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HomeMy WebLinkAboutBATCH - Supplemental - 1690 Shelburne Road (2)LEGEND EX. C81 RIM-152.9' I / 1' n f 10' SIDE 0E YA EXISTING HOPE INV. OUT=146. G CONTOUR MDT Partnership, SETBACK n/f i n/f SIBS PROPOSED CONTOUR EX. CB2 ; MDT Partnership, I Thomas, Chase RIM-151.5' y LLP EX. 12' CMP - - - - PROPERTY LINE 24- HDPE INV. IN (E)-143,7' \ rl EX. 12' CMP INV.=157.2' LLP De E1ARKIN PAVED I EXISTING PAVED I I 24' HOPE INV. IN (S)=143.7' I INV.=158.0' PARKING AWEA PAAMNG AREA - - - - SETBACK LINE 24' HOPE INV. OUT (N)-143.6' _a 1 c�M[ _ - _ I 8• BOXELDER A I4' PINE I IJ'1 0 COYTONWDDD - - - - - - - EASEMENT LINE Ex. C83 / p - - - v ; �. - / u c _7roNwNn� ate6.x __ & "TIE _ *131L r RIM=151.6• Gp + / - ,6• td'_MVtE- 9DYC,pEn - =.0 N ,• , E -1 - ,---""T I» P FINE - SS GRAVITY SEWER UNE •.I '^ ! - 12 PINe' ,�, i2• J. ( 1{' Box40EW ICE / / 7 1- *16- PINE 11 I 12- ASPEN.t 6 PINE 1 I t ST STORM DRAINAGE LINE 1 of 11:- IMNE - w WATER UNE I / / INNEt6' "7Et6� EXISTING 6' PE I I 17 / m 12• cTAMR ) / ! / U / - OE WERHED EECTRKAL LINE GAS MAIN 1 I I 4• CRAB j ;' / e° H et I / 7UE UNDERGROUND ELECTRICAL LNE ' �jE 1p .*I)• c / I t - 0 //T UNDERGROUND TELEPHONE LINE EX. SMH1I$11' CEDAR 12 b�,4":IME �6'rNE RIM=153.03 1 50, tAONT Ctlonrs t / %�" - C CAS LINE 4' INV. IN (SE)=146.2' I I ( YAAD ',(I,� I I 1 / f014- PINE/ 4' INV. IN (NE)=145.5' SEIBFGT �'4- Ci AA i 'r!' �R x x FENCE 8' INV. OUT (W)=145.3' DRAINAGE SWALE/DITCH I - EDGE OF STREAM ' I I I ��\ I I / / i I ( I ( ( /I / Itram n/f EXISTING 12' // - - - - - - STREAM DUFFER D.I. WATER MAIN I I • cWAB v y , •• °,�,oER ; Reichert, Kurt J I' /' i I I 1 Stonehenge - cuss ° wETUJo ; �f I & /aura r I 1 Investment - - -- CUSS II WETLAND BUFFER EXISTING 24' HOPE I - 11APlY I I I / i V. 4y5 P. 131 I � '/ Corp., Inc. DRAINAGE LINES 't, I j / I / r14 1 I 1 n E 1" EDGE OF woods IAllI r I V. 415 P. 134 ', I 0 i 1 (25 Green DECIDOUOS TREE n/f EX. C84 1 I (�I I I I I ±9. 1 4 Ac. Mountain Dr. PoM=1sa7• gg CONIFEROUS TREE Shearer North, I �S� i I i I I /' I i / ; I l ,2- �'0, EX. CBS 30' REAR SEWER MANHOLE LLC RIM=152.8' 1 ! / I 0 I I FIELD I // / / I V �-+ - YARD SERM DRAINAGE MANHOLE 24' HOPE INV. OUT- 147.2' I rJ t4 IIOXEIOEw// e 1 I I ( IR DRAINAGE CATCH BASIN EXISTING 8' D.I. ( I MAPLE WATER MAIN C J?7 ' I I T I I I1 HYDRANT I I I I I V , 41 j I II 0 j \\ I `\ D• corroNwooD ® WATER VALVE PROJECT BENCHMARK -�1' r I iI ` \ I I t ` 14• - - POWER POLE NORTHEAST FLANGE BOLT a HYDRANT ELEVATION -� GUY WIRE �_.._ \ \ -kE-o LIGHT POLE� I r: 16- NA+� :, � x � �„ ..r V . �/ 1 _ � \ �,Br F � ® GAS VALVE n/f,A 24• oEt1oMDM8 , \ _,�. \ /-.. '= _` \ TEST PR ,� \ \ \ i _ \ \x \ �`� PERCOLATION TEST O I I # , LLC , / G �� -\ \ .►� l' - - _ = - _ =� �i ='%. --'-- ���� :, -- _ - = mac' % n/f o • IRON PPE ROD FOUND SET '11'i ,- �(( . „ i / �C° _-� Lark Inns, LP / EXISTING 60'J XXXY..Xx X o CONCRETE MONUMENT FOUND CMP CULVERT I h %/ H - --�� X \\\ ' i X x X��l`\ I70 ! X X X X X \�vi x x x x x x e\ y 80' P I 4 X X X x x x �^j�� x X X X X ` �jWp fir, \\/ 15( PROJECT BENCHMARK EA C, J ! x /y.- BUFffN x x X x X X x . xl \' r.rl' \�'"� / Ex. CB6 O id I 1 f \ \ x_J< x x x _ x z x sic •• x� x x x x 11 RIM=153.9' �r '� '7.., ' I I I \M \ ( k X X x X \X -may ;� \ //. (�� I y� LrJ I / �' X\j:, X, -X x\x x x .\ ,` x x k x x x x x RI X ./�,j( GENERAL NOTES ' -t 1- ! i�..!c x X x x X X�x � W4B X-A �CX %/ X X fE X. X X X X X X IX `�/ X x X x X Fd l �.' I� x X�.x�'�xXxXxXxX`x��+cXxXxxx \xXx `x �x•X�,x�/,..-T,. y_x'X.xxxx /T O O A2 l; x X.- x' ""fi�x BUFYEEW x x x x x. _\A� x I i x x x �L g' x S 1 UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SITE SHOWN. THE 1 X X Ar Xc X X v" N9� X X X X X >) 'Fri'% x, i CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS AND REPORT THEM TO THE DESIGNER. �^ I y :� �'✓ W EX. CB78 }, ri AAA x �P x x x x x -X1 x v �Ok x x CLASS R x x x x x i ,' I x z ji �'x-� X x k x x x WETLµ�a x X--... x x / RIM=190.9' �� __ H y' x WIDE is X X X\,.x X \( ; '�.X x x v. x� - \"X `t •�'" '// Yam/ INV.-t185.5' 2 THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR ro THE COMMENCEMENT OF WORN AND SHALL COORDINATE ALL REQUIRED `� I 1 1\ X \�, STONE DAM xTc X' <H+x Xl _ _� �� �/ i j-� x X x INSPECTIONS. 1 \ \<. x R� X x--X_ S@ l^ x�J; �- X _ t62 1'-' X % x C' �_-...•- �` `-.� ji EX. CB16 .�. _ jI 1- cx X X--X.�'-� -'.!__ �./ RIM=192.0' 3) THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONSTRUCTION OPERATIONS AND SHALL CONFORM TO All APPLICABLE REGULATIONS FOR SITE / ! �' j" . 'L4'N�� ` W-y - // // / i'--. ` $AFEh•. I v I I 4D.p \ X x T i /� it EX. 6' PVC INV.=}185.6' i yL\,jl \\ \ D I 1 158--�\ . y�..•,frZ_'�/ EX. YD7 4) THE CONTRACTOR 5 RESPONSBIE FOR INSTALLING AND MAINTAINING ALL APPLICABLE EROSION CONTROL MEASURES REFER TO THE HOST I Aj. I �\� 4• / F pT RIM=191.6' _ _ __ i A� / INV.=t1.6' RECENT PUBLICATION OF THE STATE OF VERMONi EROSION CONTROL HANDBOOK. I I �` -' -"^ / f^ "�� IX.x80ULDER �! _ _ J I a 5) THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY SITE CONDITIONS NOT REPRESENTED ON THE PUNS THAT INFLUENCE THE ' j EASEMENTr- 4- PIPE m /� CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. _ ' - AREA / �• N �. EX. ��pqE,� D'1" ! / EX�CB14 �x Exi AS" / ! / AIM=1935' BULDN EX. PLR INV. 163.1'� �` / 6) THE CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION TO THEIR ORIGINAL I - IFI�:-i a W '�"�_\� I ! 1 EXISII G J I I \\ CONDITIONS. ALL CRASS LAWN AREAS SFOLL BE MAINTAINED OfiL PERMANENT VEGETATION 8 ESTABLISHED. YNMNN All TREES OUTSIDE OF " R '2 - y- tJpD.o -- - \ n 0 1 I I 1 INFILTRA� ( I y� THE CONSTRUCTION LIMITS. . ceaD. m 1 HAMe 'S OR 1 EX. CB17 \ " / / / / EX. 80U1 w m i RIM=192.0' v i - - -, I I EIRS I T I OFTOP RU INV.- 92.0" 7) THE CONTRACTOR 91ALL BE RESPONSIBIF FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FA unES AND UTIUIES. I Ew TN9 /%%/%X EXISTING �6 ' pul�Nc ,//�/�� STONE 1 I , I , PARKIN PAVED 8) THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WOK AND UTILITIES. WORK /,. i / / / ! i ' SHALL NOT COMMENCE ON ANY IIEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. EX. C89 / j/�/' j/i j��j� / LINED 1 1 I I , I EX. C88 RIM=159.J' ���/���/ %/� SWALE 1 1 ) W , �i 1 l RIM=15a.3' 9) N ADDITION TO THE REQUIREMENTS N THESE PWIS, THE CONTRACTOR $INLL COMPLETE THE WORT( IN ACCORDANCE WITH ALL LOLL AUTO ,,. / f// ( �'� / / / � II , a° INV.=1:184.7' STATE PERMIT CONDITIONS, AS WELL AS THE MOST RECENT EDITION OF THE STATE OF VERMONT ENVIRONMENTAL PROTECTION RULES. I EX. C87 I n/f II tt l // 10) THE TOLERANCE FOR AL FINISHED GRADES SHALL BE 0.1 FEE. RIM=154.2' i J / I I I / JI EX. CBi13 / 24' HOPE INV. IN=147.4' Smart SUltes, LLC wl I I I # RIM=194.3' 24' HOPE INV. OUT=147.3' I I) ME CONTRACTOR SHILL PROVIDE THE OWNER WITH AS -BUILT DRAWINGS WITHIN 10 DAYS FOLLOWING THE COMPLETION OF THE PROJECT I ' I I 2• �,,,� �. E� - _ _ I I IO' SHOE Y 12) EXISTING SITE. CONTOUR AND PROPERTY LINE NFORMNTION BASED UPON A PLAN ENTITLED -1690 SHELBURNE ROAD - EXISTING I I I I III'" II /� I CONDITIONS SITE PLAT, DATED MAY 2. 2013 AND PREPARED BY CML ENGINEERING ASSOCIATES. INC. EXISTING SHEBURNE RD. UTUT I I GRAPHIC SCALE t ijtANSFORMBR. TET �.1 p s� i _asp INFORMATION BASED UPON SHEBURNE RD. RECONSTRUCTION AS -BUILT PLANS PROVIDED BY THE CHAPLAIN WATER DISTRICT AND SOUTH EX. C810 I I PINE )) & COMMM'' BOX 11Y" _•� y,�T i = /EX. DMH1 - I BURLINGTON PUBLIC WORKS DEPARTMENT. THE PROPERTY ONES. EASEMENTS, AND OTHER REAL PROPERTY DESCRIPTIONS PROVIDED N TIn5 RIM=155.35 I• �W� ! �I,y -3-'m' 0- RIM=194.0' ' PERMIT APPLICATION ARE FOR PERMTTNG PURPOSES ONLY. THEY DO NOT DEFIE LEGAL RIGHTS OR MEET LEGAL REQUIREMENTS FOR A LAND ,R•pINE p 0 I I INV.=t183.11 SURVEY IS DESCRIBED IN 26 V.SA & 2502(4). AND SHALL NOT BE USED N LIEU OF A SURVEY AS THE BASIS OF ANY LAND TRANSFER OR I ( IN RE, I 1((L - 't - X. ICB12 \\ I I ESTABLISHMENT OF ANY PROPERTY RIGRIS. THIS IS NOT A BOUNDARY SURVEY AND 8 NOT INTENDED TO BE USED AS ONE. I E I-h - 40 11. Nf _ �tOA? - I RIM4185.7' I 13) ELEVATIONS AND COORDINATES SHOWN ARE BASED UPON THE ABOVE REFERENCED PLAN. HORIZONTAL AND VERTICAL DATUM &SEE UPON RAW AND NAVDBB. RESPECTIVELY. 1 - MAKE CB11 I I I 1 I I- - - - - Eb(. DMH2 1 RIM=177.1 1 I n/f EX. C819 14) WETLANDS DELINEATED BY GILMAN & BRIMS ENVIRONMENTAL, INC. ON JUNE T0. 2014 AND FlELD LOCATED BY WILSON CONSULTING ,. � I RIM=192.3' ENONEERS, PLC ON SEPTEMBER 9. 2014. RIAll=175.4' " I INV.=t186.3' 1 IN Wilson Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 Pizzagolli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, Vr 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, Vr 05403 Existing Conditions Site Plan SHEET NUMBER: C1.0 LEGEND I I Wilson Consulting Engineers, PLC - EXISTING CONTOUR I 1 985 PROPOSED CONTOUR I . � APPROXIMATE PROJECT UNITS - - PROPERTY LWE SETBACK LINE la' PINE I `a _ I B• BONEIDER 18� conoNwoaD I OWNER: .;_+e" COnONw I) ±1"2 tuYe LINE -. _— EASEMENT i I - �A�•L� I OIVEL�O�N;:DIRER PE6 IeoxELD . NDaEDER Reichelt, Kurt GRAVITY SENIOR LIME {o- INSTALL STOW CHECK DONS & Laura$T SiO4 DRAINAGE LINE PINE I — w WATER LINE I I I I f I � � 163 PeoFl St. N / I I( I I PINE CONSTRUCTION OF SW . --- OE OVERHEAD ELECTRICAL LINE I I ! I d MAINTAIN THROUGHOUT \^ wNstRExtlw AND UNTIL Essex Junction, VT 05452 I /,�;Al�� c� ' `� I / I• -NE / PERMANENT VEGETATION 5 UE UNDERGROUND ELECTRICAL ENE I I I ( ,E V•15/ ' +; cEOM+ � I j .__._,� /� � / ESTABLISHED. C3.0/6. ��--ii''R ,t INSTALL PROJECT DEMARCATION /!` T UNDERGROUND TELEPHONE LINE I FENCE PRIOR TO CONSTRUCTION �!`I 6" P•+E ' AND MAINTAIN UNTIL PROJEcr I f APPLICANT: - - — C GAS LANE 1 I I Al '� 1 COMPLETION. C3.0/I. // I ! I �� P"'E. • cmv- -- -- x - x FENCE I I ' 1 ci 1EYP01I I I I / TEMPORARY TOP SOIL STOCKPILE. 1115TAL I' �� NL IEYPOR/J7f A' gpcN Pula galll -- DRAINAGE SWAE DITCH I I ✓ I CONSiM1CIlON F I AND MAINTAIN SILT FENCE AROU"I I �qN DITCH TO / I UYOONII AREA I DOWNSLOPE PERIMETER CS.O/4. RUNOFF AWAY r i !/ FTfO".TERTgN ANE1 / 0 13o.E,m+ Properties, LLC EDGE OF STREAM �qv' I I I I/ !+ } Iq 346 Shelburne Rd., Suite 601 STREAM BUFFER I I V`# " I xEtDEn� ' ?. im__T /1 — - — CLASS It WETwm I > ! / I 1 I © I Burlington, VT 05401 E OF ALL / I CLASS I WER/JD BUFFER INSTAL Li FENCE GOWN SLOPE ai ALL ./ / EDGE ai WOODS G S gS711N8WCE AIN T 1D 1 I I 11 4 ` 1 ' MANJ: CocoNSTROUOCCCTgN. MINTAN IHRWGFgUf I ' ( ® 1 ® I I PROJECT: I 1 II vEGETATp1 IS ESTABUON AND IENT SIED.3. /2. L. I Il L• I I ! J / r DEaoouos FREE / 1 f12- ODKELDaM CONIFEROUS TREE I / i \ I TO ( Bartlett Brook INSTALL TEIPENMRY SEWER MANHOLE /___ I _ '� '!PROPOSED � i I I I Apartments (� DRAWCF MANHOLE BASIN AREA i DrVERT aTNaE A�1Y ><nDE• 1 FwPROPasED ? I ; ( I 1690 Shelburne Rd. m DRAINAGE CATCH RISXI I - ' '�' NSLNL INLET IEC1gN ON N1 CATCH r l L AUA I " N SILT As I 1 South Burlington, Vf 05403 HYDRANT C � _ MANTNNYTH GH E Ci ONSIRL1CTgN I, ix INSTAL rso' STONE CONSIRI CTNN S APPROPRMIE (IS I o• cono-w ® WATER VALVE ENTRANCE PRIOR TO CONLTRUCTION. -'� EANDST UNTIL PEgMN1ENT VECETAIION S I PROJECT BENCHMARK - I I I MANTAN THRpOHOUT ESTABLISHED ( ). L3.0/5. I I I\ NORTHEAST FLANGE BOLT ON I CONSTRUCTION. C3.0 3. I "C"3^ 12 CDT.oNw'OOD a POWER POLLNORTHEAST ELEVATION 155.74 II I1 \ / �'� II \ \\ \\ �� L SHEET TITLE: —+ GUY WIRE I I " O\ \ za DEciouoDs I GHTPOE I 6 °°` ��� �'' = ' Erosion Prevention ® GAS VALVE I ` is DE - . v•� _�/� = &Sediment o TEST PIT L•— —�� =s'°° _____� �/ •%,% _ __ Control Site Plan PERCOLATION iE51 I l M ! • • ` • ' � � Y ; , � = \ \ .. � � y. � ^ �\ � y � -- - Y THE AREA BEYOND THE DELINEATEDLIMITS BE O • IRON PIPE/ROD FOUND/SET _ ''"'��'R�7(��. OF DISTURBANCE WITHIN THE BARfLETi o CONCRETE MONUMENT FOUND I 1 1 \ �_� '�� - , / \\\�V ��\ ` f / CONSERVED ASNA(IURALTN6A ND SN4L C2] C x x x x x x x x x x�� \\ \ x x x x x i;r x x x x x x �\ / / W x x x X X X`y\ /1 X X x X x X \ ��r • .. , •- NOT BE DISTEIRBED DURING PROTECT BENCHMARK V% C I l �NTtn x x X X X X x XI1. `\ C.� j ��-- \ RESTM7000NSTRUCTFROM M FUTURE MU SHALLL PM ^O** GT eDEVELOPMENT ii /Z I I(T I Yj X �c ETC • )e-X . X X X\K \` x x X X x X X k x x x'x X x X x X x �.-- 5. �-�/ FOR DIE DURATION OFTHE STORMIER sou I //JAI x �X , S. xNX x x x• x �' x\ x x x X x R I DISCHARGE AUTHORIZATION!, �x x x x x x\x'7c.e�., x x y�'x x x x x x Ix GRAPHIC SCALE �1� kk X X• x x x x xr `x x x x x x 3C x x\ x x �x L --- — I\ x x �/ X� )w SWRFNk x x x I x 1� x x x x x x' x x x x •fix x x /� x tz O O ,AY �, x JY.- x- x x &am x x x x x. � x x x x/ x x x x x x -mac ' X � � �� � � PROJECT I O y O ,�- I%X T� x .y)' ' x X X X X X X c X x 6y ��,,�Fc x .x x x X X X X X �F "1'_ , .. ✓J i "ii X C d +AA x T, x x x A' x x x x k x x x !i' rX V x' x x x x x CLASS N x x \ i' LOCATION v ( IN FEET > Z d""� I I -�,W 1K x ,AC x x x x Tic-'x-'x,. x x X x x x x''c x/x x x x x 1!�T�DSx x I imn _ Ao a I C^ P�J ., ^•eti� , x �x x x x x x x x x�,x x x x x x X' x x x �.x x x x x �,/ ;/ ) 1 x �, x x x l x _W —7, 'x �� X X x x x �� j x _ x x x 7 \ \ . x x .x _/ I x.x k x x x x ..�/x /--_fix _ -?�- .��� /d2%�= �Z �.g� ��r\ \vc��c�7Sc x �Y z >�'x ��...1��- f�.•� T•L_ ^ _� '1/ice, j / .�,� �. __ - EPSC NOTES I ,Gn i I �X X % _ _ _-> �� � � — _ �o � — _ _ � � r , —_' LocJ►TIQN WP ' _ t2,000] 1) THIS PROJECT IS SUBJECT TO THE TERMS AND CONDITIONS OF THE A 114ORIUTION FROM THE STATE OF VERMONT TO 4\ D I \\�= w! ^ i / - _ --�_ / (/ ! F ` / �� PROD CT NO.: 13027 DISCHARGE CONSTRUCTION RELATED STORMWATER RUNOFF, UNDER A MODERATE RISK STATE CONSTRUCTION GENERA PERMIT J 3-9020. - _ _ 6• DATE: JANUARY 6 2014 4' Pw rl r = —_— a1 —> — �) r- J (SCALE: I•= 40' '/ W \ �/ 2W' ^ �'1L '•�"� 'j1 ® / / /x '� =lr�' E.. T- REV. N0. DESCRIPTION GATE 2) ANY BEST MANAGEMENT PRACTICES (BMP'S) DEPICTED ON THIS EPSC SITE PUN WHICH GO BEYOND THE HANDBOOK 1 ADDED WETLANDS 9 IB 14 IXME RE4ENIS ARE CONSIDERED INTEGRAL TO THE MANAGEMENT OF THE SITE AND REPRESENT COMPONENTS NECESSARY TO T '-Ica_ , l W' .•• f (( i COMPLY WIM LOCAL AND ANR APPROVALS. s� . J *3j00.0p - --•— / .1hRI,�F�=== Ire • �• I 1 y AD FFSET AR IS i• ceco "'"J" i al I 1 _ I �o�\ REMOVED SOUTH DEV. 2 20 15 j o N 4 3) THIS EPSC PLAN DEPICTS ONE $NIP SHOT N TIME 6 THE STILE. ALL CONSTRUCTION SITES ARE FLUID IN THEIR DAY TO DAY +- R o SP EXPOSURES AND RISKS AS IT RELATES TO MINIMIZING SEDIMENT LOSS FROM THE SITE. IT S THE RESPON98UTY OF 111E I /%/%/ � // I I /� �) _ � 5 CONTRACTOR TO IMPLEMENT THE NECESSARY BMP'S TO COMPLY WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR // //' 7 EROSION PREVENTION ARID SEDIMENT CONTROL ON THE INTERIM SITE DISTURBANCE CODIT06 WHICH MAY OR MAY NOT BE I /Iffifflo, �SHHONNON IRIS EPSC SITE PUN.II It t �'1 10 4) ALL EPSC MEASURES AND BLP'S SHALL BE INSTALLED FOR THE RELATED PHASE OF WORK PRIOR TO THE START OF _. CONSTRUCTION FOR SAID PHASE. THESE ITEMS INCLUDE. BUT ARE NOT LADED TO THE FOLLOWING - - MARKING OF SITE BOUNDARIES_- - INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE 8 I 1 I r - INSTALLATION OF SILT FENCE. INLET PROTECTION AND STONE CHECK DAMS - INSTALLATION OF PERMANENT EPSC MEASURES -J 5) WHENEVER FEASIBLE, UPLAND RUNOFF SHALL BE DIRECTED AWAY FROM/ EXPOSED SOILS. i //It 6) THE CONTRACTOR, TO THE BAST OF THOR ABILITY, SHALL LIMIT THE AMOUNT OF EXPOSED SOILS AT ANY GIVEN TIME. IF ANY I 0' •� /� / // / �— i'� *� T i \ I (� TEMPDIRARILY DISTURBED AREAS ARE TO REMAIN FOR GREATER THAN SEVEN (7) DAIS. THEY SHALL HE TENPIXWeLY STABILIZED NTH MULCH ON A DAILY BASS. ADDITIONALLY, NO MORE THAN TWO (2) TOTAL ACRES OF DISTURBED EARTH SHALL BE ALLOWED I 2'4 AT ANY ONE TIME I I •� I I 7) UPON COMPLETION OF FINAL GRADING FOR EACH PWSE, SOBS STABILIZATION SKILL BE COMPLETED AS SOON AS POSSIBLE. . ' S may i THIS SHALL INCLUDE THE INSTALLAnON OF TOPSOIL (6• MIN.). GRASS SEED. FERTILIZER AND MULCH OR EROSION CONTROL I SHEET NUMBER: $ I MATTING WHERE REQUIRED. REFER TO LANDSCAPING PEWS FOR SOIL, SEED AND FERTILIZER SPECIFICATIONS. � � - - - _ _ - � C1 1 8) SEE CIVIL PLAN SHEET C3.0 FOR FURTHER EROSION PREVENTION AND SEDIMENT CONTROL REOUIREYERS AND DETAILS. LEGEND EXISTING CONTOUR 985 PROPOSED CONTOUR — — — PROPERTY ENE — — — — SETBACK LINE -- — — — —— EASEMENT LINE — — SS GRAVITY SEWER LINE — — ST STORM MANAGE LINE — M7 WATER LINE — — OE OVERHEAD ELECTRICAL UNE — — UE UNDERGROUND ELECTRICAL LINE — T UNDERGROUND TELEPHONE LINE — C GAS LINE — x — x FENCE — DRAINAGE SWALE/DITCH — — EDGE OF STREAM ——._.._.,_..— STREAM BUFFER ——...—...— CLASS I WETLAND — — ---'-- CLASS II WETLAND BUFFER EDGE OF WOODS DECIDOUOS TREE CONIFEROUS TREE SEWER MA 14OLE DRNNA(E MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a DER POE GUY WERE k#a LIGHT POLE ® GAS VALVE TEST PIT PERCOLATION TEST 0 / • IRON PIPE/ROD FOUND/SET 0 CONCRETE MONUMENT FOUND PROJECT BENCHMARK GRAPHIC SCALE ( IN "ET ) I Inch - 40 It ZONING REQUIREMENTS ZONING DISTFOCT: COMMERCIAL 2 (C2) OVERLAY DISTRICTS TRAFFIC (ZONE 3). TRANSIT, STORMWATER MANAGEMENT PROPOSED USE MULTI -FAMILY APARTMENT BUILDING (PUO) DIMENSIONAL REQUIREMENTS: PROPOSED PRECAST CONCRETE RETAINING wAI1 (m.) EXISTING unuTY PROPOSED RIVER COBBLE POLE TO BE DRIP EDGE. SEE RELOCATED 1 LANDSCAPING PLANS FOR SPECIFICATIONS (TYP.). rT f— tea, k• 6 PROPOSED 10' . 10' RASED PLANTING BEDS UE UE UE 10' ELEC./ UNDERGROUND PROPOSED PROPOSED 8' SDR 1 G ro_/am. ELECTRICAL. TEI.EPHONF AND pppgp PRECAST EASEMEHT I ' I COMM CONCRETE REARING SERVICES STEP WALL (TYP.). MAX. HEIGHT=30'. PROPOSED CACRE COMMERCIAL � I�� FRONT DEVELOPMENT SIZE I I 1 I lµ SM PROPOSED METAL FENCE AROUND Ip POOL AREA SEE ARCHI ECTIII?& PLANS FOR SPECIFICATIONS —a PLANS PROPOSED 8' FOR PREFER OOL AREA, FROARCHITECTURkNT MD I I 1 PVC SEWER BACK SIDEWALK SPECIFICATIONS EMERGENCY I I it 1� SERVICE PROPOSED FIRE PIT CAS SERVICE sP LLwev POSED BIBLE ' LINES FOR PROPOSED SIGN COMMERCA PROPERTY 1 PROPOSED TIE INTO EXISTING I `'i4i. TRAAISForOER CURBING 1:218' PROPOSED STOP SIGN AND PAINTED I _ TL__ STOP BAR , I .-.I __.__PIE ----- 4 N I TIE INTO EXISTING ILTRAT PAVEMENT I N INSTALLED ANO EXISTING CURB CUT TO BE REMOVED, SIDEWALK REMNNING PROPOSEY AREA RECLA,MED 10 INFILTgpTON TRENCH 1 \ TIE INTO EXISTING CURBING ROW & UTILITY NOTES 1. CODRO IRTE ALL WORK WITHIN ROW WITH CITY OF SOUTH BURUNCTON PUBLIC WORKS AND THE VERMONT AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE WATER SERVICE CONNECTION WITH CHAMPLAIN WATER DISTINCT 3. COORDINATE ALL WORN RELATED TO THE CAS SERVICE CONNECTION WITH VERMONT CAS SYSTEMS. 4. COORDINATE ALL WORK RELATED TO THE ELECTRICAL• TELEPHONE AND COMMUNICATION CONNECTIONS WITH THE APPROPTMTE. SERVICE PROVIDERS. MINIMUM LOT SIZE (SF) - 6,ODO/UNIT 398,271 6,322/UMT MAXIMUM BUILDING COVERAGE 1%) - 40 C1 4.0 MAXIMUM TOTAL LOT COVERAGE (x) - 70 C1 22.7 MINIMUM FRONT YARD SETBACK (FT) - 50 N/A 280 MINIMUM SIDE YARD SETBACK (FT) - 10 N/A 20 MINIMUM BEAN YARD SETBACK (FT) - 30 N/A 216 MAXI AN FLAT/PITCHEO BUILDING HEIGHT (E) - 35/40 N/A 1:50 DENSITY CALCULATIONS PROPOSED USE: MULTI -FAMILY APARTMENT BUILDING MAXIMUM RESIDENTIAL DENSITY = SEVEN (7) UNITS/ACRE LOT SIZE = 390,271 SF = t9.14 AC. PROPOSED RESIDENTIAL DENSITY = 7 UNRS/AC. 0 9 AC. - 63 UNITS PARKING REQUIREMENTS 10' SIDE YARD I SETBACK PROPOSED 6' CEDAR SCALLOPED FENCE 1 PROPOSED BOUARD LIGHT. SEE LIGHTING PLAN FOR SPECIFICATIONS (TYP.). 1 PROPOSED FIRE HYDRANT (2 TYP) f1 .2 _ PROPOSED 8' SDR ROOF BRAN END CURBING PROPOSED 8' CEDAR SCALLOP FENCED TRASH/RECYCLING EN C RE a u , �irrrrrrwuo■r �• � �rrr SNOW REMOVAL AREA (TYP.) PROPOSED UNDERORNN El �A PROPOSED STORMIWITER COLLECTION SYSTEM 30' REAR YARD PROPOSED LIGHT POLE. SEE LIGHTING PLAN FOR SPECIFICATIONS (TYP.). 13T IIIE:i:arN �7AWEDR.S PROPOSED 8' PROPOSED 5 NFMIOVIL SNOW REMOVAL WETLAND BUFFER D.I. WATER 'CONCRETECn 4.;W. AREA (n'P.)— j SERVICE IYP.) .._ ` 90EWALK (TYP.) L_� x�� CONCRETE y. / 1 X x , CURBING (TYP.), I 50, STREW x x IbPROPOSED• _. Z �' 1��'� � CONCRETE PAD O I i PROPOSED BUFFER — x x x x r. �PoWNG. AREA Y x _—�� / y, DRAIWKIE x x�f . • )I— I / x = ..1; ` x �t ,X x x x `\ RBPo5t0'vFaESTRtbIN x x x x x x x I i �x k x x x x X X x \ —, �BROSSINC BI(N I9 TYP:) ,� X x� X X x x x x% X �I x x x O I I I X� x x x/ x� :SO' SOLFALc< x x x r \` �' x x x ,x` x�x x x >2�� x' / X 1 x 'Xc_x x x x x x x RT I x x x x x 'x7' x� x�\ ..-7— x'4 C t7 I ( I �x x �r x x x x x x x x \ gR� x r x x x t N lx x X x x , x X X X x X x I A CLASS II X x x i.. d I I K x x x X x x �iR�x—•x�, x x x x ` / WETS x x x I i' z I_ x x x x X X X X..X X X x . x x •-3 I X \` x x x i .Xt x NSF' 'x �7c� x x x x x x fc x x x X. \I _ x . x' x X x x x x x —x X x x x x x x x—+- - \x X �/ 50' CLASS R µ WERAID BUFFS 4 —--I- RJ r-� TRIP END CALCULATIONS TRAFFIC OVERLAY: ZONE 3 MAXIMUM PEAK HOUR TRIP ENDS = 45 TRIPS/40,000 SF MAXIMUM PEA( HOUR TRIP ENDS (398.271/40,OD0) . 45 = 448 TRIPS PROPOSED PEAK HOUR TRIP ENDS - - ATE DESIGNATION - APARTMENT (LAND USE CODE 220) - PEA( HOUR B/W 4-6 PM - TOTAL TRIPS = 0.55 (X) 17.65. WHERE X = UNITS - TOTAL TRIPS = 0.55 (63) A 17.65 = 52.3 = 53 TRIPS - TRIPS N - 65% x 53 TRIPS - 34 TRIPS IN - TRIPS OUT = 35% . 53 TRIPS = 19 TRIPS OUT PARKING LANDSCAPE CALCULATIONS PROPOSED USE: MULTI -FAMILY APARTMENT BUILDING WITH 63 DWELLING UNITS (DU) SPACES REQUIRED = 2/DU 0 63 DU - 126 PARKING SPACES REQUIRED SPACES PROPOSED = 126 PARKING SPACES PROVIDED PROPOSED PARKING LOT SIZE: ±56.680 SF ACCESSBIE SPACES REQUIRED = (101-150 SPACES] - 5 ACC. SPACES REQUIRED (4 STD. & I VAN) REQUIRED LANDSCAPED ISLANDS: 10% x 56,680 SF = 5.66B SF ACCESSIBLE SPACES PROVIDED - 5 ACC. SPACES PROVIDED (4 STD. & I VAN) PROPOSED LANDSCAPED ISLANDS: ±10,500 SF *300.o— I I Ill I I II �1 J 10' SIDE YARD_� I SETBACK rrD— ems— ,s to, ,sue son Consulting Engineers, PLC 1-80T umT9iaozliti� -3'sw _...__.. OWNER: Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VI 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 Overall Proposed Conditions Site Plan 1 ISOUTIf' 46 dGTbN/lI --wAaeeN+ewgi 1� LOCATION MAP 1 i2,000' HEET NUMBER: C2.0 ED 6* SCALLOPED FENCE LEGEND TO BE ABOVE RETAINING PROPOSED PRECAST CONCRETE I 10' SIDE YARD WALL AT ALL LOCATIONS WHERE WALL I Wilson Consulting RETNNIN WALL (TYP.). SEE SNEEf .Engineers, PLC E%ISRNG UTIUtt I SETBACK HEIOHi 5 GREATER MAN ]0'. CJ.2/!. - - - - ee - - -- - IX61IN0 CONTOUR C2.2 FOR HALL ELEVATIONS. L31I1. PROPOSED 8', POLE i0 BE I I I zeasysor RELOCATED BY P PROPOSED BDIIARD LIGHT. SCALLOPED, CEDAR 985 PROPOSED CONTOUR PROPOSED RIVER COBBLE SEE LIGHTING PUN FOR I FENCE, RASH/RELYCUNG I r»+.`•.%.�e1<o<os'm'� DRIP EDGE. SEE SPECIFICATIONS (TYPJ. ENCLOSURE ON 6 PROPOSED 10' a 10' LANDSCAPING PUNS FOR -_- PROPERTY LINE � RAISED PLAN INIG BEDS SPECIFlGTN7N5 (RP.). PROPOSED 6' I CONCRETE PAP. C3.1/9. I — — — — SETBACK LINE OWNER: ---}_ - _IL. EASEMENT ENE _ UE UE _ UE —SS GRAVITY SEWER LINE I 5 WIDE CURB CUT LOCATION TO R e i c h e I t, Kurt 10' F1EG./� PROPOSED PREC/ST ,INNING N ALLOW FOR RUN TO ENTER p� — ST STIXM DRAINAGE LINE I TII_/cow. STEP WNl (IYP.). MAX HEyWp=30'. SEE I ❑ N. PROPOSED DRMAGE S'WALE (! IYP. PER & La U ra G ' FASEMEM SHEET C2.2 FOR WALL ELEV C12/2. SEE FOUNDATION PLANS FOR SECTION OF CURBING oGM` Eo`E — w WATER LINE TELEPHONE AND eIORETETITaN 163 Peorl St. ELECTRICAL. SPEOFIGTIQNS (TYP OF PAVEMENT, PLUS 2 ON NOR' N — OE OVERHEAD ELECTRICAL UNE I I I I PROPOSEDCOMMUNICATIONS SERVICES. COORDINATE CONDUIT I ❑ NIFA CJ.4/d SIDE Of BgRETENTRIN MU = I I 26 roTK).C3.1/e. Essex Junction, V( 05452 — UE UNDERGROUND ELECTRICAL LIKE I REOUIRE�IITS WITH LOCAL SERVICE PROVIDERS. C3.1/10. -- PROPOSED 1.0 ACRE — — T UNDERGROUND TELEPHONE LINE I I III COMMERCIAL1 APPLICANT: GAS LINE PROPOSED $MH #1 I I 1�50 YMONr DEVELOPMENT SITE µ PoY=1561' I I Iw SETB, Ig _ ! PROPOSED!' PERFORATED X — X — FENCE INV. IN (8�=I19.9' do TIE INTO E%STING SEWER MANHOLE USIN I SDR 35 PVC UNDERDRAIN W. OUT (81=149.8' I I 4 h I EXISTING SERVICE STUB. SEAL WITH HYDRAULIC I I - I (TYP,), CS1/1 P i z zo g a l l i DUNAGE SALE/DITCH CEMENT OR APPROVED EIAIAI. INV.=SI16.2'. 1 �* Properties, LLC CONFIRM SIZE, LOCATION, INVERT AND CONDITION I � ,�, EDGE OF STREAM a I WITH ENGINEER PRIOR TO CONSTRUCTION, POOL PROPOSED 1 P� I I r�i - BIKE — — — — — — STREAM BUFFER I 1 y 11_ C31/5, I Shelburne Rd Suite 0 346 ., 61 PVC CUSS R WETLAND PROPOSED INFILTRATION ' I I I �, 3/7. P61V-90.�C C3.!%8. I.' Burlington, � 05401 _ — — — BASIN I I" -..—.—..—..--.- CLASS N WETAND BUFFER I SEE SHEET C2.4 FOR DETAILED DRAINAGE EDGE OF WOODS CONNECT TO EXISTING MFORWTION (TYP.)TING 6' PE GAS I � sr I PROPOSED LIGHT POLE, PROJECT: MAN LINE WITH i" TEE AND I — 3218' ^ I SEE LIGHTING PLAN FOR DECIOOUDS TREE VALVE. COORDINATE ALL WORKss SS — — �+. SPECIFlGTIONS (TAN.). CONIFEROUS TREE WITH LOCAL SERVICE PROVIDER. i _ _ - - - _ N'q• Uf- " ° D 3D' REAR Bartlett Brook PON SEWER uNaaLF RECONSTRUCTED SIDEWALK I I I 4 I 4 p _REDUCER I �� K Apartments DRAINAGE MANHOLE CROSSING ORIVEWVIY SHALL 1690 Shelburne Rd. 88 DRAINAGE CATCH BASIN BE B' THICK. C3.1/!. I ' D 6' a I D 6' PROPOSED Dom. South Burlington, VT 05403 AVE TIE INTO IXSTINC _ _ ........... SWALE (TYP.), HYDRANT PALL MENT. COORDINATE WORK WITHIN NOW -- /9. _ s i A G.T.! - � ® WATER VALVE WITH VAOT. C3.1/2. SHEET TITLE: POWER POLE �• I PROPOSED 6' . •. —A GUY WIRE ADJUST EXISTING WATER VALVE ` \Sp;�NW HYDRANT TEE NA EASEMENT — GRADE _ _ —�__ . _ _—_—_—___-r+i�N.VF.Z:SSJT_— COVERS ro NEW FlMSHED : T" NT-� LIGHT POLE GRADE AS NECESSARY i ii — --- —. .`. `... _ I ' Proposed ® GAS VALVE EXISTING JUNCTION BOX TO BE I \ / / \ Utilities RELOCATED IN COORDINATION _ \ 1 • / SEE SHEET C2.4 FOR n � 0 TEST PIT WITH LOCK SERVICE PROVIDER W 50' CRASS N r DETAILED DRAINAGE D.I. MTER - Site Plan 0 I WETLAND BUFFEN PROP06ED STRUCTURE -- —. PERCOLATION TEST I —"— SERVICE. G7.7/1.' — �INFORWTION TYP. i� EXISTING SIDEWALK CURB CIN A BE � — ( ) PROPOSED o • IRON PIPE/ROD FOUND/SET REY OAAI NAREA INSTALLED V% x y��' _ 'r' .. i' 3 = - i' — �CONCRETE CURB AND Po]WNNG AREA RECLAIMED xI t'Ti ''' 1 — — / _— ,�jc� i' (TYP.). C3.1/S o CONCRETE MONUMENT FOUND I I I / R X T 2 SJaEWK�( RAW x0, \ �y �..../ ' > . 1' PE CIS SE X / / T PROJECT BENCHMARK CONNECT TO EXISTING 12' I tz Z �,' I SO' STREAM /� �TEh'At'PE l!(S ..' www N�,IICOO�lY1Nt,,� M11(,D.I. WATER MAIN LINEAND WITH Q � x ="7V (t x ^ x x x (ST W(4 Tr,) X 9' VALVE. C7.3A7 yam`(', I / x x x�x• x-x x x x �� PROPOSED Fj X X �.ftx� '/I• % TO TAPz /` X X >< x X X X >t x / I y C27 � I. _ T„ � X�.. =x . X�X x X SIDEWALK. � \ //]y( SOU G �F' X X X X`X X X X' —4- C3,1/4/ - X X X X X X X% ! , WA' X X GRAPHIC SCALE _ x x x• x x x x x x k x P - t x, ,>t X�`� }� x x x X - I}— Q X k X >/ x� 60' SWEMGc X X X X ROPOiED ECAST CONCRETE: RETNAIING. X x X \ /�i( X X X I t Q Q ,a 11 `x )f... x' X. x BIAFEW x x x x x x "9RT� STEP SAIL 71TYPJ. MAX, HEIGHT=JO'. SEE • X x• .��5'• x �( x x PROJECT W x X x x X x x x x x\�' gR� SHEET TL2.2. FOR wAL1 ELEVATIONS. C31/7. x x 'S� x/x x i E�� p.. I�r d Z I X X X X X X x X x X �ok� �. - CLASS 11 X X X ,X..,X' X/X� X �X x X x x �X_'7(— X. X x X x r. /' -.� - WETLANDS, X. x_x x X I / IN FEET ^ ' may. I n- !0'M cl O X x X x X X X�.x x X x x � 'iC X k X X X X X R' 'X x X X X X X x X J / -- , 7 I y I I I \ \ X X X '�( X X X �k - x x x x x x X X X X x x. X. x Z. �(' z x x x x ` i � .� .�.. I I l I ,\x X X %h y_...-1...�/.y✓ `..` /"/ NEI0' GLASS BUFFER \, M LOCATION MAP 1' = t2.000 ROW a UTILITY NOTES W %,� IP : I. COORDINATE ALL MARK WITHIN ROW WITH CITY OF %. T3027 / NO.: NO.:Y 6 20T4 SOUTH BURLINGTON PUBUC WORKS AND THE VERMONT — ' - - - ' AGENCY OF TRANSPORTATION. .I J r i(ATE: PROJECT t� �, iSCALE: 1' - 40' JANUA2. COORDINATE ALL NORM HEWED i0 THE WATER 'REV. NO. DESCRIPTION DATE SERVICE CONNECTION WITH CHAMPLAN WATER DISTRICT.j I / --� ) �..� — I ; I �I(a"I 1 GENERAL REVISIONSRACK NOTE 12 11! 9 1B t4 Y D &KE 3. COORDINATE ALL NORM RELATED TO THE GAS SERVICE A - -=��0 - - I ADDED EASEMENTS 2 10 1 CONNECTION MTH VERMONT GAS SYSTEMS. i R )I8� y{K - I { ADDED OFFSET AREA 2 6 1 5 REMOVED SOUTH DEY. 2 20 15 !. COORDINATE ALL WON( RELATED TO THE ELECTRICAL. , . / ' �- ; TELEPHONE AND COMMUNICATION CONNECTIONS NTH THE I I APPROPRIATE SERVICE PROVIDERS. I �� `1 I I i % 7 BU NU j1 I ( 10 BILp G I I 1p' 0 I I I( I DESIGN FLOW CALCULATIONS s 10• TYARD^ PROPOSED WATER DEMAND: I SETBACK - FORTY -SDI (46) ONE BEDROOM APARTMENTS . 2 PERSON/BEDROOM a 75 GPO/PERSON = 6,90D GPO s-� - SEVENTEEN (I7) TART BEDROOM APARTMENTS . 2 PERSONS/BEDROOM x )s GPD/PERSON . 5,100 GPD I ' i � - sy- - WATER DEMAND SUBTOTAL - 6.900 GPO + 5,100 GPD • 12,D00 GPD - LESS LOW FLOW FlXTURE CREDIT (lox) _ -1,2p0 GPD i - TOTAL PROPOSED WATER DEMAND - 12,000 ORDD - I= GPD - 10,800 GPD L_ �� IA PROPOSED WFsreA'"TER FLOW' SHEET NUMBER: - FORTY-SIX (46) ONE BEDROOM APARTMENTS a 2 PERSONS/BEDROOM a 70 GPD/PERSON = 6.440 GPD - 9- - SEVENTEEN(17) TWO BEDROOM APARTMENTS x 210 CPO/APARTYENr = 3,570 CPO - - --I C2.1 / - TOTAL PROPOSED WASTEWATER FLOW - 6.440 GPD ♦ 3,570 GPD - 10,010 GPO LEGEND EXISTING CONTOUR 985 PROPOSED CONTOUR — — — PROPERTY LINE — — — — SETBACK LINE — — — _ _ _ — EASEMENT LINE — SS GRAVITY SEWER LINE — — ST STORY DRNNOE LINE — w WATER UNE — — OE OVERHEAD ELECTRICAL LINE — — UE UNDERGROUND ELECTRICAL LINE — T UNDERGROUND TELEPHONE LINE — CAS LINE X X FENCE DRAINAGE SWALE/DITCH — — EDGE OF STREAM - - - - - - STREAM BUFFER — CLASS II WETLAND - — — — - CLASS II WETLAND BUFFER EDGE OF WOODS DECIOUUOS TREE CONIFEROUS TREE { SEWER MAFIIOLE Q) DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE GUY WIRE - LIGHT POLE ® GAS VALVE TEST PR d PERCOLATION TEST 0/0 IRON PIPE/ROD FOUND/SET o CONCRETE MONUMENT FOUND 0 PROJECT BENCHYIRI( II ALL SLOPES EQUAL TO OR GREATER THAN 3:1 SINLL BE STABILIZED WITH EROSION CONTROL MATTING (TYP.) REFER TO STORMWATER DETAILS PLAN C3.5 FOR INFILTRATION BASIN CONSTRUCTION SPECIFICATIONS I I � ROW t UnuTY NOTES: 1. COORDINATE ALL WON( WITHIN ROW KITH CITY OF SOUTH BURUNGTON PUBLIC WORKS AND THE VERMONT AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE WATER SERVICE CONNECTION WITH CHAMPLAIN AIRIER DISTRICT. 3. COORDINATE ALL WORK RELATED TO THE CAS SERVICE CONNECTION WITH VERMONT GAS SYSTEMS. 4. COORDINATE ALL WORK RELATED To THE ELECIRTCAL, TELEPHONE AND COYMUWCATION CONNECTIONS WITH THE APPROPRIATE SERVICE PROVIDERS. GRAPHIC SCALE ( IN PEST ) I inch - 40 IL SLOPESALL GREATER STABILIZED WITH ERD CONTROL MATTING Y Or ut UE �: MOPOSED STEP -30 SEE I I PROP I �r� ►��hr,, �1 • � � � S, i IVlii . Wli I i '1 i 50, Mir 84 REFER TO ":: ALL COMPLETION OF Ft. BE STABILIZED ,' . t if ►.. ' 11tr� �� 1 !4 i •µ ESTATOBMUSUH• JI �OSR �-• �rrrr■NU WWuuWo� uu.�uH '. AN `:M . +.A'� • .� w: � I�,IE+y1� _ ���l:1�1 ' i UD 1 /tea 'r � I \',�'•� .� , � �•�� � �iE r: l I ��,� ' ' �,••;\ 1 ���.�,.�;_-, Its ��1�!��' I � �� �� , ,><� +r � � _u�W� ■ Vlei'�JfYI IR �►1�laltiit► ii �� -q �M 1 1 , xs I �^ r tz Ow 0 w\� ;h yl -b i 4\ I I x z x x x x -ram X' X X x X X X xX X X X . X X X x > x r -I BIIiFER x X x x x x \\C ..X _X - x x_ _ ^ �/ y // x �..x. X x x ,X �j r x sz�..�� �K.x�x �\ ..` :x x x R k X IK/X x x / X x XNx \ v.W- ,� . — / \ = x Ix /� Y' x x (I \ x x x� x �R x x x \ PROPOSED PYCAST CONt IE RETAINING 50' SIREAD< X X X , X 1� \ x ( k A( X I\ BUFFER X X X x x X STEP BALL IMP.). HIAX. 30•. SEE — I ��c' Zc'� x Sc / �pSHEET /C2.z. FOR WA1 ELEv . C3.z/1 1 — -)c x X, X X X X -X,X x X �YLJK \ CLASS IIx�>�A,. X X ,t-'X-'7G, x X k X X \ , WETLANDS t \ x X x x .�f x .Ar-.Ti' xl iA �� F /. __,yl� ♦ x x .: �. k fie- -x-TAP — _ I �K yp� x/f x�''I l �'•b \�\ x -ii-; '-% i °�_ - I t zi IL 1 I I W 1 Wilson Consult Engineers, PLC — w* vB0w i�i.Iwx, n:aara OWNER: Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VI 05401 PROJECT: Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 SHEET TITLE: Proposed Grading Site Plan EET NUMBER. C2.2 LEGEND - EXISTING CONTOUR 985 PROPOSED CONTOUR — — PROPERTY LINE SETBACK LINE — ——.—.—.— EASEMENT LINE — — SS GRAVITY SEWER LINE — — ST STORM DRAINAGE LINE — w WATER LINE — OE OVERHEAD ELECTRICAL LINE — UE UNDERGROUND ELECTRICAL LINE — T UNDERGROUND TELEPHONE LINE — C GAS LINE X X FENCE — DRAINAGE SWALE/DITCH — — EDGE OF STREAM — — — — — — STREAM BUFFER — ---- CLASS II WETLAND —...—...—"—..-- CUSS It WETLAND BUFFER EDGE OF WOODS Aft DEGD0005 TREE CONIFEROUS TREE SEWER MANHOLE DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN e HYDRANT ® WATER VALVE a POWER POLE GUY WIRE -kEa LIGHT POLE ® CAS VALVE 0 TEST PR Q PERCOLATION TEST 0/0 IRON PIPE/ROD FOUND/SET o CONCRETE MONUMENT FOUND PROJECT BENCHMARK POI 1 TO S/N 001 EXISTING CATCH BASIN SOIL TYPE, CLASSIFICATION AND LIMITS (TYP.) PROPOSED SUBCATCHMENT DESIGNATION (TYP.) I I PROPOSED SUBCATCMIENT DRAINAGE LINTS i I POI 2 TO S/N 001 EXISTING 60• CUP INLET , f 1 wI n r .. Al - Reichelt, Kurt m Laura 1SA:. 163 Pearl St. S/N 001 Essex Junction, VT 05452 PROPOSED 1.0 RE 50' DEVELOPMENT S�l APPLICANT: • ■ 1 1 - ..aPizzagolli liss•.� f �( �', I t �I Properties, LLC ' '` I 1 11111 1 1 =:. ,. ..•. -��� • \ • :�"x1 III ,�i/ IA '. r /''/�- : — ��' /� `, �� •<�`� 1. ' Ills 1, I Bartlett Brook u Apartments 1690 Shelburne Rd. Nil 0 South Burlington, %Vffr 0540 IN I1 09 1 �4\+`yam � -n�-frruuf■uuWef"M I I 91 S/N 001 EXISTING 60' CUP OUTLET I GRAPHIC SCALE O a I IN FEET I .y d `z I Inch - 40 I DRAINAGE AREA SUMMARY EXISTING CONDITIONS - POI 1 (EXISONG CATCH BASIN 12) - EXISTING AREA = 176.670 SF (4.06 AC.) EXISTING IMPERVIOUS - 0 SF (0.0 AC.) POI 2 (EXISTING 60' CUP INLET) - EXISTING AREA = t75.750 SF (4.03 AI E%STING IMPERVIOUS = 1.340 SF (0,03 AC.) PDT 3 (EXISTING STONE SWALE) - EXSIING AREA = 45.851 SF (1.05 AC.) EXISTING 1APERVIO115 - 0 SF (04 AC.) TOTAL FOR S/N 001 - EXISTING AREA - 398.271 SF (9.14 AG) EXISTING WPERVIOUS = 1.340 SF (0.03 AC.) PROPOSED CONDITIONS - POI 1 (EXISTING CATCH BASIN 12) - PROPOSED AREA - 73.493 SF (1.69 AG) PROPOSED IMPERVIOUS = 3.740 SF (0.09 AC.) POI 2 (DUSTING 60• CUP INLET) - PROPOSED AREA = 278,927 SF (6.40 AG) PROPOSED IMPERVI - 86.625 SF (2.03 AC.) POI 3 (EXISTING STONE SWALE) - PROPOSED AREA - 45A51 SF (1.05 AC.) PROPOSED IMPERVIOUS - 0 SF (0.00 AC.) TOTAL FOR S/N 001 - PROPOSED ON SITE AREA = 398.271 SF (9.14 AC.) PROPOSED ON SITE IMPERVIOUS = 90,365 SF (2.07 AC.) LOT COVERAGE CALCULATION TOTAL LOT SIZE: 398.271 SF (9.14 AG) PROPOSED BUILDING COVERAGE: 15AW SF (0.36 AC.) • COX PROPOSED TOTAL IMPERVIOUS: 90.365 SF (2.07 AC.) - 22.7% PROPOSED TOTAL DISTURBANCE: 201.915 SF (4.64 AG) = 50.7% PROPOSED CONSERVATION AREA: 133.817 SF (3.07 AC.) - 316X s j CIS SHEET IL: S/ 0 P 12 P :: a 2 \ Proposed s/ LID, _ -_ es - Stormwoter Drainage Area Site Plan Ax �\ y- x X X x X \� / ,ter X X X X x x `\\ x / �'xXXXXxyt��s XXXXXx / x x x x x x X ��r 1' -x\x x X.--I x x x - ^/ x j` x-x . X X X\� \ v� X X X x X' x X X X \X =_ �. / SOU GT� .. �X x\X x X .\ '.� x X X x x� X \ X x X x` xk RIB x x � 1< �x '�t'-•s.�„ x x x\x `A�� fT48 7�_ x x }e 'x x fI( X, x x x x x x Ix -✓ X x () \ x X' \ X x x K 7k x x x x x C x x\ x X `X X� x x ' X X X 1Y X j 50' STREAW X X X r X— l� X X X k X X `X X� X x k� � _T X X X X X X I\ l; x Xe... X x BUFFER x x x r• x x x t Xf x 7� x kN X. -y�- �,.��'- �c x k� -- PRQIECT f. ll l 142 1 X X ����� x�� i L .r P:i312X - v 9� 7 X•� / 9- ✓144 \ X X X x. i X x X \ k \ 6:M$Oi ., CLASS II X �X X X /X �'X—';I\. X X x X \ X X. WETLANDS .4L ` \X 7il X X �C. / �'- \ + 1 x\�� X X x .� xT x �1r�x Xll. x x ---' /� /^ / -� 7 pi (N..1 \`. x x �.. fi k- "Ix ;Ja�'c x x/fc x xT x,,y�x ---: /I' �'se \Xx x� 50' CLASS %%f��,� LOCATION...MAP 1 - t2 j'_ f I I _. -� i i i' iiV l� --'•^ � rrI,� Iy PROJECT NO.: 13027 !DATE: JANUARY 6. 2014 i X I� isrwc REV. NO. DESCRIPTION f P001/ / f... `/ / I \\\1�� 1 GENERAL REVISIONS 9 ~ / /2 ADDEO OFFSET AREA z�oo.o n_ I �Sj REMOVED SOUTH DEV. 2. I� pp OB B) I � � ExmN i BUIIXPol I ' S/N 601 PIN SUBCATCHMENT 3 TO S/N EXISTING STONE SWALE 7AIE N I I IDESIGBITX)N j(TYP.) ��0 SI �( I i I y C2.3 LEGEND -- -- -' EXISTING CONTOUR 985 PROPOSED CONTOUR - - PROPERTY LINE - - - - SETBACK LINE - - - - - - - EASEMENT LINE - - SS GRAVITY SEWER LINE - - ST STORM/ DRAINAGE LINE - W WATER LINE - - OE OVERHEAD ELECTRICAL LINE - - UE UNDERGROUND ELECTRICAL LINE - T UNDERGROUND TELEPHONE LINE - O GAS LINE X X FENCE DRAINAGE SWALE/DITCH - - EDGE OF STREAM - - - STREAM BUFFER - - CLASS N WEILND -..--...-...-.-- CUSS A WETLAND BUFFER / EDGE OF WOODS OEGDOUOS TREE CONIFEROUS TREE >� SEWER MANHOLE DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE -+ GUY W RE -3f-0 LIGHT POLE AD CAS VALVE 0 TEST PIT PERCOLATION TEST 0/0 IRON PIPE/ROD FDND/SET o CONCRETE MONUMENT FOUND 0 PROJECT BENCHMARK STILLING BASIN AND LEVEL SPREADER TO BE STABILIZED WITH 12' OF TYPE I STONE FILL 12' PERFORATED SDR 35 PVC EMERGENCY ORAIN PIPE AND CLEMgUT. INV.=153.3' STILLING BASIN INLETS WITH FLARED END SECTIONS (4 TYP.). IRV.-156.5. TYPE I STONE FILL EMERGENCY I SPILLWAY (8' i 61. TOP INV.=15&5'. CJA/11. PROPOSED INFILTRATION Elk% 01 (CP) ELEVATION- 57.IS I 010 ELEVATION=157.56' I 025 EUEVATKN=157.77 0100 ELEVATION=158.03, PROPOSED OUTLET STRUCTURE III i RN (OVERFLOW)-157.5' 12' SDR EMERGENCY DRAIN PPE WITH AEMUSTABLE CATE VALVE INV. N=153.0' 36' HOPE INV. OUT-151.0' C3.5/1 I PROPOSED ANTI -SEEP COLLAR PROPOSED CB III RN-155.0' 15_ HOPE INV. OUT=151S PROPOSED CB j2 ' RIM" 15' HOPE INV. IN-151.3' I , 15' HDPE NV. our-151.2' ' PROPOSED INFILTRATION TRENCH (20' i 8' x /') WITH 15' L?7 PERFORATED HOPE C3.4/10. I 1 L PROPOSED OMH 03 O HOPE IN5 Is' Nv. - 151 N 36' HDPE NV IN-149.7' I i-jgg I GRAPHIC SCALE 36 HOPE INV. OUT-147.0 --fr .mod m O > I IN FEAT) L inch - so IL ROW 0 UTILITY NOTES 1. COORDINATE ALL WORK WITHIN ROW WITH CITY OF SOUTH BURLINGTON PUBLIC WORKS AND THE VERMONT AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE WATER SERVICE CONNECTION WITH CHAMPLAN WATER DSTRCT. 3. COORDINATE ALL WORK RELATED TO THE CAS SERVICE CONNECTION WITH VERMONT GAS SYSTEMS. 4. COORDINATE ALL WORK RELATED TO THE ELECTRICAL, TELEPHONE AND COMMUNICATION CONNECnoNS WITH THE APPROPRIATE SERVICE PROVIDERS. STORMWATER TREATMENT PRACTICE SUMMARY DRY DRY DRY BIO-RET. INFILTRATION INFILTRATION TREATMENT PRACTICE: MF...I SMILE 2 5WALE 3 NFA TRENCH am SHOWT. 168.5' 174S 173.3' 167.8' 14&0' AK. 1154.0' BOTTOM INVERT: 1710' 177.5' 177.5' 172.0' 149.0' 15&0' TOP INVERT: 176.0' 180.0' ISO. 0. 176.0' 153.1. 157.5. PRIMARY OUTLET NVFRT: 176.5' 180.8' 180.8' 17&0' 151.0' 157.5' OVFIELDIV INVERT: 177.5' 181.S' 181.5' 177.5' 151.0' 15&5' SURFACE AREA 780 SF 270 SF 270 SF i3,2DO SF HBO SF l3,400 SF 1% WITH MODIFIED CR 977 CF 529 CF 529 CF I =8} CF 351 CF 2.567 CF • SEE DETAIL SHEET C3.5 FOR INFILTRATION BASIN AND OUTLET STRUCTURE DESIGN SPECIFICATIONS K f 1 i PROPOSED PRECAST CONCRETE RETAINING - WALL (TYP.) SEE STRUCUTRAL PLANS FOR-ND4nON DRAIN DETAIL AND RNERIS (TYP.) 18' �N=16J.0' I SOR ❑ 4' SDR FD N-162.1' 157 HOPE IRV.'OVE-152.0' I I PROPOSED I.0 RE n 777 CONNECTIOL (�50YFRONT DEVELOPMENTS PWW09ED OWN 12 w I IH SEIgGK RW=Ir 2' N g 1 8' SDR RD NV IN=1&T.0' 4' SON ED W. N 162.1' I 15' HOPE INV IN=1ED.5' 1 I /I / / 15' HOPE INV. OUT-160A' 1 PROPOSED CB RIM-164r� \Y I 15' HOPE INV. OUT-1 'PROPOSED'.. . 15' HQPE WV IN I .6- / 1 24' HOPE NV IN-15TT.6' 24' HOPE AN. OUT-1515' ±28' _ I" C13 > tz • ` J E=3 I � tz 0 (fir O C-1 �l ll r -4 1'I 1 1• • 1• G�W■ ■ •a t' eM�A urro■Wr wrru Ww■■�.wrrF uW■� � 1 IIIIIIII� �' IIIIIIIIIII i. �' rw orrr■LIu■.uu ur.dN �y PROPOSED DRY SOURCE fI. C3.4/9. BDT = \ = _ PROPOSED CB J3 x x :� 149.E '� ,rs- X x x X �\�� S ANY.' it\6Ei."_ v '-/ DOME UNDERDRMN _ PoM=t62.9' x Mj OUT�E23" x X x x x Awl I .W` ~ BUFFER / 15 HOPE NV. Bi.ISY3' ). ('/� X X X X X x �1( HOPE 0.. our-159.4' X X ` �C 1• �'/X x x x ,x� x x 15' HIOPE W. �IUT.159.6' .' '-r.•x x . \ I \ - x x x x\i x x x x x x XPR�D rw��x x.-x. �K x\X x x x• x x 9�E-t7 4' i X ;z x x`-•�,/�/j X /x --4- .. ,r x �c`x x x x x\xX F y x x y 'x x >� x,1,5 FWV. OUT-16. ' Ix J� �'/,X j x x X X' ! X X X X .X x X X x % )( - Y15' HOPE ICU. W-163.7' \ X e �-i"' }' x x X x \ x x / x1 50' SIREAW X X x l x x x r X - x X r `x A\ 'A xX, BUTTER X X X x X. x x� x •;, - I x ar X� I, x x XX 1 x x x x x � V < > -',..K x rl- 1L' r,✓ i Yaa x - \ X x ?C, x x k \�K \ CLASS II \ x�x/ W �c / ' 7X. x X k x x WETLANDS *FEARED EDDSECTI E ONDItY WITH 36'-NDPEJ:\ X X fit. X X i - _ i•"�-�_^ ' � •r �j. FEARED END SECTION MILL XIY'PE. A STjlNB"iRt 'X NR- X X) x x x - `x /'(�// 1 i o4 DISPERSION PAB: INV,144,O'. QA/7x-1 �� 'ss �����pcc�x "j • x x1._x >�x x •+G•- eD%%r V �x x x 1C-'x S•-.r�+.....r! I EX ST11G I �0. All- 14 Wilson Consulting Engineers, PLC uioT •oAo u tv�o z•rl Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VT 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, Vr 05403 SHEET Proposed Stormwoter Management Site Plan NUMBER: C2.4 PLASTIC DRANGE CONSTRULTI(N 1' x 1' WOODEN FENCE S OR APPROVVEEDDEEOOUAALL 36' YIN. 0 .- I' x I' WOODEN STAKES OR APPROVED EQUAL FILTER FABRIC STAPLED ro $TRADE$ 36• MIN. - RUNOFF ROW 2" 8', EwsnNc GRADE 24' MN. IN TERAN FABRIC TO BE KEYED M AND BACKFlLLFA A MINIMUM OF B.BELOW GRADE 20' R YIN. WATER SUPPLY TO MINIMUM OF B• OF COARSE WASH WHEELS E NECESSARY (2'-3� AGGREGATE WIDTH OF EXISTING iii I CURB CUT x s'' OR 12' YIN. - - INSTALL FILTER FABRIC BELOW AGGREGATE.' TEMPORARY SEEDING, MULCHING ANEDFI/I EROSIONNC AS SROL ECIE SARY SILT FENCE TO BE INSTALLED AT TOES OF STOCKPILE AT ALL DOWNSLOPEOGTIONS I Wilson Consulting Engineers, PLC ueoAD r vBOr usw7 ,E`wlwel 1o:off ww 10 E � I / R U, Kurt `e I C I I e t, f� u rt Laura 163 Pearl St. ( ESSCX Junction, Vi 05452 12• MIN. � >` EXISTING GRADE NATIVE MATERIAL NOTES: MARINE MATERIAL 1. SILT FENCE TO BE INSTALLED IN ACCORDANCE WITH ACT SPEC 549.D4(6) AND USING MATERIAL MEETING ACT SPEC 720.04 FOR SILT FENCE. 50' MIN. - NOTES APPLICANT: 1 NOTES: 1. PROJECT DEMARCATION FENCE TO 1E NsiAl1ED IN ACCORDANCE wm+ Aal SPEC 653.14. 2. WOODEN STAKES TO BE INSTALLED A MINIMUM OF 10' 0/c. 3. PROJECT DEMARCATION FENCE TO BE INSTALLED PRIOR TO ANY CONSTRUCTION AND MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS' 2. WOODEN STAKES i0 BE INSTALLED A MINIMUM OF 6 0/C. }. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURK CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLAINS. CURVE THE ENDS OF TIE FENCE UP INTO THE SLOPE WHEN SILT FENCE IS INSTALLED ON MINOR CROSS ROPES, 'J' HOOKS 9W1 BE INSTALLED EVERY SO' MINIMUM i0 MINIMIZE SEDIMENT LOAD AT BOTTOM a SLOPE. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER, THEY SNAIL BE OVERLAPPED BY 6', FOLDED AND STAPLED. AND MAINTAINED UNTIL SLOPES ARE WHEN ACCUMULATED TO HALF THE HEEIGHTIGHT OF AND TRAIL FENCE PERMANENT VEGETATION 4. SILT FENCE T BE INSTALLED PRIOR TO CONSTRUCTION F ATXN IS ESTABUSED. REMOVE SEDIMENT 1. STONE CONSTRUCTION ENTRANCE TO BE INSTALLED N ACCORDANCE WITH ACT SPEC 653.10 AND USING MATERIAL MEETING ACT SPEC 704.17A. FILTER FABRIC TO MEETAIT SPEC 720.04 FOR GEOTEXTIIE FOR ROADBED SEPARATOR. N A CONDITION THAT WILL PREVENT TRACKING OFSEDUMSEDIMENT ONTO THE 2. THE ENTRANCE $AWL BE E MAINTENANCE PUBLIC RIWY.THIs MAY REQUIRE MANIENANCE AND REPAIR O ANY NEISIAES USED TO TRAP SEDIMENT. 1 WHEN NECESSARY. WHEELS SHILL BE CLEANED PRIOR TO ENTRANCE ONTO THE PUBLIC ROW. 4. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AGGREGATE rHAT DRAINS INTO AN APPROVED SEDIMENT TRAP. NOTES: 1. THE ARY SLA I OR PORTIONS THEREOF, DICK MALL NOT R USED E DISTURBED WILL N 14 DAYS S7W1 BE E PAND MS THEREOF, THAT MARL NOT BE USED OR NECESSARY TEMPORARY MONTHS WITHIN 3 MONTHS 9ULL BE STABILIZED WITH GRASS SEED AND MULCH OR EROSION CONTROL NETTING AS NECESSARI' L BE MULCH. THE NTH GRASS SHALL TO MINIMIZE THE POTENTIAL FOR EROSION. 2. SILT FENCE TO BE INSTALLED IN ACCORDANCE WITH AOT SPEC 649.04(6) AND USING MATERIAL MEETING NOT SPEC 720.04 FOR SILT FENCE. I Pizzagclli Properties, LLC I 346 Shelburne Rd., Suite 601 Burlington, VT 05401 PROJECT: Bartlett Brook PROJECT DEMARCATION FENCE DETAIL SILT FENCE DETAIL CONSTRUCTION ENTRANCE DETAIL n TOPSOIL STOCKPILE DETAIL n N.T.S. t J.0 N.T.S. l J.0 N.T.S. C 7.0 N.T.S. C3.0 wooDEM STAKES PLACED AROUND BASIN FILLER FABRIC SECURELY FASTENED M TO STAKE. OVERLAP JOINTS TO THE NEXT STAKE PUN FILTER FABRIC EXISTING GRAOL flL1ER FIBRIL FOR POINT$ 'A' MUST BE HIOFER GEOTEXRE UNDER (6' MIN.) THAN ME FLOW STONE FILL TO BE LINE POINT 'B' PLACED UNDER CHECK GALS A A B i :: ROW - 24• YA%IMUN i �i,' , ` - / � GENERAL EROSION PREVENTION ANAL SEDIMENTCONTROL NOES. I. IN ADDITION TO THE PLANS, DETAILS AND SPECIFICATIONS IN THESE PLANS, ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES 94ALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL FOR MODERATE RISK PROJECTS SUBJECT TO STATE GENERAL CONSTRUCTION PERMIT 3-9020. 2. THE DISCHARGE OF SEDIMENT LADEN WATER FROM THE PROJECT SITE IS PROHIBITED. ALL DISCHARGED WATER FROM DEWATERING OPERATIONS SHALL DISCHARGE INTO A TEMPORARY SEDIMENT CONTROL TRAP OR SEDIMENTATION BASIN. }. THE CONTRACTOR SHALL BE RESI'O CMZ FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL WASURES UNTIL THE PROJECT S COMPLETE. 4. THE CONTRACTOR SHALL LIMIT SOIL DISTURBANCE AND SEEDING APPLICATION DATES TO BETWEEN MAY 1ST AND OCTOBER 15TH. IF SOIL DISTURBANCE OCCURS LATER THAN OCTOBER 15TH OR PRIOR TO MAY IST, WINTER EROSION CONTROL MEASURES WILL BE NECESSARY. THE CONTRACTOR SKULL CONSULT WITH THE ENGINEER FOR ADDTIONAL SPECIFIC WINTER EROSION CONTROL MEASURES 5. ALL STOCKPILE MATERIAL (TOPSOIL, BORROW, ETC.) SHALL HAVE SILT FENCE CONSTRUCTED AROUND THE PERIMETER. S® AND MULCH ST0004LED MATERIAL AS SOON AS POSSIBLE TO PREVENT SOIL ER09ON AND SEDIMENTATION OF SITE. LOCATE STOCKPILES ON THE UPHILL 5111E OF THE DISTURBED AREAS, IF POSSIBLE. DURING WINDY COALITIONS, STOCKPILED MATERIAL SIW.L BE COVERED OR WATERED APPROPRIATELY TO PREVENT WIND EROSION. 6. SLOPES GREATER THAN 3N:1V SHALL HAVE EROSION CONTROL MATTING INSTALLED TO STABILIZE THE SLOPE AND REDUCE THE POTENTIAL FOR EROSION. INSTALL MATIPA OVER MULCHED SLOPES 50 THAT ALL PARS ARE IN CONTACT WITH THE SOIL AND MULCH. PIN NETTRNC WITH WIFE STAPLES 3' O.C. TO ENSURE FULL BONDING WITIi SOIL SURFACE. Apartments 1690 Shelburne Rd. South Burlington, VT 05403 SHEET TITLE: Proposed Erosion Prevent I O n a n d Sediment Control 1 ... KEY IN STONE A NATIVE OR FILL MNIYW OF 4' INTO 6' MNIYUY STONE MATERIAL THE SWALE PLACED M CHANNEL 7. INSTALL STONE CHECK DAMS IN GRASS LINES SWALES 9Y O.C. TO PREVENT SILT FROM WASHING INTO THE DRAINAGE SYSTEM WRING CONSTRUCTION. STONE CHECK DAYS SAIALL BE REMOVED WHEN PERMANENT VEGETATION IS ESTABL51iED. & CONTROL DUST THROUGH THE APPLUCATIN OF WATER. TIE AMOUNT OF APPLICATIONS AND MOM OF DUST CONTROL SHALL BE BASED UPON FIELD AND WEATHER CONDITIONS. TT SHALL BE SPREAD WI SUCH A YANER AND BY SUCH DEVICES THAT UNIFORM DISTRIBUTION IS ATTAINED OVER THE ENTIRE AREA ON WHICH IT 15 PLACED. Details Plan _" _ r LEI3, _. ..,. ii�V1.7 SOUT4 �URUNGTO N' d a � PROJECT LOCATION IB' MIN. NATIVE OR FILL MATERIAL BURY FABRIC A CROSS-SECTION MINIMUM OF 2' NOTES: 1. INLET PROTECTION TO BE CONSTRUCTED N ACCORDANCE WITH AIR SPEC 653.1 N. FILTER FABRIC FOR INLET PROTECTION TO MEET ACT SPEC 720.04 FOR SILT FENCE. SIDE VIEW FRONT NEW NOTES: 1. STONE CHECK OILS TO BE (CONSTRUCTED IN ACCORDANCE WITH ACT SPEC 653.DW AND USING MATERIAL MEETING ACT SPEC 704.17. FILTER FABRIC FOR CHECK DAMS TO MEET ACT SPEC 720.04 FOR GEOTEXTRES UNDER STONE FILL 9. AS SOON AS CONSTRUCTION S COMPLETED IN A OVEN AREA IT 9WL BE TOPSOLED. SEEDED. FERTILIZED AND MULCHED. REFER TO TEN LANDSCAPNG PLANS FOR SOIL. SEED AND FERTUZER REOUNEMENrS. 10. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY, AND AFTER PERIODS OF HEAVY RAN, AND REPAIRED AND/OR REPLACED AS NEEDED, STONE CONSTRUCTION ENTRANCES 9WL BE TOP DRESSED WITH ADDITIONAL STONE SHOULD THE EXISTING STONE BECOME CLOGGED WITH SEDIMENT. 11. THE PROJECT SHALL HAVE A MAXIMUM OF SEVEN (7) CONSECUTNE DAYS OF DISTURBED EARTH EXPOSURE IN ANY LOCATION BEFORE TEMPORARY OR FINAL STABILIZATION 5 IMPLEMENTED. ADDITIONALLY, RA MORE THAN 7W0 (2) TOTAL ACRES OF DISTURBED EARM SIIALL BE ALLOWED AT ANY ONE TIME. 12. MULCH IS SUBJECT TO WIND ACTION AND MAY REWIRE ANCHORING AS THE WEATHER CONDITIONS WARRANT. 2. INLET PROTECTOR TO BE INSTALLED PRIOR TO CONSTRUCTION, OR UPON CONSTRUCTION OF NEW CATCH BASINS, AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. CATCH BASIN INLET PROTECTION DETAIL (-5-") 2. I. STONE CHECK DAMS TO O INSTALLED PRIOR TO CONSTRUCTION, OR UPON CONSTRUCTION O NEW SWAN, AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. NONE CHECK DAM DETAIL 13. IF TO THE PROJECT SCHEDULE, CONSTRUCTION DURING THE WATER MANTAS IS NECESSARY. THE CONTRACTOR SHALL FOLLOW WHITER CONSTRUCTION PROCEDURES AT A MINIMUM. BUT NOT UNITED T0, THE FOLLOMNG: A MINIMIZE DISTURBANCE BETWEEN OCTOBER AND MAY; B. ALL EROSION CONTROL MEASURES SHALL BE IN PUCE PRIOR TO THE GROUND FREEZING.; C. MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE OF 90 IDS. PER 1,OI0 SF. THE CONTRACTOR 91ALL MAINTAIN ALL MUS THAT ARE MULCHED UNTIL PERMANENT VEGETATION IS ESTABLISHED. GENERAL EPSC NOTES w.0 N.T.S. p I 7.0 N.T.S. w.0 - N.T.S. LOCATION MAP O -T' = t2OD PROJECT NO.: 1}027 DATE: JANUARY 6m 2014 SCALE: AS SHOWN REV. NO. DESCRIPTION DATE 1 GENERAL REVISIONS 2 6 15 3 4 5 7 10 I � I I _ I 'SHEET NUMBER: I C3.0 SMOOTH CUT EXISTING MATCH EXISTING PAVEMENT DEPTHS 1/4" ASPHALT TREATED _ PAVEMENT. CLEAN ALL JOINTS MN. 3-1/4. OF BRAVOS CONCRETE PAVEMENT PROPOSED STUINOUS CONCRETE PAVEMENT FELT JOINT FILLER Wilson Consulting B 3-1/4' (F ITIWIN4Ol5 Oa1C7ElE PWYOENf - 1-1/4' TYPE N FINS OOM AND MPLY EMULSIFIED - I-1/4' TYPE N FINISH COURSE ASPHALT PRKN TO PAVING. PROPOSED BITUMINOUS PROPOSED CLASS B Engineers, PLC g - Y HYPE 1 BASE COINSE - 2' TYPE II BASE COURSE EXISTING GRADE - 1• MN.I- FINISHED GRADE 12'-( FISHED CRAOE CONCRETE PAVEMENT CONCRETE SIDEWALK FINISHED GRADE 5' OR AS SHOWN ON SITE PLANS 1/2' R'�I--6'-- w o :leml ��iiao SEE P1AH5 ._*-- j- ... ... .. ,..,..3' ... • ••.. .. .,. .• 3FINE CRUSHED STONEBBASE l...• FINEI CRSTONE SUBBASE ID _ OWNER. FIVE CRUSHED STONESU... ..... 15• DE DENSE D 7;3• -- _ ., 15" DENSE GRAOED�'� • '~^ EXISTING SUBBASE 5' DENSE GRADED CRUSHED STONE SUBBASE 6 FINE CRUSHED .. .. .... 18' STONE SUBBASE 8• CRUSHED � - CRUISED STONE SUBBASE s FIE , ', , , Re i c h e l t Kurt � , :-� F JO- STOW SSE & Laura •� i . ,. i UNDISTURBED OR COMPACTED SUTABU 15'DENSE` -. NATIVE AR 6' ATERIAL NUL LRAOED UNDISTURBED OR COMPACTED SUTABF CRUSH CRUSHED i' 9 --i'- 6 NATIVE MATERIAL OR GRAN" BORROW 163 PBOrI $t. STABEJ7ATO FABRIC STABIUTATIDN FABRIC CONFIRM SUL4 O MATERIAL AM GRANULAR BORROW NTH Sf01E SIABASE '• { .• t -r. FILL. CONFIRM SUITMILJtt OF MA1AE Essex Junction, VT 05452 1 UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL. COMFRM SUITABITY OF NATIVE MATERIAL ENGINEER PRIOR TO CONSTRUCTION. OU a 2 4' PERFORATED SDR 35 PVC MATERIAL AND GRANULAR BORROW NTH * ENGINEER PRIOR TO CONSTRUCTION. GRANULAR BORROW FILL CONFIRM SUITABILITY OF NATIVE MATERIAL NOTES: AND GRANULAR BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. AND GRANULAR BORROW NTH ENGINEER PRIOR TO CONSTRUCTION. FILTER FABRIC FOR UNDERDRAN UNOERDRAIN. SLOPE-0.5% MNM1M. SEE NOTES: NOTES: TRENCH LINING GRADING PLAN FOR INVERTS APPLICANT: ----.- _ BIT 1. BITUMINOUS CONCRETE PAVEMENT TO MEET ACT SPECS 704.10 TARO 405.03(0). ORANGE 1. CONCRETE FOR SIDEWALK TO MEET AOT SPEC 541, CUSS B, AND SHAI1 BE NSTAUED IN WITH AOT 1. 8nUM O S CONCRETE PAVEMENT TO MEET AOT SPECS 704.10 AND 406.03(o). SPEC 618.03. SIDEWALK SHALL BE CONSTRICTED N 10' SECTIONS, NTH 1/8• JOINT BETWEEN SECTIONS. SIDEWALK 2. FINE CRUSHED STONE AND DENSE GRADED CRUSHED STONE TO MEET ACT SPECS 704.05 AND 704.06 EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND CONSTRUCTED WITH JOINT FILLER TO MEET AOT SPEC RESPECTIVELY. 2. FINE CRUSHED STONE AND DENSE GRADED CRUSHED STONE TO MEET AOT SPECS 704.05 AND 704.06 RESPECTIVELY. 707.0& SIDEWALK RAMPS ANDDETECTABLE WARAIM To BENSTAACCORDANCEACCORCE NTH ADT STANDMD C-3A P I I 3. STABE17ATIDN FABRIC TO MEET AOT SPEC 72004 FOR GEOTEXNE FOR ROADBED SEPARATOR I. UIDERDRAIN PIPE TO MEET AOT SPEC 710.06 A10 BE INSTALLED N ACCORDANCE NTH AOT SPEC fi05.W. 2. FINE CRASHED STONE TO MEET AOT SPEC 704.05. i Z Z a g a i 3. STABILIZATION FABRIC TO MEET ACT SPEC 720.04 FOR GEOTFXTIE FOR ROADBEDD SEPARATOR. 2. DMNAGE STONE TO MEET ACT SPEC 704.16. Properties, LLC 4. SUBBASE TURD PAVEMENT TO BE INSTALLED IN ACCORDANCE NA WITH ACT SPECS 301 D 406, RESPECTIVELY. SAM 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TO MEET ACT SPEC 707.0& BORROW. WHERE REQUIRED. 91ALL MEET ACT SPEC 703.03. 4. EMULSIFIED ASPHALT TO MEET ACT SPEC 702.04. 3. FILTER FABRIC TO MEET ACT SPEC 720.04 FOR GEOTEXTIIE FOR UNDE.ADRNN TRECH UNMG 4. GRANULAR BORROW FILL TO MEET AOT SPEC 70344. 346 Shelburne Rd., Suite 601 5. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04. 5. SUBBASE AND PAVEMENT TO BE INSTALLED IN ACCORDANCE WITH ACT SPECS 3D1 AND 406. RESPECTIVELY. 4, COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. Burlington, W 05401 5. COMPACTION OF MATERIALS TO MEET ACT SPEC 301.06. 6. COMPACTION OF SUBBASE MATERIALS TO MEET ACT SPEC 301.06. 6. COMPACTION OF SI ARSE MAT04A S TO MEET ACT SPEC 301.06. 6. SIDEWALKS SHALL BE 5* THICK, EXCEPT WHERE IT CROSSES THE PROJECT DRIVEWAY, WHICH SHALL L BE 8• THICK. FULL DEPTH CONSTRUCTION PAVING DETAIL ri-'� TIE INTO EXISTING PAVEMENT DETAIL PARKING LOT UNDERDRAIN DETAIL (PROJECT: l CONCRETE SIDEWALK DETAIL L J. L 3. La.1 --` N.T.S. N.T.S. N.T.S. N.T.S. Bartlett Brook 1/4- ASPHALT TREATED FELT JOINT FLUX Apartments PROPOSED BITUMINOUS PROPOSED CLASS B 1690 Shelburne Rd. CONCRETE PAVEMENT CONCRETE SIDEWALK r FNW94ED GRAD START TRANSITION SLOPE South Burlington, Vt 05403 FINISHED GRACE 1/2' A 5' OR AS 94M ON SITE PLANS �I--6•-"%T� 71 CROSS SLOPE 1 FACE OF CURB 6 PROPOSED BTUMINOUS- � � _.__ ..... _ - ---- SHEET TITLE: CONCRETE PAVEMENT RENT 7. � �§ START TRANSITIONSLOPE END TRANSITION ROPE ._ ,. � -THE NTTHH CURBING 7- 6- CRUSHED 6• ',- FACE OF CURB TOP T UD15111RBED OR COMPACTED 'E SUITABLE NATIVE MATERIAL OR .:.. 18• - sTDIE SUBBASE . 3' FNE CRUSHED`. OF WRIT END TRANSITION SLOPE NTH CURBING RUSH TOP a CURB CONTINUOUS CONCRETE CURBING TO BE INSTALLED WRHH CURING FLUSH WITH PAVEMENT AT AL CURB CUTS I . -. 16" CRANIA/Jt BORROW FILL _. STONE SUBBASE - NTH PAVEMENT Proposed 3' FNE rnuBED "� oorWua surAlurr OF NATIVE STONIE SUBBASE 15 DENSE - U NDSRIM OR COMPACTED SUITABLE t- 7'• General Site BBOORROW WITHENGINEERGRANULAR PRIOR . GRADED NATIVE MATERIAL OR GRANULAR BORN �' '- �` 6•' L , • TO CONSTRUCTION' TOP 1' TO DENSE CRASHED nLL. CONFIRM SUITABILITY OF NATIVE STONE SUBBASE -- „p ':>. i Plan Details 15- GRADED I BE TOPSOIL CRUSHED STONE SUBBASE 4 9 6'- MATERIAL AND DR " BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. .: PROPOSED CLASS B 10' y' }' }' CASs -IN -PLACE PROPOSED CLASS B CONCRETE CURBING CAST -IN -PUCE BOTTOM OF CUB RAND FINISHED BOTTOM OF CURB ARID FINISHED GRADE OF PAVED PARKING CONCRETE CURBING NOTES: GRADE OfPAVED PARKING AREA AREA. GRADE O DIRECT RUNOFF TO CURB CUT (TYP.). 1. CONCRETE FOR CURBING TO MEET ACT SPEC 541. CLASS B. AND SHALL BE INSTALLED IN ACCORDANCE WITH AOT SPEC 616.06. CURBING SOUL BE CONSTRUCTED IN 10' SECTIONS. WITH 1/0- JOINT BETWEEN SECTIONS. CURBING T�LIr SOUIi'H �}- CjT NO JOINTS SMALL BE CONSTRUCTED EVERY 20' ARID CONSTRUCTED WITH PREFORMED JOINT FILLER TO MEET NOTES: ID1E5: {J _ _ ` r I. CONCRETE FOR CURBING TO MEET AOT SPEC 541, CL6S B. AND BALL BE INSTALLED IN ACCORDANCE WITH ACT AOT SPEC 707.06. I. CONCRETE FOR CURBING TO MEET AOT SPEC 541. CLASS B. AND SHALL BE INSTALLED IN ACCORDANCE NTH ACT I. CONCRETE FOR CURBING TO MEET AOT SPEC 541. CLASS B. ARID SHALL BE INSTALLED N ACCORDANCE WITH AOT SPEC 616.06. CURBING SOUL BE CONSTRUCTED N 10' SECTIONS. WITH 1/8- JOINT BETWEEN SECTIONS. CURBING 2. FINE CRUSHED STONE TO MEET ACT SPEC 7G4.05. SPEC 616.06. CURBING SMALL BE CONSTRUCTED IN10' SECTIONSECTIONS. CURBING WITH 1/6' JOINT BETWEEN SECTICURBING SPEC 616.06. CUBING SHALL BE CONSTRUCTED IN N 10' SECTIONS,TH 1/6' JOINT BETWEEN SECTIONS. CURBING EXPANSCIN JOIMM SML BE CONSTRUCTED EVERY 20' AND CONSTRUCTED WITH PREFORMED JOINT F81ER TO MEET EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND CONSTRUCTED NTH FOR PREFORMED JOINT FILLER TD EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20• AND CONSTRUCTED WITH FOR PR90RMED JOINT FIVER TO ' AOT SPEC 707.08. 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK ARID CONCRETE CURB TO MEET ACT SPEC 707.08. MEET AOT SPEC 707.08. MEET ACT SPEC 707.06. PROJECT 2. (RANAAAR BORROW FILL TO MEET ADT SPEC 705.04. 4. GRANULAR BORROW FALL r0 MEET AOT SPEC 703.04. 1. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. 2. COMPACTION OF MATERIALS ro MET AOT SPEC 301.06. .. _ LOCATION p _. - 3. COMPACTION OF MATERIALS TO MET AOT SPEC 301.06. 5. COMPACTION OF MATERIALS TO MET ACT SPEC 301.06. s. MAXIMUM SLOPE W TRANSITION CURB AND ASSOCIATED SIDEWALK TO 5.09. 3. GRADE PAVEMENT TO DRVR TO CURB CUTS. MINIMUM SLOPE = 1%. � CONCRETE CURBING DETAIL r5-') CONCRETE CURBING AT SIDEWALK DETAIL r6-"',\ TRANSITION CURB DETAIL CURB CUT DRAINAGE INLET DETAIL. N.T.S. . N.T.S. l,J. i N.T.S. l.J. N.T.S. LJ. i rLOCATION MAP 1 = LLt2,000 GAS MARKING TAPE SHALL BE NO.: 13027 JANUARY 6 014 78'-0' (CONCRETE PAD) 1/Y GIILVANZED 2' >< 6' PRESSURE WTwI/1 ELECTRICAL CABLE MARKING TAPE BE PLLmp PLACED 8'-12' BELOW FINISHED GRAD FINISHED GRADE AS SHOWN 36'-0• (INTERIOR FENCE DYB/SION$) I 90NC. TO BE CONFIRMED CARRIAGE BOAS ( ') GIRT (�') FINISHED C,B0.pAp FINISHED GRADE REV. N DESCRIPTION DATE WITH OWNER PRIOR TO INSTALLATION. OPENING-i-12' OPEN. -I-6'- 1 CENERIIL IONS IS '.. -,. COMPACTED SUITABLE NATIVE MATERIAL ♦ COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL CONFIRM DOABLE SEED 8• 4 E EED OR GRANULAR BORROW FILL CONFIRM SUITABILITY OF NATIVE MATERIAL ARID 4 DALE a k' /0' MN. SRUBIUTY OF NATIVE MATERIAL AND GRANULAR BORROW WITH ENGINEER 40• MN. GRANULAR BORROW WITH ENGINEER PFtlOR TO 5 k+ yt VyA 4 6' TWO( CLASS B S 6' THICK CLASS B ro PRIOR ro CONSTRICTION. UNDISTURBED OR COMPACTED L::. CONSTRICTION. UNDISTURBED OR COMPACTED CAS CONDUR. COWiRY COMWIT TYPE 7 CONCRETE SLAB CONCRETE SLAB SUITAB. MA11M MATERIAL OR ELECTRICAL CONDUIT. COIWAN CONDUIT SUITA LE NATIVE MATERIAL OR AID SIZE NTH SERVICE PROVIDER. NTH /5 ROAR O • 4 WITH /5 REBAN 0 '. GRANULAR BORROW FILL SCHEDULE WITH SERVICE PROVIDERS. GRANULAR BORON FILL B 12' O.C. EAW WAY 8. c m 12' O.C. EACH MAY CENTERED IN SUB CENTEIED N STAB CONFIRM SUTABNIY a NATIVE MATERIAL AND GPANIAAR -. .. CONFIRM SUTABNTY OF NATIVE CO WTERIA AND GRANULAR 12' YNYW O SAND � • LAU BORROW WITH ENGINEER PRIOR l- IB MN. MINIMIAM OF BORROW WITH ENGINEER PRIOR �. `. BORROW AROUND AL SIDES _10__-_.__- ro CONSTRUCTION. eoRIDW AROUND ALL SIDES TO CONSTRUCTION. O CONDUIT �1-W 6•��6' 6•-_6•� g• 6•- OF CONDUIT ♦ 24'-1 �4- 6' PF45M'r� ^(H`N,r TS �..ri4':'�j; s`Z-1 NOTES: NOTES: TREATED POSTS (IMP.) � 1. ALL MATERIALS AND INSTALLATION PROCEDURES FOR SLEEVES FOR ELECTRICAL. TELEPHONE AND COMMUNICATION 1. AL MATERIALS AND INSTALLATION PROCEDURES FOR SLEEVES FOR ELECTRICAL TELEPHONE AND CDMMUNrATKN NOTES: SERVICES SHALL MEET ACT SPEC 625. SERVICES SHIALL MEET AOT SPEC 625. 1. CONCRETE FOR STAB TO MEET AOT SPEC 5/1, CLASS B. 6' MNYOM OF CLASS B12' FINE 2. SAND BORROW TO MEET AOT SPEC 703.03. 2. SAND BORROW TO MEET ACT SPEC 703.03. 1 PACTED CONCRETE 2. FINE CRUISED STONE ro MEET AOT SPEC 704.05 FINE � CRUSHED FILL MOUNDSTORMED 3. GRANULAR BORROW FILL TO MET AOT SPEC 703.04. 3. GRANULAR BORROW FILL TO MEET ACT SPEC 703.04. STONE (TYP.) POSTS (TYP.) 3. GRAM" BORROW FILL TO MEET ACT SPEC 703.04. 4. C0IPALTKIN OF MATERIALS TO MEET A)T SPEC 301.06. 4. CDIPACTNIN OF MATERIALS ro MEET Aor 5N{C }p1.06. 4. COMPACTION OF MATERIALS TO AEEf ADT SPEC 301.06.6'-0' PRESSURE TREATED 5. CONFIRM CONDUIT TYPE, SIZE AND NUMBER REQUIREMENTS NTH LOCAL SERVICE PROVIDERS. 5. CONFIRM CONDUIT TYPE AND SIZE REOUREMNTS NTH LOCAL SERVICE PROVIDER. 5. FINAL LOCATION O ENCLOSURE AND SIDING MATERIAL TO BE CONFIRMED NTH OWNER Rt10R TO CONSTRICTION. ELFYA➢Otl POSTS (TYP.) 6. CONDUIT BALL BE ENCASED IN 4' OF CUSS B CONCRETE FOR PORTIONS INSTALLED UNDER THE ROOMY OR 6. CONDUIT SALL BE ENCASED N 4' OF CUSS B CONCRETE FOR PORTIONS INSTALLED UNDER THE ROOMY OR L OR COMPACTED SUITABLE MAINE MATERIAL OR WITHIN 10' OF WATER, SEWER. GAS MD/OR DRAINAGE CROSSINGS. WITHIN 10' OF WATER, SEWER, CAS AND/OR DRAINAGE CROSSINGS r IH NUMBER: 6. SIDING MATERIAL i0 BE CONFIRMED WITH OWNER PRIOR TO INSTALLATION.UNDISTURBED GRANULAR BORROW FILL. CONFIRM SUITABILITY OF NATIVE MATERIALSHEET AND GRANULAR BORROW NTH ENGINEER PRIOR TO CONSTRUCTION. DUMPSTER ENCLOSURE DETAIL ELECTRICAL CONDUIT TRENCH DETAIL 1 GAS CONDUIT TRENCH DETAIL 1, C3.1 N.T.S. C3.1 N.T.S. L 3. I N.T.S. t 3. UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR BORROW FILL �� I/2' GALVANRED 2' r 6' PRESSURE PROPOSED 6' TALL, SCALLOP, CEDAR Wilson Consultin SUTABUIY a NATIVE wTETRIAL AND GRUCTINi FINISHED E 4' WHITE PANTED FENCING. MATERIAL TO BE CONFIRMED CAARINGE BOAS (1YP.) aRli (1YP.) WITH OWNER PRIOR TO INSTALLATION. Engineers, PLC BORROW WITH ENGINEER PRIOR TO CON61RUC7ION. GRADE wTEWML TO BE COMPACTED N B' LIFTS MAX. STRIPES/MARKINGS (TYP.) CURBING AND/OR 1 sueoi.ano ,WOT. roeI:^ CO�NETE VAN ONLY EDGE OF PAVEMENT . ,... BLOCKS .. CURBING AND/OR HANDICAP HANDICAP EDGE OF PAVEMENT PARIONC SIGN - PARKING SIGN PARKING SIGN OWNER FINISHED30 MAK. (CEOTE%PILE 2 PROPOSED 5' TALL, SCALLOP. CEDAR 12 ""`"BRIO MIN. 43,, SDa 6' MIN. BURY OEPIH _ 4' WHITE Pmm SHIM IB' II' Reichelt, Kurt 16 Laura FENCING. MATERIAL TO BE CONFIRMED e NTH ONCE? PRIOR TOINSTALLATION.1 1 L. 163 Peorl St. SEE DETAIL C3.2/4. CRUSHED 5' u� ,. FOUR LEVE NG Essex Junction, VT 05452 � 6 AND DRNMGE STONE NOTES: i II I`----------- I. WALL TO BE CONSTRUCTED OF REDI-ROCK, RECON OR APPROVED EQUAL PRECAST CONCRETE BLOCKS. CONFIRM ------------J APPLICANT: -- _--------------- FIMSWD GRADE MATERIAL MATERIAL DIMENSIONS AND DESIGN NTH MANUFACTURER PRIOR TO CONSIRUCTIOIL PROVIDE STAMPED STRUCTURAL/SHOP DRAWINGS FOR RENEW AND APPROVAL PRIOR TO PURCHASE. STANDARD PARKING SPACE HANDICAP PARKING SPACE j INE 2. FCRUSHED STONE TO MEET AOT SPEC 704.05. 6'-0' I 6'-0• --I 4' V 6' 6 3. FILTER FABRIC TO MELT AGE SPEC 720.04 FOR GEOTOIIRE FOR UIOERLAND ORAN TRECH . PIiESSLNE UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR Pizzagalli • • GRANULAR BORROW To MEET EC 03.04. 7 AOT SP 4. GRANULAR NOTES: GRANULAR BI7RRow FILL. coIEIRIR SURABIIIIY OF NATIVE MATERIAL POSTS � ) AND ORMAN Do" W IN ENCNEER PRIOR TO CONSTRUCTION. Properties LLC , PRECAST �- CONCRETE • / 5. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. 346 Shelburne Rd., Suite 601 BLOCKS 1. 6' TALL. SCALLOP, CEDAR FENCING TO BE INSTALLED ABOVE ALL RETAINING WALLS AT LOCATIONS WHERE THE WALL •� .4' MIN. 6. DRAIN PIPE AND nTrwm TO MEET AOT SPEC 710.06. DRAIN PIPE TO BE BED INTO FOUNDATION DRAIN PIPE OR NOTES. HDGH1 6 GREATER THAN 30' OR AS DEPICTED ON TW SITE PLAN. Burlington, VT 05401 DAAXNTED WWN POSSIBLE. SEE BINS FOR CONFIGURATION. 1. PAVEMENT MARKING PAINT TO MEET ACT SPEC 708.08 FOR POLYUREA PAVEMENT MARKINGS. 2. FENCING MATERIAL TO BE CONFIRMED WITH OWNER PRIOR TO INSTALLATION. SILL SITE: PINING - - PRECAST CONCRETE STEP WALL DETAIL LINE STRIPING DETAILS �3 STAINING WALL FENCING DETAIL N.T.S. C3.2 N.T.S. C3.2 N.T.S. �3 Bartlett Brook FINISHED Apartments GRADE 12' UNDISTURBED fI COMPACTED SUITABLE NATIVE ROLLING STYLE BIND 24• RA]( OR APPROVED1690 j Shelburne Rd. IWiL 6' MN. BURY DEPTH MATERIAL OR GRANULAR BORROW FILL CONFIRM EQUAL South Burlington, VT 05403 -ITT 1 .' _ _ _ _ SUITABILITY OF NATIVE MATERIAL AND GRANULAR SET RACK IN CONCRETE 12• BORROW NTH ENGINEER OR ATTACH IN FOOT MOUNT BASE PH T6 5 PRIOR TO CONSTRUCTION. MATERIAL TO BE ACTED nW CRUSHED STONE 9.6' IflELINC PAR �' CLASS B CONCR� SUB [SHEET TITLE: IN I• LOTS MM. 10' WOE AND V DEEP NTH FINISHED 04 BANS 12' O.C. EACHWAY FIVE CRUSHED STOW GRADE CENTERED N SLAB Proposed GEOTEKFLE FOR LEVELNG PAD FILTER FABRIC AO DIAINACE STOW 4' PERFORATED SON 35 PVC DRAM General Site 6 6. _ fi • ,10' Details Plan ., . NOTES: I. WALL TOETK BE CONSTRUCTED OF R-ROCK. RECON OR APPROVED EQUAL PRECAST CONCRETE BLOCKS. CDNFIRM UNDISTURBED OR COMPACTED NOTES: GRANULE NATIVE MATERIAL OR �- MATERIAL DIMENSIONS AND DESIGN WITH MANUFACTURER PRIOR TO CONSTRUCTION. PROVIDE STAMPED STRUCTUIRA/SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO PURCHASE. FILL R11L-��- \' 'c i 2. FINE CRUM STOW TO MEET AOT SPEC 704.05. 1. CONCRETE FOR SLAB TO MEET AOT SPEC 541. CLASS B. SUITABILITY OF AND GRANULAR BORROW WITHn1 2. FINE CRISHO STONE TO MEET AOT SPEC 704.05. ENGINEER PRIOR TO CONSTRUCTION. .�. rrTT��L7 ���% SOUTH GTVtY 3. FILTER FABRIC TO MEET AOT SPEC 720.04 FOR GEOTEXRE FOR UNDOWAIN TRECH LINO. 3. GRA ILA R BORROW FILL TO MEET AOT SPEC 703.04. 4. GPM" BORROW FILL TO MEET AOT SPEC 703.04. 4. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. 5. COMPACTION OF MATERMLS TO MEET AOT SPEC 301.06. 5. FINAL LOCATION OF BRIE RACK TO BE CONFIRIED WITH NER OWPRIOR i0 CONSTRUCTION. PROJECT LOCATION 6. DRAIN PIPE AND FKIINGS TO MEET ACT SPEC 710.06. DRAIN PIPE TO BE TIED INTO CAYLNRITED WHEN POSSIBIE. SEE PLANS FOR CONFIGURATION. FOUNDATION DRAIN PIPE OR 6. BIKE RACK WAND AND MODEL TO BE CONFIRMED WHIN OWNER PRIOR TO CONSTRUCTION. CONFIRM DIMENSIONS __...._.....__._. AND MOUNTING STYE WITH ENGINEER PRIOR TO CONSTRUCTION. hl PRECAST CONCRETE RETAINING WALL DETAIL EXTERIOR BIKE RACK DETAIL r5 W. L_- N.T.S. �� N.T.S. �� [ _ �icAnoN uAa i=f2,000 P ECT NO.: 13027 pAT : JANUARY 6 2014 AS SHOWN REV. NO. DESCRIPTION 1 GENERAL I 4 5 7 10 SHEET NUMBER. C3.2 EFFECTIVE LAWN PAVEMENT FINISH GRADE HYDRANT, VALVE, 4JOI-NTU RESTRNNTS ATT GATEEVALVE� BEARING AREANF oFIAc ANDWilson ConsultinWATER NOTE TAPPING SLEEVES AND VANES ON APPURTANCFS NOTE: HYDWIIS µCI APPIIRWNCES B ARE TO MEET THE MOST NTTHRUSTiEn Ineers, PLC TAPE SHALL AWIISCBLE IRON VALVE BO% I CHIMPLNN WATER DISTRICT (CWD) MANS PER CND EDT. O TIHE CHIAYPINN WATER g24'-W* BELOW COVER MAIRKED *WATER' H ARE TO MEET THE MOST RECENT EDITION SPECIFICATIONS DISTRICT STµDARD SPECIF1CAiON5 BLOCKFINSHED GRADE TAPPING VALVE MECHANICAL JOINT 7 4a OF TIE CND STANDARD SPECIFICATION FORTAPPING SLEEVES AID TAPPING VALVES' 6'-0' (WILY ' /,POWERSFAL STAINLESS STEEL o15' TO 21' ADJUSTABLE IRON VALVE BOX FWNSHED GRADE - PLUG I f _ �'"`" '",• SEE PAVING DETAINS TAPPNG SLEEVE'I YECFMNOAL JOINT WITH lEG-LIP,' WITH COVER MARKED 'WATER' • : I OWNER: COMPACTED SUITABLE oI RETAINER OR APPROVED EQUAL MWMUM FULL NATIVE MATERIAL OR RICE INSULATION AS REQUIRED EXISTING 12' D.I. MAZER VAN UNDISTURBED LENGTH O PIPE & BFWMAR GRANULAR BORROW 3/C CORPORATION IN FIRST PLUG 6' MECHANICAL ANCHOR r E sot ` °"�"'�`° j R e i c h e I t, Kurt FILL, THHOROxiEY BEDDING MATERIAL LENGTH OF PPE FOR TESTING UIDSRIRSED HYDRANT JOINT RESILIENT L COMPACTED N 6' UFiS NATIVE I DRAIN WEDGE GATE VALVE FOSTER NOTE: PLACE 11 ON PROPOSED WATER UNE MATERIAL UNDISTURBED _ 8' CUM IRON 6' MIN. 6' CL52 DUCTILE NON ADAPTER I:.; MIL POLYETHYLENE & Laura UNDISTURBED OR COMPACTED NATIVE MATERIAL - WATER SERVICE BALL EEN SUITABLE NATIVE MATERIAL OR I STOW FOR ED BEDDING SHEET 6 YN. GRANULAR BORROW FILL _ STONE FOR BEDDING 163 tion, T L, �T Essex Junction, VT 05452 a CONFIRM SUITABILITY O MA1WE ,, =i - IIEUST AND PIPE ARD/Ot ; 1I MATERIAL AND CRANUIAR . , 12' WNWUM OF _ _ BLOCK PITTING$ ro I OD BORROW MATH ENGINEER PRIOR CONCRETE THRUST BLOCK PREVENT BOND NOTES: FFF---004 TO CONSTRUCTION. 4 MIL POLYETHYLENE BETWEEN 3/A' CRUSHED BE �l THRUST STONE FOR BEDDING � f/''� `L\\ 1. WATER LIVES. VALVES AND FITTINGS TO MEET ACT SPEC 740 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH NOTES: nTnNGs AND CONCRETE . - UNDISTURBED / .I I BLOCK W, 4T. n 22 1!C ` UNDISTURBED ACT SPEC 628. SOIL APPLICANT: 1. WATER LINES, VALVES AND FITTINGS TO MEET ACT SPEC 740 AND IN INSTALLED AND TESTED ACCORDANCE WITH CONCRETE THRUST BLOCS MY m r An ROTES: MINIMUM AREA OF BEARING SURFACE OF CONCRETE THRUST BLOCKS IN SWAMFEfT MATFIRNL srIALL NOT BL PLACED ON FRO2EIN sLIWNADE 3. IN TRENCHES WITH UNSTABLE MATERIALS, THE TRENCH BOTTOM SHALL BE STABILIZED WITH FILTER FABRIC AND 4' O 3/4' CRUSHED STONE MELTING AOi SPEC 704.028 4. GRAM" BORROW FILL TO MEET ACT SPEC 703.04. 2. 3/4' STONE FOR BEDDING TO MEET ACT SPEC 704.028 3. WET TAPS SHALL BE PERFORMED BY PRE -APPROVED FIRMS ONLY, 4. ALL FITTINGS TO HAVE CONCRETE POURED MOUND THEY ARE TO BE WRAPPED WITH 4 MIL POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. 1. WATER LINES. VALVES AND FITTINGS TO MEET ACT SPEC 740 AND BE INSTALLED AND TESTED N ACCORDANCE WTH ACT SPEC 629. 2. 3/4' STONE FOR BEING ro MEET ACT SPEC 704.028. J. ALL FITTINGS TO HIVE CONCRETE POURED AROUND DIEM ARE TO BE WRAPPED WTN 1 YL POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. 3' °�° + as a m as oa 4• - W m e m at oa FNt06 W tU P W mr eta Fla A• m W FIa W M as eta +Y a�s W as W m' 11a Fla 1 mule E w1aPizzagaIll taa i Properties LLC + 346 Shelburne Rd., Suite 601 Burlington, VT 05401 as as as as as 4o as as 14 1s 10 as ss zs 1.s ,4 4o ss so 1s W..,A Hato +.0 1a 10 as 1.5 za 10 w zo 4o to c4 4s 4s 15 to wa uo ns zo �0 'a u 1.o ss vo ss 1.s 1.o as so so 1s m as so ss uo us no so zaN +s zs 1s 1.o ss ss zo 1.o ss ns 4o to to to n.o as Tao ns no m zaao 10 as ss 1y sa na Lo ao .9 me to 4a Aw no 140 ny ao no no 150 m lynx 5. WHEN 6' OF COVER CANNOT BE MAINTAINED INSTALL 2' OF RHGID INSULATION. FOR EVERY 1' OF COVER THAT CANNOT BE MAINTAINED, OVER THE PIPE EXTENDING A MINIMUM OF 2' BEYOND THE OUTER EDGES OF THE PIPE. 5. CORPORATIONS TO BE CLOSED AFTER TESTING. DISCONNECT AND REMOVE TEST COPPER. 4. ALL nTTNGS TO HAVE WEDGE STYLE RETAINER GLANDS. NAIMN Wa we99I1E • ano w OOW; a1uAp ETC NW4 • 4v W1U 7I.NKm wF WATER TRENCH DETAIL n WATER TAPPING SLEEVE AND VALVE DETAIL HYDRANT ASSEMBLY DETAIL /_�A CONCRETE THRUST BLOCK DETAIL I.J.J I.J.J N.T.S. N.T.S. N.T.S. N.T.S. Bartlett Brook LAWN PAVEMENT FINAL GRADE Apartments SPRINKLER MAN TO BUILDING �z SEWER LINE YYMNc I 1690 Shelburne Rd. DSTRBUIRE SYSTEM. S. _ TAPE SAW. BE RILiD N PI TARE PROTECTION PUNS' CROSSING 2i -30' BELOW CLEAN-aUf RING. µCI COVER South Burlington, VT 05403 FLASHED GRADE ) LABELED -SEWER CLEµ-WY j • REMOVABLE THREADED SOLID CAP • •. OR ___/5-6- L 5 -6- (IHINJ THREADED PVC ADAPTER .... ._. _.- _ __- _ ;SHEET -TITLE:. . WATER !/7 SEE PAVING DETAILS SOLD SOR 35 PVC CHECK VALVE LINE COMPACTED SUITABLE NATIVE MATERIAL, OR RIDE INSULATION AS REQUIRED 45' ELBOW WITH BALL GRIP 18' MNIMOM GRANULAR BORROW FILL 1 FLOW SWITCH i0 FIRE SEPARATION BETWEEN OUTSIDE THOROUGHLY COMPACTED BEDDING MATERIAL IN 12' LIFTS Proposed Water NARY PANEL OF PIPES 12 MIL, PROPOSED SEWER UNE SOLID 8' SCR 35 PVC WITH GASKET JOINTS and Sewer ELECTRIC FLAW .P: HARED TO AIARIF BEII 1 WATER OR / UNDISTURBED OR COMPACTED 6 �"'A� MAW MA"°'""` °� STANDARD WYE UN ISTWBED OR COMPACTED SUITABLE MA1NE Details Plan JOINT - """ CONFIRM $ OF NATIVE G AWN SYSTEM TEST DRAM LANE MATERIALBORROW AND GRAN" SUITABILITY OF NATIVE MAANC CRNIULAR PIPED TO OUTDOORS pp I INEER PRIOR BORROW MATH ENCNEER PRIOR TO CONSTRUCTION. 11 NOTES: OM+2'^ TOO CONSTRUCTIWITH ON 8' SOR 35 PVC---- __. / VERTICAL DOME CHECK PREVENIER 1. SEWER LINES AND FITTINGS TO MEET ACT SPEC 710.06 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH ACT BACK FLOW WITH GTE VALVES AND TAMPED o � NOTES: SPEC 628. BEDDING MATERIAL 91AL BE 3/4' CMISHED STONE MEETING ACT SPEC 704.02B. BEDDING MAIERLIL SWEL NOT NOTES: SOUTH BIJ LCI�� GTVfY� DEPARTMENT -2. CONNECTION I. AT CROSSWGS, ONE NLL LENGTH OF WATER/SEWER PIPE SMALL BE LOCATED 50 BOTH JOINTS WILL BE AS fµ 1.AT BE PLACED ON FROZEN SUBGIRADE, TEST COCK (3 TAR.) THE WATER/SEWER CROSSINGS 3. N TRENCHES WITH UNSTABLE MATERIALS, THE TRENCH BOTTOM SHALL BE STABILIZED MATH FILTER FABRIC µD 4' I. SEWER LINES AND FITTINGS TO MEET ACT SPEC 710.06 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH ACT SPEC 628. - WATERIOHT OF 3/4- CRASHED STORE MEETNC ACT SPEC 704.02B. DOMESTIC WATER SLEEVE AND 2, IF THE SEWER LINE IS OVER THE WATER UNE. THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAN 2. ALL PPE AND FITTINGS ro BE SOR 35 PVC WITH CASIO:T JOINTS UNLESS OTHERIWSE SPECFED. PRQIECT DSTRIBUIION SYSTEM SEAL MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 1. CJRANUAR BORROW FILL i0 MEET AOT SPEC 703.04. REFER TO MECHANICAL AND/OR PLUMBING PLANS. T 3. WHERE IT S IMPOSSIBLE TO MAINTAIN THE MINIMUM 18- O VERTICAL SEPARATION, THE SEWER MATERIALS SHALL 5. WHEN 6' OF COVER CANNOT BE MAINTAINED INSTAL 2' OF RICO INSULATION, FOR EVERY 1' OF COVER THAT 3. SANITARY CLENOM TO BE INSTALLED UPSTREAM OF BENDS IN BUILDING SEWERS WHEN CHANGE N PIPE DIRECTION EXCEEDS 45' AND AT EVERY 100' INTERVAL OF GRAVITY SEWER YIN. LOCATION BE WATER LINE PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED r0 WATER UNE STANDARDS. WATER/SEWER CROSSING DETAILW CANNOT BE MAINTAINED, OVER THE PIPE EXTENDING A MINIMUM OF 2' BEYOND THE OUTER EDGES OF THE PIPE. R TRENCH DETAILW R CLEANOUT TAI;'-1 7 Tow FLOOR I.J.J LJ.J ' N.T.S. N.T.S. N.T.S. rLOCATION MAP -- I = 32,000 FINISHED GRADE LAWN PAVOVENT SO FRAME ON MORTAR BED13027 T FINISHED BRA AND SEAL JOINT DATE: JANUARY 6 2014 LIAR 6'-0' (YIN.) AS SHOWN 24' CAST NON FRAME AND _ REV. NO. DESCRIPTION DATE (2) 5/8' THREADED RODS COVER MARKED SEWER' INSTALL PRECAST RISER DR GENERAL 2 6 I UIWT OF WORK TO BE F INSTALL POLYPROPYIONE SECTIONS TO ADJUST TO PERFORMED BY SITE MµHOLE STEPS AT 8' O.C. GRADE AS NECESSARY CONTRACTOR. CAP WATER (2) 5/8- TREADED I OR APPROVED EQUALSERVICE 4 12'BEYOND FOUNDATION WALL BASEMENT FLOOR 4'0 CONE SECTION 24' S ' WATER TIGHT JOINTS USING 2 MASTIC OR RUBBER GASKET CLASS B CONCRETE AR' SHELF AND INVERT 0' TO 4'0 BARREL SLEEVE AND SEAL FOUNDATION WALL PENETRATION SECTION AS REQUIRED CAST IN PLACE FLEXIBLE `10 6' DUCTILE IRON WATER SERVICE TO BE CONSTRUCTED BY SITE 4'0 BASE ACTION MANHOLE SLEEVES OR H EQUAL CONTRACTOR.COORDIVAINAND PROVIDE CON NTRACTOR RW85TMATE NFORftTI NO THRDDED TS WALL •A RISE MIN. SE NOTES .. 12' OF 3/1' CRUSHED SEE PUNS FOR INVERTS STONE ro EXTEND 12' I. WATER LINES, VALVES AND FITTINGS TO MEET ACT SPEC 740 AND BE INSTALLED AND TESTED N ACCORDANCE WWMOM BEYOND ALL SOES .4'. WIN ACT SPEC 629. UNDISTURBED OR COMPACTED SUITABLE 2. BACK FLOW PREVENTION SMALL BE PROVIDED N ACCORDANCE WAIN AWWA MIN. W MAUVE FIRM IT CRµUAR NATIVE 7, r_ . FILL cow SUITABILITY AT 3. REFER TO MECHANICAL. PLUMBING AND FIRE PROTECTION PLANS FOR FURTHER DETAIL IF DISCREPANCIES ARSE MATERIAL AND GRANULAR BORROW MAIN GRANULAR O W ENGINEER PRIOR TO CONSTRUCTION' BETWEEN CIVIL AND MECHANICAL PLANS REGARDING INTERIOR WATER SERVICE APPURrANCES OR THE BACK FLOW NOTES: PREVENTION SYSTEM. THE MECHANICAL PINS SHAM GOVERN. I. SEWER MANHOLE TO MEET ACT SPEC 705.04 AND BE INSTALLED AND TESTED N ACCORDANCE WITH ACT SPEC 604. 4. CONFIRM SIZE AND LOCATION OF FINE DEPARTMENT CONNECTION WITH LOCAL FIRE DEPARTMENT PRIOR TO CAST ROIL FRAME AND COVER TO MEET ACT SPECS 715.01(b) OR (c). li CONSTRUCTION. 2. 3/4' STONE FOR BEDDING TO MEET ICi SPEC 704.028. NUMBER: 5. THE PROPOSED WATER SERVICE SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE AWWA AND NFPA 13 AND 24 GUIDELINES. 3. GRANULAR BORROW FILL TO MEET ACT SPEC 703.04. ;SHEET I WATER SERVICE RISER DETAIL SEWER MANHOLE DETAIL C3. 3N.T.S. I >r N.T.S. FRAM SET ON BED LANK PAVEMENTAND LAWN PAVEMENT nN TIED GRADE �E�NTMgiiM Wlls0n Consulting INSTALL PRECAST RISER 24' CAST IRON FRAME SET FRAME ON MORTAR BED Englneef5 PLC .::... , ., SECTIONS AND COVER WVOTED • AS TO S NECEOPYLLNE AND SEAL JOINT LIMN PAVEMENT LAWN PAVEMENT STORM' FINISHED GRADE INSTALL PRECAST FEW FINISHEDw�w,el_,u.�om INSTALL SECTIONS TO ADJUST TO = 24 (MIN)1 4' CONE SECTION MANHOLE STEPS AT 8' O.C. GRADE AS NECESSARY OWNER: LID" OR APPROVED EQUAL 24' 21' CAST IRON WATER TIGHT JOINTS USING OTHERWISE NOTED SEE PAA14G DETAILS I 24' �� WATER TIGHT JOINTS USING GRATE WITH 4 FLANGES /"i MASTIC OR RUBBER GASKET COMPACTED SUITABLE NATIVEMATERIAL. OR GRANULAR BORROW I O TO 4' BARREL MASTIC OR RUBBER GASKET SECTION AS REQUIRED �� OR APPROVED EQUAL -SEE TABLE WAvI wA. w Mt TOP SECTION uMILTLR DWr:WR EXISTING OUTLET I U, R e I C h e I t, Kurt FILL, THOROUGHLY BEDDING MATERIAL COMPACTED IN 6' UFfS PROPOSED DRAINAGE LIVE SEE ITA6LL AM»�L IAA I� ;j AAA4TLR OUIEIW 4' BASE SECTION 46• .To' 0' i0 4 BARREL I �• SECTON! /S REQUIRED m' �- CORE INTO EXISTING CATCH BASIN, INSTALL DRAINAGE LINE AND SEAL DaSTING CONCRETE WITH HYDRMAIC CEMENT OR p, Laura ()L li' MHN ,, m' JI' 6' MIN. .� CATCH BASIN APPROVED EQUAL - rC b' 4' BASE SEC" 163 Pearl St. UNDISTURBED OR COMPACTED UNDISTURBED OR COMPACTED 6' WIN. DRANM,E PIPE PROPOSED DRAINAGE PIPE SUITABLE NATIVE MATERIAL OR 5' yIN, - GRAMMAR BORROW FILL SUITABLE NATIVE MATERIAL OR GRANULAR BORROW' FILL ORNNAGE PIPE UNDISTURBED OR COMPACTED SEE R� Essex Junction, VT 05452 CONFIRM SUITABUtt O MAME SEE CONFIRM SUITABILITY OF MATIK NET OR SUITABLE NATIVE MATERIAL OR SEE PLANS FOR INVERTS SEE PLANS FO2 INVERTS • MATERIAL AND GRANULAR Op BORROW WITH ENGINEER PRIOR i0 CONSTRUCTION. MATERIAL AND OANULIR 6 SEE PUNS FOR INVERTS BORROW WITH ENGINEER PRIOR Y J- i2' SUI GRANULAR BORROW FILL. CONFIRM SUITABILITY OF NATIVE 24' MATERIAL AND GRINUTAIt SUMP APPLICANT: 0D.2' NOTES: i0 CONSTRUCTION. BORROW WITH ENGINEER PRIOR �, io CONSTRUCTIM. FLEXIBLE MANHOLE SLEEVES /- '4•' . • MANHOLE SLEEVES . I. DRAINAGE LIVES AND FITTINGS TO MEET ACT SPEC 710.03 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH 12O 3/4' CRUSHED '' % R OF3/I' CRUSHED AOT SPEC 601. STONE TO EXTEND 12' 'L" t .. STONE TO EXTEND 12' /�%`y NOTES ! P I Z Z a 9 o I I I 2. BEDDING MATERIAL SHALL BE SAND. GRAVEL OR CRUSHED STONE WITH NO STONES GREATER THAN J'. BEDDING NOTES: i MINIMUM BEYOND ALL SIDES NOTES: '/ MINIMUM BEYOND ALL SIDES I. DRANAGE LANES AND FITTINGS TO MEET ACT SPEC 710.03 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH Properties, MATERIAL SFW1 NOT BE PLACED ON FROZEN SUBGFAOE. 1. DRAINAGE MANHOLE TO MEET AOT SPEC 705.04 AND BE INSTALLED AND TESTED N ACCODANCE WITH AOT SPEC I. DRAINAGE MANHOLE TO MEET AOT SPEC 7D5.04 AND BE INSTALLED MO TESTED N ACCORDANCE WITH TOT SPEC TOT SPEC 601. LLC 3. IN TRENCHES WITH UNSTABLE MATERIALS, THE TRENCH BOTTOM SHALL BE STABILIZED WITH FILTER FABRIC AND 4. 604. CAST IRON FRAME AND COVER TO THEE AOT SPECS 715.01(b) OR (c). fiO4. FAST IRON FRAME AND COVER TO MEET AOT SPECS 715.01(b) OR (c). 2. BEDDING MATERIAL SHALL BE SAND, GRAVEL OR CRASHED STONE WITH NO STONES GREATER THAN 3-. BEDDING j 346 Shelburne Rd., Suite 601 OF 3/4- CRUSHED STONE MEETING AOT SPEC 704.028. 2. 3/4- STONE FOR BEDDING TO MEET AOT SPEC 704.028. 2. 3/4- STONE FOR BEDDING TO MEET AGE SPEC 704.028. MATERIAL SHALL NOT BE PLACED ON FROZEN SUBGRADE. Burlington, VT 054O1 4. GRAMMAR BORROW FELL TO MEET AOT SPEC 703.01. }, GRANULAR BORROW FILL TO MEET AGE SPEC 703.04. J. GRANULAR BORROW FELL3. TO MEET AGE SPEC 703.04, HYDRAULIC CEMENT TO MEET AOT SPEC 701. i STORMWATER TRENCH DETAIL DRAINAGE MANHOLE DETAIL n CATCH BASIN DETAIL CONNECTION TO EX. CATCH BASIN DETAIL r4-'� iPROJECT- - ----- -_- 1 N.T.S. CJ.4 N.T.S. 1,J.4 1.J.4 1.J.4 N.T.S. N.T.S. I Bartlett Brook SEE PLANS PROPOSED POLYETHYLENE PEA GRAVEL DIAPRAJM TO BE Apartments SEE PUNS PROPOSED POLYETHYLENE FLARED END SECTION MRED END SECTION /,V\ 24' MIN \ INSTALLED ON ALL UPSLOPES 2:1 TO PREVENT CLOGGING MA%. ROADWAY 1690 Shelburne Rd. „ 1 TOP 3' TO BE Mina+ South Burlington, VT 05403 / 12 - n UNDISTURBED OR COMPACTED SUITABLE ':� : 7 .-! 6' - ._..._.- SHEET TITLE: UNDISTURBED OR COMPACTED SUITABLE MATEVE SLOPE NATIVE MATERIAL OR GRANULAR BORROW 12' WN. OF TYPE II STONE FILL A e MATERIAL OR GRANULAR BORROW FLL CONFIRM OF GRASS SWALE FILL CONFIRM SUITABILIY O MAME SUITABILITY OF NAIVE MATERIAL AND GRANULAR BORROW WITH ENGINEER PRIOR TO ro BE 0.5x UNLESS SEE OTHERWISE SHOWN ON MATERIAL AND CTANULAR B08ROW N7TH STABILIZATION FABRIC TO BE PLACED ENGINEER PRIOR TO CONSTRUCTION. UNDER STONE DISPERSION PAD UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR PANTING SOIL WITH A CONSTRUCTION. TOP 4' i0 O TOPSOIL. GRADING PLANS SEE CRVAAN2 BORROW FILL 48' COEFFICIENT O PERMEABILITY I PUNS PROPOSED POLYETHYLENE FLARED END SECTON CONFIRM SUITABILITY O MAINE (K) OF 0.5 FT/DAY MIN.Proposed SEE PROPOSED POLYETHYLENE S FLARED END SECTION �r 36' 4 / 1 A 12' NN. a TYPE II STONE FAL BORROW WIMAIETH INE IO ENGINEER PRIORONFIRM TERIAL O , . /_-IABIUZITION UIOISTHRBED OR COMPACTED SUITABLE MA1NE FABRIC TO BE PLACED SIZEE AND INVERT \\ UNDER RSION PAL) i000NSIRI1CTNxN.CONSTRUCTIONPLACEMATERIALA IN 12' TO 18' UFTS, LOOSELYStarmwater DOZER O O IBAC LNG WITFI A DetaiIs PIan SEFRI 72PLA-NS MATERIAL OR GRANULAR BORROW FILL, COFIRMSIZET \ SURABILITY OF NATIVE MATERIAL MO GRANULAR BORROWWITH ENGINEER PRIOR TO ' ,. ' 'INSTALL PROPOSED DRNNACE A FILTER FABRICTILL THE BOTTOM 3'-4'OF TAME MATE1811 SUBGRADE AND SOIL MATERIAL PRAM TO PLACEMENT O THE PLANTNG SOLCONSTRUCTION. t �. T TO' 6' TO BE TOPSOIL. LINE. SEE PLANS FOR MATERIAL. URDISTHRBED OR COMPACTED SUITABLE HAMS MATERIAL OR NOTES:PROPOSGE LANE.NS UNDSTURBED OR COMPACTED SUITABLE NATIVE GRANULAR BORROW FILL. CONFIRM SUITABILITY OF NATIVE MATERIAL 1. PUNTING SOIL MATERIAL, TESTING REQUIREMENTS, COMPACTION GUIDELINES AND PUNT INSTALLATION WITHIN A I FOR MATERIAL MATERIAL OR GRAMMAR BORROW FILL CONFIRM NOTES AND GRANULAR BORROW ARAM ENGINEER PRIOR TO CONSTRUCTION. BOEEMNTION AREA SMALL ALL MEET THE VERMONT STORMWATER MANAGEMENT MANUAL APPENDIX 83 SPECIFICATIONS SOU WGT(��F'. $UIiABIUtt O NATIVE MATERIAL MIX GRANULAR FOR LWaREIENTNNN, IT 6 VERY NpGRTANi 1D MINIMIZE COMPACTION AND THE GUIDELINES SHOULD BE FOLLOWED BORROW WITH ENGINEER PRIOR TO 1. DRMAGE LANES AND FITTINGS TO MEET AGE SPEC 710.03 AND BE INSTALLED AND TESTED N ACCORDANCE WITH EAPLICTLY. „ CONSTRUCTION. TOP 4' TO BE TOPSOIL AGE SPEC 601. .�-- NOTES: NOTES: 2. THE BOREIEINIION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING AREAS ARE STABILIZED. 2. GRANULAR BORROW' FILL TO MEET AOT SPEC 703.04. PROJECT 1, DRAINAGE LIVES AND FITTINGS TO MEET AOT SPEC 710.03 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH 1. CRARUTAR BORROW FILL ro MEET AOT SPEC 703.04. J. GRANULAR BORIROW FILL TO MEET AOT SPEC 703.04. AOT SPEC 6D1. 3. TYPE II STONE FILL TO MEET AOT SPEC 706.04(b). LOCATION 2. GRANULAR BORROW FILL TO MEET TOT SPEC 703.04. 2. GRASS SWALE TO BE USED PRIMARILY WHERE SLOPE S LESS THAN Sx OR AS SHOWN ON GRADING PLANS. 4. STABILIZATION FABRIC TO MEET NOT SPEC 720.04 FOR GEOIEXIILE UNDER STONE FILL. 4. FILTER FABRIC TO MEET THE VOW STORMWATER MANAGEMENT MANUAL APPENDIX 83 GUIDELINES FOR-�-- GEOTEXTILE FABRIC. -_ _FLARED END SECTION DETAIL r5-� GRASS SWALE DETAIL STONE DISPERSION PAD DETAIL �7 BOO -RETENTION AREA DETAIL N.T.S. N.T.S. N.T.S. N.T.S. jjL��OCATION MAP t J:2.000 SLOPE OF GRASS SWALE TO PEA GRAVEL DL"RAM TO BE COMPACTED SUITABLE 6' PERFORATED STIR 35 PVC PIPE WITH SCREW TOP COVER TO SERVE AS PROJECT NO.: 13027 DATE: JANUARY 6 2014 BE 0.5% UNLESS OTHERWISE INSTALLED ON ALL UPSLOPES ,AAA MATERIAL OR OBSERVATION WELL. COVER TO BE SET FLUSH WITH FINISHED GRADE. MAX11 SHOWN ON GRADING PLANS TO PREVENT CLOGGING ROADWAY CRANLRAR BORN SCALE: AS SHOWN � I FILL. THOROUGHLY 75' PERFORATED HOPE Rff REV. NO. DESCRIPTION DATE 12' COMPACTED IN 6' LIFTS SEE PUNS (t2' 4IN.) 1 2 6 15 I 2' TO 5' DIAMETER CLEAN I 1 WASHED STONE FILL fi' 3 UNDISTUBED OR COMPACTED UNDISTURBED OR COMPACTED 9 SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL. �, �; TOP OF SPLLWAY AVERT. SLOPE O SPILLWAY TO 4 5 SUITABLE NATIVE MATERIAL OR PLANTING SOIL WITH A GRANULAR BORROW FELL. .TO' COEFFICIENT OF PER MEABILITY CONFIRM SUITABILITY OF NATIVE (K) OF 0.5 FT/DAY MN. MATERIAL AID GRANULAR CONFlR4 MATERIAL WITH BORROW WITH ENGINEER PRIOR ENGINEER PRIOR TO -Y ✓ CONFIRM SUITABLUtt OF MAME - MATERAL AND GRANULAR 48' - / BORROW WITH ENGINEER PRIOR i0 CONSTRUCTION. ..,' _, . .'. 24 BE SET LEVEL ACROSS fOP O EMBANKIENi ENTIRE SECTION. �� S SEE PLANS I 7 9 �o --- - iO CONSTRUCTION. CONSTRUCTION PUCE MATERIAL �� IN 12' TO 18' LIFTS, LOOSELY 12' -�f COMPACTED BY TAMPING WITH A INSTALL FILTER FABRIC BETWEEN 6". - -..�a� j DOZER OR BACKHOE. SUBGRADE AND STONE MATERIAL- INSTALL FILTER FA OIL A EWFEN TILL THE BOTTOM J'-4' OF NATIVE MATERIAL SUBGRADE AND SOIL MATERIAL. PRIOR TO PLACEMENT OF ME PLANTING 8 SAND FILTER 12' OF 7Yff STONE FILL COMPACTED SUITABLE NATIVE MATERIAL OR SOIL. NOTES: TILL THE BOTTOM 3'-4' OF NATIVE MATERIAL NOTES: PRIOR TO PLACEMENT OF SAND BORROW. GRANULAR BDRROW FILL CONFIRM SUITABILITY O NATIVE MATERIAL AND GRANULAR DOWN WITH ENGINEER PRIOR TO CONSTRUCTION. 1. FUMING SOIL MATERIAL, TESTING REQUIREMENTS AND COMPACTION GUIDELINES WITHIN THE DRY SWALES SHALL ALL 1. DRAINAGE LINES AND FITTINGS TO MEET AGE SPEC 710.03 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH MEET THE VERMONT STORMWATER MANAGEMENT MANUAL APPOW B3 SPECIFICATIONS FOR BIORETENTON. IT IS VERY AOT SPEC 6D1. IMPORTANT TO MINIMIZE COMPACTION AND THE GUIDELINES SHOULD BE FOLLOWED EXPLICITLY. 2. STONE FILL TO BE 2' TO 5' CLEAN WASHED STONE 2. THE DRY SWMES MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING AREAS ARE STABILIZED. j J. SAND BORROW TO MEET AOT SPEC 703.03. NOTES: 3. GRANULAR BORROW FILL f0 THEE AOT SPEC 703.04. 4. GRANULAR BORROW FILL i0 MEET AOT SPEC 703.D4. I. GRAMMAR BORROW FILL i0 MEET TOT SPEC 703.04. � I 4. FILTER FABRIC TO MEET THE VERMONT STORMWATER MANAGEMENT MANUAL APPENDIX 83 GUIDELINES FOR ___� ___. SHEET NUMBER: GEOTEXTILE FABRIC. 5. FILTER FABRIC TO MEET THE VERMONT STORIMIATER MANAGEMENT MANUAL APPENDIX B3 GUIDELINES FOR 2. TYPE I STONE FILL TO MEET AOT SPEC 706.04(W). GEOTEXTILE FABRIC. DRY SWALE DETAIL g� INFILTRATION TRENCH DETAIL 1g - -_ EMERGENCY SPILLWAY DETAIL ,1 C3.4 1.J.4 1.J.4 N.T.S. N.T.S. N.T.S.1.J.4 - ----------- --- INFILTRATION BASIN CONSTRUCTION NOTES: Wilson Consulting 1. THE STILLING BASIN AND LEVEL SPREADER SHALLBESTABILIZED WITH A MINIMUM OF 12' OF TYPE I STONE FILLEngineers, FILL PLC MEETING ACT SPEC 706.04(a). i �eleoil iixa'vco 2. THE EARTHEN EMABNKMENTS SHALL BE CONSTRUCTED PATH SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL'' I 1/4' o ROAD AT MEETING ACT SPEC 703.04. _-___---- -------- To.,w.. m,�•) OWNER: 6. O.C. 3. GRADING OF THE BASIN SHALL BE PERFORMED AS CLOSE TO DESIGN AS POSSIBLE TO ENSURE ADEQUATE VOLUME- ARE PROVIDED TO MEET THE VERMONT STORMWATER TREATMENT STANDARDS. SIDES SLOPES SHALL NOT EXCEED 31HAV 12• SOR DRAIN PIPE WITH ADJUSTABLE � AND A SAFETY BENCH SHOULD BE INSTALLED AS SHOWN ON THE DESIGN PLANS. ' VALVE BOX LOCATED 4. WOODY VEGETATION MAY NOT BE PLANTED OR ALLOWED i0 GROW WITHIN IS FEET OF THE TOE OF THE Reichelt, Kurt; INSIDE THE STRUCTURE& EMBANKMENT AND 25' FROM THE PRIMARY SPILLWAY STRUCTURE Laura 5. REFER TO THE LANDSCAPING PUNS FOR THE SOIL, SEED AND FERTILIZED REQUIREMENTS FOR PERMANENT STABILIZATION. 163 Pearl St. 36• HOPE DRAINAGE 6. AN ANTI -SEEPAGE COLLAR OR FILTER DIAPHRAGM SHALL BE PROVIDED FOR EACH BASIN OUTLET CULVERT. LOCATE ! Essex Junction, VT 05452 OUTLET PIPE THE COLLAR OR DIAPHRAGM NEAR THE MID POINT OF THE EARTHEN EMBANKMENT, l 7. THE INLETS TO THE BASIN OUTLET PIPES STALL BE APPROPRIATELY ANCHORED AND PROTECTED i0 ENSURE ANTI -VORTEX TRASH RACK SHOP 2' x 2' x 1/4' CLOGGING AT THE INLET DOES NOT OCCUR. - APPLICANT: ! l FABRICATED AND SET ON COVER. ANGLE ASPHALT COATED CORRUGATED 1/4• PATE B THE EMERGENCY SPILLWAY SHALL BE STABILIZED WITH 12' OF TYPE I STONE FILL MEETING ACT SPEC 706.04(a). AL GALVANIZED METAL WATER TIORT JOINTS USING 9. UPSTREAM CONSTRUCTION SHALL BE COMPLETED AND STABILIZED BEFORE CONNECTION TO THE INFILTRATION 157.50' MASTIC OR RUBBER GASKET FACILITY Pizzagalli TIE RODS TO SECURE 1 BARRfl SECTION VALVE BOX AS •1-24•—I 10. A 12' PERFORATED SDR 35 PVC EMERGENCY DRAIN PIPE SHALL BE INSTALLED IN CASE OF STANDING WATER � Properties, LLC PROBLEMS. DRAIN PIPE SHALL BE ENCASED IN A MINIMUM OF 6' OF 3/4' CLEAN WASHED STONE ON ALL SIDES, WITH NECESSARY 3 MIN THE STONE WRAPPED IN FILTER FABRIC. CLEA14OUTS SHALL BE INSTALLED ON THE DRAIN PIPE AS SHOWN ON THE INSIDE �E LOCATED ON THEN PIPE TO HAVE AN ADJUSTABLE GATE VALVE AND BOX 346 Shelburne Rd., Suite 601 FINISHED GRADE. INSTALL 1 �� ,>, FILL AS NECESSARY TO •• STRUCTURE. VALVE HANDLE SHALE ACCESSIBLE AND SECURED�� �APPROVED EQUAL ( Burlington, VT 05401 PROTECT INLET PIPES VALVE SHALL BE TESTED AND CLOSED AFTER INSTALLATION TO ENSURE PROPER OPERATION. FROM FROST BASE SECTION ANTI-SEEP COLLAR TO1 MID INFILTRATION BASIN SPECIFICATIONS -- / r 60 W POINT EARTIREN 1 N.T.S. 6• MIN. ,• EMBBKMENT IPROJEcr L Bartlett Brook 1" HOPE DRAINAGE 15300' PIPE — OUTLET B, Apartments 51ao z RAIN EMERGENCY DRAIMN 1690 Shelburne Rd. PIPE WITH 12• SUMP South Burlington, VT 05403 ADJUSTABLE VALVE 150.00' CAST IN PIACE FLEXIBLE INS DE BOX THHESTRUCTURE ..• MANHOLE SLEEVES (IYP.) �'.. 1TED 2' OF 3/4' CRUSHED SHESTONE ET TITLE: TO EXTEND 12' / � uINIMtw e6Yae0 AIL slDEs \'U' NDISTURBED OR COMPACTED SUITABLE NATIVE l MATERIAL OR GRANULAR BORROW FILL. CONFIRM SUITABILITY OF NATIVE MATERIAL AND GRANULAR Proposed BORROW NTH ENGINEER PRIOR TO CONSTRUCTION. Stormwater i Details Plan i NOTES: - — -- 1. DRAINAGE MANHOLE TO MEET AOi SPEC 705.04 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC 604. - -- ,�-;-- ---- . -: `ANY 2. DRAINAGE LINES AND FITTINGS TO MEET ACT SPEC 710.03 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH ET}T 7T]]� 1r',�TJJ,�rT V,i 1 SOUTIL 8 Ikf G"PVtY/ ACT SPEC 601. '-'YYY 3. 3/4• STONE FOR BEDDING TO MEET ACT SPEC 704.02B. ], - 4. GRANULAR BORROW FILL TO MEET ACT SPEC 703.04. 5. BASIN ORNN PIPE TO HOVE AN ADJUSTABLE GATE VALVE AND BOX LOCATED ON THE INSIDE OF THE OUTLET PRO ECT LOCATION � T STRUCTURE VALVE NWDLL SHALL BE ACCESSIBLE AND SECURED i0 STRUCTURE WITH TIE RODS OR APPROVED EQUAL _ VALVE SHALL BE TESTED AND CLOSED AFTER INSTALLATION TO ENSURE PROPER OPERATION. f i DRAINAGE OUTLET STRUCTURE DETAILS 7 J1 L — ----� --I ------- —� 3. N.T.S. I LOCATION MAP 1 = 11,600� ---------------------- --- PR0. IECT NO.: 13027 DATE: JANUARY 6 2014 SCALE: AS SHOWN REV. NO, DESCRIPTION DATE 1 1 GENERAL REVISIONS 2 6 15 2 GENERAL REVISIONS 3 4 5 6 F20 7 B I 9 10 _ l I I i I I I I ';SHEET NUMBER: C3.5 0 �y O Q4 A few ShNbunEe Rol 5 Oreen Aft Dr. 9 Green Mt Dr. Grid North MDT Partnership, LLP MDT Partnership, LLP p` V 39D P 222 V. 496 P 166 Thom. Chase See Note 2 V. 961 P. 140 Paved Parking Poved CIRF Flush ue or— —�i� S85'09'16'E ) S85'13'20'E Ls 7s1 _ _ _ �t'� _ S85'12'42E CMF S85'09'16'E 217.80'_ CMP �� Fwsn a3 _ _ B1.73'_ �F 166.19' _ 133.65' 0.7' AG 10' SETBACK 0'3' BG —� PROPOSED 10' Tips NE 0.1'3 1. D/lVe •VI'rans• < EASEMENT FOR - n euRED uIiES _ I� 1 ^ 1�No Proposed I I I c Ovrhd. Wires I Lot G /� I n' 0. Cu1.OAce I gPro ed " (DMMOreeuemo) T. c o 1 Lot 1 l o, C- a rp�.�.ya,�,,,w� ►per P ,^C ` PROPOSED 10' I B YO LIES 8. 14 Acr QV 10 Cb SEXIER EAMMEN1 4O' W/de FOR COMMERCIAL ��EE�1p�I to C R.O.W.I PROPER, 1 MT�14S ) I\ N I m o a 85�09'16• W 217.80' ` C U CMP 40.00 CMP Y w I 26.17' < 1 i 6Wlde n 00 'AWW E89~ �— Cmc'd. inv I t0 Stets W Vr n. point o o V.599P.154 �' o' (tm)n z 1 I O CMP --— '.y _--__� o CI -I\9� - 17.45' qfp�- C3 G4 C4 CMP-------- 58191.270•E-------f, 7.10' � CMF Le I C2 GB Proposed 50' W►de R.O.W. $ 0, BG CMP _ CS _292.29' _ Exist. _ C-1 — ✓' CM' P N 85'10'30'IN—__--_— t Povetl f-Hydro,t Heotlral11 I I 1••-�- ' I I I V. 599 P.164 1690 Shelbume Rd. `- Break K. V. Reichelt _ I 17� snelbfrrne Rd WI IS=� E Revocable Trust <— Brook Lark V 4Inns,.26 1� o I V. 415 P. 131 Cu MA °Ma Easerrft V. 395 P. 117 x 1� - Easement Note Pole & guy easement deeds recorded in Vol. 395 Pg. 117 and Vol. 415 Pg. 202 call for poles numbered 53 & 53-30. in the field the poles are numbered 52 and 52-30. - Reference Plats or Plans - A. "Property Plan - Green Mountain Power Corp.", dated September 1967, by Webster -Martin, Inc. Map Slides 88.2 and 88A of South Burlington Land Records (SBLR). B. "National Life Insurance Co.", 12 June 1973, by Webster -Martin. Slide 101.3, SBLR. C. "Overall Site Plan - Staybridge Suites Lot 11", last revised 7 August 2000, by Krebs & Lansing Consulting Engineers, Inc. Slide 381.5, SBLR. D. Boundary Retracement Survey MDT Partnership, LLP', last dated 26 July 2010, by Button Professional Land Surveyors, PC. Map Slide 546.3 SBLR. E. "R.O.W Plans - Shelburne -So. Burlington Proj. F-EGC-019-4(19)", circa 2002, by VTrans. Of record in District Engineer's Office. Location Map NOT to SCALE - Survey Notes - 1. Purpose of this survey and plat is to a.) retrace, monument and document the exterior boundaries of lands conveyed to Kurt V. Reichelt Revocable Trust by two (2) deeds of Kurt V. Reichelt, dated July 24, 1997 and recorded in Vol. 415 Pg. 131 and Vol. 415 Pg. 134 of the South Burlington Land Records; and b.) depict the proposed lot lines, rights -of -way, and easements of a proposed 2-lot PUO. Other property lines and names of abutters shown are for reference only, and are not embraced by the certification statement below. 2. Field survey was conducted during May -June 2013 and consisted of a closed traverse utilizing an electronic total station. Bearings shown are referenced to Grid North, Vermont Coordinate System of 1983, based on our GPS observations on or near the site. 3. Corner markers set / proposed consist of 4" square concrete monuments with aluminum caps stamped "Civil Engineering Assocs. - VT LS 597", typically set flush with ground. NETTEsWM% V. 415 P. V." e V. 4W P. 74�I 6 9.14 Acres Total I , . N GAB' 6 A&W Pole 6 Guy Fmerli t- 1� V. 415 P. 202 ( l(wr anchor. r CJRF 0. AG J✓ ' IAa. ''LS 004• 10' SETBACK Braoken CMF P/aro.a - ' BG —Replcced --+r—•- N85'27'21'W 300.05' -- —� AG W (U o MOTEL ° °T BUILDING v I ZI I r -8 _I I 1700 Shelburne Rd. Paved Parking Smart Suites, LLC (Motel) I M V. 547 A WIS F, Brake, CM5' I o BIG L-- GRAPHIC SCALE w 1 1 1 11 21O 1710-1720 Shelburne Rd. nEnNMNMW Lark Inns, LP ( IN FEET) V. 413 A 326 1 inch = 60 ft. Trunslurm« E& — Ttl. Comm. Eq 0. k / ° vd To the best of my knowledge and belie/ this pier depicts the results of a survey conducted by me as described in "Survey Notes" above, based upon our analysis of land cords and evidence found in the field. Existing bounden. shown are in substantial conformance with the cords, except as noted. This plat is in substantial compliance with 17 VS4 1403, "Recording of Land Plats". This statement valid only when accompanied by my original signature and seal. Timothy R. Cowan VT LS 597 Sea/ 9 n _ST_ — —OE— — Poved Parking (Motel) To Harbor Vlew Rd. -> Fri - R.O. W. Curves & Short Lines - CURVE RADIUS ARC LENGTH DELTA ANGLE C1 125.00' 53.62' 2434'47" C2 75.00' 60.64' 46'19'28' C3 125.00' 90,62' 41'32'12" C4 75.00' 25.66' 19*36'21" C5 125.00' 42.77' 19'36'21" C6 75.00' 54.37' 41'32'12" C7 125.00' 101.06' 46*19,28" C8 75.00' 32.17' 1 24'3447" 79 12%00' 45.97' 21-57'05" C10 80.00' 30.65' 121'S7'05" Legend - SUBJECT PROPERTY LINE CMF O CONC. MONUMENT FOUND OTHER APPROX. PROPERTY LINE IRF/CRF Q IRON/CAPPED ROD FOUND R.O.W. SIDELINE CMS/CMP O CONC. MONUMENT SET/PROPOSED EASEMENT SIDELINE AG / BG ABOVE / BELOW GRADE BUILDING SETBACK STORMWATER LINE STREET LIGHT OVERHEAD ELECTRIC oo� UTILITY POLE CB M O CATCH BASIN APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF , 2014, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF , 20 , BY , CHAIRPERSON. RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT O'CLOCK ON THE DAY OF 20 ATTEST.' , CITY CLERK PLANT LIST KEY BOTANICAL NAME COMMON NAME CITY. SIZE REMARKS TREES: AG Amelanchier grandiflora'Robin Hill' Servicebeny 9 2-2.5" Cal. B&B, 6' Branching Ht. AR Acer freemani'Sienna Glenn' Red Maple 11 2.53" Cal. B&B, 6' Branching Ht. AS Acer saccharum'Green Mountain' Sugar Maple 11 2.53" Cal. B&B, 6' Branching HL BN Betula nigra'Heritage' River Birch 15 14-16' Tall B&B, Multi Stem PGa Picea glauca White Spruce 3 8-10' B&B, Full PGb Pima glauca White Spruce 7 6-T B&B, Full ZS Zelkova serata Green Vase' Japanese Zelkova 17 2.5-3" Cal. B&S, 6' Branching Ht. SHRUBS: CS Comus sencea'Isanti Red Twig Dogwood 51 24-30" Wide B&B, Plant 60" o.c. HP Hydrangea paniculata Pinky Vlnky Pinky Vlnky Hydrangea 14 30-36" Wide C.G., Plant 48" o.c. IJ Ilex verticAllata'Jim Dandy' Winterberry Holly 8 24-30" Wide B&B, Plant 30" o.c. IV Ilex verticillata'Red Sprite' Wnterberry Holly 45 24-30" Wide B&B, Plant 30" o.c. RA Rhos aromatica'Gro Loy/ Dwarf Fragrant Sumac 108 24-30" Wide B&B, Plant 48" o.c. SD Salix discolor Pussy Willow 41 24-30" Wide B&B, Plant 36" o.c. ORNAMENTAL GRASSES: CA Calamagrostis acutiflora stricta'Karl Forester' Feather Reed Grass 396 2 Gal. C.G., Plant 24" o.c. DC Deschampsia cespitosa'SchotOand' Tufted Hair Grass 74 2 Gal. C.G., Plant 24" o.c. HO Helicotnchon sempervirens Blue Oat Grass 91 1 Gal. C.G. Plant 18" o.c. MS Miscanthus slnensls gracillimus Maiden Grass 59 2 Gal. C.G., Plant 48" o.c. PH Pennisetum alopecuroides'Hameln' Fountain Grass 59 2 Gal. C.G., Plant 30" o.c. PV Panicum virgatum Shenandoah' Shenandoah Switch Grass 35 2 Gal. C.G. Plant 30" o.c. PERENNIALS. At Asclepias incarnate Swamp Milkweed 100 1 Gal. C.G. Plant 18" o.c. CH Chrysanthemum x superbum 'Becky Becky Shasta Daisy 25 1 Gal. C.G. Plant 18" o.c. EP Echinacea purpurea Purple Coneflower 25 1 Gal. C.G. Plant 18" o.c. EJ Eupatorium purpureum Joe-Pye Weed 55 1 Gal. C.G. Plant 18" o.c. HS Hemerocallis'Stella Doro' Stella Dora Daylily 94 1 Gal. C.G. Plant 18" o.c. IE Iris versicolor Blue Flag Iris 35 1 Gal. C.G. Plant 18" o.c. RF Rudbeckia fulgida'Goldstrum' Blackeyed Susan 145 1 Gal. C.G. Plant 18" o.c. SL Salvia x superba'May Night May Night Salvia 25 1 Gal. C.G. Plant 18" o.c. ST Sedum'Autumn Joy' Sedum 177 1 Gal. C.G. Plant 18" o.c. PERENNIALS: Seed Mix-B Wet Meadow/Detention Basin Mix (Vermont Wetland Supply, Co.) Apply at a rate of 11b per 1.200sf NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS AND LAWN DETAIL. 4. REFER TO DRAWING LA-102 FOR PLANT MATERIAL INSTALLATION DETAILS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION. 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING. 7. FOR SOIL BACKFILL IN THE RAIN GARDEN BASINS, REFER TO CIVIL DRAWINGS, SPECIFICATIONS AND DETAILS. �i I 1 � PROPOSED 1. ACRE COMME 50- FRONT YARD +^ DEVELOPEIEMI SITE t to SETBACK I i 1 / I I �ITY I � 1 ( I I , �.6 4 �J rz rA ►� t2i ` tz Q d 'z _.1 ILt 1 y 1 l I i I , II �'°� �■� �1� Ei � !I III dill /� ai ^ei ■ o° �If 1 o. Nee PIa e�yy.�I PROPERTIES Developer Budi,gum,I i 11 ,1 j J — 1t { � / J,J` Hi�Y TIN !ITV •S� X X X X X X _��� --> X X X X X X X` �J,X % X X X % � x x x x x \`1 "r' x x x x-I OFT x X — x x x x x x x1 \\ S x �x x x _x x x x x x -x--x-� x x x x x x\ x.-<x x x x-------- y- x- zL_x -- K- x' x x x oA x x x x x x x x x x' x�r�'x�a- F• >t-Ix x x/ x.'--x�x�( x x x x x x�x� -- x .K x x x x x y4 x x x x x Jt� x x x X X,..., x/ Iy\ k r6(i' SWtFAW X X X X'-x X X X x x x x X X / v�1f X 9i X X X Y( % % X i X' x % k X X �X—R� I > \\\ X .X X _.,Jj/ X X h X X X % l\j( X x 'VL' • ,,�� k X X X *�7( X k X X X X '-R .� X '\� x Brix' x x x x x x x ?t, x x x g��nY x- xJ x x x J x x 0LAS5 II x x x —x x x > 1�c x y( x x x x x x )4 x x x 12� xxx x x x /x x W� DS x x ._x x x'- 1 x )1'v x X X X % k X % �x. X x x % X X x X /X X X X % X•,r X X X X X X X X x} X X X X �1F �(-- X yC_ x X X- x x x x x fir---x--'4@-- x .-'X 'k z yc.-,x_ _ __x Y- `� x x x x,,,ri x-x1 x .25... \'<x-,.X-_•^-� ram. X �k-'x x •Jl��. X. Y k x Issued for Construction Skxl--�x x x X X h1-9 0 20 40 1. X x 1 X �X,- 1S/" GRAPHIC SCALE. 1-=4Q North - i solo. 1' = M' \ v I - _ r --- - - _ - ``�--""_,,.�,�' / fir` ---�% �' D.—By. MKIN + it Checked By. MKW l�� ' •(� Revisicne. � I Iv i Tide LANDSCAPE PLAN Sheer Number LA-100 Propci Numbe, Fib: I -i s_ \---Lt_2�99 5 __ ----- — _ - ----= - �18' �— — _ — S/ F; Go I d I I N 0 I I I 1 I i 3•Blrt PROPOSED 1.4 ACRE 2-Ppb COMMERCIAL i 50' FRONT I DEVELOPMENTS SITE 1$I } I — YA� D �I I �' I+ SETBACK � I 34I 24iGb O I p / I 1+N 25-SL / 13-HS POOL > i •PG9 I u S�1� I 1 -P6b 5- I rd Yi'I I i 11 / 2-BN P I I ( I I I 1-PGB D L- III 1 I 1-PGb II`I ,1 I I I i I r---I II I I 1 I 3-HP _ f 218' 00 1 I RIVER COBBLE DRIP EDGE 1 SEE DETAIL GUA-102 -- t166.2 ~III ('ono' 800001�} 1 r �O�A 1� 11 � �ooe ■I 1l 00g2b?e / y: DOWN AKtA SEE DETAIL HkLA-102 C RIVER COBBLE 0 �y �.le � �. •fir . DRIP EDGE 32-H b1.b Y s'SEE . 0 1 OpO� e p0on0o�8 "� u 1 -p `Ogoe�lcli .,, •� � v .Op�1 ��r��1•• : O A �� O♦I&A1 tr li E ''►lif �� s` . i / `ta� www sue` 2-CA 90 15-CA I BARTLETT BROOK APARTMENTS 1 South Burlington, Vermont -- -- /t133.6 ry t5 _7�1 Mix-B 14J _ii�U Ew- / 35-Al 17-P I 25D 35-R / -44V 1-IJ 45-STI 1s-OC 55-EJ 13-C'. 230sf peep Mix-B 6-SD 04VI -tJ MAL" LAWN 880sf Seed Mix-B WSEGROUP tat C h u r c h 5 Beet Burllnpipn V205401 I d. p02992.009a I ._ 9roap. I.enacs.Aa��l.s.�a al.nne�. i PIZZAGALLI PROPERTIES Developer / I 14111.11—Road-Suit fill Burlinpbn, VT 05401 802.660.6600 I I I I' Issued for Construction 0 la 2a 4a ' I GRAPHIC SCALE: 1•=21" I 1 I Scple: V .20 Dale 0208.2015 I Drawn By MKW Cftecketl By. MKW Revisions-. -- - 1 I I 44 EXISTINgTRE �,.. ` TOREMAIN>1- \— _- \ ift LANDSCAPE PLAN -WOODS .i/,�4j .} �-� '�-�-- \. .•^`-- � / ice' �- \ � - �� •�� � \� ----- � � i �_ X X X X X X X X X --ZC \/ \ \ X X X X X X X l �;'X X X X X XN. NOTES: 1. BOULDERS ARE TO BE HANDLED USING STRAPS OR RUBBER MATS TO PREVENT SCARING. SCARED BOULDERS WILL BE REJECTED. 2. LANDSCAPE ARCHITECT TO ASSIST CONTRACTOR WITH PLACING BOULDERS IN THE FIELD. BOULDER (To be selected by Landscape Architect) SET BOULDER SO THE NATURAL CAMBER OF BOULDER IS BELOW FINISH GRADE 6" TOPSOIL COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL F LANDSCAPE BOULDER �J SCALE I/2"=1'-0" d-boulder landscape.dwg PLANT SPACING NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. PLANT CENTER PLANT ROW SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED ALL EQUAL OR SOILS ARE PRESENT AS SHOWN ON NYLON STRAP PLANTING PLAN WITH 3/4" GROMMETS, REFER TO SPECIFICATIONS SPACING 'D' NUMBER OF ROW'A' PLANTSISO. FT 8'O.C. S1 o- 4O.O. 41— ­1 W O.C. Slid" 0.12 SIP O.C. 26Am 0.18 21 C. 20.18' ­ 1. WANIITY OF SHRUBS AND SPACING ASNOTEDIN I`—n GSCNEWLE. 2. GONTINUWS PLANTINGPITS FILLED VAIN PLANTING MIX PER THE MPTN AS NOTED IN THE SPECIFICATONS IS REWIRED. FINISH GRADE MULCH, AS SPECIFIED NOTE: - w -- SHRUB ROOTBALL 1. AREAS AROUND BUILDING WHERE WATER DOES NOT SHED DOWN FROM ur —CONTINUOUS PLANTING PIT THE ROOF, INSTALL DRIP EDGE 12" FILLED WITH PLANTING MIX FROM FACE OF BUILDING. REFER TO SPECIFICATIONS 2. IN AREAS WHERE r-0' sEE PI1H 02918 SOIL PREPARATION WATER DOES SHED DOWN FROM ROOF, kgN FOR SPAgNO INSTALL DRIP EDGE 12" FROM EDGE OF ROOF SUB GRADE LINE ABOVE, UNLESS NOTED OTHERVISE. r4l"MINUS RIVER COBBLE, �A'�SHRUB PLANTING INSTALL FLUSH WITH SURROUNDING GRADE. ' COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT �v SCALE: 1/2" = 1 r-U" PROVIDE STONE SAMPLE FOR APPROVAL BUILDING EDGE II—III—I11—_ _ -III=I I=III—_III—_ _ LINE DRIP EDGE W/ MIRAFI FILTER FABRIC 50OX -I I I-III—III=I I I —I I I�—'j STEEL EDGING PAINTED BLACK —III—III I —III —III MANUFACTURER: BORDER CONCEPTS EDGING: BORDER KING STAKES: 24"LONG CONTRACTOR TO PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL / l RIVER COBBLE DRIP EDGE COMPACTED SUBGRADE V SCALE 1/2"= 1'41" d-river cobble drip edge.dwg CONCRETE WALK REFER TO CIVIL AND ARCHITECTS w.1a DRAWINGS FOR LAYOUT I �— LANDSCAPE BOULDER SCUPPER WATER TO SPLASH DOWN ON BOULDER, POSITION BOULDER _ - - -7 - '-- —1 TO ALIGN WITH SCUPPER, FINAL - PLACEMENT MAY VARY. C. LANDSCAPE BED 11 _ SEE PLANTING PLANS -- - — RIVER COBBLE DRIP EDGE I SEE DETAIL GXLA-102 FASTEN WIRE BELOW POINT OF - — MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK 2 1" HARDWOOD STAKES. ALIGN — STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND, REFER TO TREE STAKING DETAIL TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION - W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE DECIDUOUS TREE TOP OF ROOTBALL, ROOT FLARE SHOULD BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, THEN SCRAPE OFF THE TOP LAYER OF SOIL BUILD UP ON TOP OF ROOTBALL FROM NURSERY. 2" HEMLOCK BARK MULCH REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP FROM ROOTBALL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SOIL PREPARATION SPECIFICATION FINISH GRADE NOTE: 1. ALL TREE PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL, REFER TO SOIL PREPARATION SPECIFICATION. TREE PLANTING BEDS INCLUDE PARKING ISLANDS. %A"\ TREE PLANTING n SCALE 1/4"= V-0" p-decicitree.dwg PLANT SPACING PLANT CENTER - PLANT ROW SEE PLANTING PLAN FOR SPACING AND QUANTITIES SEE PLANTING LIST FOR PLANT SPACING 7SET AT ORIGINAL PLANTING DEPTH FINISH GRADE MULCH AS SPECIFIED CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SPECIFICATIONS 02916 SOIL PREPARATION SUB GRADE D PERENNIAL PLANTING SCALE: 1/2" = 1' 0" LANDSCAPE BED — LAWN REFER TO SPECIFICATIONS FOR SEEDING OR SODDING INFORMATION SEE PLANTING PLANS 6" TOPSOIL REFER TO SPECIFICATIONS III -III -III -III -I I - COMPACTED I-III-III-III=III-I -II i I 1=III=III=III=III=I I I SUBGRADE H SCUPPER SPLASH DOWN SCALE 1/2"= 1'-0' d-Scupper splash down.Wwg E LAWN � SCALE 1" = 1'-0" pJawn.dwg / 181r \ E) ALIGN STAKES PARALLEL I�� W/ ROAD OR WALKS EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS WIND \DIREC�TIONVAILING ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120' 120` ' 3" CALIPER TREES ORLARGER- ALIGN 2 STAKES PARALLEL � " 1 6 W/ ROAD OR WALKS O 2 o f EDGE OF WALK OR CURB C. TREE GUYING B TREE STAKING LAYOUT NO SCALE BARTLETT BROOK APARTMENTS South Burlington, Vermont 0SUG"UP 131 C h u r o h S t r e I Burlln Oro n. VT 05401 r. eaz as2. ddae Im. 85.2440 ouD com LMEsnce Artl,eecNvtl Pbme2 PIZZAGALLI PROPERTIES Developer 346 Shelbuma Road -Suite 601 BUrlirlgbn VT 05401 802 EBO.ENO Issued for Construction IIIIMI Scale: AS NOTED Data 02.06.2015 Dr By: MKW Checked By: MKIN R­­- Tifl. LANDSCAPE DETAILS Sheet Number LA-102 p-stake.dwg Pr<la<1 Ndmbar: Fib: 3'-S' PLAN 0 fV N Y z a w w q w lh m j T-V CONCRETE PAD, MATCH DESIGN SPECIFICATIONS OF NEIGHBORING WALKS. BIKE RACK DERO "HOOP RACK" www.dero.com IN GROUND MOUNT, CORE DRILL NTH NON -SHRINK EPDXY GROUT. INSTALL USING MANUFACTURER'S RECOMMENDATIONS FOR NEW SIDEWALK INSTALLATIONS. NOTES: ELEVATION 1. COLOR TO BE BLACK POWDER COAT. 2. LOCATIONS TO BE VERIFIED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. B BIKE RACK SCALE I"-V d-bike rock typ.dwg N Zr 4 M NOTES: 1. INSTALL GRILL PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE SUBMITTAL SHOWING SHOP DRAWINGS FOR REVIEW AND APPROVAL. 300 sq inch GRILL WITH ADJUSTABLE GRILL F POWDER COAT BLACK FINI I IIIIIIIIIilllll I IIl1I1lIlIIlIII, e ELEVATION N CONCRETE WALK REFER TO CIVIL DRAWINGS — SUB -BASE MATERIAL I Id III El I I I I I I I REFER TO CIVIL DRAWINGS _ 4,000 PSI CONCRETE BASE I -III �NIL, COMPACTED NATIVE SUBGRADE I I=I I MANUFACTURER: lI I I I I I HIGHLAND PRODUCTS GROUP, LLC. w Ahepadccatalog.eom V-0,. (Or Approved Equal) BARBEQUE GRILL A SCALE 1" = V-0" d-barbeque griLdN,g BARTLETT BROOK APARTMENTS South Burlington, Vermont ASEGMUP 131Chutc hetl••t Be r 1,natd. VT 05401 r. N2.saa 2' N.seea.e o to ee ••.toue. com user eaa..cr r,aor.,.. PIZZAGALLI PROPERTIES Developer 3 6 Shelbume Reed - Sude 601 BudmiBd VT 05401 802 660 6800 Issued for Construction Scal,. AS NOTED Dale 02062015 Drawn By MKW Checked By MKW R.—.- Title LANDSCAPE DETAILS Sh..t N—hb , LA-103 Projed Number Fib: FIXTURE AND POLE SPECIFICATIONS Fixture A: Fixture B: IXJC Manufacturer: Cooper Lighting Manufacturer: Cooper Lighting Fixture: McGraw Edison-Gleon Fixture: McGraw Edison -Glenn Configuration: 1 Configuration: 1 Optics: T3 Optics: T3 Lamp: LED 4,000K Lamp: LED 4,000K Color: BLACK Color: BLACK Options: P Options: P Pole: SSA4M20W (20' Pole) Pole: SSA4M20W (20' Pole) Fixture C: Notes: Manufacturer: KIM Lighting 1. Fixture labels with an' are on W raised pole Fixture: CB32 - Compact Bollard bases. Poles will need to be fabricated so all Lamp: 15watt LED 4,200K mounting heights from finished grade are Color: BLACK consistent at 20'. N I PROPOSED 1. ACRE COMMERCIAL 50' FRONT DEVELOPMENTI SITE ►-- YARD �j I j l l N SETBACK I i I T oil/ I I ! I i I r �rrrrr�r T yCo (S� , oco LO159 � } - A LIGHT POLE FOOTING -FLUSH °1F I 1 BARTLETT BROOK APARTMENTS / 133.6 South Burlington, Vermont t_ /' � - Y / I A ,,,,yy LASED T I ; t i 11 ^5 B4* to .......... , www. segcou D�com l.Mcr/PDNMM1ochaM PYnr,ero �f / I PIZZAGALLI PROPERTIES Developer 348 5he11... ROad - Id" fill eu hilgtan VT 05401 802 880 6800 I I ( I ' I I I I I I I• Issued for Construction 0 10, 20' 40' ' I GRAPHIC SCALE. 1'=20' 1 Is r SUN: 1• = 20' Data. 02.09.2015 D.— By MKW Ch.— al M- R.--. - _- - t" B -1�_ —� _�� xn F TINE 6D — - T i X - V'r \ / - - `' i Tale �, � \ / __ O_ -------� \ �t\ ,// ///'�--- •�-''--,� ��-- - �_M1 � ♦\ �� -`- -1 %8_.._-'_- �-"- .-�' LIGHTING PLAN f� o - - \ \ /�Bf a x x x LA-200 \\\� X X - �--- X X X X `� �j .:/ X X X X -�ZC X X X X X X X \` � = 'X X X X X X \�. \� \ v I Pro acI NumMc - �' I \ 7 I F.I. NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AND LEVEL. BOLLARD LIGHT REFER TO LIGHTING PLAN LEGEND FOR SPECIFICATIONS BASE PLATE AND ANCHOR BOLTS (AS PER MANUFACTURER'S SPECS.) CONCRETE FOOTING W/ 3/4" CHAMFERED EDGE TOPSOIL OR PLANTING BED CONDITION VARIES COMPACTED GRAVEL BACKFILL 12" ROUND CONCRETE FOOTING, 3500 PSI RIGID CONDUIT AS RECOMMENDED BY THE MANUFACTURER COMPACTED SUBGRADE LIGHT FIXTURE - BOLLARD LIGHT (Fixture C) SCALEI"=1'-0" d-light fixture pollard light.dwg NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE INSTALLED ABSOLUTELY VERTICAL AND LEVEL. LIGHT POLE BASE TO BE 2" ABOVE FINISH GRADE W/ 45 DEG CHAMFERED EDGE 2" CLAMP SUITABLE FOR DIRECT BURIAL #8 BARE GROUND WIRE INSTALL WITH A SEPARATE CONDUIT INTO CONCRETE BASE 3/4" DIA x 8'-0" COPPER - CLAD GROUNDING ROD POLE POLE BASE WITH GROUT IF NECESSARY BASEPLATE AND ANCHOR BOLTS (AS PRE MANUFACTURERS SPECS.) WIRE ANCHOR RODS TO REINFORCING CONCRETE FOOTING 3500 PSI II 11 1. � ELECTRICAL CONDUIT, TYP. .fie —I SUPPLIED BY ELECTRICAL k- CONTRACTOR -3 645 BARS WITHIN A — 6x6 10/10 W.W.F. CAGE III_ MAINTAIN A 3" MINIMUM COVERAGE ON ALL BARS A LIGHT POLE FOOTING - FLUSH 1 SCALE 1/2" = I -V' d-light footing - flush.dwg NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE INSTALLED ABSOLUTELY VERTICAL AND LEVEL. LIGHT POLE BASE TO BE 30" ABOVE FINISH GRADE W/ 45 DEG CHAMFERED EDGE CLAMP SUITABLE FOR DIRECT BURIAL #8 BARE GROUND WIRE INSTALL WITH A SEPARATE CONDUIT i INTO CONCRETE BASE ^ Ell e' 3/4" DW x 8'-0" COPPER CLAD GROUNDING ROD I I I — POLE — POLE BASE WITH GROUT IF NECESSARY — BASEPLATE AND ANCHOR BOLTS (AS PRE MANUFACTURERS SPECS.) — WIRE ANCHOR RODS TO REINFORCING CONCRETE FOOTING 3500 PSI `ELECTRICAL CONDUIT, TYP. SUPPLIED BY ELECTRICAL CONTRACTOR 645 BARS WITHIN A 64 10/10 W.W.F. CAGE --- MAINTAIN A 3" MINIMUM COVERAGE ON ALL BARS LIGHT POLE FOOTING - RAISED SCALE 1/2" = V-0" d-light footing - raised.dwg BARTLETT BROOK APARTMENTS South Burlington, Vermont 05EG"UP "1011 cn $ treet Bufllae. vT 654a1 r. esz e6z.asse m eaz.eeszaas :esro"s.c L.,ticape.,cMlecffi and �.meB PIZZAGALLI PROPERTIES Developer 346 Shelburne Road - Sutle 601 Budngb , VT 05401 802660,6800 Issued for Construction Nonh Scale. AS NOTED Dale 02,06.2015 Drawn By: MKW Checked By: MKW Re iena: Tide LIGHTING DETAILS Sheet Number LA-201 Project Number. Rl w 1 ■ Date: June 07, 2018 City of South Burlington Planning & Zoning 575 Dorset St S BURLINGTON, VT 05403 CANCELLATION NOTICE RE: PIZZAGALLI PROPERTIES, LLC 346 SHELBURNE ROAD, SUITE 601 BURLINGTON, VT 05401 Bond No. 106307738 Former Bond No. Type of Bond/Policy: Property development Travelers Casualty and Surety Company of America Hartford, CT 06183 Office at: 770 Pennsylvania Drive, Suite 110, EXTON, PA 19341 License No. You are hereby notified that this Company elects to cancel the above captioned bond required by the City of South Burlington This cancellation is to take effect on 7/12/2018 , in accordance with the terms of said Bond or Policy. M. F-129-P (8/00) Travelers Casualty and Surety Company of America Robert L. Raney, Senior Vice President Rev. 2/05 May 24, 2018 Travelers Casualty & Surety Company of America 770 Pennsylvania Drive, Suite 110 Exton, PA 19341 Re: Bond #109307738 Principal: Pizzagalli Properties LLC Notice is hereby given that the City of South Burlington, Vermont releases Pizzagalli Properties LLC (Principal) and Travelers Casualty and Surety Company of America (Surety) in a certain Bond No. 109307738 with an effective date of May 29, 2015 in the penalty amount of $85,700.00, whereas the project is complete and the bond is no longer required as of May 29, 2018. Sincerely, Thomas Hubbard City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ►®e• e soudi u r ` s g o; PLANNING & ZONING MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: May 24, 2018 SUBJECT: Release of Landscaping Bond — #SD-15-09 — Bond #106307738 The applicant's request for the release of the above -listed Bond has been reviewed for the following project: Landscaping - #SD-15-09 The surety is presently: $85, 700. The purpose of this release is that the developer has completed the three (3) year period by which this bond was required to be in effect. Please complete and sign the enclosed letter authorizing the financial institution to cancel the bond. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com TRAVELERS BOND (License or Permit - Continuous) Bond No. 106307738 KNOW ALL MEN BY THESE PRESENTS: THAT WE PIZZAGALLI PROPERTIES, LLC as Principal, and Travelers Casualty and Surety Company of America , a corporation duly incorporated under the laws of the State of Connecticut and authorized to do business in the State of VERMONT _, as Surety, are held and firmly bound unto City of South Burlington , as Obligee, in the penal sum of Eighty Five Thousand Seven Hundred ( $85,700.00 ) Dollars, for the payment of which we hereby bind ourselves, our heirs, executors and administrators, jointly and severally, firmly by these presents. WHEREAS, the Principal has obtained or is about to obtain a license or permit for Landscape Bond for Property located at 1690 Shelburne Road, South Burlington, VT 05403. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if the Principal shall faithfully comply with all applicable laws, statutes, ordinances, rules or regulations, pertaining to the license or permit issued, then this obligation shall be null and void; otherwise to remain in full force and effect. This bond shall become effective on Mav 29. 2015 PROVIDED, that regardless of the number of years this bond is in force, the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the penal sum listed above. PROVIDED FURTHER, that the Surety may terminate its liability hereunder as to future acts of the Principal at any time by giving thirty (30) days written notice of such termination to the Obligee. SIGNED, SEALED AND DATED this May 29, 2015 PIZZAGALLI PROPERTIES, LLC Y. kN, Principal and Suretv Comnanv of S-2151A (6/10) /ROBIYW. FARAONE Attorney -in -fact A NIN :THIS POWER OF ATTORNEY IS INVALID POWER OF ATTORNEY TRAVELERS] ~ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 227395 Certificate No. 006216296 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint 1. Munn Boardman 111. Richard Smith, Scott F. Boardman, Paul E. Plunkett, D. Michael Boardman, Peter J. Ricker, Brian Aitchison, Linda Mercy, Robin W. Faraone. and Kirk Flanagan of the City of Burlington , State of Vermont their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their 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 Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 6th day of January 2015 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc.. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company onsu,�r� �R�W,� �,...E�RE""6'nrrrr�.� \�N •�Nf� P+ �N'"...s�ij..,t JP�tY nN0 .A"A°"pawgir� frjSiYAN� " ru�o§p�p�� iW �� tm, � Y a 1951 J`•SEA[ ions . 'IfW CONN. ° 9��WNN. Cy pa+ �, 7 ..' fL _ a . •.......% >.'... a 6 Ja �w•uwro�� �s .. �,N State of Connecticut City of Hartford ss. By: '4449� Robert L. Raney, enior Vice President On this the 6[h day of January 2015 , before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. Irr In Witness Whereof, I hereunto set my hand and official seal. TAR My Commission expires the 30th day of June, 2016. p(`G it Marie C. Tetreault, Notary Public tik CC�'� 58440-8-12 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her, and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and 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 on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 2 9 th day of May 20 15 Kevin E. Hughes, Assistant Sec tary �Q4%� /y,,FIRE N IN �RSU�4 p YY Ah0 5t1q iY 2 pI.SV,�(�` V" �'Wi J 4.y o�T...... .SG9 Jnt-•-.....!9y c gJ � s .Pt7o F)v` �pi� ANO h0 � C r �, niC a � @• f� 3i�0.PORAtyIRi � `. ��'� ti ��aateo '"o c+ DAPORATED z3 �� m; .m: Go f`i I 4, i r Ta 795I o �• SEflL,io" 3 '� SEJf.L`mod w corrN.CONN: JR in 7896 ,�, ;'p ;� ro l0>� oJO� ty .. �Ya Oh *� suR uce° y. Va f �s.... ,.•a 's �s r „ v9a 1 ,�(� To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER LEGEND EXISTING CONTOUR 985 PROPOSED CONTOUR — - - PROPERTY LINE SETBACK LINE EASEMENT LANE SS GRAVITY SEWER LINE — — ST STORM DRNRAGE LINE — W WATER LINE — — OE OVERHEAD ELECTRICAL LIE UE UNDERGROUND ELECTRICAL LINE — — T UNDERGROUND TELEPHONE LINE — — GAS LINE X — X FENCE DRAINAGE SWALE/DITCH — — EDGE OF STREW - - - - - - STREAM BUFFER CUSS II WETLAND CLASS It WETLAND BUFFER EDGE OF WOODS DECIDOUOS TREE CONIFEROUS TREE SEWER MANHOLE DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLL GUY NRE -1Y 0 LIGHT POLE ® GAS VALVE 6 TEST PIT 0/0 IRON PIPE/ROD FOUND/SET o CONCRETE MONUMENT FOUND PROJECT BENCHMARK ROW 0 UTILITY NOTES: 1. COORDINATE ALL WORK NTHIN ROW NTH CITY OF SOUTH BURLINGTON PUBLIC WORKS AND THE VERMONT .'.AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE WATER SERVICE CONNECDON NTH CHAIPIAN WATER DISTRICT. 3. COORDNTE ALL WORK RELATED To THE GAS SERVICE CONNECTION WITH VERMONT GAS SYSTEMS 4. COORDINATE ALL WORK RELATED TO THE EKECTRGQ- TELEPHONE AND COMMUNICATION CONNMT06 WITH THE APPROPRIATE SERVICE PROMERS GRAPHIC SCALE ( IN MET ) I Inch - 40 IL PROPOSED SIGN �I TIE INTO EXISTING 1 CURBING I OE INTO EXISTING PAVEMENT I EXISFING CURB CUT TO BE FmIOVEO, SIDEWALK INSTALLED AND REMAINING AREA REMAINED >E INTO OWING RENINC ZONING REQUIREMENTS I I - = I -f" ZONING DISTRICT: COMMERCIAL 2 (C2) OVERLAY DISTRICTS: TRAFFIC (ZONE 3). TRANSIT, SRMYWATER MANAGEMENT PROPOSED USE: MULTI-FAMLY APARTMENT BUILDING (PUD) 10' SIDE YARD F- SETBACK �...,� CONCRETE Y Y.,x X X 'X CURBING (IMP.) ./'/x x X�7 �., / X PROPOSED X x x '' - — > X X X X �. //-1c" X ��pR��A��O'' X X X� �. X X X X X X X` �' ./ X X X (!Lw X X X z'�K •• rem x x X x\ x�, x x x x" x x x X x x.,,�� -.4 �>S X'% X 7Z �x x x x• x � x \ x x x x x x X X x X \x ' .x X x' , x�! x x ��te )y x x KIG x x X x x x x X x x x• x k x x is x X .>C x x x x x 7� x �, . X x a x x x x��� �x x x x x x' x x x x x x x >\ x x x x x x X x X xf x x x x x'x�c"x� x• X x x x x x xV7T ��p�p�, x •x x x x x x x x x i( 5Z• L x x x x x .% V'afx ,. x' x x x x x CLASS 11 x x '. x .. n<''x— x�. x x x x x' "R x/x x x x x VVCTW!DSx x x x X x z�.x x x x x' x x x xN.x x x x x"'�� X x x x x x x x x jx _x x x/ SNOW RENOWN. AREA (TYP.) PROPOSED UIDERDININ (TYP-) 30' REAR YARD SETBACK PROPOSED LIGHT POLE. SEE LIGHTING PLAN FOR SPECIFICATIONS (TYP.). 00 CURBING / •, X y x x Lj X x x X x x-0 1k x/x x / x x I / i of So...56riington Wilson Con! Engineers, F D Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VT 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 SHEET TITLE: Overall Proposed Conditions Site Plan DIMENSIONAL REQUIREMENTS: �- I —sj 11 y _—I r ] y� — -�' - - - - L 1� 1 GENERAL REVISIONS 9 16 14 REQUIRED EXISTING PROPOSED _ _ _ — �`„—. ,y — -7 +� I VITA 2 ADDED BIKE RACK NOTE 1 I l4 MINIMUM LOT SIZE (SF) - 6,000/UST b 398.271 6,31700.04 22/UNIT G _� Wi+ I 3 PROPOSED JYe .. I MAJ(IMUM (X) BUILDING COVERAGE - <1 4.9 I N COMMUNITY 5 MAXIMUM TOTAL LOT COVERAGE (X) - 70 <1 23.6 NIMNUN FRONT YARD SETBACK (Fr) - 50 N/A 280 GUMPROPOSED �I 6 MMMUM SIDE YARD SETBACK (FT) - 10 N/A 20 / /�. MREAR YARD SETBACK (G IE-IOlIf TRIP END CALCULATIONS TENNIS JO N/A 216 , /i � I YAMMULWY FLAT/PITCHED BUILDING(Ff) - 35/40 N/A L50 / �j//�� • / f F DENSITY CALCULATIONS ,RLMMU OVERLAY: H UR T 3 I L MAXIMUM PEA( HOUR TRIP ENDS = (3 TRIPS/40.000 Si UM N �( YA%YPEN( HOUR TRIP ENDS - (398,27//40,000) z 45 - N8 1RP5 PROPOSED PEAK HOUR TRIP ENDS - m L POTENTIAL PROPOSED USE: MULn-FAMILY APARTMENT BURDID -ATE DESIGNATION - APARTMENT (MAID USE CODE 220) STOH40ATER C MAX UM RESIDENTIAL DENSITY - SEVEN (7) UNITS/ACRE - PEN( HOUR B/W 4-6 PM OFFSET PROJECT LOT SIZE = 398.271 SF = 29.14 AC. TREATMENT AREA 10' SIDE YARD - TOTAL TRIPS = 0.55 (%) + 17.65, WHERE % = UNITS SETBACK PROPOSED RESDENTYL DENSITY = 7 UNITS/AC. 0 9 AC. - 63 UNITS - TOTAL TRIPS = 0.55 (63) + 77.65 = 52.3 = 53 TRIPS - TRIPS IN = 65X x 53 1RP5 - 34 TRIPS IN - TRIPS OUT = 35X x 53 TRIPS = 19 TRIPS OUT ' PROPOSED PARKING REQUIREMENTS — �� - TENNIS COURT PARKING LANDSCAPE CALCULATIONS ,; =11C AREA PROPOSED USE MULTI-FAMLY APARTMENT BUILDING WITH 63 DWELLING UNITS (DU) _ 72.0 ER: SPACES REQUIRED = 2/U) 0 63 DU = 126 PARKING SPACES REOUR=DPACES PROPOSED = 126 PARTING SPACES PROVIDED PROPOSED PARKING LOT SIZE: *56,680 SFACCESSIBLE SPACES REOUNFD - (101-150 SPACES] - 5 ACCESSIBLE SPACES REQUIRED (4 STD. d I VAN) REOUIRED LADSCAPED ISLANDS: 10% x 56,680 SF = 5.%8 SF - ACCESSIBLE SPACES PROVIDED = 5ACCESSIBLE SPACES PROVIDED (4 STD. n 1 VAN) PROPOSED VNDSCAPED ISLANDS: 1:10,500 SF LEGEND __ __ EXISTING CONTOUR 98.5 PROPOSED CONTOUR — - - — PROPERTY LINE — — — — SETBACK LINE - - EASEMENT LINE — SS GRAVITY SEWER LANE — — ST STORM DRAINAGE LINE — W WATER LINE — — OE OVERHEAD ELECTRICAL LINE — — UE UNDERGROUND ELECTRICAL LINE — T UNDERGROUND TELEPHONE LINE — — GAS LINE — X — X FENCE — DRAINAGE SWAE/DITCH — EDGE OF STREAM - - - - - - CUSS II WETLAND -..—..—...—...—.- CUSS II WETLAND BUFFER % WYV1 EDGE OF WOODS u k DECID0005 TREE CONIFEROUS TREE SEWER MANHOLE DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE —a GUY WRE j#o LIGHT POLE ® GAS VALVE p TEST PIT 0/0 IRON PIPE/ROD FOUND/SET o CONCRETE MONUMENT FOUND PROJECT BENCHMARK PROPOSED $MH j1 I RIM_ 56.2' I NV. IN (01=149.9' NV. OUT (81=149.8' CONNECT TD EXISTING 6- PE GAS MAIN LINE NTH 2* TEE AND VALVE. COORDINATE ALL WORK WITH LOCAL SERVICE PROVIDER. I I TIE INFO EXISTING CATCH BISON. CONFIRM LOCATION, SIZE, INVERT TURD CONDITION PRIOR TO CONSTRUCTION. COORDINATE AL WORK WITHIN ROW WITH NOT. C3.4/4. I ROW 9 UTIUTY NOTES: 1. COORDINATE ALL WORK WTHIN ROW NTH CITY OF SOUTH BLRLINCTON PUBLIC WORKS AND THE VERMONT AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE WATER SERVICE CONNECTION NTH CHAMPLIN WATER DISTRICT. 3. COORDINATE ALL WORK RELATED TO THE GAS SERVICE CONNECTION WITH VERMONT GAS SYSTEMS. 4. COORDINATE ALL WORK RELATED TO THE ELECTRICAL, TELEPHONE AND COMMUNICATION CONNECTIONS WITH THE '.. APPROPRIATE SERVICE PROVIDERS. GRAPHIC SCALE L 1mW - 40 1L DESIGN FLOW CALCULATIONS PROPOSED WATER DEMAND: - FORTY-SIX (46) ONE BEDR001A APARTMENTS x 2 PUMNS/BEDRDOM x 75 GPD/PERSON = 6.900 GPD - SEVENTEEN (17) TWO BEDROOM APARTMENTS x 2 PERSONS/BEDROOM x 75 CPO/PERSON = 5,100 GPD - WATER DEMAND SUBTOTAL = 6,90 GPD + 5,100 GPD = 12.000 GPD - LESS LOW FLOW FIXTURE CREDIT (10%) = -1.200 GPD - TOTAL PROPOSED WATER DEMAND = 12,000 GPD - 1.200 GPD = 10JO GPD PROPOSED WASTEWATER FLOW: - FORTY-SIX (46) ONE BEDROOM APARTMENTS x 2 PERSONS/BEDROOM x 70 GPD/PERSON = 6,440 GPD - SEVENTEEN (17) TWO BEDROOM APARTMENTS x 210 GPD/APARTMENT = 3.570 GPD - TOTAL PROPOSED WASTEWATER FLOW = 6,440 GPD + 3.570 GPD = 10.010 GPD TIE INTO EXISTING PAVEMENT. C3.1/2. ADJUST EXISTING WATER VALVE COVERS TO NEW FINISHED 1-- GRACE AS NECESSARY I EXISTING JUNCTION BOX To !E RELACATED IN COORDINATION -Il/ NTH LOCH SERVICE PROVIDER I EXISTING CURB CUT TO BE REMOVE.➢, SIDEWALK INSTALLED AND REMAINING AREA RECLAIMED I CONNECT TO EXISTING 12- 0.1. WATER MAIN UN' WITH 8" YET TAP AND GATE VALVE. C3.3/2. I I S— PROPOSED FENCE TO BE INSTALLED ABOVE To WALL AT ALL LOCATIONS WHERE WALL HEIGHT IS GREATER THAN 30" 3' WDE CURB CUT LOCATION TO ALLOW FOR RUNOFF TO ENTER DRAINAGE SWA E (4 1YP. PER - SECTION OF CURBING DOWNSLOPE OF PAVEMENT, PLUS 2 ON NORTH SIDE OF BIORETENTION AREA = 26 TOTAL). C31/8. L] PROPOSED 4' PERFORATED SOR 35 PVC UNDERDRAIN (TYP.). C3.1/3. PROPOSED LIGHT POLE. SEE LIGHTING PEW FOR SPECIFICATIONS (TYP.). 30' REAR YARD SETBACK PROPOSED DRY SWAE (PIP.). C3.4/9. T 50' STREAM / r C�R911NTE, TH1 SE0.VJCy ��._J� .N3iD (',ACE VALVE.,, ,�.` .-.. Z BUFFER PROVIDE. my/il.� �. >. C3,3/3 X x x x x X x X x r x x x x �c Y x / / X x xxx y= . �.. r r% xo' SIREW x x x x x x x / < x x x x x x >� WEW, / x x X X D' f1 X x > 1 x x x x x �C x .plc x IX f x X x x x x X xv R X X X X X X r. c CLASS II Uf IiI](�7MVY.1� - X x x x x x x x x x �P K x x x x x '^ J F k X X _X—'X X k X x X/ '/. � �/X X X X X WFT"TNDSX J�'K K X i4' X L \r X X X X x >. r /I x X X X X x X x X X X x:�.x X x x x x x x C/ ! rT-X x X x x x x X x x jx'1X_x x / ` PROPOSED CONCRETE CURB (TYP.). C3.1/5. n Wilson Cons Engineers, F 'BCT'T °n.... Reichelt, Kurt & Louro 163 Pearl St. Essex Junction, VT 05452 PIzzagalli PropertiesLLC 346 Shelburne Rd.,, Suite 601 Burlington, VT 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 SHEET TITLE: Proposed Utilities Site Plan NUMBER: C2.1 LEGEND - - -- ;+n'.; - - -- EKISDNG CONTOUR 985 PROPOSED CONTOUR - - — PROPERTY LINE — — — SETBACK LINE - - - - - - - EASEMENT LINE — SS GRAVITY SEWER LINE — ST STORM DRAINAGE UNE — 'N WATER LINE — — OE OVERHEAD ELECTRICAL LINE — UE UNDERGROUND ELECTRCAL LINE — — T UNDERGROUND TELEPHONE LINE — — G CAS LINE — X — X FENCE �! DRAINAGE SW E/M — - — EOZ OF STREAM - - -. - - STREAM BUFFER — CLASS 1 WERAND -...——.—..—..- CLASS 1 ■FRAM BUFFER EDLE OF rpoos BECIOOIpS TREE COINWERCUS TREE SEVER MANI DRAINAGE MANHOIE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE -� GUY WIRE A- LIGHT POLE ® GAS VALVE 0 TEST PIT O/■ IRON PIPE/ROD FOUND/SET II CONCRETE MONUMENT FOUND P-ICT BENCHMARK ROW A: UTIUTY NOTES: 1. COORDINATE ALL WORK WITHIN ROW WITH CITY OF SOUTH BURLINGTON PUBLIC WORKS MID THE VERMONT AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE MTER SERVICE CONNECTION WITH CIWMPLAIN RIMIER DISTRICT. 1. COORDINATE ALL WORK RELATED TO THE GAS SOME CONNECTION WITH VERMONT GAS SYSTEMS 4. COORDINATE ALL WORK RELATED TO THE ELECTRICAL, TELEPHONE AND COMMUNICA110N CONNECTIONS WITH THE PRI APPROATE SERVICE PROVIDERS, GRAPHIC SCALE b ■ Ip IN FM T Ime - AO IL I I I I f I AA OWNER: r Relchelt �1W -sKurt � �ljiiii ` - 1 . Essex Junction, VT 05452 F irl ' z i on RG _�� i II S Pizzagalli �+ 1Properties, Ali �.. _ a1•,,IY�� 1m Burlington, VT 05401 1 PROJECT: LL Bartlett Brook , ' ��' Ui• 1 1 Apartments `I Q%NG� i 1 �� 90 Shelburne Rd. W South Burlington, VT 05403 INS �E®R�!�'1��`M,�_ i ���-��•i■■�iu■�..T.■i.:•,rrr�I RR IIFtU GPI MAf� _r.� � j ,N � � Wur■i:�■rus vu;Wl3'1bu•Nes �; J 0` z ll I I \ III,I��I� II ^ - F Proposed Grading Site Plan �� x x x h x x \\ �� i� .fix x x k`iV 1�` J y x x x x x t� T� ��x x x x X k X % X X X x rA X X X X X X X X X x x '1 r �l �X k x `' X X - ^/ /� % SOU �x- X x�X• •X-x x x A \\ xl x x x,X' x x x x xi/fix x; I Jr'X.y; x-x, x\x x x.�. ..�� 1 x x x. .x x, 1� x x x x x x," �XXx '� X X x X X X \X `M4I k-r XJ X X /Y k X X X X X k �/ �C k x X Ix~ X Z. X' ( k X X X l'X �!( \ X \ X X X X X\ X '< X }I� X �� X�" /I,� x h X k �X X ,,��,, `.�� .IO' S■FJMIP x X X X X h X X X x x X x X x x /-'X X X k x '�x'�x x x x x 1 x x•. x x x x( x x x x •X�c' ��' g'�c x k�PROJECT l\x • x x �A�' x x x x x x x x g��,,�X. xk x k x x x x x 1•'\J`�,�.x'� > 'S, LOCATION -AAA X y X X X X k X 'x, X X X 1Y'okk V( k' x X X X C I, X� 1x X X k x x �iC-'k-'k, x X X X X X X' � k,x k x�t//x X W {/ O ©, � l-/ AB X X x X % n X X X'_ X X 1f. X X X X X X h'�.X X x X -Jn 'i / '�\ 1 x >Z x x x,<( x \ x jx �x x x x >e�'� 'x �x� x x x x X / .3R x x ff is x- �c-'9F-''�e+ h '-Sr x ., x .x _ x �! x K Y" x x t"X1"��2c 3c x �y X �x ,G^-r-_._ <; \ -•�" i_ =\� _ `��/// i :1._-= -y LOCATION MAP—_ _ 1 = \ \"x rr_J�J� �g: �_ _ _ _i r.- - - "1$ ' PROJECT NO.: 13027 DATE: JANUARY 6 2014 SCALE: 1' = 40' ,�- _ NIA./ REV. N0. DESCRIPTION .+ / ! �, yam. / / ,7 1 GENERAL REVISIONS PROPAED I 1 n COMMUNITY GARDEN $ I /- E I POTENTIAL STORMIER t OFFSET PROJECT IO' SLOE Y TREATMENT AREA SE 10� I I-Tn TI h 9 I 10 _ n , I P I I Q SHEET NUMBER: C2.2 LEGEND EXISTING CONTOUR 985 PROPOSED CONTOUR - - - PROPERTY LINE SETBACK UNE - - - - - - - EASEMENT LINE - - SS GRAVITY SEWER UNE - - ST STORM DRAINAGE LINE - -- W WATER UNE OE OVERHEAD ELECTRICAL LINE ---- - UE UNDERGROUND ELECTRICAL UNE -- T UNDERGROUND TELEPHONE LINE 0 CAS LINE x X - -- FENCE r DRAINAGE SWALE/DBCH - - EDGE OF STREAM -' - - - - - STREAM BUFFER - --...- CLASS 11 WEILAND ------'---- CLASS II WEILAND BUFFER /�WYY1 EDGE OF WOODS DECID - GLEE CONIFEROUS TREE SEWER MANHOLE DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE -+ GUY WIRE -jE-o LIGHT POLE 0 GAS VALVE o TEST PIT 0 / • IRON PIPE/ROD FOUNO/SE7 CONCRETE MONUMENT FOUND PROLIECT BENCHMARK LOT COVERAGE CALCULATIONS I Wilson Consulting SEE STRUCUTLAL PLANS CAYLJ(7iT FOUNDATION DRAIN FOR FONCATION DRAIN I PROPOSED CB 112 10' SIDE YARD PoM=1765' I PROPOSED CB 111 Engin ers, PLC INV.=Ifi2.0• DETAIL AND INYERIS LIMP.) i SETBACK 4' PVC INV. IN=772.6' PROPOSED I RIM=176.5' I xea sax 4' PVC DIV. IN=172.6' BID -RETENTION 4" PVC IW. IN=172.4' TEL:IeOil xx u ` PROPOSED OMH 11 PROPOSED PREGIST I 15" HOPE NV. OUT=172.5' AREA (100 V ' a)' 15" HOPE INN. IN-1711 I CLEANOUT IW.-177.0' SQL TYPE ND QAS W1G111Q1 (T�•i 7 r RIM =165.0' CONCRETE RETNNNG 6" PVC INV, IN=162.5' ,yKL (pp_) CtFµOUT INv=1710' I L7.4/B. 15 HOPE INV. IN=171.7' 15" HOPE INV. N-171.7' ' CURB CUT Launa4 (IYP.� s¢ (7TflINER: ji �a 24 HOPE IN. OUT-161A• 24' HOPE DIV. •171.6, 1 SHEET C2.1 FOR LOCATIONS. - / s.s CLFAIgUT - UE `r- - -5-- Reichelt, Kurt _ _ ` CLTANCKA �� @B I NV.=IBIA• & Laura PROPOSED i FILTRATION TENCH (11z I 10" s 51 WITH 24' ,GRATED HOPE I Dom° �� I : W �• I PROPOSED LB 11} RIM-1B0.5' 163 Peorl St. G}.4/,D. / / / ( 4' PYC IW. IN 176.7' 4" PC IW. IN=176.7' Essex Junction, VT 05452 I I 1 PRO D PRECAST LONL72ETE RETAINING PTEII I ( I S MALL (TYP) WA. HEgHi=30".� I(J► 76.6• I � � --_ ♦ ♦ PROPOSED BOUT=i _- i Y 1 PROPosEO 1.d ACRE V1►_PWEO DMH Pi, tt �1 I;'. _ ' SEALE. C3.4/9. APPLICANT: I IJjE�LL RW1fi8.0'I s 1 50' AtONT DEVELOPMENT DEVELOPYENi SIZE B' PV� INV. N-1625'I IH 1 1 - / PROPOSED l l 1µ SE ( PROPOSED DMH 13 24- HOPE I OUT=18I.0'I NO RN=167,5' I 24" HOPE NV. OUT-1620'1 I 1 ( - - GRASSED LINED AWE. C14/6. Pizzagalli I I � I 4* PVC INv. IN-162.0• � I 1 I ♦ CLEWOUT yq•()� i ( 2i E INV, IN=161.5' I 1, 1 LI -� -�_ - INV.-177.0' Properties, LLC _A n 24' HD�E INV. OUT-161.4/' VV/--1 1 "I� POOL ILEANOUT I PROPOSED CB 16 `!r m _', A.113 ' _ - __ 'I i �Po55wc 346 Shelburne Rd., Suite 601 FOREBAY INLETS WITH FLARED END SECTIONS 4 TYP.. INV.=159.0•. ( ) I I I , 7 Y IS" HORN RW- 4 I I INV. OUi,�.5 u i _ • UND�RN�ND OYP.). MIN. SLOPE = 0.52. Burlington, VT 05401 i I 1 ( DI C3.1/3. I HE INTO EXISTING CATCH BIESIN. I l i !PROPOSED Cie IS �., I RIM 164.6' I I s" PE MAIN. IN s9-6' CLEANQ7i PROJECT: INv, t147,}•. CONFIRM LOCATION, SIZE, INVERT AND CONDITION PRIOR TO CONSTRUCTION. COORDINATE ALL WDIM I I I 1 15, HOPE INN. OUT=1 5' ♦ I I-i - �� - - i2 B• - - � / ♦ I I INv.=177.0' GRADE PARKING LOT TO WI7HIN ROW WITH VAoi. I � �--�' �E /' Fw� -- 47 DRAIN TO CURB CUTS IYP. ( ) Bartlett Brook ROW At UTILITY NOTES: 1. COORDINATE ALL WORK WITHIN ROW WITH CITY OF SOUTH BURLINGTON PUBLIC WORKS AND THE VERMONT AGENCY OF TRANSPORTATION. 1. COORDINATE ALL WORK RELATED TO THE WATER SERI CONNECTION WITH CHAMPLAIN WATER DISTRICT. 3. CDORDNATE ALL WORK RELATED TO THE GAS SERVICE CONNECTION WITH VERMONT GAS SYSTEMS 4. COORDINATE ALL WORK RELATED TO THE ELECTRICAL - TELEPHONE AND COMMUNICATION CONNECTIONS WITH THE APPROPRIATE SERVICE PROVIDERS. GRAPHIC SCALE ( IN FEET ) I Ln,h - 40 ft. TOTAL LOT SITE: 398.271 SF (9.14 AC.) PROPOSED BUILDING COVERAGE: 15.640 SF (4.9X) PROPOSED TOTAL IMPERVIOUS: 94,497 SF (23.7%) PROPOSED TOTAL DISTURBANCE 252,510 SF (63.4%) I '°AW Apartments SETBACK 1690 Shelburne Rd. PROPOSED .DB i14 South Burlington, VT 05403 4' PIC LAW. IN=176.7' 4" PVC INN. IN=176.7' PROPO$EO OUTLET sIRUL1URE 11 I I t, jy4 15' HPff-JMV-OUF=176. SHEET TITLE: RN (OVERFLOW)=15&5' - 24' BOX UNLIT INV.-151.8' EAFgUi \ N' BOA INLEI INN.=155.5• - - --- _-� - -- I7}.0_- --- _ _ -- - - PROPOSED DRY Proposed ropos 36' HOPE NV. OUf=151.0• I .,,' 1 • • h� SEALE. C3.4/9. PRpVSED GB 11 i \\ \ ti t DI Stormwoter RIM-155,0' \ - / ` / - - _ _ - ,��� - _ _ 15 HOPE NV. IN-149.6• II - - \ k x 15' HOPE NV. OUf.,49.5• \� Management . . . E �- Site Plan PROPOSED CB II W _ �- PoY=155.0• La •�'i - �'�� //,•�IHRTiRrlI9�•..4 - 1 16" HOPE INS. our-150.1' i..���4•i"I"I [�y _ � �aff?�+dr,r� vNv: fJ-362.s' . �. yIOpE TIN �0stt - `J DRUM LNDBW w I (LCB i3 x r-� x ' It , tclI I.1- -- AN -IN x '`� a TEE% / x x x •, x \ �Wo�y' T v i Mr.-179.6' ' tz l I x 1Si(IOPE)tw. A-Isi ' X X X �] �, ,,� IC l !P '�a BUFFER J - �1 NOTE Nit( oDK(SA1• x * �� �C r X. x x X X-., X x x `-- \ / x SOU GT Rw Ifi2Ji n • `/ / ; O z l I r i'• x-x x x� \ J x x x x x x x ����7�W���� ij// 1 IS' HOPE RN. .,OUT-159A' _ �� IR '` /may' x x x C I / �a x x . x\x x x x. X �- X. Zt - iJ•x / ( x. y t?y�1��,� /. - x X X _x X k X X X x 1x \ 4N-'�16tir �e 1c t5'y,,,��,,II� l�lr•E�.I' x _ '�"I_ / 7 �l x� x 15" N•6PE, 61 QYr-107' X x k\ x x \x 'r,�'"X.��1L. >< x�..._�..' x ,7( x x x •60' SIRFAL4 % X X x X X x x' x X X X X X x )\ X aY k �x i x x BUFFER I x x x( x x x x(( x Sy PROJECT I o 0 O "` I \ ,a2' x x x X * x x •x x x x x t�yj ^(- [) 1.1 • 7 LOCATION I G." C `� i L� ,�,,aa x �(i' ',l�x x _ �!,?"R \,x x u x vc : x' x xx x CLASS 1f 'k yk x yc..xt�6M7tEX'/ - IZ x it - x., x x x x x x x x/x x x x x N� L"Dsx x %�• k x ;\-ROPASED DRAINAGE OUTFNY WIRI!36"x X�, x x �. x x x x X' x x X /Xx x x x x s �j'G^�.' � {�,.f 7 I \ 7 \ HJ)PE F((YiED, END SEC11pf(AN� STDJIjr"Z" 'x �'Ic- x x1 x x x �C �• x /k x fit. x x x / - -1sz/ - ( '1! �( x9 �� - , )� 1 , P sgy; PAD,>;1Y. r4a.ayG3. 7. )e- mac-' 91- •� yi'74_ �4_ x ..Y^ -� - ^: •i - =F-®. \ _ _ x -x r- 1 54 LOCATION MAP I" f 2,000_J x x,f� i�� /' .. - - �� /_ - = _ _ r i ! I a -' / PROJECT 127 `+`• . I "� � �'� i � l l -� i � � '- - - )ATE: JANUAUA 6. RY 6 2014 r x REV. NO. IDESCRIPTION DATE PROPOSED DR/ 1 'T ) 1 GENE9 IB 14 RAL REVISIONS SOME L3.4/9. -W- _ 3 6 7 � e g16111(g) 1) I� � I i 10 SI POTENTIALSTORNINAI I 1 i OFF9ET PRWOJECr TREATMENT AREA 0' / -� 9 I I I SHLET NUMBER: - n' �--- I �' C 2.3 m I' I' WOODEN 20' R MIN. WATER SUPPLY TO MINIMUM OF 8 OF CMRSE WASH WHEELS IF MINIMU AGGREGATE NECESSARY Wilson Consulting Engineers, PLC ue o °w PLASTIC ORANGE CONSTRUCTION FENCE 1 :sac ox APPROVED EQUAL 36' WIN. ✓�✓ ✓,. / I✓ 12' YIN. �� ✓ l; ��G,� DUSTING GRADE NATIVE MATERIAL 1 STAKES OR FILTER FABRIC STAPLED APPROVED EQUAL i0 STAKES 36' YIN. - -RUNOFF FLOW 2 Exsnxc GRADE 24YIN `.4 FILTER FABRIC TO BE KEYED IN AND ED A MINIMUM ELON GLIRADE OF 8' BELOW NOTES NATIVE MATERIAL 1. SILT FENCE TO BE INSTALLED IN ACCORDANCE WITH AOT SPEC 549.0N(6) AND USING MATERIAL MEETING SLOT SPEC ,K .� -`.-_~. ' W DDN of CURB CUT x - ` OR 12' AN. FILTER FABRIC BELOW AGGREGATE 50' WIN. TEMPORARY SEEDING. MULCHING AND/OR EROSION CONTROL NETTING AS NECESSARY SILT FENCE TO BE OF . INSTALLED ATS ALL DOWNSLOPE LOCATIONS in:leo:l a�:asso ....e�.R ro OWNEi - R: Relchelt Kurt 1 & Laura 163 Pearl St. ESSCX Junction, V< 05452 ------ APPLICANT: 720.04 FOR SILT FENCE. NOTES: � NOTES: 1. PROJECT DEMARCATION FENCE TO BE INSTALLED IN ACCORDANCE WITH ACT SPEC 653.14. 2. WOODEN STAKES TO BE INSTALLED A MINMMIIM OF 6' O/C. 3. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES M1 ULED OR UNPROTECTED SLOPES CREATED WRING CONSTRUCTION. NOT NECESSARILY REFLECTED ON THE FINAL PLANFlS. CURIE THE ENDS OF THE FENCE UP IWO THE SLOPE. WHEN SILT FENCE IS INSTALLED ON MINOR CROSS SLOPES. V HIM SHALL BE INSTALLED EVERY 50' MINIMUM TO MINIMIZE SEDIMENT LOAD AT BOTTOM OF SLOPE WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER, THEY 94ALL W OVERLAPPED BY 6'. TOM AND 1. STONE CONSTRUCTION ENTRANCE TO BE INSTALLED IN ACCORDANCE WITH ACT SPEC 653.10 AND USING MATERIAL MEETING AOT SPEC 704.17A FILTER FABRIC TO MEET ACT SPEC 720.04 FOR GEOTEXTILE FOR ROADBED SEPARATOR. 2. THE ENTRANCE SFIALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OF SEDIMENT ONTO THE PUBLIC ROWTIAS MAY REQUIRE MAINTENANCE AND REPAIR OF ANY MEASURES USED TO TRAP SEDIMENT. 3- WHEN NECESSARY. WHEELS SMALL BE CLEANED PRIOR TO ENTRANCE ONTO THE PUBLIC ROW. NOTES: 1. THE STOCKPILE, OR PORTIONS (HEREOF, THAT WILL NOT BE USED OR DISTURBED WITHIN 14 DAYS SW&L BE TEMPORARY SLABILIZED WITH MULCH. THE STOCKPILE, OF PORTIONS THEREOF. THAT WILL NOT BE USED OR DISTURBED WITHIN 3 MONTHS SHALL BE STABILIZED WAIN GRASS SEW AND MULCH OR EROSION CONTROL NETTING AS NECESSARY TO MINIMIZE THE POTENTIAL FOR EROSION. P I Z Z a g a I I I Properties, LLC 346 Shelburne Rd., Suite 601 2. WOODEN STAKES TO BE INSTALLED A LOW" OF 10' O/C. 3. PROJECT DEMARCATION CESS. FENCE TO BE INSTNlEO PRIOR TO ANY CONSTRUCTION AND MAINTAINED THROUGHOUT THE CONS7R1CTpN PROCESS STAPLED. !. SILT FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL SLOPES ARE STABILIZED AND PERLLWENT VEGETATION IS ESTABLISHED. REMOVE SEDIMENT WHEN ACCUMULATED W HALF THE HEIGHT DU THE FENCE T IT SHALL BE DONE ON AN ARE STABILIZED WITH STONE AGGREGATE THAT GRAINS 4. WHEN WASHING IS SEDIMENT INTO AN APPROVED SEDNEW TRAP. 2. SILT FENCE W BE INSTALLED IN ACCORDANCE WITH SLUT SPEC 649.04(6) AND USING MATERIAL MEETING ACT SPEC 720.04 FOR SILT FENCE. Burlington, VT 05401 9 rPROJECT: artlett Too PROJECT DEMARCATION FENCE DETAIL SILT FENCE DETAIL 2 CONSTRUCTION ENTRANCE DETAIL TOPSOIL STOCKPILE DETAIL S u 0.0 N.T.S. N.T.S. N.T.S. u D."u N.T.S. u�.v GENERAL EROSION PREVENTION AND SEDIMENT CONTROL NOTES: Apartments 1690 Shelburne Rd. WOODEN STARES AROUND I. N ADDITION TO THE PLANS. DETAILS AND SPECIFICATIONS IN THESE PLANS, ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE VERMONF STANDARDS AND SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL FOR MODERATE RISN PROJECTS SUBJECT TO STATE GENERAL CONSTRICTION PERMIT 3-9020. South Burlington, VT 05403 CATCH BASHOF2. THE DISCHARGE SEDIMENT LADEN WATER FRO( THE PROJECT SITE IS PROHIBITED. ALL DISCHARGED WATER FROM DEWAIERNG OPERATIONS $HALL DISCWIRCE INTO A IEYPORARY SEDIMENT CONTROL TRIP OR SEDIMENTATION BASIN.FILTER MPLACED FABRIC SECURELY FASTENED TO STAKE OVERLAP JOINTS TO THE NEXT STAKE FILTER FABRIC FOR POINTS "A' MUST BE HIGHER GEOIEXTEUNDER (6- MIN.) THAN THE ROW STONE FILL TO BE LINE POINT 'B' PLACED UNDER CHECK DAMS J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING AL EROSION CONTROL MEASURES UNTIL THE PROJECT IS COMPLETE !. THE CONTRACTOR SHAH UYIi SOIL DISTURBANCE AND SEEDING APPLICATION DATES TO BETWEEN MAY 1ST AND OCTOBER ISTH. IF SOLE DISTURBANCE OCCURS VIER THAN OCWBFR ISTH OR PRIOR TO MAY 1ST, MINTER EROSION CONTROL MEASURES WILL W NECESSARY. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER FOR ADDITIONAL SPECIFIC WINTER EROSION CONTROL MEASURE. SHEET TITLE: Proposed Erosion PLAN - FILTER FABRIC r1 ITj k DUSTING MADE - 1 -��.✓. �,,, }1. �✓>,� .,, ,t�" MATA'E OR FILL 18 MIN. MAWRILL A A > -,: - B .>< PLOV 2!' YAXIMW _ ' , ;� :' j " KEY IN STONE A 6 WIND" STONE NATIVE OR FILL J/ MINIMUM OF i INTO PACED IN CHANNEL MATERIAL THE SIVNE SIDE NEW FRONT VEIN' 5. ALL STOCKPILE MAWRML (TOPSOIL, BORROW, EFCJ SMALL HAVE SILT FENCE CONSTRUCTED AROUND THE PERIMETER. SEED AND MULCH STOCKPILED MATERIAL AS SOON AS POSSIBLE TO PREVENT SOIL EROSION AND SEDIMENTATION OFT SITE LOCATE STOCKPILES ON THE UPHILL SIDE OF THE DISTURBED AREAS. IF POSSIBLE DURING WINDY CONDITIONS, STOCKPILED MAIERNL SWI.I BE COVERED OR WATERED APPROPRIATELY ro PREVENT WIND EROSION. 6. SLOPES GREATER TFIAN BRAY SHALL HAVE EROSION CONTROL NETTING INSTALLED TO STABILIZE THE SLOPE AND REDUCE THE POTENTIAL FOR EROSION. INSTAL NETTING OVER MULCHED SLOPES SO TFMT ALL PARTS ARE W CONTACT WITH THE 5(XL AND MULCH. PM NETRNC WITH WIRE STAPLE 3' O.C. W ENSURE FULL BONDMC WITH SOIL SURFACE 7. INSTALL STONE CHECK DAYS IN GRASS LANES SWALFS 50' O.C. TO PREVENT SILT FROM WASHING INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION. STONE CHECK DV6 $HALL BE REMOVED WHEN PERMANENT VEGETATION IS ESTABLISHED 8. CONTROL DUST THROUGH THE APPLICATION OF WATQ- THE PMOUNT OF APPLICATIONS AND WWNT OF DUST CONTROL SHALE BE BASED UPON FIELD AND WEATHER COFDOIONS. IT SHALL BE SPREAD IN SUCH A MANNER AND BY SUCH DEVICES THAT UWFORM DISTRIBUTION S ATTAINED OVER THE ENTIRE AREA ON WHICH IT IS PLACED. ON IS COMPLETED IN A GIVEN AREA SHAL BE TOPSOILED. SEEDED. FERTILIZED AND MULCHED. 9. AS SOON AS CONSTRUCTION 10. ALL EROSION CONTROL MEASURES 4IALL BE INSPECTED MEEKLY, AND AFTER PERIODS OF HEAVY RAW, AND REPAIRED AND/OR REPLACED AS NEEDED. STONE CONSTRUCTION ENTRANCES SNAIL BE TOP DRESSED WITH ADDITION& STONE Prevention an Sediment Control Details Plan �- - p.�E i 7'Ai qI'r/ SOU }J,URIMGTO BURY FABRN: A ROSS C-SECTION MINIMUM OF 12' SHOULD THE EXISTING STONE BECOME CLOGGED WITH SEDIMENT. 1T. THE PROJECT SHALL HAVE A YAOMUM OF SEVEN (7) CONSECUTIVE DAYS OF DISTURBED EARTH EXPOSURE IN ANY LOCATION BEFORE TEMPORARY OR FINAL STABILIZATION IS IMPLEMENTED. ADDITKINALY, NO MORE THAN noo (2) TOTAL --� D{I I NOTES: 1. INLET PROTECTION TO BE CONSTRUCTED IN ACCORDANCE WITH AOT SPEC 653.1 W- FILTER FABRIC FOR INLET PROTECTION i0 YFLT SLAT SPEC 720.04 FOR SILT FENCE. 2. INLET PROTECTION TO BE INSTALLED PRIOR TO CONSTRUCTION, OR UPON CONSTRUCTION OF NEW CATCH BASINS. AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. NOTES: I. STONE CHECK 81MH5 TO BE CONSTRUCTED W ACCORDANCE MATH SLOT SPEC 653.06a AND USING MATERIAL MEETING SLOT SPEC 7D4.17. FILTER FABRIC FOR CHECK DAMS W MEET AOT SPEC 720.04 FOR GEOTEXIIIES UNDER STONE FILL Z. STONE CHECK DAMS N BE INSTALLED PROS TO SHED. lIC1DN, OR UPON CONSTRUCTION OF NEW SWP1E5, 11D MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. ACRES OF DISTURBED EARTH SHALL BE ALLOWED AT ANY ONE TIME 12. MULCH IS SUBJECT W WIND ACTION AND MAY REWIRE ANCHORING A$ THE WEATHER CONDITIONS WAPRANi..PROJECT 13. F. DUE TO THE PROJECT SCHEDULE. CONSTRUCTION WRING THE WINTER MONTHS IS NECESSARY. THE CONTRACTOR SHALL FOLLOW WINTER CONSTRUCTION PROCEDURES AT A MINIMUM, BUT NOT LIMITED W. THE FOLLOWING: A MINIMIZE BE IN PLACE PRIOR TO THE GROUND FREEZING.; C. MULCH SHALL BE APPLIED TO ALL DISTURBED ORES AT A RATE OF 90 LBS. PER I,000 SF. TIE OISroRBpML BETWEEN M NTAINOCTOBERAL AND MAY; B. ALL EROSION CONTROL PERMANENT VEGETATION CONTRACTOR SHALL MAINTAIN ALL AREAS THAT A$ MULCHED UNTIL PERMANENT VEGETATON IS ESTABUSIED. k 7 .- _✓ LOCATION ..;_� p _ � 7 CATCH BASIN INLET PROTECTION DETALIL STONE CHECK AM TALI 6 NOTES N.T.S. LI uo u N.T.S. CJ.O N.T.S. LOCATION MAP t = tz,000 PROJECT NO.: 13027 DATE: JANUARY 6 2014 SCALE: 1' = 40' r ,( Rper. C I ! d` 'Ly {�. V REV. N0. DESCRIPTION DATE t DEC 15 2014 4 5 6 7 City of So. Burlington 9 10 I Q� SHEET NUMBER: i C3.0 ----- - - - - SMOOTH CUT EXISTING MATCH EXISTING PAVEMENT DEPTHS MIN. 3-1/4' OF BITUMINOUS CONCRETE PAVEMENT 3-1/ OF OF BITIAMINOUS IANLREIE PAVEMENT - 1-1/4• TYPE N FINISH COURSE PAVEMENT. CLEAN ALL JOINTS AND APPLY EMRSIFTED ASPHALT PRIOR TO PAVING. - 1-1/4' TYPE IV FINISH COURSE - 2' TYPE II BASE COURSE - 2' TYPE X BASE COURSE I1 MIN. EXISTING GRADE I I I FINISHED STABUZATON FABRIC u1ES1%RBED OR COMPACTED SUITABLE MAINE MATMAL OR GRANULAR BORROW FlU_ CONFIRM SUITABILITY OF MINE MATERIAL NOTES: AND GRANULAR BORROW WITH ENGINEER PRIOR TO CONSTRUCTON. 1. MUMENDUS CONCRETE PAVEMENT 10 MEET AOT SPECS 704.10 AND 406.03(0). 2. FINE CRUSHED STONE AND DENSE GRADED CRUSHED STONE TO MEET AOT SPECS 704.05 AND 704.06 RESPECTIVELY. 3. STABILIZATION FABRIC TO MEET AOT SPEC 720.04 FOR GEOTEXTXE FOR ROADBED SEPARATOR. 4, SUBBASE AND PAVENE F TO BE INSTALLED IN ACCORDANCE WITH NOT SPECS 301 AND 406. RESPECTIVELY. SANG BORROW, WHERE REOARED. smi MEET ADT SPEC 703.03. 5. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04. 6, COMPACTION OF SUBBASE LATMNS TO MEET AM SPEC 301.0& F JI L DEPTH CONSTRUCTION PAVING DETAIL � T N.T.S. WI FINISHED GRADE 1/4' R. PROPOSED BITUMINOUS II CONCRETE PAVEMENT UNDISTURBED OR COMPACTED . ._. 18 y'C III. NATIVE MATERIAL OR GRANULAR ODIUM FELL NATIVE FINE CRUSHED . ff;(-,: CONFIRM SUITABILITY OF ITONE SUBBASL . :' •.�;yZ, MAIL AND GRANULAR BORROW WITH ENUNFFR PRIOR r. 10 CONSTRUCTION. TOP 4' TO DENSE GRADED BE TOPSOIL D STONE SUBBASE B' 6 PROPOSED CUSS B CAST-M-PLACE ':;.' l ,. �.1'.:; ; l•1 CONCRETE CURBING NOTES I. CONCRETE FOR CURBING TO MEET AOT SPEC 541. CUSS B. AND SHALL BE INSTALLED IN ACCORDNCE WITH AOT SPEC 616.06. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS. WITH 1/0" JOIN BETWEEN SECTIONS- CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND CONSTRUCTED WITH PREFORMED JOINT FRIER TO MEET AOT SPEC 707.00. 2. GRANULAR BORROW FILL TO MEET ADT SPEC 703.04. 3. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. CONCRETE CURBING DETAIL N.T.S. J 1 i STABIlU11CN FABRIC UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL. CONFIRM SUITABILITY OF NATIVE MATERIAL AND GRANULAR BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. NOTES: 1, BITUMINOUS CONCRETE PAVEMENT TO MEET AOT SPECS 704.10 AND 406.03(0). 2. FINE CRUSHED STONE AND DENSE GRADED CRUSHED STONE TO MEET AOT SPECS 704.05 AND 704.06 RESPECTIVELY. 3. STAWZATION FABRIC TO MEET ACT SPEC 720.04 FOR GEOTEXTILE FOR ROADBED SEPARATOR. 4. EMULSIFIED ASPHALT TO MEET AOT SPEC 702.04. 5. SUBBASE AND PAVEMENT TO BE INSTALLED IN ACCORDANCE WITH ADT SPECS 301 AND 406. RESPECTIVELY. 6. COMPACTION OF SUBBASE MATERIALS TO MEET AM SPEC 301-0& TIE INTO EXISTING PAVEMENT DETAIL N.T.S. J 1 1/4' ASPHALT TREATED FELT JOINT FILER PROPOSED BITUMINOUS CUSS B CONCRETE PAVEMENT CONCRETE SIDEWALK FINISHED GRADE 1/2• R. 5' OR AS SHOWN ON SIZE PUNS--�i T8`.: NMI STONE SUBBASE 1 UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL. CONFIRM SUBABIUTY OF NATIVE MATERAL AND GRANULAR BORROW WITH l ENGINEER PRIOR TO CONSTRUCTION. PROPOSED CUSS 8 CAST-N-PLACE CONCRETE CURBING NOTES: I. CONCRETE FOR CURBING TO MEET ACT SPEC 541. CUSS B. AND SHALL BE INSTALLED IN ACCORDANCE WITH ACT SPEC 616.06. CURBING SMALL BE CONSTRUCTED IN 10' SECTIONS, WITH 1/8' JOINT BETWEEN SECTIONS. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 70, AND CONSTRUCTED WITH PREFORMED JOINT FILLER TO MEET AOT SPEC 707.08. 2. FINE CRUSHED STONE TU MEET AOT SPEC 704.05. 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TO MEET ADT SPEC 707.08, 4. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04. 5. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. CONCRETE CURBING AT SIDEWALK DETAIL r N.T.S. uJ �■rir��,�I��i.■®fi■A�ii�ti �l�illl■�®NO.iiW®®��Cpp®®� - ®®ill�OlsopplYnMINES a!!®i��� - �■/eI�i■@®®IImonsps BoxA■[ mommomommuffil 4' . 6' PRESSURE TREATED POSTS (TYP.) -Ml NOTES: I. CONCRETE FOR STAR TO MEET ADT SPEC 541. LASS B. 2. FINE CRUSHED STONE TO MEET AOT SPEC 704.05. 3. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04. 4. COMPACTION OF MATERIALS TO MEET ADT SPEC 301.06- 5. FINAL LOCATION OF ENCLOSURE AND SIDING MATERIAL TO BE CONFIRMED WITH OWNER PRIOR TO CONSTRUCTION. DUMPSTER ENCLOSURE DETAIL J.1 N.T.S. 1/2' GALVANIZED 2' . 6' PRESSURE SIDING MATERIAL TO BE CARRIAGE BOLTS (TYPJ /_ GIRTS (TAD.) CONFIRMED WITH OWNER 6' MINIMUM OF ✓ FILL AROUND ^`1 2" FINE CRUSHED STONE S y' FlNEPCRUSFffO STONE (TYPJ POSTS (MP.) "� 4' . 6' 6'-0' PRESSURE TREATED ELEVATION POSTS (TYP.) UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL CONFIRM SUNADIUTY OF NATIVE MATERIAL AND GRANULAR SORROW WITH ENGINEER PRIOR TO CONSTRUCTION. PROPOSED BITUMINOUS CONCRETE PAVEMENT/ FINISHED X i nFIIWIrrLWi%��,�ib � PLANS I CN 30' MIN. UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BMW OF NATIVE 6' MIN. FILL.. CONFIRM SURABILON MATERIAL AND GRANULAR BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. Op T C PERFORATED SOB 35 PVC FILTER FABRIC FOR MURORAN UNOMEEMN. SLOPE=0.5% MINIMUM. SEE TRENCH LINING GRADING PUN FOR NVERTS. DRAIME STONE NOTES: i. LNDERORNN PIPE TO MEET AOT SPEC 710.06 AND BE INSTALLED IN ACCORDANCE WITH AOT SPEC 605.04. 2. DRAINAGE STONE TO MEET AOT SPEC 704.16. 3. FILTER FABRIC TO MEET AOT SPEC 720.D4 FOR GEOTEXIILE FOR UNDERORAN TRECH UMNC. 4. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. PARKING LOT UNDERDRAIN DETAIL /" �3 N.T.S. C31 START TRANSITION SLOPE FACE OF CURB TOP OF CURB END TRANSITION SLOPE WITH CURBING RUSH WITH PAVEMENT 6. BOTTOM OF CURB AND FRSHED GRADE OF PAVED PARKING AREA NOTES: 1. CONCRETE FOR CURBING TO MEET AOT SPEC 541, CIAO B. AND SHALL BE INSTALLED IN ACCORDANCE WITH AOT SPEC 616.06. CURBING SHALL BE CONSTRUCTED IN TO. SECTIONS, WITH 1/8' JOINT BETWEEN SECTIONS. CURBING EXPANSION JOINTS SHALE BE CONSTRUCTED EVERY 20• AND CONSTRUCTED WITH FOR PREFORYEU JOINT FILLER TO MEET AOT SPEC 707-08. 2. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.05 3, WEAKEN SLOPE OF TRANSITION CURB AND ASSOCATFD SIDEWALK TO SOX TRANSITION CURB DETAIL 7 N.T.S. C31 ELECTRICAL CABLE MARKING TAPE SHALL BE PLACED 8'-12' BELOW FINISHED GRADE FINISHED GRADE COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL CONFIRM 40" WIN SUATABIITY OF NATIVE MATERIAL AND GRANULAR BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. UNDISTURBED OR COMPACTED SUITABLE NATIVE MATEIAL OR 2 ELECTRICAL CONDUIT. CONFIRM CONDUIT GRANULAR BORROW FILL ., SCHEDULE WIN SERVICE PROVIDERS CONFIRM SUITAgUPY OF NATIVE ,�..- . MATERIAL AND CRANIA BORROW WITH ENGINEER PRIOR IS' MIN4' MNMUM OF SAND . TO CONSTRUCTION. BORROW AROUND ALL SIDES OF CONDUIT NOTE4 1. ALL MATERIALS AND INSTALLATION PROCEDURES FOR SLEEVES FOR ELECTRICAL. TELEPHONE AND COMMUNICATION SERVICES SHILL MEET AOT SPEC 625. 2. SAND BORROW TO MEET AOT SPEC 703.03. 3. GRANULAR BORROW FILL TO MEET ADT SPEC 703.04. 4. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06- 5. CONFIRM CONDUIT TYPE SIZE AND NUMBER REQUIREMENTS WITH LOCAL SERVICE PROVIDERS. 6. CONDUIT SHALL BE ENCASED IN C OF CUSS 8 CONCRETE FOR PORTIONS INSTALLED UNDER THE ROADWAY OR WITHIN 10' OF WATER. SERER. GAS AND/OR DRAINAGE CROSSINGS. ELECTRICAL CONDUIT TRENCH DETAIL _10 N.T.S. 1/4' ASPHAL! TREATED FELT JOINT FILLER CONCRETE PAVEMENT CONCRETEPROPOSED BITUMINOUS PROPOSED CLASS B SIDEWALK FINISHED GRADE 1/2' R. -V 5. OR AS SHOWN ON SITE PUNS f UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL. CONFIRM SUITABILITY OF NATIVE LATERAL AND GRANULAR BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. NOTES: 1, CONCRETE FOR SIDEWALK TO MEET AOT SPEC 541, CLASS B. ANO SHALL BE INSTALLED IN ACCORDANCE WITH AOT SPEC 618.03. SIDEWALK SHALL BE CONSTRUCTED IN 10' SECTIONS, WITH 1/8' JOINT BETWEEN SECTIONS, SIDEWALK EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND CONSTRUCTED WITH PREFORMED JOINT FILLER TO MEET AOT SPEC 707.08- 2. FINE CRUSHED STONE TO MEET AOT SPEC 704.05. 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIOEWALx AND CONCRETE CURB TO MEET AOT SPEC 707.00. 4. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04. 5. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. CONCRETE SIDEWALK DETAIL n J.I N.T.S. STARTTION �O DEC 15 2014 OfSICURB END TBANSIr m SLOPE WITH FLUSH- WITH NT ,�.. = !OCONTINUOUS CONCRETE CURBING TO BE INSTALLED, WITH CURBING FLUSH WITH PAVEMENT AT ALL CURB CUTS 61 e BOTTOM OF CURB AND FINISHED GRADE OF PAVED PARKING AREA GRADE TO DIRECT RUNOFF TO CURB CUT (TYPO. NOTES: 1, CONCRETE FOR CURBING TO MEET ACT SPEC 541. CUSS B. AND SHALL BE INSTALLED IN ACCORDANCE WITH AOT SPEC 616.06. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS. WITH 1/8' JOINT BETWEEN SECTIONS. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVENT' 20' AND CONSTRUCTED WITH FOR PREFORMED JOINT FILLER TO MEET ACT SPEC 707.08. 2. COMPACTION OF MATERIALS TO MEET AOT SPEC 301.06. 3. GRADE PAVEAER TO DRAIN TO CURB CUTS. MINIMUM SLOPE = It CURB CUT DRAINAGE INLET DETAIL ,n 1.J I N.T.S. GAS MARKING TAPE SHALL BE PLACED 8'-. FINISH UNDISTURBED OR COMPACR SOITABLE NATIVE MATERIAL C GRANULAR BORROW FlL CONFIRM SUITABILITY OF NADI MATERIAL AND GRANUU BORROW WITH ENGINEER PRIG TO CONSTRUCTED iHED GRADE COMPACTED SUTABLE NATIVE MATERIAL DR GANUIAR BORROW FILL. CONFIRM SUITABIITY OF NATIVE MATERIAL AND GRANULAR BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. GAS CONDUIT. CONFIRM CONDUIT TYPE AM SIZE WITH SERVICE PROVIDER 12' MINIMUM OF SAND BORROW AROUND ALL SIDES OF CONDUIT NOTES: 1. ALL mArDaKs AND INSTALLATION PROCEDURES FOR SLEEVES FOR ELECTRICAL, TELEPHONE AND COMMUNICATION SERVICES SHALL MEET AOT SPEC 625. 2. SAND BORROW TO MEET AOT SPEC 703.03. 3. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04, 4. COMPACTION OF MATERIALS TO MEET AO! SPEC 301.05 S. CONFIRM CONDUIT TYPE AND SIZE REQUIREMENTS WITH LOCAL SERVICE PROVIDER. 6. CONDUIT SHALL BE ENCASED IN 4' OF CLASS B CONCRETE FOR PORTIONS INSTALLED UNDER THE ROADWAY OR WITHIN 10' OF WATER. SEWER, CAS AND/OR DRAINAGE CROSSINGS. GAS CONDUIT TRENCH DETAIL r,1 N.T.S. J I Wilson Consulting Engineers, PLC WCWN�e�xPnc7oz�%w Reichelt, Kurt & Laura 163 Peorl St. Essex Junction, VT 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VT 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 Proposed General Site Details Plan I iT Soum R- GTON PROJECT J - _ LOCATION I �1 lJ -xraolaA+er-�,T a LOCATION MAP 1 = t2,000 PROJECT NO.: "0 27 GATE: JANl1ARr 6 2014 SCALE: 1' = 40' REV. NO. IDESCRIPTION DATE 2 3 4 5 7 8 9 a P�- ,a SHEET NUMBER: C3.1 III Wilson Consulting Engineers, PLC >Ba9 UADT ROAD IIBOy I., CURBING AND/OR CURBING AND/OR HANDICAP EDGE OF PAVEYEM EDGE Or PAVEYENf PMKMG SIGN IT Ft:leD31 a3z-n w OWNER: WITIE <NNITE PAINTED ��jj� PAINTED STRIPES �_� 19 STRIPES/MARKINGS t6 Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 STANDARD PARKING SPACE NN OW PAq= SPACE APPLICANT: Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 NOTES Burlington, VT 05401 1. PAVEMENT MARKING PAINT TO MEET AOT SPEC 708.08 FOR POLYUREA PAVEMENT MARKINGS. LINE STRIPING DETAILS %11 PROJECT: Bartlett Brook I R9 R 1 N.T.S. Apartments 1690 Shelburne Rd. South Burlington, VT 05403 RECEIVEDSHEET TITLE: DEC 15 2014 Proposed General Site City of So. Burlington Details Plan SOU GT 11 PROJECT LOCATION 7 LOCATION MAP 1 . a000 PROJECT NO.: 13027 DATE: JANUARY 6 2014 SCALE: 1' = 40' REV. NO. DESCRIPTION DATE I 2 3 4 5 6 7 8 9 10 Q� Y SHEET NUMBER: C3.2 WATER LINE MARKING TAPE SHALL BE PLACED 24'-30' BELOW FINISHED GRADE SEE PAVING DETAILS COMPACTED SUITRCID INSULATION AS REQUIRED NATIVE WTERAL, RAL, OOR R ; GRANULAR BORROWT� FILL THOROUGHLY BETIDING MATERIAL COMPACTED IN 6' LIFTS T y PROPOSED WATER LIVE UNDISTURBED OR COMPACTED SURABLL NATIVE MATERIAL OR 6' GRaNULM BORROW FILL M - CONFIRM SURABUTY OF NATIVE . OD� MATERIAL AND GRANULAR NOTES: OD+2' BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. 1. WATER LINES, VALVES AND FITTINGS TO MEET AOT SPEC 740 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC 629. 2. BEDDING MATERIAL SHALL BE SAND. GRAVEL OR CRUSHED STONE WITH NO STONES GREATER THAN 1'. BEDDING MATERIAL SHALL NUT BE PLACED ON FROZEN SUBGRAOE 3. IN TRENCHES WITH UNSTABLE MATERIALS, THE MENCH BOTTOM SHALL BE STABILIZED WITH FILTER FABRIC AND 4' OF 3/4' CRUSHED STONE MEETING AOT SPEC 704.020. 4. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04. 5. WHEN 6' OF COVER CANNOT BE MAINTAINED INSTALL 2' OF RIGID INSULATION, FOR EVERY 1' OF COVER THAT CANNOT BE MAINTAINED, OVER THE PIPE EXTENDING A MINIMUM OF 2' BEYOND THE OUTER EDGES OF THE PIPE. WATER TRENCH DETAIL J.J N.T.S. SPRINKLER MAIN TO BUILDING DISTRIBUTION SYSTEM. REFER TO MECHANICAL PLANS, CHECK VALVE WITH BALL DRIP WET PIPE ALARM VALVE ROW SWITCH TO FIRE ALARM PANEL ELECTRIC FLOW SWITCH WIRED TO ALARM BELL WIN SYSTEM TEST DRAIN PIPED TO OUTDOORS VERTICAL DOUBLE CHECK BAD( FLOW PREVENTED T AMES COLT C200 OSY 4'0 WITH OS k Y GATE VALVES AND TAMPER SWITCHES OR APPROVED EQUAL TEST COCK (3 TYP.) 4' STORZ FINE DOMESTIC WATER DEPARTMENT DISTRIBUTION SYSTEM. CONNECTION REFER TO MECHANICAL ❑T AND/OR PLUMBING PUNS. LIMIT OF WORK TO BE PERFORMED BY SITE CONTRACTOR. CAP WATER SERVICE 12' ABOVE FINISHED FLOOR ELEVATION. HATE -T SLEEVE AND SERE (4) 1/2' THREADED RODS "✓?rTJy THRUST BLOCK 1 SLEEVE AND SEAL FOUNDATION WALL PENETRATION -� l 6' DUCTILE IRON WATER SERVICE TO BE CONSTRUCTED BY SITE CONTRACTOR. COORDINATE WITH FOUNDATION CONTRACTOR AND PROVIDE THREADED ROD THRUST RESTRAINTS AT FOUNDATION WALL PENETRATIONS. NOTES: 1. WATER UNES, VALVES AND FRRNGS TO MEET AOT SPEC 740 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC 629. 2. BACK ROW PREVENTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. 3. REFER TO MECHANICAL AND PLUMBING PLANS FOR FURTHER DETAIL. IF DISCREPANCIES ARSE BETWEEN CIVIL AND MECHANICAL PLANS REGARDING BACK FLOW PREVENTION SYSTEM, THE MECHANICAL PLANS SHALL GOVERN. 4. CONFIRM SIZE AND LOCATION OF FIRE DEPARTMENT CONNECTION WITH LOCAL FIRE DEPARTMENT PRIOR TO CONSTRUCTION. 5. THE PROPOSED WATER SERVICE SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE AWWA AND NFPA 24 GUIDELINES. WATER SERVICE RISER DETAIL N.T.S. J.3 �J 812 NOTE TAPPING SLEEVES AND VALVES ON ADJUSTABLE IRON VALVE BOX Eli CHAMPWN WATER DISTRICT (CWD) MAINS COVER MARKED 'WATER" ARE TO NEST THE MOSTRECENT EDITION TAPPING VALVE MECHANICAL NICAL aaI g m OF THE COD *STANDARD SPECIFICATION FOR .W W TAPPING SLEEVES AND TAPPING VALVES' POWERSFAL STAINLESS STEEL I o z TAPPING SLEEVE 310 MECHANICAL JONT WITH MEGA -LUG' EXISTING 12' D.I. WATER MAIN �IW RETAINER OR APPROVED EQUAL = 0 3/4' CORPORATION IN FIRST LENGTH OF PIPE FOR TESTING UNDISTURBED I _ NEW 8' DUCTILE IRON NATIVE MATERIAL - 0 0 WATER SERVICE 5 „- ' - 2' MINIMUM OF CONCRETE THRUST BLOCK �,?�'�� J" 3/4' CRUSHED 4 NIL POLYETHYLENE BETWEEN STONE FOR BEDDING NOTES. FITTINGS AND CONCRETE 1. WATER LINES, VALVES AND FITTINGS TO MEET AOT SPEC 740 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC 629. 2. 3/4' STONE FOR BEDDING TO MEET AOT SPEC 704.02B. 3. WET TAPS SHALL BE PERFORMED BY PRE -APPROVED nRMS ONLY. 4. ALL FITTINGS TO HAVE CONCRETE POURED AROUND THEM ARE TO DE WRAPPED WNH 4 MIL POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. 5. CORPORATIONS TO BE CLOSED AFTER TESTING. DISCONNECT AND REMOVE TEST COPPER. WATER TAPPING SLEEVE AND VALVE DETAIL N.T.S. M.J.J WATER OR SEWER LINE WATER OR SEWER LINE NOTES: r 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER CROSSING AS POSSIBLE 2. IF THE SEWER UNE IS OVER THE WATER UNE, RITE FIRST SEWER PPE JOINTS ON EACH SIDE OF THE WATER MAN MUST BE CONCRETE ENCASE.. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REWIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE MINIMUM 18' OF VERTICAL SEPARATION, THE SEWER MATERIALS SHALL BE WATER UNE PPE OR EQUIVALENT AND SHIRT BE PRESSURE TESTED TO WATER UNE STANDARDS. WATER/SEWER CROSSING DETAIL n W.J N.T.S. 24' CAST IRON FRAME AND COVER MARKED 'SEWER' INSTALL POLYPROPYLENE MANHOLE STEPS AT 8' O.C. OR APPROVED EQUAL 4'0 CONE SECTION WATER TIGHT JOINTS USING MASTIC OR RUBBER GASKET 0' TO 4'0 BARREL SECTION AS REWIRED 4'0 BASE SECTION 12' OF 3/4' CRUSHED STONE TO EXTEND 12' MINIMUM BEYOND ALL SIDES SET FRAME ON MORTAR BED AND SEAL JOINT INSTALL PRECAST RISER SECTIONS TO ADJUST TO GRADE AS NECESSARY CUSS 8 CONCRETE SHELF AND INVERT CAST IN PUCE FLEXIBLE MANHOLE SLEEVES OR APPROVED EQUAL r SEWER PPE SEE PLANS FOR INVERTS UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL CONFIRM SUITABILITY OF NATIVE MATERIAL AND GRANULAR BORROW WITH NOTES: ENGINEER PRIOR TO CONSTRUCTION. 1. SEWER MANHOLE TO MEET AOT SPEC 705.D4 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC 6D4. CAST IRON FRAME AND COVER TO MEET AOT SPECS 715.01(b) OR (c). 2. 3/4' STONE FOR BEDDING TO MEET AOT SPEC 704.028. 3. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04. SEWER MANHOLE DETAIL --------------- N.T.S. J.J HYDRANT, VALVE, FLAG AND NOTE: HYDRANTS AND APPURTANCES APPURTANCES ARE TO MEET THE MOST RECENT PER ONG EDITION OF THE CHAMPWN WATER SPECIFICATIONS DISTRICT STANDARD SPECIFIGTIONS 2' i0 6' I IS TO 21' ADJUSTABLE IRON VALVE Box FINISHED GRADE • I % WITH COVER MARKED 'WATER' I 6' MECHANICAL. NT T RESILIENT ANCHOR TEE IGE GATE VALVE OR TEE WITH FOSTER "NAI L52 DUCTILE IRONADAPTED j MINIMUM OF 3/4'E FOR BEDDING j f CONCRETE THRUST BLOCKS NOTES. 1. WATER LINES, VALVES AND FITTINGS TO MEET AOT SPEC 740 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC 629. 2. 3/4' STONE FOR BEDDING TO MEET AOT SPEC 704.028. 3. ALL FITnNGS TO HAVE CONCRETE POURED AROUND THEN ARE TO BE WRAPPED WITH 4 MIL POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. 4. ALL FITTINGS TO HAVE WEDGE STYLE RETAINER GLANDS. HYDRANT ASSEMBLY DETAIL n l J.J N.T.S. LAWN PAVEMENT SEWER UNE MARKING TAPE SHALL BE PLACED 24'-30' BELOW FINISHED GRADE ' %' SEE PAVING DETAILS COMPACTED SUITABLE C NATIVE MATERIAL, OR RIGID INSULATION AS REQUIRED GRANULAR BORROW FILL > .., THOROUGHLY COMPACTED BEDDING MATERIAL IN 12' LJFIS 12' PROPOSED SEWER UNE a� UNDISTURBED OR COMPACTED GRANULE RUNE WATERED. OR 6' y GRANULAR BORROW FILLCONFIRM ABI UTY OF MATERIAL ANDGRANUTAR NATIVE 00 BORROW WITH ENGINEER PRIOR NOTES: OD+2 TO CONSTRUCDON. 1. SEWER LINES AND FITTINGS TO MEET AOT SPEC 710.06 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC 628. 2. BEDDING MATERIAL SHALL BE 3/4' CRUSHED STONE MEETING AOT SPEC 704.02B. BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN SUBCRADE. 3. IN TRENCHES WITH UNSTABLE MATERIALS, THE TRENCH BOTTOM SHALL BE STABILIZED WITH FILTER FABRIC AND 4' OF 3/4- CRUSHED STONE MEETING AOT SPEC 704.02B. 4. GRANULAR BORROW FILL TO MEET AOT SPEC 703.04. 5. WHEN 6' OF COVER CANNOT BE MAINTAINED INSTALL 2' OF RIGID INSULATION, FOR EVERY V OF COVER THAT CANNOT BE MAINTAINED, OVER THE PIPE EXTENDING A MINIMUM OF 2' BEYOND THE OUTER EDGES OF THE PPE. SEWER TRENCH DETAIL n l J.J N.T.S. INSTALL E&A OR SIGMA MECHANICAL EFFECTIVE JOINT RESTRAINTS AT GATE VALVE BEARING AREA THRUST J BLOCK PLUG MINIMUM RILL THRUST UNDISTURBED 7 ,,PAEAD END" LENGTH OF PIPE BLOCK IEW(IR SOL UNDISTURBED SOIL NOTE: PLACE 4 MIL POLYETIIYLENE I 1..., SHEET BETWEEN ALL CONCRETE ; THRUST BLOCKS THRUST AND PIPE ANTI/OR BLOCK FITTINGS TO PREVENT BONGi`; F , �r�: THRUST `\.\ UNDISTUI 1XE BLOCK 9p' 45 a a 1/s' `- -:'UN SOIL SOIL YINIWM AREA OF BEARING �IIRFACE aF CONCRETE TIHRUST BLOCKS IN SQUARE FEET mmmmmmmmmmmmmmmmim�mm-,`.�� W.sm mmmmmmmmmmmmmmmm®' �®' ®' n j%A1jf '®" m©mmmmmmmmmmmmmmm®mm�Ell �i lam mm©mmmmmm�mm mmmmmmmm Wilson Consulting Engineers, PLC TIL'1 1 Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 PizzagallI Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VT 05401 CONCRETE THRUST BLOCK DETAIL 4 PROJECT: L,J.J N.r.s. Bartlett Brook FINAL GRADE Apartments 1690 Shelburne Rd. CLEAN -our RRIG ARID COVER South VT 05403 SW LABELED EWER CLEAN-Y REMOVABLE THREADER SOLID CAP THREADED PVC ADAPTER SOLD SOR 35 PVC SHEET TITLE: �- -5!ELBOW SOUD 8- SDR 35 PC WITH GASKET JOINTS Proposed Water STANDARD WYE and Sewer UNDISTURBED OR COMPACTED SUITABLE NATIVE Details Plan MATERIAL OR GRANULAR BORROW FILL CONFIRM SUITARIUR OF NATIVE MATERIAL AND GRANULAR BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. 8 SOR 35 PVC t FLOW -� I UATTTPTT mrrnr TnT NOTES: 1. SEWER UNES AND FIRINGS TO NEE AOT SPEC 710.06 AND BE INSTATED AND TESTED N ACCORDANCE WITH AOT SPEC 628. 2. ALL PIPE AND FTRINGS TO BE SOR 35 PVC WITH CASKET JOINTS UNLESS OTHERWISE SPECIFIED. 3. SANITARY CLEANOTIS TO BE INSTALLED UPSTREAM OF BENDS IN BUILDING SEWERS WHEN CHANGE IN PPE DIRECTION EXCEEDS 45' AND AT EVERY 100' INTERNAL OF GRAVITY SEWER MAN. SEWER CLEANOUT DETAIL I,J.J N.T.S. IISHEET NUMBER: II C3.3 LAWN PAViIENT LAWN PAVEMENT SE FRAME ON MORTAR BED FIMSHE AND SEAL JOINT Wilson Consulting ;RAO !� I RE PRECAST SET FRAME ON MORTAR BED EngUeOe�oPLC 24' CAST IRON FRAME SECTIONS ATl� AND COVER MARKED'/ GRADE AS NECESSARY LAWN iPAVEMENi AND SEAL JOINT LAWN PAVEMENT i A.111141 1�e ms111 1 'STORM* ' I ., FINISHED INSTALL PRECAST RISER RNI GRAQF ✓;_ INSTALL POLYPROPYLENE SECfgNS TO ADJUST i0„� 24'-0' ( 4' CONE SECTION MANHOLE STEPS AT B' O.C. GRADE AS NECESSARY UwLM/� I OR APPROVED EQUAL 24' x 24' CAST NNW WATER TIGHT JOINTS USING .,(: • OWNER: OTIi i is SEE PAVING DETAILS NOTED 24' WATER NIGHT JOINTS USING GRATE WITH 4 fWNGES MASnC OR RUBBER GASKET OR APPROVED EQUAL Y.l r, .. COMPACTED SUITABLE �. NATIVE MATERIAL, OR 0' TO 4' BARREL:, MASTIC OR RUBBER CASKET SECTION AS REOIIRED ', SEE TABLE BAw wx PRE FLAT TOP SECTION j DMHEIFA 01gr1ER EXISTING OUTLET ,, I p / K u r t I V e I C h e I t Kurt GRANULAR BORROW >, j FILL THOROUGHLY BEDDING MAIEAAL SEE STABLE -SXAE - PFE �i pNE1p OIFIEIG TO 4' BARRED I � w CORE INTO EXISTING CATCH BAST. INSTALL OIM"E LINE AND SOIL `' N p, I COMPACTED IN 6' LIFTS F. / / 4' EASE SECTION �• A• 6p' J6' IO SECTOR AS REQUIRED EXISTING CONCRETE WITH HYDRAULIC CEHENi OR ()(, Laura 12' - PROPOSED DRAINAGE LANE FO' J6' n• b. 6' MIN. .� 4' BASE SECTION GTCH BASIN APPROVED EQUAL 163 Pearl St. r / LINDSNRBED OR COMPACTED SUITABLE NATIVE MATERIAL OR 6' .. ALL UNDISTURBED OR COMPACTED I 6' MN. SUITABLE NATIVE MATERIAL OR ANULAR 90 ROW ALL DRAINAGE PIPE DRAINAGE PIPE UNDISTURBED OR COMPACTED 1 ORLL. PLANS SUITABLEUNATIVLAR PHOPoSED DRAINPOE PIPE Essex Junction, VT 05452 ! CWFWYSURBBA&Utt OF NATIVE MATERAL AND GRANULAR BORROW WITH ENGINEER PRIOR CONFlRYSIATABILIIY QF TN SEE MATERIAL AND GRANULAR SEE PLANS FOR INVERTS BORROW WITH ENGINEER PRIOR SEE PLANS FOR INVERTS MATERIALROW CONFIRM SUITABILITY OF NATIVE 24• MATERIAL AND GRANULAR SEE PLANS FW INVERTS - APPLICANT: OD TO CONSTRICTION. OD4Y TO CONSTRUCTOR. 1z' SUMP - CASEIN MACE FLIXMBLE BORROW WITH ENGINEER PRIOR I SUMP •• �.' NOTES: ., l; MWFIOIE SLEEVES N CONSTRUCTION 4•. CAST IN PLACE FLEXIBLE CAST IN SLEEVES i. DRAINAGE LINES AND FITTINGS i0 MEET SLOT SPEC 710.03 AND BE INSTALLED AND TESTED W ACCORDANCE WITH 12' OF 3/4' CRUSHED 12' OF 3/4' CRUSHED NOTES: SLOT SPEC 601.STONE TO DaEND ' `:/�.`. ',` ' - STONE TO EXTEND 12' P I Z Z a Cj a I I I 2. BETTING MATERIAL $FALL BE SAND. GRAVEL OR CRUSHED STONE WITH NO STONES GREATER THAN 3'. BEDDING NOTES MINIMUM BEYOND ALL SIDES NOTES: 4WWIW BEYOND ALL SIDES ,. DRAINAGE IN76 AND FIi11NC5 TO Yfi7 SLOT SPEC 710.03 AND BE WSULIID N10 TESTED IN ACCORDANCE WITH Properties, LLC MATERIAL SHALL NOT BE PLACED ON FROZEN SUBCRADE. I. DRAINAGE MANHOLE TO MEET ACT SPEC 705.04 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC 1. DRAINAGE MANHOLE TO MEET ACT SPEC 705.G4 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC SLOT SPEC 601. 3. IN TRENCFIES WITH UNSTABLE MATERIALS, THE TRENCH BOTTOM SHALL BE STABILIZED WITH FILTER FABRIC AND 4' 604. CAST NON FRAME AND COVER TO MEET ACT SPECS 715.01(b) OR (c). 6D4. CAST IRON AAME AND COVER N MEET AOT SPECS 715.01(b) OR (c). 2. BEDDING MATERIAL SHALL BE SAND, GRAVEL OR CRUSHED STONE WITH NO STONES GREATER THAN 3. BEDDING 346 Shelburne Rd., Suite 601 OF 3/4' CRUSHED STONE YEEONG AOT SPEC 704.028. 2. 3/4' STONE FOR BEDDING TO MEET ACT SPEC 704.02B. 2. 3/4' STONE FOR BEDDING TO MEET AOT SPEC 704.028. MATERIAL SHALL NOT BE PLACED ON FROZEN SUBGRADE. Burlington, VT 05401 4. GRANULAR BORROW FILL N FLEET ACT SPEC 70304. 3. GRANULAR 80RIi01Y FILL TO MEET SLOT SPEC 703.04. 3. GRANULAR BORROW FILL i0 MEET SLOT SPEC 703.04. 3. HYDRAULIC CEMENT TO MET ACT SPEC 701. STORMWATER TRENCH DETAIL DRAINAGE MANHOLE DETAIL n CATCH BASIN DETAIL CONNECTION TO EX. CATCH BASIN DETAIL n PROJECT: 1:J.4 CJ.4 C 4 tx,J.4 N.T.S. N.T.S. N.T.S. N.T.S. Bartlett Brook SEE PUNS PROPOSED POLYETHYLENE Apartments SEE PUNS FLARED END SECTION CYERNENE FLARED E SECTION 24' MN \ 1690 Shelburne Rd. DEC 15 20% South Burlington, VT 05403 9 OR COMPACTED �� .. UNDISTURBED OR COMPACTED SUITABLE �� � �12 MIN. OF TYPE IT SITE RILL SMATNE UNDISTURBEDUIL1BLf MATERIAL OR GRANUAR BORROW FlLL. CONFIRM SLOPE OF GRASS SWALE NATIVE MATERIAL OR GRAN" BORROW �: ,' FlLL. CONFIRM SUITABILITY OF NATIVE �' • � -, Alri - (� �A V,t.� `�� ��• �("�� �tt 1�t011 SHEET TITLE: SUITABILITY OF NATIVE MATERIAL AND CRANUIAR BORROW WITH ENGINEER PRIOR TO TO BE D5% UNLESS E OTERASE SHOWN ON MATERIAL AND GRANULAR BORROW WITH sOBIUUIION FABRIC TO BE PLACED ENGINEER PRIOR TO CONSTRUCTION. UNDER STONE DISPERSION PAD CONSTRUCTION. TOP 4 TO BE TOPSOIL POLYETHYLENE/''��/ PUNS FLARED PEND ROPOSED �>>7 A LANs GRADING BANS 1 ;;CCF ' 36 -�� y"'� P� �PL� POLY �•l 1 FLARED END SECTION 12' MIN. OF TYPE II STONE ALL STABIUZATION FABRIC TO BE PLACED SEE PUNS FOR UNDER STONE DISPERSION PAD 6/ O.C. ROAD AT Proposed S t a r m W a t e r Details P l a n UNDISTURBED OR COMPACTED SUITABLE NATIVE SIZE AND INVERT \ 1 SEE PLANS \ I MATERIAL OR GRANULAR BORROW ALL CONFIRM L_ 6 _ 6' x 24' BOX INLETS SIZE AND RNERT A SUITABILITYOF NATIVE MATERIAL AND GRANULAR _ BORROW WITH ENGINEER PRIOR TOPROPOSED-� -. ��� Ai'-'- •� CONSTRUCTION. TOR 4' TO BE TOPSOIL 11NE E PWIs PFiOPoSED ORANAGE LINE. SEE PLANSUNDISTURBED OR COMPACTED SUITABLE NATIVE FOR MATERIAL UNDISTURBED OR COMPACTED SUITABLE MA1NE MATERIAL OR GRANULAR BORROW FILL CONFIRM SUITABUTY OF NATIVE MATERIAL c. �� rj,,�, lli'� SOUITHA1 FOR MATERIAL MATERIAL OR GRANULAR BORROW' ALL CONFIRM OF NATIVE MATERIAL AND pLWUVR NOTES: AND GRAN" BORROW WITH ENGINEER PRIOR TO CONSIRUCTW. 36' HOPE DRAINAGE Wil£f PPE IL11"NV 1 VtY tr BORROW PRIOR N BORROW WITH ENGINEER 1. DRAINAGE LINES AND FITTINGS TO MEET AOT SPEC 710.03 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH 4R CONSTRUCTION. TOP !' N BE TOPSOIL. ACT SPEC 601. 2' z 2' z 1/1' ANn_VORIEX IFpSE RACK S121/41' _ NOTES: NOTES: FABRICATED AND SET N COVANGLE 2. GRANULAR BORROW ALL TO MELT ALIT SPEC 703.04. ASPHALT CGTEO CDRRUGT 444 PROJECT 1. DRAINAGE LINES AND FITTINGS TO MEET ACT SPEC 710.03 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH I GRANULAR BORROW FILL TO MEET ACT SPEC 703.04. GALVANIZED YE LOCATION AOT SPEC 601. 2. GRANULAR BORROW FILL TO MEET PAT SPEC 703.04. 2. GRASS SWALE N BE USED PRIMARILY WHERE SLOPE IS LESS THAN 5% OR AS SHOWN ON GRADING PLANS. 3. TYPE II STONE FlLL TO MEET ACT SPEC 706.04(b). 4. STABILIZATION FABRIC N MEET SLOT SPEC 720.04 FOR GEOTIXTIIE UNDER STONE FILL 1 - FLARED END SECTION DETAIL GRASS SWALE DETAIL STONE DISPERSION PAD YLQER »DID JDIN� DSINGjMASTX OR RUBBER GASKET ---wgppgrt. r DETAIL n Lq L,J.4 1.J.4 C!i 4 N.T.S. N.T.S. N.T.S. 6' x 24' BOX INLET I^24'-I y LOCATION A1AP 1 = t2,000 2 ,. 4' BARREL SECTION 757.8, 6' . 24' BOX INLET 60' ! %� PROJECT NO.: 13021 DATE: JANUARY 6 2014 COMPACTED SUITABLE 155.5' SCALE: 1' = 40' SLOPE OF GRASS SITE TO BE 0.5X UNLESS NATIVE MATERIAL, OR GRWULVR BORROW FINISHED GRADE �'� REV. NO. DESCRIPTION DATE TOP 3' N BE MULCH 2:1 2.1 OTHERWISE SHOWN ON 2!' PERFONATD HOPE PIPE ALL. nROROUGHLY 2 I 6' MIN. 1 YAx �/j MU GRADING PLANS COMPACTED IN V LIFTS 1 r r ,' 7- 36' NDPE DRAINAGE i 1 OURfT PIPE 2 Y SEE PLANS-1 / 36' � .li 2' H 5' DIAMETER CHEW WANED STONE FILL 4' BASE SECTOR L 151.0' 3 ! UNDISTURBED OR COMPACTED 1500' 12' SUMP - CAST IN PLACE FLDOWf 5 SUITABLE NATIVE MATERIAL OR x MANHOLE SLEEVES 7 UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR PLANTING SOIL WITH A GRANULAR BORROW ALL COEFFICIENT OF PERMEABILITY UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR PIANIING SOIL WITH A GRANULAR BORROW FlLL JO' COEFFICIENT OF PERMEABILITY,j' GRANULAR BORROW ALL SUITABUTY OF NATIVE / / MATRIAL AND GRANULAR 72 12' OF 3/1' CRUSHED STONE N EXTEND 12' 6 9 48' FIRM SUITABAfiY OF NATIVE K OF OS R Y MN. CON+77 () MATERIAL AND GRWUWR CONFIRM MATERIAL WITH CONFIRM SUITABILITY OF WINE K OF 0.5 FT/DAY DAY MIN. () / MATERIAL AD GRANULAR CONFIRM MATERIAL WTIH j r0 21 BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. .i /, . ��ir MINIMUM BEYOND Nl SIDES - ip F- BORROW WITH ENGNFDR PRIOR ENGINEER PRIOR TO < rll COIISIRICIIOIL CONSTRUCTION. PUCE MATERAL BORROW WITH ENGINEER PRIOR ENGINEER PRIOR TO TO CONSTRUCTION. CONSTRUCTION. PLACE MATERIAL _ �' 2' N 5' DIAMETER CLEAN i'-24 :�� , ✓ l 'MABBEO STONE FILL UNDISTURBED OR COMPACTED SUITABLE NATIVE MATERIAL OR GRANULAR BORROW FILL CWFlRI NATIVE ANTRAL AND GRANULAR 2 IN 12' TO IB' LIFTS, LOOSELY COMPACTED BY TAMPING WITH A IN 12' TO 16' LIFTS, L0050.Y COMPACTED BY TAMPING WITH A 6 -1 BORROW W H BORROW WITH ENGINEER PRIOR TO CONSTRUCTION. DOZER OR BACKHOE. DOZER OR BACKHOE. P 1_ tO TILL THE BOTTOM 3'-4' OF NATIVE MATERIAL TILL THE 90TTOM 3'-4' OF NATIVE MATERIAL PRIOR N PLACEMENT OF THE PUNTING SOIL. PRIOR TO PLACEMENT OF THE PUNTING SOIL TILL THE BOTTOM 3'-4' OF NATIVE MATERIAL NOTES: NOTES: PRIOR TO PLACEMENT OF SAND BORROW. 1. DRAINAGE MANHOLE N MEET ACT SPEC 705.04 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH AOT SPEC I. DRAINAGE LINES AND FITTINGS TO MEET AOT SPEC 710.03 AND BE INSTALLED AND TESTED W ACCORDANCE WITH 604. NOTES: NOTES: aor SPEC 601. 2. DRAINAGE LANES AND FInINCS TO MEET NOT SPEC 710.03 AND BE INSTALLED AND TESTED IN ACCORDANCE WITH V" 1. PLANTING SOIL N LEE THE VERYONi SfORIAWUER MANAGEMENT MANUAL APPENDIX OT GUIDELINES FOR 1. PLANTING 50X TO MEET 11E VERYONi SrOR1//1AIER MANAr.,E3ENT A/1NIA4L APPENDIX B3 GUIDELINES FOR 2. STONE FILL N BE 2' TO 5' CLEAN WASHED STONE. ACT SPEC 601. BIORETENTION PLANTING SOIL BIORETENTW PLANTING SOIL 3. SAND BORROW TO MEET ACT SPEC 703.03. 3. 3/4' STONE FOR BEDDING TO MEET ACT SPEC 704.020 -f SHEET R 2. GRANULAR BORROW FILL TO MEET NOT SPEC 703.04. 2. GRANULAR BORROW FILL TO MEET ACT SPEC 703.04. 4. GRANULAR BORROW ALL TO SLEET SLOT SPEC 703.04. 4. GRANULAR BORROW FILL TO MEET ACT SPEC 703.04. BID -RETENTION AREA DETAIL DRY STALE DETAIL n INFILTRATION TRENCH DETAIL DRAINAGE OUTLET STRUCTURE1 DETAIL „ C3.4.J.4J. 1 L4 1,J.4 L.J.4 N.T.S. N.T.S. N.T.S. N.T.S. PLANT LIST KEY BOTANICAL NAME COMMON NAME OTY. SIZE REMARKS TREES: AG Amelanchier grandiBora'Robin Hill' Serviceberry 9 2-2.5" Cal. B&B, 6' Branching HL AR Acer freemani'Sienna Glenn' Red Maple 11 2.5.3" Cal. B&B. 6' Branching Hit. AS Acer saccharum'Green Mountain' Sugar Maple 11 2.5-V' Cal. B&B, 6' Branching Ht. BN Betula nigra'Heritage' River Birch 10 14-16 Tall B&B, Multi Stem PGa Picea glauca White Spruce 4 8-10' B&B. Full PGb Picea glauca White Spruce 8 8-T B&B, Full ! ZS Zelkova serata'Green Vase' Japanese Zelkova 17 2.5-3" Cal. B&B, 6' Branching Ht. SHRUBS: CS Comus sencea'Isantr Red Twig Dogwood 39 24-30" Wide B&B, Plant 60" o.c. HP Hydrangea pamculata'Pinky Winky' Pinky Wnky Hydrangea 14 30-36" Wide C.G., Plant 48" o.c. IJ Ilex verticillata'Jim Dandy' Wnterberry Holly 5 24-30" Wide B&B, Plant 30" o.c. IV Ilex verticillata'Red Sprite' Wmterbeny Holly 26 24-30" Wide B&B, Plant 30" o.c. RA Rhus aromatica'Gro Low' Dwarf Fragrant Sumac 106 24-30" Wide B&B, Plant 48" o.c. SD Salix discolor Pussy Willow 29 24-30" Wde B&B, Plant 36" o.c, ORNAMENTAL GRASSES: CA Calamagrostis acutiflora stricta'Kad Forester' Feather Reed Grass 386 2 Gal. C.G., Plant 24" o.c. DC Deschampsia cespitosa'Schotdand' Tufted Hair Grass 56 2 Gal. C.G., Plant 24" o.c. HO Helicotrichon sempery rens Blue Oat Grass 91 1 Gal. C.G., Plant 18" o.c. MS Miscanthus sinensis gracillimus Maiden Grass 62 2 Gal. C.G., Plant 48" o.c. PH Pennisetum alopecuroides'Hameln' Fountain Grass 59 2 Gal. C.G., Plant 30" o.c. PV Panicum virgatum'Shenandoah' Shenandoah Switch Grass 35 2 Gal. C.G., Plant 30" o.c. PERENNIALS. At Asclepias incarnate Swamp Milkweed 100 1 Gal. C.G. Plant 18" o.c. CH Chrysanthemum x superbum'Becky' Becky Shasta Daisy 25 1 Gal. C.G. Plant 18" o.c. EP Echinacea purpurea Purple ConeBower 25 1 Gal. C.G. Plant 18" o.c. EJ Eupatorium purpureum Joe-Pye Weed 55 1 Gal. C.G. Plant 18" o.c. HIS Hemerocallis'Stella Doro' Stella Dora Daylily 68 1 Gal. C.G. Plant 18" o.c. IE Iris versicolor Blue Flag Ins 35 1 Gal. C.G. Plant 18" o.c. RF Rudbeckia fulgida'Goldstrum' Blackeyed Susan 160 1 Gal. C.G. Plant 18" o.c. SL Salvia x superba'May Night' May Night Salvia 25 1 Gal. C.G. Plant 18" o.c. ST I Sedum'Autumn Joy' Sedum 177 1 Gal. C.G. Plant 18" o.c. PERENNIALS: Seed Mix-B Wet Meadow/Detention Basin Mix (Vermont Wetland Supply, Co.) Apply at i a rate of 11b per 1,200sf NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS AND LAWN DETAIL 4. REFER TO DRAWING LA-102 FOR PLANT MATERIAL INSTALLATION DETAILS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION. 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING. 7. FOR SOIL BACKFILL IN THE RAIN GARDEN BASINS, REFER TO CIVIL DRAWINGS, SPECIFICATIONS AND DETAILS. ��- UE, � I ' I I r n ! n I � 1 I PROPOSED 1.1 ACRE 50' (RONT COWUERC4 DEVELOPMENT SITE I 11. ■ ■ ■e>•■ �■■r • I r7`^r 1 I I f Il ��- I �C I� 30' REAR a— YARD SETBACK BARTLETT BROOK APARTMENTS South Burlington, Vermont 0SEQRIMP m cn„rcn sveer Burlin9l on. VT OS4a1 tl. 662. 662 0066 6: 2. 865.244d p roe P. com LeMYtaPe/,riNlecb erM PYmm� PIZZAGALLI PROPERTIES Developer \ 9`' 346 Shelburne Road - Suib 601 Budington. VT 05401 --'`� `� '.,y' _ ^z. - x x x x x �� x x �X�- C" '- i_ �x x x X X x x _,`x x x "--J_ -' U7� r 5¢J,IRFATL x x x x x x x>(t _�.c x x x x ``; - '�''i,�' X r L BUFFER k X x X x X X X x 1 i�y X''x is X X X X Yr _ _ _ I -�x /` O `'� I i �c�x_s _� x x x Ix x x x —ir - x x x xn( x Z x�x._x x x x\x x x ',�p�� ; I x x x�t- x x x= y-1 \ //x/ ' x x—X—x� x'.�c ac JS_. A aC k x x . X L� x'� x Rt )' ` �_J x x _ r 1 ��5. x _x- x/ x X X x X x 1c X X% x X �/�X X x XJ. X I X X X 20' 40' 60' r, / x`-x x,. x x x ,x X x x x x;/ x. x X, x x r x- x } t>y O �y �� k Fr�(t x x x x �r �x x x x x' x x 2� x x - x x � �x l x �r . x y —� X x�/X xx x x x x \x x�J�`/T x x x x X..X ux x \-- �.7C a caAPM�c scnl.e l•=40' x' x x,='x x x x x x x x x xpZc �x x x x �c rCMAS�S�0;x Z _F x X= x x x X x--ac x x k x x x x k k x x X x ,L`:4 \X x. x x x x �y x x 'x'�x x x x x xA x 21 x x �(, x 5` x X ir, x x x x x x x�c x is x x x x x A x x x ! ;,\ A X % X x y/�y% X %,._x_.OfB-- x X x —X--X- K' x X �w - x xf c x X x tC x x 7c' x Rol6, x x xIr f=�-�'-- Scale ____ \\ y,�\ x x / _ _-`_==_ -"==T_ - ---_-_'_ J J ^ _- gyp'-¢R�-a-_ __ I- Se- r I;{a Checked By AAKW � I / I Ir I PROPOStl) (� II coMMuNIn / GARDEN / 10' SIDE Y I I I i SEIBAO I i 4 r I �« Pr+POSEq' 1 I T", LANDSCAPE PLAN Sheer Number LA-100 FroJect N—be, File J 8 4:8 0 01 YAM;& MOJL A 'I " I UV I M V I ISOIN VT CCPYRIGHT�, 201A ALL RIGHTS R�SEMIFD SOUTH BURLINGTON, DUNICAN —NISNIEWSKI ARCHITECTURE A Professional Colporo!.an PRELIMINARY PLAT 255 SOUTH CHAMPLAIN STREET I BURUNGTON, VERMONT 5541111 Pi T. 802,864,6693 F I F � on-f4a tit I W* 0 0 no] me-10 SOUTH BURLINGTON. VT OOPYP.IGHT DUNCAN- Ai PRELIMINARY PLAT255 BURLIN T N, VERM N8TREET BURLiNGTON.VERMONT 05401 T 802.8646693 A2-2.0 EAST ELEVATION Scale: 1/8' = 1C' TYPICAL MATERIAL LI5T TYPICAL ROOF PROFILE. METAL DRIP EDGE w/ PAINTED TRIM ROOF BRACKET PAINTED VERTICAL FIBER CEMENT, COLOR 2 PAINTED HORIZONTAL FIBER CEMENT, COLOR 2 PAINTED FIBER CEMENT PANEL, COLOR 2 WOOD ACCENT 51DING & TRIM FIDEPGLA50 WINDOW5 EXTERIOR FIDERGLA55 DOOR w/ LITE PAINTED METAL BALCONY RAILING METAL TRIM 3.5" METAL TRIM 1.5" PAINTED VERTICAL FIBER CEMENT, COLOR 1 PAINTED HORIZONTAL FIBER CEMENT, COLOR 1 PAINTED FIBER CEMENT PANEL, COLOR 1 CONCRETE FOUNDATION OR I145ULATION PROTECTION SYSTEM ESTIMATED GRADE TAKEN & AWAY FROM BUILDING BARTLETT BROOK APARTMENTS Duncan rmj Wisniewski ARCH ITECTURE RECEIVED DEC 15 2014 City of So. Burlington DATE: 11.12.14 I 1 SIDE YARSETBACK Al -. . •��■ .�`T = a� �� ,tom+ -- DRIP ED E sa I�' � �O'0•VI— o a. pr. _ s pug e oho 0 1 1 1 1 ,�I,11� Q10� � ti��L K►%r etl � eneeer _ • I g 1 ° 1 1 ° � • ��� OOOgOCO'. ddoel � �i 0'- oeee,, 4eesea� dwe � k i� �O e�: � "n eeeooeoeeeeec � ��, I J°e-�O�oe� �1 1 1 ° eseeeeeeeeye�eee�� ��6.i' �� etI as a Qe 1 •� �10 �0 0�,I - �° . � eo�e'eyeeeee�oo_eep_ra 00,0 �17ig� �OOO�eZ e II • •'®{ III s° t ° ° 1 ,�-, � I) �I Ilt�ui ' oA ■� �jl av;T �e °e 1 ► t::1 Vie , oil 1114 0 •• �II�I OY � • 9.-.. �a O{li��� �'v k oA0 ■� , ���� eo��Ojr� ■ � ! .�� �� '` .. \\\\\1 'tl,®�• �ret�1e3e6.0 O lettlO:es � - r *� � 0 1 •� e ' j �� •� $ �yi,.'roe e�, a ►- • . ,0��,��, y - v 00 • (,Q � � �. .. .�1� 5��� � vat� �� e.�� �, k;. a,�,�oN� 7„ •" - "• is • _ '•®�y�� � �,I �O,I��e � \�0�� • � �1 / :.ram •• �1 EXISTIN9 TO REMAt 1-IJ —454 --im 55.4 t 133.E f 1 i / �5 1 LAWN Ir iBARTLETT BROOK APARTMENTS South Burlington, Vermont OW GROUP 131Ccurce 9tr••t Burlrnpten VT pe401 d-. eoz eez Dope aq'.xeee x44o w orouv. cem �racoaw.rr..na ve.,.e ZZAGALLI PROPERTIES Developer 3168nelpume BOW -suite 601 yyy999��� Burrnpton VT 05401 807.850. 6800 2-AR i crl-ArirA --2-AR i —U1 11U. 1 0 14r 21r 4c ' eeo>:r MI.-e. I 1 I I GRAPHIC SCALE: 1'.20' — Ndh 8— 1- 20' — -- . I � om—By: MKW I Ch.ok.d By. MKW — I Ravwione: ;Ell �< why �( Y Y`_T y I \_ Tme ----- \ _ _C 6p EaaS�NG-wems - _ - \ / / / �'�' \ \ `� ` _ _ _ -� _L. _ _ I = a\ / i '"' �. � LANDSCAPE PLAN ' \ Shee,N—bro , (� X X X X-- •�� ` `�\�� \ `._--' - �//-" �//'"��''t i��\ � \\ � � � \.\\`'_------_ per. � i "��� �� X X X X X`��\`� \ \� `V� X X I-A-101 �./ X X X X X X X \ /��67C, x X X X X \ � \Z7\..J— \ �// / I ProleONumher ST Z€ — X X X X X X X X l l --JX X X X X X X I� / .� Fik. F LANDSCAPE BOULDER SCALE 1/2" - 1 - - NOTES: 1. BOULDERS ARE TO BE HANDLED USING STRAPS OR RUBBER MATS TO PREVENT SCARING. SCARED BOULDERS WILL BE REJECTED. 2. LANDSCAPE ARCHITECT TO ASSIST CONTRACTOR WITH PLACING BOULDERS IN THE FIELD. BOULDER (To be selected by Landscape Architect) SET BOULDER SO THE NATURAL CAMBER OF BOULDER IS BELOW FINISH GRADE W TOPSOIL COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL d- boulder londscope.dwg PLANT SPACING NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. PLANTCENTER PLANT ROW SURROUNDING SOIL SHOULD NOT EXCEED 80 % COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED ALL EQUAL OR SOILS ARE PRESENT AS SHOWN ON NYLON STRAP - -- - - - - - PLANTING PLAN WITH 3/4" GROMMETS, REFER TO SPECIFICATIONS oM 2 90.c. e O.G. w o.c aoc 21— 1. E: 1. I oUA OF SHRUBS AND SPAGNG N PLAN- 2. NOTEDSCHEDULE. CONTNU DE PLANSNG MS FILLED ME DEOMEN GLANnNG M%PER PTH q5 NOIED IN TIE SPECIFlCATONS FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SPECIFICATIONS 02916 SOIL PREPARATION SUB GRADE SHRUB PLANTING V SCALE: 1/2" = 1'-0" SPACING TY RdN "A' NUMBER OF PLAN—o. FT. ]B-oc. ]12P .12 w o.c. M.OP .18 -O.C. W— 28 Irac. 10... 1.15 Iroc. 8.81' 1.w 8 oz. 5.B8' 2.60 r o.C. 5— -1 NOTE PLMIT WANTTES DETERMINED BY MULTPLYING AREA ISO. A.) By N—R OF PU1NT8/ IQ. FT. FOR FEW —SPACING. PLANT SPACING PLANT CENTER PLANT ROW SEE PLANTING PLAN FOR SPACING AND QUANTITIES SEE PLANTING LIST FOR PLANT SPACING - SET AT ORIGINAL PLANTING DEPTH �— FINISH GRADE MULCH AS SPECIFIED 7--CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SPECIFICATIONS 02916 SOIL PREPARATION SUB GRADE (11� PERENNIAL PLANTING V SCALE: 1/2" = 1'-0'1 LAWN REFER TO SPECIFICATIONS FOR SEEDING OR SODDING INFORMATION 6" TOPSOIL REFER TO SPECIFICATIONS I I1=III-III-1I I-1I1= -- - COMPACTED I-! SUBGRADE I�1=1�1 �1-1I1=1!1=1�I �C1 LAWN L SCALE 1"= V-0" p-lawn.dwg FASTEN WIRE BELOW POINT OF -- MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 212" HARDWOOD STAKES. ALIGN — STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND, REFER TO TREE STAKING DETAIL TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION - W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE DECIDUOUS TREE TOP OF ROOTBALL, ROOT FLARE SHOULD BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, THEN SCRAPE OFF THE TOP LAYER OF SOIL BUILD UP ON TOP OF ROOTBALL FROM NURSERY. 2" HEMLOCK BARK MULCH REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP FROM ROOTBALL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SOIL PREPARATION SPECIFICATION FINISH GRADE NOTE: 1. ALL TREE PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL, REFER TO SOIL PREPARATION SPECIFICATION. TREE PLANTING BEDS INCLUDE PARKING ISLANDS. Aj TREE PLANTING /1 SCALE 1/4"= 1'-0" p-decidtree.dwg RECEIVE® = I—C ALIGN STAKES PARALLEL DEC 15 2014 180' W/ ROAD OR WALKS a� EDGE OF WALK OR CURB City of So. Burlington A. TREE STAKING ALONG ROAD OR WALKS WIND \DIREC�TIONVAILING ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120' 121Y 3" CALIPER TREES ' OR LARGER ALIGN 2 STAKES PARALLEL 120• W/ ROAD OR WALKS O — - O /— EDGE OF WALK OR CURB C. TREE GUYING B TREE STAKING LAYOUT NO SCALE p-stake.dwg BARTLETT BROOK APARTMENTS South Burlington, Vennor WSEQRWP ul cnv reh s B OrNn9ton. VT O—S40I M 802.8820098 wow '.2.885.ic4m .. 9rvvv. v L.axav9 ANNtwaw Plenr,na PIZZAGALLI PROPERTIE Developer 346 Shelburne Road - Suite 601 Budin9lcn, VT 05401 802.660.68M Nudh Seale-. AS NOTED D.I.'. 11.19.14 Dawn By: MKW Checked By: MKW Tilt LANDSCAPE DETAILS Sheet Number LA-102 P.,ed Number: File: FIXTURE AND POLE SPECIFICATIONS I I Fixture A: Manufacturer: Cooper Lighting Fixture B". Manufacturer. Cooper Lighting i Fixture McGraw Edison-G!eon ,s, Fixture: McGraw Edison -Glenn I Configuration: 1 Configuration. 1 I } b o t.o b•o Optics: T3 Optics. T3 b.c o.o b.o b-o b.o u•0 b.o b.a bro t.o Lamp: LED4,OOOK Lamp: LED4,000K ° b.o b.o b.o Color Options: BLACK P Color: Options'. BLACK P`b:o_ t Pole. SSA4M20W (20' Pole) Pole: SSA4M20W (20' Pole) - - _ - 1 - --- b.iI WI-1b.o b.c b.o / j-- �Fixture C: ` Notes: c b.o b.o o.a Manufacturer: KIM Lighting 1. Fixture labels with an are on 30" raised pole o irb o b.c Fixture' C832 -Compact Bollard bases. Poles will need to be fabricated so all b ° Lamp: Color'. 15waft LED 4,200K BLACK mounting heights from finished grade are consistent at 20'. '' J t o b.o b.o I_.. �;., u b •0 J ms ,._e '.o .� b <q.o b.0 b.o b.o byti I ° C , ct .0 t c D STATISTICAL AREA SUMMARY b ° b.o t-° S'° 1I.0 I b ° b,c Grid Type: Horizontal Illuminance Grid Units: Footcandles b o j b.0 b•ii I ! b ° b.o Ave Max Min Ave/Min Max/Min I t PARKING LOT 1.43 4.40 0-10 14,30 44.00 I b.a c � .o b.o b•0 b'0i { I t o ENTRY ROAD 1.46 3.70 0.10 14.60 37.00 b.1 b.c� t b.o b.o b.o 6 P b.o It b.c b.o _. ISO -CONTOUR KEY c ISO -CONTOUR FOOTCANDLEVALUE 1.00 _. 0.50 0,25 LIGHT BOLLARD t 1 b.o II 10' InEb�AR o t.o b.o b.o t.c b.o b.o b.a b.a b.o bA b.o b.o b.o �.o b.o .h' SE?BACK a b.+ b.l ' I b.t t.= bJ t.o b' ,.>, b'0 b.o b.t t•.: b-3 h.l b.l b.: b.o b.o b.o b•o b.l b.o .3 br'� b.0 b. ! J BARTLETT BROOK APARTMENTS South Burlington, Vermont b z - 1 - - ' _ S.i - DRIF EDGE - - b o b.a Q/ b / Al s b.l b.o� OSEGR%P b t _ �.s 'z.o OOTING- Epp k b.e -: `-.i 1t i 131CI, on a+...l e.,h„o+on yr oe.o+ W ) /s b. t•C nr: eozeez once FIXTURE'�, 7 :. • �7�` .s tl t.' / I b.al t. eozeesx..o �'p'a'oro.o. eom LIGHT ` b.y t rr i S _ 1 . n aalljj b(' �1t 3.i • fi y �} - r b.n ��I1 ,•oa b.c e b.o o +.. o.' PIZZAGALLI PR OPER TIES Developer o.o 46 Shelrn601 ba b.a b.o ! I a •r•.c b,° r .: 9.+ K) b. t eurington VT 05401 t.c -:bs . I ._. 802.660.6800 t.o) b.o .. B Ff,'HT POLE , 5 ,. 1. _. G.o t.c 6( , ) ❑ :. � I l°�A 292q TI G• D �rl ! I bo b.o I b.a b.o b.q, b b.o .o S.o b ° �t.o b.o 5 o�to a a 1t.. t ->},I I • +1 1 11% s.. 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Ja7 1.�.1',d3-� ot*o- -- .t t••/ 'o l\b.�t` 1%,+''v _ �_ t. �.y _ �e /�� LIGHTING PLAN .c b _ _a.as(�I�IR"i-YJ9OD§ hK b.t b.l b \� /� _ a_b_�_°_u_�o� �•. ,o'"�.a �•��iro�_ �\��t��° �.a_ 3`i _h.'r-�__---__ _ �� b.r T-o 'tra _ b'°� � \ / ��4.�-�°° � - - _ _y � a \\5.b � ° _ _ ' � /, � / Q �-�_ b-� _ _ _ - •. � � ` � � �90 �y cr-a=�'�°� i�[l{/�- ' _ /� �IS�G'WOOpB \ \ ` / .o •o b / � X X. X X X^� �\ ��` `\ `� / '` " i X X X\��; \ 16 \}v Bc7Q.mT"-2�� �/ X X X X X X X �\ \ / fX X X X X �� _ I"t\trja:L ; X X X X X X X X t �`\ `� / �`/ -�/\ X X X X X X File NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AND LEVEL BOLLARD LIGHT REFER TO LIGHTING PLAN LEGEND FOR SPECIFICATIONS BASE PLATE AND ANCHOR BOLTS (AS PER MANUFACTURER'S SPECS.) CONCRETE FOOTING W/ 3/4" CHAMFERED EDGE TOPSOIL OR PLANTING BED CONDITION VARIES COMPACTED GRAVEL BACKFILL 12" ROUND CONCRETE FOOTING, 3500 PSI RIGID CONDUIT AS RECOMMENDED BY THE MANUFACTURER COMPACTED SUBGRADE CLIGHT FIXTURE - BOLLARD LIGHT Fixture C SCALE I"=1'-0" 6-tight fixture bollard light.dw9 NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE INSTALLED ABSOLUTELY VERTICAL AND LEVEL. BARTLETT BROOK APARTMENTS South Burlington, Vermont POLE POLE BASE WITH GROUT IF NECESSARY LIGHT POLE BASE TO BE BASEPLATE AND ANCHOR BOLTS evnDaoa yr oswl 2"ABOVE FINISH GRADE (AS PRE MANUFACTURERS SPECS.) ar eo2.es2.00ae W/45 DEG CHAMFERED EDGE eDI$6&2440 2" www. •.aou D-com Lmdmaq �� M F`Ymen WIRE ANCHOR RODS I I TO REINFORCING CLAMP SUITABLE FOR --- L I I DIRECT BURIAL _ _ CONCRETE FOOTING 3500 PSI #8 BARE GROUND HARE INSTALL WITH A SEPARATE CONDUIT I INTO CONCRETE BASE I ELECTRICAL CONDUIT, TYP. e.SUPPLIED _I BY ELECTRICAL 3/4" DIA x 8'-0" COPPERI CONTRACTOR CLAD GROUNDING ROD-3" 645 BARS WITHIN A = n I I 6x6 10/10 W.W.F. CAGE I MAINTAIN A 3" MINIMUM III- COVERAGE ON ALL BARS PIZZAGALLI PROPERTIES Developer r 346sheibvme Ruad Swk eat Burlington. Vi 05401 602 6fi0 60oo A LIGHT POLE FOOTING - FLUSH SCALE 1/2" = V-0" d4ight footing - flush.dwg NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE INSTALLED ABSOLUTELY VERTICAL AND LEVEL. LIGHT POLE BASE TO BE 30"ABOVE FINISH GRADE W/ 45 DEG CHAMFERED EDGE 14 RECEIVE® DEC 15 2014 City of So. Burlington POLE POLE BASE WITH GROUT IF NECESSARY none BASEPLATE AND ANCHOR BOLTS Scale. AS NOTED (AS PRE MANUFACTURERS SPECS.) Dale 11.1914 WIRE ANCHOR RODS 0— By MKW TO REINFORCING Checketl By MKW Revisions CLAMP SUITABLE FOR I —I I —I DIRECT BURIAL .I I I I- CONCRETE FOOTING 3500 PSI #8 BARE GROUND WIRE INSTALL WITH A SEPARATE CONDUIT INTO CONCRETE BASE I I I ELECTRICAL CONDUIT, TYP. —I SUPPLIED BY ELECTRICAL 3/4" DIA x 8'-0" COPPER CONTRACTOR CLAD GROUNDING ROD _I 3" Z— 6-#5 BARS WITHIN A 6x6 1Oil 0 W.W.F. CAGE MAINTAIN A 3" MINIMUM COVERAGE ON ALL BARS �r Tilk LIGHTING DETAILS Q LIGHT POLE FOOTING - RAISED LJ SCALE 1/2" = 1'-0" d4ight footing - raised.dwg Sheet Number LA-201 Protect Number fNe: SOUTH BURLINGTON, VT p j I ?•; ►� t r e A _ 1A w L_ ♦ _ r , t r xa + rya c COPYRIGHT * 2015ALL RIGHTS RESERVED DUNCANN Prole s a eSKI ARCHITECTURE 255 SOUTH CHAMPLAIN STREET BURLINGTON. VERMONT 05401 T. 802.864.6693 r_e9 m YEA. OMAN M I I SOUTH BURLINGTON, VT K* 3 y1 CIF` .. •..�5d1'^`'9uA'42 CtitI 2015 ALL RIGHTS RESERVED DUNCAN •'NISRIE�YSKI ARCHITECTURE A Profas&orel Corp .Wa 255 SOUTH CHAMPLAIN STREE I BURLINGTON. VERMONT 05401 T. 802,864.6693 13, y�r�pv. 1 o ray From: David W. Rugh <DRugh@firmspf.com> Sent: Wednesday, June 17, 2015 10:24 AM To: ray Subject: RE: 1690 Shelburne Road Agreement Hi Ray, Yes, the signed version of the Agreement for Easement is the one I approved. Thanks, Dave David W. Rugh, Esq. Stitzel, Page & Fletcher, P.C. 171 Battery Street P.O. Box 1507 Burlington, VT 05402-1507 Phone: 802-660-2555 Fax: 802-660-2552 drugh@firmspf.com Website: www.firmspf.com CONFIDENTIALITY NOTICE: This E-Mail transmission and any accompanying documents contain information that may be subject to the attorney -client or attorney work product privilege and therefore are CONFIDENTIAL and legally PRIVILEGED. Neither the confidentiality nor the privilege is waived by this transmission. If you have received this transmission in error, be advised that any disclosure, copying, distribution, preservation or action taken in reliance on the contents of the information in this transmission is strictly prohibited, and you are asked to please immediately notify the sender by reply e-mail or by calling 802-660-2555 and delete this message and all attachments from your storage files. Thank you. In accordance with IRS Circular 230, we inform you that any tax advice contained in this communication was not written or intended to be used, and cannot be used, for the purpose of avoiding penalties under the Internal Revenue Code, or promoting, marketing or recommending to another person any transaction or matter addressed in this communication. -----Original Message ----- From: ray [mailto:ray@sburl.com) Sent: Wednesday, June 17, 2015 9:05 AM To: David W. Rugh Subject: 1690 Shelburne Road Agreement Dave, Please review the attached to be sure it is the one you approved. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabiIity.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. O a n Tew Slleaunle Rd. 5 Green Aft Dr. MDT Partnership. LLP MDT Part -hip, LIP 9 G B°R ATM D GI. North o I V. 380 P. 222 V 486 P. 168 Thom. Chase See Note 2 V. 961 P. 140 ' Pawd Parking - Paved- _ N, SB>_099_i6 S85'13'20-E 'ts 7a' Se:12'42-E cN� S '09'16'E 7.80'-91.73'_ p,W 166.19' _ - 133.65' OT a0 10' SLIBACN nv 25 G/p6D F a.3°F' eG 1110111iD 10'.. N. x[ et'f Aft DrNW . 'Vrrmi � pL41E1e fd I seu nea�I I A IK O d. i Proposed �P I U a I Lot 2 o 1.00 Acre s�m Proposed o I� (ccR9llerraelDetwwredsde) I£ Lot 1 rI -CS?I 1' 8.14 Acres o °° la Ol�a R.o.w. T N e5'0a'te' W 217.,0' I O v �.� � 1r •g.ao r4v � 1 m Aenelraee rr T ge Y m 10Swe a/Vr _ P=il: Cl I \ V. s9p.154 17.45' - --1> I u ce I " « Proposed W Wide R.O.W. s wT ec El_____--N e510'30'W-_---- �Ny"d I I 1 I EM ='' . P*w I I V. 599 P. 154 -- -- -. 1690 Shelburne Rd. K. V Reichelt I 'r �'� 1702 Shef rft Rd. Lark Inns, LP 1 ' ;\ Revocable Trust V. 413 P 326 N U GRIP PPola aw Emem'C V. 305 P. 117 2 a S 1� v Easement Note - P.I. & guy easement deed° bed in Vol. 395 Pg. 117 and Vol. 415 Pg. 202 Call III poles mbered 53 e& 5"0. the eleM the poles numbered 52 nd 52-30. - Reference Plats or Plans - A, -p q Idy Plan - C- MwrnfaM Power Core.'. d- Ssplembar -T by Wabster.Madin. Inc. M,p SWes e6.2 all NA of S D-glon Land Recgd, (SBLR). B. 'N,6-1 Lea fnaaratKa Co.', 12 Jere 1973. by WeM1er4Aadn. Side 101.3. SBLR C. -0-11 S;M Pfen - Staybridge Sdfes LOI If'. lest -mad 7 A,g,st 2000, by Krell 8 Leasing Cana M Eeginsera, Inc Sktle 3e1.5. SBLft. D. 'sI,Ws, Retr°cemanf Survey MDT P"'""hiP. U-P. Ms( daled 2e Jdy 2010. by Boman Pmies,imal - Sunayas. PC. Map Side 5a6.3 SBLR E. -R O. W. Plans - Sh°Ibume-So. Bu*Vgl Prq. F-EGC-019N19r. -2, by VTrens. CI- - Elg-. DYsw. Location Map NOT to SCALE - Survey Notes - 1. Purpo,e If thm a°rvay all plat la W a.) rehaw, naramem aed d-eM the ealeriw b Maflas If fall, conveyed to 141d V. Reichaft Revoreble Tmst W Mo (2) dead, 01 Kud V. Reidak, dated July 24. 19. 7 all rewrded at Vd. 415 Pg, 131 all Vd. 415 Pg. 134 of the South BurirNllon Lard Re-ft and b.) depkf Me proposed I,( Ines, dotsaf-way, and easemenh d a pmposad 2401 PUD. Other pmIrady tines and I.- If abun- shown are fa reference ody, arM are ad embraced by (M certift- stalem°°I t . 2. Freed survey wa, II-ded during MeyJ ,s 2013 all -ed d a dosed he- Wd-g w elf**- 1o1a1 ,taboo. Bearings shown are referenced to Grid N.M. Vermont C-dingle System d 1963. " on. Wr GPS dnarve , w a near the site. 3. Comer markers set I proposed c aet d 4' s Ware axwrete mmv-, wed aluminum caps stamped 'Cwl Englneedng Ass-- VT LS 59T, lyplully set (lush m1h ground. - R.O.W. Curves & Short Lines - LINE BEARING DISTANCE CURVE RADIUS ARC LENGTH DELTA ANGLE L1 S 65'21 41 E 7.26 Cl 125.00 53.62' 24'34 47 L2 S W4653 E 32.39 C2 75.60' 60.64 46'1926 L3 N 7753 39' E 37.45 G 125.00' 90.62 41'32 12 L4 S 65'34 09 E 11.33 C4 75.00' 25.66' 19'36 21 LS N 65'34'09 W 11.33 CS 125.00' 42.77' 19'3621 L8 5 7753'39 W 37.45' C6 75.00' 54.37' 41'32'12 L7 N 604853 W 32.39 C7 125.00' 101.06' 4E1g 28 La N 8S21 41 w 7.40 CB 75.00 32.17 24'34 47 L9 N 1T0621 W 991 C9 120 45.97' 21'5705 N D45044 E :52!00 5 21'S7'OSLT. LI O4044 W 32.00 L12 I S 1706'21 E 1152 \_. NE7r EssaWe V. 415 P. 131 V. 415 P. 134 " - Legend - �x76 4Vx7FV. 400 .746 9.14 Acres Total ' "I Y > SUBJECT PROPERTY LINE CMF O CONC. MONUMENT FOUND �eBGwvw/R �I - - OTHER APPROX. PROPERTY LINE IRF/CRF O IRON/CAPPED ROD FOUND V.416P.2R9 ' I -- -_-- R.O.W. SDEUNE CMS/CMP[3 CONC. MONUMENT SET/PROPOSED - EASEMENT SIDELINE AG / BG ABOVE I BELOW GRADE leayrrse - - BUILDING SETBACK ><} STREET LIGHT I (1�04- I 1 1 -a- - STORMWATER LINE POLE - -a- - OVERHEAD ELECTRIC r1y UTILITY POLE ®Oa CATCH BASIN GRAPHIC SCALE ( rN Beer ) 1 Inch = 60 (L _ _ 10' SETBACK Brrtm CNP Irma d -r - 85'27'21'V 300.05, -----r --+� L� W o MOTEL BUILDING m 1_.I zI 170OShel1lwwIRd. Pawd Parkh,g I Smart Suites, LLC M°`°') V. 547 P. 305 '� II APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON. Poved Ptrrkktg VERMONT, ON THE_ DAY OF 2014, (Mold) SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. 1 SIGNED THIS_ DAY OF_. 2C, BY CHAIRPERSON. Jto bi y/ Snt 4? To Harbor Wow Rd -> flECEA/ED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON. VERMONT, AT O'CLOCK ON THE_ DAY OF 20_ fJ 1'• `% t •) r� ATTEST. . CRY CLERK sBlva� A , lin ;�:,>�aa,� O9uney Nat„ mi upon nays d lead e SIIN 1710-1720 DIMM Rd. r^ ne I by mr. nnyJla.he„ n,Y+a'nkd aY my Lark Inns, LP a g a pa wag e� V. 413 P. 326 -ftrr- Vr LS'.M7 SSM ew.,O,`. southb ar .� n. PLANNING & ZONING Planning and Zoning Invoice Residential Impact & Permit Fees Property Owners Name: C Property Location: �6 �� l 0 Amount: Payment Type: Date: Code Pricing Amount Due Zoning Permit (New Residential) ZP- zp $13.00 plus O D I �a sq. ft. building Qa $0.45 per sq. ft. $ plus fj b sq. ft. unfinished basement Qa $0.20 per sq. ft. $ plus garage bays at $5o per bay $ plus After -the -fact of (_) 50% [no NOV] or (_)100% [NOV] $ Zoning Permit Total $ Sewer Alloc cn Fee ( Bartlett Bay (_) Airport Parkway Recreation Impact Fee South Village Recreation Impact Fee Road Impact Fee Fire Impact Fee Police Impact Fee Dorset Street Waterline Fee Sewer Connect Inspection WWA- 0 I WW- #204 pIrp.d x $10.35 $1 D� 3.9 #220 (I �l � L X # 243 #203 #222 # 230 ww $ 63 Total s 19 /. ray From: Bob Bouchard <Bob.Bouchard@pizzagaIIiproperties.com> Sent: Wednesday, June 10, 2015 12:59 PM To: ray Subject: Bartlett Brook Apartments #SD-15-09 Hi Ray: Please see below. Bob Total Finished 67,091 SF Total Unfinished 10,329 SF Robert Bouchard Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchardCa-)pizzagaIIiproperties. corn NOTICE: Our website can now be viewed at www.pizzagalliproperties.com. From: ray [ma iIto: ray@sburl.com] Sent: Tuesday, June 09, 2015 8:39 AM To: Bob Bouchard Subject: RE: #SD-15-09 :•• How many sq. ft. of finished space will there be and how many sq. ft. of unfinished space will there be in the building? 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, a -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. From: Bob Bouchard [mailto:Bob.Bouchard@pizzagalliproperties.com] Sent: Monday, June 08, 2015 10:35 AM To: Jeff Olesky; ray Subject: RE: #SD-15-09 HI Ray: I have a copy of the "Agreement to Provide Easement" that I will execute and Jeff will drop off with the various checks later today. When you have a chance could you also put together the list of additional fees that will be required. I would also like to apply for our zoning permit if you could identify that fee as well, that would be helpful. Thank you, Bob Robert Bouchard Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchard(o)_pizzagalIiproperties. com NOTICE: Our website can now be viewed at www.pizza-galliproperties.com. From: Jeff Olesky [mailto:iolesky@wce-co.com] Sent: Monday, June 08, 2015 10:30 AM To: Ray Belair Cc: Bob Bouchard Subject: #SD-15-09 Good Morning Ray, In conjunction with item 20 of the conditions of approval for #SD-15-09, please find attached a geo-referenced CAD file for the project, as well as pdf's of both the plat (P1) and site plan (C2.0) to be recorded, for submittal to the GIS Coordinator. If you, or they, have any questions, please feel free to contact me. Jeffrey Olesky, P.E. Wilson Consulting Engineers, PLC 2849 Cabot Rd., Cabot, VT 05647 Tel: (802) 472-3960 Cell: (802) 598-8081 Email: iolesky@wce co.com 2 06/15/2015 City of South Burlington Grand List Page 1 of 1 11:17 am Parcel Report ray For Parcel: 1540-01690. REICHELT KURT V & LAURA M Name REICHELT KURT V & LAURA M TRUSTEES K V REICHELT REV TRUS 163 PEARL ST ESSEX JCT VT 05452 Location 911 1690 SHELBURNE RD Tax Map 64-051-000 Desc. 8.51A; Codes: (1) (Category)C (Equipment) (Owner)S Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 8.51 Real Land Building Equipment Inventory Values: 912,000 912,000 0 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 912,000 Housesite Special Exmp Grand List 0.00 0.00 9,120.00 Misc: Status: T Bill #: 55681 Updated: 06/09/2015 Last sale was: Invalid on 07/01/1997 for $0 recorded on 415/131 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150422000 (6) : Y (8) : N (9) : 07/24/00 SPAN: 600-188-15235 �4 south-Z11.: �_ - ry= PLANNING & ZONIN G July 21, 2016 Re: #SP-16-44 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. &aonyd' i Bel Administrative Icer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: Bob Bouchard <Bob.Bouchard@pizzagalliproperties.com> Sent: Wednesday, July 20, 2016 4:17 PM To: ray Subject: RE: 1690 Shelburne Road Amendment Hi Ray. If it is the boulder retaining wall you are referring to, I would say it is about 2' to 2'6" high. The retaining wall to the north of the east parking lot has not changed. Thanks, Bob Robert Bouchard Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchard(cD-pizzagalliproperties.com NOTICE. Our website can now be viewed at www.nizzagallioroperties.com. From: ray [mailto:ray@sburl.com] Sent: Wednesday, July 20, 2016 1:06 PM To: Bob Bouchard <Bob.Bouchard@pizzagalliproperties.com> Subject: 1690 Shelburne Road Amendment :.. How high is the new retaining wall? 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. south], -11110 04 C� PLANNING & ZONING Permit Number SP- 1 (office use only) 1 APPLICATION FOR SITE PLAN REVIEW ❑p 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 #): Pizzagalli Properties, LLC A Vermont Limited Liability Company 462 Shelburne Road, Suite 101 Burlington, VT 05401 Tel # 660-6805, Fax# 660-6868 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): V 1282 P 120-123 3. APPLICANT (Name, mailing address, phone and fax #): Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 Tel# 660-6805, Fax# 660-6868 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Bob Bouchard - Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101 Burlington, VT 05401 Tel# 660-6805, Fax# 660-6868 4a. CONTACT EMAIL ADDRESS:: bbouchard@pizzagalliproperties.com 5. PROJECT STREET ADDRESS: 1690 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01690 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): Changes to previously approved site plan. Minor sidewalk changes. Add 4 raised Dlantina beds. Add boulder retainina wall. b. Existing Uses on Property (including description and size of each separate use): 63 Unit, four story apartment building under construction. Proposed Uses on property (include description and size of each new use and existing uses to remain): Same. d. Total building square footage on property (proposed buildings and existing buildings to remain): 67,091 square feet of finished space, 10,329 square feet of unfinished space, as previously approved. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Four (4) floors. 42' to top of roof. 47'6" to top of elevator penthouse. f. Number of residential units (if applicable, new units and existing units to remain): Sixty-three (63) g. Number of employees (existing and proposed, note office versus non -office employees): 0 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 E 8. LOT COVERAGE Total Parcel Size: 398,271 Sq. Ft. a. Building: Existing % / _ Proposed % / b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / Proposed % / c. Front yard (along each street) Existing % / Proposed % / d. Total area to be disturbed during construction (sq. ft.) 0 * sq. ft. No change sq. ft. sq. ft. No change sq. ft. sq- ft. N/A 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: $0 $0 c. Other site improvements (please list with cost): 0 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): N/A 11. PEAK HOURS OF OPERATION: N/A 12. PEAK DAYS OF OPERATION: N/A 13. ESTIMATED PROJECT COMPLETION DATE: 8/31/2016 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 (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 ubmitting the site 'plan application in accordance with the city's fee schedule. Administrative site plan applications requiir(e 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 APPLICANT GNATURE OF PROPERTY OWNER Do not write below this line Robert Bouchard PRINT NAME DATE OF SUBMISSION: (//Ll REVIEW AUTHORITY: ElDevelopment Review Board OZAdministrative Officer I have reviewed his site plan application and find it to be: Complete In—com lete Z4o 7 jVAdministrati4dfficer IDa 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 LEGEND EXISTING CONTOUR 985 PROPOSED CONTOUR — — PROPERTY LINE — — — SETBACK LINE — — — — — — — EASEMENT LINE — SS GRAVITY SEWER UNE — ST STORM DRAINAGE LINE — w WATER LINE — DE OVERHEAD ELECTRICAL UIff LIE UNDERGROUND ELECTRICAL LINE — — T UNDERGROUND TELEPHONE LINE — G GAS LINE x x FENCE E DRAINAGE SWALE/DITCH EDGE OF STREAM — — — — — — STREAM BUFFER — CUSS II WETLAND — — ----- CUSS II WETLAND BUFFER v Y W1 EDGE OF W000S DECIDOUOS TREE CONREROUS TREE QS SEWER MANHOLE QD DRAINAGE MANHOLE 0 DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE GUY WARE -k-o LIGHT POLE 0 GAS VALVE 0 TEST PR PERCOLATION TEST 0/0 IRON PIPE/ROD FOUND/SET O CONCRETE MONUMENT FOUND —ECI BENCHMARK EMERGENCY SPILLWAY PROPOSED SIGN TIE INTO EXISTING CURBING PROPOSED STOP SIGN AND PAINTED STOP BAR TIE INTOEXISTING PENT EXISTING CURB CUT TO BE REMOVED, SIDEWALK INSTALLED AND REMAINING AREA RECLAIMED TIE INTO EXISTING CURBING PROPOSED PRECAST CONCRETE WALL (TYP.) 10' SIDE YARD PROPOSED 6' CEDAR SCALLOPED FENCE E.STING 'COBBLE SETBACK PROPOSED BOLLARD UGHT. O ,'PROPOSED RELOCATED . Me ,.I1. FEE SEE LIGHTING PLAN F ,. SPECIFICAT' PROPOSED FIRE , 'I r► UE -Vr�'�� UNDERGROUND ROOF DRAIN 7 1COMM O-ECWA. EASnIENT TELEPHONE AND PRECAST COMMUNICATI ,E RETANNG ' C SERVICSTEP WALL �� ZP.). �� / .11►�I r •AK ,. - PROPOSED I.Q ACRECOMMERCIAL DEVELOPMENT SITE 9 A ! on I:- SZ, PROPOSED METAL FENCE AROUND POOL AREAL SEE ARCHITECTURAL -7 \�Ar A PLANS FOR SPECI ,. ARMTECTUF ' j nil , • PVC SEWER BACK SIDEWALK SPECIF-UTION5, SOME Is PROPOSED m ■ m Oi COMMERCIAL PROPERTY ID BOUNDARY TYTRANSFORMER 1 +, nW,Yiio i PROPOSED is !� �E �, ,•!��� s.��°. 1A� I 1 `�'!" VA 1 1 Oily}!! 1 Mow, •� V'��11 1• y r i/ ••A•, a , INWE �`O� _.aS �.-.-r+� ��•`*�1iee!!e=!!e_!!�_W..�4 Q�I� ILm -yl�! -••��i Wlv-. •.. aol I I I END CURBING PROPOSED 8' CEDAR SCALLOP FENCED TRASH/RECYCUNG RE SNOW REMOVAL AREA (TYP.) 4 I PROPOSED UNDERDRAIN I1 PROPOSED 'T STORMWATER COLLECTION SYSTEM 30• REAR YARD PROPOSED LIGHT POLE. SEE LIGHTING PLAN FOR SPECIFICATIONS (TYP.). END CURBING ---------- -- -' So, cuss n PROPOSED 8' �:.;� PROPOSED PROPOSED 5' SNOW' REMOVAL WATER PAINTED CROSS I SNOW REYOW1l j WETLAND BUFFER 0.1.WALK (2 TAP.) CONCRETE C/J AREA (TYPJ j - - ,~ - SIDEWALK (TYP.) �.-..-..-. _ -.. t?7 / / < _— — \ CONCRETE V� 1• PE �. CURBING (TYP.), PROPOSED /. z CI III SIRE / ru SERVCE \ � I /�. CONCRETE PAD PROPOSED BUFFER ... CRILLVCG AREA D y JI� I OUTFALL _ \ �POSM-PETx3 l /2ROSSING SIGN (V TYP.) > BUFFER CLASS II C7 "� III l-.. is / �•'.�-..,� \ WETLANDS ZONING REQUIREMENTS \ nl 14 I I \ / - - WEnvCLASS 11 o () x t?y tz con C ;d C�z -a GRAPHIC SCALE CC p oa ( IN FEET) I t� L Inch - 40 TC ROW & UTILITY NOTES 1. COORDINATE ALL 'WORK WITHIN ROW WITH CITY OF SOUTH BURLINGTON PUBLIC WORKS AND THE VERMONT AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE WATER SERVICE CONNECTION NTH CHAMPINN WATER DISTRICT. 3. COORDINATE ALL WORK RELATED TO THE GAS SERVICE CONNECTION WITH VERMONT CIS SYSTEMS. 4. COORDINATE ALL WORN RELATED TO THE ELECTRICAL, TELEPHONE AND COMMUNICATION CONNECTKM NTH THE APPROPRNTE SERVICE PROVIDERS. 4 zoNlNc asTTBCT:COMMERCICOMMERCIAL z (cz) � OVERLAY OSTRICIS: TRAFFIC (ZONE 3), TRANSIT, STORMWATER MANAGEMENT PROPOSED USE: MULTI -FAMILY APARTMENT BUKANG (PUD) 1� DIMENSIONAL REQUIREEXISTING REDUIRED IBO PROPOSED MINIMUM LOT SIZE (SF) - 6,000/UNIT 398.271 o5E0 6 322/UNIT I i MAXIMUM BUILDING COVERAGE (x) - 40 <1 4'0 MAXIMUM TOTAL LOT COVERAGE (x) - 70 <1 22.7 MINIMUM FRONT YARD SETBACK (FT) - 50 N/A 280 MINIMUM SIDE YARD SETBACK (FT) - 10 N/A 20 MINIMUM REM YARD SETBACK (M - 30 N/A 216 TRIP END CALCULATIONS MAXIMUM FIAT/PITCHED BUILDING HBGN (FT) - 35/40 N/A E50 TRAFFIC OVERLAY: ZONE 3 DENSITY CALCULATIONS MAX ON PEAK HOUR TRIP ENDS = 45 TRIPS/40,000 SF MAXMUM PEAK HOUR TRIP ENDS = (398271/40.ODO) . 45 = 448 TRIPS PROPOSED PEAK HOUR TRIP ENDS - PROPOSED USE: MULTI -FAMILY APARTMENT BUILDING - ITE DESIGNATION - APARTMENT (LAIN USE CODE 220) MAXIMUM RESIDENTIAL DENSITY - SEVEN (7) UNITS/ACRE - PEAK HOUR B/W 4-6 PM LOT SIZE = 398271 SF = 39.14 AC. - TOTAL TRIPS - 0.55 (X) . 17.65. WHERE X - UNITS PROPOSED RESIDENTIAL DENSITY = 7 UNITS/AC. O 9 A. = 63 UNITS - TOTAL TRIPS - 0.55 (63) ♦ 17.65 = 52.3 = 53 TRIPS - TRIPS IN- 65X K 53 TRIPS - 34 TRIPS IN - TRIPS OUT - 35% . S3 TRIPS = 19 TRIPS OUT PARKING REQUIREMENTS PARKING LANDSCAPE CALCULATIONS PROPOSED USE: MULTI -FAMILY APARTMENT BUILDING WITH 63 DWELLING UNITS (DU) SPACES REQUIRED - 2/DU O 63 DU - 126 PARKING SPACES REOUIRED SPACES PROPOSED = 126 PARKING SPACES PROVIDED PROPOSED PARKING LOT SIZE: ±56.680 SF ACCESSIBLE SPACES REOUIRED - (101-150 SPACES] - 5 ACC. SPACES REQUIRED (4 STD. 1 VAN) REQUIRED LANDSCAPED ISLANDS: 10% . 56,680 SF = 5,668 SF ACCESSIBLE SPACES PROVIDED - 5 ACC. SPACES PROVIDED (4 STD. 8' 1 VAR) PROPOSED LANDSCAPED ISLANDS: ±10.500 SF (4/ �/" \ � e{'' "�..� �•..i fir, I II C� 10' SIDE YIAD---�TT SETBACK \ F1 E.ISWNG BUILDNG Wilson Consulting) Engineers, PLC 9fAe0TR0AD CA IIBU[I ]L39fi0 Reichelt, Kurt & Laura 163 Peorl St. Essex Junction, VT 05452 PizzagoI i Properties, LLC 346 Shelburne Rd., Suite 60, Burlington, VT 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 Overall Proposed Conditions Site Plan SOUTH BURLINGTON � s kl- PROJECT m _L C2.0 1 PLANT LIST KEY BOTANICAL NAME COMMON NAME OTY. SIZE REMARKS TREES AG Amelanchier grandiflora'Robin Hill' Serviceberry 9 2-2.5" Cal. B&B, 6' Branching Ht. AR Acer freeman 'Sienna Glenn' Red Maple 11 2.53" Cal. B&B, 6' Branching Ht. BIN Betula nigra'Heritage' River Birch 15 14-16' Tall B&B, Multi Stem GT Gleditsia triacanthos'Halka' Honeylocust 11 2.5.3" Cal. B&B, 6' Branching Ht. PGa Picea glauca White Spruce 3 8-10, B&B, Full PGb Picea glauca White Spruce 7 61 B&B, Full ZS Zelkova serata'Green Vase' Japanese Zelkova 17 2.53" Cal. B&B, 6 Branching Hit. SHRUBS CS Comus sencea'Isanti' Red Twig Dogwood 51 24-30" Wide B&B, Plant 60" o.c. HP Hydrangea paniculata'Pinky Winky' Pinky Wlnky Hydrangea 14 30-36" Wide C.G., Plant 48" o.c. IJ Ilex verticillata'Jim Dandy Vvinterberry, Holly 8 24-30" Wide B&B, Plant 30" o.c. IV Ilex verticillata'Red Sprite' VWinterberry Holly 45 24-30" Wlde B&B. Plant 30" o.c. RA Rhus aromatica'Gro Lout Dwarf Fragrant Sumac 108 24-30" Wide B&B, Plant 48" o.c. SD Salix discolor Pussy Willow 41 24-30" Wide B&B, Plant 36" o.c. ORNAMENTAL GRASSES: CA Calamagrostis acutiflora stricta'Kan Forester' Feather Reed Grass 395 2 Gal. C.G., Plant 24" o.c. DC Deschampse cespttosa'Schotfland' Tufted Hair Grass 74 2 Gal. C.G., Plant 24" o.c. HO Helicotrichon sempervirens Blue Oat Grass 91 1 Gal. C.G., Plant 18" o.c. MS Miscanthus smensis gracillimus Maiden Grass 59 2 Gal. C.G., Plant 48" o.c. PH Pennisetum alopecuroides'Hameln' Fountain Grass 59 2 Gal. C.G., Plant 30" o.c. PV Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 35 2 Gal. C.G., Plant 30" o.c. PERENNIALS: Al Asclepias incarnata Swamp Milkweed 100 1 Gal. C.G. Plant 18" o.c. CH Chrysanthemum x superbum'Becky' Becky Shasta Daisy 25 1 Gal. C.G. Plant 18" o.c. EP Echinacea purpurea Purple Coneflower 25 1 Gal. C.G. Plant 18" o.c. EJ Eupatonum purpureum Joe-Pye Weed 55 1 Gal. C.G. Plant 18" o.c. HIS Hemerocallis Stella Doro' Stella Dora Daylily 94 1 Gal. C.G. Plant 18" o.c. IE Iris versicolor Blue Flag Iris 35 1 Gal. C.G. Plant 18" o.c. RF Rudbeckia fulgida Goldstrum' Blackeyed Susan 145 1 Gal. C.G. Plant 18" o.a. SL Salvia x superba Ma Night' May Night Salvia 25 1 Gal C G Plant 18" o c ST Sedum'Autumn Joy' Sedum 177 1 Gal. C.G. Plant 18" o.c. C PERENNIALS: x_ t Seed Ill Wet Meadow/Detention Basin Mix (Vermont Wetland Supply. Co I Apply at a rate of 111b per 1,200sf '"xl 0 z� NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS AND LAWN DETAIL. 4. REFER TO DRAWING LA-102 FOR PLANT MATERIAL INSTALLATION DETAILS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION. 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY THE LANDSCAPE ARCHITECT AND CITY OF SOUTH BURLINGTON IN WRITING PRIOR TO ORDERING. 7. FOR SOIL BACKFILL IN THE RAIN GARDEN BASINS, REFER TO CIVIL DRAWINGS, SPECIFICATIONS AND DETAILS. 77 -7777 , J— lit � � 1 _ PROPOSED LQ ACRE 50"FROW DEVELOPpEM1511E / µ I / ti 1 I nif C�� i 70' REAR o YARD SETBACK I M7�-' czelncwowu. � x x x �1 x x x x /. x x x x x x x x x x / x x x x x x x X x x LsJ /;;—�...,�x. fix' x _x �� 1 \" x x x Z �) -\� / x x x x x`x�c-'xu• —J t x x/ `,+� z ..I. -xT�c x x x x x x x A Cl7 swx4w x x x x i ` x x x p / x' x x x x X x �4 �� x �J'"/x x7x.-x xxxx1x �T gR �x xC(`''xxxMCA, � CLASS II�74`x x x " x x k x I- i WETLANDS x x x f `� d . 1t. x x x x x x x x le, x x x x x x x x x x `, x x T x x x a,X Xxx Kx.. /�_"1— �!,'�.--.--"/ - _-. /�60'�/ �-T— \Y yD' cuss u 1 I J r. i - i r qW---� - 1, I / r --Z;9-4_ 1/ III_/�io1i , BARTLETT BROOK APARTMENTS South Burlington, Vermont SEGROUP 13t c - I, IsI—I Burbnelen VT 05401 w eo24e2.00se wow . ees.zcom sroeo k.mK.w,lrmrea ra I•lenn4n PIZZAGALLI PROPERTIES Developer 346 Sholbuma Road - Suite 601 Suf122n 1 VT 054C1 602.660.6600 Issued for Construction 0 20' 40' 60' GRAPHIC SCALE 1'=4Q Nonn S-W 1' = 40 Dale 02.0612015 Drawn By MKW Ch-kea By MKIN Rev,s,ons T,tle I LANDSCAPE PLAN Sheet Number LA-100 Projed Number. Pile: _ Ir. •. w _ 4 ��tii i 0000 .1 �ooeeabe e.8}1a�.:A. .em�a�a�er�n • OOp•OgOb_000"O.Oq • f per— e 1 ir. O � . • . .. I tea.,♦•sy ;;•�•o§ IFN 9aTp7 I RIVER COBBLE — DRIP EDGE EE DETAIL GLLA-102 f RIVER COBBLE [;RIP EDGE SEE DETAIL G\LA-102 ' 4-MS P iOPOSED FOUR STORY, 63 UNIT APARTMENT BUILDING t16,640 SF G-ound Elev. 168.2' a It Floor Elev. 178.5' 15-MS 30-HS 15-RF SCUPPER SPLASH — 1 7 ,DOWN AREA DETAIL H\1-A-102 1 I RIVER COBB( - O DRIP EDGE SEE DETAIL J f 1 66.2 - 11-RA ,2-CA � 12-CA 1-AG 14-DC 25-EE 23-Al 14-RA 11-M 12-CA 30-ST 1-AG 13-CA 200sf Seed-f 14-RA 10-CS 5-IV_ 12-CA 1-IJ 1-AG 18-PX 35-6R 14-RA LAND: 12-CA BOU" 30-RF 1-AG 12-CA 1 Mal e BmN Oa�e=Vs' I I I 15-CA + W + 4785t Seed Mix-B + - --- I r -, -4- E - XITHE -. _ ` — — — ' — — _ �— — \ — J- REMA J TO STIby '1' — f �— — \ — — \_ / �FYIST"WOODS `�\ \ ` i TXk J \ �rLS/rGld�.Ir' �160E�Ct'S'I�NQW9CiD&-----� ` �/ /AI`iBEC_----17 �/' LANDSCAPE PLAN (,iBU S �' D BUFFFR�FFa�TAI�o� Sheetn,—, X X `�C� � \� \\ .. _—__-- i/ ��'�Z'_�=� � �j i, \ ---- 1` �i, / -� sue, =___ _ , _ LA-101 X X X X �\ \ \� —7 �' % X X X X ��C \ \ \`--- ' f'I X X X X X X X L— i /X X X X X XFt 15< I BARTLETT BROOK APARTMENTS — � 133.6 South Burlington, Vermont t-- _ ll 11131 I I ■ 880sf ISeed Mix-B LAN 1-GT OSEGMUP m cnh air. VT pe4p, ter. epx.eex.appa I ..zecs.x4om w. prouD I / lergwpe NrcMxbanO DYnron PIZZAGALLI PROPERTIES / I Developer ' 341 Shel1m 11 e1 - 5uib 601 I I j i I I B,A,gknVT 05401 602 660.68M Issued for Construction 0 10' 20- 40, 'l GRAPHIC SCALE. i"=20- I 4 Soak. i'=20 Date. 02.06,2015 D.- By: MKW Checked By: MKW J NOTES: 1. BOULDERS ARE TO BE HANDLED USING STRAPS OR RUBBER MATS TO PREVENT SCARING. SCARED BOULDERS WILL BE REJECTED. 2. LANDSCAPE ARCHITECT TO ASSIST CONTRACTOR WITH PLACING BOULDERS IN THE FIELD. BOULDER (To be selected by Landscape Architect) SET BOULDER SO THE NATURAL CAMBER OF BOULDER IS BELOW FINISH GRADE 6" TOPSOIL COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL %1 LANDSCAPE BOULDER I SCALE 1/2"= V-0" d-boulder landscape.dwg NOTE: 1. AREAS AROUND BUILDING WHERE WATER DOES NOT SHED DOWN FROM THE ROOF, INSTALL DRIP EDGE 12" FROM FACE OF BUILDING. 2. IN AREAS WHERE WATER DOES SHED DOWN FROM ROOF, INSTALL DRIP EDGE 12" FROM EDGE OF ROOF LINE ABOVE, UNLESS NOTED OTHERWISE. PLANT SPACING NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE BARTLETT BROOK GIRDLING. APARTMENTS PLANT CENTER South Burlington, Vermont A D PLANT ROW SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE D WILL BE REQUIRED IF COMPACTED DECIDUOUS TREE - ALL EQUAL OR SOILS ARE PRESENT A D D AS SHOWN ON NYLON STRAP PLANTING PLAN p WITH 3l4" GROMMETS, REFER TO SPECIFICATIONS NUMBER OF TOP OF ROOTBALL, ROOT FLARE SHOULD ,,e�' /f SE'. G' ROUP SPACING V Roww PLAHTsrso. FT. BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, +3+ c n I h s r, s o.c, 51.9e' o.B4 FASTEN WIRE BELOW POINT OF THEN SCRAPE OFF THE TOP LAYER OF SOIL o e e+ VT a5401 4o.C. 41sr o.7 MAJOR BRANCHING OR TO MAJOR BUILD UP ON TOP OF ROOTBALL FROM NURSERY. m. eax.esx.00e3 w o.c. Sum o.1z OUTSIDE TRUNK. 1W*w 802.e6s 24440 9ovD w o.c. 2e. 0.1 -o.c. 20.Te ole 2 J" HARDWOOD STAKES. ALIGN 2" HEMLOCK BARK MULCH Le—e. A-- P.- STAKES PARALLEL W/ ROAD/ WALKS - --- REMOVE TOP HALF OF WIRE CAGE NOTE: 1. QUANTITY OF SHRUBS AND SPACING OR PARALLEL W/ DIRECTION OF CUT AND REMOVE BURLAP AS NOTEDIN—nNGSCHEDULE. PREVAILING WIND, REFER TO TREE FROM ROOTBALL 2. CONTINUOUS PLANTING PITS FILLED KITH PLANTING MIX PER THE DEPTH AS NOTED IN THE SPECIFICAnONS STAKING DETAIL BACKFILL MIX FOR TREE PLANTING BEDS, PIZZAGALLI PROPERTIES IS REQUIRED. REFER TO SOIL PREPARATION SPECIFICATION Developer FINISH GRADE TEMPORARY WATERING BASIN MULCH, AS SPECIFIED r�� - FINISH GRADE 346 Shelburne Road - Suite 601 Burlington, VT 05401 w - SHRUB ROOTBALL BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX 4 i 2YI '� ICI NOTE: 802.660.6800 W/ EXISTING SOIL TO PROVIDE -, M;` W G ALL TREE PLANTING BEDS ARE BE CONTINUOUS, � S TRANSITION TO UNDISTURBED GRADE =C i — -I I CONTINUOUS PLANTING PIT C1. COMPLETELY DUG OUT AND BACKFILLED WITH THE FI FILLED WITHPLANPLANTING_ MIX PROPER PLANTING BED BACKFILL MATERIAL, REFER REFER TO SPECIFICATIONS UNDISTURBED GRADE TO SOIL PREPARATION SPECIFICATION. TREE PLANTING 1'-0' SEE PLAN 02916 SOIL PREPARATION EXCAVATE ONLY TO SPECIFIED 18" 18" BEDS INCLUDE PARKING ISLANDS. MIN FOR SPACING PLANTING DEPTH TO ENSURE - SUB GRADE STABLE BASE \ 3 TIMES THE DIAMETER OF THE ROOT BALL Y-4" MINUS RIVER COBBLE, rr� SHRUB PLANTING INSTALL FLUSH WITH SURROUNDING GRADE. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT V SCALE: 1/2" = V-0" PROVIDE STONE SAMPLE FOR APPROVAL. BUILDING EDGE LINE DRIP EDGE W/ MIRAFI FILTER FABRIC 50OX STEEL EDGING PAINTED BLACK MANUFACTURER: BORDER CONCEPTS EDGING: BORDER KING STAKES: 24" LONG CONTRACTOR TO PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL GRIVER COBBLE DRIP EDGE SCALE 1/2"= 1'-0" d-river cobble drip edge.dwg CONCRETE WALK REFER TO CIVIL AND ARCHITECT'S DRAWINGS FOR LAYOUT LANDSCAPE BOULDER SCUPPER WATER TO SPLASH DOWN ON BOULDER, POSITION BOULDER TO ALIGN WITH SCUPPER, FINAL PLACEMENT MAY VARY. LANDSCAPE BED SEE PLANTING PLANS RIVER COBBLE DRIP EDGE SEE DETAIL G\LA-102 A TREE PLANTING M SCALE 1/4"= 1'-0" p-decidtree.dwg PLANT SPACING PLANT CENTER ------ PLANT ROW SEE PLANTING PLAN FOR SPACING AND QUANTITIES SEE PLANTING LIST FOR PLANT SPACING SET AT ORIGINAL PLANTING DEPTH FINISH GRADE N MULCH AS SPECIFIED OONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SPECIFICATIONS 02916 SOIL PREPARATION SUB GRADE n� PERENNIAL PLANTING V SCALE: 1/2" = 1'-0" LAWN REFER TO SPECIFICATIONS FOR LANDSCAPE BED SEEDING OR SODDING INFORMATION SEE PLANTING PLANS 6" TOPSOIL REFER TO SPECIFICATIONS I I -I I -III —III —III— COMPACTED I-III-� I I-III-II=� -I I SUBGRADE I I IILuI I �=III=III=III=1 I I H SCUPPER SPLASH DOWN SCALE 1/2"= 1'-0" d-scupper splash down.dwg E LAWN SCALE V = V-0" L, p-lawn.dwg \1 Isar 180. ALIGN STAKES PARALLEL W/ ROAD OR WALKS EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS \DIRECTIONVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O I 126 120' ' 3" CALIPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL O 126 / 0 W/ ROAD OR WALKS EDGE OF WALK OR CURB C. TREE GUYING B TREE STAKING LAYOUT NCI SCALE p-stake.dwg Issued for Construction M Scale. AS NOTED Date 02.06.2015 Drawn By: MKW Checked By. MKW Reyliu— Title LANDSCAPE DETAILS Sheet Number LA-102 Project Number: Fib: May 7, 2015 Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Re: Final Plat Approval #SD-15-09 — 1690 Shelburne Road Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on April 21, 2015 (effective 05/06/15). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by November 2, 2015) or this approval is null and void. If you have any questions, please contact me. Since , r aymond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 6478 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 0 OWN, :600M1 south -)url i ngton PLANNING & ZONING Permit Number SD- - o (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑Preliminary ❑✓ Final PUD Being Requested? ❑✓ Yes ❑No 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 plans 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 #) Kurt V. Reichelt and Laura M. Reichelt 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 85, pages 265 & 422 3. APPLICANT (Name, mailing address, phone and fax#) Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601, Burlington, VT 05401, Phone # 802-660-6805 Fax # 802-660-6868 4. CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Phone # 802-660-6805 Fax # 802-660-6868 a. Contact email address: bbouchard@pizzagalliproperties.com 5. PROJECT STREET ADDRESS: 1690 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01690 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Pizzagalli Properties proposes to construct a four (4) story, 63 unit, multi -family apartment building with 126 parking space. b. Existing Uses on Property (including description and size of each separate use): None c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Proposed uses include a four story, 63 unit, multi -family apartment building. No existing uses on site. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed 15,850 square foot, footprint. 63,400 square feet total. Four (4) floors. Multi -family apartment project. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Four (4) floors. 42' to the top of roof. 47' 6" to top of elevator penthouse. f. Number of residential units (if applicable, new units and existing units to remain): Sixtv-three (63) g. Number of employees (existing and proposed, note office versus non -office employees): 0 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 9.14 / 398,271 b. Building Coverage: Existing 0 Proposed 15,850 (acres /sq. ft.) square feet 0 % square feet 4 % c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 90,408 square feet 22.7 % d. Front Yard Coverage(s) (commercial projects only): Existing 0 square feet 0 % Proposed 0 square feet 0 % 9. WETLAND INFORMATION a. Are there any wetlands (Class 1, 11, or 111) on the subject property? ❑✓ Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Yes, the outlet to our stormwater detention pond is in the wetland buffer. This is being submitted to the state wetlands division for review. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. A recent delineation is shown on the site plan attached. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) . Enclosed 10. AREA DISTURBED DURING CONSTRUCTION: 252,000 SQ. FT. * *Projects disturbing more than one (1) 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 (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations) 7,820,000 b. Landscaping: $ �1! 26 2 (Please submit itemized list of landscaping proposed) Other site improvements (please list with cost) Pool and BBQ area are included in estimated project costs noted above. 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): Estimated 53 p.m. peak hour trips. (34 in, 19 out) 13. PEAK HOURS OF OPERATION: 7:00 a.m. - 9:00 a.m. & 4:00 p.m. - 6:00 p.m. 14. PEAK DAYS OF OPERATION: Monday - Friday 15. ESTIMATED PROJECT COMPLETION DATE: 2/1 /2016 16. PLANS AND FEE Plat plans 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 plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. A,V\. � "� �� A4 b444 &V 7; 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. \ gtw ` � , U✓� T116 N- ra : J$ A f4. Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowled SIGNATURE OF APPLICANT i Kurt V. Reichelt SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: 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, 5 Subdivwvn Application Pbrm. Rev. 12-2011 T000/T000 ft3j oui 9a9T.Id.Ia7u2[ Tipo.TJnQ TZZCZL9Z08 XVd Rd 6fi Z STOZ/ZO/EO i 2849 Cabot Road WCE Wilson Consulting Engineers, PLC Cabot, VT 05647 (802) 472-3960 www.wce-co.com March 13, 2015 Ray Belair Administrative Office Planning and Zoning City of South Burlington 575 Dorset St. South Burlington, VT 05403 Re: Stormwater Supplement to Final Plat Application Proposed Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 Dear Ray, Please find attached the following in conjunction with the proposed Bartlett Brook Apartments project to be located at 1690 Shelburne Rd. in South Burlington, VT: • A CD containing the following: o The State Individual Stormwater Discharge Permit Application ■ Individual Stormwater Discharge Permit Application ■ Schedule A ■ Project Narrative ■ Location Map ■ Soils Investigation Results ■ Percolation Test Results ■ Folders containing the required Standard, Credit Worksheets Treatment, Waiver and ■ Folders containing the required HydroCAD Modeling ■ One (1) full size plan set in pdf format o Supplemental material addressing local requirements 12.03 and 15.13 F of the Land Development Regulations (LDR's) ■ Pre and post construction one year (Q 1) rain event evaluation ■ Pre and post construction twenty-five year (Q25) rain event evaluation Please see the attached Project Narrative for a comprehensive description of the project and treatment techniques. As outlined in the end of the Project Narrative summary included in the State Permit application, the pre and post construction runoffs from the one year (Q 1) rain event yields the following results: • Existing Conditions for one year (Q 1) rain event — o POI 1 Outflow = 0.39 cfs [found in "Existing SN001 (POI 1, 2 & 3) QV] "] o POI 2 Outflow = 0.48 cfs [found in "Existing SN001 (POI 1, 2 & 3) Ql"] o POI 3 Outflow = 0.02 cfs [found in "Existing SN001 (POI 1, 2 & 3) Q1"] Proposed Conditions for one year (Q 1) rain event — o POI I Outflow = 0.30 cfs [found in "Proposed POI 1 Q 1 ] o POI 2 Outflow = 0.48 cfs [found in "Proposed POI 1 Q I] o POI 3 Outflow = 0.02 cfs [found in "Proposed POI 1 Q 1 ] The supplemental material addressing local requirements 12.03 and 15.13F of the Land Development Regulations (LDR's) contains two folders which have HydroCAD modeling of both the pre and post construction runoffs from the twenty-five year (Q25) rain event. Similar to the one year (Ql) evaluation, the existing conditions were modeled in a single HydroCAD model, while the proposed conditions were broken out into the three points of interest (POI's 1, 2 and 3). The results are as follows: • Existing Conditions for twenty-five year (Q25) rain event — o POI 1 Outflow = 1.96 cfs [found in "Existing SN001 (POI 1, 2 & 3) Q25"] o POI 2 Outflow = 1.67 cfs [found in "Existing SN001 (POI 1, 2 & 3) Q25"] o POI 3 Outflow = 0.69 cfs [found in "Existing SN001 (POI 1, 2 & 3) Q25"] • Proposed Conditions for twenty-five year (Q25) rain event — o POI 1 Outflow = 1.48 cfs [found in "Proposed POI 1 Q25] o POI 2 Outflow = 1.84 cfs [found in "Proposed POI 2 Q25] o POI 3 Outflow = 0.69 cfs [found in "Proposed POI 3 Q25] Regarding the impact on downstream structures, and the proposed systems ability to safely pass the 25 year rain event, excess runoff exiting the project area via the infiltration basin overflow outlet structure has been determined to be 0.65 cfs as outlined in the summary for Pond IB 1 in "Proposed POI 2 Q25". Additionally, the peak water elevation in the infiltration basin for this rain event is projected at 158.10', which is only 0.1' above the overflow invert and well below the emergency spillway elevation. This runoff is safely passed through a 36" HDPE drainage outlet to the stone dispersion pad discharge point associated with POI 3. Upon review of this application, the design plans and the associated supplemental material, if you have any questions or concerns, please feel free to contact me. Sincerely, Jeffrey ky, P.E. Cc: WCE File #13027 Bob Bouchard, via email SE GROUP 131 Church Street. Burlington Vermont 05401 STATEMENT OF PROBABLE COST Project Name Bartlett Brook Apartments Drawing Referenced: LA-100 - Landscape Plan Date Prepared. March 2, 2015 Date of Prices. Fall 2014 Project Status: Addendum 1 Revisions Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AG Serviceberry 9 EA. 5550.00 $4,950.00 2.5-3" Cal. AR Red Maple 11 EA. $550.00 $6,050.00 2.5-3" Cal. AS Sugar Maple 11 EA. $550.00 $6,050.00 2.5-3" Cal. BN River Birch 15 EA. $500.00 $7,500.00 14-16' Tall. Multi Stem P a White Spruce 3 EA. $570.00 $1,710.00 8-10' P a White Spruce 7 EA. $340.00 $2,380.00 6-7' ZS Japanese Zelkova 17 EA. $550,00 $9,350,00 2.5-3" Cal. SHRUBS Mixed Varieties 267 EA. 1 $50.00 1 $13,350.00 Oranmental Grasses Mixed Varietes 713 EA. 1 $30.00 1 $21,390.00 2 Gal. Perennials Mixed Varieties 681 EA $15.50 $10,555.50 1 Gal. Wet Meadow/Detention Basin Seed Mix Seed Mix-B 4685 SF 1 $0.55 $2.576,75 Landsacpe Items Landscape Boulders 18 EA. $300.00 S5.400.00 Total: 1 $91,262.25 40`.VERMOM State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Drinking Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.vt.gov March 12, 2015 Kurt & Laura Reichelt 163 Pearl Street Essex Jet. VT 05452 Subject WW-4-4417 Bartlett Brook Apartments proposed sixty three unit multi family apartment building on 9.14 acres located on 1690 Shelburne Road in South Burlington, Vermont. Dear Ladies & Gentlemen: I reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: 1. Please submit a copy of the Permit to Construct from the Public Drinking Water Program. 2. Has the Wetlands program agreed to the delineation and will a Permit be needed from that program for the construction within the buffer? Please respond within thirty, (3o) days from the date of this letter. Re -submittals that are incomplete or made after thirty days may result in the denial of the project. I will continue my review of the project once I receive the information requested. To expedite the review process, I have emailed my comments to your Licensed Designer. Please contact me if you have any questions. Sincerely, '1(,(4VV.'k-- essanne Wyman Regional Engineer cc: South Burlington Planning Commission Jeffrey Olesky Regional Offices —Barre/EssexJct./Rutland/Springfield/St. Johnsbury 4oO VERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office i11 West Street Essex Junction, VT 05452-4695 www.septic.vt.gov March 10, 2015 Kurt & Laura Reichelt 163 Pearl Street Essex Jct. VT 05452 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-4417, Bartlett Brook Apartments proposed sixty three unit multi family apartment building on 9.14 acres located at 16go Shelburne Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on March 9, 2015, including a fee of $9,500.00 paid by check #163902. Under the performance standards for this program, we will have a maximum of 3o 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 30 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 Jeffrey Olesky/Wilson Consulting Engineers, PLC Reaional Offices — Barre/EssexJct./Rutland/SDrinafield/St. Johnsburu ray From: Justin Rabidoux Sent: Tuesday, April 07, 2015 2:03 PM To: ray Subject: FW: Comments on Bartlett Brook Apartments From: Tom Dipietro Sent: Tuesday, April 07, 2015 2:01 PM To: Justin Rabidoux Subject: Comments on Bartlett Brook Apartments Justin, I reviewed plans for the Bartlett Brook Apartments project that were prepared by Wilson Consulting Engineers, PLC, dated 1/6/14 and last revised on 2/20/15. 1 would like to offer the following comments: This project is located in the Bartlett Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). Also, the project proposes to create greater than 1 acre of impervious area and disturb greater than 1 acre of land. It will therefore require a stormwater permit and stormwater construction permit from the Vermont DEC Stormwater Division. The applicant should acquire these permits before starting construction. 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. DiPietro 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.sburi.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. t.COM • th-other Paper _....... - .... -. --- --- - - ._.... --—..__.._..__...... *fieds SSI L FURNITURE: Maple -finish buffet/hutch with mir- rored back, 50", 2 glass shelves & interior lights. 45" i found at Round table & extra leaf. 4 Chairs. $1,200 for all. et. Please 802-846-5200. (03/19) i drop off. ITEMS: Maple china Dutch, multiple doors& draw- ers, $225. Executive style leather office chair, high back, burgundy, $75. Horizontal file cabinet, 2 draw- ers, wood, $75. L.L. Bean Snowshoes, Trailblazer 30, 15" steel $40. G.E. Countertop microwave with turntable, $50. 802)863- 802-497-3029.(03/19) ITEMS: Moving sale: King size mattress $250.- Dining own Vic- set: cherry table & 4 maple chairs $200. Big book or mer tires maps display case $75. Ten Spanish Big Book Scho- 5.2 snow lastic set $50.832-515-3701. (03/ 12) )BO. 802- lassifieds--------- --- , rbr South Burlington residents. h 'e P ease Check One Below 1 residents for ITEMS FOR SALE, FREE ITEMS, TAG SALES, ITEMS and VEHICLES FOR SALE will be printed for 2 weeks Isis. 1 1 SALE or REAL ESTATE FOR RENT ads cost $20 p 1 ier Paper and mail to the address listed at the bottom of this form. (please submit this amount) 1 1 1 less) and applicable payment must be received by deadline to be included in the current issue. 1 1 d phone are required for residency verification. 1 1 1 1 1 1 1 1 1 1 1 0 Williston Road, South Burlington, VT 05403.-------------------------- 1 Public Notices PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing, in the South Burlington City Hall Conference Room, 575 Dor- set Street, South Burlington, Vermont on April 21, 2015 at 7:00 P.M. to consider the following: Preliminary & final plat application #SD-15-08 of F + M Development Co., LLC to amend a previously approved planned unit development consisting of: 1) 425 residential units in eight (8) buildings, 2) a 91 unit congregate housing facility, and 3) a 4,430 sq. ft. expansion of an indoor recreation facility. The amendment consists of: 1) resubdividing lots #1 & #10 to reduce the size of lot #10 and increase the size of lot #1, 2) removal of a four (4) foot fence on lot #10, 3) after -the -fact reduction in the size of the community gardens on lot #1, and 4) revising the landscaping on lot #10, 25 Bacon Street. Final plat application #SD-15-09 of Pizzagalli Properties, LLC for a planned unit development consisting of: 1) subdividing an undeveloped 9.14 acre parcel into two (2) lots of 1.0 acres and 8.14 acres, and 2) constructing a 4-story 63 unit multi -family dwelling on the 8.14 acre parcel, 1690 Shelburne Road. Preliminary & final plat application #SD-15-10 of 4 On The Floor, LLC to amend a previously approved planned unit development consisting of two (2)_ lots and two (2) general office buildings. The amendment consists of constructing a 9,622 sq. ft, building for commercial kennel and pet day care use, 1035,1037 & 1045 Hinesburg Road. Final plat application #SD-15-11 of JJJ South Burlington, LLC to amend a previously approved 258 unit planned unit development in two (2) phases. The amendment is to phase II (Cider Mill 11) of the project and consists of: 1) shifting Russett Road & Puritan Street to minimize wet- land intrusions, 2) revising the storm drains so as to connect all footing drains directly into the stormwater system, and 3) residential design review forthe single family dwelling on lots #1-#66,1580 Dorset Street. Tim Barritt, Chair South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hail. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. April 2, 2015 1 our business card placed in the Service Directory, call 864-6670. ...._. 864-9609 Brian McKenzie LLC THE MAC HELP GUY ,,,,r•� Property Manaaement • Handyman Services Bartlett Brook Apts. SE Group Pizzagalli Construction 12/19/14 Notes • #5 include parking lot islands in planting beds and specify a depth of 3 ft • #6 change to state that species substitutions must be approved by the City of South Burlington • Need to specify locations of different plant species on the plans Tree Planting Detail • Specify a depth of 3 ft. in parking lot islands • Detail refers to a soil preparation specification for planting mix but I couldn't find it in the plans. Listing the specification in the planting detail would be simpler Final Draft 3/25/15 • Still need to include clause that species substitutions must be approved by the City of South Burlington • Sugar Maple isn't the best species choice for parking lot islands due to salt sensitivity and intolerance of urban planting conditions South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 March 25, 2015 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Bartlett Brook Apartments Dear Ray: We have reviewed the plans for this proposed development. We have the following concerns and/or recommendations. 1. Commercial structures and multifamily units will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. 2. Provide emergency key boxes, location to be specified by SBFD. 3. Sprinklers, fire alarms, and standpipes per the VFBSC. 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 5. Fire locations are good 6. Parking island and fire department access is good. 7. Natural gas powered fire pit is good. 8. Landscaping plan does not seem to interfere with fire department access and Emergency equipment deployment. Page - 2 Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Douglas S. Brent Fire Chief ray From: Justin Rabidoux Sent: Monday, March 23, 2015 10:34 AM To: ray Subject: Pizzagalli Properties - #SD-15-09 Final Plat Plans Ray, I have reviewed the referenced set of plans and have no further comment at this point. The applicant has done an excellent job incorporating my previous comments into this plan set. Our office will still review the project's stormwater, landscaping and water system designs and be providing comment up to the 4/10 deadline. Thanks, 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. ray From: Craig Lambert Sent: Monday, March 30, 2015 11:52 AM To: ray Subject: RE: Bartlett Brook Landscaping Reviews Looks OK Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clambert(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 us immediately by return email Thank you for your cooperation. From: ray Sent: Monday, March 30, 2015 10:33 AM To: Craig Lambert Subject: FW: Bartlett Brook Landscaping Reviews Craig, You OK with the changes? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabilitV.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: Bob Bouchard [mailto: Bob. Bouchard@pizzagalliproperties.com] Sent: Monday, March 30, 2015 10:28 AM To: ray Subject: FW: Bartlett Brook Landscaping Reviews r Hi Ray: Attached are the revised landscaping plans for 1690 Shelburne Road (Bartlett Brook Apartment) as requested by Craig Lambert (South Burlington City Arborist). I will drop off five (5) copies of the full size plans and 1 copy reduced. Thank you, Bob Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchard(d_)pizzagaIIiproperties. corn NOTICE: Our website can now be viewed at www.pizzagalliproperties.com. From: Michael Willard [mailto:mwillard@segroup.com] Sent: Monday, March 30, 2015 9:43 AM To: Bob Bouchard Cc: 'Jeff Olesky' Subject: RE: Bartlett Brook Landscaping Reviews Hi Bob, Attached are the updated planting plans for the City's review. We switched out the sugar maples for honey locust trees, which are more tolerant of the urban conditions and stresses the parking lot will put on the trees. We also added the note that the City will need to provide approval for any substitutions for plant material. If you need any other changes, please let me know. Thanks, Michael Apr `,�r • � s'' Michael Willard, LEED AP, ASLA Senior Associate, Landscape Architect 131 Church Street, Suite 204 Burlington, Vermont 05401 Office 802.862.0098 x116 Mobile 802.999.6506 mwillard(cDsegroup.com www.segroup.com From: Bob Bouchard [ma iIto: Bob. Bouchard @pizzagaIIiproperties. com] Sent: Friday, March 27, 2015 5:07 PM To: Michael Willard Cc: 'Jeff Olesky' Subject: Bartlett Brook Landscaping Reviews Hi Mike: Please see the City's comments regarding our latest landscaping drawings for Bartlett Brook. They seem pretty minor. Let's discuss on Monday if possible. Maybe revise the drawings to incorporate their requested notes. Thanks, Bob 2 Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchardCaD_pizzagall iproperties. com NOTICE: Our website can now be viewed at www.pizza.galliproperties.com. From: ray imailto:ray@sburl.com] Sent: Friday, March 27, 2015 2:56 PM To: cgalipeau@cea-vt.com; Bob Bouchard; David Burke Subject: FW: landscape reviews Gentlemen, Please see attached comments from the City Arborist on your respective projects. 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, a-nutil 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 cotttrtitting= infi�rtncttion relating to City business are likely to be regarded as public records which nuty be inspected by any person upon request, unless otherwise made confidential by law. /fvou have received this message in error, please notify us immediately by return entail. Thank you for your cooperation. From: Justin Rabidoux Sent: Friday, March 27, 2015 2:52 PM To: ray; Paul Conner Subject: Fwd: landscape reviews Begin forwarded message: From: Craig Lambert <clambert@sburl.com> Date: March 27, 2015 at 2:35:43 PM EDT To: Justin Rabidoux <iabidoux@sburl.com> Subject: landscape reviews Justin, Here are my comments on the landscape plans. I put the most recent comments below the originals for comparison purposes. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(osburl.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. CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this day of P6rJ , 20 IC a copy of the foregoing public notice for n0.( P(Gi'� [type of application] #-M-14-S l [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) Dated at 15D 'rI [town/city], Vermont, this 36Y2 Printed Name: Phone number and email: Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 day of rcl\ 120 1 - e J-Cow South Burlington Sample Certificate of Service Form. Rev. 1-2012 Adjoiners List For 1690 Shelburne Rd. South Burlington, VT 0403 Adjoiners — Name Mailing Address Parcel ID MDT Partnership, LLP 1650 Shelburne Rd. 0720-00005 & South Burlington, VT 05403 1540-01650 Chase, Thomas 38 Chase Ln. 0720-00009 Colchester, VT 05446 Stonehenge Investment One Lawson Ln. 0720-00025 Corporation, Inc. Burlington, VT 05401 Lark Inns, LP 410 Shelburne Rd. 1540-01720 South Burlington, VT 05403 Smart Suites, LLC 410 Shelburne Rd. 1540-01700 South Burlington, VT 05403 Oil #2, LLC 14 Tanglewood Dr. 1540-01691 St. Albans, VT 05478 Shearer North, LLC 1675 Shelburne Rd, 1540-01675 South Burlington, VT 05403 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 south audinki. n PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on April 21, 2015 at 7:00 P.M. to consider the following: 1. Preliminary & final plat application #SD-15-08 of F + M Development Co., LLC to amend a previously approved planned unit development consisting of: 1) 425 residential units in eight (8) buildings, 2) a 91 unit congregate housing facility, and 3) a 4,430 sq. ft. expansion of an indoor recreation facility. The amendment consists of: 1) resubdividing lots #1 & #10 to reduce the size of lot #10 and increase the size of lot #1, 2) removal of a four (4) foot fence on lot #10, 3) after - the -fact reduction in the size of the community gardens on lot #1, and 4) revising the landscaping on lot #10, 25 Bacon Street. Final plat application #SD-15-09 of Pizzagalli Properties, LLC for a planned unit development consisting of: 1) subdividing an undeveloped 9.14 acre parcel into two (2) lots of 1.0 acres and 8.14 acres, and 2) constructing a 4-story 63 unit multi -family dwelling on the 8.14 acre parcel, 1690 Shelburne Road. 3. Preliminary & final plat application #SD-15-10 of 4 On The Floor, LLC to amend a previously approved planned unit development consisting of two (2) lots and two (2) general office buildings. The amendment consists of constructing a 9,622 sq. ft. building for commercial kennel and pet day care use, 1035, 1037 & 1045 Hinesburg Road. 4. Final plat application #SD-15-11 of JJ1 South Burlington, LLC to amend a previously approved 258 unit planned unit development in two (2) phases. The amendment is to phase it (Cider Mill II) of the project and consists of: 1) shifting Russett Road & Puritan Street to minimize wetland intrusions, 2) revising the storm drains so as to connect all footing drains directly into the stormwater system, and 3) residential design review for the single family dwelling on lots #1 - #66, 1580 Dorset Street. Tim Barritt, Chair South Burlington Development Review Board 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. April 2, 2015 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com r1 � southb-arlhn2ton PLANNING & ZONING February 5, 2015 Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Re: Preliminary Plat Approval #SD-14-39 — 1690 Shelburne Road Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact & Decision on the above referenced project approved by the South Burlington Development Review Board on February 5, 2015. Please note the conditions of approval including the requirement that the final plat review application be submitted within 12 months of this decision. If you have any questions, please contact me. Sinc , elly n/ r 7 ymond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 6348 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com I A% :6,01�1 southburlington PLANNING & ZONING 9 Permit Number (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW OPreliminary ❑Final PUD Being Requested? OYes []No 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 plans 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 lax #) Kurt V. Reichelt and Laura M. Reichelt 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 85, pages 265 & 422 3. APPLICANT (Name, mailing address, phone and fax#) Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601, Burlington, VT 05401 phone 660-6805; fax 660-6868 4. CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC, 346 Shelburne Road, Suite 601, Burlington, VT 05401 phone 660-6805; fax 660-6868 a. Contact email address: Bbouchard@pizzagalliproperties.com 5. PROJECT STREET ADDRESS: 1690 Shelburne Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01690 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.-,burl.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Pizzagalli Properties proposes to construct a four (4) story, 63 unit, multi -family apartment building with 126 proposed parking spaces. b. Existing Uses on Property (including description and size of each separate use): None. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Proposed uses include a four story, 63 unit, multi -family apartment building. No existing uses on site. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed 15,640 square foot, footprint. Four floors. 62,560 square feet total. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Building height 42' 6". Four floors. f. Number of residential units (if applicable, new units and existing units to remain): Pizzagalli proposes 63 residential units. g. Number of employees (existing and proposed, note office versus non -office employees): 0 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 9.14 / 398,271 (acres /sq. ft.) b. Building Coverage: Existing 0 square feet 0 % Proposed 15,640 square feet 4 % c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 97,975 square feet 24.6 d. Front Yard Coverage(s) (commercial projects only): Existing 0 square feet 0 % Proposed 0 square feet 0 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑✓ Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Yes. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. A recent delineation is shown on site plan. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) Enclosed. 10. AREA DISTURBED DURING CONSTRUCTION: 252,000 SQ. FT. * *Projects disturbing more than one (1) 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 (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 7,820,000 b. Landscaping: $ 85,700 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): Estimated 53 p.m. Peak hour trips 34 in 19 out 13. PEAK HOURS OF OPERATION: 7:00 a.m. - 9:00 a.m. & 4:00 p.m. - 6.00 p.m. 14. PEAK DAYS OF OPERATION: Monday - Friday 15. ESTIMATED PROJECT COMPLETION DATE: 2/1/2016 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I " x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See th City fee schedule for details. N 4 J 1/// lvv� 4m;� An /0 C//� 19110 ),- k 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. 4 Subdivision Application Form, Rev. 12-2011 11/17/2014 3:39 PM FAX 8028723"91 Daffodil Enterpriser c 10 0001/0001 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 .TURF OF F OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Co 'plete Incomplete ///n��!/ PRINT NAME The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project, Call (802) 879-5676 to speak with the regional Permit Specialist. 5 subevisian ApprtcaliOn FQrM- ROV, 12-2011 1 South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 January 23, 2015 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Proposed Bartlett Brook Apartments 1690 Shelburne Rd. Dear Ray: I have reviewed the plans for the proposed construction of the four story residential building at 1690 Shelburne Road. If this project is built as planned it should be a pretty straight forward project. I have the following recommendations: 1. Compliance with all requirements of City of South Burlington/Vermont Fire Safety codes and standards as enforced by the South Burlington Fire Marshal. 2. Automatic sprinklers, standpipes, and fire alarm system. 3. Fire Department Sprinkler/Standpipe Connection (FDC) locations to be specified by SBFD. 4. Fire Alarm System panels and enunciator locations to be specified by SBFD. 5. Provide emergency key box(s) for the building, location to be specified by SBFD. 6. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 7. Provide 1 additional fire hydrant for the project (2 total). I would recommend 1 as shown on the plan dated 01/06/2014, and the 2°a on the north end of the parking lot closest to the building 8. Provide 24 hour per' day off -site (central station) monitoring of all fire alarm and fire protection systems. Page - 2 9. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 10. The parking lot islands and travel lanes within this plan which are not designed to provide adequate turning radii for responding fire apparatus. All corners and roadways shall meet a minimum of 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 could be dealt with as needed with the assistance of the developer and the South Burlington Fire Marshal office. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Douglas S. Brent Fire Chief PIZZAGALLI PROPERTIES, LLC December 2, 2014 Mr. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: 1690 Shelburne Road Bartlett Brook Apartment Preliminary Site Plan Review Waiver Request Dear Ray: 346 Shelburne Road, Suite 6oi Burlington, Vermont 05401 T 802.66o.6800 F 802.66o.6868 www.Pizzagailiproperties.com RECEIVED DEC 0 4 2014 City of So. Burlington Pursuant to the above referenced project, Pizzagalli Properties would like to request a waiver from the City of South Burlington and the Development Review Board for the proposed building height and location of the swimming pool. The total building height of the proposed Bartlett Brook Apartments is 47'. So we are requesting a height waiver of 12'. Approximately 6' of the requested waiver is for the elevator penthouse. Pizzagalli is also requesting a waiver from Section 13.04 A (1) No pool shall be constructed in a required front yard. At present, we have located an in -ground swimming pool (20' x 38') on the west side of the building. If this is deemed to be in the required front yard, ,ve ,.k/ou!d 3Iso like to request a %vafV =i `or the pools current location. Please do not hesitate to contact me with any questions. Sincerely: A�a '4_� _1� Robert Bouchard Development Manager ray From: Justin Rabidoux Sent: Tuesday, December 30, 2014 3:39 PM To: ray Subject: Bartlett Brook Apartments - #SD-14-39 Ray, I reviewed the plans for the Bartlett Brook Apartments, 1690 Shelburne Road, prepared by WCE, PLC last revised on 12/1/14 and have the following comments to offer. 1. Sheet C2.0 —The sidewalk, where it crosses the project driveway at Route 7, shall continue through the driveway and be 8" thick. 2. Sheet C2.0 — What is the depth of the water line just to the west of Proposed CB#9 as it crosses the storm line about 13' west of CB#9? The HDPE inverts listed on C2.3 show a storm system with a depth of —6', which is approximate to the standard depth for water lines. 3. Sheet C2.0 — The applicant shall include a stop sign and stop bar where the project driveway meets Route 7, stopping westbound traffic. There is a "Proposed Sign" note near this location, but the plans contain no further detail on this. 4. Sheet C2.0 — Are there ADA ramps on each side of the driveway where the sidewalk crosses it adjacent to the "Proposed Concrete Pad Grilling Area"? This crossing creates a mid -block pedestrian crossing which needs to include supporting crosswalk markings, ADA ramps and MUTCD approved signs. 5. Sheet C2.0 — Near the southwest corner of the parking lot to the east of the proposed building, in a small area, a hydrant, street light and catch basin are shown. Does enough room exist in this small space for these items and their appurtenances? 6. Sheet C3.1— All curb areas along the main driveway shall have a 7" reveal. Thank you for the opportunity to comment and 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 jrabidoux@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: Justin Rabidoux Sent: Tuesday, December 23, 2014 2:44 PM To: ray Subject: FW: Comments on Bartlett Brook Apartments From: Tom Dipietro Sent: Tuesday, December 23, 2014 1:32 PM To: Justin Rabidoux Subject: Comments on Bartlett Brook Apartments Justin, I reviewed plans for the Bartlett Brook Apartments project that were prepared by Wilson Consulting Engineers, PLC, dated 1/6/14 and last revised on 12/1/14. 1 would like to offer the following comments: 1. This project is located in the Bartlett Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). Also, the project proposes to create greater than 1 acre of impervious area and disturb greater than 1 acre of land. It will therefore require a stormwater permit and stormwater construction permit from the Vermont DEC Stormwater Division. The applicant should acquire these permits before starting construction. The applicant is encouraged to coordinate with the City when obtaining these permits. 2. The project is located in the City's Stormwater Management Overlay district and must therefore meet the requirements in section 12.03 of the City's Land Development Regulations (LDRs). a. The applicant must provide hydrologic modeling for the 1 year, 24 hour storm event so that conformance with section 12.03C of the LDRs can be evaluated. 3. The applicant should provide hydrologic modeling for the project in a future submission. Modeling should include information sufficient to evaluate the treatment provided by the proposed stormwater pond, infiltration trench, and bio-retention areas. The modeling must include information related to the 25 year, 24 hour storm event (4.0 inches of rain), so that compliance with Articles 12.03E and 15.13F of the City's LDRs can be evaluated. 4. All curb cut drainage inlets must be clearly shown/labeled. 5. An emergency spillway is not specified on the proposed stormwater pond. Where would water flow during a 100 year storm event or in the event that the pond outlet fails? 6. Class 2 wetlands are located on the property. Impacts to these wetlands are only allowed if the State of Vermont issues a Conditional Use Determination (CUD). 7. How would residents access the proposed community garden and tennis courts? 8. Additional impervious area is associated with the tennis court and parking. Where will treatment / detention of this runoff be provided? Thank you for the opportunity to comment. -Tom Thomas J. DiPietro 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. ray From: Bob Bouchard <Bob.Bouchard@pizzagalliproperties.com> Sent: Tuesday, December 23, 2014 11:36 AM To: ray Cc: Jeffrey Olesky Subject: RE: 1690 Shelburne Road Stormwater Calculations Hi Ray: Yes, we will have that worked out for our final design and final review. We have been working with Tom regarding our plans for storm water control. The issue stems from the fact that Bartlett Brook is an impaired watershed. So we need to find additional areas within the watershed to make improvements to. The City does not presently have any improvement project going on that we can contribute to so we will need to get creative. We are working on that now. Thank you, Bob Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchard(cD.pizzagalIiproperties. com NOTICE.' Our website can now be viewed at.www.pizzaqallil,)roperties.com. From: ray [mailto:ray@sburl.com] Sent: Tuesday, December 23, 2014 11:27 AM To: Bob Bouchard Subject: 1690 Shelburne Road Stormwater Calculations :.. Tom DiPietro was asking if you had performed the calculations necessary for the stormwater design. It wasn't included in your submission. Is it your plan to submit this with your final application? 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. Barlett Brook Apts SE Group Pizzagallia Construction 12/19/14 Notes • #5 include parking lot islands in planting beds and specify a depth of 3 ft • #6 change to state that species substitutions must be approved by the City of South Burlington • Need to specify locations of different plant species on the plans Tree Planting Detail • Specify a depth of 3 ft. in parking lot islands • Detail refers to a soil preparation specification for planting mix but I couldn't find it in the plans. Listing the specification in the planting detail would be simpler Gilman & Briggs Environmental, Inc. 1 Conti Circle, Suite 5 Barre, Vermont 05641 Tel: (802) 479-7480; FAX: (802) 476-5610 gbenvironmental(tiearthfin k.net 24 November 2014 Bob Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Subject: Bartlett Brook Apartments Dear Bob, This is to respond to requests for information from the City of South Burlington in regard to the proposed Bartlett Brook Apartments project at 1690 Shelburne Road. Although not shown on the city's Wetlands Map, there is a jurisdictional wetland on the site, occupying the ravine that cuts across the property. This is a riparian wetland along one of the branches of Bartlett Brook, formed in sediments deposits that accumulated behind an old stone dam, now breached. The three encroachments into the wetland buffer zone shown on the site plan are (1) a portion of the proposed drainage outfall at the southwest corner of the development, (2) a waterline crossing adjacent to the entrance drive, and (3) grade changes associated with the entrance drive. After reviewing the preliminary plans for the Bartlett Brook Apartments, I conclude that the proposed buffer zone impacts would be permissible under South Burlington Surface Water Protection Standards. I base this conclusion on the wetland's values and functions and the low likelihood that the intrusions into the wetland buffer zone would adversely affect the protected functions listed in E(3) of the regulations. An evaluation of the subject wetland's values and functions (in preparation for a State Wetland Permit Application) finds that it performs the following functions at a significant level: 1. Water Storage for Flood Water and Storm Runoff; 2. Surface and Ground Water Protection 3. Fish Habitat 4. Wildlife Habitat 5. Erosion Control through Binding and Stabilizing the Soil Bob Bouchard 24 November 2014 Page 2 The "ability of the property to carry or store flood waters adequately" will not be affected because none of the proposed actions in the buffer zone intrude into the areas of the wetland where this function is performed. Although the wetland is not shown as a Flood Hazard Area on the state's Natural Resource Atlas, there is evidence that it retains water during periods of high flows and storm events, primarily upstream of the old breached dam at the western end of the wetland. The proposed drainage outfall will be located downstream of this dam. The encroachments will not adversely affect the ability of the proposed stormwater treatment system to reduce sedimentation according to state standards because discharge will be downstream of the wetland proper and impact only the extreme downstream edge of the wetland buffer zone. Because the proposed encroachments do not affect the stream through the wetland, they will not affect the stream's ability to support fish habitat. The wildlife expected to use this wetland are primarily species that are commonly found in residential and suburban areas, and therefore adapted to human activity and traffic noise. The wetland is currently bounded by wooded slopes, a condition that will be maintained after development, so the characteristics that support wildlife habitat (cover, shelter, feeding habitat) will not be affected. The wetland was determined to be significant for erosion control along Bartlett Brook through binding and stabilizing the soil. No activity associated with the proposed project will impinge on the wetland itself, nor will it affect conditions that sustain the scrub/shrub and emergent community that is responsible for erosion control. Sincerely, l Errol Briggs ECB/s Agreement to Provide Easement This Agreement to Provide Easement (the "Agreement") is entered into as of this day of , 2014, by and between Pizzagalli Properties, LLC, a Vermont limited liability company with a principal place of business in Burlington, Vermont (the "Owner"), and the City of South Burlington, a Vermont municipality in the County of Chittenden and State of Vermont (the "City"). Background A. The City of South Burlington Development Review Board, by decision dated , 2014, approved a planned unit development and subdivision on a parcel of land comprising of approximately 9.14 acres fronting on and easterly of Shelburne Road with an address of 1690 Shelburne Road (the "Property"), as shown on a plan entitled, "Plat of Survey, Property of Pizzagalli Properties, LLC, 1690 Shelburne Road, South Burlington, Vermont," prepared by Civil Engineering Associates, Inc., dated , 2014, last revised , 2014, and recorded in Map Slide of the City of South Burlington land records (the "Survey"). [Reference should be to final subdivision plat as approved by DRB] B. Condition #_ of the final approval of the City's Development Review Board obligates the Owner, under certain conditions, to provide an easement over the roadway to be constructed on the Property, as shown on the Survey and a Site Plan entitled, "Site Plan," prepared by Wilson Consulting Engineers, PLC, dated , 2014, last revised , 2014 (the "Site Plan"). [Reference should be to final site plan as approved by DRB] C. The City seeks an easement over, upon, across, and through the roadway on the Property to provide access between Green Mountain Drive and Shelburne Road over the Property 1131295038.1 08795-00341 E and over a parcel of land located adjacent to and easterly of the Property, which second parcel of land is identified on the Survey as 25 Green Mountain Drive (the "Adjacent Property"). NOW, THEREFORE, in consideration of the foregoing, the City Development Review Board's final approval of the subdivision and the Site Plan, and for other good and valuable consideration, the Owner and the City hereby agree as follows: If requested by the City in connection with the City's review of future development on the Adjacent Property, the Owner and the then owner of the Adjacent Property (the "Adjacent Owner") shall exchange reciprocal roadway easement deeds, in form and substance reasonably satisfactory to the City, conveying easements for public pedestrian and vehicular ingress and egress over, upon, across, and through the roadway on the Property and any future roadway as may be built by the Adjacent Owner on the Adjacent Property to establish a private roadway connection extending from Green Mountain Drive to Shelburne Road, all as approved by the City. In connection with the foregoing, the Owner will be responsible for extending the roadway on the Property to the easterly boundary of the Property in order to connect with the roadway to be constructed by the Adjacent Owner to the westerly boundary of the Adjacent Property. 2. The Owner will not apply to the City to have said roadway easement accepted as a public street, and the Owner waives any rights it may have or claim by virtue of the City's approval of said roadway easement to request the City to accept the same as a public street. 3. Nothing contained in this Agreement shall be construed as obligating the Owner to dedicate the easement to the City as a public street, and, similarly, nothing contained in this Agreement shall be construed as obligating the City to accept any such proffered dedication. The Owner shall not be required to construct the roadways on the Property to City specifications for 1131295038.1 08795-00341 2 J town roads. 4. This Agreement is intended to benefit the City only and shall not be construed as conferring any direct rights on the Adjacent Owner or for the Adjacent Property, but only as the indirect beneficiary of the City's election to exercise its rights to require a roadway easement from the Owner in accordance with the terms and conditions of this Agreement. 5. This Agreement shall run with the Property and be binding upon the Owner and its successors and assigns. 6. This Agreement may only be amended or revoked upon written consent and approval of the City. IN WITNESS WHEREOF, the Owner has caused this Agreement to be executed by its duly authorized agent as of the day first above written. Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Pizzagalli Properties, LLC By: Duly Authorized Agent At , in said County, this day of , 2014, personally appeared , duly authorized agent of Pizzagalli Properties, LLC, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of Pizzagalli Properties, LLC. Before me, Notary Public My Commission expires: 2/10/15 IN WITNESS WHEREOF, the City executes this Agreement as of the day of , 2014. {B1295038.1 08795-0034) 3 town roads. 4. This Agreement is intended to benefit the City only and shall not be construed as conferring any direct rights on the Adjacent Owner or for the Adjacent Property, but only as the indirect beneficiary of the City's election to exercise its rights to require a roadway easement from the Owner in accordance with the terms and conditions of this Agreement. 5. This Agreement shall run with the Property and be binding upon the Owner and its successors and assigns. 6. This Agreement may only be amended or revoked upon written consent and approval of the City. IN WITNESS WHEREOF, the Owner has caused this Agreement to be executed by its duly authorized agent as of the day first above written. Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Pizzagalli Properties, LLC Duly Authorized Agent At , in said County, this day of , 2014, personally appeared , duly authorized agent of Pizzagalli Properties, LLC, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of Pizzagalli Properties, LLC. Before me, Notary Public My Commission expires: 2/10/15 IN WITNESS WHEREOF, the City executes this Agreement as of the day of 2014. {B1295038.1 08795-0034} 3 Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. City Of South Burlington By: City Manager and Duly Authorized Agent At South Burlington, in said County, this day of , 2014, personally appeared Kevin Dorn, City Manager and duly authorized agent of the City of South Burlington, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of the City of South Burlington. Before me, Notary Public My Commission expires: 2/10/15 {B1295038.1 08795-0034} 4 ray From: ray Sent: Monday, December 01, 2014 11:17 AM To: 'Bob Bouchard' Subject: 1690 Shelburne Road Preliminary Plat Application I have reviewed the preliminary plat submission for your 1690 Shelburne Road project. It appears that the application is incomplete due to the following required information missing from the submission: • Survey plat of the property prepared by a licensed land surveyor. • A bike rack. • List of waivers (it appears that you are seeking a waiver from the 35 ft. height limit but no request for this waiver was submitted). Once I receive the above information, I can deem the application complete. 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. 1 (0 N f(lz 7a, CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby cev�i that on this ��day of em 20, a copy of the foregoing public notice for Ynl PU [type of application] # S D- l 39 [application number], was sent by U.S. mail, pos age 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) *-e-" Dated atctown/city], Vermont, this �S' day of20 1. Printed Name: Phone number and email: Signature: Date: MW .r��'�_ 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 Adjoiners List For 1690 Shelburne Rd. South Burlington, VT 0403 Adjoiners — Name Mailing Address Parcel ID MDT Partnership, LLP 1650 Shelburne Rd. 0720-00005 & South Burlington, VT 05403 1540-01650 Chase, Thomas 38 Chase Ln. 0720-00009 Colchester, VT 05446 Stonehenge Investment One Lawson Ln. 0720-00025 Corporation, Inc. Burlington, VT 05401 Lark Inns, LP 410 Shelburne Rd. 1540-01720 South Burlington, VT 05403 Smart Suites, LLC 410 Shelburne Rd. 1540-01700 South Burlington, VT 05403 Oil #2, LLC 14 Tanglewood Dr. 1540-01691 St. Albans, VT 05478 Shearer North, LLC 1675 Shelburne Rd. 1540-01675 South Burlington, VT 05403 I ( ( I LEGEND IX. ce, Wilson Consultingi RIM=152.9' n/f I 10' SIDE YARD I I i Engineers, PLC -. EXISTING CONTOUR 24' HOPE INV. OUT=146.1' a_T1-Mo MDT Partnership, SETBACK n/f � n/f �ao,.nD�6.> ., MDT Partnership, 965PROPOSED coNrouR IX. ce2 _ ; I PI Thomas, Chase � •---<•<o<� RIM -151.5' T LLP IX, 12' Chip I - - - - PROPERTY LINE 24- HOPE INV. IN (E)=143.T EX. 12" CMP EXI PAVED INV.-157.2' I rim LLP I I 24- HOPE INV. IN (S)-143.7' I , .a INV.=1S8.0' rAma+Nc AREA I PMIOIp AREA I 1 OWNER: - -- SETBACK LINE ! c- X[SDER 6 c0iT0NWODD 24' HOPE INV. OUT (N)-143.6' 5_60 _ _ _ _ ,�• pINE EASEMENT LANE IX. Gli3 I \ \ _ _ -�- ay_ . _ - J' V� t1116.2 " MAAE S1]3.6 t- Dom..ME Reichelt Kurt S$ RIM-151.8' 1 I E , r - 16--EL -Jg^ '��Y %N . 6• � _ Yl t2rswEw p= ,/7714. 6DXEtm+ + GRAVITY $EYA:R LINE I - - ST STORM DRAINAGE LINE I n I ,� // / 16' ME ,D- 12 ASPEN . 6' ME { ! & Laura W WATER LINE d PINE ! I I / ID' PINE' ` ' I ' , ' I aR!► , I 1 I , 1.- P.� 1.�,+6• �+6� 7a 1 �� 163 PeDrl St. - OE OVERHEAD ELECTRICAL LINE EXISTING 6" PE I } I I I '_ ( _ e '3;°E""' a I i 1 �� '/ Essex Junction, VT 05452 GAS MAIN I 1 I CwH I �i ddd Is' PINE / - LE UNDERCR"D ELECTRICAL UNE I I 1 I I ` I , cEVAW _ _ / c� a j0" %NE I I I I I Aa 0 / /I / I6• PALE T UNDERGROUND TELEPHONE LINE EX. SMH1 I 1 I I I �.IY CEDAR 12 DFp.It 0 1� I ( / / / I RIM=153.03 �50' FRONt I Z. C I J I I { T's- /l / APPLICANT: G GAS LINE 4' INV. IN (SE)=146.2' I YARD I X - x FENCE 4' INV. IN (NE)-145.5' I I I SFIBICK ,a' CfOAN 8" INV. OUT (W)-145.3' I I }, I I 1 I / ! l ! I ' { o I a• DRAINAGE 91 .E/DITCH IWPDN I �4� I I I 1 / I I Pizzagalli EDGE OF STREAM = ; I - 'r ' i ' ' l ' , , - 1wXE�rn Properties, LLC EXIsnNG ,z' ( /IP n/f 346 Shelburne Rd., Suite 601 STREAM BUFFER D.I. WATER MAIN I I -� �y I I , • zELDEN / I ' Reichelyt, Kurt J ! ' ;' , Stonehenge - --- CLASS Y WETLAND + ) + • wWE / ,1 / / I (�E,CEIVED,InvestmentBurlington, Vf 05401 & aura / I , -------- - CLASS Y 1YEIUND BUFFER EXISTING 21 HDPE I 1 / 1 1 I " Corp., Inc. oRUNAGE UINEs I l I V. 4 P. 131 i I I ., ` ) ji EDGE OF W0005 I V. 4�5 P. 134 I } (25 Green , PROJECT: °� DEGI0ms TREE n/f IX. CLB4 I I i t9.14 Ac. 0i DEC 5 ��14 �I i Mountain Dr.) RIM-. C852.7' ys I I I , Bartlett Brook 30' RIM CONIFEROUS TREE Shearer North I / ' I ' ' / / 2' WOMEMDEW C51 SEWER MANHOLE LLC RIMIX152B + I ,, .;/ I ,� ' 0'� �D ; ,' / I City; of S Burling tots ,YARD SETBACK Apartments (D DRAINAGE MANHOLE 24" HOPE INV. OUT=147.2' TAO ' 1690 Shelburne Rd. © DRAINAGE CATCH BASIN EXISTING 8 D.I. T''E I , / ' I / = „ I 1 WATER MAIN I r / ^ ; I 1 South Burlington, Vf 05403 b HYDRANT I I rJ P S + I I I I } C o" CortDNw000 ® WATER VALVE I r 'u F 1 1 I I I I 14•IcmIW 1 }' =NORT. BENCHMARK - 1 1 I I l� I -- a POWER PDIL LANGE BOLT ON I` ,2 �� SHEET TITLE: TION = 155.74' --, GUY WIRE 1 \ \ 1 0 1 i \ \� �: \ )\ } \ \ .�� \,,� g LIGHT POLE i I � �,6' NaREE 2�.17C� �x\ \ \ \ ( \ ' - �\ Existing ',. ® GAS VALVE ) } 2-`' ` \ ` _ --'� _ Conditions IS EST PH n/f lil I e\ D/• IRON PIPE/ROD FOUND/SET Oil L, LLC J - =-• -� ���,,- -^,��� �_ __--' , n/f Site Plan 1 - CONCRETE MONUMENT FOUND I UiA 1�+ P+ �.• `= 1 �\ / .�r-....\\\ ,��1 /i/„�, /,i.y-""� \ �! ._c..±.•��� i i�yW+ - mil' CdJrr3 _�,/ y .. ,��; Lark Inns, LP PROJECT BENCHMARK I _ /� •�, -�J'- X. X X X X x \ �� X X T. V.f`♦\\ `�� � _ j� 1" //�/ ^IX. HtAtl.' - h X X X X \�� X X X X \ X �F\ �T' X�/ I �/� l,0" CHIP I `-._ X/ x X x X X X X ,�� �/1 X x X I. x x \�6p%��•i� 1 // EXISTING BOX L""'., / - ` , BEN lX \ X X X X % X k r,f.' '�//�{[[j�!, CULVERT o . , \ X X X�. X X x ` _ . ^ . �� �%: "j y SO GT `.0 z l l I xf• z�A• x-x x x x i\ \l� x x x x x x x.-- �� /. t I y 'j7-. tA] I "j/` 'w X v' . �X XNX .\ :` x X x x. x +r x x X X x"Zi -' `fix 1 %x X �-j` tiJ J' 'Ti �.. x x x x x\x •xy-4+ x x -X X X X x X x x h Ix f% \�-✓/ X X x X GENERAL NOTES t' rt"' `\ %� �( 1� x X `C X. )( \ X X X `x \ X X x X X X X\ X �. `X )I� X ,X X �•' `I, x h X I�.,y (� 11C X X t� x �Q' $,gEJWpC X X X, X X X X X X x X X X X X X X �/ /_7( X• M r W O O 7A2 �; `X Ar.. X' -ILx x �IiF21K X x x x x x x x x( x x�Xx x x X -�I: x ��c�" g' \ Sri �}� PRWECT I) UTILITIES SNNOMN Do NOT PURPORT IO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT i0 THE SITE SHOWN. THE I ',� (y I , X • X X , �/ •x X x X X X C x �ft�( x •X X xx X X X CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS AND REPORT THE/ TO THE DESIGNER. EX. CB6 I -yy d 'Z, �{1Y +Aa X ICJ JY X X x X 4 X X X % x �x ti' X xX x CLASS II X RIM=15J.9' 4+ d+.w� Ilyl I I I� 4 X X x X tic 'X-"x�, X X k X X X X. 'x \�X \ x x WETUMNOSX x X /- Y�•J X Exx 6' aYlDtk X X X X\, X X 1w X X X x x X x X x X X X 2) THE CONTRACTOR WALL CONTACT THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK AND SHALL COORDINATE ALL REQUIRED }\ 1 , !'/ 7 1 1 \ >r, SRO!! GMA xY� X <7c� x. X X X x ^ems X j x �x X X \ j INSPECTgNi I +.] } 't 1 1 /162 L.` x 3� x �.f gx Ar �c--�-�c.. x��ic -_R x �.-`_.x x N - - -� \ x X iY n fc x x Xx 3) THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONSTRUCTION OPERATIONS AND SHALL CONFORM TO ALL APPLICABLE REGULATIONS FOR SITE .�� S C('� , X )y X X� �X �.-c-'a'+�-+�'�•-- - '-" .�� / SAFETY. zs{;�. \ x ` x ��;�+'� _ --�..� sr�=__-��. i�i/!/ �-.- - --C/ LocAnoN MnP 1 = 'tz,000 `TES`- .) THE CONTRACTOR 6 RESPONSIBLE FOR INSTALNG AND WNNTNNWC ALL APPLICABLE EROSION CONTROL MEASURES. REFUR TO THE MOST I D , , \ �_`� ` ` - - - � ��- j _- _ _ - __ __` � - - � � IX. 8" PVC PROJECT NO.: 13027 RECENT PUBLICATION OF THE STATE OF VERMONT EROSION CONTROL HANDBOOK. ?\ I \� =3 ♦" �, - _ / j' J I r ,'� / _ INV.188.8' EX. CB e , _ _ / N �- - IX./60U _ _ J I DATE: JANUARY 6 2014 5) ME CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY SITE CONDITIONS NOT REPRESENTED ON THE PUNS THAT INFLUENCE THE RIM=154.3' I r EASEMENU---_ 'h' .24. p 'P / �-- J I / / SCALE: 1" = 40' CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. •� AREAp,��,o� 26•-,�,RI�wL�,� ,0'� / / ✓ REV. NO. DESCRIPTION DATE INV .=163.7 "' -p��,,,,,, / / / ' ,1 1 ADDED WETLANDS 9 1B I4 6) THE CONTRACTOR SHAM REPAIR All DISTURBED AREAS AS A ERECT OR INDIRECT RESULT OF THE CONSiRI1CTK7N TO THOR ORIGINAL I - I�NV-.'1 - • �6' NApIJ,"'"'"' / J r L S 1 2 CONDITIONS. ALL GRASS LAWN AREAS SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF G - - - d% THE CONSTRUCTION UNITS. R " -D. TR E ' / y- s 'D , I + 1 _ ` RIMEX. C93. 4 � I � eOUL.C�RS ? i � I 6" RIM-193.6' S 7) THE CONTRACTOR 9WLL ff RESPONSIBLE FOR ALL WORK NECESSARY' FOR COMPLETE AND OPERABLE FAGIBES AND UTILITIES. I EX. COO j Ij111EX. 1 RIM=159.3' 8) THE CONTRACTOR SHALL SUBMIT SHOPDRAWINGS FOAL ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK AND UTILITIES. WORK 1 1 I / �I EA5,MG PAVED 9 SHALL NOT COMMENCE ON ANT' ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. // / I / I W .- A„EA 9) IN ADDITION TO THE REQUIREMENTS IN THESE PLANS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL LOCAL AND RIM=154.2' STATE PERMIT CONDITIONS. AS WELL AS FAE MOST RECENT EDITION OF THE STATE OF VERMONT ENVIRONMENTAL PROTECTION RULES. 24" HOPE INV. IN-147.4' / I I ' / / l I ( II 24" HOPE INV. OUT=147.3' EX. C813 10) THE TOLERANCE FOR ALL FINISHED GRADES SMALL BE 0.1 FEET. 1 n/f 41,� I RIM-194.3' Smart Suites, LLC Y 11) THE CONTRACTOR 94AL PROVIDE THE OWNER WITH AS -BOLT DRAWINGS WITHIN 10 DAYS FOLLOWING THE COMPLETION OF THE PROJECT. h soE Y l 6' 12) EXITING SITE, CONTOUR AND PROPERTY LANE INFORMATION BASED UPON A PLAN ENTITLED '1690 SHELBURNE ROAD - EXISTING I « I I I C CONDITIONS SITE PLAN', DATED MAY 2. 2013 AND PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. EXISTING SHELBURNE RD. UTILITY GRAPHIC SCALE I ,IL,''EX. ELE�'TRICAL ' .4 T INFORMATION BASED UPON SHELBURNE RD. RECONSTRUCTION AS -BUILT PLAINS PROVIDED BY THE CHAMPWN WATER DISTRICT AND SOUTH I I 1 'ry..SFORMgR, TEL. / �� Ia . LINGTON WON THE PROPERTY LINES. REAL PROPERTY IN THIS EX CBIOj SURVEY AS DESCRIBED NIC2DEPARTMENT.SA 502(4), AND SWll. OT BEUSEDNAµ EU OFARA SURVEY AS THE BA56DESCRIPTIONS 0 FANYPLWO BIRANSFER OR RIMISS.3S I I _` pl IN eecr) p "' '�PINE ',JJJ CO IIIAAA"I eE� OB72 �� s p I �[`//' PERMIT APPLICATION ARE FOR PERMIrnNG PURPOSES ONLY. THEY 00 NOT DEFINE LEGAL RIGHTS OR MEET LEGAL REOUIREMENTS FOR A LAND - _ IIf I Q ESTABLISHMENT OF ANY PROPERTY RIGHTS. T14S IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE , 1 Inch - 40 EL A,I a RRAi165.7' ( ` 13) ELEVATIONS AND COORDINATES SHOWN ARE BASED UPON THE ABOVE REFERENCED PLAN. HORIZONTAL AND VERTICAL DATUM BASED UPON I I / _ ` 5 i I SHEET NUMBER: NA083 AND NAVD88, RESPECTIVELY . I WI - - MV E . CB11I 1 I 1 11_._ i } + j ri I 14) WETLANDS OEUNFATEII BY GWLIAN 6 BPoGGS ENVIRONMENTAL, INC. ON JUKE Z0. 2014 AND FIELD LOCATED BY tWISON CONSULTING n/f � �. Lark Inns, LP ENGINEERS, PLC ON SEPTEMBER 9, 2014 I 1- LEGEND .. EXISTING COMOUR 985 PROPOSED CONTOUR — - - PROPERTY LINE — — — — SETBACK LINE - - - - - - EASEMENT LINE — SS GRAVITY SEWER UNE — ST STORM DRAINAGE LINE --- W WATER LINE — OE OVERHEAD ELECTRICAL LINE --- ()E UNDERGROUND ELECTRICAL LINE — T UNDERGROUND TELEPHONE LINE — G GAS LINE — X x FENCE DRAINAGE SWALE/DITCH — — EDGE GF STREW STREW BUFFER CLASS 11 WERAND CLASS II WETLAND BUFFER / EDGE CA WOODS DECIDOUOS TREE CONIFEROUS HEE SEWER MANHOLE !( DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE 'a POWER POLE GUY WIRE -A- LIGHT POLE ® GAS VALVE Is TEST PIT 0/0 IRON PIPE/ROD FOUND/SET o CONCRETE MONUMENT FOUND PROJECT BENCHMARK GRAPHIC SCALE ( IN FEU ) I IACN - 40 fL EPSC NOTES PROJECT BENCHMARK — NORTHEAST FLANGE BOLT ON NYTYRANT GI FVATInN - T SS 7, 1) THIS PROJECT IS SUBJECT TO THE TERMS AND CONDITIONS OF THE AUTHORIZATION FROM THE STATE OF VERMONT TO DISCHARGE CONSTRUCTION RELATED STORMNATER RUNOFF, UNDER A MODERATE RISK STATE CONSTRUCTION GENERA. PERMIT 3-9020. 2) ANY BEST MANAGEMENT PRACTICES (BMP-S) DEPICTED ON THIS EPSC SITE PLAN WHICH GO BEYOND THE HANDBOOK REQUIREMENTS ARE CONSIDERED INTEGRAL TO THE MNIAiLENT OF THE SITE AND REPRESENT COMPONENTS NECESSARY TO COMPLY WITH LOCAL AND PAR APPROVALS. 3) THIS EPSC RAN DEPICTS ONE SNAP SHOT IN TIME OF THE SITE. ALL CONSTRUCTION SITES ARE FLUID IN THEIR DAY TO DAY EXPOSURES AND RISKS AS IT RELATES TO MINIMIZING SEDIMENT LOSS FROM THE SITE ITIS THE RESPONSIBIUTY OF THE CONTRACTOR 10 IMPLEMENT THE NECESSARY BMP'S TO COMPLY WON THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL ON THE INTERIM SITE DISTURBANCE CONDITIONS WHICH MAY OR MAY NOT BE SHOWN ON THIS EPSC SITE PLAN. 4) ALL EPSC MEASURES AND BMP'S SHALL BE INSTALLED FOR THE RELATED PHASE OF WORK PRIOR TO THE START OF CONSTRUCTION FOR SAID RASE. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING - - MARKING OF SITE BOUNDARIES - INSTALATION OF STABILIZED CONSTRUCTION ENTRANCE - INSTALLATION OF SILT FENCE, INLET PROTECTION AND STONE CHECK DAIS - INSTALLATION OF PERMANENT EPSC MEASURES 5) WHENEVER FEASIBLE, UK" RUNOFF SHLLL BE DIRECTED AWAY FROM EXPOSED SOILS. 6) THE CONTRACTOR, TO THE BEST OF THEIR ABILITY, SHALL LIMIT THE AMOUNT OF EXPOSED SOILS AT ANY GIVEN TIME. IF ANY TEMPORARILY DISTURBED AREAS ARE TO REMAIN FOR GREATER TWIN SEVEN (7) DAYS, THEY SHALL BE TEMPORARILY STABILIZED WITH MULCH ON A DAILY BASIS. ADDITIONALLY, NO MORE THAN TWO (2) TOTAL ACRES OF DISTURBED EARTH SHALL BE ALLOWED AT ANY ONE 111E. 7) UPON COMPLETION OF FINAL GRONG FOR EACH PHASE. SOILS STABILIZATION SHALL BE COMPLETED AS SOON AS POSSIBLE. THIS SHALL INCLUDE THE INSTALLATION OF TOPSOIL (4- MAN.), GRASS SEED, FERTILIZER AND MULCH OR EROSION CONTROL MATTING WHERE REOUIRED. I) SEE CIVIL RAN SHEET C3.0 FOR FURTHER EROSION PREVENTION AND SEDIMENT CONTROL REOIAREMENTS AND DETAILS S— —sI Is" BOX CPAB Q',) A�A! <� t fin. w► ,y FJ,,� of cO-I ♦ !<�� h If• - 1 1 ys r.�TG9'�-JAI! I WMT* UNTIL PROJECT ° CO < ,Ea, TEMPORARY leiii aiwlr�<iv<ti MAINTAIN SILT FENCE AROU? LAY1O IlsYll�Ih<I�'I!j!<<I J�«NOT 1 , . PERIMETER. X.,R OWING TO BE REMOVED (M.) UE .. N IN AL L ve EARTH TURBANCE PRIOR LITy ' E CONSTRICTION. MAINTAIN MAPLE sV i 1. ESTABLISHED. 1 U I f 11 2- BWIEIDER / I INSTALL 50' STONE CONSIAUCDON 1 •/ ENTRAICE OR TO CONSTRUCTION. - I / I I I 1 / I I MAINTAIN POUCJIOUT /ref,-,eyo�XEU / I I ' CONSTRUCTION. C3.0/3. ( ) ^ INSTALL 'J�FIOOKS I 7 J 11 INSTALL INLL7 XxR TION ON APL 1 I I I 1 `\ U6' DEa m CATCH BASIN PRIOR iC CONSTRUCTION. I IN�SLPRT AIJ��E AS- ` { a MANTNN TH^�K�Lg,JIGROUT CONSTRUCTION 1 'C (T�-) I I I 1 0- CORONnOOD I AND UNTIL PEp1AfJENT VEGETAno 5 I I IDWpy, 1 1' ESTABLISHED (jjjjyyyypppp ). C3.0/5. I I 4 t2' cOrtoHy�,gDu• --� U I 1 I l l I L 1 mL \ X � °1 • � , ` — � _ ,1- MAPLE/� i �,� —� � � \ — x X x x x ��� i x x x �y Jt X X X X X X X X x X _BUFFkRIW_ / X X X X X X 1�� r/A' /i=8 X h X i / =x X X X X X X x \ \r' y X X X X�X X X x \ ><—x .. >e-- x. X x x !` X x x x x x X xv x -- ;r't't-��\�_�i/. , ; �1 I `y'X-..\ X X. x�x//``x x.\�.`J x x x. x.1x k x x x x� x'{5r � x \�,�./�f( X x � X X X X XNX :!\�'x48--".�X X x\ X N( X X % % x X k IX /� �--�/ X x X k x x x x x x I�•x 74�c x`n' x x X x x x x `x '71.x, �,x x '—t-' x' x x x (Ieir x x / x� IBy SIREAW X X X 1 x— s x X X X �c' x X X X Y� x X % ... I X .T x/ l; x x' x x r�TfEOK x x x x x. X x x I XI x x x xZ' ' x —fe x ��- �, �c x Sc ijq2 1 x x x CAI' X * A` x X X x �fc, X X .x x x x x X x x `may X �J 'J( X % X X� X X X X -A, X X X X x' X X X X aI.A$5 N X x. X 1(. )L�x h��>r, / XxX%-X-�xx><XxxX.�x,XxXxxW asX xXx y \x x X X X x X X X.. X X X x X X X X x x • X X X X x `.. -- . 1 x \X\, x x x x T[" x �Jc� x xl x x x x /k / X tiX � x x % _� �� x k\ x x .1! �yx �r-�c-'19@-�c+• tic yr- _Sc— x x .x�( _,- TJ7 x v x/ k x xT x�__.' x x��r-,+G-- gym: x' x (I Sa � 20''L �-� �/� ' • • �/ / fin' J INSTALL PROJECT DEMARGTKxI ASH /� i � / - (- FENCE PRIOR TO CONSTRUCTION �_ yea_ C �•�• I m �•- ( / j E AND MAINTAIN UNTIL PROJECT COMPLETION. C3.0/1. MOD. E9V / INSr J' H0016; �/ j/ / j/ 1 ' W T•FENCE AS I ' I I ' I APPROXIMATE PROJECT LIMITS 1 l Wilson Consulting Engineers, PLC 18a9 C480f MM cneor� ossn [ 1 1 OWNER: Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 Pizzogalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VT 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 Erosion Prevention & Sediment Control and Demolition Site Plan S I� INSTAL SILT DOWN SLOPE I / OF ALL F GO TUNBMICE� • , F/ I �� PRID 10 CON UCT ` jMAINTAIN TH HINT tCERMARECTI AND UNTIL I I 1 ( 2• 1 I IIII� N ESTABLISHED C3.0/2. c-F^ INSTAL S0 STONE COq�TRUCIION ENTTUN(' PRIOR TO 1 MINE 1m MAINTAIN 1FNI000HMOUT I n ROC�TION. C3.0/3. f 5 ;L1 SHEET NUMBERMAKE I n 1' I SE GROUP 131 Church Street, Burlington, Vermont 05401 STATEMENT OF PROBABLE COST Project Name Bartlett Brook Apartments Drawing Referenced: LA-100 - Landscape Plan Date Prepared: November 18, 2014 Date of Prices: Fall 2014 Project Status: Conceptual Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AG Serviceberry 9 EA. $550.00 $4 950.00 2.5-3" Cal. AR Red Maple 11 EA. $550.00 $6,050.00 2.5-3" Cal. AS Sugar Maple 11 EA. $550.00 $6,050.00 2.5-3" Cal. BN River Birch 11 EA. $500.00 $5,500.00 14-16' Tall, Multi Stem P a White Spruce 4 EA. $570.00 $2 280.00 8-10' P a White Spruce 8 EA. $340.00 $2,720.00 6-7' ZS Japanese Zelkova 171 EA. $550.00 $9.350.00 2.5-3" Cal. SHRUBS Mixed Varieties 219 EA. $50.00 1 $10,950.00 Oranmental Grasses Mixed Varietes F 689T EA. $30.00 1 $20,670.00 2 Gal. Perennials Mixed Varietes 670 EA. $15.50 $10 385.00 1 Gal. Wet Meadow/Detention Basin Seed Mix Seed Mix-B 2260 SF $0.55 $1 243.00 Landsacpe items Landscape Boulders 18 EA. $300.00 $5,400.00 Total: $86,648.00 77' SEMNItN3 DNtlInS"O -DNI 'Nli~-11315383M .i i I i r-�" i �— ri�-. _ ao.�-- �� '� � . e F �� v � �i 6Co:Oc� _ _ _._._ :� t: --- _� k _. __..,r _i_...._. ,.._, _ , r._. �'t ��. << � j'� '� C SOU fH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 www.sbuti.com November 18, 2014 Mr. Jeffrey Olesky, P.E. Wilson Consulting Engineers, PLC 2849 Cabot Road Cabot, VT 05647 RE: Bartlett Brook Apartments, 1690 Shelburne Road South Burlington, VT 05403 (SD-11-50, IZ-12-0-11) Dear Mr. Olesky, In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following Preliminary Allocation Determination: 1. Sufficient water storage is located at the South Burlington West Tanks off Allen Road in South Burlington. 2. Based upon your final allocation request water service connection and allocation fees shall be applied to this project according to the City Water Ordinance Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified at any time by resolution at an open meeting of the City Council. 3. Your water supply requirement for this proposed 63 unit residential apartment building of 10,800 gpd can be furnished by this Department without restricting or encumbering present South Burlington water customers. It is understood that this allocation does not apply to the one (1) acre reserved commercial lot on the northwest corner of the property. 4. You are also required to contact the Champlain Water District (CWD) in order that they verify supply, treatment, and transmission capability as the wholesale water supplier for the South Burlington Water Department. 5. Any significant increase in current demand or any change in use will require water allocation re -approval from the South Burlington Water Department. 6. Water is supplied to the referenced area through 12" distribution water mains. 7. This Preliminary Allocation Determination shall not constitute a binding commitment of capacity to the applicant and may be revoked by the Superintendent before a final allocation of capacity is granted if uncommitted reserve capacity ceases to be available. A preliminary determination may be used by the applicant that a proposed development has sufficient water capacity available to proceed through the development process. 8. The Application For Water Allocation has not been and received by this Department and should be completed and submitted as soon as possible. 9. Final Allocation must be approved and all applicable fees must be remitted to the City prior to the applicant connecting to the City water distribution system. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department John Tymecki Superintendent CC. (via email) J. Fay D. Pratt J. Rabidoux R. Belair WCE Nilson Consulting Engineers, PLC November 7, 2014 John Tymecki Retail Superintendent Champlain Water District 403 Queen City Park Rd. South Burlington, VT 05403 Re: Preliminary Water Allocation Request Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 Dear John, 2849 Cabot Road Cabot, VT 05647 (802) 472-3960 www.wce-co.com On behalf of the applicant, Pizzagalli Properties, LLC, and in conjunction with the proposed development plans for the property located at 1690 Shelburne Rd. in South Burlington, VT, we would like to respectfully request a preliminary letter of water allocation for use in our local and State permit application preparation. For reference, I have attached a partial plan set showing the existing and proposed condition site plans, as well as the proposed water service details. A summary of the existing and proposed water design flows can also be found on sheet C2.1 of the design plan set. Currently, the existing lot is undeveloped and comprised mainly of open field and a ravine that contains a portion of the Bartlett Brook. This project involves the construction of a new sixty-three (63) unit residential apartment building and associated infrastructure on the northeast end of the lot. Additionally, the plans call for a one (1) acre commercial site to be reserved for future development on the northwest end of the lot. However, no specific design, or water allocation request, is being considered for this commercial lot at this time. Any development plans for this lot would be permitted separately in the future. Of the sixty-three (63) units, forty-six (46) will be one bedroom or studio apartments and seventeen (17) will be two bedroom apartments. As such, the water design flow calculations have been performed on the number of bedrooms and not on the number of units. Based on the State of Vermont-"Viwmentttl Protections Rules, Chapter 21, we calculate a total water demand s 0,800 gpd.,,Again, see sheet C2.1 for detailed summary of these calculations. The proposed apartment building will have a fire suppression system and a new fire hydrant is being installed on the property. All water service, hydrants, tapping sleeves, valves and appurtances have been detailed to comply with Champlain Water District Standard Specifications. If you could provide a preliminary letter of allocation approval to supplement our local preliminary plat, and State Water and Wastewater, permit applications it would be appreciated. A formal water service connection application will be filed with the Champlain Water District at the appropriate time. If upon review of this letter and the attached preliminary plans you have any questions or concerns, please feel free to contact me. If upon review of this request and associated design plans you have any questions or concerns, please feel free to contact me. Sincerely, c. Jeffrey 41 , P.E. Cc: WCE File # 13027 Bob Bouchard, Pizzagalli Properties (via email) 2849 Cabot Road WCE Wilson Consulting Engineers, PLC Cabot, VT 05647 (802) 472-3960 www.wce-co.com November 12, 2014 Justin Rabidoux Public Works Director City of South Burlington 575 Dorset St. South Burlington, VT 05403 Re: Preliminary Sewer Allocation Request Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 Dear Justin, On behalf of the applicant, Pizzagalli Properties, LLC, and in conjunction with the proposed development plans for the property located at 1690 Shelburne Rd. in South Burlington, VT, we would like to respectfully request a preliminary letter of sewer allocation for use in our local and State permit application preparation. I have attached the sewer allocation form and for reference have attached a partial plan set showing the existing and proposed condition site plans, as well as the proposed sewer service details. A summary of the existing and proposed sewer design flows can also be found on sheet C2.1 of the design plan set. Currently, the existing lot is undeveloped and comprised mainly of open field and a ravine that contains a portion of the Bartlett Brook. This project involves the construction of a new sixty-three (63) unit residential apartment building and associated infrastructure on the northeast end of the lot. Additionally, the plans call for a one (1) acre commercial site to be reserved for future development on the northwest end of the lot. However, no specific design, or sewer allocation request, is being considered for this commercial lot at this time. Any development plans for this lot would be permitted separately in the future. Of the sixty-three (63) units, forty-six (46) will be one bedroom or studio apartments and seventeen (17) will be two bedroom apartments. As such, the sewer design flow calculations have been performed on the number of bedrooms for the one bedroom units and on the number of units for the two bedroom units. Based on the State of Vermont Environmental Protections Rules, Chapter 1, we calculate a total sewer demand of 10,010 gpd. Again, see sheet C2.1 for detailed summary of these calculations. C Sewer service will be provided by tying into an existing sewer manhole located on the east side of Shelburne Rd. adjacent to the property. This sewer manhole was constructed with sewer stubs to serve this lot when it was constructed. It is our understanding that this sewer manhole directs flow to the Bartlett Bay sewer treatment facility. If you could provide a preliminary letter of allocation approval to supplement our local preliminary plat, and State Water and Wastewater, permit applications it would be appreciated. If upon review of this letter and the attached preliminary plans you have any questions or concerns, please feel free to contact me. Sincerely, Jeffrey O1 P.E. Cc: WCE Fite # 13027 Bob Bouchard. Pizzagalli Properties (via email) FOR IN-MRNAL USE ONLY WWA Permit CITY OF SOUTH BURLINGTON ,APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *APPLICANT INFORMATION Applicant: Pivagalli Properties, LLC Contact Person: Bob Bouchard Mailing Address: 346 Shelbume Rd., Suite 601 Burlington, VT 05401 Telephone & Fax for Contact Person: T: (802) 660-6805 F: (802) 660-6868 Property Owner Name (if not applicant): Reichelt, Kurt & Laura Property Owner Mailing Address: 163 Pearl St. Essex Junction, VT 05452 *Physical Location of Project: 1690 Shelbume Rd. *Sfi pature of Applicant *Siihit6re of Property Owner (Both applicant and property owner MUST sign the application!) *Project Information If the project is a single-family home, please check one: New =Existing If not a single-family home, project name: Bartlett Brook Apartments *Application or Permit Numbers: (from Planning & Zoning office) # Srs - I`f -09- Engineer's Information for flows over i,000 gpd Name of Engineer: Jeffrey Olesky, P.E. Firm: Wilson Consulting Engineers, PLC Mailing Address: 2849 Cabot Rd., Cabot, VT 05647 Phone & Fax: T: (802) 472-3960 C: 802 59878081 PE License #: 8819 - *Flow Calculations (You may substitute an engineer's calculation or letter for the information requested below) For residential projects, list number of bedrooms and units K�Tq s ed: Number of Number of Units Gallons per day Total Flows Bedrooms X per unit = i 46 140 j 6,440 2 or more 17 210 ! 3.570 TOTAL 63 i 10.010 Notes: See sheet C2 1 for detailed summer of design flows. For commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant/ Type of use Number of Flows per Other Total Business seats, SF etc X unit Adjustments Flow *Total development wastewater flow requested: 10.010 dayRallons per - Flow characteristics (for commercial and industrial projects) Volume: Flow rate: Strength: Please do not write below this line Application & Recording Fee received: _ Name Date Receiving Plant: Airport Pkwy ✓OBartlett Bay City Center District: Yes F--./--INo Approved by Water Pollution Control Department (Commercial and Industrial Projects) Director of Water Pollution Control Date Preliminary allocation issued: (payment of fee is not required Director of Planning and Zoning Date Final allocation issued: (payment of fee is required, either in full or pro -rated for projects with multiple zoning permits involved) Director of Planning and Zoning Date Final allocation expires _with permit # - - (Date) Zoning permit issued .___ with permit# - - (Datc) Associated WW connection permit (if applicable) For extensions of Final Allocation Only EXTENSION GRANTED to (Date) (Date of Expiration) 5o% EXTENSION FEE PAID (Date) (Amount) I DESCRIPTION The Galleon'' LED luminaire delivers exceptional performance in a highly scalable, low -profile design. 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BASE PLAN 2] mm) CB 2 �' MIN. • III leas mml IGM LIGHTM 191 O A S W V IMP a NETT Pob a ay Emenrt V. 3C5 P. 117 4 \ \4, to— V Easement Note Pole & guy easement deeds recorded in Vol. 395 Pg. 117 and Vol. 415 Pg. 202 call for poles numbered 53 & 53-30. in the field the poles are numbered 52 and 52-30. 105031MburrN Rol, 5 Groan MIL Dr_ 0 Green At Dr. MDT Pa/b iliship, LLP MDT Partnership, LLP MDT Partnership, LLP Grid North V. 960 P. 222 V. 488 P. 108 V. 4W P. 180 I See Note 2 I I I Paved Parking Paved CIRF Flush Cat°E—i�sh— 585.09'16'E 1 — — S85'13'20'E — Ls 7e1• S85'12'42'E ss _ S85'09'16'E 217.80' T 81.73'_— MF �� Flush cMF 166.19' _ 133.65' CIRF 0.7' AG 10' SETBACK Tips NE 0.1'3 0.3' BC Y PROPOSED 10' •Vrrans" ` OlSEYEM E R 1 1 m 91RE0 q&ES in No J Proposed 5 Green iv �Wires I res Lott P 1.00 AM —1 g '� stems 1 o 61� �CIDM1�Sne) I� 4 Proposed I Corp. 1 1 Lot 1 1 I V. 458 A 286 Prqmwd (i 10' 40 Mde LIES 8.14 Acres 1 ti \ YIrR f/fi[IEN1 R.O.W I ([Rdll /4,1q,1„yylj `1 1 N N 211.80' 40.00 CMP Y 26.17' U IY o a 41 s weds W I t o a a0 AWW E.esrrlerlr i. Gated. in (n 1oSkberVT m. poki U V.usP.154 S' (t1t 1 1 t 17.45'\ v(�a/9' C3 (a CMP S 85'10'30" E — _ 7,10' B � /" a G--- _ _—_ _ 29227— cMF C7 $ 0.3' BG La Proposed 501 Wide R.O.W. - C3 _292.29' Exist — . I "\e\ _ C/ — �Ck1—'�_N 85'1 °'30• W Pa.ae 11_Hydrant I 1 1 °aw'ar`°'E'"°n Pw•i I I V. 569 A154 1690 Shelbume Rd. - Brook K. V. Reichelt I 17a2 shelbume Rd W-1 Revocable Trust <- rook Leak 13 P. 326 V. 415 P. 131 110 - Reference Plats or Plans A. "Property Plan - Green Mountain Power Corp.", dated September 1967, by Wabstar-Martin, Inc. Map Slides 88.2 and 88.4 of South Burlington Land Records (SBLR). B. "National Life Insurance Co.", 12 June 1973, by Webster -Martin. Slide 101.3, SBLR. C. "Overall Site Plan - Staybridge Suites Lot 11", last revised 7 August 2000, by Krebs & Lansing Consulting Engineers, Inc. Slide 381.5, SBLR. D. 'Boundary Retracement Survey MDT Partnership, LLP", last dated 26 July 2010, by Button Professional Land Surveyors, PC. Map Slide 546.3 SBLR. E. "R.O.W Plans - Shelburne -So. Burlington Proy. F-EGC-019-4(19)", circa 2002, by VTrans. Of record in District Engineers Office. Location Mao NOT to SCALE - Survey Notes - 1. Purpose of this survey and plat is to: a.) retrace, monument and document the exterior boundaries of lands conveyed to Kurt V. Reichelt Revocable Trust by two (2) deeds of Kurt V. Reichelt, dated July 24, 1997 and recorded in Vol. 415 Pg. 131 and Vol. 415 Pg. 134 of the South Burlington Land Records; and b.) depict the proposed lot lines, rights -of -way, and easements of a proposed 2-lot PUD. Other property lines and names of abutters shown are for reference only, and are not embraced by the certification statement below. 2. Field survey was conducted during May -June 2013 and consisted of a closed traverse utilizing an electronic total station. Bearings shown are referenced to Grid North, Vermont Coordinate System of 1983, based on our GPS observations on or near the site. 3. Comer markers set / proposed consist of 4" square concrete monuments with aluminum caps stamped "Civil Engineering Assocs. - VT LS 597", typically set flush with ground. - R.O. W. Curves & Short Lines - 85'21'41 CURVE RADIUS ARC LENGTH DELTA ANGLE Cl 125.00' 53.62' 24'34'47" C2 75.00' 60.64' 46'19'28" C3 125.00' 90.62' 41*32'12" C4 75.00' 25.66' 19*36*21" C5 125.00' 42.77' 19'36'21" C6 75.00' 54.37' 41'32'12" C7 125.00' 101.06' 1 46-19'28" C8 75.00' 32.17' 24'34'47" C9 120.00' 45.97' 21'S7'05" C101 80.00' 30.65' 21'97'OS" of - NETTE.esm't V.415P. 134 a - Legend - ° 1 '�"'� 9.14 Acres Total I _ _ _ — V.405P.74a nl 3 SUBJECT PROPERTY LINE CMFO CONC. MONUMENT FOUND N GMP&h*W - �1 — — OTHER APPROX. PROPERTY LINE IRF/CRF0 IRON/CAPPED ROD FOUND Poba Guy e. kEar/lt R.O.W. SIDELINE CMS/CMP O CONC. MONUMENT SET/PROPOSED 11 V.415P. 202 I p — — — — EASEMENT SIDELINE l ar ma,— I H — BUILDING SETBACK 1VAG / BG ABOVE /BELOW GRADE 1 CIRF STREET LIGHT 0.5' AG l id' a+ "LS 004• _ 10' SETBACK erdran CMF _ _ Replaced N85'27'21'W 300.05' - —� w N ih o MOTEL BUILDING v 1 a 2. 1 _I 17WShelbwn.Rd. Paved Parking I cYi smart suites, LLC (Motel) 103 V. 547 P. 305 I CMF, Broken 1 O °Po° \ 1 . I ad L__ AG GRAPHIC SCALE ao o w ao Izo 10 1710-1720 Shelburne Rd. Lark Inns, LP ( IN FEET) V.413 P. 326 1 inch = 60 ft Trsnal.— & — Tal. Comm. Equip. I �da �°"$lv To the best of my knowledge and belief this plat depicts the results of a surrey conducted by me as described in "Survey Notes' above. based upon our analysis of land records and evidence found in the field. Existing boundaries shown ere in substantial conformance with the cords, except as noted. This plat is in substantial compliance with 17 VS4 1403, "Recording of Land Plats". This statement valid only when accompanied by my original signature and seal. Timothy R. Cowan VT LS 597 P_"7 ) Seat —ST— — STORMWATER LINE —oE— — OVERHEAD ELECTRIC ra� UTILITY POLE CBa• CATCH BASIN I I J Paved Pocking (Motel) DEC 2 2 2014 I 1 � ity of So. Burlington To Hartw View Rd. -> n n APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT ON THE DAY OF , 2014, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS_ DAY OF , 20—, BY CHAIRPERSON. RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT O'CLOCK ON THE DAY OF 20 ATTEST: , CITY CLERK Fun, Guided, First Day Hikes tart the New Year on the right iot with a hike in aVermont State ark. Join a free, guided, easy, mily hike taking place in state arks and forests throughout the ate. Professional guides and out- uor educators will lead the way, iarinu their knowledge and love f th !rmont outdoors. Don't eed a guide? Then get outside the state park or forest of your aoice. They are always available .id close by to all of us. Entry is ee and you will discover a whole ew world in the winter. ring the whole family! Dress for to weather; bring snowshoes if sere is a lot of snow. Bring some overages and snacks. Dogs are elcome (on leash) unless oth- cwise noted. You don't need i pre -register, just show up. To ieck the status of the hikes call 802-249-1230. Update messages will be posted on December 31st and January 1st. Underhill State Park:1 p.m. Meet at gate just below Underhill State Park on Mountain Road, in Un- derhill Center. Hike: 3 hours, easy to moderate terrain. Grand Isle State Park: 10 a.m. Meet by park office. Hike: 1 hour, easy loop hike on Ironwood Na- ture Trail. Niquette Bay State Park: noon. Meet at trailhead in State Park. Hike:1.5 miles, 2 hours, moderate. Silver Lake State Park: 1 p.m. Meet at the Town Clerk Office parking lot in Barnard (100 yards from the park entrance). Hike:1.5 hours, easy guided nature walk. th-Other Paper • otherpapervt.com • December 23, 2014 • 15 -- 3�eL Check out our website at www.vtstateparks.com for more information and more hikes, as they are added. City Council Synopsis CONTINUED FROM PAGE 11 [ant in the amount of $16, 969.85 :)liars. Dorn requested council )proval to disburse the funds. elen Riehle made the motion, [eaghan Emery seconded and to decision was unanimous. mery brought up her meeting ith Richards and Nowak regard- g citizen complaints about air- )rt and Air Guard noise. Emery iggested creating a Google Form nlace on the citvwebsite where they heard noise and where. This would not be a complaint line, but rather a tracking device that could be used in addition to the records kept by the airport. Nowak said she thought the list kept by the airport was sufficient, Shaw suggested placing the item on the future agenda items list for further discussion, and Simson said the Google Form may be a valuable tool that the BTV/Chamberlin neichborhood task force will item was placed on the bike rack. Members present: Chair Pat Nowak, City Manager Kevin Dorn, Helen Riehle, Chris Shaw, Meaghan Emery, and John Simson Others present: school board mem- bers Martin LaLonde and Dan Fleming, Don Cummings, Janice Ladd, Deputy City Manager Tom Hubbard, auditor Ron Smith, and actuary Tracv Braun eubll'c Nofi*cecs PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a' public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Janu- ary 20, 2015 at 7:00 P.M. to consider the following: 1. Preliminary & final plat application #SD-14-38 of Synergy De- velopment, LLC for a planned unit development to subdivide a 3.62 acre parcel developed with a single family dwelling into three (3) lots ranging in size from 0.75 acres to 2.12 acres, 1741 Spear Street, 2. Preliminary_ plat application #SD-14-39 of Pizzagalli Proper- ties, LLC fora planned unit development consisting of: 1) subdividing an undeveloped 9.14 acre parcel into two (2) lots of 1.0 acres and 8.14 acres, and 2) constructing a 4-story 63 unit multi -family dwelling on the'8.14 acre parcel, 1690 Shelburne Road. Tim Barritt, Chair South Burlington Development Review Board A copy of the application isavailablefor public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. December 23, 2014 Ilk eS j I *1 I'l d s FOUND: Alex and Ani bracelet found on the Dorset Street bike path near the golf course. Identify the bangles. Email ldemaroney@ gmail.com. (12/18) bows. Comes with stand, numbered certificate and songbook in original box. New with tags. $50. 802-497- 0865.(12/18) LIMITED EDITION BEAR:17" Har- rison Angel Bear is cream colored 0 LEGEND ----9L---- ESI6nDon" gas PROPOSED COMNN — - - — PnOPM UK • - . - • - SETBACK ERF - - - - - - - EAsaM LIE -- - ss 6NAM SENER ENE - - Sr STORY DITANI6E ENE - - W WATER ENE - - GE O+ERAM EIMRIM LINE - - UE wwaa L Elaw-AR ERF - - T uDOoRm IOFNDNE OF — — G US UNE —X—X— FENCE — .. .. — IXOMPDE SSWORIC11 — • • -. • • •- EDGE OF SKEAN _..._..._. SIRD,INBUFIR _ aASS I K WD - MISS I WEWAL BETTER ME OF WOODS IIRLNLS TREE CQiENDUS on son I ww DRWWF MINHO E ® DRAMAE OM DASH 7,C NWNIMR ® 111M 1LWYE a DER P -� GU( WIRE -A- 1161E POLE ® CAS Vw b TEST P6 o / • IRON ftVU FMM/SET O CONCRETE MOAU" FOUL PROTECT BEHCFIAVN •S• ;2q+'�2� P- kt M ik i l o Cw t PROPOSED SON TK L410 eDasw u ROW i vim KUM ' D 1. COOROPLVE ALL WORK UM RM TAM CITY OF ' SOIIM SUUIXT N PLOW WORKS AND THE VEMIT TK NW on= AGENCY Or TRANS^ORIAMIL FOOM 2. COORD7i11E AIL WVRIC RELATED L THE WATER t r Ls. a 1+0 I->,-ri SOW COMECR NN WMI CIAYFLAN WATER DISTRICT. DEW CURB CUT TO 3. COORDRAIE AL WORK REINED TO THE GAS soma DE m COINCCEM VM VTRIM GAS MEW. I SIAM A D RUMIMID AREA RBplWNED ,. o6oRoeuTE ALL NX6( REIAiTD TO HE ELECNKN, RE MET DIM 70EPILNF AID .IL= IAOR COTNECIxNK 1Nx T!E MFKFM SUM PRITVDFRS. nNgyM, close- e.xis+of9 GRAPHIC SCALE L 1.0h - 40 IL i ' C,' 6 tj ZONING REQUIREMENTS 1 70" DTSII6CT: COINETE]IL 2 (C2) I MIMAY DISTRICTS: TRAFFIC (ZONE 3), MIS11. SfOIUMM LWALDEOR PROPOSED USE: NULD-FAMY APMNEIIT MAE (POID) 1 ONOMWAL REOURCIAEI : 1 -s( DOME M VW LOT SIZE (SF) - 6A1OD/UTIE 3NXI 6.722/LW . �' . 1 � +s© VIT YAXUN wan CXwa (X) - 40 <i C9 WMM TOM LOT CO/E➢ICE (X) - 70 <I 216 WMIU1 FEW YARD SEW" (FT) - 50 N/A no IOWMUN SIDE YARD SETD'CI( (FT) - 10 N/A 20 W"S" FEW YARD SEEMUVM(Fn - 30 N/A T16 TRIP END CALCULATIONS IN FLAT/PTIM BALDING HMff (ET) - 35/40 R/A 350 DENSITY CALCULATIONS TUTTC OVENAY. 701E 3 VAMM PEAK ILUR MP EM - 45 TIEV41XOM SF LWNNM PM HOUR TRIP OADIS = (3M71/40.000) c 45 - 448 TRIPS PRXIMUNI USE: MUTTDOMLr MAE" )UNITS PROPOSED PEAK NOUN TRIP ODS - - FK DMIULII - MtlMDn (LAND USE CODE 2m) -SEVEN (7) UUISANTE ( - PEAK me e/IF 4-6 PM LOT SIZE - 3910ISIL F - i DDT SIZE = 398.271 SF = E9.14 K. PROPOSED REV00711LL DDlSnY = 7 UNS/K. 0 9 AL = 63 IDEAS- - ATATOTAL TRIPS = 0.55 (X) 4 17.65, ME7E X = HITS TRIPS - 0.55 (63) i 17.65 - 523 - SS TRIPS - TRIPS N - 65X a 53 TRIPS - 34 TRIPS N PARKING REQUIREMENTS - MPS OUT - 3% c 53 TICS - 19 TRIPS OUT PARKING LANDSCAPE CALCULATIONS PROPOSED USE, IMFW FAMAY APMTMOR MUM WON 63 DAUM UNITS (Du) WAGES REQUIRED - 2/NI 0 63 UI . 126 FAME SPACES REQUIRED SPACES PROPOSED - 126 PARIUIG SPACE'S PROAN FD PROPOSED PAPoONG PDT SM. 156.500 SF ACCESSO E SPASS REQUIRED = [I01-150 SPACES) = 5 ACCESSIBLE SPACES RMIMam (4 SI0. k 1 VAR) RFDURED LANDSCAPED 15MM lox • 56,680 SF = 5.668 SF ACCESSIBLE SPACES MOVED - 5 ACCESSIBLE SPACES PROMOOD (4 STD. k I WO PROPOSED LMDSOIPED TWA K 31o.50D SF 10' SIDE YARD r SETM I I I I SNOW REMMAL AREA (T)P.) PROPOSED U DERDRAN (M) 30' P.FM YARD SVwK PROPOSED UNI POSE SEE LOW PLAN FOR SPECFlC —S (TYP.} 01) CINWI G Wilson Consulting Engineers, PLC Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, W 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VT 05401 Bartlett Brook Apartments 1690 Shelbume Rd. South Burlington, VI 05403 Overall Proposed Conditions Site Plan C2.0 1 LEGEND - - - - 955 - - - - SCISTM CORTOUR 985 PROPOSED CoaroLR �- - - - PROPERTY LINE - . - . - . - SETBACK LANE - - - -- -- IASEIM UE - - SS GRAVITY SEWER LINE - - ST SIM WARAGE UE - - W WEA SELF - - OE o/EWEAD DEQRCIL Lw - - BE UNDERGROUND ELEL'RWfAl LLNE - - T DIommoWD 1ELFPIDIE LATE - - C OAS LINE X - X - FTNCE _- ...� .. 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C83 RIM-151.6' / 10' SIDE YARD MDT Partnership, I SETBACK n/f MDT Partnership, 0 IX. 12' CMP LLP IX. 12' CMP D� MVED NY.-157.2' PABtlD I LLP i ANO AREA PAR,mVD Aare I eweoznOra t1 ! 4.4I 1 I I I I I I w• ; / I 1 I I \ C I \ 1 m 1 ` RST Pa n/f • / • EWN PrVft FOUNT T Oil # 2 , L L C a CONCRETE IDRUBNr TOM I �, PROJECT BEACHW abJ �4 r ExISDNc Box CULVERT I O GENERAL NOTES y,L I) IRLRIES SFONN DO NOT K WORT TO COUSIINIE OR REPRESENT ALL UINIS LOCATED UPON GR AOIACTNF O THE SITE 9MIL TIE CDWW W SWIL FM VERIFY ALL UTILITY CONFLICTS AND REPORT MIDI TO THE DEWAR. EX. C86 -1Try 2) DE MnWLTOR SHALL CONFACT TIE DUM PROR 10 THE CVNDMEM OF WOOF AND STALL CODRMWE ALL 53.9' L REMO 7- H e15PECTOW 5) TIE CWRWCOR 5 RFSPV'ISW FOR SAFE CVISIRUCIO.I OPERATIONS ND $TALL CWFORI TO AFL APRW7FRE REGUAIN%S FOR SITE SAFETY. 4) TIE COIOIACA R Is RESPONSIBLE HDN e1STNLNC NID NANFNTSIC ALL APPUCABIE ERosION CWRRW MEASURES REFER To THE HOSE RECENT PC9lxAMN Or TIE STATE OF YERW EROSION CONTROL NUDBOOK. 5) OF CVRAACOR STALL NOTIFY IlE DESOTO OF ANY SITE COtDIIDHS NOT RFPNESEAM ON THE PIA'S RAT RULENCE 1FE RBA-IX33' , CDt SAOCTON OF THE PROPOSED NPR MIENTS. , 6) THE CONTRACTOR STALL REPAIR ALL uTTURBED AREAS AS A DIRECT OR INDIRECT RESULT OF THE OWSIRUCTON 10 n108 OR MYL CONDITIONS ALL CLASS LAWN AREAS STALL BE WRARFD UNTIL PERIAHM VEGETATION S ESTABLISHED. MAe1A91 ALL TREES OUTSIDE OF FIEONS CNUCIOH LAIRS. n BE CDIAWCTOR STALL BE RESPONSIBLE FOR NL WORK IIECESSW FOR CONPLEW ND % A U FACILITIES ND UIUM& a) TIE CWomom sN LL Sow sw OANNICS FOR ALL RTIIS m mfmkS 900woOBOED INO RE SOL WORT ND UTUTES. ROB( %ALL RDT CONENCE WV ANY TIER INR SHOP &%TAM AIMA 6 GRANTED EX, CB7 9) ATAOWOB TO TIE B K%VZ 05 OfTFESE PALS, BE WWCIWN SHALL COWUX DE WORK IIIACCORDUTCE WIN ALL LOGS ND RILL-154.2' sAIE Pow comweN5, As WEIl AS DE MOST RECENT [ORION OF DE SATE OF WWAOER DNRONNBRN PROTECTION ORES. 24- HDPE INV. N-147.4' 10) RE TVER4B16fED CE FOR ALL nGRADES STALL BE0.1 TACT. 24• HDPE INN. LILT-147.3' 11) THE CW FKTOR SMALL PROVIDE THE =0 WITH AS -BUILT ORAWVOS ODN 10 DAYS fOLLOAED THE COAPLEIOH of BIE PTOxCI. 12) EXSDN0 SnL CVROUR AND PROPERTY UE WOW" EASED UM A PLAN UODD •1690 %8BURTE Row - EASING CONDITIONS SITE FLAN•, DIDID D PAY 2. 2013 APRFPNED WV CAE DMAEfMIG ASSOCIATES. TIC. OMM %FLOUR$ RD. VIVO IFOBAIOA 84SM LPWI S1ELBURNE RD. RECONSTRUCTION AS -SUET PIANS PRO408 BY IRE CHANPUN WATER DISTRICT AND SOURI PJIWNGM RMUC WORE DEPARTMENT- I I EXISTING 8' PE-4 GAS MAIN I IX. SMHI RIM-153.03 fff 4• INV. IN (SE)-146.2' 4- INV. IN (NE)-145.5' 8- UW. OUT (W)-145.3' I I EXISTING 12'1 CIA. WATER MAIN I I EXISTING 24- HDPE DRAINAGE ONES I� I /f Shearer North, EX. C84 RBA-1523'1 LLC Ex C05 RM-152.8' , 24' HDPE NY. OUT-147.2' EXISTING e• Ell WATER MAN-4 IN0RTHEASTVFLANGE BOLT ONI HYDRANT ELEVATION - t 55.74' i4•JNPI �� J�Je F,N 6' IGRE1 11-P 1 I n/f I Thomas, Chose i I I ! mnOTmmW ' . 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D6 B NOT A FIOIRMRY SURVEY AND 6 NOT NOW TO BE USED AS ONE. 13) CLEYATIDBS AND COOKIDAM SIM ARE BASED UPON DE ABOVE REFERENCED PUB. IOBZOWAL NO 1'ETFOAL ITNEW BASED UPON NAD83 AND IAVDe8. RESPECTIVELY 14) AEONMs DELAEATED of OENAN s BRIGGS ER"VICT1ENAt- HC. ON JUE O, 2014 AND FEND LOCATED 8/ WISON Cousie G TWIRLERS, PLC ON SEPIEBEE 9, 2014. BUFFER ' x x Y x x x x x x t \C �� Y x x ?<._x x x x_ �'� r ��///� x \X,x x ic�ic•x-x. x x x �. \ V x x x x 'x x x x -- ._�.��\`\--fY�ij x Y X )S X X%X x :` py x x x. Y . >r X \ X x x YiZ'�'k 13 x f/ 115((( ' �a� �[.e-try` 5E..1% X % X �[ K % X Y X X X IX % % l�( t[ ` x x x X x • Tc s� X x X x x >� x X\ x x `x � X� g• ,_ .K x�'-1"' ,} x k x x X k X X x5 X� `STD' SARTAIN X X K X X k X X T X X X X X X X >Z\; /a'yc X• X X x' X• X surn X x x X x. "• x X x x1 x x x x ' xi[' x I x x 'X. x X x x x xc x x ��µµ�,,__fc. x •x x x x x x x x R �F'' firc�x•/x rtr�> >S,/ x�'' x x x \ X x x x X x X'z �Y�/(% �Y : X' x x x x x CUSS A x X. 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C013 RIM-194.3' z \ i 1 I I I 1 1 n/f Lork Inns, LP Wilson Consult Engineers, PLC Twor�noui> Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, Vf 05452 Pizzagolli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VT 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, VT 05403 Existing Conditions Site Plan SHEET NUMBER: C1.0 C _ N= 8t^e N rn C '� C a ^N' 3,.,5 no -.7 cF CO �, ..0 jr N N a 0 O OL u g �` cz 18 li W 4. m 2 C/] n 5� R� Z g ,n e r ,. 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X x x% w-j X X x I X X X X .X %1 I IX x X IX x X %�XI -- ue-t200'-ue -- _ U --_ II- I x x x x x x x x k k — — — — — — — — (f I x�XxXV/ 'XxXXXx x X�X _ x. x x X X. x\\ \< y \III XXxx XxxXx.• \ 1 I ( 8 x x x x xx. x \\I II W . I\. r, x%11 I I\I'Ip 91�-;4 X +1 II I t I rll \ _ z Ir--X1Xjxx�x/J�`'`� \ 44 %J X �j .4 I —�:J-71 --- __�--1��• _ �v��axs,__-_� I\ ff SHE LB RNEIW OAD- (RT^ 7)-'� —d i ABOUND ,d \\SIiELBURNVT ROAD (RT. 7) — — — — — — — — —�— — SOUTi• � BF1 WD_ cn .21 a a �� 3 � a Big z - I I I � � a I �I III �IiI;IIIIIIIX ,) . 0® x �I�►Ilili►Illll I } � LEGEND - - -- Ne - - - - DUSTING CONMIR Bt13 PROPOSED CONTOUR �— - �— PROPERTY LINE —•—.—•— SETICK LINE - - - -- - - DMIEMT UE — — SS WMIT SERER WE — — Sf SIM DRAINAGE WE — — W eATER LME — — OE OVSKAD ELEURICAL LINE — — UE UNERW Mn RM MaiA aw — — T UN DONK ND IF]tPINNE UE — — G GAS IN — x — x — FEIEE — .. .. — Mwa SMAIE/OFON —..—..— EDGE O'SKM —...—...--._— SOEAY BOFHR GLASS M RERM ` am 1 WERNO am iWYY� EDGE OF WOODS DECDOUTS TREE CONFER(M S TREE SMER i1"m OIMIWCE MNMIDIE ® O1WMWGE GOON at" xj MAIM ® IWER VALVE a DER Pal GUY WINE UGHF FOIE ® as VALVE 6 TEST PIF 0/0 n.w ION FrOM FOUNDIM ® CONCRETE MONUEM FOUR PADJECT BENCHMARK PROPOSED SMN ill ; 1NI-15B.Y W. N (rr ON W. our (e�-1499 I\ CONNECT W MNG G' PE GAS ; LAW LINE YAM 2' TEE AAM VALVE COORNUTE ALL WORK VAIM LOCAL SERVICE PROVIDER. 1 TIE IRO DOM OUCH am own � LOOA M SOE INVERT AND CONDRbM O"V W OM6UUCNKV COOIOMLIIE NL WORK WnTR! RD1 WRIT YAOf. CJ.�/�. 1 I Im & UUnY NDn 1. ODDRDMIOE ALL WORK MFMN ROM WIN COY of SUFM GURU ION FIKIC WORKS AND TIME VEINONT AL9LY OF TTDINSPORNTTOY z COORMNUE ALL WORK REIMED 10 THE KRHR SERVICE CONLI N INN CNAMM WAIEM 06UCT. 1 ODDRONAIE ALL NOR( MEIW ID THE GAS SERVICE WNEECRON IRN VWNONT GAS SMEMS. 4. CODIdIWN ALL WORK MATED 1D BE WrWiL. TELEPHONE AND CDIMMMN'ADOM CONECIpRS WIN INE APPROPgWE SEMU PROMERS GRAPHIC SCALE (r tzar ) DESIGN FLOW CALCULATIONS PROPOSED 1MIER DDIM - MY-SM (46) ONE M OMM MNMENR r 2 PUMINS/DEDRDOM - 75 GM/PFDSON . 000 WO - Sfl'aREEN (17) TWO MDROON APANMEMS ■ 2 PUSMMVon) DLI ■ 75 GPD/PERSON - 5,100 GPD - EATEN DMAID SUMNAL = 6.MO0 WD r MOD GPO - 12AW GPO - LESS LOW HOW BMW CMON (10%) - -1.2W GPD - IDEAL PMOPM SIR DO MT - I2A00 CFO - I= GPO - 10.e00 GPO PROPOSED WASTEMMOFM FIRM: - fOWY-SD( (46) ONE ODRONL MARCODS c 2 PERSONS/MEDROOM >t 70 GM/PERSONN - 6.440 GPD - SEVEIREPN (17) DID MEORM APARFMEMS • 210 OND/MMNLQN - 3WO GPD - RNAL PROPOSED USIEVATER FLOW - 6.440 GPD i 3,570 CPD - Nimo GM BE MN FASIIIC 1 POU M. C11/1 1 MAST EXIS MG WAIM VALVE L cam To NEW 9115fED GRADE AS NECESSARY 1 OEM ANCODN ON W BE RRODVm N COORONOON MIN Lem Sam PrornER 1 EMSIMG CIMM CUR W BE 1 mm me NoPaco � .:MILT A a05MC 1[ 1 u AIRR " LME r va TAP AND GATE PEEVE 1 1 S- —sl— PROCEED FEIEE' BE NSTnLED AOOPE RE*RaNG wALL AT ALL LOIATMNb WHERE WALL , NETCNf S GRUTER THAN r Y NMIE CM aff LDGiKN TO ALLOW FOR RUNOFF W ENiat RR/RYGE SW (4 TM. PER SEL7KIN OF CURBING Do1WSLOPE OF PANEIM. PUNS 2 ON NORM SIDE OF N)RETEIM AREA . 26 TOTAL} C3.1/e. I MCKM 4' RAU%RD sat 35 m UNDERDRAIN (M.). C3.1/1 I I I0 I PROPOSED " POLE SEE UNFMFG PUN FOR SPECMICATNES Or.). -W M —AM 91E ACK I I Provesfo oar $MINE (w). PROPOSED I CONGREFE um Ix� 1 X x x x �xYxYx 11 Wilson Consulting Engineers, PLC .awr wv T,1.1m I= Reichelt, Kurt & Laura 163 Pead St. Essex Junction, Vr 05452 Pizzagalli Properties, LLC 346 Shelbume Rd., Suite 601 Burlington, VI 05401 Bartlett Brook Apartments 1690 Shelburne Rd. South Burlington, Vf 05403 Proposed Utilities Site Plan SHEET NUMBER: C2.1 LEGEND FXISNIC CONTOUR U85 PROPOSED CONTOUR -- - - — PNOPERTV LIVE -.-.-.- SETm INE - - - - - - - EASEW IRE - - SS DR m SMER IRE - - ST SAM DRMMEE UK - - w WM ERE - - OE O omw EIEcoact LINE - - UE UIDERMW UE TwA IRE - - T waRmw TELLPHow LIE - - G GAS IRE _ X _ X _ FEW — .. DRANIGf RYL/OILCN — .. - • — EDGE OF SRIFAN -...—...--...-- SIAM BLUER CUSS I NUTAND --.-..-- CLASS F NET" BUFFER rWYY1 ME OF WOODS DFLTOD11o5 TREE CaiFAO115 TREE SON3L YV6gE ® III WINIIE ® DAMMM CAICH BASIN 7C HYDRANT ® IRVER VALVE a IONFA POLE -� CUE VIRE 1NNT POLE ®IL GAS ME yp 07 PR ° RON PIPUND) FOU D/W ° CONCRETE RRABBE FOUR PROJECT BFNwWD( LOT COVERAGE CALCULATIONS SOIL TYPE AND CLASSIFICATION (RP.) FOAEDAY NETS WIN HARED END ' SECTIONS (4 TVP.). W,159D. , TIE MO EXIS NID CATCH EMSN. INY11 17d'. CaiAR LOCUM SUE, ALERT ND CO DRION PE60R TO FU CONSERI)CM COOM ALL VoNx f I THIN ROE WITH VAN RDN a TERRY NMI. L COOIDIIAE ALL WORK WON IM WAN CRY M sounl MIAM ION PUBLIC wow ND TEE VERINIID AGENCY Or TRAxSP011fNpN. 2. COORWMPE ALL WOK RELATED 10 INE BOER SHAM COUICCIION WITH aMIRtAN STER ZINC. 3. COORDIME AIL ROBE ROATED TO THE OAS SOM I ODUECIIOR VAN VFAWNr GAS SYSTEMS. 4 COORORWE NL ROIOE WATER 10 M EIECIRN'N, TEIENIAND COIRRII CON611OK BIN M ARPROPIERI IIE sum PaDnMO Els GRAPHIC SCALE IN Few) 1 k-h - 40 IL Tom UT SUE: 396271 SF (9.14 AC) PROPOSED MA DIN: CMUW E- 15.640 SF (M) PROPOSED ANAL NPO IK: 94.497 SF (217x) PROPOSED ]DIAL DISRRMNCL' 252.510 SF (63AX) 1 PROPOSp DOTI SRNCRRE H RY (oYFRTD.}IBL'S T 6• x 21• BOO( INH W.-157JF 6' a 2,' B0X NJS III'.-155 36• LOPE W. Bw-1510 Nwon CB /1 I RY.1ssu 15• TOPE IN. N-N,IJF' LV LOPE W OUf-149S f I � PROPOSED as f2 I , NM-IS6O', IV ROPE W. OUT-150.1' I � En O .� I y1 P� I ab1 I I L I 1 1 SEE STRUCLARAL PUNS GIYLMXD FOUNDATION DEAN rat FOINMTIN DRAIN - W.-IGI DETAIL AND INERS MR) PROPOSED DIN IFI PROPOSED PRECAST RB-1S.0' CONCRETE REWENO - !r PVC W. N.1MV WALL (IYP.) 24 HOPE N. OUT-161.0' s- UE SUE T - e B/ - , PROPOS l/ED UMTNw TiIEDpI (112" z p d 10' x '.I' WITH 24'gMPATED HOPE 1 I I PRECAST REIMAD = ( ITAu (TYP.). few.w•. I IN DIN j3 i BPAL. N-16z1s2 AIOLc I DEVELOPMENT 11 Il 24• HOPE M'. Our-I61.0'1 1 L HY=167.5 24• HOPE 0U=16207 4• V 24' PN. N-161.5' W. OUT-161 2/• IPRIMED CO 11 wA I 1 7 1 IDI. ISI • HOPE 1PHOPO"aFD CB �5 ( I T 15• IL W. IH=1 b' ' - - , 15' H�E NV -CUE* .5 ' '- ' G MANI POOL. PROPOSED CO 11! 10' SIDE YARD FAI=17&5 2C HIM W.•611 SHEET CLI FOR LOCATIONS, CLEANIT + �. r IV HOPE W. OLIT-176.6' PROPOSED DRY PROPOSED GRASSED LINED SIV , %F1 �1t4 L�•!. 1 ■I ' I IS tI SIR, �L. `�;,�f e 1 T�1' •� �i II �:.' I' I fiPROPOSED 4* PERFORATED AIfNI � BpBpp1S611 ®'iMI. (3Yt S 'F r✓;'. ti4Ell' � ''. I1FEE M GRADE PARKING tOf TO 'L-� DRAW 10 an curs III . ,;,� I I �L• 1 i /TI/\ �+ ,;,l!,, � ice' I �► � i WEF i: I fir. 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South Burlington, VI 05403 Proposed Stormwater Management Site Plan C2.3 LOT COVERAGE CALCULATIONS SOIL TYPE AND CLASSIFICATION (RP.) FOAEDAY NETS WIN HARED END ' SECTIONS (4 TVP.). W,159D. , TIE MO EXIS NID CATCH EMSN. INY11 17d'. CaiAR LOCUM SUE, ALERT ND CO DRION PE60R TO FU CONSERI)CM COOM ALL VoNx f I THIN ROE WITH VAN RDN a TERRY NMI. L COOIDIIAE ALL WORK WON IM WAN CRY M sounl MIAM ION PUBLIC wow ND TEE VERINIID AGENCY Or TRAxSP011fNpN. 2. COORWMPE ALL WOK RELATED 10 INE BOER SHAM COUICCIION WITH aMIRtAN STER ZINC. 3. COORDIME AIL ROBE ROATED TO THE OAS SOM I ODUECIIOR VAN VFAWNr GAS SYSTEMS. 4 COORORWE NL ROIOE WATER 10 M EIECIRN'N, TEIENIAND COIRRII CON611OK BIN M ARPROPIERI IIE sum PaDnMO Els GRAPHIC SCALE IN Few) 1 k-h - 40 IL Tom UT SUE: 396271 SF (9.14 AC) PROPOSED MA DIN: CMUW E- 15.640 SF (M) PROPOSED ANAL NPO IK: 94.497 SF (217x) PROPOSED ]DIAL DISRRMNCL' 252.510 SF (63AX) 1 PROPOSp DOTI SRNCRRE H RY (oYFRTD.}IBL'S T 6• x 21• BOO( INH W.-157JF 6' a 2,' B0X NJS III'.-155 36• LOPE W. Bw-1510 Nwon CB /1 I RY.1ssu 15• TOPE IN. N-N,IJF' LV LOPE W OUf-149S f I � PROPOSED as f2 I , NM-IS6O', IV ROPE W. OUT-150.1' I � En O .� I y1 P� I ab1 I I L I 1 1 SEE STRUCLARAL PUNS GIYLMXD FOUNDATION DEAN rat FOINMTIN DRAIN - W.-IGI DETAIL AND INERS MR) PROPOSED DIN IFI PROPOSED PRECAST RB-1S.0' CONCRETE REWENO - !r PVC W. N.1MV WALL (IYP.) 24 HOPE N. OUT-161.0' s- UE SUE T - e B/ - , PROPOS l/ED UMTNw TiIEDpI (112" z p d 10' x '.I' WITH 24'gMPATED HOPE 1 I I PRECAST REIMAD = ( ITAu (TYP.). few.w•. 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Engineers, F www.pp[u[rnrmasm Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, YI 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VI 05401 Bartlett Brook Apartments 1690 Shelbume Rd. South Burlington, VI 05403 Proposed Stormwater Management Site Plan C2.3 1 PROPOSp DOTI SRNCRRE H RY (oYFRTD.}IBL'S T 6• x 21• BOO( INH W.-157JF 6' a 2,' B0X NJS III'.-155 36• LOPE W. Bw-1510 Nwon CB /1 I RY.1ssu 15• TOPE IN. N-N,IJF' LV LOPE W OUf-149S f I � PROPOSED as f2 I , NM-IS6O', IV ROPE W. OUT-150.1' I � En O .� I y1 P� I ab1 I I L I 1 1 SEE STRUCLARAL PUNS GIYLMXD FOUNDATION DEAN rat FOINMTIN DRAIN - W.-IGI DETAIL AND INERS MR) PROPOSED DIN IFI PROPOSED PRECAST RB-1S.0' CONCRETE REWENO - !r PVC W. N.1MV WALL (IYP.) 24 HOPE N. OUT-161.0' s- UE SUE T - e B/ - , PROPOS l/ED UMTNw TiIEDpI (112" z p d 10' x '.I' WITH 24'gMPATED HOPE 1 I I PRECAST REIMAD = ( ITAu (TYP.). few.w•. I IN DIN j3 i BPAL. N-16z1s2 AIOLc I DEVELOPMENT 11 Il 24• HOPE M'. 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Engineers, F www.pp[u[rnrmasm Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, YI 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VI 05401 Bartlett Brook Apartments 1690 Shelbume Rd. South Burlington, VI 05403 Proposed Stormwater Management Site Plan C2.3 I L I 1 1 SEE STRUCLARAL PUNS GIYLMXD FOUNDATION DEAN rat FOINMTIN DRAIN - W.-IGI DETAIL AND INERS MR) PROPOSED DIN IFI PROPOSED PRECAST RB-1S.0' CONCRETE REWENO - !r PVC W. N.1MV WALL (IYP.) 24 HOPE N. OUT-161.0' s- UE SUE T - e B/ - , PROPOS l/ED UMTNw TiIEDpI (112" z p d 10' x '.I' WITH 24'gMPATED HOPE 1 I I PRECAST REIMAD = ( ITAu (TYP.). few.w•. I IN DIN j3 i BPAL. N-16z1s2 AIOLc I DEVELOPMENT 11 Il 24• HOPE M'. Our-I61.0'1 1 L HY=167.5 24• HOPE 0U=16207 4• V 24' PN. N-161.5' W. OUT-161 2/• IPRIMED CO 11 wA I 1 7 1 IDI. ISI • HOPE 1PHOPO"aFD CB �5 ( I T 15• IL W. IH=1 b' ' - - , 15' H�E NV -CUE* .5 ' '- ' G MANI POOL. 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South Burlington, VI 05403 Proposed Stormwater Management Site Plan C2.3 s- UE SUE T - e B/ - , PROPOS l/ED UMTNw TiIEDpI (112" z p d 10' x '.I' WITH 24'gMPATED HOPE 1 I I PRECAST REIMAD = ( ITAu (TYP.). few.w•. I IN DIN j3 i BPAL. N-16z1s2 AIOLc I DEVELOPMENT 11 Il 24• HOPE M'. Our-I61.0'1 1 L HY=167.5 24• HOPE 0U=16207 4• V 24' PN. N-161.5' W. OUT-161 2/• IPRIMED CO 11 wA I 1 7 1 IDI. ISI • HOPE 1PHOPO"aFD CB �5 ( I T 15• IL W. IH=1 b' ' - - , 15' H�E NV -CUE* .5 ' '- ' G MANI POOL. PROPOSED CO 11! 10' SIDE YARD FAI=17&5 2C HIM W.•611 SHEET CLI FOR LOCATIONS, CLEANIT + �. r IV HOPE W. OLIT-176.6' PROPOSED DRY PROPOSED GRASSED LINED SIV , %F1 �1t4 L�•!. 1 ■I ' I IS tI SIR, �L. `�;,�f e 1 T�1' •� �i II �:.' I' I fiPROPOSED 4* PERFORATED AIfNI � BpBpp1S611 ®'iMI. (3Yt S 'F r✓;'. ti4Ell' � ''. I1FEE M GRADE PARKING tOf TO 'L-� DRAW 10 an curs III . ,;,� I I �L• 1 i /TI/\ �+ ,;,l!,, � ice' I �► � i WEF i: I fir. 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South Burlington, VI 05403 Proposed Stormwater Management Site Plan C2.3 Agreement to Provide Easement This Agreement to Provide Easement (the "Agreement") is entered into as of this day of , 2014, by and between Pizzagalli Properties, LLC, a Vermont limited liability company with a principal place of business in Burlington, Vermont (the "Owner"), and the City of South Burlington, a Vermont municipality (the "City"). Background A. The City of South Burlington Development Review Board, by decision dated , 2014, approved a planned unit development and subdivision on approximately 9.14 acres of land fronting on Shelburne Road (the "Property"), as shown on a plan entitled, "Plat of Survey, Property of Pizzagalli Properties, LLC, 1690 Shelburne Road, South Burlington, Vermont," prepared by Civil Engineering Associates, Inc., dated , 2014, last revised , 2014, and recorded in Map Slide of the City of South Burlington land records (the "Survey"). [Reference should be to final subdivision plat as approved by DRB] B. Condition #_ of the final approval of the Development Review Board obligates the Owner, under certain conditions, to provide an easement over the roadways to be constructed on the Property, as shown on a Site Plan entitled, "Site Plan," prepared by Wilson Consulting Engineers, PLC, dated , 2014, last revised , 2014 (the "Site Plan"). [Reference should be to final site plan as approved by DRB] C. The City of South Burlington Development Review Board wishes to provide for an easement across the Property to provide access between Green Mountain Drive and Shelburne Road over the Property and over land located adjacent and easterly of the Property, and identified on the Survey as 25 Green Mountain Drive (the "Adjacent Property"). { B 129503 8.1 08795-0034 } NOW, THEREFORE, in consideration of this Background and the City Development Review Board's final approval of the subdivision and the Site Plan, and for other good and valuable consideration, the Owner agrees as follows: 1. If requested by the City in connection with the City's future review of development at 25 Green Mountain Drive, the Owner and the then owner (the "Adjacent Owner") of the Adjacent Property shall exchange reciprocal easement deeds, in form and substance reasonably satisfactory to the City, conveying easements for pedestrian and vehicular ingress and egress across the roadway on the Property and such roadway as may be built by the Adjacent Owner on the Adjacent Property extending from Green Mountain Drive to Shelburne Road, which easements shall be for the occupants, tenants, or residents of the improvements as exist or as shall be constructed on the Property and the Adjacent Property, all as approved by the City. The Owner will be responsible for extending the roadway on the Property to the westerly boundary of the Adjacent Property in order to connect with the roadway to be constructed by the Adjacent Owner on the Adjacent Property. 2. This Agreement to provide the easement described herein shall not be construed as an offer of dedication to the City for a public road or any other purpose. The Owner shall not be required to construct the roadways on the Property to City specifications for town roads. 3. This Agreement is intended to benefit the City only and shall not be construed as conferring any direct rights on the owner of the Adjacent Property, but only as the indirect beneficiary of the City's election to exercise its rights to require an easement from the Owner in accordance with the terms and conditions of this Agreement. 3. This Agreement shall run with the Property and be binding upon the Owner and its {131295038.1 08795-00341 2 successors and assigns. IN WITNESS WHEREOF, the Owner has caused this Agreement to be executed by its duly authorized agent as of the day first above written. Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Pizzagalli Properties, LLC By: Duly Authorized Agent At ' , in said County, this day of , 2014, personally appeared , duly authorized agent of Pizzagalli Properties, LLC, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of Pizzagalli Properties, LLC. Before me, Notary Public My Commission expires: 2/10/15 IN WITNESS WHEREOF, the City executes this Agreement as of the day of , 2014. Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. City Of South Burlington By: City Manager and Duly Authorized Agent At South Burlington, in said County, this day of , 2014, personally appeared , City Manager and duly authorized agent of the City of South Burlington, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of the City of South Burlington. Before me, {B1295038.1 08795-0034 } t' Notary Public My Commission expires: 2/10/15 { B 129503 8.1 08795-00341 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: May 16, 2014 SD_14_09_PizzagalliProperties_1690ShelburneRd_sket Application received: February 18, 2014 ch SKETCH PLAN REVIEW #SD-14-09 PIZZA GALLI PROPERTIES — 1690 SHELBURNE ROAD Agenda # 5 Meeting Date: May 20 2014 Applicant Owners Pizzagalli Properties, LLC Kurt V. Reichelt and Laura M. Reichelt 346 Shelburne Road, Suite 601 Burlington, VT 05401 Contact Person Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 Location Map PROJECT DESCRIPTION Sketch plan application #SD-14-09 of Pizzagalli Properties, LLC for a planned unit development consisting of: 1) subdividing an undeveloped 9.14 acre parcel into two (2) lots of 1.0 acres and 8.14 acres, and 2) constructing a four-story, 63 unit, multi -family dwelling on the 8.14 acre parcel, 1690 Shelburne Road. CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 09 PizzagalliProperties 1690ShelburneRd sketch COMMENTS Administrative Officer Ray Belair, and Lee Krohn, AICP. Planner Temporary Assistant, referred to herein as Staff, have reviewed the plans submitted on April 25, 2104 and offer the following comments: DIMENSIONAL REQUIREMENTS: Zoning District & Dimensional Requirements: C — 2 Zoning Districa Required ` `Existing Proposed Lot #1 Proposed Lot #2 Min. Lot Size 6000 sq. ft./unit 398,271 sq. ft. 6322 sq. ft./unit 1.0 acres Max. Building Coverage 40% <1% 4.9% 0% Max. Overall Coverage 70% <1% 22.5% 0% Min. Front Setback 50 ft. N/A 256 ft. N/A Min. Side Setback 10 ft. N/A 10 ft. N/A V Min. Rear Setback 30 ft. N/A 201 ft. N/A .w Max. Building Height 35ft. (flat roof) N/A 48 ft. N/a Zoning compliance .� Requires a height waiver of 13 feet The sketch plan shows a fair bit of detail in overall site design and layout, including access drive off of Shelburne Road, building location, parking lot, combination trash/recycling enclosure, stormwater pond/infiltration areas; a one acre lot subdivided off for future commercial use; 50' stream buffer areas; a sidewalk leading from Shelburne Road to the rear of the apartment building, generic planting plan, a community garden and walking pathway leading down to Bartlett Brook and then back up to the garden... although a fair distance away from the building, and with no apparent water source; any subsequent preliminary/final submittals must also include the usual required details such as tree planting/landscaping plan and budget, utility cabinets, exterior lights, bike rack, snow storage areas, and the like... a proposed fire hydrant is shown, and as always, the number and location of these (and other related life safety matters) must be reviewed and approved by the Fire Chief. Density The overall lot size of 9.14 acres allows a maximum density of 63 units at 7 units/acre and 63 units are proposed. 5.08 Supplemental Standards for All Commercial Districts A. Development according to commercial district regulations and multifamily development at the residential density specified for the applicable district shall be subject to site plan review, as set forth in Article 14, the purpose of which shall be to encourage innovation of design and layout, encourage more efficient use of land for commercial development, promote mixed -use development and shared CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 09 Pizzagall iProperties 1690ShelburneRd sketch parking opportunities, provide coordinated access to and from commercial developments via public roadways, and maintain service levels on public roadways with a minimum of publicly financed roadway improvements. Please see below for site plan review standards... whether this demonstrates innovative design and layout, etc, remains to be seen... B. Multiple structures, multiple uses within structures, and multiple uses on a subject site may be allowed, if the Development Review Board determines that the subject site has sufficient frontage, lot size, and lot depth. Area requirements and frontage needs may be met by the consolidation of contiguous lots under separate ownership. Construction of a new public street may serve as the minimum frontage needs. Where multiple structures are proposed, maximum lot coverage shall be the normal maximum for the applicable district. N/A C. Parking, Access, and Internal Circulation (1) Parking requirements may be modified, depending in the extent of shared parking, the presence of sidewalks or recreation paths, and residences lying within walking distance (defined as no further than one -quarter (Y.) mile for purposes of commercial zoning districts). Any requirements for shared access and/or parking must be secured by permanent legal agreements acceptable to the City Attorney. (2) Parking areas shall be designed for efficient internal circulation and the minimum number of curb cuts onto the public roadway. (3) Access improvements and curb cut consolidation may be required. 142 parking spaces are required and proposed for 63 dwelling units. The access drive will be shared with the adjoining one -acre proposed commercial lot. D. Commercial properties that abut residential districts shall provide a screen or buffer along the abutting line in accordance with Section 3.06(l) of these Regulations. This does not appear to apply here. SITE PLAN REVIEW 14.06 General Review Standards The following general criteria and standards shall be used by the Development Review Board in reviewing applications for site plan approval. They are intended to provide a framework within which the designer of the site development is free to exercise creativity, invention, and innovation while improving the visual appearance of the City of South Burlington. The Development Review Board shall not specify or favor any particular architectural style or design or assist in the design of any of the buildings submitted for approval. The Development Review Board shall restrict itself to a reasonable, professional review, and, except as otherwise provided in the following subsections, the applicant shall retain full responsibility for design. A. Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. Due attention by the applicant should be given to the goals and objectives and the stated land use CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 09 PizzaaalliProperties 1690ShelburneRd sketch policies for the City of South Burlington as set forth in the Comprehensive Plan. B. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. This criterion is met. (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. This is an issue to be considered and analyzed. The proposed building is to be 48 ft. in height, 13 ft. taller than the 35 foot limit otherwise permitted. The Board should discuss the granting of the height waiver. (4) Newly installed utility services and service modifications necessitated by exterior alterations or building expansion shall, to the extent feasible, be underground. Any subsequent utility plans submitted must clarify this. C. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. (2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. To be considered and reviewed; no architectural elevations are yet submitted. 14.07 Specific Review Standards A. Access to Abutting Properties. The reservation of land maybe required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff recommends that the access road serving this residential building and the commercial lot, be constructed to City street standards anticipating that this street would continue through the adjacent property to the east and connect to Green Mountain Drive. See further discussion below. B. Utility Services. Electric, telephone and other wire -served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 09 PizzagalliProperties 1690ShelburneRd sketch Noted above. C. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (i.e., non-dumpster, non -large drum) shall not be required to be fenced or screened. Shown on plan. D. Landscaping and Screening Requirements. See Article 13, Section 13.06 Landscaping, Screening, and Street Trees. Generic landscaping is shown; more detailed plans must be submitted for preliminary/final plat review. E. Modification of Standards. Where the limitations of a site may cause unusual hardship in complying with any of the standards above and waiver therefrom will not endanger the public health, safety or welfare, the Development Review Board may modify such standards as long as the general objectives of Article 14 and the City's Comprehensive Plan are met. However, with the exception of side yard setbacks in the Central District 1, in no case shall the DRB permit the location of a new structure less than five (5) feet from any property boundary and in no case shall be the DRB allow land development creating a total site coverage exceeding the allowable limit for the applicable zoning district in the case of new development, or increasing the coverage on sites where the pre-existing condition exceeds the applicable limit. The only modification requested is a height waiver of 13 feet. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the followine standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 09 PizzagalliProperties 1690ShelburneRd sketch The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Other than the site -related details described herein, there are likely no changes that would alter any prior decision that the project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Some of these standards simply must be met; others are more subjective and will require more in depth analysis and review in preliminary and final plat review. That said, the clear purpose of sketch plan review is to offer clarity and guidance to an applicant as to the likely approvability of a proposed project, and to identify any stumbling blocks and/or improvements needed at this preliminary stage of project design. All of these PUD standards should be addressed by the applicant, at least in general terms, if the Board is to be able to offer helpful guidance. The application materials are for this site only, and offer little or no neighborhood context by which to consider these issues (especially the proposed height waiver, and its relationship in scale to surrounding properties). It will be helpful to explore with the applicant their plans for the other commercial lot, to determine whether they have considered, and how might be accommodated, reasonable interaction between these properties so that the residents of the proposed dwelling units do not just end up looking out onto the back side of a future commercial building and its parking lot. It will also be useful to consider whether the new access drive should actually be a public street, or at least have that option reserved, especially if/when a connection to the property to the rear becomes reasonable, feasible, or necessary in order to create interconnection with Green Mountain Drive. If so, that would require reservation of (or irrevocable dedication of) necessary right of way, and clarity in roadway design so that the street and the sidewalk (but not stormwater ponds) lie within that ROW; it might also require prospective future redesign of the access/parking for the apartment building. Further, and although a detail not traditionally part of sketch plan review, it is worth considering removal of the box elders, and replacement with a more beautiful, durable tree. Box elders are hardy, but are generally considered a "weed tree" with branches prone to breakage. Certain other existing, mature trees either near buildings or other site work will require great protection and care during construction if they are going to survive. This includes both obvious, above ground construction, as well as installation of underground utilities (water, sewer, electric...) that are not illustrated on a site plan but which can create great disruption in root zones. Similar consideration must be given to soil compaction by heavy equipment. Absent such care, mature trees shown on the plans may well not survive. The community garden is a great idea, although located quite a distance from the building, and should have a water source available if it is to be successful. This type of `active' open space can be a great benefit for CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 14 09 PizzagalliProperties 1690ShelburneRd sketch residents, whether as traditional garden plots, an 'edible orchard' of fruit or nut trees or shrubs, or as created in a recent case, a dog park. Similar use might be considered for the front yard of the building, perhaps at least with one or more picnic tables and a barbeque pit/grill area... 12.03 Stormwater Management Overlay District (SMO) This property is located within the Stormwater Management Overlay District and as such must comply with the relevant standards. The preliminary plat plans should be in compliance with these standards when submitted. RECOMMENDATION Seek clarification on the questions raised above. Respectfully submitted, Raymond J. Belair, Administrative Officer Copy to: Robert Bouchard, Pizzagalli Properties, LLC LEGEND - - - - -- - - EXISTING CONTOUR -- -985- PROPOSED CONTOUR - - PROPERTY UNE SETBACK LINE - - - - - - EASEMENT LINE --- — S$ GRAVITY SEWER LINE ST STORK DRAINAGE LINE W WATER 111E — OE OVERHEAD ELECTRICAL LINE LE UNDERGROUND ELECTRICAL LINE -- — T UNDERGROUND TELEPHONE LINE - — GAS LINE X — X FENCE DRAINAGE SWALE/DITCH — - — EDGE OF STREW -..-..-..-..--- STREAM BUFFER %YVYY1 EDGE OF WOODS DECIDOUOS TREE CONIFEROUS TREE SEWER MANHOLE DRNNIGE MANHDIE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE —a GUY WIRE O UGHT POLE ® GAS VALVE 0/0 IRON PIPE/ROD FOUND/SET 0 CONCRETE MONUMENT FOUND PROJECT BENCHMARK w GRAPHIC SCALE in ( IN FRET ) I Inch - 40 it. ZONING REQUIREMENTS ZONING DISTRICT: COMMERCIAL 2 (C2) OYMY OISIRICM TRAFFIC (ZONE 3). TRANSIT, AORYWATER MANAGEMENT PROPOSED USE: muLn-FAMLY APARTMENT BUDNG (PUD) DIMENSIONAL REQUIREMENTS MINIMUM LOT SIZE (SF) - 6.000/UMT 398,271 6.M2/UWT MAIMUM BUILDING GOVEAGE (X) - 40 <1 4.9 MAXIMUM TOTAL LOT COVERAGE (%) - 70 <1 22.5 MINIMUM FRONT YARD SETBACK (Fn - 50 N/A 256 MINIMUM SIDE YARD SETBACK (FT) - 10 N/A t0 MINIMUM REAR YARD SETBACK (FT) - 30 N/A 201 MAXIMUM FIAT/PITCHED BUILDING HEIGHT (FT) - 35/40 N/A !60 DENSITY CALCULATIONS PROPOSED USE- MULTI-FAMIY APARTMENT BUILDING MA)OM1M RESIDEMML DENSITY - SEVEN (7) LMIS/ACRE LOT SIZE = 398-771 SF = l9.14 AC. PROPOSED RESIDENTIAL DENSITY - 7 UMTS/AC. 0 9 AC. - 63 UNTS PARKING REQUIREMENTS PROPOSED USE: MILD-FAMAY APARTMENT BUILDING WITH 63 DWELLING UNITS (DU) SPACES REQUIRED = 2/DU 0 63 DU - 126 PARKING SPACES REQUIRED SPACES PROPOSED - 131 PARKING SPACES PROVIDED ACCESSIBLE SPACES REWIRED - [101-150 SPACES] - 5 ACCESSIBLE SPICES REQURED (4 STD. R I VAN) ACCESSIBLE SPACES PROVIDED - 5 ACCESSIBLE E SPICES PWV(4 STD. d I VAN) s- I� I PROPOSED TRASH/RECYCLING I ENCLOSURE I 16' COTE w00D _ 1B' � / �r P L 6" N4PLE / r ta'bix 12 E� / ) 1 F tI PINE FIM I I CRAB I I 12' CEDAR 112' �50 r"T I �Z. I • YNID +{ PROPOSCD 1D ApE N I « SEIBACN iY 1r CEb.R I • o J, a7X' DEMEU hEO SITE I 1 • PROPOSED 6• J Q PVC SEWER 1 �V SERVICE I i L • y 1 %EIDER ' uMIE .PROPOSED / IaXDDER BOUNDARY LINES 1 ?� FOR COWERCAL ® I 1 Ie I PROPERTY 1 �4W I 1 LL� SS _ SS As �w UE /I I 21 _ ® BAR , I P D e, t ' ESAI; WATERPOND sr c� 6D,aor' 1FENr , NAIxE ® I 1 I PRoI>usEO • - CONCRI • � • • E6 � \ � SIDI WNK A • I �`'� � �ft�j0 � tX • 1WL-._ 2�ucPl�y z!• LE ,�-'/ L--- I,dab I I it I1 I I I ®Ts® I I I 1 I 1 1 I BO%ELDER aN COTTONWOOD I 1!" P NE •tag.2 1 IIAAIE _ St]].6_ y � �20" PNE 11 _ ro 2" I SP 1 4• WOXELDER 16• PINE r I I • ,i 4• PINE $16' PINE 6 Pk1E y�•y� �te• PRIM ' � /. 14• PINE �. I "r I CMDYRT Ji At, PROM I 'r4- WMa1 —_ 1' ® • UORETENION 2 AREA 1�BOXEIDEN ® to I Y�Qpj' 1 I .0 ® Q <` I 30' REAR YARD SETBACK 7 12- I—PROPOi I INFlLIRAION I • (�. ( 0 D' COTfONW00D • •• 12-CORp1YJD0D_ PWIM� FIRE J W W 1 ZZ PROPOSED B' ~ \\ �N / PROPOi^ 1 - / D.I. WATER T L\A� STORMMT92? '—I BLSFEB _ SERVICE \ lZ\��.(II � �� / — m�iEM'b" PEDESTRIAN /5w STWEM BUFFER l PROPOSED 5• w1MFUMtr GARDEN I+ WMwiRn/4*am'._-�� J a• �Z/ CQMNSTY / 2. 10' SEE YARD I Pm j 2" I 5 a• I I i MAPLE I � I 1 1 Wilson Consulting Engineers, PLC zeasuAor PD4D G�P6A ni-N�zo OWNER: Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VT 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, VT 05401 Proposed Site Improvements 1690 Shelburne Rd. South Burlington, Vr 05403 Preliminary Proposed Conditions Site Plan APR 2 5 2P9 a/ l'C IRY 0f S0. Burlini - I SHEET NUMBER: C2.0 ray From: Bob Bouchard <Bob.Bouchard@pizzagalliproperties.com> Sent: Tuesday, April 01, 2014 2:21 PM To: ray Subject: 1690 Shelburne Road Hi Ray: Pursuant to our recent phone conversation, Pizzagalli Properties would like to request a continuance to our sketch plan review hearing scheduled for Tuesday, April 15th, 2014 for our proposed project at 1690 Shelburne Road. The conceptual site plan and elevations are going through several changes at this time. If possible, we would like to be placed on the agenda for early to mid May. Yours truly, Bob Bouchard Robert Bouchard Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601 Burlington, VT 05401 T. 802.660.6805 F.802.660.6868 bbouchard(o�_pizzagalliproperties.com NOTICE: Our website can now be viewed at www.pizza.galliproperties.com. (' OK IN southburlingion PLANNING & ZONING Permit Number SD- - t/ (office use only) APPLICATION FOR SUBDIVISION SKETCH 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 plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Kurt V. Reichelt and Laura M. Reichelt 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 85, Pages 265 & 422 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 346 Shelburne Road, Suite 601, Burlington, VT 05401 4) APPLICANT'S LEGAL INTEREST 1N THE PROPERTY (fee simple, option, etc.) Option to Lease 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC, 346 Shelburne Road, Suite 601, Burlington, VT 05401 5a) CONTACT EMAIL ADDRESS BbouchaXd@pizzagalIiproperties.com j'it q { ] it ick I 6) PROJECT STREET ADDRESS: 1690 Shelburne Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01690 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Pizzagalli Properties proposes to construct a five (5) story, 63 unit, multi -family apartment building with 142 proposed parking spaces. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com b) Existing Uses on Property (including description and size of each separate use) 180 sq. ft. utility but located on the southwest corner of the site. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli Properties proposes a five (5) story, 63 unit multi -family apartment building. Building footprint is 17,500 square feet. Project will have 142 on grade parking spaces. d) Total building square footage on property (proposed buildings and existing buildings to remain) 17,500 square feet proposed. e) Proposed height of building (if applicable) Five (5) stories. Approx. 50'. f) Number of residential units (if applicable, new units and existing units to remain) 63 units proposed g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE a) Building: Existing .0004 % b) Overall (building, parking, outside storage, etc) Existing .0004 % c) Front yard (along each street) Existing 0 % Proposed .044 % Proposed 22 % Proposed 0 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (casements, povenants, leases, rights of way, etc.) Property will be ground leased to Pizzagalli Properties, LLC from Mr. & Mrs. Kurt Reichelt. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Pizzagalli Properties is proposing an extension of municipal water and sanitary sewer services. Sketch Plan Application Form. Rev. 12-2011 12) ESTIMATED PROJECT COMPLETION DATE Fall of 2015 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) f h 1 1 'd h h f COPY o t e p ans must be submitted. The application fee shal be pai t e Crty at t e tune o 1 nio submitting the application. See the City fee schedule for details. ( Aqq4 /. z^^-d"o NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining % � g 01 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 Y f? complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public % / ��2 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 APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 0 / I have reviewed this sketch plan application and find it to be: Complete ❑ In mp lete Administrative fficer Da 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. Sketch Plan Application Form. Rev. 12-2011 LEGEND - -- , - - -- EXISTING CONTOUR 985 PROPOSED CONTOUR - - PROPERTY LINE — - — - — — SETBACK LINE EASEMENT LINE — — SS GRAVITY SEWER LINE — — Sr STORM DRAINAGE LINE — — TN WATER UNE — — OE OVERHEAD ELECTRICAL USE — — UE UNDERGROUND ELECTRICAL LINE — — T UNDERGROUND TEIFPHONE LINE — — G GAS LINE XX— FENCE DRAINAGE SWALE/DITCH — - - — EDGE OF STREAM -..- ..- - .-..- STREAM BUFFER EDGE Of WOODS r •A DECD01105 TREE CONIFEROUS TREE QS SEWER MANHOLE 0 DRAINAGE MANHOLE ❑ CROW CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE GUY WINE O LIGHT POLE GAS VALVE o • IRON PIPE/ROO FOUND/SET o CONCRETE MONUMENT FOUND PROJECT BENCHMARK EX. CB1 RIM=152.93 EX. C82 RIM=151.54 l EX. C83 RIM-151.58 EXISTING 6" PE GAS MAIN 1 EX. SMH1 I I RIM-153.03 I 4" INV. IN (SE)-146.23 I' 4" INV. IN (NE)-145.48 W 8" IW. OUT (W)-145.33 I' 1 EXISTING 12" D.I. WATER MAIN �I� I I EXISTING 24" HOPE DRAINAGE LINES n/f EX. C84 Shearer North, RI1=152.66� LLC IX. CBS RIM-152.81 IXISTING 8 D.1. WATER MAIN-L ..... PROJECT BENCHMARK — NORTHEAST FLANGE BOLT ONI (DRANT ELEVATION — 155.74' n/f Oil #2, LLC x GRAPHIC SCALE EXISTING Bo O CUL L IN FM1 I z L Wch - 40 YL IyrI,C� GENERAL NOTES I O c RIME15386 1) UTILITIES SHOWN DO NOT PURPORT TO CONSTITIJIE OR REPRESENT ALL UDUDES LOCATED UPON OR ADJACENT 70 THE SITE SHOWN. THE CONRACTOR SHALL FE1D VERIFY ALL UTILITY CONFLICTS AND REPORT THEM TO THE DESIGNER. I y 2) THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO THE CONMENCEMENT OF WORK AND STALL COORDINATE ALL REQUIRED Imo' IX. C87 ... 3) THE CONTRACTOR 6 RESPONSIBLE FOR SAFE CONSTRUCTION OPERATIONS AND SHALL CONFORM TO ALL APPLICABLE REGULATIONS FOR SITE SAFETY. I 4) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL APPLICABLE EROSION CONTROL MEASURES. REFER TO THE MOST EX. CBB RIM=154.34 RECENT PUBLICATION OF THE STATE OF VERYONT EROSION CONTROL HANDB001(. I 5) THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY SITE CONDITIONS NOT REPRESENTED ON THE PLANS THAT INFLUENCE THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. p 6) THE CONTRACTOR SMALL REPAIR ALL DISTURBED AREAS AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION TO THEIR ORIGINAL l CONDITIONS. ALL GRASS LAWN AREAS SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED MAINTAIN ALL TREES OUTSIDE OF THE CONSTRUCTION UMfTS. 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FA ILTIES AND UTLITIES. 8) THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITINS AND MATERIALS INCORPORATED INTO THE SITE WORK AND UTILITIES. WORK SHV.L NOT COMMENCE ON ANY REM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9) IN ADDITION M THE REQUIREMENTS IN THESE PLANS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL LOCAL AND STATE PERMIT C1INdnONS, AS WELL AS THE MOST RECENT EDITION OF THE STATE OF VERMOHT ENARONMENTA PROTECTION RULES. 10) THE TOLERANCE FOR AL FINISHED GRADES SHALL BE 0.1 FEET. 11) THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AS -BUILT DRAWINGS WITHIN 10 DAYS FOLLOWING THE COMPLETION OF THE PROJECT. 12) EXISTING SRE, CONTOUR AND PROPERTY LINE INFORMATION BASED UPON A PLAN ENTTIID '1690 SHELBURNE ROAD - EXISTING CONDITIONS SIZE PLAN", DATED MAY 2, 2013 AND PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. EXISTING SHELBURNE RD. UnlnY INFORMATION BASED UPON SHEEBURNE RD. RECONSTRUCTION AS -BUILT PLANS PROVIDED BY THE CHAMPWN WATER DRRIOT AND SOUTH BURLINGTON PUBLIC WORKS DEPARTMENT. THE PROPERTY LINES, EASDXENTS, AND OTHER REAL PROPERTY DESCRIPTIONS PROVIDED N THIS PERMIT APPLICATION ARE FOR THE USE OF THE ANR ONLY. THEY DO NOT DEFINE LEGAL RIGHTS OR MEET LEGAL REOUIREMEN S FOR A LAND SURVEY AS DESCRIBED IN 26 V.SA 3 2502(4), AND SHALL NOT BE USED IN LIEU OF A SURVEY AS THE BASIS OF ANY LAND TRANSFER OR ESTABUSHMENT OF AM PROPERTY RIGHTS. THIS IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE. 13) ELEVATIONS AND COORDINATES SHOWN ARE BASED UPON THE ABOVE REFERENCED PLAN. HORIZONTAL AND VERTICAL DATUM BASED UPON NADI AND NAVDBB, RESPECINELY. z� ►3' -4 Ex. C810 RIM-155.35 MDT Partnership, I n/f I n/f MDT Partnership, Thomas, Chase LLP EX. 12" CMP EXISTING PAVED INV.=157.21 I IXISIIND PAVED LLP PAP% C AREA PARKING AREA ����E�'. I. lfi' COTTON B BOXELDER81 COTTONYIOOD Tom" Y'•t2996 �... - i6. - - 8.2 > 14„".�LIAPLE 1 r �° P 31338 +7T 14" PIN[ _ :te 1 . t8^b8%FL aP_�E DER ?0' IN 14' BOXELDER 12 PINE 2' ASPE�.' MAPLE ,[ Y� 12 ASPEN W:' 16" PINE ,10. SEE YARD'110- PINE SLIBIGX PINE k 18. PfIE PINE iif4 ^CRAB I �612' CEDM 1' PINE ! t r ,� 1$' CEDAR i� 70' PIJE I 12' CEDAR 16' PINE >�1,12' CEDM ~>1 I 1I FRONT 12' CEDAR/ 14 PINE;'+ r' 1 CHERRY SAM, 14' E. /�i � I A � • 'I' / ! �' ' I Si h`4' BIRLH Y ZWXELDER Stonehenge +AB Y DER Reichelt, Kurt J AMA LE it %EL /• & ura i' I ``I Investment BO%ELDER Corp., r Inc. MARE °' asp V. 41:-aP. 131 4* .6,R I P , I V. 475 P. 134 I 30 wR :TAB Bz• µAPLE ! Ir I YARD t9.14 Ac. I sETeAXc B2' BO%ELDER MAPLE I EiID i '• I i FAB 1 I 18' BO%ELDER 1 MANE I I I •I I 0' COTTONWOOD y`1 4 I I 4' CEDAR t2' COTTON'(100D- -� ICAR 2 I MAPLE \ MILE ' MAPLE !-16' ^y, 48' MAPLE 1 \ �. THE � `- � � -- � _ �' 1•. �e f� I �' • �. Lark Inn A ,, s LP < T \ /EX. 8' WIDE : _ ':..STONE DAMblb is Hp r.. _ .I. P.L ., INV..146.73 •� �teo-� _ 1". - ._ .. .... i� i---�--��-�.-/1.`� t� EX 6" PVC ;EXI ,3t4" _ . -:: INV-188.64 j -�, EASEMENT zA• PINE - M1 AREA 2e IX / PI :. . 8" PVC,�d / M �u EX. 12" PVQ N 4� INV..163.1 - B' �N.• ! I µ IIA4=1 i"$ ••+t' �I n SUMAC / 12 ASPE I / •4 EX. CB14 OECID. TR E tJ00.D t b _ I RIM=193.58 BOULDERS , L 4 IX. CB9 RIM=159.28 II �•6 MAP I %'L��j % L N d:yt ExISIRID PAVED PI MFA / 8+1 oEon,lc 1 1 T IIE1D / EX. CB13 I n/f 41 / I RIM-194.33 Smart Suites, LLC al 2' MARL 10' SEE! YAW R6' M SETTwGK EX. ELE�'rRICAL I TRANSFORM R, TELL , i tiypyA I 1 PINE/ - & COM BOXES` 2' NE � RIM=185.72 I � •1 I MAPLE EX. CB11 RIM-177.0 n/f n I I I Lark Inns, LP i Wilson Consulting Engineers, PLC tug CBOT M)PD 'EL 1 WON w ww u� el�tt�9....a, Reichelt, Kurt & Laura 163 Pearl St. Essex Junction, VF 05452 Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, Vr 05401 Proposed Site Improvements 1690 Shelburne Rd. South Burlington, VT 05403 SHEET TITLE: Existing Conditions Site Plan SOUTH BURLINGTO r>RaecT i �•�_ _ LOCATION LOCATION MAP 1" = 12,000' k FEB 18 2011, of So. Buriingti NUMBER: C 1.0 LEGEND -- :.- _. _........... OQSTING CONTOUR 985 PROPOSED CONTOUR - - PROPERTY LINE — SETBACK LINE EASEMENT UNE SS GRAVITY SEWER LINE — — Sr STORM DRAINAGE LINE — W WATER LINE — — OE OVERHEAD ELECTRICAL LINE — — UE UNDERGROUND ELECTRICAL LINE — j UNDERGROUND TELEPHONE LINE — — CAS LINE x x FENCE - — DRAINAGE SWALE/DITCH — EDGE OF STREAM ---.. -..- -- STEAM BUFFER EDGE OF WOODS ' DECNOUDS TREE CONIFEROUS TREE �S SEWER MANHOIF DRAINAGE MANHOLE O DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE GUY WIRE b LIGHT POLE ® GAS VALVE 0/0 IRON PIPE/RDD FOUND/SET o CONCRETE MONUMENT FOUND PROJECT BENGHMYM GRAPHIC SCALE (IN M7 ) 1 inch - 40 fL ONING REQUIREMENTS ZONING DISTRICT: COMMERCIAL 2 (C2) OVERLAY DISTRICTS: TRAFFIC (ZONE 3). TRANSIT, SFORMWATEN MANACELIQJT PROPOSED USE: MULTI -FAMILY APARTMENT BUILDING (PUD) DIMENSKNAL REWIROEWS: MINIMUM LOT SIZE (SF) - 6,000/UNIT 398.271 6,322/UNIT MAXIMUM BUILDING OO1E4GE (%) - 40 CI 44 MAXIMUM TOTAL LOT COAERAGE (x) - 70 K1 22.0 MINIMUM FRONT YARD SETBACK (FT) - 50 N/A 256 MINIMUM SIDE YARD SETBACK (FT) - 10 N/A 10 MINIMUM FEAR YARD SETBACK (FT) - 30 N/A 20, MAXIMUM FLAT/PITCHED BUILDING HDGHT (FT) - 35/40 N/A 160 ENSITY CALCULATIONS PROPOSED USE: MULTI -FAMILY APARTMENT BUILDING MAXIMUM RESIDENTIAL DENSITY - SEVEN (7) UNRS/ACRE LOT SIZE - 398,271 SF - 19.14 AC. PROPOSED RESIDENTIAL DENSITY = 7 UNITS/AC. O 9 AC. - 63 UNITS PARKING REQUIREMENTS PROPOSED USE: MMLD-FAMILY APARTMENT BUI DING WITH 63 DWELLING UNITS (DU) SPACES REWIRED - (2/DU 0 63 DU) + (1/4OI O 63 UNITS) - 142 PARX114G SPACES REWIRED SPACES PROPOSED - 142 PARKING SPACES PROVIDED ACCESSIBLE SPACES REQUIRED - [101-150 SPACES] - 5 ACCESSIBLE SPACES REQUIRED (4 STD. Q 1 VAR) ACCESSIBLE SPACES PROVIDE - 5 ACCESSIBLE SPACES PROVIDED (4 STD. d I VAN) -4 = O p FT d^ :0 12 t; Q t7 3 II M 16' COPONWOOD B%ELDER �t8 TIONWOOD J ' ul. t1995 _ _ 14; MAPLE .�J/3�1 ]]8 �� 218 1 6 PIN 20 PINL x - - y 5, R �" 18' MAPLE WPLE I— 4' 6"b0'xEL ��, � Y 12 PINE' � (p� 1 PE � • 7 la• g0%ELDER • 1fi' PINE ^2 F' PIN •<</ / 10' SIDE YA• -�1 d p.r"O Rr�e 0' PINE i� B' PN! ., i \g/L x • •�Y� 1: c Y ;g�.,i3' cEDAR I 1 I ID' PI NE 12" CEDAR I ** I PROPOSED - _ I `r• I 16- PINE 1� Orp��72' CEDAR _-�•FRONT Y 1A 12' CORM N ,..14 PINC CF"ERRT IN SEIBICK �„' CEDAR �E O ' �•� l 1 BO%EIDER P6' 0 • - -- _ I �"� \�, I PVC SEWS R / PROPOSE • • ; I i% Y:; V I SRNCE I . 14,' %ELDER BOUNDARY IRIS LE ` FOR COMMERCIAL MAd y ® N 1 E BOxE DER N PROPERTY I•L`l.`I'1 /- � Ib YAV _ _ _ 3 T _ _ SS _ SS11S p - I SE19MM 'I MAPL F ... i • /� ® / _. -J... I .. ( 2 BO%ELDER ITAB P,LE I sTER , ' CONCRIETE •';BO%ELDER • ® 1NFA POND 1 ,�'PROPOSED 5' I �� 36 1'\ p', SDDWALK S Q •' • ,%. .,. • ,� -i '-- - I • 0' COTTONWOOD ® b••i•. • • �,��}tAL • • �.�J- _� '�.3,1 - ,z^ conolvegon_ ic 10 •� • �• ® \ \ l-' MAPLE -` Y _ ',.. 11U91/RECtCLAIG PROPOSED e^ ` 03. WATER P i SfOR111WlTF{�''e p. \ .. SEILVICE PROPOSED FIRE \ fNL1031AE / I WDRANT ..._ — �.. SYSIFT/ COl1ECIlON "� \ PFDF9" 1N W2PROPOSED 5' I // Mw arm GRAVEL PATH TO muuuNrrY G,RDETI �P i PITOPosm 1r.PmREiBtF ,0� 1�, I � � ACCESS PAnr-m -.. a coMMDMm/c+s101D LE y" '2l• PINE _ _ f / �1�' 12/ASPE MAPLE APLi DECID. TR E " - �'•'++'—` , I �� rn I L;/1 1 ��/i// COMMUNITY I CNDEN/ I [ i xl 10' SIDE YARD' - SETBACK '- PINE ' . 1NE' 4f'riJ'e' / NAPIF m Wilson Consulting Engineers, PLC 111 1 �W�el o.1 Reichelt, Kurt & Laura 163 Peorl St. Essex Junction, Vr 05452 APPLICANT: Pizzagalli Properties, LLC 346 Shelburne Rd., Suite 601 Burlington, Vr 05401 PROJECT: Proposed Site Improvements 1690 Shelburne Rd. South Burlington, Vr 05403 SHEET TITLE: Preliminary Proposed Conditions Site Plan Sot PRQIECT'. SS _.... LOCATION MNgBOR 1lA LOCATION MAP 1' = t2,000' -A-w— / 1 , B4 - i 9 10 _/� I: Ill''• �..�� `._., .__ MAPL FEB 1 ?n g6 MAP I b I SHEET NUMBER: C2.0 wi City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX (802) 658-4748 PLANNING (802)658-7955 November 24, 1998 Karen L. Kotecki Bell Atlantic - Vermont P.O. Box 449 Burlington, Vermont 05401 Re: Telecommunications Equipment Building, 1690 Shelburne Road Dear M.s. Kotecki: ZONING (802)658-7958 Enclosed please find a copy of the Findings of Fact and Decision on the above referenced project approved by the Director of Planning & Zoning on November 19, 1998. Please note the conditions of approval including the requirement that a zoningpermit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. cerely, jjJoeeith, Director g and Zoning JW/mcp I Encl Bell Atlantic - Vermont Karen L. Kotecki P.O. Box 449 Manager $urlington, VT 05402 Right of Way 802 863-0716 Pager741-1139 Fax 802 863-0859 November 6, 1998 Mr. Richard Ward Zoning Administrative Officer City of South Burlington 575 Dorset St. So. Burlington, VT 05403 Dear Mr. Ward As we discussed. Please see attached addendum to Landscaping bond agreed to by New England Telephone and Telegraph Company and the City of South Burlington, Vermont, dated January 20, 1998. The addendum extends the completion date of the Landscaping Agreement, Paragraph 5, item 2, from December 1, 1998 to December 1, 2001. If you have any questions, please do not hesitate to call me at 802-863-0716. Thank you. Sincerely, Karen Kotecki Manager Right of Way Bell Atlantic - Vermont CC: H. Norton N. Rice ADDENDUM Landscaping Bond and Agreement Addendum to Landscaping Bond and Agreement by and between New England Telephone and Telegraph Company and the City of South Burlington, Vermont, dated January 20, 1998. Completion date referenced in Paragraph 5, Item 2 of said Landscaping Agreement is hereby extended from December 1, 1998 to December 1, 2001. Addendum dated at South Burlington, Vermont this 6"' day of November, 1998. NEW ENGLAND TELEPHONE AND TELE PH COP�i�j by. AA - 2 - 6k4 Duly Authorized Agent CITY CIZ"S OF'F'IC16 �,. . )eived.'.�d��.,�92&ate. , Rp=ded in Vol..4UJ—� on page- � Of So, 1W104,9ftUW Rew- LM10. Attest, BOND FOR LANDSCAPE WORK'. EXHIBIT A Margaret A Picard, City Clerk KNOW ALL MEN BY THESE PRESENTS, that New England Telephone and Telegraph Company, a corporation duly established under the laws of the State of New York, hereinafter "NET", is holden and stands firmly bound unto the City of South Burlington, Vermont, a municipal corporation within the State of Vermont, hereinafter "City", in the sum of one thousand five hundred dollars ($1,500.00) to the payment of which to the said City, or its successors or assigns, said NET hereby binds itself and its successors in accordance with the Landscape Agreement of even date and any similar agreements as hereinafter provided. WHEREAS, Kurt V. Reichelt is the owner of the land located at 1690 Shelburne Road, South Burlington, Vermont and has authorized NET to construct, lay and maintain a building housing telecommunications equipment and buried cable, underground conduits, manholes and handholes, with the wires and cables to be placed therein, pedestals, posts, markers and other fixtures at the Shelburne Road property; and WHEREAS, by the Findings of Fact and Decision dated June 24, 1997, hereinafter "Decision," the South Burlington Planning Commission has authorized NET d/b/a Bell Atlantic to perform the above work and to provide landscaping based on building cost as outlined in Item 6 of said Decision, the said landscaping is to be maintained by NET for a period of not less than three (3) years from the date of initial planting. NOW THEREFORE, if said NET shall indemnify and save the said City, harmless from all loss, cost, damage or expense arising from or growing out of the work to be undertaken by it under this said landscape agreement and shall fulfill all such agreements with said City, and its duties under same, then this obligation shall be void, otherwise it shall remain in full force and virtue. This obligation shall remain in effect unless canceled by the obligee upon thirty (30) days written notice, but terminating no later than the latest expiration date of any then existing landscape agreement. IN WITNESS WHEREOF, NET has caused these presents to be signed by Annette L. Anson, SR/WA its duly authorized agent, this 20th day of January, 1998. Original Bond Received for NEW ENGLAND TELEPHONE filing on , 1998 AND TELEGRAPH COMPANY Town Clerk By: �, LANDSCAPING AGREEMENT THIS AGREEMENT, in duplicate, by and between NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY, HEREAFTER REFERRED TO AS "NET", and the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality." WITNES SETH: WHEREAS, NET has received approval from the Municipality for the development of a Telecommunications Equipment Hut as depicted on a plan entitled "NEW ENGLAND TELEPHONE TELECOMMUNICATIONS SITE PROPERTY OF KURT V. REICHELT SOUTH BURLINGTON, VERMONT." prepared by Dunroven Associates, dated March 1997, recorded in Volume 406 Pages 746-748 of the City of South Burlington Land Records; and WHEREAS, NET is required by said approvals, at its own expense, to complete all landscaping of the development site in accordance with the requirements of the Planning Commission; and WHEREAS, the parties to this Agreement wish to secure the obligations of NET as set forth in the Municipality's approval with a bond provided by NET. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. NET will, at its own expense, complete all of the landscaping set forth on the Site Plan and approved by the Municipality's Planning Commission. 2. NET shall complete the landscaping set forth in Paragraph 1 no later than December 1, 1998. 3. NET shall repair or replace any defective work or improper material and specifically replace any diseased or dying plants or other defective aspects of the landscaping which may appear within three (3) years after completion. 4. For the guaranty of NET' S performance of all requirements hereinabove set forth, and prior to the issuance of any zoning permit for construction of the Telecommunications Equipment Hut, NET and The Municipality agree that the bond attached as Exhibit A shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. If the Municipality shall file with NET a statement that NET is in the judgment of Municipality in thirty (30) day default under the terms of this Agreement, NET shall from time to time pay monies pursuant to said bond to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. The Municipality, in its statement, shall provide NET with reasonable cost estimates of the work to be done. 6. The Municipality shall not file with NET a statement of default until thirty (30) days after notice has been sent by it to NET by certified mail, return receipt requested, setting forth its intention to do so. 7. All monies released by NET to the Municipality pursuant to Paragraph 5 shall be used by the Municipality solely for the purpose of performing obligations imposed upon NET by that portion of this Agreement upon which NET is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such manner as in the judgment of the Municipality shall accomplish the work most expeditiously and economically. The Municipality shall provide NET with receipts after the work has been completed. 8. If monies are released by NET to the Municipality pursuant to Paragraph 5 and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to NET. 9. NET will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement. Said statement shall contain a certificate of compliance with the notice requirements of Paragraph 6 of this Agreement. 10. NET unconditionally, absolutely and irrevocably guarantees the payment of any fees and expenses including reasonable attorneys' fees incurred by the Municipality in successfully enforcing or seeking enforcement of the liability of NET under this Agreement. 11. This Agreement shall terminate and be of no force and effect upon performance of all requirements contemplated hereby, and upon the completion of the warranty period set forth in Paragraph 3. If the Municipality has not delivered any written notice to NET of any faulty or defective work by the end of the thirty-sixth (36th) month after completion of said improvements, or if notice has been given and the defective work or materials or plantings have been corrected or replaced by NET, this Agreement shall terminate. 12. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executors, administrators, successors and assigns. Dated at South Burlington, Vermont, this 20th day of January, 1998. IN THE PRESENCE OF: NEW ENGLAND TELEPHONE AND TELEG C ANY By: my Authorized Agent Dated at tea. au,CGl�6 %D�i� , Vermont, this gLyday of & 1998. IN THE PRESENCE OF: U%� - , C�n�t4 A' -WL-t q�'Om CITY OF SOUTH BURLINGTON By: l �'— Duly Authorized kgent 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 #) 2) APPLICANT (Name, mailing address, phone and fax #) cw.E 3) CONTACT PERSON (Name, mailing address, phone and fax #) 4) PROJECT STREET ADDRESS: 5) TAX MAP NUMBER (can be obtained at Assessor's Office)qI" ol._ZS 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) b) Proposed Uses (include description and size of each new/use and existing uses to remain) Cp %r�il,�7aruS �y�piyl�.�j' �,�UT /ZX �Z x q " /F��2 c) Total building square footage (proposed buildings and existing buildings to remain) �2 fro --5 — 7 d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) ;/ I e) Number of residential units (if applicable, new units and existing units to remain) f) Number of employees (existing and proposed):-1 g) Other (list a above): other information pertinent to this application not specifically requested 7) LOT COVERAGE a) Building: Existing ri % Proposed % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed % c) Front yard (along each street) Existing % Proposed r % 8) COST ESTIMATES a) Building: $ b) Landscaping: $ c) Other site improvements (please list with cost): 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out): Z- b) A.M. Peak hour (in and out)- // "/Z c) P.M. Peak hour (In and out): 2- 10) PEAK HOURS OF OPERATION: '45 11) PEAK DAYS OF OPERATION: A- 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 SIGNATURE OF CO -APPLICANT - Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Planning Commission 0 City Planner I have reviewed this site plan application and find it to be: Complete LlIncomplete City Planner or Designee (Apfrmsp) Date BOND FOR LANDSCAPE WORK EXHIBIT A Crry CLERK8 OFFICE a -corded in Vol. .,,U,L.... on page. 4_ fSo: Barzingioai Lad R�.+�d,, LM to Margaret A Picard, City Clerk KNOW ALL MEN BY THESE PRESENTS, that New England Telephone and Telegraph Company, a corporation duly established under the laws of the State of New York, hereinafter "NET", is holden and stands firmly bound unto the City of South Burlington, Vermont, a municipal corporation within the State of Vermont, hereinafter "City", in the sum of one thousand five hundred dollars ($1,500.00) to the payment of which to the said City, or its successors or assigns, said NET hereby binds itself and its successors in accordance with the Landscape Agreement of even date and any similar agreements as hereinafter provided. WHEREAS, Kurt V. Reichelt is the owner of the land located at 1690 Shelburne Road, South Burlington, Vermont and has authorized NET to construct, lay and maintain a building housing telecommunications equipment and buried cable, underground conduits, manholes and handholes, with the wires and cables to be placed therein, pedestals, posts, markers and other fixtures at the Shelburne Road property; and WHEREAS, by the Findings of Fact and Decision dated June 24, 1997, hereinafter "Decision," the South Burlington Planning Commission has authorized NET d/b/a Bell Atlantic to perform the above work and to provide landscaping based on building cost as outlined in Item 6 of said Decision, the said landscaping is to be maintained by NET for a period of not less than three (3) years from the date of initial planting. NOW THEREFORE, if said NET shall indemnify and save the said City, harmless from all loss, cost, damage or expense arising from or growing out of the work to be undertaken by it under this said landscape agreement and shall fulfill all such agreements with said City, and its duties under same, then this obligation shall be void, otherwise it shall remain in full force and virtue. This obligation shall remain in effect unless canceled by the obligee upon thirty (30) days written notice, but terminating no later than the latest expiration date of any then existing landscape agreement. IN WITNESS WHEREOF, NET has caused these presents to be signed by Annette L. Anson, SR/WA its duly authorized agent, this 20th day of January, 1998. Original Bond Received for NEW ENGLAND TELEPHONE filing on , 1998 ANDITELEGRAPH COMPANY Town Clerk By: L LANDSCAPING AGREEMENT THIS AGREEMENT, in duplicate, by and between NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY, HEREAFTER REFERRED TO AS "NET", and the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality." WITNESSETH: WHEREAS, NET has received approval from the Municipality for the development of a Telecommunications Equipment Hut as depicted on a plan entitled "NEW ENGLAND TELEPHONE TELECOMMUNICATIONS SITE PROPERTY OF KURT V. REICHELT SOUTH BURLINGTON, VERMONT." prepared by Dunroven Associates, dated March 1997, recorded in Volume 406 Pages 746-748 of the City of South Burlington Land Records; and WHEREAS, NET is required by said approvals, at its own expense, to complete all landscaping of the development site in accordance with the requirements of the Planning Commission; and WHEREAS, the parties to this Agreement wish to secure the obligations of NET as set forth in the Municipality's approval with a bond provided by NET. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. NET will, at its own expense, complete all of the landscaping set forth on the Site Plan and approved by the Municipality's Planning Commission. 2. NET shall complete the landscaping set forth in Paragraph 1 no later than December 1, 1998. 3. NET shall repair or replace any defective work or improper material and specifically replace any diseased or dying plants or other defective aspects of the landscaping which may appear within three (3) years after completion. 4. For the guaranty of NET' S performance of all requirements hereinabove set forth, and prior to the issuance of any zoning permit for construction of the Telecommunications Equipment Hut, NET and The Municipality agree that the bond attached as Exhibit A shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. If the Municipality shall file with NET a statement that NET is in the judgment of Municipality in thirty (30) day default under the terms of this Agreement, NET shall from time to time pay monies pursuant to said bond to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. The Municipality, in its statement, shall provide NET with reasonable cost estimates of the work to be done. 6. The Municipality shall not file with NET a statement of default until thirty (30) days after notice has been sent by it to NET by certified mail, return receipt requested, setting forth its intention to do so. 7. All monies released by NET to the Municipality pursuant to Paragraph 5 shall be used by the Municipality solely for the purpose of performing obligations imposed upon NET by that portion of this Agreement upon which NET is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such manner as in the judgment of the Municipality shall accomplish the work most expeditiously and economically. The Municipality shall provide NET with receipts after the work has been completed. 8. If monies are released by NET to the Municipality pursuant to Paragraph 5 and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to NET. 9. NET will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement. Said statement shall contain a certificate of compliance with the notice requirements of Paragraph 6 of this Agreement. 10. NET unconditionally, absolutely and irrevocably guarantees the payment of any fees and expenses including reasonable attorneys' fees incurred by the Municipality in successfully enforcing or seeking enforcement of the liability of NET under this Agreement. 11. This Agreement shall terminate and be of no force and effect upon performance of all requirements contemplated hereby, and upon the completion of the warranty period set forth in Paragraph 3. If the Municipality has not delivered any written notice to NET of any faulty or defective work by the end of the thirty-sixth (36th) month after completion of said improvements, or if notice has been given and the defective work or materials or plantings have been corrected or replaced by NET, this Agreement shall terminate. 12. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executors, administrators, successors and assigns. Dated at South Burlington, Vermont, this 20th day of January, 1998. IN THE PRESENCE OF: NEW ENGLAND TELEPHONE AND TELEGR.014 C ANY By: my Authorized Agent Dated at �a bd&1d6 %0A , Vermont, this ., Yday of 1998. IN THE PRESENCE OF: 1�44..9 CITY OF SOUTH BURLINGTON By: �---- Duly Authorized Jk9ent January 20, 1998 Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Landscaping Bond, 1690 Shelburne Road Dear Mr. Belair: Enclosed are two originals of the Landscape Bond which the City of South Burlington approved of at the end of 1997. We hope to start work this spring to be finished by the final date of December, 1998. Please sign both bonds, if they are acceptable, and return one to Bell Atlantic. Please let us know if we need a Building Permit or Zoning/Planning Permit. Thank -you. Sincerely, :7 4 A e schelbach 4tight of Way Assistant PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 November 13, 1997 Annette Anson P.O. Box 449 Burlington, Vermont 05402 Re: Landscaping Bond, 1690 Shelburne Road Dear Ms. Anson: ZONING ADMINISTRATOR 658-7958 I have been asked to explain why the bond presented to the City on November 5, 1997 for landscaping at 1690 Shelburne Road was not acceptable. It was not acceptable because it was not on our standard forms nor was it like the non-standard format we approved for your Williston Road project. If you have any questions, please give me a call. inc ely, R� dnd J. Belair, Zoning and Planning Assistant RJB/mcp City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 August 21, 1997 Annette Anson R.O.W. Manager NYNEX P.O. Box 449 Burlington, Vermont 05402 ZONING ADMINISTRATOR 658-7958 Re: Telecommunications Equipment Building, 1690 Shelburne Road Dear Ms. Anson: Enclosed is a copy of the June 24, 1997 Planning Commission meeting minutes. 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. Si cerel1y, I Joi k Weith, Ci y Planner JW/mcp 1 Encl PLANNING COMMISSION 24 June 1997 page 2 Mr. O'Rourke moved the. Planning,Com_m_ission__aoorove�the _site�olan application�of_Leisure �World Pools, Inc, to: 1)�construct _a�20' x_80' open_ display_area �for swimminq­pools,_and_2)_place _a_100 a2. ft._gazebo_on�dishlay_outside_of the_P 000sed disPlay_area�_ as depicted _on�a_plan �entitled �"Location: 1245�Airport �Parkwav," prepared_by_Chittenden�Management_and�Permit _Service, and dated 10/31 89, last revised 6 10 97, with the followin _stipulations: 1. All�previous�approvals and _stiPulations which �are _not _super seded�by_this�approval�shalll remain in effect. 2. For _the _Pure_ose�of�calculatino_road_impact _fees _under the South Burlington �Impact Fee Ordinance, the PlannincgCom�mission estimates that the display area will generate�zero _ad_d_itional vehicle-trintends tduring _the P.M._peak _hour. � 3. Any new _exterior �lighting _or changes_ to existing exterior lighting tshall _consist of downcasting_shielded_fixtures.__Any change_to existing lights_shall�require_aptroval_of the_Ciity Planner prior to�installation._ 4. The outside storage and 8'_x 32' trailer �shall �be removed within 30_dayss oftthis siteplan ap roval.� 5. The applicant shall _obtain �a zoning permit within six months pursuant _to_Section 27.302 of the zoning regulations or this a provai is null and void. 6. The applicant shall obtain a Certificate of Occupancy./Com- pliance from the Administrative Officer tprior_totthe �use �of the new display� area. __ 7. Any change �to_the _site �plan shall require approval_by the South Burlington Planning Commission 8. The Pool disslay area shall �comply �with �all —zoninnregulations pertaining_ to Pools (_e.g __protective fencing around pool). Mr. _Dinklage_seconded. The motion was then _passed �unanimaaaly. 4. Site plan application of New England Telephone & Telegraph Company to construct a 216 sq. ft. telecommunications equipment building, 1690 Shelburne Road: Mr. Norton said the building would be located next to the Harbor Sunset Motel. They have an easement which allows them to place the building there. The structure will be a 14' x 17' concrete building which will house the equipment that serves the area. The need for the buuilding is being triggered by the Shelburne PLANNING COMMISSION 24 JUNE 1997 page 3 Road reconstruction project. Power service will all be under- ground. There are no plans for antennae on the building at this time. Mr. Norton noted that the property would be difficult to develop for other purposes. Mr. Dinklage reminded the applicant that if an antenna is to be put on the building, it would require another site plan review. Mr. Burgess asked if there will be employees at the site. Mr. Norton said there would be occasional visits but no on -site per- sonnel. Mr. Weith advised that the Fire Department has approved the 10 ft. drive. Mr. Norton said their target is to get the building done before the winter freeze. No other issues were raised. Mr. O'Rourke_ moved the Planning Commission a rove the site plan application of New England Telephone & Tele ra h Compaay_to con- struct a 216 -sq. ft. -telecommunications equipment__building, _1690 Shelburne _Road, as_depicted-on a plan entitled "New_ England Tel- ephone -Telecommunications Site Property of Kurt V. Reichelt " prepared by Dunroven�Associ_a_t_e_s_,_ and _dated �3/97_, _with_t_h_e_-fol- lowing stipulations: 1. All previous �aoorovals and stipulations which_ are not super- seded by�this �approval-shall remain �in`effect. 2. For the purpose -of calculating road impact -fees under the South Bu_rlin ton Im act Fee Ordinance,_the_Plannin Commission estimates that the telecommunications buildinewill aenerate zero additional vehicle trip ends during the P.M.eak hour._ 3. Any new exterior lighting._shall consist of downcastin shielded-fixture_sso as not t_v o=castV�glare�beYond�ths_ rho ep rty lines. Annewyliohts-shall require the approal of the �City Planner prior _to�installation.- 4. The applicant shall obtain a zoning permit within twelve months rursuant�to Section 27.302_ of the z_o_n_i_nq regulations or this p'roval is null and void._ 5. The applicant shallobtaina Certificate of Oc� cuoancy/Compli_- ance from the Administrative Officer_priorto the use of -the b ui l dd i now ._ PLANNING COMMISSION 24 June 1997 page 4 6. Anychangge_to_the_site. Plan_shall_reouire approval by the South Burlin ton Planninq Commission. Ms. Barone seconded. The motion _was �then_passed�unanimously 5. Sketch Plan Application of Mark Waters to amend a previously approved planned residential development consisting of 120 multi- family units and 37 single family units. The amendment consists of installing a break away chain across a private driveway con- necting Cluster A (Bay Court Condos) with Cluster B (Harbor Heights Condos), Harbor View & Bay Crest Road: Mr. Waters noted that the Bay Court people had put in speed bumps to slow traffic, and this has resulted in a majority of traffic now going through Harbor Heights at higher speeds than allowed. The residents of Harbor Heights would like a yellow chain secured to posts, similar to that at Pillsbury Manor. There would also be a barrel with reflective tape located in the middle of the chain. The Fire Department has given verbal approval. Mr. Weith noted that there are now 89 units, and there may be just a few more single family homes built. Mr. Waters said the homeowners association would maintain and plow the area of the chain which would be completely on Harbor Heights property. Mr. O'Rourke said he didn't want to be in the position of ar- bitrating a neighborhood dispute. He felt if the residents want to slow traffic, they should put in speed bumps. Mr. Waters said residents are afraid someone will get hurt. In the area where there are now speed bumps, people are still speeding between the bumps. Mr. Burgess said he was opposed to chains and didn't want to encourage this type of thing. A majority of members agreed. Mr. Teeson suggested putting in 2 stop signs as a start. Other members agreed that residents should try other measures before resorting to a chain. 6. Review changes made by the City Council to proposed amendments to the South Burlington Zoning Regulations. The proposed amendments consist of adding two new land use categories (i.e., bus teerminals and transportation services) and granting broader approval authority to Planning/Zoning staff for minor site plan approvals. Mr. Weith said the following language will be added to the bus City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 July 14, 1997 Annette Anson R.O.W. Manager NYNEX P.O. Box 449 Burlington, Vermont 05402 ZONING ADMINISTRATOR 658-7958 Re: Telecommunications Equipment Building, 1690 Shelburne Road Dear Ms. Anson: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Planning Commission on June 24, 1997 (effective July 8, 1997). 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 JW/mcp 1 Encl give me a call. in erely, J Weith, r :Vty Planner ors• / "�= /!o . 6/24/97 MOTION OF APPROVAL NEW ENGLAND TELEPHONE I move the South Burlington Planning Commission approve the site plan application of New England Telephone & Telegraph Company to construct a 216 square foot telecommunications equipment building, 1690 Shelburne Road, as depicted on a plan entitled, "New England Telephone Telecommunication Site, Property of Kurt V. Reichelt," prepared by Dunroven Associates, and dated 3/97, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the telecommunications building will generate zero (0) additional vehicle trip ends during the P.M. peak hour. 3. Any new exterior lighting shall consist of downcasting shielded fixtures so as not to cast glare beyond the property lines. Any new lights shall require the approval of the City Planner prior to installation. 4. The applicant shall obtain a zoning permit within siz-4.f6j- v months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 5. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the building. 6. Any change to the site plan shall require approval by the South Burlington Planning Commission. il//ice /�vgl j� sPEO�yEGT 67, s!S' Memorandum - Planning June 24, 1997 agenda items June 20, 1997 Page 2 Trailer/Outside storage: The 11/28/89 site plan approval contained a condition that there be no outside storage or trailers used for storage. The site currently has outside storage and an 8'x 32' trailer used for storage. The applicant has submitted a letter (see enclosed) stating that all outside storage including the trailer will be removed within 30 days of site plan approval. 4) NEW ENGLAND TELEPHONE & TELEGRAPH COMPANY - TELECOMMUNICATIONS EQUIPMENT BUILDING - SITE PLAN This project consists of the construction of a 216 square foot telecommunications equipment building. A conditional use permit must be obtained from the ZBA for this building. This property located at 1690 Shelburne Road lies within the C2 District. It is bounded on the south by a motel and hotel, on the east by an office building and a natural area owned by the City, on the north by an auto sales facility and an auto service facility, and on the west by Shelburne Road. Access/circulation: Access is proposed to be via a 10 foot curb cut on Shelburne Road. The Fire Department has indicated that the access should be 20 feet wide. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 0.05% (maximum allowed is 30%). Overall coverage is 0.5% (maximum allowed is 70%). Front yard coverage is 7.7% (maximum allowed is 30%. Setback requirements are met. Parking: There are no parking standards for this type of facility in the zoning regulations. A parking area for one or two vehicles is provided and since there will be no employees in this building, it is staff's position that adequate parking facilities are being provided. Landscaping: The minimum landscaping requirement based on building costs, is $1500 which is being met. Plantings include an Arborvitae hedge. 2 Memorandum - Planning June 24, 1997 agenda items June 20, 1997 Page 3 Traffic: There will be no employees working in this building except for occasional service calls. Therefore, it is staff's position that for the purposes of the South Burlington Impact Fee Ordinance no additional P.M. peak hour trip ends will be generated. Sewer: No sewer allocation needed. Lighting: No exterior lighting proposed. 5) MARK WATERS - ACCESS MODIFICATION - SKETCH PLAN This project consists of amending a previously approved planned residential development consisting of 120 multi -family units and 37 single family units. The amendment consists of installing a break away chain across a private driveway connecting Cluster A (Bay Court Condos) with Cluster B (Harbor Heights Condos). These two (2) multi -family projects are located on Harbor View Road and Bay Crest Road and lie within the R2 District. They are bounded on the north by a City park/natural area, on the east by undeveloped land and Bay Crest Road, on the south by Harbor View Road, and on the west by a hotel. Access/circulation: Access to Cluster A is provided by a curb cut on Bay Crest Road. Access to Cluster B is provided by a curb cut on Harbor View Road. The proposal is to place a break away chain across the private driveway which connects these two (2) Clusters. This proposal could create a snow removal problem especially on the Cluster A side of the chain since they are not a party to this application. Cluster A should become a co -applicant for revised final plat. 6) REVIEW CHANGES TO PROPOSED ZONING AMENDMENTS - BUS TERMINALS AND SITE PLAN REVIEW The City Council has proposed minor changes to the proposed amendment to establish two new land uses - bus terminal and transportation services - and to the proposed amendment to grant broader site plan approval authority to staff. State statute requires the Planning Commission to review the changes and provide comments to the Council prior to the public hearing. The Council has scheduled a public hearing for July 7. N/F KURT V. REICHELT BOOK 167 PAGE 383 D 11 /0 7 /80 CONSERVATION AND PROPOSED OPEN SPACE DISTRICT S'X8' CONCRETE BOUNDARY PAD FOR SAI I - 4' DUCT I ('FBOW 5-1 . O N/F JOHN LARKIN INC.; RET, INC AND RHH, INC. % I\� 6/ BOOK 372 PAGE 420 12/30/94 pL'''I` � l 0P i / / S 19101,00 . ' W IRS I , 3 POINT GROUND SYSTEM PEAS1ONE FOUNDATION %IRSr-45.00 -- OM OF BOTTr, �sHPoJB 1 � z ` 1 1 4 - 4' DUCTS WOODS AND BRUSK, +' A j (DUCTS 15-8) roHARBORFUTURE 12' O.I.C. * TOP OF m -_ vim' SUNSET CLASS 51 WATER MAIN BANK D 4. DU �PRDObSEDe? MOTEL I 7 (0U6.TS �9-14 _801hNNOUS ORI :�IiRLIh SS21) T11ujo occ10eetolls PRO D RETAINING WALLS 48 CGMP WITHIN A l�-5' NW SHEARED 2' OC.) (VE -LOK OR EQUAL) 60' RCP INV 137.3' PRO L ,L---CEDAF ROUP)R LI -TOP OF -� U' EA.SEbttNT---- yiCw, HEDGE _ `FUTURE SLOPE g � AREA ES* BRIC SIGN iP I - I emr- G — - - .-� - PROPOSED NYHIINJIE fU RE S' DE -1DEWl E --- f--- n 59/1115 BIT CONC. DRIVE W --- SIGN FUTURE CURB i 1 �UTuk AROR4M.ET - - —� - - -- EDGE OF EXIST. PAVEMENT BENCHMARK INVERT OF CONSTRUCTION OF WATER LINE AND 18' CGMP ELEV. a 152, 51' CONDUIT TO BE COORDINATED BETWEEN NYNEX AND CHAMPLAIN WATER DISTRICT I - 396 398 397 U.S. ROUTE 7 SHELBURNE ROAD RECEIVED T -- ------ Q 136/110--- T -- JUN 2 0 1997 City of So. Burlington GRAPHIC SCALE ri o 10 20 40 e0 1 a rraT' I I inch - 20 ft SOUTH BURLINGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD --- __._-- A.D. 19 at --____— O'clock ^_ minutes ___ m and recorded in Volume _______ Page -_ Attest: _-_-_ — ______ City Clerk LAKE C n7 SHELBURNE TH BURLINGTON LOCATION MAP SCALE 1' = 4000't . EASEMENT BOUNDAR' - - - - - - - - TOP/BOTTOM OF BANK -- — — CENTERLINE OF DRAINAGE DITCH - — — - EDGE OF RIGHT-OF-WAY EDGE OF WOODS AND BRUSH OVERHEAD TELEPHONE AND ELECTRIC - --- W - EXISTING WATER LINE -- - - G - --- EXISTING GAS LINE • IRS IRON ROD SET D CMF CONCRETE MONUMENT FOUND A:)- 59/11IS COMBINATION POLE _ -c w POWER POLE Q 13e/11O TELEPHONE POLE 1so EXISTING CONTOUR ISO - PROPOSED CONTOUR APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SOUTH BURLINGTON, VT ON THE DAY OF ------ 1997, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS ----- DAY OF -__._ ----- 1997, BY ------ ___________ CHAIRMAN OR CLERK l OF�kF.�y �C OF ve", 4 THIS SURVEY WAS BASED ON EVIDENCE tiP NORMAN'�y y�o4 C FOUND IN THE FIELD AND INFORMATION rn RICE * No 3234 s ABSTRACTED FROM PERTINENT DEEDS * pf NO. 4Ca i2* e o Z _SUR�FA ssi� NEW ENGLAND TELEPHONE TELECOMMUNICATIONS SITE PROPERTY OF KURT V. REICHELT SOUTH BURLINGTON. VERMONT DUNROVEN ASSOCIATES EAST MONTPELIER , VERMONT PROJECT / SCALE DATE 97-10 1'-20' MAR 1997 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 June 20, 1997 Annette Anson R.O.W. Manager NYNEX P.O. Box 449 Burlington, Vermont 05402 ZONING ADMINISTRATOR 658-7958 Re: Telecommunications Equipment Building, 1690 Shelburne Road Dear Ms. Anson: Enclosed is the agenda for next Tuesday's Planning Commission meeting and comments from City Engineer Bill Szymanski, the Fire Department and myself. Please be sure someone is present on Tuesday, June 24, 1997 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. S' c rely Joe Weith, Cit Planner JW/mcp Encls M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: June 24, 1997 Agenda Items Date: June 20, 1997 NEW ENGLAND TELEPHONE - SHELBURNE ROAD 1. The relocation of the water main is expected to get underway this fall. The bond issue to finance the project was approved at the last election. Because there is extensive underground work in this project it should wait until the water main is completed. 2. The large manhole shown is where the water main is planned. 3. The proposed water main should be shown on the plans. These plans are available here at City Hall or at the Champlain Water District. LEISURE WORLD POOLS- AIRPORT PARKWAY Site plan received June 10, 1997 is acceptable. BARTLETT PROPERTY - HARBOR VIEW ROAD The connecting road barrier shall be in an area that is well visible at night. M E M O R A N D U M To: Joe Weith, South Burlington City Planner From: South Burlington Fire Department Re: Plans Reviewed for June 24, 1997 Date: June 17, 1997 1. LEISURE WORLD, INC. 1245 Airport Parkway Acceptable Dated 6/6/97 2. NEW ENGLAND TELEPHONE Dated 6/11/97 1690 Shelburne Road Access road to building should be 20 feet wide. �Fw ��J�c��UJ %KF%y��' _) 5(fo CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone * ) 'awr 2 ) A P P L ICANT ( name , address , phone # ) ��Cir/��9,ril✓t�st-ova ,y,✓d 3) CONTACT PERSON (name, address, phone 11?Uo1 0-5'�Z 60ar LA3 -d71,1- 4) PROJECT STREET ADDRESS: /%v9U J,�,��3�/,e,�,c 5) LOT NUMBER (if applicable) 6) PROPOSED USE(S) t 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) 8) NUMBER OF EMPLOYEES 9) LOT COVERAGE: building iJ, i7`i96; landscaped areas�9L building, parking, outside storaged or" % 10) COST ESTIMATES: Buildings $ Landscaping $ /S00 Other Site Improvements (please list with cost) $ 11 ) ESTIMATED PROJECT COMPLETION DATE: "—ZIk-- /, � 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 9 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 : ,46r, �/E�G1EQ 14 ) PEAK DAYS OF OPERATION: DATE OF SUBMISSION DATE OF HEARING APPLICANT 's 0j"r lt:L ' in on vl S. au (wed; �► ENGLAND TELEPHONE AND TELEGRAPH COMPANY jL C EASEMENT KNOW ALL MEN BY THESE PRESENT THAT Kurt V. Reichelt, of Pine Haven Shores, Shelburne, County of Chittenden. and State of Vermont, hereinafter called the Grantor. for One Dollar and other valuable considerations to me paid by NEW ENGLAND TELEPHONE AND C TELEGRAPH COMPANY. a corporation duly organized under the laws of the State of New York, whose principal address is 125 High Street, Boston, Massachusetts, hereinafter called the Grantee, receipt of Which is hereby acknowledged. hereby grant(s), bargain(s), sell(s), and convey(s) unto the said Grantee, its successors and assigns. with warranty covenants, the perpetual right and easement as hereinafter specified. to lay, construct. reconstruct, operate, maintain, replace, and remove lines for the transmission of intelligence by electricity and light. including the necessary wires. conduits. pipes. cables, supportive pads. a precast concrete telecommunications equipment enclosure (HUT) and prepared surface mounted equipment cabinet(s). and appurtenances on, across. and under the following described premises in the City of South Burlington. County of Chittenden. and State of Vermont, of which I am the sole owner bounded and described as follows. to wit: Beginning at the concrete monument 'set in the southwesterly corner of the Grantor; said concrete monument also being in the easterly right of way of U.S. Route 7 and also being the northwesterly corner of land or formerly owned by John Larkin, Inc., RET. Inc., and RHH. Inc.; then proceeding from said concrete monument N191-01'-00"E along said easterly right of way of U.S. Route 7 for a distance of forty five and zero hundredths feet (45.00') to an iron rod; then proceeding from said iron rod S710-14'-20"E for a distance of seventy five and zero hundredths feet (75.00') to an iron rod; then proceeding from said iron rod S191-01'-00" W. for a distance of forty five and zero hundredths feet (45.0.0') to an iron rod; then proceeding from said iron rod N710-14'20"W distance of seventy five and zero hundredths feet (75.00') to the concrete monument at the point of beginning. Reference is hereby made to a map entitled "New England Telephone Telecommunications Site. Property of Kurt V. Reichelt. South Burlington. Vermont." prepared by Dunroven Associates, dated March 1997, to be recorded. For Grantors title see deed dated November 7. 1980 and recorded at Book 167, page 383 of the City of South Burlington Land Records. The above granted rights being more particularly described as the exclusive right within a parcel or lot of land forty five by seventy five (45 x 75) feet. to construct, reconstruct, operate, maintain, repair, replace and remove, a precast concrete telecommunications equipment enclosure (HUT) and prepared surfaced mounted equipment cabinet(s). including the necessary cable(s), equipment. facilities and appurtenances as the Grantee -P,l w 3 yy may desire from time ? time upon and under said described parcel with the right to cam. down and keep trimmed a. trees. bushes. underbrush. and growth, including the foliage thereon, as the Grantee may deem necessary in the exercise of all the above rights and with the right to permit the attachments of and/or to lay or carry in conduits the wires and cables of any other company, with permission to enter upon said parcel and upon said premises for access thereto for all the above purposes. The grantee shall have the right to connect such cables and wires within said precast concrete telecommunications equipment enclosure (HUT) and prepared surface mounted equipment cabinet(s), with the poles, cables and wires which are located or which may be placed in public ways or streets within, adjacent or contiguous to the aforesaid premises. The following seven (7) conditions are also part of this easement: (1) Any usable timber from the cleared Easement area will be placed in piles at the perimeter of the Easement area. and all associated brush will be disposed of by Grantee. (2) Grantor of Record will have access to the remainder of his property over any road or drive, should one be constructed within the Easement area. (3) NYNEX. or its successors or assigns will not grant any additional easement across the herein granted easement without the express written consent of the Owner of Record. furthermore. Owner of Record will not grant any additional easements on the easement of NYNEX without express written consent of NYNEX. its successors or assigns. (4) NYNEX will landscape said easement area and provide screening of its facilities in a manner acceptable to the Grantor and in keeping with the specific conditions of the City of South Burlington. upon approval of the Site Plan. (5) NYNEX. its successors and assigns will pay any property or other taxes assessed against the property which are directly attributed to the easement area, and its use. (6) NYNEX will allow Kurt V. Reichelt, the Grantor and Owner of Record at this time, to bid on the applicable landscaping and maintenance of the Easement area, as outlined on Site Plan to be approved by the City of South Burlington. (7) Kurt V. Reichelt. the Grantor and Owner of Record must approve of the exterior siding of the NYNEX Telecommunications Building, as defined and to be approved by the City of South Burlington. The Grantor for myself, my heirs. executors, administrators and assigns, hereby covenant that I shall not erect or permit any building or any other structure upon said parcel which in the judgment or the Grantee. its successors and assigns might interfere with the proper maintenance of said facilities or their service in connection therewith. To have and to hold the above granted rights and privileges in, upon and over said premises to the said Grantee. its successors and assigns for their own use and behoof forever. /��3�t� Ane I do hereby fo myself. my heirs. executo-s, administrators and assigns. coven .t with the said Grantee A its successors and assigns that I am free from all encumbrances, except. that I have good right to sell and convey the rights aforesaid and that I, my heirs, executors. administrators and assigns will warrant and defend the same to said Grantee, it successors and assigns forever against the lawful claims and demands of all persons. Witness my hand and common seal this / %k day of Kurt V. Reichelt Witness State of Vermont // �7 County of Chittenden 4�G Then personally appeared the above named Kurt V. Reichelt and acknowledged this instrument to be his free act and deed. My Commission Expires: Befor - - -� Ak 1✓ N/F KURT V. REICHELT BOOK 187 PAGE _1w PROPOSED _ 11/07/80 318' 0011CIETE PAD FOR U 1 - 4' DUCT 1BOTTOM OF `►�J',i / 1 , 4� BANK WOODS AND BRUSH.- OT' i 1 NORM WMM CEDAR, 48" CGMP WITHIN A �1 80" RCP INV. - 137 3' I ) , SIGN I W_ _r 1 FUTURE DROP INLET 398 307 U.S ROUTE ? T -- -- --- -- ---0-1 xr,o--^-- T GRAPHIC SCALE 2u o -_ �C b b b I IHrm) 1 nwh - 20 R. N/F JOHN LARKIN INC.; RET, INC. AND RHH, INC BOOK 372 PAGE 420 12/30/94 — 3 POUT OROIMD SYSTEM "'D"-- sD/i"s -11 - BIT. CONC DRIVE FUTURE CURB BENCHMAft, INVERT OF 18" CGMP ELEV - V52,51' SHELBURNE ROAD THIS SURVEY WAS BASED ON EVIDENCE h NORMAN FOUND IN THE FIELD AND INFORMATION ABSTRACTED FROM PERTINENT DEEDS. * \f 0� E� A. S Ts SURGE LAKE C f7 IH BURLINGTON SHELBURNE ` �\ LOCATION MAP SCALE 1" - 4000't LEGEND: - -- - - -- EASEMENT BOUNDARY - - - - - - - - TOP/IBOTTOM OF BANM, — — — CENTERLINE OF DRAINAGE DITCH - — — - EDGE OF RIGHT-OF-WAY EDGE OF WOODS AND BRUSH - T!E -- OVERHEAD TELEPHONE AND ELECTRIC --- W - EXISTING WATER LINE - — G -- - EXISTING GAS LINE • IRS IRON ROO SET o CMF CONCRETE MONUMENT FOUND -a w/ms COMBINATION POLE -a ss POWER. POLE ¢ 136/110 TELEPHONE POLE 150 - - - EXISTING CONTOUR 15o - PROPOSED CONTOUR RECEIVED qua > > >"i City of So. Burlington NEW ENGLAND TELEPHONE TELECOMMUNICATIONS SITE PROPERTY OF KURT V. REICHELT SOUTH BURLINGTON, VERMONT DUNROVEN ASSOCIATES EAST MONTPELIER , VERMONT PROJECT / SCALE DATE 97-10 1'-20' MAR 1997 I N/F KURT V. REICHELT 1, BOOK 167 PAGE 383 11 /07/80 CONSERVATION AND PROM= OPEN SPACE DISTRICT 6'Ie DONCIww 1, BOUNDARY PAD rGR 04 t-4'DUCT 1 gel Q"r( 19*01,00* Of BOTTOM ofas�o' \ BANK ' Mp �1 'i (12) Thup Occident --- _. 48" CGMP WITHIN A -0 WA KD 2' O. .) • 60" RCP INv � 137 3' � � 6___- EDliE OF EXIST. PAVEMENT r FUTURE DROP INLET 39e U.S. ROUTE 7 397 T-------- -0-tJe/1f0---- T --- RECHVED JUN 1 71997 City of So. Burlington GRAPHIC SCALE f0 A W b M b �- ,� ---- � ---- - ( UT rear ) I m b - 20 rL N/F JOHN LARKIN INC.; RET, INC. AND RHH, INC. BOOK 372 PAGE 420 12/30/94 3 POINT GROUND SYSTEU 041L RIvr. BENCHMARK INVERT OF 18' CGMP ELEV. . 15Q.51' 396 SHELBURNE ROAD SOUTH BURUNGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD A.D. 19 of ; O'clock _ - minutes -._ m and recorded in Volume P"e Attest: City Clsrk THIS SURVEY WAS BASED ON EVIDENCE FOUND IN THE F1LCD AND INFORMATION ABSTRACTED FROM PERTINENT DEEDS. F of �f ,r NORMAN C. RICE * PN0. 4O C,'yOp's e4,{St' LAKE C SHELBURNE. LOCATION MAP SCALE 1' - 4000't - ----- EASEMENT BOUNDARY 1 t IH BURLINGTON - - - - - - -- - - TOP/BOTTOM OF BAN*. -- CENTERLNE OF DRAINAGE DITCH - — - EDGE: OF RIGHT-OF-WAY EDGE OF WOODS AND BRUSH TEE OVERHEAD TELEPHONE AND ELECTRIC - W EXISTING WATER LINE - G EXISTING GAS LINE • IRS IRON ROD SE T o CMF CONCRETE MONUMENT FOUND -a So/ins COMBINATION POLE -¢ as POWER POLE -<} 134A$O TELEPHONE POLE too ----- EXISTING CONTOUR - -- 1E0 ------ PROPOSED CONTOUR APPROVED BY RESOLUTION OF THE PLANNING COM►HSSION OF T)1E CITY OF SOUTH SURUNGTON, VT ON THE DAY OF 1997• SUBJECT TO THE REOUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS —_- DAY OF --- 1997, BY -..,- _-�- CHAIRMAN OR CLERK NEW ENGLAND TELEPHONE TELECOMMUNICATIONS SITE Of SE t. vf�r PROPERTY OF KURT V. REICHELT * u34�• , SOUTH BURLINGTON, VERMONT fcs �`Ojr`� DUNROVEN ASSOCIATES EAST MONTPELIER , VERMONT PROJECT f SCALE DATE 97-10 1"-20' MAR 1997