 4423 for $60.00 M 5 Site Plans M 1 Reduced Site Plan M Codes: A FOR INITIAL APPROVAL H FOR APPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: Dear Ray: I will have the landscaping plans to you on Monday March 22, 1999. Please call me with any questions. Sincerely: Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone # ) PIZZAGALLI DEVELOPMENT COMPANY Post Office Box 2009, South Burlington, VT 05401 658-4100 2) APPLICANT (name, address, phone # ) Same as above. 3) CONTACT PERSON ( name, address, phone # ) . Michael Tomkowicz Same as above 4) PROJECT STREET ADDRESS: 35 Joy Drive 5) LOT NUMBER (if applicable) n/a 6) PROPOSED USE(S) Office Building 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) Two floor 23,000 square feet (equal area) maximum height 35 feet 8) NUMBER OF EMPLOYEES 65 9) LOT COVERAGE: building 14 %; landscaped areas 47 % building, parking, outside storage 53 % 10) COST ESTIMATES: Buildings $ 1,195,000 , Landscaping $ 20,000 Other Site Improvements (please list with cost) $ 11) ESTIMATED PROJECT COMPLETION DATE: Summer 1987 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) n/a Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 12-1p.m. 1-2 p.m. 2-3 p.m. 3-4 p.m. 4-5 p.m. 5-6 p.m. 6-7 p.m. 13 ) PEAK HOURS OF OPERATION: 8:00 a.m. to 5:00 p.m. 14) PEAK DAYS OF OPERATION,: 9/4/86 DATE OF SUBMISSION 10/14/86 DATE OF HEARING Monday through Friday s SIGNATURE j6F APPLICANT PLEASE SUBMIT FOUR COPIES OF THE SITE PLAN WITH THE FOLLOWING INFORMATION Lot drawn to scale (20 foot scale if possible.) Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping. Existing and proposed curbcuts, pavement, walkways. Proposed landscaping plan (number, variety and size) equal to of greater than the required amount in the Zoning Regulations. Number and location of Parking Spaces: (9' x 18') with 22 or 24 foot aisles as required. Number and location of compact car spaces. ( This requires separate Planning Commission approval). Number and location of handicapped spaces as required. (13 feet by 20 feet in size, one per every fifty spaces) Location of septic tanks (if applicable). Location of any easements. Lot coverage information: Building footprint, building, parking and outside storage, and landscaped areas. Location of site (Street # and lot #). North arrow. Name of person or firm preparing site plan and date. 2 PLANNING COMMISSION 14 OCTOBER 1986 PAGE 6 decibels at 200 ft. from the crusher. Blastinngqnoise will be much less. No noise should be heard 500 ft. frrom the quarry. Ledge Knoll shouldn't hear anything. He said they hope to create a beautiful lake after the quarrying operation. Mrs. Lafleur noted that they have been told that City stan- dards for measuring noise are out of date, and this is being worked on. Mr. Krassner said he felt trucks will cause more noise than the crusher or blasting. Mrs. Hurd said when this area was zoned industrial they were told it would be light industry. No one ever envisioned 18 trucks an hour through a residential area. Residents agreed that truck noise would be significant. Mrs. Maher asked if there is a way to put a limit on the number of trucks that might use the Hinesburg Rd. access in a day. Mrs. Lafleur said she would check with the City Attorney on this. Regarding landscaping, Mrs. Lafleur said the applicant is stockpiling topsoil for a grassed berm along the interstate. Mr. Goodrich said they have no plan to remove trees, so the quarry won't be visible from Hinesburg Rd. Borders would be landscaped as the industrial park is developed. Mr. Goodrich said he has a gut feeling most of their traffic will go out through Williston. Mr. Palmer said there would be less impact on the city than having trucks come in from Winooski. Mrs. Lafleur suggested the possibility of a treed buffer along the access road. Dr. Coffin asked about a dust problem. Mr. Goodrich said they don't anticipate a problem as they will not be grinding the limestone. Belts are covered, and they will pave access roads. Mr. Krassner asked what effect there will be on the water table. Mr. Goodrich said there will be none. They want the quarry to fill up as soon as possible after they abandon it. 7. Site Plan application of Pizzagalli, Inc., for construction of a 23,000 sc. ft. building at 35 Joy Drive. Mr. Tomkowitz said this is the same plan as before. They didn't get the building permit in time. All stipulations will be the same. Mrs. Hurd moved that the Planning Commission approve the site plan application of Pizzagalli Development Corporation for construction of a 23,000 sq.. ft. office building at 35 Joy Drive as depicted on a plan entitled "Pizzagalli Development PLANNING COMMISSION 14 OCTOBER 1986 PAGE 7 Company - Site Plan, 35 Joy Drive" prepared 12y Donald L. Hamlin, dated 11/15/85 with the following stipulations 1. The Planning Commission approves the seventy-five parking spaces proposed by the applicant. Seventeen are waived. 2. A $19,450 landscaping bond shall be posted prior to permit 3. The sidewalk shall continue across the entire frontage. A bond shall be posted for this prior to permit in an amount determined !�V the City Engineer. It shall be depressed con- crete and continuous across the driveway. 4. A fire hydrant shall be installed at the main driveway as specified by the South Burlington Fire Chief. 5. A sewer allocation of 975 gallons per day is granted. The $2.50 per gallon fee shall be paid prior to permit. 6. The size of the discharge pipe shall be restricted as specified by the City Engineer. 7. The building permit shall be obtained within 6 months or this approval is null and void. Mr. Belter seconded, and the motion passed unanimously. 8. Site plan application of BDP Realty for IDS for construction of a 120,000 sq. ft. office building on 10.1 acres at 1400 Shelburne Rd. Shelly Smullens explained that IDS is now at 1500 Shelburne Rd. They specialize in health care industry software. They now have 20,000 sq. ft, housing 4 of their 6 divisions. They feel they will need much more in the next few years as they are growing rapidly. Mr. Ptaszynski, architect, said the lot is 10.2 acres and they propose 44% coverage consisting of 40,000 sq. ft. on each of 3 floors. The building will be turned to follow the contours of the land. Half of the parking will be in front, half in the rear. The main access will be from Shelburne Rd. The present curb cut will be moved for a direct access (the present one is shared by Nordic Ford, but BDP owns the land). They propose to remove the frontage road required in the original subdivision approval. They have learned that Holmes Rd. will be extended through to Spear St. and they anticipate a traffic light there soon. They thus propose to connect the front parking lot to Holmes Rd extension, but would still like to keep the Shelburne Rd. curb cut, though they would City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 PLANNER 658-7955 October 23, 1986 Michael Tomkowicz Pizzagalli Development Company 50 Joy Drive P.O. Box 2009 South Burlington, Vermont 05403 Re: Pizzagalli, 35 Joy Drive Dear Mr. Tomkowicz: ZONING ADMINISTRATOR 658-7958 Enclosed are the minutes of October 14, 1986. Please be sure to meet all of the stipulations and see Dick Ward or me when you are ready to apply for a building permit. you must: apply within 6 months. Sincerely, .JAI . Jane B. Lafleur, City Planner• JBL/mcp Encl 10/14/86 JBL MOTION OF APPROVAL The the South Burlington Planning Commission approve the site plan application of Pizzagalli Development Corporation for construction of a 23,000 square foot office building at 35 Joy Drive as depicted on a plan entitled "Pizzagalli Development Company - Site Plan, 35 Joy Drive" prepared by Donald L. Hamlin, dated 11/15/85 with the following stipulations: 1) The Planning Commission approves the seventy-five parking spaces proposed by the applicant. Seventeen are waived. 2) A $19,450 landscaping bond shall be posted prior to permit. 3) The sidewalk shall continue across the entire frontage. A bond shall be posted for this prior to permit in an amount determined by the City Engineer. It shall be depressed concrete and continuous across the driveway. 4) A fire hydrant shall be installed at the main driveway as specified by the South Burlington Fire Chief. 5) A sewer allocation of 975 gallons per day is granted. The $2.50 per gallon fee shall be paid prior to permit. 6) The size of the discharge pipe shall be restricted as specified by the City Engineer. 7) The building permit shall be obtained within 6 months or this approval is null and void. 4 MEMO-JBL 10/10/86 As you remember, I had recommended that the Commission require Mr. Lash to close the southerly curb cut to better manage access in this area. Mr. Lash requests to keep both curb cuts open in case the property owner to the south closes off the driveway around the rear of the building that his delivery trucks use. The driveway around the back is narrow and measures 11 feet to 14 feet in width. There are seven parallel parking spaces along this aisle that are also too narrow since they measure 7 feet in width rather than 9 feet. If the aisle and the parking spaces are brought into conformance, the lot coverage will exceed the 70% required by the Commission. The parking spaces should be 9 x 18 feet and the aisle should be to 22 feet. (See Chief Goddette's comments regarding this access.) The total building coverage is 36% as allowed by the ZBA. The total lot coverage is 70%. I still do not want any new trees planted within the Shelburne Road right-of-way. Three cranberry are shown right on the northerly property line and I doubt they will survive. Normally we require a five foot landscaped buffer around the property to give adequate space for snow storage. This plan shows pavement up to the property line since there is no room to build the proposed addition and maintain the five foot buffer. See Bill Szymanski's and Jim Goddette's comments. 7 PIZZAGALLI, 3 JOY DRIVE Pizz , nc., has allowed the site plan approval for a 23,000 square foot building to expire. The property is located west of the new Pizzagalli Office at 55 Joy Drive. The issues are as follows: Access and Circulation: A new 24 foot wide driveway is shown from Joy Drive. The plans show the two parking lots connected around the back of the building. Parking: The ordinance requires 92 spaces. The applicant proposes seventy five and therefore needs a waiver of 18%. This was granted at the previous approval. Landscaping: A bond of $19,450 is required prior to permit. The plans meet this requirement. Other: The sidewalk shall be continued from the sidewalk at 55 Joy Drive. It shall be depressed concrete and continuous across the drive. 3 MEMO-JBL 10 10 86 l� A sewer allocation of $�'5 gallons per day at $2.50 per gallon shall be paid prior to permit. See Jim Goddette's and Bill Szymanski's comments. 8) BDP REALTY, IDS, 1400 SHELBURNE ROAD BDP Realty proposes to construct a 120,000 square foot office building on the 10.98 acre lot north of the existing IDS build- ing. The foot print is 60,000 square feet. The area is zoned Commercial-2 and this is a permitted use. Access: Access is shown from a relocated curb cut north of the existing driveway to IDS. The original National Life Subdivision required a frontage road parallel to Route 7 to serve this property and connect to Holmes Road extension. This would encourage people to enter the new development from Holmes Road extension, a future signalized intersection, rather than mid - block on Shelburne Road. This plan removes the frontage road. This should be discussed. Holmes Road extension is planned for the northern part of this property. It begins at Shelburne Road and continues eastward to the UVM property and is angled in a southeasterly direction. It therefore requires some of this property. See Bill Szymanski's comments regarding this. The parking lot must be revised to provide room for this road. A right of way to Holmes Road extension from the northeast corner of the parking lot would help to alleviate traffic directly onto Route 7 and place it at a future signalized intersection. Circulation: Circulation is shown completely around the building. Parking: The 120,000 square foot building requires 480 spaces. I have counted 413 spaces and 50 designated for future parking if the need arises. Perhaps two rows of the front parking spaces be designated for future parking. Since the building will be phased, the parking lot should be phased as well. Landscaping: A $37,500 landscaping bond is required. The plan shows this amount. Traffic: This is in traffic overlay zone 5. This 10.98 acre property allows 538 trip ends during the peak hour. Based on ITE data, an office of this size produces 244 trip ends during the peak (2.03/1000 gfa); the applicant projects 272 during the evening peak. A full traffic analysis will be available at the next meeting. The Shelburne Road intersection improvement fee shall be paid 4 M E M O R A N 1) U M To South Burlington Planning Commission From: William J. Szymanski, City Manager Re: October 14, 1986 Agenda Date: October 10, 1986 2) SHEA LOT, BREWER PARKWAY 1. Drainage information has been added as requested. 4) LAKEWOOD DEVELOPMENT, SHELBURNE ROAD 1. Sewer mains shall be 8 inches in diameter. Plan shows some at 6 inches. 2. Sewer mains shall be at least 10 feet away from buildings. 3. Water Department shall review the water main layout. The project Engineers shall evaluate the systems for adequacy for fire protection. The mains servicing fire hydrants should be at least 8 inches. 6) TOWN AND COUNTRY FURNITURE 1) Building shall not infringe upon the water main easement. This easement should be shown on the plan. 2. Proposed planting along Shelburne Road should be outside of the street rights -of -way. 3. It appears that the drainage swale along the north side will be infringed upon (filled); if so the adjacent property will receive drainage from this property. The proposed drain- age should be shown. 7 PIZZAGALLI DEVELOPMENT, 3 JOY DRIVE 1. a comment as 11/16/85 "memo, re: Runoff from the site. The 12 inch pipe and 4% slope will result in problems on Joy Drive especially at the Farrell Street intersection. 1 �nutb +'Surlington dire Department 575 Burset street �uutb ISurlingtnn. Ifermunt 054111 OFFICE OF JAMES W. GODDETTE, SR. CHIEF (802) 658-7960 MEMORANDUM TO: SOUTH BURLINGTON PLANNING COMMISSION FROM: CHIEF GODDETTE RE: October 14,1986 AGENDA ITEMS DATE: October 8,1986 1. Town & Country Furniture Addition Shelburne Road The plans have been reviewed by this department and the following should be required for fire protection; A. The road and parking area in the back of the building must be no less then 30' Wide to enable us to get equipment set up. B. Because of Shelburne Road being a main highway at least one hydrant should be installed on the property . 2. Lot #6 20 Kimball Avenue Plamer LTD. Plans reviewed and at this time I do not see a problem for the department. 3. Pizzagalli Development Co. 35 Joy Drive The only problem I see at this time is with the size of the two buildings and being tied together one hydrant is needed and the property for the new building. PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 October 10, 1986 Michael Tomkowicz Pizzagalli Development Company 50 Joy Drive P.O. Box 2009 South Burlington, Vermont 05403 Re: Pizzagalli, 35 Joy Drive Dear Mr. Tomkowicz: ZONING ADMINISTRATOR 658-7958 Enclosed are the agenda and my memo to the Planning Commission. Also enclosed are Bill Szymanski's comments. Please be sure someone is present on Tuesday, October 14, 1986 to represent ,your request. Sincerely, JLa�ttC c 1 Jane B. Lafleur, City Planner JBL/mcp Encls pC0000. One of the Pia.xagalli Companies SOUTH BURLINGTON. VERMONT 05401 PIZZAGALLI DEVELOPMENT COMPANY 50 JOY DRIVE/P. O. BOX 2009/SOUTH BURLINGTON, VERMONT 05401 802/658-4100 September 5, 1986 Mrs. Jane Lafleur Planner City of South Burlington 575 Dorset Street South Burlington, VT 05401 Dear Jane: As discussed, I enclose a completed Site Plan Application for a proposed office building to be built at 35 Joy Drive. As you know, this proposed development was previously approved by the Planning Commission with various conditions attached. I request that this application be considered by the Planning Commission at the next available hearing date. There are no changes in the scope of this project relative to the previous application. If you have any questions or require additional information, please contact me. Thank you. Sincerely, Michael Tomkow ' c z Real Estate Property Manager MT : kac enclosures 1) CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION NAME, ADDRESS, AND PHONE NUMBER OF: a) Owner of Record Pizzagalli Development Company 50 Joy Drive, South Burlington, VT 05401 - 658-4100 b) Applicant SAME c) Contact Person Douglas C. Schner, Real Estate Project Manager 2) PROJECT STREET ADDRESS: 35 Joy Drive 3) PROPOSED USE(s) Corporate Headquarters for Pizzagalli Construction Company 4) SIZE OF PROJECT: (i.e. Building Square Footage, #units, maximum height and #floors 23,000 ± s.f. - 2 stories- maximum height 35 feet 5) NUMBER OF EMPLOYEES (full and part time): fifty to fifty-five 6) LOT COVERAGE: Building 14 % %; Building, Parking, Outside Storage: 53 % % 8) COST ESTIMATES: Buildings: $ 1,195,000 Landscaping $ 18,000 Other Site Improvements: (Please list with cost) $ in building costs 9) ESTIMATED PROJECT COMPLETION DATE: Fall 1986 10) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) N/A 11) PEAK HOUR(s) OF OPERATION: 8:00 a.m. to 5:00 p.m. 12) PEAK DAY(s) OF OPERATION: Monday through Friday PLANNING COMMISSION 25 NOVEMBER 1985 PAGE I area as a possible city center and are talking about green areas, etc. The Champlain proposal is in a critical area and was shown on Boyle's plan as a green area. Mr. Cairns noted that they had closed the entrances on Dorset St. for the convenience store they propose in the future. Mrs. Lafleur noted she could not possibly recommend this plan if the entrances were not closed now. Mr. Dooley moved that the Planning Commission approve the site plan application of Champlain Oil Company for construction of a new 4480 sq. ft. office building at 354 Dorset St. as depicted on a plan entitled "Champlain Oil Complex" prepared �2y Graphic/Construction Management Services, Inc., and dated November 21, 1985 with the fol- lowing stipulations: 1. A $6300 landscaping bond shall be posted prior to permit. 2. A sewer allocation of 420 gals. per day is granted. The applicant shall p,�y the required sewer impact fee. 3. The applicant shall furnish the Fire Chief with necessary information regarding underground storage tanks and take re- quired steps for the removal of abandoned tanks if necessary. 4. A concrete depressed curb shall be installed across the new driveway on San Remo Dr. A bond shall be posted for this work prior to permit in an amount determined by the City Engineer. 5. The parking area shall be graded to drain toward existing catch basins. 6. The applicant shall continue the chain link fence along the northern property line up to the newly landscaped area adjacent to Dorset St. 7. The applicant is encouraged to return to the Planning Com- mission with a revised site plan to conform to interim zoning that may be established to support a City Center in this area 8. The building permit shall be obtained within 6 months. Mr. Belter seconded the motion which passed unanimously. �. Consider site plan application of Pizzagalli Development Corporation for construction of a 23,000 sq. ft. office building at 35 Joy Drive. Mr. Schner explained the 2.02 acre lot was originally to be PLANNING COMMISSION 25 NOVEMBER 1985 PAGE _3- open space but they have found it to be more advantageous if Pizzagalli were housed in a building with an indoor connection from one building to another. Everyone will be moved out of the old building and will be housed in the pro- posed building and in the one at 55 Joy Drive. The old building will be sold or leased. The proposed structure will be very similar to 55 Joy Dr and will house about 65 people and corporate office. It will be 2 stories. $19,000 worth of landscaping is planned. The sidewalk will be continued to the property line. They are proposing a pedestrian link to 55 Joy Dr, but this must get Zoning Board approval and any approval by the Planning Commission will be conditional upon ZBA approval. They have not yet done a study to show where the building link would be. They have no objection to putting in a hydrant at the Fire Chief's discretion. Mr. Dooley moved that the Planning Commission approve the site plan application of Pizzagalli Development Corporation for construction of a 23,000 sq. ft. office building at 35 Joy as depicted on a plan entitled "Pizzagalli Development Company - Site Plan, 35 Joy Drive" prepared by Donald L. Hamlin, dated 11/15/85 with the following stipulations 1. The Planning Commission approves the seventy-five parking spaces proposed by the applicant. Seventeen spaces are waived. 2. A $19,450 landscaping bond shall be posted prior to permit 3. The sidewalk shall continue across the entire frontage. A bond shall be posted for this prior to permit in an amount determined S-y- the City Engineer. The sidewalk shall be con- tinuous across the driveway and shall be of depressed concrete. 4. A fire hydrant shall be installed at the main driveway as specified by the South Burlington Fire Chief. 5. A sewer allocation of 825 gal. per day is granted. The $2.50 per gallon fee shall be paid prior to permit. 6. The size of the discharge pipe shall be restricted as specified 12y the City Engj-neer. 7. The connecting walkway to the building at 55 Joy Drive shall not be constructed unless approval is granted by the Zoning Board of Adjustment. 8. The building permit shall be obtained within 6 months. PLANNING COMMISSION 25 NOVEMBER 1985 PAGE 6 Mr. Belter seconded the motion which passed unanimously. �Sign resolution to validate subdivision approval granted in 1970 and 1977 at 140 Kennedy Drive for San Remo Realty. Mr. Schner explained that the property at 140 Kennedy Dr. was just sold to Hackett, Valine & McDonald. During the research it was realized that the site plan had not been filed 90 days after approval, so there was a cloud on the title. In dis- cussing it with the City Attorney, it was decided this was the cleanest way to solve it, rather than a subdivision ap- proval after the fact. Members of the Commission signed a Resolution to validate the subdivision approval granted in 1970 and 1977 for properties at 620 Hinesburg Rd., and 140 and 150 Kennedy Drive. Mr. Belter moved that the City Planner be authorized to sign the VIDA forms. Mr. Dooley seconded, and the motion passed unanimously. Items 7 & 8 on the Agenda were postponed. 7 Other Business 1. The necessity hearing for Williston Rd. work will be on December 19th at 7:30 pm. 2. The next Commission meeting will be December loth. 3. A work session is planned for December 17th. 4. The meeting with Burlington Planning people will be put off for a while. As there was no further business to come before the Commission, the meeting adjourned at 10:00 pm. Clerk Memorandum November 26, November 22, Page 3 1985 agenda items 1985 The Dorset Street Committee has reviewed an early set of plans. In general, they believe that the office use is compatible with their concepts for a City Center. They were more concerned about the plan for a convenience store and gas pumps that has been withdrawn. Advisor Peter Owens from T.J. Boyle and Associates has also reviewed this plan and agrees that although the office use is not objectionable, the trucking use is not as compatible. It is, of course, a permitted use until such time we change the zoning. The property is in a strategic centralized location in the San Remo block that will limit development options in the future. The applicant has indicated, he may remove the Merrill building at some later date which may help promote the "City Center" concept. Please be aware however, that these issues are not part of the site plan review criteria. 5) PIZZAGALLI DEVELOPMENT COMPANY, 35 JOY DRIVE The applicant proposes to construct a 23,000 square foot office building on the lot just west of the newly constructed office building. The plans show a connecting walkway to the newly constructed building which needs Zoning Board of Adjustment approval for a set -back variance. That walkway shall be contingent upon Zoning Board of Adjustment approval. Access and Circulation: A new 24 foot wide driveway is shown from Joy Drive. Circulation is provided around the back of the building by connecting the two parking lots. Parking: The ordinance requires 92 spaces. The applicant proposes seventy-five and therefore needs a waiver of 18%. Landscaping: A bond for $19,450 will be required prior to permit. The plan meets this requirement. Other: The sidewalk shall be continued from the sidewalk required at 55 Joy Drive. It shall be depressed concrete and continuous across the driveway. A sewer allocation of 825 gallons per day is required. The $2.50 fee per gallon shall be paid prior to permit. See Goddette's and Szymanski's comments. �*-vutlj 1-1.3tirlitigton +Rire Department ; Burset street 575 Y` *auth Nurtingtan. 11crmant 05401 OFFICE OF JAMES W. GODDETTE, SR. CHIEF 863.6455 MEMORANDUM TO: SO. BURLINGTON PLANNING COMMISSION FROM: CHIEF JAMES W. GODDETTE SR. RE: NOVEMBER 26,1985 AGENDA ITFMS #1. Champlain Oil Complex 354-356 Dorset Street ; Plans have been reviewed by this dept. and the only problem at this time is more information is needed on location of under ground storage tanks. #2. Bartlett Property Cluster #C; The only problem I can see at this time is given protection to the back unit. There must be at least an 18' fire lane to the unit for emergency equipment. Because of the location I could see if not maintained in the winter time the best we could do is try to protect life safety and unable to do anything about the building. #3. Pizzagalli New Building)35 Joy Drive; The only pro�em at this time is a hydrant must be installed at the main drive way to the new building. f iu M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: November 26, 1985 agenda items Date: November 22, 1985 2) N.E.T.C. Livestock Fence, Lot #2 1. No comments. 3) BARTLETT PROPERTY, LTH, INC., HARBOR VIEW ROAD 1. A 12' wide by 200' toot long access drive serving a duplex will not allow two way travel. It should be at least 18' wide. I would rather see two triplexes and the long drive duplex eliminated. 2. Driveways as shown on plan will not accommodate two cars unless they are parked one behind the other which is not good. 3. The drainage way in south-west corner should be piped instead of the open ditch. 4) CHAMPLAIN OIL, 354 DORSET STREET 1. A concrete depressed curb shall be installed across new entrance at San Remo Drive. 2. Parking area shall be graded to drain toward existing catch basins. 5) PIZZAGALLI DEVELOPMENT COMPANY, 35 JOY DRIVE 1. The storm runoff (cubic feet per second) trom the site should be restricted because of my concerns on Farrell Street where the Joy Drive drainage outlets. This can be done by restricting the site discharge pipe. The result would be some short duration ponding on the site after a heavy rainfall. November 22, 1985 Douglas Schner Pizzagalli Development 55 Joy Drive South Burlington, Vermont 05401 Re: Pizzagalli, 35 Joy Drive Dear Doug: Enclosed are the agenda and a copy of my memo to the Planning Commission regarding your application. Please be sure someone is present on Tuesday, November 26, 1985 to represent your application. Sincerely, Jane B. Lafleur, City Planner JBL/mcp Encls CMG5p, '15 0 960N Q 79" UA _9 �aouj SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regula- tions and Chapter 117, Title 24 V.S.A. the South Burlington Zon- ing Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Monday, December 9, 1985, at 5:00 P.M. to consider the following: 01. Appeal of Pizzogalli Devel- opment Company, Douglas Schner agent seeking a variance, from Section 18.00, Dimensional Requirements of the South Bur- lington Regulations. Request is for permission to construct a pe- destrian passageway between an existing and proposed office complex, creating zero east -west side yards, located at 35-55 Joy Drive. 02. Appeal of John P. Larkin seeking o provol, from Section 19.65, Multiple uses of the South Burlington Regulations. Request is for permission to construct a 48'x p2', 2 story office complex in conjunction with on existing restaurant on a lot containing 1.25 acres, located at 408 Shag bume Road. Richard Ward Zoning Administrative Officer November 23, 1985 November 25, 1985 Mr. Douglas Schner Pi.zzagall.i Construction Company 50 Kennedy Drive South Burlington, Vermont 05401 Re: Zoning appeal Dear Doug: Be advised that the Zoning Board of Adjustment will hold a public hearing at the City Offices, Conference Room, 575 Dorset Street on Monday, December 9, 1985 at 5:00 P.M. to consider your request for a zoning appeal. Pleaee plan to attend this hearing. Very truly, Richard Ward, Zoning Administrative Officer RW/mcp NOTICE OF APPEAL SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT Name, address and telephone # of applicant PIZZAGALLI DEVELOPMENT COMPANY 50 Joy Drive, So. Burlington, VT 658-4100 Name, address of property owner SAME Property location and description 35 Joy Drive and 55 Joy Drive - Side Yard Variance to allow a connecting enclosed passageway between buildings. I hereby appeal to the Zoning Board of Adjustment for the following: conditional use, variance or decision of the administrative officer. I understand the meetings are held twice a month (second and fourth Mondays). The legal advertisement must appear a minimum of fifteen (15) days before the hearing. I agre to ay t e hearing fee of $30.00 which is to off -set the cost of the hearing. Hearing Date Sig ture f Appellant Do_not _write below this line '"""`�R" SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24 V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Munici al Offices, conference Room, 575 Dorset Street, South Burlington, Vermont on ��'' , �/. �r `� /r% at (day of week) (month and date) time to consider the following: # Appeal of X)/LZ,I,��LL✓ �Ue%�P�'r - v�;A-z--s-,X-.ve'e seeking a from Section lam' o O �� `_ co2�.-r,- • • Cs of the South Burlington Regulations Request is for permission to . _'"� �l�-e-�"--�-� ��c--.t,.�� .r1-.c;zeJ..,.��-.-�- Gv� Gs-�•-G�-c•r.L./•„— �,.,� ed • �_��' y I