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HomeMy WebLinkAboutBATCH - Supplemental - 0146 Market StreetTHIRTY THREE AR MV / r� STREET. co / THE CONTRACTOR OR TO ANY EXCAVATION FE' A7 LEGEND s o / sF DIAL 1$88-0IGSAFE PRIOR TO ANY EXCAVATION. — PROJECT BDUNDARY 0 \ — — ABUTTING PROPERTY LINE HUDSON N,T �.✓ ,j j�/^, �j� J/ EXISTING TREEDNE, TREE l 77.E — \~— EXISTING EASEMENT s / - EXISTING OVERHEAD UTILITY. POLE, ANCHOR E ISTING MARY SMUT PAVED TURN AROUND FIT \ EXISTING WETLANDS — — �----------311---- EX STING CONTOUR l 8g.1\ EXISTING EDGE OF �/ �!\ / PROPOSED BUILDING PAVEMENT \ •'" ^w ,� \ \ 20 I _ I / PROPOSED ASPHALT PROPOSED ASPHALT SIDEWALK 1 SUILDN FOOTPRINT qF \ \ 1 $ FUTURE PI F TO MEET �-�_� \ PROPOSED CONCRETE SIDEWALK BUILOTb REpUIRFMF s ALONG MARY STREET II PROPOSED RETAINING WALL WITH RAILING \�\� '� v 1 I I i� 1, / • 4 1 PROPOSED LIGHT POLE, BOLLARD. FIXTURE \\ STOP SIGN R1-1130'%BO') r \ \ v ! /22 I. 6 'AR RICK MARCOTTE CENTRAL SCHOOL 60' I 1/ 1 ♦ / f T-' SOUTH NIP NGTON TANINO WALL WITH RAILING SOUTHBURUSCHOOL DISTRICT REWAlI' \ \ MILERI/`MOUNTIGENERATOR PAVED PARKING LOT ON STABILIZED, LINE I( BVWIDERIGHT OFWAVFOR / \ `•-! FUTURE EXTENSION OF MARY STREET 112,589 SF) — y DIKE RACK / _ \ r (J INVLH'I LU U) c b�, O LANDS�AFPOISLAND /12)1V LANES / WITH NRD9 36' s n ` CANOPY OVER 0'AREA 4 e /' (SFF. BUILDING SANS-- / 'LOTH - v\ 28,793 SF ' CONTAINERS 3 \ \ \ cAaAchvENr PROPOSLD BUILDING / CONTAINER ST \ ', TO GARAGE ENTFANCF. '\ 1 / ` \ ( �,. EPAVIOGIDEWALK(TOBER�PLACED l GARAGE EN(! GE B1MABY MARKET 'TREEI ftECONSTRUCT11pN) O "\ m � TILITY E),ISTfNG UEASEME GRFf'N— NNUNTAIN POWET07. (VCi PAGE 509) CENTURVPARTNERS,LP 2V �� iU BE EXTINGUISHED ACROSS JOT A EXISTING U-11 4 MARKET STREET VAULTS/CABINETS ❑ SIGN �Ge, yo r � H1.1 �,� 1 / ♦ -� ..- '� �\ "`.�. ..ao i � \-� / i �Ss i O \ '✓eyb POPGI RE 4NlNQ w \, F 1 l NCRETE SIOEWPI 'r' E%ISTING GO ■ `t �✓ �� � \ �' NEW CONC•RETE SIDEWALK \ \ \ O I �. •" / �- T*H�T°N .� g (MARKET $SKEET RECONSTRUCTION) \ \ NEW GRANITE CURB (MARKET STREET RECONSTRUCTTION) ti3 •+^, \ TYPICAL NEW -A ILU ^^ _ — MARKET STREET E IN7NQ�R TYPICALNE�WOIISTREETPARKING ` CROSSWALK E - \ lE; �IMARKET9 ET RECONSTRUCTION) ti �pEEi NG GU0.B ® \ OORSE E%15 1 1 ..' i.. NGCU I \ \ \ SIGN ) LOT B 2, R1.1 EXISTING CONCRETE SIDEWALK -----/ OORSET.SQUARE PION TRUST. LLC NEW SANRARY SEWER STRUCTURE �` /A �� ASSOCIATES NK (MARKET STREET RECONSTRUCTION) L -� NEW ORAEN - (M4RKET MSTREETT RECONSTRUCTION) RUCTION) I / I EXISTING DRAINAGE STRUCTURE \ \ X APPLICANT THE SNYDER L GRAPHIC SCALE 0 10 20 40 BO (In Ieatl 1 Incn = 2011. SHEETINDEX 1 SITE PLAN 2 GRADING 8 UTILITY PLAN 3 LANDSCAPING PLAN 4 EPSC PLAN s LIGHTING PLAN 6 SITE B STORMWATER DETAILS ] STORM, WATER It SEWER DETAILS 8 EPSC DETAILS 9 WATER DETAILS PLA SUBDIVISION PAT ®IT14 INTERSTATE N \% DEVELOPMENT COMPANY, LLC IOI6 SHELBURNE ROAD, SUnE B �TM�% SHELBURNE. VT 05182 \ 'ST(1P'SIGN ` LANDOWNER m \ SOUTH BURUNGTON CRY CENTER. LLC SOUTHBUNGTON.V105I07 MARCOTTE CMMAI. SCHOOL LOCATION MAP NOT TO SCALE PROJECT DATA: ZONING DISTRICT: FORM BASED CODE TRANSECT ZONE T4 8 T-5 MARV STREET •SECONDARY PLANNED STREET STREET TYPOLOGY • NEIGHBORHOOD /SUPPORT STREET LOT DATA: PROPOSED LOT A - 28.793 SF 1066 ACRE) FUTURE MARY STREET ROW - 12,589 SF (0.29 ACRE) BUILDING STANDARDS: REQUIRED: 85% MINIMUM FRONTAGE BUILDOUT 75%MIN. IN PRIMARY BUILD TO ZONE (V-6T 25%MAX IN SECONDARY BUILD TO ZONE (V-24') PROPOSED: FRONTAGE BUILD OUT • B9.9% (167.1' BUILT 1185.9' FRONTAGE) BUILD OUT IN PRIMARY BUILD TO ZONE • 75A% (125.5- PRIMARY BUILD TOZONE / 167.1-TOTAL) PROPOSE BUILDING BASEMENT - PARKNG GARAGE GROUND FLOOR- NON-RESIDENTIAL TENANTS/USES FLOORS 2, 3, 8 4 - RESIDENTIAL UNITS (TOTAL OF N UNITS PROPOSED) PARKING STANDARDS (T51 FORM BASED CODE REQUIREMENTS: MAXIMUM 2 SPACES PER RESIDENTIAL UNIT 2 SPACES MINIMUM PER 1000 SF NONAESIDENTWL NO PARKING RE00 FOR GROUND FLOOR NON-RESIDENTIAL TENANTS / USES • 5,000 BE REQUIRED/ALLOWABLE PARKING 39 RESIDENTIAL UNITS PROPOSED MAXIMUM OF 76 PARKING SPACES ALLOWED GROUND FLOOR TENANTS / USES • 5,000 SF NO PARKING REQUIRED PROPOSEDRAWING 28 GARAGE SPACES S SURFACE SPACES 35 TOTAL PARKING SPACES OPEN SPACE REQUIREMENTS I 1 NON-RESIDENTIAL • 5% OF NON RESIDENTIAL GROSS FLOOR AREA REQUIRED 100% MUST BE PART OF THE PUBLIC REALM PROPOSED OPEN SPACE TO BE LOCATED ON NORTH SIDE (SITTING AREA 8 ENVIRONS) RESIDENTIAL . REQUIRED 60 SF PER UNIT FOR RESIDENTIAL, 20 OR MORE UNITS NO PUBLIC REALM REQUIREMENTS PROPOSED OPEN SPACE TO BE LOCATED ON NORTH SIDE (SITTING AREA 8 ENVIRONS) SM ETSCAPE STANDARD REQUIREMENTSIT-51 BENCHES 1 MINIMUMPERSVFRONTAGE BIKE RACIOPARKING 20 MINIMUM PER 107 FRONTAGE STREET TREE SPACING N' MAXIMUM AVERAGE TO BE PROVIDED WITH MARKET STREET RECONSTRUCTION PROJECT )B-2B-17 REV. LOT A ZONING DATA, DEL SMKNG STRUCT, 2 HR PARK NOTE MR )0-1&17 REVISE MARY STREE T, BUILDING FOOMRNT, PARKING LAYOUT MR )6.Ot 17 REV OPEN SPACE CALCULATION, REV WAl1LWAVIENTRIES MR N-2]-17 REV OPEN SPACE CALCULAT . REV WALKWAYIENTRIES MR N 7-17 MARY STREET EXTENSION MR 6V ROW FOR MARV STREET ADJUST SITE LAYOUT MR Me Rrnislon By "lb... plans shall only be used for the purpose shown below: (] Sketch/concept Q Act 250 Rev,cw Q Preliminary Q Conswctlon Final Local Rev10W Q Record Drawing Project No. CITY CENTER - LOT A Su y 146 MARKET STREET KMR DC9 ign CITY OF SOUTH BURLINGTON ABRIOTHERS Dmwn ABR SITE PLAN Checked aG Date 01-06-17 Scale Lamoureux & Dickinson 1"=2V Consulting Engineers, Inc. Sheet number 14 Morse Drive, Essex, VT 05452 802-878-"50 www.LDengineedng.com J CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION If TO LOCATE EXISTING WATER MAN AND CONFIRM PIPE SIZE)DIAMETER. CONNECT NEW 8' CL52 DI TO EXIST. MAIN AND INSTALL NEW 9' GATE VALVE SEWER STORM LEGEND THE CONTRACTOR SHALL NOTIFY •DIGSAFE• AT MWECT BOUREARY sF DLYL 1.888 DIGSAFE PRIOR TO ANY EXCAVATION. EXISTING ; 31 TO BEING O (MARY sr) NEW 312 - - - '6 / NEW RN • 313.1d TO BE REMOVED RN • 31223 pROPO3ED PROPERTY lNE CO / NEWRIM- RM-312.11 6'UDIN•308.0 / ~ EXISTING EDGE OF PAVEMENT 6-N•30SAR tr PVC IN-30),r2 (E) ITPVCIN-308.82 - - ABUTTING PROPERTY WE / 6•IN .91(NEW FROM BUILDING) 12 PVL IN: fm M) 1r PVC OUT-_A2 EXISTING CATCHBASN AND 6.OUT•305A1 EXISTING TREELNE. TREE PRF TO BE REMOVED NEW CBIO EXISTING SMH2 EXISTING C82(MARY ST) RN-312A0 RN-31223 TO BE REMOVED 1TPVCN-M6.]0 N- - - - EXISTING EASEMENT rFM IN•306.)0 R-311.90 1 T PVC OUT 306.70------OH------ EXISTING OVERHEAD UTILITY POLE, ANCHOR EXISTING MARY STREET PAVED TURN / // T\/ \'�.. / 6•IN-305.70 IT PVC OUT• 307.98 AROUND. EXISTING PAVEMENT TO BE CB1 ry \ 6. OUT- 30628 NEW CB11 - - - - - -UE- - - - - - - - EXISTING UNDERGROUND ELECTRIC RM`ONVNED OR RECONSTRUCTED AS ` 2, ry ...�. , CIEi/ / EXISTING S. RN 3NG C (MARKET ST) NO STATION) - - - - - -UT- - - $ - EXISTING UNDERGROUND TELEPHONE STARTS ` RETAINING WALL - - -G - - - - EXISTING GAS MAN �"_ J�\'l-� RN•Jt 1.10 12C311,46 8.83 (TO BE REMOVED) (2)6'UDATION)25 ]ty~ ���'�/ \ RJI \A ,... WITH RAILING 6"N-3032 NEW IT PVC IN.306S0 r FM WT(ME DETAIL SHEET 6) CUT&CARBOTHEROSOF / a / WIN-302.7 lr RCPOUT-MA6 EXISTING ITSTORM r �� J g N\ n 3+p J11 _ W OUT • 302.6 THE EXIST. IT CMP OPENING SHALL NEW CB12 - - - - - -W- - - - 44 - EXISTING WATER MAIN, HYDRANT. GATE VALVE / Spa CB11 \" 6'SDRIS PVC ROOF \\ / BE FORMEDWILLED WITH CONCRETE RN-311.90 \ 2 \\\ / 6"UDN-30].95 - --5--- $- EXISTING SANrtARY SEWER. MANHOLE NV • 311.5 +,A l CONCR Ji \`..ti \ / EXISTING CBd (MARKET Sr) 15" OUT.30i.90 _ - - _FM- - - - - - - EXISTING FORCE MAIN TYPE19TfINE I 3 -\,,, \ 6•SDR35 PVC ROOM `\ /I 3i3 SWALE (T�P.) 1 - - '� NEW CB13 - - - - $ - � - EXISTING STORM SEWER, MANHOLE, CATCH MIN EXISTING CBSMO RIM • 3t 1.W \ \\ UD GO. \ I l/ \ \ 311 ` 3t3 /I I (TO BE REMOVED) 6" UD N • 3UT.90 E PROPOSED UNDERGROUND ELECTRIC --307.70 -0 i \ DRY 31 3,Y I 5+3 / �` 1Z PVC IN - .12 (SCHOOL) 1SIIXR 30].65 MHt 111 T ^ \ (BOTH SOES)' \`', SWAL 1VR I 1Z CRAP WT•3W2 T PROPOSED UNDERGROUND TELEPHONE � ` 1 1 i E 311 I ( NEW CB11 W �- PROPOSED WATER LINE. WTI: VALVE \ 6.Su I ` RIM • 312.00 S _ PROPOSED SANITARY SERVICE NEW C912•30].90 RN.3OUT 5 PROPOSED STORMSEWER,CATCATCH BASIN r BE OUT-308.10 NEWSTMIH 15 -a PROPOSED UNDERORAIN, CLEANOUT NEWCB] RM-312A0 3m.d0 ITIN-WTSO(FROMOLOCSI) 1/ 6'PVC IN-3073(NEW) IYIN-307.50 EXISTING WETLANDS 5'LONGPflESSED u / tr PVC IN-30],2(EXIST) 15"OUT-30)AS---312---- EXISTING CONTOUR CUR ~' tr NEW STMH 16 PVC our.3oT2 NEW)w) % J3 2 p I 312 PROPOSED CONTOUR Q 4/ NEW CBS/ RN-312.50 1RTNIN.1303.95 2'1" PROPOSED SPOT GRADE ry+ iT PVC IN • 308.95 15' OUT • 305.90 . TS PROPOSED SPOT GRADE (FUTURE MARKET 11 L ]g, RICK MARCOTTE CENTRAL SCHOOL 1r PVC Our-995.95 NEW STMH v 5+2 '�rY` STREET RECON9TRUCTON PROJECT) / EXISTING PAVED PARKING LOT RIM -311.55 I 6 15'IN•b5.)0 PROPOSED BUILDING PROPOSED GAS METER 21•IN/OUT--as $�9MH2 lls S-CLEANOUT SE NEW STRUCTUE oN I]v / PROPoseD ASPHurPAVEAENr ION' `}m. 39 NEW IT SDR35PVC EXISTING 2d•PIPE SEATING WALL v� \ \\ / i ® PROPOSED ASPHALT SIDEWALK 11 1 �- // �. / - ! ��• CON 5� J - TO BE INSTALLED WITH MARKET ST PRO RUNOFF ROMSCHGo PARKING6- NEW NG (2)IN1-30],9p POSED CONCRETESI�EWALK CB] , LOT TO NEW CB T&CBB WOUT 307. (FROM CB1l) tom\ PROPOSED RETAINING WALL I I 1 I/ y I 6 RO ` Jiv- \Jill 1 5'OUT.30iA2 PROPOSED STOREOUTFALL 6'SEWER I 1 _ / BS'. INV•3o].95i 1 l - I _l3lz % 0 / \ / \ �. ... JY. / I * # ! PROPOSED LIGHT POLE. BOl1ARD. FIXTURE C-MOVER WALKi U 1111 /I 1 A 313 16 WIDECONCRETE &PAVEMENTS€LO �9EE ' \ \ 1 \ SIDEWALK ! / ,SL'OG PLANS) / �\ \ \ 319 \ O d'WIDECONCRETE / / UTILITY RELOCATION NOTE: RA0.ER .1311 MOUNT GENERATOR \\ z'\�3 3 EXISTINGE EC RONTAGEOF ANDTELECOMMUNICA WNCONWR3ANDLABLE3LOCATEDALONG / 91DEWPL( / '- ON STA91L12FD TURF \V \ 3 LOT A ME TO BE RELOCATED TO _ 1HE TOROF SHALL COORDINATE WITH THE CITY p THE UTIITES ON METIMINGAND I 1 - CONSTRUCTION OF THE NEW ELECTRIC AND TELECOMMUNICATION CONDUITS AND CABLES. 11 // KI coo bldiATE NE,v nLm A 1 11 // �1 I I E I SERVICES WITH UTILufrvCOMPANY PROPOSED BUILDING \ \i U,D. C.O.INv= .0 F>,\ -B-``=Ry NEW 6"CL52 DI WATER SERVICE FFE=313,95 \\ \ s'aDR35 PVC RO, )FC N `SWALE &2 4 TING STORM P �1\ OURET N'V • 311 15 / 311 31 _ �W� ` \ NOTES: ts'PF CBt3 > NEW 6'Xfi'iAIWING GARAGE=3D3.45 TO EE REMOVED F I 1 \ ur - SLEEVE AND VALVE I 1 \ \I11 �� RFTAu,I \ I MARKET STREET _ ( V' E PAVED SIDEWALK (TO BE REPLACE, \ 2{SCMNO PVC FMT(Y II. i•'NG yy�R \.� NEW 1T CONNECTIONS TO THE BUILDING - SYMARKETSfEETHEMNSTRUdTION) CrjMNE.CfIQfi'ROO AIN _ I \ d THE CONTRACTOR SHALL COORDINATE THE HOPIIONTAL LOCATION OF THE WATER. SEWER,FOOTINGDRAIN,ANDROOFCTUR SERVICE WRH THE DEVELOPER AND ARCHITECTURAL PlPN3. 1 y 'I SEE UTILITY )1 �, ( �• 6•BDR35 PERP PVC 2. BTHE FO Y OTHERS. SEE DAMN COLLECTION FOR AND PUMP DRAIN TSCHARGO 9E DESIGNED y 1 ` I J19 rj \ \ EXISTING UTILITYVAULT / A NOTE TI'IS SI:EET I I I2 1\ \ \\ �O I }\ r.gpp/,N BY OTHERS. SEE PLANS BY OTHERS FOR FOUNDATION DRAW DISCHARGE PING ��c3M tsrOHM ,. 'ill / S V I \ SPECIFICATIONS AND LOCATION. PIMP E%ISTINO MTC CABINET 10 BE I' "J-� J _ r _ ytj�J� \I \ /.. 3. GRKKL TO AIN VICES FROM THE THE ARCHITECTURAL ITECTURA OFTHE SEWER.FOOTING COMPARED ME ROOF MOVEDBYCITYPERAGREEMENT /' �.� UE li �_ �� - ���i S `- \• 1 �COE ' \ E EVATIN OF MTECTION TELTURD SERVICES PLANS SHOALE WN ON THESE LATHE WITH ADJOINING PROPERTY / UT-' r + �_ \ `. _+� _= C� \\) (.. /RFT I \ \ ELEVATION OF THE COLLECTION ME E AND SERVICES SHOWN ON THESE PLANS. UT• `. _ \ \ OWNER II MARKET ST) `{ / +�I,. UE� �� 11 --�PORCM�; AiNiNG 1yA ja J ? BB J REPORT ANY DISCREPANCIES TO THE ENGINEER. COIIORETEWPt-T` 1�Y1 I�CB(MARNETI - \ S ARE PROPOSED THE MAXIMUM SLOPE ON ANY SIDEWALK 1\ E%.STING ,^o EXISTING CURB - I SHALL BE LESS TIWN 5X. L \ td. COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACH BUILDING WITH / \ / THE OWNER UNLESS STEP 112 ARI'iROTOMATE LOCATION 'I?- \ \ \ \ %\ 1 .. C.O. \rya` 5. CAST IRON DETECTABLE WARNING STRIPS SHALLSE INSTALLED ATALL SIDEWALK AND STMHt6 = OF EXIST. ELEC. CONDUTS \ NV-303. \ PAVED PATH RAMPS, AT CROSSWALKS, AND AT ADDITIONAL LOCATIONS NOTED ONTHE �I \ PLANS, AT PAVED PATHS, DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN APPROXIMATE LOCATION E% G HVORANTTO BE . ' - I 1\ \ \ J] :1 \ \ •JI CONCRETE. REMOVE E%bT.6lIBB EXIST. TELEX CONOURS - ..4 \+ \I �Gy ..A"• v A NCRETE U 8. WHERE EXTERIOR STEPS ARE SHOWN THE CONTRACTOR SHALL COORDINATE WI1H ME ATED �LI� 6y, APPROXOXIM LOCATION P. \ , \\ \ ,_ DEVELOPER ON THE SELECTION OF AN ADA COMPLIANT HANDRAIL. SURF-E WPICAL AST IRON bCTABLE\ I \ AT NEW DRI V pT,� q•q WATER - STRET RECONSTRUCTION \.' F} NNOC \I `\ \��' 3rJ / ry \ T. UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY, REFER TO DEPRESS CONCRETE C RB \\ \ -` __ URR �I \\' ❑ DESIGN DRAWINGS BY EACH RESPECTIVE UITITY FOR CONSTRUCTION. S. ASAFETY BARKER(FENCE OR TIGHTLY SPACED PUWTINGS)SHALL SE INSTALLED (� \ \ \ \g C310 ALONG THE TOP OF RETAINING STRUCTURES. THE TYPE AND LOCATION OF BARPoER �•+ G�� '``�� 17SDR35PVC 3t2 ^II \ SHALL BE DETERMINED BY THE DEVELOPER AT THE TIME OF CONSTRUCTKN _ \ \ F'TISTi // r1 / a \ \� 3 \ TYPICAL MARNET STREET ' 1 9. THESE PLANS PRESENT THE LOCATION AND TYPICAL HEIGHT OF RETAINING WALLS ON A'G \ \ \ 5 + \ RECONSTRUCTION SIDEWALK 1 1 THE SITE. THE DESIGN OF THE RETAINING WALLS IS TO BE PERFORMED SY OTHERS IN CORE \ \ FINISH GRADE CONSULTATION WITH TIME DEVELOPER. POALNEW ONSTREETPARKING /ry+Z'� 6Q' 13. ALL PIPE SLOPES MENFEET/FEET. �- _ / \ \ \ (MARKET$TREET RECONSTRUCTION) „ i \ - - - -- - �" N148.17 REVISE BUILDING ENTRIES^WALKWAYS ABR CRETE J.. \ EXISTING CONCRETE SIDEWALK CONSDEWALK EWALK C. \ \ \ (MARKET STREET RECONSTRUCTION) T% \ 0 18.11 REVISE MARY STREET, BUILDING FOOTPRINT, PARKNG LAYOUT A. REMOVE AND REPLACE EXISTING CONCRETE CURB FOR NEW PIPE \ \ \ EXETINRKING A TOBLUE NEWSMTRARYTREONSTRUCTIO 0601-1i ADD STONE SURE AT INLET TO MY SWALE( ABR MALL PARKING AREA I I CONNECTION TO CATCHeA51N (MARKET STREET RECONSTRUCTION) , (1 �_ \\\ 05pF17 HtWSE CB6/ELIM UU IN DRY SWALEt ABR NEW DRAINAGE STRUCTURE �\\\ \\ \7. , +y+ / \ 04-2T-1] HFVISE WALKWAYSIENTRIES ABR (MARKET STREET RECONSTRUCTION) 0} 17 MARY STREET EXTENSION WTH RELATED STORM WATER ABR EXISTING DRAINAGE STRUCTURE 0Yi6mt] W ROW FOR MARY STREET. ADJUST SITE LAVWT ABR DMa Rc5'ision By 'These plans shall only he used Tor the purpose shown below: SkacNConayl Q An 250 Review preliminary Q CDIMwcna, FinN Lncal Review Q Record Drawing Project No. CITY CENTER - LOT A 15143 - y KMR 146 MARKET STREET D.i g. CITY OF SOUTH BURLINGTON As OTHERS ABR \\ \ GRADING & Ch.ked \\ \\\\ SMH3 \ `\\3]] /� \ DJG Dat \ \ �` ' UTILITY PLAN e 01-06.17 \ / GRAPHIC SCALE \ \\\\ /j \y/ / J S.I. 19 20 49 69 \\�� i / Lamoureux & Dickinson r=20' Consulting Engineers, Inc. Sheanalnbcr 14 Morse Drive, Essex, VT 05452 '�,�n=eon. \ / www.LDengineerirg.com THE CONTRACTOR SHALL NOTIFY'DIGSAFE" AT SOIL SPECIFICATIONS FOR PLANTING AREAS Q� / / 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. PLANTING SCHEDULE co o / FINISH GRADE ,,. 8" TOPSOIL WITH A TEXTURE OF FINE SANDY LOAM, ORGANIC MATTER CONTENT I0-15% WEIGHT, STONES ' LA GE IN NYDI EN LARGER THAN T N ANY DIMENSNN, AND NOT MORE THAN is%GRAVEL By voLUME ADDITIONAL SPECIFICATIONS 3150 SF OPEN 1 DO NOT USE SOLS WITH ADMIXTURES OF UNDESIRABLE MATERIALS SUCH ROOTS BRUSH STICKS WOOD CHMATERI / OTHER AND OTHER UND MATERIALS THAT ORGANIC MATTER, CR MATEOF (5'O.CJ SPACE DETRIMENTAL TO WOULD BE DETRIMENTAL TO THE PROPER DEVELIJPMENTOF PLANT FL GROWTH. 44 2. TOASSURE THE GROWTH OF TREES. SHRUBS. AND OTHER RANTS, ME ` I AF 1Af / MIN. 35 OF COMPLYING '. - SOIL MUST NOT BE COMPACTED. ANY AREAS OF INADVERTENTLY COMPACTED SOIL WALL NEED TO BE DECOMPACTED USING A 28'SUBSOL WITH ATEXTURE OF FINE SUBSOLER, CHISEL PLOW, OR BY EXCAVATION AND REPIACEMENT 1 NS �2 / ryy -r / SOIL MATERIAL SANDY LOAM, ORGANIC MATTER CONTENT WITH UNCOMPACTED SOL DO NOT MINE EOUB'MENT ON 901E AFTER IT LESS MAN IO%BY DRY WEIGHT. PH OMPAC HAS BEEN PLACED OR DECTED. PLANTNGOFSPECIFIED a\ 6 T0��. \ / . ).0, NO STONES LARGER THAN 21N ANY IANOSLARNG MAY BE DONE USING LOW GROUND PRESSURE DIMENSION, AND NOT MORE THAN I5% EQUIPMENT, AT A TIME WHEN ME SOIL IS HOT EXCESSIVELY MOIST. GRAVEL BY VOLUME 3. SOILS WITHIN ME FULL SPECIFIED �y I/ ^\ 71IV I \\ DEPTH SHALL HAVE A BULK DENSITY HOT EXCEEDING 1 Sg'em', AND SHALL EXHIBIT THE FOLLOWING CONE ,VJ 1 PENETROMETER READINGS M ME FULL SPECIFIED DEPTH: tr4s- fiNs ISUBSOIL-LESS TOPSOL- LESS THAN 110 PSI (7.71,9—W THAN 280 PSI kg'.') (18.3 4. ANY COMPOST -AT ISUSEDTOACHIEVEMEOfRGANICMATTER REOUIfEMENTS OF THE TOPSOL SHALL HAVE A CARBON TO NITROGEN RATIO BELOW 25:1 SOL QUAUTY AND DEPTH SHALL BE ESTABLISHED TOWARD THE END OF CONSTRUCTK)N Al10. ONCE ESTABLISHED, SIULLBE PROTECTED FROM ROCK OR NONCOMPLYING 500. COMPACTION, EROSION, AND OTHER INFLUENCES DETFUEMAL TO ME GROWTH OF ME SPECIFIED VEGETATION. ow 1OB I/ m h A / 5A / / \—R / II I 6N 1 BN I / CB I EN SPACING VARIES -SEE NG SCHEDULEe cePTOR1 V /PERENNIAL (PLUG-TYP.)ns' / / tI 1Va, Nm Srs f�-p \ )� I RICK MARCOTTE CENTRAL SCHOOL SH�UOEo CO HARDWLCH II II 2To / \` \\ PAVED PARKING LOT I lI 1 AF t 013 \ 7 TO // ` \ 35a CP - MATERIAL 1 12 CL \ 40 CV I 40 GF MEETING SUL - I1 III TON / \ _. \3j) 40HR SPECIFICATIIX4S I ^/ (- .+ I/^-� .......__ \\It PERENNIAL PLANTING DETAIL O /12 24 s.I I BA/ / \\ _� \ I _ ` \ SAVEB PROTECT 1 EXISTING TREE 111 1ON 1zsF 1Af 1 c 2cA II11 p II of 11Ns E �- Ss ss\\/ ///\2CC3f( \ \ 11 II 1 11EAF as ss I56A / PROPOSED BUILDING \\ \ r1 1 — is so isso _ U5RG \\ BBG I7 AT 4SE 8 T--N EXISTING ITY VAULTSI� ETS /n`` 1 4 ` \ SELL des \ 1 0 n�i ^ I ems.' �.d P E 1 CC /11 a 1 (� uT a SL PORCH soss 15 MF —5 15 RF � \\ alp 15 SO �a> 312 \ \ = N:\ GRAPHIC SCALE zg D to m dB BD t lrnh•20R ONECENTRALLEADER-TREESWIM Co-00�ANTLEADERSSHALBEREJEC ORIGINAL SLOPE SHOULD PA THROUGH THE POINT WHERE PAW TRUNK BASE MEETS SUBSTRATE)SOL. PRIOR TO MULCHING. LIGHTLY TAMP SOILARCUNO THE ROOT BALL NB' LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN ME PLANING SET TREE SO THAT ROOT FLARE IS HOLE HAS BEEN BACKFILLED, POUR \\ \ WATER AROUND ME ROOT BA-1-TO\ \ \ O JUST VISIBLE ABOVE SURFACEWATER THE SOIL ROOT BALL MODIFIED AS REiOUIRED LOOSENED SOIL; BIG AND TURN L TOCORRECTGIRDU ROOTSOR THE SOIL TO REDUCE COMPACTION ® s- HIGH X B'WIDE HIX1f40.TOPPEU \\ •''7 / TREE TOO DEEP N ROOT BALL TO THE AREA AND DEPTH SHOWN SOL BERM ABOVE ROOT BALL \ FOR PIANTWGS ON SLOPES: ROUN0.TOPPED SOL SURFACE SHALL BE CONSTRUCTED \LT\ BERMP HIGH X W WIDE ABOVE ROOT SALL SURFACE SLOPE SIDES OF LOOSENED SOIL AROUND ME RT ROCIT AL1. BHA LL BE CENTERED ON THE DOW NHILLSDE OF THE (51 SHALL BEGIN AT ROOT BALL ROOT BALL FOR 240'. BERM SHALL BEGIN ATROOT 4'LAYER OF GROUND BARK PERIPHERY. v \ \ \ BALL PERIPHERY. ON LEVEL GROUND, CONSTRUCT OR WOOD CHIP MULCH. NO PRIOR TO MULCNING,LIGHTLY TAMP BERM AROUND ENTIRE ROOT BALL- MORE MAN 1' 6 MULCK U / \ sITOUro THEROOTDONNO ON TOP OF ROOT BALL' \ LIFTS TO BRACE SHRUB. 00 NOT OVER- 4' LAYER OF GROUND BARK OR WOOD HGO` \ MPACT WHEN THE PLANING CHIP MUICH. NO MORE THAN 1" OF FINISH GRADE \ OLE HAS BEEN BACKROOT , POUR \ \ MULCH ON TOP aF ROOT BALL. WATER AROUND THE ROOBALL TO \ / SLOPE SIDES OF LOOSENED BOLL \ / SETTLE THE SOIL. SMH3m (} ROOTBALLS-SHALL LOOSENED SOL,'DD / MEET ANSI M 1 TURN ME SOIL TO REDUCE \ /.. —EXISTING SOL CURRENT EDITION FOR COMPACTION TO ME AREA EXISTING SOL TRUNK CALIPER SIZE AFID DEPTH SHOWN — \ BOTTOM OF ROOT BALL BOTTOM OF ROOT BALL RESTS ON RESTS ON EXISTING OR 3x WIDESTDIMENBIM 3XTHEWIDESTDIMENSIONOFROOTSALL I EXISINGORRECOMPACTEDSOIL RECOMPACTED SOL OFROOTBALt- \ TREE PLANTING DETAIL SHRUB PLANTING DETAIL An, Bmanlcal Name Common Name Size Remmkv Medium M LW T AF A—fiV -C] Celebmhon Wple 2"m 212'Cnt BBB FIN Berula gr H g Rrvn Bin1 2"m2la- CaL B&B CO Cdk, den (". "Pride C.--kbeny 2"m212 — BBB NS A—fm S.-Gkn Srrnm Glcn Mapk 2I2"m3"CaL B&B PO Plamnu —1, Aarncvn By.. 212"m3"CUE B&S QB Q—h' 1 Swvvp Whim Ovk 212 13"CaL BBB QR Quemu. b N.—Red Oak 212 m3"CaL B&B I. Tres It— Ijacenr I srdewa —d mods shall M1ave a f fmt m .-1-6ing ht,—, m K.J H—the wvekd surface 2. Relnt veea wrrh codonwunNeadm. 3 Tmcs shag be singk aewsW. Small Trees AL Amelwr.t.rlaeviv--k W' Alkglmay Senkebmav z"m212"CaL BBB CA Cvmu•alremha Pvgodv Dogwood 112'm2"CvL BBB CC Cmraeg. ag lBT aAe: Tlwmkes Coekspur l{aw0om 2"m 212'Cal. BBB HV Hamame/ rgr WrmM1lms<I I In' A2"Cal. ILEA IV Juniq T 7 — Emmm RM C— 4 &Hersh, BBB TO Tbrp orcl .1t, Mgm Nmtbem White CMm 4 -6 Height B&B Shrubs AA Amnia o'Nifisha BHBianri•.nma' Rcd Cl Ixkny I8"m24-Wish, Conmimr AM Amnw melarmw2aa 't'itirrs BIxM CIXk b— I8" m 2d" Height Coaminn AP Avvrrduv /smvpinm'Rngvn' PnpkM1nmM1 Rrnkeye IR"m N"WigM Coammer CB Cnn'luv anrvncaaa Aamican Haxlnut IR"m2d"Wight Coambrer CL C`111-afn�lia'Ruhy $die Smmr,mwn IR"m24"Height Conmmn CS Cnmar.lrrfcea '('arrlinal' RMOsier Dogwood IS"m)4"IleigM1t Conmircr IV Ilej veHNlRar,'111nmr ReA" Wln21ber In—) IS"m24'Hcighr Co—k- IVm Ilvr wrriv,Aara Snmhvrn fanrhm nn' Wbrk,bevy (mole) IR" m 24" Hei pt Cmtaa LB Lindere hemnin Nwn spicebush I R" m 24" He & Cmmircr Perennla4 Gn.— PIu 2 Plant l2'on nmrn 3 CP C'arex Oak SM It. l21 Pknt 12 oa--(J) PA Panirum Sh F S F PI, (1) Pkat18"oncenmrJ SS Srh— SanAin Ovugrm' Little BI PW 2 Pknr18MI— J SN Sn M1a m lnMan SreeP Indian m PIu s— 2I P1.1 IS" on centre 3 SH S rolnlu.•Aeremler Pr' D-o Plu 2 PWr IR-oo rm) WlldJ/pwem AC I d v R IC IumMne PI„ ± 4 AN I—.1— A ni h h. Tlrrmdleaf Bloesry Pia 2 I B.—,Milk— Plug (21 4 BA B '.ia 1,11k —Bdio PWX(2) 4 CV (Fryv.,g -' a.. G Idsmr Plue tzl 4 EP £.M1ina. R A SAT P le ConeBower Plu 2 4 OF Geurn ✓. Barren Srmwbe PIu 2 9 GM mnrr l Wild G mo PIu rs 2 4 HR I'--N R h N Alummor PIu (2) 141 MF M rd - mre W IJ Be rnr PI. 21 4 OF [h A - rk• S-s PIu (2) 4 PD Fox love Beardr a No tzl 141 RF R dh rk I d G /d HWk ed S Ph, 2 4 SC Snfida q SM d PI. 2) d SF Smsh 'h Id. 'Si Im' .. 2) 4 SL SsmrM1n 'h I B! h- FA PIu 21 4 50 Sym/,hynrncqum whlan i Rmd F A nra i. Asrer Plug(2) Its) 1 P 1 le PI tM tkr aM sh b 11 B D d' turb and shmb morhaBa. 2 11 f Ily rM W hY 5 Aeep I Avape pl ( UFI 8n nh ('reek Nrrrse,es, —M.PA. 11 3. Di b g 1 pk ng 4.we,r•m h, 6eI.—t ses' ,Lrr..pa.',g, wrdomly assorrW. WHIZ 17 1 REVISE BUILDING ENTRESAvALKWAYS ABR 08-1&17 REVISE MARY STREET, NULLING FOOTPRINT, PARKING LAYOUT ABR OBU117 DEL CHOI(EBERRY TREE. REPLACE WITH HAWTHORN ABR 0530,17 REPL SYCAMORE W/ CELIAM MAPLE. CHANGE A.BLZ TO CELZAM ABR N-27-17 REVISED PER CITY REVIEW I GEN SCREENING I WAL(WAYS ABR Dace Revision By These plans shall only le used for the pnTpose shown below: 0 Skctch/Conecpt 0 Act 250 Review 0 pmitwinmy 0 cDnstracdoo Final LDeal Review 0 Record Drawing Project No. CITY CENTER - LOT A s-cy 146 MARKET STREET KMR resign ABR/OTHERS ABR/OTHERS CITY OF SOUTH BURLINGTON LANDSCAPING Do ABR Ch— ecked Checked PLAN DJaG Dle 01-06-17 Settle Lamoureux & Dickinson Consulting Engineers, Inc. 1"=20' SheeRnBnlber 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineering.com EXI$T1NG I Irr�ia� I 3F OWL CONSTRUCTION TRAFFIC BARRIER MARY STREET (NORTH TO WILLISTON ROAD) SHALL NOT BE USED FOR ACCESS DURING CONSTRUCTION, EXCEPT FOR EMERGENCY VEHICLES. A TEMPORARY CONSTRUCTION s...� BARRIER (CHAIN LINK FENCE OR CONCRETE BARRIER) SHALL BE INSTALLED AND REMAIN IN UNTIL CONSTRUCTION IS COMPLETE AND THE CITY ACCEPTS THE NEW STREET. THE TEMPORARY CONSTRUCTION BARRIER LOCATION WILL VARY WRING CONSTRUCTION, SUBJECT TO COORDINATION AND APPROVAL BY THE PUBLIC WORKS DEPARTMENT, THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. TEMPORARY STAGING / STORAGE AREA THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO SELECT AN AREA FOR ACCESSING THE WORK SITE AND FOR STAGING, PARKING, AND STORAGE DURING BUILDING CONSTRUCTION. THIS AREA SHALL HAVE A TEMPORARY STABILIZED SURFACE (CRUSHED GRAVEL) DURING SITEWORK AND BUILDING CONSTRUCTION. COORDINATE WITH THE OWNER ON THE ACCESS AND TIMING OF THE CONSTRUCTION OF MARY STREET, NEW DRIVE, AND PARKING AREA. / I l ,.... I /// RICK MARCOTTE CENTRAL SCHOOL II /i PAVED PARIWGLOT f / / f�I (f NEW RA$$ CHANNEL TO DIVERT PUN,yypFF FROM SCHOOL PARKING LOT IO NEW CATCHBASIN e T., I� 311 IT, \\ SWEEP E,XIBITNG PAVEMENT AS NEEDED \ CDRa II EXISTING II II I EROSION PREVENTION AND SEDIMENT CONTROL PERMIT REQUIREMENTS PRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALL OBTAIN CO-PERMITEE COVERAGE UNDER GENERAL PERMIT 3.9020 WHICH REGULATES STORMWATER RUNOFF FROM CONSTRUCTION SITES. THIS PROJECT QUALIFIES AS HAVING A LOW RISK FOR IMPACTS TO WATER QUALITY, BASED UPON THE FOLLOWING: A MAXIMUM OF 14 CONSECUTIVE DAYS BEFORE DISTURBED EARTH IS TEMPORARILY OR PERMANENTLY STABILIZED. A MAXIMUM OF 2 ACRES OF DISTURBANCE AT ANY TIME THESE CRITERIA FORM THE BASIS FOR THE LOW RISK DETERMINATION. ANY CHANGES TO THESE CRITERIA REQUIRE THAT THE RISK ANALYSIS BE RE-EVALUATED TO DETERMINE IF THE POTENTIAL RISK TO WATER QUALITY, AND THE RELATED PERMITTING REQUIREMENTS, HAVE CHANGED. THE CONTRACTOR SHALL REFER TO THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL MEASURES TO BE IMPLEMENTED ON THE SITE. AT A MINIMUM, THESE SHALL INCLUDE: - MARKING THE LIMITS OF DISTURBANCE TO PRESERVE EXISTING VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION • LIMITING THE DISTURBED AREA TO THAT WHICH IS ACTIVELY BEING WORKED - INSTALLATION OF STABILIZED CONSTRUCTION EXITS - INLET PROTECTION AT ALL EXISTING AND NEW CATCHBASINS • INSTALLATION OF SILT FENCE ALONG THE DOWNSLOPE PERIMETER OF THE DISTURBED AREA AND AROUND SOIL STOCKPILES • PLACEMENT OF EROSION MATTING IN CHANNELS, ON ALL SLOPES 3H:1V OR STEEPER, AND MULCHING ALL OTHER DISTURBED AREAS - SWEEPING PAVED AREAS TO REMOVE SEDIMENT APPLICATION OF WATER OR DUST SUPPRESSING AGENT(S) GRAPHIC SCALE 20 0 10 20 40 80 pn reet) 1 Inch=20 n. 312 t� 70 �3Ti i \I 312 n\ l � I I 1\l' \\\ 3MH3 EPSC LEGEND LIMITS OF DISTURBANCE SILT FENCE OR EROSION LOG B2" OIA) STABILIZED CONSTRUCTION EXIT EROSION MATTING NEW PAVEMENT OR WALK CB INLET PROTECTION TEMPORARY STABILIZED WORK/ STORAGE AREA Da-2&1] REVISEBUILDINGENTRIESANALKWAYS A6 OB-1&1] REM EMARY STREET, BUILDING FOOTPRINT, PARKING LAYOUT ADR Did. I Revision By These plans shall only be used for the purpose shown below: Q Skewh/Comept 0 Act 250 Review Q Preliminary Construedon Final Local Review Q Record Drawing Project No. CITY CENTER LOT A S-ey - 146 MARKET STREET KMR DE5 ASR/JOTHERS CITY OF SOUTH BURLINGTON Dmwn EROSION PREVENTION & Checked SEDIMENT CONTROL PLAN D8e 01-06-17 &nso Dickin Consulting Engineers, Inc. Scale 1^=20' Shwmmher LoLamoureux 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineadng.com E [3 0 A. 0104 .0. LIGHTING SPECIFICATIONS LEGEND DESCRIPTION LAMPTYPE DISTRIBUTION TYPE HAS ALENT10% 10aMTT,4axX - IV CUTOFF RABY ED26NIK 20 WATT, 4000K WALL MOUNT CUTOFF GRAPHIC SCALE 20 0 10 20 a0 so (I' %'U / on ,0.00 L---j o 413-oo 413.00 A -Do '0.00a .00�1`IWK-n-.01 D.01 D.G2 10.132 Is 4D.137 D.117 Do ,13.131 ,D. 3 �114 1).0 ,0.130 13.013 ADO ,13.00 ,13.01 ,0.131 ,13.132 D.De . 1 .17 40.14 40.138 ,13.134 ,o. o 0.09 D. o2 0.04 a. ,0. 13 .23 o. 4 .12 ,o. Do .13.01 ,0. DI ,O. D2 .0. ,D. 11 ;13.21 �0,99 .0.159 .0.83 D.79 3 04 -;D113Q j.QC 10- .13.131 O.D1 .0.132 .13. 03 .0. D7 D. 14 ,D .13 .1.2 0.6 V D( .0.11 .13.131 ,13.01 A. D3 ,O.DS 0. ,o. 1 .4 .99 1 a o al 'I'm ,D. 1 .13.02 ,o.n,O.,D. os �. oB a 4 D.25 o. 1 .1.2 211 A 43 0.01 D.Ill, I]. 'o.o 0.10 ,0. 14 , .213 ,13.3 .132�',`I.2 ).a. 'o ol 4 11. �1 .22 13.31 D.3s a. 13.60 .95 .13 '01111 _UEIry FOOT-S 3. a; ,Or 02 .0. 0 1134140 0. 55� , 9 'o.'S 0. 11�89 .5 0.58 .0.73 2 -U� .03 D.F4 1. 2. 0.96 .0. 2 .13 1- 0.0 O.C� T 2 '3.2 3 IT. 78 0. 1 .1. .49 0.04 .0. ED 'qAO 00 C7 ALED4T105N VVPLED26NIPC Lw- 0 01, SEE PLAN FOR TYPE & NUMBER OF FIXTURES PER POLE 7 +L- 24' D11 IF LIGHT POLES ARE GREATER CONCRETE THAN 5' FROM PAVED AREAS, OR FOOTING 2' FROM CURBED ARIAS, THE FOOTING HEIGHT CAN BE REDUCED TO 6- ABOVE FINISHED GRADE 7EE . ELECTRICAL LAYOUT BY 07MCRS FOR CONDUff REQUIREOEMS NOTE: THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND/OR ELECTRICIAN ON THE ELECTRICAL DISTRIBUTION SYSTEM FOR THE PROPOSED UGMING. POLE MOUNTED LIGHT DETAIL .TS REVISE BUILDING ENTRIESAVALKWAYS ABR It B-1] REVISENARY STREET, BUILDING FOOTPRINT. PARKING LAYOUT ABR REVISE LIGHTING PER MODRED SITE LAYOUT MR Data Revision By Thew plans shall only be used lot the purpose shown below: [:] Sketch/Concept C-] Act 250Review ED Preliminary 0 Conwuction M Final Local Review Record Drawing PmjW No. CITY CENTER LOT A 15143 - Suncy 146 MARKET STREET KMR Design ABR/OTHERS CITY OF SOUTH BURLINGTON LIGHTING D.- ABR Cheeked PLAN DJGDate 01-06-17 &Dickinson Consulting Engineers, Inc. Scale ill = 20' Sheet ranaber LoLamoureux 14 Morse Drive, Essex, VT 05452 802-878-4450 5 www.LDengineedng.com GENERAL CONSTRUCTION SPECIFICATIONS 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CRY PUBLIC WORKS SPECIFICATIONS, ME 411 VERMONT STATE STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND ME APPROVED ENGINEERING PLANS AND SPECIFICATIONS. 1. ALL WORKAND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM 2. EMULSION WILL BE PLACED ON THE FACE OF THE CURB WHERE IT WILL BE IN CONTACT WITH THE PAVEMENT. TRAFFIC CONTROL DEVICES, ME CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESE PLANS, 3. EMULSION WILL BE PLACED BETWEEN THE BASE AND FINISH COATS OF PAVEMENT WHEN THE FINISH COURSE IS NOT PLACED IMMEDIATELY AFTER THE BASE COARSE PLACEMENT. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY ASPHALT TREATED FELT TO BE 4. THE STREET FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.5% UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT IHMBOG.SME PRIOR TO ANY USED BETWEEN SIDEWALK AND EXCAVATION. ME CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINE CONCRETE CURB' 1 /4• RADU5 5. WARNING TAPE $HALL BE BURIED 1S ABOVE ALL GAS, ELECTRIC, TELEPHONE MIND T.V. LJNES THE ACTUAL LOCATION OF ME EXISTING PRIVATE UTILITIES WITHIN ME LIMITS OF THE PROPOSED WORK 5• THICK, 4000 PSI CONCRETE 6. PRIOR TO INSTALLING THE UNDERDRAINS, THE FABRIC AND GRAVEL. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION OF THE SUBGRADE SOILS. THE CONTRACTOR SHALL FURNISH A 3. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM LIMITED FIELD SURVEYS AND AVAILABLE MOTH AS SI10MN 8' THICK AT DRIVE CROSSINGS C\\ 5 '1 1/2- RADIUS LOADED DUMP MUCK FOR TRAVELNG ON ME SUBGRADE WHEN ME ENGINEER PERFORMS ME INSPECTION. THE CONTRACTOR SHALL OVER -EXCAVATE UNSUITABLE SOILS AND ADD ADDITIONAL SAND PRIOR SITE PLANS AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. ME CONTRACTOR SHALL �( A,Ag CROSS BASE AS REQUESTED BY ME ENGINEER. VERIFY ME EXACT LOCATION OF ALL EXISTING UTILITIES AND $HALL BE RESPONSIBLE FOR ANY DAMAGE TO CONCRETE CURB Y ��// PRIOR TO PAVING, THE PORTION ANY UTIUTY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. ME CONTRACTOR SHALL CONNECT OR 5•.":: '.�. .'.: '-�: •:.� B. PRIONSTR TOXICG COMPLIANCE BORROW ORGRAVEL RASEMATEN.THIGRADARIALS, ME TION ANATOR LYSIS LSHALL BE REPRETO ME SENTATIVE OF MEMGRADATIONALTOBE USEDFOR E UBSEQUCH ERINLSOURCE HALLTO BE S3E0 RECONNECT ALL UTILITIES TO ME NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 2 OF'CURBING TO BE IN CONTACT FROM C TSFFE M COMPLII NPLACE F R G REQUIRED D SPECIFICATION. THIS ENGINEER. N ANALY915 SHALL BE REPRESENTATIVE OF THE MATERIAL TO BE USED. SUBSEQUENT SAMPLES SHALL BE TAKEN YATH PAVEMENT SHALL BE COATED FROM ON3RE MATERIAL IN PLACE FOR GRADATION ANALYSIS BY ME ENGINEER. 4.THECONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVALOFALL EXISTING VEGETATION, 4 e;... 12^ 7- WITH EMULSIFIED ASPHALT PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON •i3. ���" - a 9. ALL EXPOSED CONCRETE CURB AND SIDEWALK SHALL RECEIVE TWO COATS OF ANIFSPALLING COMPOUND AFTER ME INITIAL CURING PERIOD. THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE .^ 4 - PAVEMENT UPON COMPLETION OF CONSTRUCTION. UNLESS OTHERWISE DIRECTED BY ME OWNER - 10. ALL PAVEMENT MARKNGS ON PUBLIC STREETS SHALL BE DURABLE MARKINGS (TYPE TO BE APPROVED BY C17Y). TEMPORARY PAINT MARKINGS SHALL BE PROVIDED ON BASE COURSE PAVEMENT. uN. 12• THICK CRUSHED DRAW 7e. _ ' 5. ME CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT ME MST CREATED PER VT STATE SPEC I_. • 60 AS A RESULT OF CONSTRUCTION GOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN ..,.Tm, RIGHT-0F•WAV DEEMED NECESSARY BY ME OWNER. ME CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF ME ' CONSTRUCTION PAEA WITH WATER, APPLY CALCKIM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER 1, CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,00D PSI AT 28 DAYS, MR L • RBROOM AS DUST CONTROL. ENTRAINED WITH AN ADMIXTURE PRODUCING AN MR CONTENT OF BETWEEN CIE SS B CONCRETE 5% AND 71L BY VOLUME. e• • • • • END AREA - 0.99 S.F. 8' 8' i0 10' B' 6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION SIGNS IN ACCORDANCE WFM STATE 4 CONCRETE ON3TREET TRAVEL LANE TRAVEL LANE -STREET E-STANDARDSAND CITY REQUIREMENTS. PDDITIONAL TEMPORARY CONSTRUCTION SIGNS SHALL BE IN PLACE 2. HALF INCH (1/2•) TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS ", SIDEWALK PARKING PARKING WHILE ANY WORK IS UNDERWAY WITHIN ME PUBUC RIGHT OF WAY. THE CONTRACTOR SHALL PROVIDE NOT EXCEEDING TWENTY FEET (10'). SIDEWALKS SHALL BE SCORED TO A DEPTH OF FLAGGERS FOR TRAFFIC CONTROL AT ALL TIMES THAT WORN IS UNDERWAY ON ME SHOULDER OR WITHIN ME ONE INCH (1') EVERY FIVE (5') fEET. CURB AND SIDEWALK SECTIONS SHALL BE 9• I I VD0 BLEYELLOW LINE PAVE. PORTION OF ME PUBLIC RIGHT OF WAY. SEPARATED BY ASPHALT TREATED FELT. NOTES: ]. ANY SURFACCS,UNES. OR STRUCTURES WHICH HAVE BEEN OMIAGED BY ME CONTRACTORS OPERATIONS 3, AFTER ME INITIAL CURING PERIOD IS OVER (APPROXIMATELY 28 DAYS), Ml EXPOSED 1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS 4'TOPVOIL. ttP. t TH COURSE,� HPEI/FN19H 3HALLBERESTOREDTOTHECONDRIONATLEASTEQUALTOMATNWHICHTHEY MFOUNDRAMEDNTELY SURFACES SHALL RECEIVE TWO COATS OF ANTI-SPALLING COMPOUND. WITH 1/8• JOINT BETWEEN SECTIONS. PRIOR TO THE BEGINNING OF OPERATIONS. J 2 -THICK TYPE N BASE 4. SEE ARCHITECTUAL PLANS AND DETAILS AT BUILDING ENTRANCE LOCATIONS FOR 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY -, 1 :NCCRETE COURSE PAVEMENT 8, THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE OWNER AND SCHOOL DISTRICT, AND SHALL ADDITIONAL SIDEWALK FOUNDATION AND SUPPORT DETAILS. 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING • - - - MAKE REASONABLEACCOMMODATIONS FOR THE UNINTERUPTE. OCCUPANCY AND USE BY ME SCHOOL TO AASHTO DESIGNATION M-153 ( 1/2 SPONGE RUBBER OR CORK. ) S 0,02-- STUDECT. SITE OPULAFEtt AND SECURITY SHALL RECOGNIZE ME PRESENCE OF THE ADJACENT SCHOOL AND 5. CAST IRON DETECTABLE WARNING PLATES SHALL BE PLACED THE FULL WIDTH OF ME 3 ALL CONCRETE SWILL BE MR ENTRAINED NOT LESS 3.113"IF'f S 1lJffT STUDENT POPULATION. SIDEWALK AT ME TERMINATION OF ALL NEW SIDEWALKS ) THAN 5% AND NOT MORE THAN 7K S=002 Tt J1 I 1 U.L IRA I't J vaP """I F. ti 4T�1w "lY MN 9. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER, STORM, AND WATER LINES SHALL BE IN 3 I �, y-yy�w,,,,,,,- ACCOWATERDMICE WITH RULES. THE LATEST EDITION OF THE VERMONT ENVIRONMENTAL REGULATIONS AND ME VERMONT CONCRETE SIDEWALK DETAIL CONCRETE CURB DETAIL ,n �T. '-. ' , - - : ��' . 3.1,37"'' WATER ANCEVRULES. 10. HEALTHY EXISTING TREES, AS SHOWN ON THE PLMNS.ON AND ADJACENT M THE SIZE SHALL M N,T•S, N.T.S. PROTECTED BY THE CONTRACTOR MIRAFI SIM GEOTEXTIIE J MNRAT 500X GEOlEXi1LE MINIMUM 24FABRIC 18'MION GRAVEL BASE (OR APPROVED EQUAL) FABRIC OR EQUAL OVERLAP ttAS PER STATE SPEC 47 THICK A04.05 FIVE) 11. ALL FILL SHALL BE PLACED IN B INCH LIFTSAND THOROUGHLY COMPACTED T095%O MAXIMUM DENS"AT 12' THICK GRAVEL BASE (AS 1T THICK SAND OPTIMUM MOSTURECONTENTASMMRMNEDBYASTMD6965TANDMDPROCIYXR.UNLESSOMERMSE PERSTATE$PEC. A04AS BORROW /S PER 1W MIN ice SPECIFIED. OR A04.05 FIRE) STATE SPEC. M703.03M 12. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOM AND FREE CONCRETE5' THICK 3500 PSI ALK OF POCKETS WRIT SUFFICIENT SLOPE TO ENSURE DRAINAGE. $I (3' THICK AT MDRIVES)VES) MARY STREET TYPICAL CROSS-SECTION N.T.S. FILL PIPE WITH 3500 PSI N+A CONCRETE C" rMODIFIED R7-8 SIGN --_-- LEVEL LANDING 8' IN. / SIDEWALK RAMP _ $'COIL STEEL PIPE B $� RESERVED - - 11 ; 1N'NEVEAL 11W THICK WEARNGLOURSE tt� 1� SIDEWALK SIDEWA_K J IN PARKING CLEAN MN. PAINT WITH 2 COATS ROADWAY SURFACE SEE SITE PLAN FOR GRADING OF RUST INHIBITING PRIMER RAMP RAMP _ 6 J 6 u ® 2' THICK VTRANS TYPE II MAXIMUM 'T^""'"2•'"`- '_;,emu .. .. .. .. -�CONCRETE CURB BABE COURSE C 24' e efe 6U PROVIDE HOPE BOLLARD - SEE PLANS SLEEVE -COLOR TO BE e • e a e \ .. - SELECTEDBYOWNER DAST IRONETECTAB LE I CONCRETE CURB $EN::'FIDN A -A CURB ��\�/\gyp O WMMNO SURFACE A !' 1 , Q • ` O - •„ O. ••o % SINGLE RAMP ON TANGEHT: VAN WHITE / O •• O = " - O. \'/• O ,,,. "O •, - d _ ' SIDEWMX ADJACENTTOOURB. 4uxawn AWAWR`' S• ACCESSIBLE `R]-BA SIGN SYMBOL !• WIDE WHITE ���' OE " E O = _• i8 O p O'•� Qp'� FINISH GRADE 2 N AMo ANTI. WIDTH rdlo 1 STRIPE (TYPICAL) ` ; ,• -/\/\/ •t' \ • ,t• 6•• CURB TRANSITION _ 8' MIN. SLOPE TO MATCH FN19H \ `\ / ` \\/� `/� SIDEWALK RAMP WITH 77, ' • 2 LB PER R FLANGED MIRAF15..GE01EXTLE GRADEOF PAVEMENT \ ELECT NATIVE 9dL '. CAST IRONDETECTABLE ` • "•'• CHANNEL STEEL POST 5' MIN. / 8' MIN. FOR FABRIC OREQUAL 38' WARNING SURFACE VAN ACCESSIBLE SPACE (VTRANS-MAFNE OR N.0�8) 9500 Pel CONCRETE SECTION B-B (SEE PLAN) 4 NOTES. 1. ALL PAVEMENT MARKINGS SHALL BE PAINTED. .W CONCRETE ETECTABLEWARNING SURFACESSHALLBECAST SECTIONC-(' ALLD2. EACH ACCESSIBLE SPACE SHALL BE SO DESIGNATED WITH THE MODIFIED R7-8 IRON AND SET IN PORTIAND CEMENT CONCRETE. SIGN SHOWN. VAN ACCESSIBLE SPACES SHALL HAVE THE ADDITIONAL R7-NA SIGN DRIVE& PARKING AREA CROSS SECTION S'.. MOUNTED BENEATH, SUCH DESIGNATING 'VAN ACCESSIBLE'. THE LOWEST SIGN ON THE POST SHALL BE MOUNTED A MINIMUM OF 4 FEET ABOVE GRADE TO THE MS BOTTOM OF THE SM.N. TYPICAL BOLLARD SIDEWALK RAMP DETAILS ACCESSIBLE PARKING SPACE DETAIL ISaI'n s�R o STORM RKED NTS NIS NTS D CAP I _ THREADENSIDE CAST IRON CLEANOUT FRAME V THICK GRAVEL BASE STORMWATER PUMP STATION SPECIFICATIONS ACOVER UNDER CONCRETE PAD 1. THE PUMP STATION TANK SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED PUMP, AND Ti 4� SHORT LENGTH OF WE 18--rXB'-3500P.S.1. THE SPECIFIED DOSE VOLUME. HEAVY DUTY CAST IRON BBUIILLIDLNO I I = CONCRETE PAD HEAVY DUTY CAST NON FRAME FRAME AND GRAZE 2. LAMDUREUX S DICKINSON RECOMMENDS THE USE OF A WATERTIGHT, STEEL -REINFORCED, 5,OOD PSI, AND COVER MARKED STORM USE WATERPROOF GROUT MAINTAIN POSITIVE ALARM LIGHTMID HORN TO BE MOUNTED ON 9 g PVC 00 DUR(3) TO CONTROL PANEL AND AS NOTED 45- BEND PRE -CAST CONCRETE TANK DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED DEPTH OF COVER. THE TO SECURE FRAME TO DRAINAGE TO INLETWEST SIDE OF BUILDING. ALARM TO BE ON POWER SOURCE (SIZE AS REQUIRED) ON RAINS PUMP STATION STRUCTURE SHALL BE DESIGNED FOR W2D LOADING. CONCRETE COVER GRATE SEPARATE CI BREAKER FROM PUMP. 3. CONSTRUCTION OF THE PUMP STATION MAY REQUIRE TEMPORARY SHEETING AND/OR DEWATERING. THE CONTRACTOR SHALL UTILIZE APPROPRIATE METHODS TO INSURE DRY CONDITIONS DURING INSTALLATION PROVIDE HOOK OF THE STRUCTURE. THE COST OF TEMPORARY SHEETING ANDOR DEWATERING SHALL BE INCIDENTAL TO FOR CHAIN / �\ f- FLOW THE COST OF THE PUMP STATION. GARAGE SLAB // \\` NEMAIX ILL LISTED) INV. ELEV. POINT JUNCTION BOX 4. THE PUMP STATION SHALL BE CONSTRUCTED E THE RISK FREEZING OF EFFLUENT IN THE PIPES .•',[� OR STRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO TO PROVIDING A DRAIN HOLE TO ALLOW THE FORCE - -- - - - - - - - � •. •'.� A : (( [� CLEANOUT DETAIL MAIN TO DRAIN BACK INTO THE STRUCTURE BETWEEN DOSES. FLOAT HANGER NTS NEMA 4X (UL LISTED) �\ \ / LEBARON LC32T CAST IRON FRAME 5, ALL PIPING WITHIN THE PUMP STATION SHALL BE SCHEDULE 80 PVC. THE CONTRACTOR MAN' TRANSITION TO JUNCTION BOX AND COVER OR APPROVED EQUAL ! 28.17 REMOVE SW ONE SIDE OF MARY ST CROSS SECTION ABR SCHEDULE 40 PVC BEYOND THE EXTERIOR OF THE PUMP STATION. GATE VALVE _ _ _ _ _ 04-1p•1I ADDED MARY STREET TYPICAL CROSS-SECTION NDS 6. ALL PIPE PENETRATION$ IN THE PUMP STATION STRUCTURE SHALL HAVE RUBBER BOOTS FOR WATERTIGHT 4' (WITH INSULATION) UNION ION eo PVC '• ' j 01-13-17 ADD SLAB TO BASE OF CB/PUMP STATION AIR SEALS AROUND THE PIPES. Date Revision By LIFT CHAIN OR CABLE r PROVIDE 2' THICK RIGID LEBARON LF246 CAST IRQN E E 7. BACKE LL SIDES AND TOP OF TANK WITH SAND OR GRAVEL. ALL BACKFILL MATERIAL AROUND THE TANK INSULATION OVER ME TOP AND GRATE OR APPROVED E UAL I �� E. These phrns shah only be MSed For the purpose Shown below: SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AND ALL SIDES OF ME TANK I. THE AASHT0.T-99 STANDARD PROCTOR. STAINLESS STEEL PIPE TO A DEPTH OF 4 FEET 6 FT X 6 FT SQUARE tINSIPE� I I p SketclVConcepl Q ACM 250 Revicw SUPFORT (T'P.) DIMENSIONS) PRECASTREINFORCED I 8. ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND MATERIALS 2- SCH 40 PVC FM SODO PSI CONCRETE SMUC/TURE _ J Q Preliminary Q Construction SHALL MEET U.L. APPROVAL. CONDUIT $HALL BE PROVIDED AS REQUIRED BETWEEN THE PUMP STATION, THE O Final Local Revicw Q Record Dewing ELECTRICAL SOURCE AND THE CONTROL PANEL. ALARM ON z MIN. 6' 1/4' WEEP HOLE PUMP ON PlUjeci No. 9. ATAMIN IMUM,THE FOLLOWING ITEMS SHALL BEINCLUDED WITH THE PUMP STATION: ORMORUBBERGASKET N °•.'(90GALLON DOSE) CITY CENTER - LOT A $un4ey -ALARM, FLOATS, AND CONTROLS ACCORDANCE WITH ASTM PUMP PUMP OFF � 6 FT X 6 FT X 6 FT (INSIDE J •LIGHT AND AUDIBLE ALARMS L4 43 AND ASTM CJN AT ALL JOINTS OR BUTYL ROPE PROVIDE I/4'WEEP F INFO CEDSIRECAST KMR •MAIN DISCONNECT SWITCH HOLE IF PUMP WILL NOT CONCRETENE STRUCTURE _ 146 MARKET STREET TYP') ALLOW PIPING TO DRAIN STRUCTURE CITY OF SOUTH BURLINGTON 3e91gn 10. PUMP SPECIFICATIONS PRECAST CONC Ete-OCKS 17 SUMP - 17 ABR/OTHERS HEAD LOSSES OR STAND TO SUPPORT PUMP I ABR n AND PROVIDE A MINIMUM 18' 2' PVC ® 40 GPM SUMP FOR SEDIMENT 6- THICK Na rLliN V/EI1 40'OFFORCEMN• 2FT e' ADDITTIONTOSiNNDA DVREChecked CAsr DETAILS AND SPECIFICATIONS M STATIC LIFT= ,BET MONOLRHIL BASE STRUCTURE DMENSIONS s SITE & STORMWATER DIG VALVES ANDFITTINGS- 1FT MINIMUM2HIGH DIG TOTAL HEAD LOSS. 19 FTFT / GOAL. Dwe F 3N' MIN. DISCHARGE RATE 40 GPM MIN. W OCRUSHED STONE 01-06-17 FOR FLOATATION CALCULATIONS, THE WEIGHTOF THE PRECAST O 1, Scale USE ONE(1)DEWATERING PUMP, SINGLE PHASE, 115 VOLTS, MINIMUM CAPACITY: 40 GPM ®19 FT TDEL \\� STRUCTURE IS ASSUMED TO BE 21,600 POUNDS (BASED UPON B' Lamoureux OL Dickinson NOT TO SCALE THICK WALLS AND 8' MICK TOP AND BASE). IF THE ACTUAL CAPABLE OF PASSING 2- SPHERICAL SOLIDS. \ UNDISTURBED EARTH WEIGH TOF STRUCTURE IS LESS, NOTIFY ME ENGINEER Consulting Engineers, Inc. $heel numbtt PRIOR PRIOR TO FABRIBRI CATION. T1.TESTING: THE CONTRACTOR AND THE ENGINEER SHALL BE PRESENT DURING START-UP, THE CONTRACTOR SECTION 14 Morse Drlve, Essex, VT 05452 SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE PUMP STATION, STORMWA TER PUMP STATION 802.878.4450 6 INCLUDING ALL FLOAT FUNCTIONS, ALARMS, AND INDICATOR LIGHTS. THE PUMP SHALL BE FIELD-TESTED TO INSURE THE PUMPING CAPACITY MEETS THE PROJECT REQUIREMENTS. NT3 W W W.LDengineering.com GROUT FRAME TO TOP HEAVY DUTY 4" HIGH CAST IRON OF STRUCTURE FRAME AND 24' SQUARE GRATE HEAVY DUTY FRAME AND FINISH GRADE 24' SQUARE GRATE A PROVIDE WATERTIGHT RUBBER NOTE: BOOT. IF STRUCTURE ELEVATIONS PREVENT THE USE ADJUST FRAME ELEVATION AS v+ OF A CONNECTION, THE BOOTED PIPE SHALL BE GROUTED WITH NEEDED WITH CONCRETE RINGS q NO NON -SHRINK MORTAR. DO NOT USE BRICK �N•--1..-.� II NON -SHRINK MORTAR AND• VARIES STRUCTURE DIAMETER TO VARY COVERED WITH MIRAFI 50OX ON THE EXTERIOR ALL BACKFILL THOROUGHLY 36' MIN. AS REWIRED TO ACCOMMODATE THE SIZE, NUMBER, AND ANGLE COMPACTED IN 6' UFTS OF PIPES 24" X 24' PRECAST REINFORCED 9' CONCRETE CATCHBASIN DESIGNED TO MEET PROVIDE WATERTIGHT RUBBER PIPE PRECAST REINFORCED AASHTO H-20 LOADING BOOTS FOR ALL STORM PIPE ---- CONCRETE CATCHBASIN REQUIREMENTS OPENINGS 6' OR LARGER DESIGNED FOR H-20 LOADING 2 FT SUMP8. -. 2. 24 -8 LEDGE PAYMENT B' A 12' • \. LIMIT // ++-tw-.2.-�s�+-ray--..��;; UNDISTURBED SOIL 8' F 3/B' CRUSHED ` EN/ EXTD BEDDING TO EXTEND BEDDING TO STONE BEDDING \�\ �\ LIMITS OF EXCAVATION LEDGE PAYMENT 3/8- CRUSHED STONE BEDDING LIMITS OF EXCAVATION 24"XZI"SQUARE STRUCTURC LIMIT ROUND STRUCTURE NOTE: CERTAIN CATCHBASINS MAY REQUIRE THE USE OF A 24'X24' SQUARE STRUCTURE BASED UPON THE VERTICAL DIFFERENCE BETWEEN THE RIM AND INVERT ELEVATIONS. OTHERWISE, THE CONTRACTOR MAY SELECT EITHER STRUCTURE THAT WILL ACCOMMODATE THE NUMBER, SIZE, AND ORIENTATION OF PIPE OPENINGS. TYPICAL CATCHBASIN NTS FINISH GRADE UNDISTURBED SOIL BACKFILL WITH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED IN e' LETS ' iS SANITARY SEWER, IF COVER IS THAN 5.5'. PLACE MIN. 3' K INSULATION BOARD SUITABLE THE SIDES OF TRENCHES BURIAL OVER PIPE. IN NO E SHALL THE PIPE HAVE LESS 4 FT. OR MORE IN DEPTH N 4' OF COVER OVER THE ENTERED BY PERSONNEL SHALL BE SHEETED OR MWN. STAGGER JOINTS SO T NO TWO JOINTS ARE ONE SLOPED TO THE ANGLE R THE OTHER. OF REPOSE ------ TF 12' DEEP INITIAL BACKFILL SELECTNATIVESANDORETER IS OUTSIDBE OF PIPE) SAND BORROW (VIRANS -- - -SPEC 703.03A) CONTRACTOR SHALL AT TIMES KEEP THE TRENCHES 3/8' CRUSHED STONE RELY FREE OF WATER IL ALL WORK IS FINISHED FOR PVC AND PE PIPE READY FOR BACKFILUNG D+2 FEET UNDISTURBED SOL —� TYPICAL SANITARY SEWER & STORM TRENCH NTS DRY SWALE SEED MIX C— BOWnWa %gT_-1 Creeping red fescue Feshca m 20% —NP Agmsfisalba 20% Switchgass Pa"vigaNm 20% V000. v.YO rye I[Ym Sty virgmrcus 2O% Creeping b-g— A—. .. 20% SEED SHALL BE APPLIED AT A RATE OF 25 POUNDS PER ACRE TO THE BOTTOM AND SIDESLOPES OF THE DRY SWALE. SEED MIX MAY BE OBTAINED FROM VERMONT WETLAND PLANT SUPPLY. LLC(802)g 8-2653 OR VERMONTWETLANDPIANTS.COM EROSION MATTING TO BE APPLIED OVER DRY SWALE SEED MIX AND 4" TOPSOIL 4' SANDY LOAM TOPSOIL SEE SITE PLAN FOR GRADING OF SWALE BOTTOM ORIGINAL QgpS�a,,(�11 B' MAXIMUM 1 C Cp�,l( 'GROUND -- - - -- \ SAND BORROW PER VTRANS SPEC. 703.03A MIRAFI 140N FABRIC ALONG 2' --.- SIDES OF TRENCH SEE PLANS FOR IN' 3/4- CLEAN CRUSHED STONE DO NOT USE LIMESTONE T, MIRAFI FABRIC COMPLETELY SURROUNDING CRUSHEDD STONE WITH A MINIMUM 12' OVERLAP 6' DIAMETER PERFORATED PVC (MERE SHOWN ON PLANS) DRYSWALE TYPICAL SECTION NTS PLAN VIEW PROFILE VIEW NTS NTS IF THE SANITARY SEWER PIPE IS LOCATED EXISTING s^ WATER MAIN ABOVE ME WATER PIPE, THE SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN CORE HOLE LARGER THAN NEW SEWER LINE INLET SHALL BE CONCRETE ENCASED (SEE PLAN SEWER MAIN TO ACCOMMODATE NEW) A NEW CONNECTION OR BOOTED CONNECTION ORE AN. EpUAL. STORM OR SANITARY SEWER PIPE NEW 6^BUILDING SEWER 1B' MIN, INLET INVERT TO BE 0.02' SANITARY SEWER : 10' MIN. 2 ABOVE EXISTING INVERT. STORM SEWER 5' MIN. - CORE INTO EXISTING SHELF j WATER MAIN AND THEN CONSTRUCT rc NEW CURVEO CHANNEL TO 18' MIN. MATCH SMOOTHLY INTO SHELF EXISTING CHANNEL. ; 10' MIN. O STORM OR SANITARY SEWER PIPE STORM OR SANITARY SEWER PIPE DIRECTION OF FLOW VIEW FROM THE NORTH LIVE SEWER MANHOLE CONNECTION NTS 10' MIN. LIF THE SANITARY SEWER PIPE IS LOCATED SINGLE 20' NOMINAL JI ABOVE THE WATER PIPE, THE SEWER PIPE LENGTH OF WATER PIPE JOINT $ ON EACH SIDE OF THE WATER MAIN SHALL BE CONCRETE ENCASED WATER / SEWER PIPE CROSSING NTS PRESTO GEOBLOCK 2 POLYETHYLENE - INTERLOCKING UNIT 18- THICK BLENDED SUBBASE SHALL CONSIST OF: 66%-M'-1^CLEAN CRUSHED STONE (HAVING DSO OF —) 34%- SCREENED SANDY LOAM TOPSOIL NOTES: IMIRAF1600X,GEOn 1. INSTALLATION OF PRESTO GEOSLOCK 2 UNITS SHALL BE IN ACCORDANCE COMPACTED SUBGRADE WITH THE MANUFACTURERS GUIDELINES. 2. TOPSOIL AND SUBBASE SAMPLES SHALL BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. STABILIZED TURF CROSS SECTION NORM AOPEEN N1501 �� 1 OR APPAOVIED VED EOGREEN I I F-9--1 I I♦ 1. EROSION MATTING WILL BE USED ON SLOPES STEEPER THAN 3H:IV OR AS SHOWN ON THE PLANS. 2. PREPARE SOIL BEFORE INSTALLING MATTING, INCLUDING ANY NECESSARY APPLICATION OF LIME. FERTILIZER. AND SEED. SOIL SURFACE SHALL BE GRADED SMOOTH WITHOUT ROOTS. STONES OR OTHER PROTUSIONS THAT WILL PREVENT THE MATTING FROM BEING APPLIED IN FULL CONTACT WITH THE SOIL SURFACE. 3. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 6' DEEP X 6' WIDE TRENCH WITH APPROXIMATELY 12" OF MATTING EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE MATTING WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12- APART N THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACIEO SOIL AND FOLD REMAINING 12' PORTION OF MATING BALK OVER SEED AND COMPACIEO SOIL. SECURE MATTING OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12- PART ACROSS THE WIDTH OF THE MATTING. 4. ROLL THE MATTING (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. INSURE THAT THE APPROPRIATE SIDE OF THE MATTING IS AGAIN 57 THE SOIL SURFACE. ALL MATTING MUSE BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE FOR THE PARTICULAR PRODUCT AND APPLICATION. IN LODSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKEHA LENGTHS GREATER THAN 6' MAY BE NECESSARY TO PROPERLY SECURE THE MATTING. 5. THE EDGES OF PARALLEL MATING MUST BE STAPLED WITH APPROXIMATELY 6' OVERLAP DEPENDING ON MATTING TYPE. 6. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SRINGLE SINE - WITH THE UPPER MATTING PLACED OVER THE TOP OF THE LOWER MATTING) WITH AN APPROXIMATE 12' OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12' APART ACROSS ENTIRE MATTING WIDTH. EROSION MATTING INSTALLATION DETAIL WITS HP4:..L• .a 'W TYPICAL CULVERT OUTFALL NOT TO SC - WALL DESIGN 2-1R' ROUND STEEL RAIu_ (2-)AI' DAL.) 3'. T X 1M' WEI TOP GAP (TYP.) TURF ESTABLISHMENT SPECIFICATIONS ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SOEWALKS. ROOFS) OR ARE NOT LANDSCAPED WITH BARK MULCH, SHALL BE STABILIZED NEW GRASS COVER. ALL SEEDING AND MULCHING FOR ESTABLISHING NEW GRASS COVER SHALL BE COMPLETED AFTER APRIL 15 (AS SITE CONDITIONS ALLOW) AND PRIOR TO SEPTEMBER 15. PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER, LIME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4' Oi APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS, PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL. THE SURFACE SHALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTIONAL MATERIAL SHALL BE REMOVED. 2. GRASS SEED MIXTURE SHALL BE SPREAD UNIFORMLY IN ALL AREAS AT THE SPECIFIED RATE. 3. FERTILIZER SHALL BE APPLIED ONLY AFTER PERFORMING A SOIL TEST AND BE APPLff0 BASED UPON SOIL DEFICIENCIES. UME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL pH TEST. 4. MULCHING SHALL FOLLOW THE SEEDING OPERATION BY NOT MORE THAN 24 HOURS MULCH STALL BE SPREAD UNIFORMLY OVER ME AREA AT A MINIMUM RATE OF 2 TONS PER ACNE. SITE CONDMRS MAY WARRANT ME APPLICATION OF A TACKFIER OR NETTING TO HOLD THE MULCH IN PLACE. IF NECESSARY TO RETAIN THE MULCH, ME CONTRACTOR SHALL APPLY AN APPROVED TACKIFIER. DR NETTING, WITHOUT ADDITIONAL COST TO THE OWNER. 5. HYDROSEEDING MAY BE USED IN LIEU OF SEEDING AND APPLYING HAY MULCH DURING THE GROWING SEASON. HYDROSEEDi G SHALL INCLUDE THE APPLICATION OF WOOD AND/OR PAPER BINDER MULCH. THE BINDER SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, BUT SHALL NOT BE LESS THAN 15DO POUNDS PER ACRE ON SLOPES LESS THAN 153L AND NOT LESS THAN 2000 POUNDS PER ACRE ON SLOPES GREATER THAN 157E HYDROSEEDING ALONE SHALL NOT BE USED FOR TEMPORARY STABILIZATION AFTER SEPTEMBER 15. 6. ALL SLOPES STEEPER THAN 3H:IV SHALL HAVE EROSION MATTING APPLIED OVER ME SEED. ALL DITCH CENTERLINE GRADES GREATER THAN 29 OR AS SHOWN ON THE PLANS SHALL HAVE EROSION MATTING APPLIED OVER THE SEED. EROSION MATTING SHALL CONSIST OF EROSION CONTROL BLANKET WITH IOOX AGRICULTURAL STRAW MATRIX STITCH BOUNDED WITH DEGRADABLE THREAD BETWEEN TWO PHOTODEGRADABLE POLYPROPYLENE NETTINGS, NORTH AMERICAN GREEN S150 OR EQUAL. NORTH AMERICAN GREEN DS150 MAY BE USED IN LAWN AREAS ONLY WHEN SEEDING TAKES PLACE PRIOR TO SEPTEMBER 1. T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED, AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. CONCRETE SEGMEWA RETAINING WALL T FROUND STEEL RAILINGS (2-3R' O.DJ GRASS SEED MIX %OF MIX TYPE OF SEED SO CROSSFIRE IV TALL FESCUE 25 MANIUM TALL FESCUE 25 BLADERUNNER TALL FESCUE 15 HOME RUN PERENNIAL RYECAASS 5 1 KENTUCKY BLUEGRASS 100 1 SEED AT 5 LBS PER 1,ODO SO. FT. WOOD STAKE, DRNEN A MINIMUM OF - INTO THE SOILAND SPACED A MAAMUMOF4'APART EROSION LOG - SEE PLAN FOR LOCATIONS FLOW 'A[�Y��,��7�� � " ` THE EROSION LOG SHALL BE THE BOTTOM OF THE EROSION LOG EMBEDDED 2' INTO THE 9OL OR SHALL BE IN CONTINUOU9 CONTACT ��\ SHALL HAVE 3' OF HAY MULCH WITH THE UNDERLYING GROUND Y\ ���\,A`� PLACED ON THE UPSLOPE TOE NOTES: 1. TIGHTLY ABUT THE ENDS OF THE EROSKIN LOGS. NO GAPS. 2. INSTALL EROSION LOGS PARALLEL TO CONTOURS AS SHOWN ON THE PLANS. EROSIONLOG SECTION NTS META RAILING PANT SPECIFICATION METAL RAILING NOTES SURFACE PREPARATKN: REMOVE LOOSE RUST, LOOSE MILL SCALE. AND �AR6FCUX DEPOSITS. GRNO ALL -ED SHARP EDGES 1. THE HEIGHT OF THE PIPE RAILING SHALL BE MODIFIED AS NECESSARY BASED UPON THE PROPOSED DESIGN OF THE RETAINING WALL THE PIPE RAILING SMOOTH. CLEAN SURFACES WAIN SOLVENT UNTIL FREE FROM HEIGHT SHAM SE A MINIHUM OF 44' ABOVE FINISH GRADE. ORT. GREASE. ALLOW TO DRY THOROUGHLY BEFORE N'PLICATNXN D GREASE. PUG 2. THE ANCHORING SYSTEM DESIGN FOR THE PIPE HALING POS15 SHALL BE PANT. OF PANT. COORDINATED WTTH THE RETAINING WALL DESIGN. PR�UINT APPLCATKN: APPLY PAINT AND WORK ONTO THE SURFACE IN AN EVEN S AL RAILINGS SHALL BE SCH 10 STEEL PIPE. FICM.Z`000OIRESS. SPOTTING, HOLIDAYS, LAPS, BRUSHMARKS, RUNS, SAGS, ROPINESS AND OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTED. 4. AFTER FABRICATION, ALL POSTS AND RAILINGS SHALL BE PRIMED AND PAINTED ALLOW SUFFICIENT DRYING TIME BETWEEN COATS. USE A LOW VOC, AS SPECIFIED. WATER BASED ACRYLIC COPOLYMER ENAMEL FINISH PAINT INTENDED FOR OUTDOOR USE ON PROPERLY PREPARED SURFACES WITH THE FOLLOWING PANTRNISHES: RETAINING WALL & RAILING DESIGN NOTE: FIRST COAT: GREY PRIMER FIRST OAT: SEMYPRIM9BLACK WATER•BASED ACRYLIC ENAMEL THE TYPICAL DETAILS AND SPECIFICATIONS SHOWN ON THIRD COAT SEMIGLOSS BLACK WATER•SASED ACRYLIC ENAMEL THIS SHEET ARE INTENDED TO ESTABLISH THE MINIMUM DESIGN AND PERFORMANCE STANDARDS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON THE FINAL DESIGN AND SHALL SUBMIT SHOP DRAWINGS PIPE RAILING - RETAINING WALL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. NTS 614*gcN611a136CyL 7-1 1. BEGIN AT THE 10P O THE CHANNEL BY ANCNO6NG THE S ANKET N A 5' DEEP X 6' AIDE FRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENCED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET AN A ROW OF STAPLES/STAKES APPROMMATELY 12' APART N THE BOTTOM O THE TRENCH. BACKFILL AND COMPACT TIE TRENCH AFTER STAPLNG. FOLD REMAINING 12" PORTION OF BLANKET BACK OVER COMPACTED SDK. SECURE BLANKET OVER COMPACTED SOIL WITH A ROw OF STAPLES/STAKES SPACED APPROXIMATELY 12' APART ACROSS THE WIDTH OF THE BLANKET. 2. POLL BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. EUJNETS WILL UNROLL AN APPROPRIATE SIDE / VNST THE SOL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PULING STAPLES/STAXES IN APPROPRIATE LOCATIONS AS SHOWN AXNE IN THE STAPLE PATERN GUIDE. 3. PALE CONSECUTNE BLANKETS END OVER END (SHINOE STYLE) AN A 4'-6' OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4' APARF AND 4' ON CENTER TO SECURE BLANKETS. 4. FULL LENGTH EDGE OF BLANKETS ALONG SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STOLES/STARES APPROXIMATELY 12- APART N A 6' DEEP X 6' WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 5. THE TERMINAL END OF THE BLANKETS MUSE SE ANCHORED WITH A NOW OF SIAPLLS/SIAKES APPROXIMATELY 12- APART IN A 6- DEEP X 6' WIDE TRENCH. BACKFEL AND COMPACT THE TRENCH AFTER STAPLING. EROSION MATTING FOR CHANNELS NTS CONCRETE CURB THREE DIMENSIONAL (WHERE APPLICABLE) NATURAL FIBER INLET PROTECTION DEVICE EXTEND 1' MINIMUM AND (VTRAN$ INLET 3' MAXIMUM FROM EDGE PTRO C oN DEVICE. D< GRATE (TYP) INLET CASTING �✓ TOP LAYER PRESSURE DISK SECURE USING 3-1/2' DIAL NIP TIE PRESSURE DISKS AND 1)Sy PLASTIC TIES iASTENED TO INLET GRATE (TYP) BOTTOM LAYER GRATE BAR GRATE INLET PROTECTION PRODUCT MANUFACTURERS: SFC 110N SEDIGUARD (WWWEARTSUPPORTSYSWMS.COM) BLOCKSOA R CO. (WWW.BLOCKSOM.COM) OR APPROVED EQUAL INLET PROTECTION NTS PIPE BALING -SEE DETAIL - THIS SHEET AND PLANS FOR LOCATION PIPE RAILING POSTS SHALL I I I BE ATTACHED TO TOP OF W. RETAINING WALL RAIL HEIGHT SHALL BE A MINIMUM TOP BLOCK OR TOP OF PRECAST RETAINING WALL 50' MIN PUBLIC F.- IN RIOHT-OF-WAY -1.1551 PROFILE -EXISTING GROUND 1-1/2- TO 2- OR SUBGRADE DIA. STONE I 1 WIDTH OF 11"Itl i ROAOWAY ioS4�0 ````""2�fro' 50' MIN NGHT- F-WAY PLAN NOTES, 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO MAP SEDIMENT. 2. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT OR MATERIAL TRACKED. SPILLED. OR WASHED INTO THE TOM RIGHT OF WAY BEFORE RAINFALL ON WITHIN 24 HOURS WHICHEVER COMES FIRST. 2. THE USE OF CALCIUM CHLORIDE AND/OR WATER MAY ALSO BE NECESSARY TO CONTROL DUST DURING CONSTRUCTION. 3. PROVIDE APPROPRIATE TRMS17ION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBUC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT NTS i e�saesiam���o�ai���altleo��yea�o��ad psi ±e��erps eeiii�s� isi lisr��i���gAe�®���aa isias��eisdtl�W��7tlE0��ria�nssisfi®aliairi is� f lii��®IStlp��0 MIOi0 samlaBlBE� 4 MOSS 1) USE ONLY MANUAL METHODS OF INSTAUATON AND CLEANING WAIN WETLAND AND BUFFER ZONE 2) PRIOR TO BEGINNING OF CONSTRUCTION OR EARTHMOWNG. THE CONTRACTOR SMALL INSTALL A CONTINUOUS SILT FENCE AT THE UNIT OF DISTURBANCE SHOWN ON ME STE PLAN. 3) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM O ME SILT FENCE. IF NECESSARY. GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SLT FENCE RATHER THAN FROZEN NATIVE MATERIAL. 4) TIHE CONTRACTOR SMALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS :NEEDED. COHCRET[SIDEWALK THE BATTER OF THE RETAINING WALL y FACE SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDAMN ' }. PREFABRICATED CONCRETE BLOCK OR CAST IN PLACE REINFORCED CONCRETE RETAINING WALL (TO BE SELECTED BY OPAINAGE OWNER) AGGREGATE PER MANUFACTURERS ' GEOMXTLEFORUNDERORANf RECOMMENDATq TRENCH LINING' FINISH GRADE THEBOTTOMOF ' RETAINING WALL SHALL FOLLOW THE LL DRAINAGE, AS REQUIRED. !. 4. ! EXISTING GRADE TO CONNECT TO CBI -EO(�FTING GRADE CONCRETE OR STONE LEVELING PAD PER MANUFACTURERS RECOMMENDATION _ ... RETAINING WALL SECTION NTS TEMPORARY SILT FENCE WATER DISTRIBUTION SPECIFICATIONS 1.1 GENERAL: Thin Item shall consist of the labor, equipment, and molrle required far the amph" construction of the watermhich M ains and -Aces wall Include e.w cotion, backfifrg, pipe, wl.as, ten, hydrant, elbow., reducer. and all other opp.,t- .,.«y far a .amplest. wotxmain system as indicated on the accwled M1osing.. .1 materials and installations Moll be Approved by the local municipal water authority. 1.2 WATER MAIN PIPE MATERIALS: DUCTILE IRON PIPE Pips sholl be a minimum diameter of eight Inches (C) and cmf«m to currant AMA CBOO and ANSI Specification A21.51. P,sl joint pipe shall be minimum thickness Class 52. Pipe sholl be cement mortar -lined an the Inside In accordance with AWWA C151.51 « ANSI Specification A21.4 s.eept that the cement -lining thick... shall net bs lees man three-sl.teenlhs Inch (3/10 ). A plus taxanc. of ens -eighths Inch (1/8') won De Permitted, 1.3 FITTINGS: Ductile Iron fittings Mall be cement -lined now 350 pounds working pressure, and as in oeeWdome with AWWA C-110/ANSI A21.f0 anal AWWA CI52/ANSI 21.53 for compact fitting.. Mechanise joist null and ball, andl ee nigh strength, low alloy steel per ANSI A- 21.11 . Ductile Iran fitt Mg, larger than I.alw None (12') Mall how . standard body length equal to Class 250 cost iron fitting. Cost Ban Co. 250 lilting. will be allowed Il In •u of ductle Won fittings in slz,s larger man teas Inches (12'). Me k g rstaMer glands or on appovaa equal Mll the ends uan all wtical bends and as shown n the plans. 1.4 GATE VALVE RESILIENT SEAT: Goia wives Mall be AMANA C 509 Standard Got. Valves still mechanical 'phis 01 sixes of required an the plan. All wine Mall be of cost Or ducts, Wan body, porallal bross deaf., non-riMng slam, Inside s-m. double disk construction with 0' Ring St- Sed. All Wws to be equipped wilh o win ba. for a minimum of 5.5' f cow material. The pats v 1w, Moll Open left and bedesigned for 0 oorkng prnsur, of 200 Pei. Each wlw MINOR how monI name, peewre toting, and year in which manufactured cast W Iha body. Prior to shipment Rom the'octary, soeh win Mall be tested by hydrostolic pra.sur• with a qual to fork. the specified working prnwre. Buried rolna Mon be Installed Vol" bo.. 1.5 VALVE BOXES, - Cast Wqn three -pi.. Mbe-type; nor ma ans-fourth. Inch (5 1/4') Man; si. Iml (V) t ranch depth. Cast iron row marked 'WATEM and MUkating direction of opening. 1.6 FIRE HYDRANTS .1 hydrant. ore to be 3-way. S mInnmum diameter and limited to the fmowng male. Watrou. Pacer, MuNMr Super C.IIX n « Kennedy G-dion K-810. Old Mdl con'«. .4h AWWA C502. Main Van Opening: 5 1/4 Inch. NOSMIe MrpernMt: Too 2 1/2 Men hose nozzle MST thread. One 4 1/2 Inch pumps nOXXIs MST Ihreods. ch InCanneetime a Inch mechanical joint, MEGA -LUG and thrust block OpIII N.l: Standard 1 1/2' pentagon DIreelkn o1 Opening: Cwntsdocl Color: En Xnd hydrant red body, lap cal« a, determined by Town. Depth of Bury. Hydrant .hall as Inlled stato the i m- factx.. Instruction. with nozzle about I.- mow finish groan. 1.7 HYDRANT BRANCHES Hydbanl awmdMe shall CanM.I at a N. in S6') mechankal pint got, rdw Olforming to AWYIA C-509; a length of sin Men (6 ) Clan 52 ductile iron pipe with ma.fit -lining; and the fire hydrant. MEGA-DUer a mG rotainglohd. or , equal ll be used. Ths hydrant Mal how of least fifteen (15') bet.een the bolt. of the olnmer Cap and the ground. 1.8 CONSTRUCTION METHODS A. INSPECTION AND TESTING All pipe and fillings Mall be Inspected and tested In occonaonc, wTth the manufacturer `e "N" icotlans m and the oforeenlimed AWWA Sp.a IC.U.s. The Contractor .hall f-Ish for opprowl cerlNcatiOn from the pipe manul. I— that all tests now been Performed with satisfactory rnulis. Pipe Noll not be instilled without me Engineers « Water Aulhority'o Oppbwl. B. INSTALLATION Pipe, fitlings, and accessories all be carefully handled to awls Damage. Prior to Ina Dot. of aacsplan.. of In. project work by th. Owner, the Contractor moll replace any new pipe or accessory found to be d.fwtTw at my Inn. including offer installation, It no .w.nIs to the Owner. All installation and testing shall be done in occora Ctce will, AWWA Stand -el C-600 Old ANSI Speilficalian A21,11, MI pipes showing crocks shall be rejected. If .rods o ur In the pipe, the CanVactor may, at his own expense one .Ilh the approval oftheEngineer, cut off the traded p«llms of o point of lea.I twos Inch.. (12') from the I.N.vlimn. of the Crack and use the sound partial of the pipe. All pipe Old fittings shall be neared of oil foreign molt« and del prior to Installation and on.,, be kept clam until the Inner of acceptance by the Owner. At all time, when the pipe laying To not actually in progress, the wan ands of the pipe Mai be Closed by temporary watertight plugs « by other approved men. If .at io In the tranch when work is ewmed, the plug .hdl not be rMnowd unto all danger of water entering the pipe has passed. The pipe shall be installed in trenchee one of the line one wade Mow. on the Contract Oro.Mgs, My Collection pints Mal be within specified the IIby the manufacture. All piping and oppurt,n,n a connected to the equipment Mal be supported so that no 'train will be Irnppeed on the equipment. II the equipment manufacturer's specifications include that pipnp load. ore not to be transferred, the Contractor Mall submit certification of conplime.. Conoret• thrust bled. shdl be installed on plug. Ins. one bands detecting 11 1/1 apron Or more C«e MN.M be 1.- to snout. that eon«et. wMI net come I intact w Ih Range, Ants «tall. The required or of thrust bledn are ndeate r on tn, wan. « stAll W o. approved by IN Engines.n ft re- sears .roe now wol«main. the water -in shall be Iola of win an Newt ion that the bollom of the n1st-in 1, at least 18 Inches obon the top of the IxclThin Well ssparal on Moll be mantas- tar that portion of the w Ism in ed oithin ten Teel (10') n«izaltdly of aly Neer It aroeee Thor• shop be no pew. yskd collection beten the distribution system one my pipe, Pump. nyamt. « falls siNich Its supplied or may be supplied .;UN a -for inot iM, « mOY oe, contaminated. In Instance share the u of afferent types of pipe tea.,. j'thin the Cmtroct« shah furnish Old ..fee all nace_y Adopters. AM trenching safely stale«a. Mal be M mf«ien al mance -Rh appikmle Stale one Fea«d GuicelIne Old os wecU;ca On Ine Plm. Me Contract« Mal, of all tines, keep the trenchn enlIrNy free of water until .11 o XX ;. fin ished Old ready far backfdling. Mler In. w w. pipeline een hen b installed, the trenches anal other moo. to be filed Mdl be baCkfllled to fubwaae .ith. Mere- possible. molsia e. awled Irani the trench. No bocklMlMq oil be allowed unlM any col-t, m.aonry he .of sulfcianlly, a. determined by the Enginw. All mdtsrim lot b-filling Mal W free al root. etump, and frost M-6.1. used 11 book ing troll, shall be Ire of w,in old o-holf Inch.olann aphing owr 30 pounds. No atone plaacced within we fact (1') of the pipeline balm, beckGled. IN ongel Olmms'an MNI be Bac lill for all pipelinn Mal be placed In $1. Men (6') layers, won layer being thoroughly compacted to not lees than 95 percent of maximum dry density as determined by ill AA9170-T-99 Standard Pracl«. Parliculor pe<aaum. Mal be idan in the placement Old Compectim Of the backfMl material in order not to damage the pipe or structure. Th• bocklol shill be brwghl up evenly. MI wol«malls III be In.lolled with .minimum acw depth of M. (6'). Surplus a awted materials not used for bACXfII MAGI be disposed of in ne r solisfaclory to Ill Engineer. MI surplus material Or soil Mal be removed promptly m adi p2d of .o as not to be objectionable to abutters, ar iA the general public. Vow boas are to be Metalled an all Wried wlws. The b,.e Mall be cost Yon with o mMNnum fin and one-fourth. inch (5 1/4') diameter Old long enough to n1Md from the win to finished grode. The Wzes shall anoloee the operating nut and stulMg MCA of the Vul.w. Val.w boxes shall not transfer loads into the win. Cows Mdl be clan fitting and dirt -tight with the tap of the cow tluM with the lap of the W. rim. Cow. Mall be m«ked 'Water' with an arrm, indicating the direction Of OPmI Vol" bone shall be three piece slip-typo. The Contractor shall provide astable, temporary PVC marker apprond by the Ellyn at all gets -two. curb slops, and at the and of .olerline to a point Id. inches (8-) aban finish grade. The m«ker shall be sealed .ewrely into the grwhd. C. FIELD TESTING Except as othw,i,, directed. All pipelines shill be tested. Pipeline laid In onwtion « bedded in concrete sholl be tested prior to baekfilling or the placing of concrete. and any s.paeed piping Moll be tested pier to field Painting. The Controclx Mall furnish all gauges, testing plugs, cops, and all other .....Cary equipment and labor to perform Ieekoge and pressure test M sections AI an approved length. Each valved se,"n or o mp.imum of we Thousand feet (1,000') of the pipe Mall be tested. All water required for testing sholl be patabs. NI testing Mel be conducted in the presence of the Engineer. F« the pressure lest, the Contractor stall de -lop and maintain 200 pounds per pume nch far two hours. Failure to hold the Designated pressure for the two-hour period ND.Ituln a foiure of the section tested. The lenkoge test shall be performed Cannently with the pressure test. During the test, the Contractor shall meownt the quantity of sets required to maintain the test pressure. Leakage shall not exceed me quantity giwn by. SD L � 146,000 .here: L Leakage in gallms/nwt e S Length 1 pipeline tested D Diameter of pipe in Mlles P Average last Assure in psi All testing sholl be conducted in ac,mdance with AWWA C-600 latest reAs;w. Should any .action of the pipe fail either the pens- or leakage lets, the Contractor Mall do omerything necon-y to locate one r o « r lace the Def-In pipe. Fittings. or )pints of no .prose tole Owner. w K w Pp g . D. DISINFECTION: ChWMotion of the -teml Mal W conducted Only onx the n ma he. been tr flushed and a cl- eson is Obtained os determined by the Engineer. Th. Contractor .It W.I..II labor. equipment, materkds, one toen necessary to disinfect the pipe and appurtenances in accardonee .Ill the AWWA Standard far Disinfecting Wotxmai.% C-651, with the exception of the tsdat method. Me method of a.infefwn on I be by the canl'nuou. I.. .in. amen Ather.N. appowd by the Engnfiling. After I'ng. Rushing, Old the addition of chi«Me solution, the ire chlorin. cancent-ion .Rhin the pipe Mal be at least 25 mgA. The chl«Moted wale, shall remain in the main 1« a Period of a1 least 24 hour. At the end of this Merida the treated water In of pertions of the mail Man not haw a residua of lee than 10 mg/1 of free chlorine. All disinfection shill be performed under, the supervision of the Engnex. The disinfection process shill be doomed acceptable may aft« (2) wnple of valor from the trustee. disinfected m n tdlm by the Engineer Old tested at an sppowd laboratory she. no vidence of ta-W.Iogkcl contamination. DMinlecl'lon Mdl conform to the lalnt AWWA C-651 r,wxan. The pipeline and appurtenances sholl be maintained in on anemtamnated Condition ac until rnol acceptant. Disinfection shall be repealed Man and wnxe required at no .wanes to the Goner unfit Ma Acceptance by the Owner. E. FROST PROTECTION OF SHALLOW WATERLINES Walsl'Inn with lass than .1. 1ee1 (6') of c w the x or onx, indicated an the plan. MNI be protected against freeing by Installation of four Inch (4') mid Styofacm SM Mwl.tMg Met, aim a total width Of four feet (4') or Wc. the pipe diameter, which.- is g-tx. The snnls stall be placed I. nine (6') abpw the . wn a the mA off., Campbell- of In.si. Inch (II lift immediately .be" the Or.-.rc Cara Mall ee a ercised by the Cont-to, during 111 and compaction the slyrofacm Mwt damage to the Meets to preeets. Styrofacm SM sheets shall met the comm-en strength requirements of ASTM 01621-73 And Mal be as manufactured by Oow Chemical C«npany, Mid1an0, Michigan. I,equivtlent. In n0 can Man the woterfine now less than tour feet (4') of cow ow the tap of the pipe. MINIMUM AREA OF BEARING SURFACE OF CONCRETE THRUST BLOCK (IN SQUARE FEET) MM®M®MM®MMM®zzMM00= ®®MM®®M®®C®®M®Z®EEM® 3500 PSI 35W PSI CONCRETE CONCRETE END AREA BEARING J END AREA / AGAINST BEd. J UNDISTURBED AGAINST SAL UNDISTURBED SOIL TYPICAL TEES-DEADENDS-CAPS TYPICAL BENDS NOTE: RACE 4 Its POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRUST BLOCK END AREA NTS HYDRANT MANUFACTURER TO BE APPROVED BY THE ENGINEER AND MUST MEET CITY STANDARDS.- GROUND 16'-21' VALVE BOX -� \ 6' MINIMUM UNDISTURBED MINIMUM 6' BURY SOIL 6' GATE VALVE BOLTED HYDRANT TEE -A CONCRETE WATER O HRUST MAIN BLOCK e SEE THRUST - BLOCK SCHEDULE CRUSHED STONE SEE WATER TRENCH LEDGE PAYMENT LIMIT DETAIL FOR BEDDING B' DIA D.I. PIPE REQUIREMENTS HYDRANT DETAIL NTS melt MICM THRUST BLOCK. 4 PMYEMYLENE BETWEEN FITTINGS AND CONCRETE. THRUST BLOOD SZE TO BE DETERMINED BASED UPON SIN. 0IX401710NS (V -HYDRANT FLAG �-4' STORZ CONNECTION D,, ,. I., LEDGE PAYMENT 18' / LIMIT THRUST BLOCK ALL MJ GLANDS SHALL BE 'MIOR APPROVED EQUAL NHTODTRANT DRAIN SHALL BE PLUGGED. �YADJLISTAOE CAST IRON VMVE BOX O (.Y9H piApE WITH WIVE. AIME. NAIER �TAPING VMW OUNTERMNG ro AWWA C-SOS. COUNTER MM"MR OPENING WITH A WORKING PRESSLRF OF PSI. PER WATER DEPARTMENT SPECIFICATIONS 3/4' (RUWED STONE SNARL EXTEND ABOVE BCTTGF OF VALVE Bent 1/P4' CdiPmATm IN "1 LENGTH OF E FOR TIES IG AND CHLORMATId \ MJ WITH IuEGA-LUG RE INNER .LAWS III M GLAPRMD EQUAL 3/4- OR SHED ST MIN, Ir DEPTH OlES: 1. NET TAP$ SHALL BE PERFORMED ONLY BY FIRMS APPROVED BY ME WAIEN DEPARTMENT. A CURRENT CERTIFICATE OF INSURANCE N ACCOiOANCE WIN WATER DEPARTMENT REQUIREMENTS WALL ALW BE PROVDED. 2, TAPS TAPS SMALL BE A MINIMUM OF THREE WE DIAMETERS AWAY FROM ANY JOINT IN ME EXISTING PIPE TO BE TAPPED. I AFTER FIN& TIGHTENING AND TESTING ALL BOLTS AND NUTS SHALL BE BRUSH COATED WITH BITUMASTIC COD APPLIED MATERIAL M THOROUGHLY COVER ALL EXPOSED SURFACES OF THE NUTS ARID BOLTS. TAPPING SLEEVE & VALVE NTS DISaI O 2 1/M' TYPE II LYPELI CWLARMC CQURSE PAAMD THICKNESS O EXISTING ulune. O W ... STOP (VOANS SPEC 7 UNDISTURBED SOIL BACtF.l WITH APPROWD EXCAVATED MATERIAL THOROUGHLY CGPACTED N 5* um THE SDEs OF TRENCHES 4 FT. OR MORE IN DEPTH ENTERED BY PERSOMMEL SHALL BE WEE.. OR SLOPED TO THE MICE OF REPOSE SAND BORROW (VRANS SPEC 701 FOR D.I. PRE, 11 TaE IS WT. 3/6' CRUSIfED STONE BEDMG WI BE USED. UNDSTR.I. SDL PRIOR LPAYING. I T OLER ExRTI G S BBM. CUT EXISIMI PAWMENT BACK CLEAN AND COAT EOCF OF EXISTING PAWKNT WIT. EMA9OI pRBR TO PLACENE., O WEARING COURSE PAYMENT. MW EXISTING PAWMEN7 BALL A NIMW OF 1 FT TO A DEPT. OF 1 1/2- TO STACCER JONTS IN TRENCH PAYMENT PATCH. rl WATER MAIN III CAST IRON COWR MARKED WATER ADJUSTABLE TWO PIECE CAST IRON VALVE Bon( TO FlI GRADE All 3/4' CRUSHED 1-1 SHALL EXTEND AR0A BOTTOM OF VALVE BOX MEW -LUG RETAINER OR APPROVE. EQUAL SEE WATER TRENCH 3/4' CRUSHED STONE ME TAq FOR PIPE AND MIN. tY BID,. BENDING REQUIREMENTS NOTES: 1. MOUES SHALL SE MMAFA KD TO MEET AIL REQUIREMENTS OF AWWA C509. CURRENT EDITION, MKS TWELW INONES (12-) AND SMALLER SHALL BE BABBLE MIGHT, ZERO UEMACE AT MIND PS WIGNING PRESSURE. VALVES SNARL HAVE NON-IeSING STEMS OPEN COUNTER CLOCKWISE AND PROVOE A TWO (2-) SQUARE OPERATW MIT NMI AN ARROW CAST W ME III NGCATNG DIRECTION OF OPENING EACH VALVE WALL HAVE THE MARER'S NAME. PRESSURE RATING AND YEAR N WHICH IT WAS MANUFACTURED CAST M THE BODY. VALVES SHALL BE MECHANICAL JOINT ON EACH END. AND SECURED TO THE NNKINING WE WITH AN APPROVED RETAINER GLAND. 11MOR TO SHIPMENT FROM THE FACTORY EACH VALVE SHALL BE TESTED BY HYDROSTATIC PRESSURE EQUAL TO TWICE THE SPEARED WORKING PRESSURE. 2. BURIED VALVES Sul! BE PROVOED WITH A TWO INCH I2') SQUARE Well NUT AND SHALL BE INSTALLED WITH CAST IRW VMW BOX AS REGRRED TO ALLOW POS IA ACCESS TO THE VALVE OPERATING NUT AT &I TIMES IN INSTALLATIONS WHERE M DEPTH MGM GRADE TO TOP OF VMW OPERATING NUT IS MAWR THAN SIX Is') FEET. A VMVE STEM RISER SHALL BE PROWDED AND INSTALLED SUCH THAT THE DEPTH FROM 111E VALVE STEM R13R MIT TO GRACE B FR. FOUR FEET TO SIX FEET (4'-ll (MMMUM LENGTH OF VALW: STEM RISER B TWO FEET (2-)) VALVE STEM RISERS SHALL BE OF HIGH SIKWN STAINLESS STEEL AND OF WELDED COIV51RUCiBN, GATE VALVE DETAIL NTS 2' WATER METER TO BE OBTAINED FROM THE WATER DEPARTMENT. CONFIRM SIZE WIM FINAL MECHANCM PLANS BACI6LOW PREVENTION DOMESTIC WATER LIN SHUT SPRINKLER SYSTEM PIPING IT CKFLOW PREANTION DEICE REDUCER (AS REQUIRED) BUILDING AAB 1 I I -WATER SERVICE NOTE. I�L•� ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY, AND AN APPROPRIATE THERMAL EXPANSION SYSTEM IN COMPLIANCE WITH THE REQUIREMENTS M THE SWIM BURLINGTON WATER DEPARTMENT AND ME VERMONT PLUMBING CODE. THE WATER METER SHALL MEET THE REQUIREMENTS OF THE WATER DEPT. WATER SER VICE BACKFLOW PREVENTION DETAIL NTS IB' YIN �• ALL WORK TO BE PERFORMED IN y ACCORDANCE WITH THE SPECIFICATIONS AND 8 DETAILS FOR THE, OF WATER is '�x«GH' to Co. IS LEGS NMI IF, PLACE rrs vT FLAarneuwM�mER I IN c AND APP 1RT eN FORA WAT R SYSTEMS OWNED BY THE CHAMPLAIN WATER PPE. N Ko WISE sIALL TM FIFE DISTRICT. THE Cltt OF SOUTH BURLINGTON. mi Gam. n�AarR .o WTs sDOWR THAI No TWO'dulls ARE ONE MR TIK onHDe (v IS QUTIMM COLCHESTER FIRE DISTRICT, AND THE VILLAGE OF JERICHO, THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS DAMEx OF PIPE) APPURTENANCES AND WATER LINE '.o THE CONTRACTOR SNARL AT CROSSINGS. ' ALL TINES KEEP ME TRENCHES ENTRELY FREE O WATER 6 UNTIL ALL WORK IS f NISNED AND READY FOR BACKFILLING LEDGE PAYMENT UNT Y 1. ALL 'a / ADUCs PIPE SHALL UMW 6 MR. POLYETHYLENE AwwA 103 PER NS 21a 2. A M3 BRA59 WEDGES SHALL BE MSTALIEp AT EACH PPEIPE .JOINT FOR Y 0.L M. TYPICAL WATER TRENCH NTS RICK MARCOTTE CENTRAL SCHOOL LOCATION PLAN NTS AREA DEPICTED AS "MARY STREET TURNAROUND" ON THE PLAN REFERENCED IN NOTE 1A ON THIS PLAT. NO RECORD WAS DISCOVERED GRANTING AN EASEMENT FOR THIS AREA. 1 rDOUGLAS HUDSON N VOL. 1017, PG. 181 I� a 1 11.%' CMF 711 I ///�N71'01'02'W 0.7 AG CMF FLUSH THIRTY THREE MARY STREETLLC NIF VOL. 750, PG. 565 i 1N�J° S03.39'15"W 60' ttz CFNTURYPARTNERS, LP NIF VOL. 360, PG. 410 1 PARCEL TO BE CONVEYED TO CITY` OF SOUTH BURLINGTON FOR THE FUTURE EXTENSION OF MARY STREET (12,589 SF) �!( s7e• V BO /DORSET SQUARE ASSOCIATES NIF VOL. 194, PG. 77 VOL. 194, PG. 80 VOL. 194, PG. 82 VOL. 194, PG W VOL. 266, PG. 120 NOTES: 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A."CORPORATE CIRCLE, SOUTH BURLINGTON, VERMONT. SOUTH BURLINGTON REALTY CORP., PROPERTY PLAT' BY WEBSTER-MARTIN, INC., DATED SEPT. 1981, LAST REVISED 5-27-92, AS RECORDED IN SLIDE 248 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B. 'ALTA/ACSM LAND TITLE SURVEY, CENTURY PARTNERS, 100 DORSET STREET, SOUTH BURLINGTON, VERMONT." BY TRUDELL CONSULTING ENGINEERS, DATED DECEMBER 9, 1997, LAST REVISED 11/26/07. AS RECORDED IN SLIDE 509 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C. "SOUTH BURLINGTON SCHOOL DISTRICT, SOUTH BURLINGTON CENTRAL SCHOOL, 10 MARKET STREET, SOUTH BURLINGTON, VERMONT." BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19, 2004, LAST REVISED 12-17-04 AS RECORDED IN SLIDE 447 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN OCTOBER, 2016. 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. LEGEND — - — - — - — PROJECT BOUNDARY - — - - ABUTTING PROPERTY LINE PF • IRON PIPE FOUND •IPS IRON PIPE SET CMF CONCRETE MONUMENT FO D aCMS CONCRETE MONUMENT TO SET A CALCULATED POINT NO M ER SET N/F NOW OR FORMERLY AG ABOVE GRADE BG 4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN OCTOBER, 2016. THE METHODS AND THE BELOW GRADE -\ \ \ RESULTING ERROR OF CLOSURE MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. CITY OF SOUTH 5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE 1" DIAMETER WITH A PLASTIC \ BURLINGTON CAP. NIF \ VOL. 697, PG. 402 6. THE RIGHT-OF-WAY WIDTH FOR MARKET STREET OF 80 FEET IS BASED ON A DEED RECORDED IN \ VOL. 687, PAGE 143, CMF i 7. THERE ARE EXISTING SANITARY AND STORM SEWER PIPES CROSSING LOTS A & B AS WELL AS THE 0.3' AG PARCEL TO BE CONVEYED TO THE CITY. NO RECORD ALLOWING THESE PIPELINES WAS FOUND IN THE CITY LAND RECORDS. SOME OF THESE LINES ARE PROPOSED TO BE RELOCATED DURING THE DEVELOPMENT OF LOTS A & B. AT WHICH TIME EASEMENTS OVER THEM WILL BE CONVEYED TO THE SOUTH BURLINGTON APPROPRIATE PARTIES. SCHOOL DISTRICT NIF 514 11.77 �73*33'1 / / 8. THE EXISTING UTILITY EASEMENT TO GREEN MOUNTAIN POWER CORPORATION ALONG THE VOL. 39, PG. 661 ' NORTHERLY SIDE OF MARKET STREET IS PROPOSED TO BE RELOCATED TO WITHIN THE MARKET i STREET RIGHT OF WAY ALONG THE FRONTAGE OF LOT A. I' / O i 1/2� t / 1.2'AG $13.2 APPROXIMATE LOCATION OF 30' WIDE MINIMUM WIDTH 46' EASEMENT TO THE CITY OF SOUTH BURLINGTON FOR ,o 211 PEDESTRIAN AND VEHICULAR ACCESS FROM CORPORATE WAY J '� / _ \ (AKA MARKET STREET) TO THE CENTRAL SCHOOL AS SHOWN ON LET B I IPs THE PLAN REFERENCED IN NOTE 1A ABOVE AND AS 183,180 SF p^ REFERENCED IN PARAGRAPH 5 OF A DEVELOPMENT / ti LOT A 930 zt � � AGREEMENT BETWEEN SOUTH BURLINGTON REALTY COMPANY / U 28,799 SF '\� AND THE CITY OF SOUTH BURLINGTON, AS RECORDED IN VOL. 261, PGS. 550565. / 1 N 29.14'31"E 1 EXISTING EDGE OF PAVEMENT L�85.008� 1 OF SCHOOL DRIVEWAY 10' I 3 I <-L TYPICAL 10' WIDE UTILITY EASEMENT TO -� / GREEN MOUNTAIN POWER CORPORATION, AS RECORDED IN VOL, 207, PAGE 510 1 \ POON TRUST, LLC. NF VOL. 780, PG. 728 27.17' N89'1749�/V -- � / Oly/y 80' wAY)As SOUTH BURLINGTON CITY \ 7 CENTER, LLC. / NF VOL. 853, PG. 222 \ 02-10-17 REVISE MARY S7 ROW (80') AND LOTS A & B I-e.Ie I es.c ps- I GRAPHIC SCALE APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW 0 w 60 130 2,10 BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF _ _ _ _, 2017 ( IN FEET ) SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID 1 inch = 60 ft. RESOLUTION. SIGNED THIS _ DAY OF 2017 BY (CLERK OR CHAIRMAN) LANDOWNER SOUTH BURLINGTON CITY CENTER, LLC C/O SOUTH BURLINGTON REALTY CO. CITY CLERK'S OFFICE P.O. BOX 2204 SOUTH BURLINGTON, VT 05407 CITY OF SOUTH BURLINGTON, VT. , 2017 -- DEED REFERENCE: RECEIVED FOR RECORD AT O'CLOCK VOL. 853. PAGE 222 M., AND RECORDED IN SLOD TAX MAP PARCEL -_ - 0450-00002 ATTEST: — CITY CLERK _ `I11111//JA TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT �'•'+ DOUGLAS DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORAfS WIT JTHE EOU TS OF 27 VSA EDTS/'bAvoF�,zo17 HENSON §1403. �i� No. 656 t =BKETCWCONCEPT Li ACT 250 REVEW ❑ PRELIMINARY 0 CONSTRUCTION ❑ FINAL LOCAL REVIEW [] RECORD DRAWING LANDS OF SOUTH BURLINGTON CITY CENTER, LLC MARKET STREET SOUTH BURLINGTON, VT Kew SUBDIVISION PLA T _— FPL- LAMOUREUX & ll K ON NOTEDCoosulNng Englneen, Inc.14 Mom Drive Ea Juncti,mVT054521 T& 802-878-4450 FLOOR PLAN va° = r-o° Do4 aeMNen Dole eeNNen Dale: Project Nam<: Sheet Number: 09-05—I1 Snyder Homes I_� n� �t �� INNOVATIVE DESIGN, INC. STREET, SUITE 104 8 CARSEX Seine: vs" =r-o° CATHEDRAL SQUARE A 1 0 4076 Shelburne Road Suitefi IDI JCT.. V ESSEX JCT., VT. 05452 Drown By South Burlington, Vermont e Shelburne Vermont 05482 PHA: (eD2) 87Y"a30 p 802"9855727 1802497.0701 . Snyoerldor i.com Fin .ma„ve8iaow�. ei File Nome: Sheet rue: PARKING GARAGE PLAN RON 0 Q Q- .0 F- 110•-2 16 _ O` 8 10 12 OI FLOOR PLAN /8" = P-o" Snyder Homes I_, 4076 Shelburne Road, Suite 6 Shelburne, Vermont 05482 p 802.985.5722 - 1802.497.0701 —.SnyderHornesV`Tcom �� INNOVATIVE DESIGN, INC. 8 CARMICHAEL STREET, SUITE 104 ESSEJCT., VT. 05452 -W: feaa) °'�-e.w Fft 812-ol IDIx E. rmgrY..�...�.nN eYtY: 09-05-I� Profct N .m.. CATHEDRAL SQUARE SDeet Number: A]1 x01Kve• =r-o° or— By. South Burlington, Vermont M N— sneer re: u FIRST FLOOR PLAN PROPOSED LOCATION OF BIALDING7WALL FIRST FLOOR 31DING MARKET STREET ELEVATION PROJECTING CANOPY BRICK VENEER f"IARY STREET ELEVATION �-- lia•• _ r-o" Oala RRW�bn Dalu n ///s= ` 1 Snyder Homes -,1.2h«hoede I--'�—ow 6oSuit 4076 Shelburne Road, Suite 6 Shelburne,2.985,5722 - f B02iant 497.0 p 80 . S yder - f 8esVT.c. m www.SnyderHomesVi.cum / INNOVATIVE DESIGN, INC. 8 SEX JCT., V STREET, SUITE 104 ESSEX JCT., VT. 05452 PNor+c: (W2) en-euo FAA: I n-e31T IDI E—A: rmawrere.o..r.eet DPIO: 09-05—I1 Protect Nome: CATHEDRAL SQUARE South Burlington, Vermont Sffeet NurriDet: A2.0 S`°'° va° =r-o° Drawn By. File NemK Sheet nu« PROPOSED ELEVATIONS OPT. #I NORTH ELEVATION 1/8• = r-a.. EAST ELEVATION ve"y= r-o• /L Sn Iyder Homes � orto rwncoehto,s home m 4076 Shelburne Road, Suite 6 Shelbume Vermont 05482 p 802,985 5722 - f 802 497.0701 w .SnyderHomesVT.com D°tr. / INNOVATIVE DESIGN, INC. DI8 CARMICHAEL STREET, SUITE 104 1/8" -O ESSEX JCT., VT. 05452 oro.° eY PttONE: (W2) W2-8170 FAX l72-flit) EmW: rmOuhaOww.nel FA,: N— Project N°me: CATHEDRAL SQUARE South Burlington, Vermont sieet Tine: PROPOSED ELEVATIONS Snent Num - A2.1 / THIRTY THREE MARY STREET, LLC N� �� � THE CONTRACTOR OR TO NOTIFY EXCAVATION. AT o/ sF DwL 1.88&DIGSAFE PRIOR TO ANY EXCAVATION. HUDSON / NT $I EXISTING MARY STREET PAVED TURN AROUND SIGN \ l 3e 1\ EXISTINGEDGE PAVEMENT I � I \ BUILDING FOOTyJRINr or 1 1 / FUTURE PHASE TO e, MEET r // BUILDTOREOUREMENTS ALONG MARY STRFFT k slmlNG / f _ I RICK MARCOTTE CENTRAL SCHOOL nHEA / -"�.� sBUR LINGTON SCHOOL scllooNdsTRDT RETNNING WAL WITH RAILING i p / SEf IING Wnl I \ ` \ fjJ PAVED PARKING LOT 60 WIDE RIGHT OF WAY FOR / FUTURE EXTENSION OF y / I \ )pt CONCRETE MARYSTREET(12.589SF) \ \ \j ,NE YORAD FOR BIKE BACK �:A BE SIDEWALK (3IN —EOv) I/ . _.__ KP MENr Sr=Eow m � � i ;�2)1o'LANb � l 1 8 GSPC `• \\ j ` \ / (r � D es T \ g sb k' / NG oor Wr i A LEGEND PROJECT BOUNDARY - - /r^..� ABUTTING PROPERTY LINE ( } EXISTING TREELINE, TREE - - — EXISTING EASEMENT 01((J--� EXISTING OVERHEAD UTILITY, POI I, ANCI IOR AA EXISTING WETLANDS _ - - - _. __ ._. _ - -312_ - - - EXISTING CONTOUR PROPOSED BUILDING PROPOSEDASPHAT ® PROPOSED ASPHALT SIDEWALK PROPOSED CONCRETE SIDEWALK PROPOSED RETANING WALLOLN'ITII RAFIILING RE PROPOSED LIGHT PE, BOLLARD, XTU STOPSIGN RM I-- I -'PROPOSED BUILDING \\ CED 1 � \ GAR0. ENTRA ICE AR \ j \ B WIDE PAVEDSDEWALK{TO BE RrPL i -- - U BY MARKET ETHEET RECONSTRUC ION) \ \ ® OasTmG ummr lAa GRE2nN ti �L MOUNTAIN POWERAORP.(VOL PAGE5091 l CENTURY PARTNERS, LP 20' �""" TO BE EXTINGUISH DACROSSLOTA NA, EXISTING UTILITY '/ 2 ( Y \ 4 MARKET STREET VAULTS/CABINETS 1 --- = �! Y` �ry �� M1 I '-411104 i ❑ SIGN II ' -� 12- __._. ` d!' i ���� 1� �-\ PORGM / G�G6gOOFS9 ) \\ `{�TJ' 0 R1 �I�% 1 - \ RFTaN/LAG ( 11 _-- 0 / CONCRETE 910EW 1'' EXI6TING CURB _ / .. j \\ _ /.. � \ - �"` r,• /\ NEW CONCRETE SIDEWALK \ (MARKET ATFiEET RECONSTRUCTION) NEW GRANITE CURB ; \ C1 \ X (MARKET STREET RECONSTRUCTION) _ \ TYPICAL" - MARKET f \P ST, - CROSSWALK PLANTED I __ STREET \ i� FX NC ^ \.O \ j TYPICAL NEW OI�STREET PARKING 1 \ .- _ __ _. TjtE _..-_. � `� � / \IMARKETS ORE ® \' STREET E%15T1NG C TO DORSETURB ... _. - ✓ ( _ F 2ryS \ SIGN R,., EXISTING CONCRETE SDEWAK DORSET.SQUARE POON TRUST, LLC NEW SARITARYSEWERSTRUCTURE ASSOCIATE $ NT (MARKET STREET RECONSTRUCTION)- NF \ NEW DRAINAGE STRUCTURE (MARKET STREET RECONSTRUCTION) EXISTING DRAINAGE STRUCTURE GRAPHIC SCALE 20 0 Tn 2B a0 B0 Ira Teal) 1 loon = z0 e. SHEETINDEX t SITE PLAN 2 GRADING 8 UTILITY PLAN 3 LANDSCAPING PLAN 4 EPSC PLAN 5 LIGHTING PLAN 6 SITE B STORMWATER DETAILS ] STORM, WATER a SEWER DETAILS S EPSC DETAILS 9 WATER DETAILS PL-1 SUBDIVISION PLAT I / \ 1 APPLICANT THE SNYDER-BRAVERNAR \ DEVELOPMENT COMPANY, LLC 1STNNG g070D SHELWRNE ROAD. SUITE 6 SHELBURNE,VT05g82 \ 'STOP SIGN \ LANDOWNER ® \ SOUTH BURLINGTON CITY CENTER, LLC P.O. eox zza \ SOUTH BURLINGTON. VT 06407 T MAROOTTE CENTRAL SCHOOL LOCATION MAP NOT TO SCNE PROJECT DATA: ZONING DISTRICT: FORM BASED CODE TRANSECT ZONET4aTS (T4 / T-5 80UNDARY TO BE ADJUSTED PER LOft SECTION 3.03(C) SO THAT LOT A IS ENTIRELY T-5) MARY STREET • SECONDARY PLANNED STREET STREET TYPOLOGY = NEIGHBORHOOD /SUPPORT STREET LOT DATA: PROPOSED LOT A= 28,793 SF(0.66 ACRE) FUTURE MARY STREET ROW • 12.589 SF I— ACRE) BUILDING STANDARDS: REQUIRED: 05% MINIMUM FRONTAGE BUILDOUT 75% MIN. IN PRIMARY BUILD TO ZONE (74) 25%MAX. IN SECONDARY BUILD TO ZONE (0'-241 PROPOSED: FRONTAGE BUILD O T-94% (178 ]' BUILT / 185.9' FRONTAGE) BUILD OUT IN PRIMARY BUILD TO ZONE • 75.3% (130-H PRMARY BUILD TOIONE / 1TB.T TOTAL) PROPOSED BUILDING BASEMENT -PARKING GARAGE GROUNDFLOOR-NON-RESIDENTIAL TENANTS I USES FLOORS 2.3. a 4 -RESIDENTIAL UNITS (TOTAL OF 39 UNITS PROPOSED) PARKING STANDARDS (T-5) FORM BASED CODE REQUIREMENTS: MA%IMUM 2 SPACES PER RESIDENTIAL UNIT 2 SPACES MINIMUM PER 1000 SF NONRESIDENTIAL NO PARKING REQV FOR GROUND FLOOR NONRESIDENTIAL TENANTS / USES < 5,000 SF REWIRE NALLOWABLE PARKING 39 RESIDENTIAL UNITS PROPOSED MAXIM OF78 PARKINGSPACESALLOWED GROUND FLOOR TENANTS /USES <5.000 SF NO PARKING REQUIRED PROPOSED PARKING 30GARAGE SPACES 8 COVERED SPACES _§ SURFACE SPACES 44 TOTAL PARKING SPACES OPEN SPACE REGUIREMENTS (TS) NON-RESIDENTIAL • 5%OF NON RESIDENTIAL GROSS FLOOR AREA REQUIRED lob% MUST BE PART OF THE PMUG REALM PROPOSED OPEN SPACE TO BE LOCATED ON NOR" SIDE (SIRING AREA 8 ENVIRONS) RESIDENTIAL • REQUIRED 60 SF PER UNIT FOR RESIDENTIAL, 20 OR MORE UNITS NO PUBLIC REALM REQUIREMENTS PROPOSED OPEN SPACE TO BE LOCATED ON NORTH SIDE (SITTING AREA 8 ENVIRONS) STREETSCAPE STANDARD REQUIREMENTS ITSI BENCHES 1 MINIMUM PER SD FRONTAGE BIKE RACKIPNiItING 20 MINIMUM PER lOP FRONTAGE STREET TREE SPACING 30MAXMUMAVFNAGE TO BE PROVIDED WITH MARKET STREET RECONSTRUCTION PROJECT 0427.17 REV OPEN SPACE CALCULATION, REV WALKWAY/ENTRIES ABR (M47-17 MARY STREET EXTENSION ABR 0316-17 60' ROW FOR MARY STREET, ADJUST SITE LAYOUT AB R Date Re islon By The- plans shall only be used for the palpose shown below: Q Sketch/Concept i3 Act 250 Revicw Q P.1mainary Q Consvudion Final Local Re'riew Record Drawing Project No. CITY CENTER — LOT A survey 146 MARKET STREET KMR DL5 ign CITY OF SOUTH BURLINGTON ABRJO/OTMERS Drawn ABR SITE PLAN DJGk" Dare 01-06-17 Scale N4L Dickinson 1'=201 Consulting Engineers, Inc. S1w,t nMnbe LDLamoureux 14 Morse Drive, Essex, VT 05452 802-878-4450 w .LDengineedng.com CONTRACTOR TO PERFORM EXPLORATORY EXCAVATION TO LOCATE EXISTING WATER MAIN AND CONFIRM PIPE SIZEIDIAMETER. CONNECT NEW W CB2 DI TO MST. MAIN AND INSTALL NEW S"GATE VALVE LEGEND THE CONTRACTOR SHALL NOTIFY "DIOSAFE' AT WE ,.ggg-DIG-SAFE PRIOR TO ANY EXCAVATION. Pftaecr eourvOARY SEWER STORM PROPOSED PROPERTY LINE EXISTING -31 SI-H WEXIST(NARY ST) NEW CBS ABUTTING PROPERTY LINE w / EXIST. M •INGNG C14 RIM • 312.50 - RI M / E3.80 EXISTING TREELNE, TREE 0 � "�..y BIN•305.BB tY PVC IN•30).84 (N) 12'PVC OUT •� ,I, "` EXISTING EDGE OF PAVEMENT 8' 8'IN • 305.B1(NEW FROM BUILDING) ITPVCOUT•30].56(S) WT•30591 NEWCBB YryvYY �1 ({ T - - - EXISTING EASEMENT / \^ EXISTING CB2 (MARY ST) RIM • 31235 - - -OH- - - - - � -9 EXISTING OVERHEAD UTILITY, POLE, ANCHOR EXISTING MARY STREET �1 \ , "' / EXISTING SMH2 MST. RIM • 311.9D S. UD IN • 3UB.0 ; PAVED TURN AROUND / / w RIM • 31228 NEW RIM • 312.45 12"PVC IN = 308.82 - - - -UE - - EXISTING UNDERGROUND ELECTRIC C 6 END CURB 2"FM IN•306.)0 EXIST 12'PVC OUT=30).96 12"PVCOUT•3011.61 "'ry L B' IN a 308.)D NEW tY PE IN 308.00 - - -UT- - - - -m- - EXISTING UNDERGROUND TELEPHONE C -"".3s 8'OUT •306.28 REPLACE CB2 WITH NEW STRUCTURE)NEWCBIO 2 RETAINING WALL I - G - - - - EXISTING GAS MAIN \ -Y._,� WITH RARING EXISTING SMH3 EXISTING CB3 (MARKET ST) R22:IC N-306.M pM�y RI WIN - 1.10 ITO PIN- 12'PVC OUT=300.)n------W---+--N-- EXISTING WATER MAIN, HYDRANT, GATE VALVE 6:IN-W.2 fYCMr PVCIN-3(TO BE ftEMOVEO) 6'IN •302.] NEW IY PVC IN•306.50 NEW CBII------5-- $- EXISTING SANITARY SEWER, MANHOLE yl TYPEISTONE _ \ \ % 6'OUT •302.6 1YRCPOUT•3NAS KIM•303.25 12"SDft35 PVC CONCRETE PAR 3WALE(TYP.) I 3i3 - -' \ / " 6'3OR35 PVC THE EXIST. 12' CMP OPENING SHALL (PUMP STATION) ------FM-- --- EXISTING FORCE MAIN y ' `..,.,INV • 309.50 BE FORMED/FILLED WITH CONCRETE 2- FM OUT (SEE - - - - - - - - - � 333 i ���_ YFM OUT (SEE DEINI. SHEET 6)---------� �- EXISTING STORM SEWER, MANHOLE, CATCH BASIN ii., 3f2 313 3131D i EXISTING CB (MARKET ST) E PROPOSED UNDERGROUND ELECTRIC CB8 9,, 1 / RIM =312.00 RI -311. T PROPOSED UNDERGROUND TELEPHONE DRY 151R 313. RIM•31-3 _ \ UD C.O. / v 1 S W A L E q i ( .T 95 \\ / T�Q W, EXISTING C95 8" UD N • 30).95 W �.N--�- PROPOSED WATER LINE, GATE VALVE 31 / ELEVS`S'14,10 (TO BE REMOVED) 15"OUT •30).90 �'7 vy\ \ INV•308.Q' � ! 3If / RIM•308.60 S PROPOSED SANITARY SERVICE / ,1 12' PVC IN • 30].2 (SCHOOL) NEW CB13 - 8"90R35 PVC 1 5'LONG DEPRESSED l .., 1Y CMP OUT•307.2 RIM•311 BO PROPOSED STORM SEWER, CATCH BASIN CURB 1 m y A - - - DM - - - - PROPOSED UNDERIN, CLEANOUT ROOF GRAIN) ( // INV- Ill - ( NEW C12 5- OUT •WIM 2 '.... I RMA32.25 17 PE OUT • 308.10 CS (MARKET) A EXISTING WETLANDS LE aO't 0 0F'r I,� TO BE INSTAL D WITH MARKET ST ,. _-, _ _ -312 --- EXISTING CONTOUR ) - / ~"\,.,,^ NEW C97 RIM •312. RIM - 310 4D (2) 6" N • 30),90 6-PVC IN=30].3 (NEW) 15'IN•30)45 (fROM C813) 312- PROPOSED CONTOUR 11 Y-- ( • / U k �" ^•-.,,,1 ,O� 1 2 PVC Irv•3pT.2 (EXIST) 15'OUT•30),42 Zt5 PROPOSED SPOT GRADE 1 1 rj1•)." /eJ // I ��/ )" / tY Pvc OUT • 307.2 (NEW) "3A 15 PROPOSED SPOT GRADE (FUTURE MARKET RICK MARCOTTE CENTRAL SCHOOL STREET RECONSTRUCTION PROJECT) ELEVII-4,15 f/// EXISTING PAVED PARKING LOT PROPOSED BUILDING 11�1J1 5��3MH2 //¢ I 'CLEANOUT PROPOSED GAS METER SEATING WALL / �JTo I 8PROPOSED ASPHALT PAVEMENT 4, \ / INVjj�ff 30T.9 NEW 12-Sol PVC 11 CONCRETE SIDEWALK / N. � PROPOSED ASPHALT SIDEWALK 314N C CONCRETE PAD FOR GENERATOR \ i jJ El 143] j t rN PROPOSED CONCRETE SIDEWALK NEW GRASS CHANNEL TO DIVERT CB) w / RUN FROM SCHOOL PARKING % ^ ® PROPOSED RETAINING WALL rD v` 1e aryl I Lor Tb NEw�]ac3e �.�� � -", / PROPOSED srorveouTFALL 11 - •` i `m �J/.B /I �\+ >/[ PROPOSED LIGHT POLE, BOLLARD, FIXTURE 11 ,. WIDE CONCRETE 13J / 13 A sl + SIDEWALK �t Z /` LL 4w1DE corvc� "v IIII . bRA+ aeLGW{sE �- c 1 B p i--SNEWALH I� UTILITY RELOCATION NOTE: ; I D r THE HIS INGEFRO ELECTRIC AM FRONTAGE MBENICATION RELOCATED TO THE AND RKETSCABLES STREET RIGHT ALONG NEW UTILITY ) �"'��� � THE FRONTAGE S ALL ARETOBERELOCATED TO THE MARKET STREET RIGHT OF WAY. ii (I 4 (fL,'� r � �SIOOI LS Willi UlILIIT COMPANY �PRC)PGSFD ESUILb� I t [ ""'J.D-GAD "FPS ,.,4 X ��\ GRQ. SW ` THE DEVELOPER SHALL COORDINATE WITH THE CITY AND THE UTILITIES ON WE TIMING AND NEW 6CL520I WATER SERVICE `r EFE-314.05 �d l 6"SOR38 PV R ALE p2 CONSTRUCTION OF THE NEW ELECTRIC AND TELECOMMUNIOATION CONDUITS AND CABLES. 081z y > +, N as1#_ . 6,4'I .v cB1 NEW 9`X6`TAPPING GARAGE = 303rm �Y a 3LEEVLAND VALVE E) 4 MARKET STREET �\ ' _ _ 5 C.IDI PAVE_ T'IA'G I.y�L \\ O NEWIYSDR35 NOTES: \ ,\\ ! 4 STEPS ^T 9Y MARKETS3f3'\\ y 1. THE CONTRACT OR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER, EXISTING ITY r -�' 1 4 i1 1 3f2 8" SDft35 PEW PVC SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING �(IL WITH THE DEVELOPER AND ARCHITECTURAL PLANS. VAULTS! Of�1�JET3 n 1� �4 /`� �pROp 'I $ UNDERDRAN OqR �\ S(a \\ \ 2 THE FOUNDATION DRAIN COLLECTION SYSTEM AND PUMP STATION ARE TO BE DESIGNED �' \ �! 1 BY OTHERS SEE PLANS BY OTHERS FOR FOUNDATION DRAIN DISCHARGE PIPING II 1 qGE CO \ SPECIFICATIONS AND LOCATION. i 4 tf .". / _ _ �� M2) a RETAINI qL` 3, PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING GRAIN, AND ROOF _0e _ • "N \ - ' W -;,^ DRAIN SERVICES FROM THE ARCHITECTURAL PLANS SHALL BE COMPARED TO THE �Y-W- - S SHOWN ON THESE PLANS. CB (MARKET) '� :f - ONGRETE REPORT ANY DISCREPANCIES TO THE ENGINEER '�\ .5 1� \ 9L ELEVATION OF THE COLLECTION MAINS AND SERVICE \ O \ IBIINO C�� I-XISTINO CURB _ -�- -�. E% / I \ \ I "� -lf 2 l 1' �r - \ \ \ �� \ \ \ \ 4. COORDINATE THE SS STEPS A THE SIDEWALK ENTRANCES TO EACH BUILDING WITH L.D. C.O. \ � ~ \ THE OWNER UNLESS STEPS ARE PROPOSED THE MAXIMUM SLOPE ON ANV SIDEWALK \ / APBROkIMATE LOCATION INV - 303. \ SHALL BE LESS THAN 5%. \ \ -J OF EXIST. ELEG CONDUITS I', - \ - �S� REMOVER E CURB ry AT NEW DRNEWAY 0 APPROXIMATE TELECOM O FIGNCONDUITS OF.. �• ,,; _- 3) I ` � ' ,J. 5. PAST VED PAT DETECTABLE.ATCR WARNING STRIPS SHALL DI INSTALLED ALL NS NOTED O AND O. EXIST TELECOM CONDUITS 'L".y// 0 0 `'- PAVED PATHRAMPS,AT CR0TECTABLE AND WARNING STRIP SHALL NOTED IN THE \/.�A PLANS. T PAVED PATHS, DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN CONCRETE. '_ APPROXIMATE LOCATION EXISTING HVGRANTTDB ttPICAL CAST IRON DETECTABLE I \ \^' RELOCATED BY MARKET I OF EYISLyG W DI WATER WARNING SURFACE AND 1 \\\ - --- STREET RE CONSTRUCTION ��+ NGC \ �� ^ L 6. WHERE EXTERIOR STEPS ARE SHOWN, THE CONTRACTOR SHALL COORDINATE WITH THE DEPRESS CONCRETE CURB \\i - �Y ORe 11 GF�\ \ DEVELOPER ON THE SELECTION OF AN ADA COMPLNNT HANDRAIL. 3f2 ^1 �y UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES O Y. REFER TO ' � m l DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION CB3 3Ye 1Y SOR35 PVC ~ \\ 1 1 ) 1 8. A SAFETY BARRIER (FENCE OR TIGHTLY SPACED PLANTINGS HALL BE INSTALLED �. //6 51, T. Jl�. '\? 35T \ \ TYPK.AL MARKET STREET 1 SHAI-ALONDETERMNEDE TOP OF TAINING BYWE DEVELOPER ATTHE TIME OF COUCTURES. THE TYPE AND NSTRUCTION. TION OF BIER FINISH GRADE RECONSTRUCTION SIDEWALK SHALL 9. THESE PLANS PRESENT THE LOCATION AND TYPICAL HEIGRTOF RETAINING WALLS ON PICAL NEW ONSTREET PARKING .i'A' P' l -P• , y THE SITE. THE DESIGN E THE RETAINING WALLS IS TO BE PERFORMED BY OTHERS IN (MARNET.STREET RECONSIRUCTION)�.�� '\ CONBULTATpN WITH THE DEVELOPER. NEW CONCRETE SIDEW EXISTING ONCRETE SIDEWALK ALK..... v \ II C10. ALL PIPE SLOPE$ MEIN FEETIFEET. \ hX / (MARKET STREET RECONSTRUCTION) J \ B4 REMOVE AND,REPLACE EX ISTING Ii ~ CONCRETE CURS FOR NEW PIPE OB-0i-1T ADO STONE SUMP T INLET TO ORV SWALEI A. ' A ' ^X EXISTIMENTRVTOBLUE I I NEWSANITARY SEWER STRUCTURE ��� CON NECTIONTOCATt;HBASINI� A MALL PARKING AREA ) 11 (MARKET STREET RECONSTRUCTION) \\\ \ \ A t \ `() 05-0 17 REVISE CBS ELIM UD IN DRY SWALE I AM IW27-17 REVISE WALKWAY9IENTRIES AM NEW DRAINAGE STRUCTURE\\`� t1 (MARKET STREET RECONSTRUCTION) \ "�\ , �i \ 1 / 03-20.1] MARY STREET EXTENSION WTH RELATED STORM 8 WATER AM u s �• \ i { / ({ 03-1617 80'ROW FOR MARY STREET, ADJUST SITE LAYOUT AM EXISTING DRAINAGE STRUCTURE\� \ Date Revision By plans shall only be Iced for the p npow shDwn Nl- v 3ketcNConcept Q Ac125OReviaw Q Preliminely Q C-lan tmn \\ L314.6s \ \\ \� I\- ;'/ Final Local ReviewQ Recmd fhnwlrg P%Iecl No f CITY CENTER - LOT A S�i 146 MARKET STREET KMR ,;;;I CITY OF SOUTH BURLINGTON Design orHERs \ \i GRADING & Ch ked SMH DG ,r3�\ UTILITY PLAN Date GRAPHIC SCALE po Scste O 20 0 10 20 40 Bo tE y\\ t Lamoureux Dickinson i"=2B Consulting Engineers, Inc. Sh tolonner 14 Morse Drive, Essex, VT 05452 M faeD since=soh. ,:,�\ %y . " w%vw.LDengIn \•. \ � ,/ / �e www.LDengineering.com / a. �f (V / / / THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT 1. MW-DIGSAFE PRIOR TO ANY EXCAVATION. �CO / j / tC0 1 CO 10 JV (5'O.C.) / AF SOIL SPECIFICATIONS FOR PLANTING AREAS PLANTING SCHEDULE FINISH GRADE ' S' TOPSOIL WITH A TEXTURE OF FINE SANDY AN CAN, ORGICMATTERCONTENTID-15% kdFIIv BV DRY WEIGHT, PH 6.0. 7.D. NO STONES k"ss LARGER THAN 2' IN ANY DIMENSION. AND NOTMORETHANI6%GRAVELBYVMUME ADDITIONAL SPECIFICATIONS h. 1. USE SOILS WITH OF, _ ,BRUADMIXTURES SUCH AS REFUSE, ROOTS, BRUSH, STICKS, WOOD SUC WOOD CBLE HIPS, STUBBLE, AND OTHER UNDECOM OR ORGANIC MATTER OR MATERSLS THAT _ TO WOULD BE DERUMENTLL TO ME PROPER DEVELOPMEMOF PLLNr GROWTH. 2. TO ASSURE THE GROWTH OF TREES, SHRUBS, OTHER PLANT,, THE MIN. % OF COMPLYING 2B' SUBSOIL WITH A TEXTURE FINE SOIL MUST NOT L ILL NEED O. ANY MEP, OF INADVERTENTLY IN COMPACTED SOIL WILL NEED TO BE ACTED USING A SOIL MATERIEL R GANIC MATTER CONTENT SANDY LAN CAVATI AND WITH LINER CHISEL PLOW, OR SV V SOIL IT WITH L LESS THA 10% BYGERTHAN T 6.0- T DRIVE TON AFTER EQUIPMENT UNCOMPACD ORSOIL. DO DECOMPN T DRIVE E TING O WEaFI HASBEEN PLANTING OFESSUREO OR DONE Y T,O, NO STONES LARGER THAN 2' IN ANY ONES IN MAY LANDSCAPING MAY BE DONE USING LOW GROUND PRESSURE USING LO 41, 10 k. 1100, as k 4� Z ` I /1 IM ..:� I VAULTS, TO 'M 'E Lip f� 1 r� , ONE CENTRAL LEADER - TREES WITH CO, OMINANT LEADERS SHALL BE REJECTED A \ ORIG•ML SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE'SOL. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" i \ LIFTS TO BRACE TREE DO NOT OVER NTING COMPACT. WHEN THEPLANTING HOLE HAS BEEN SACKFILLED, FOUR \ I SET TREE SO THAT ROOT FLARE M JUST VISIBLE ABOVE SURFACE WATER AROUND THE ROOT BALL TO SETTLE THE SOL. / ROOT BALL MODIFIED AS REWIRED TO CORRECT GIRDLING ROOTS OR LOOSENED SOIL: DIG AND TURN THE SO L TO REDUCE COMPACTION 4" HIGH X B' WIDE ROUND -TOPPED tea'\ TREE TOO DEEP IN ROOT BALL TO THE AREA AND DEPTH SHOWN SOIL BERM ABOVE ROOT BALL FOR PLANTINGS ON SLOPES: ROUND -TOPPED SOIL SLOPE SIDES OF LOOSENED SOIL (P SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL BERM \ BERM 4• HIGH X It' WIDE ABOVE ROOT BALL SURFACE TIP SHALL BEGIN AT ROOT BALL / SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FORBRMESMALL BEGIN AT ROOT BALL PERIPHERY..ON LEVEL GROUND, CONSTRUCT P LAYER OF GROUND BANKPERIPHERY. K OR WOOD CHIP MULCR NO PRIOR TO MULCHING, LIGHTLY TAMP / BERM MOUND ENTIRE ROOT BALL MORE THAN 1"OF MIALH ON TOP OF ROOT BALL. SOILMWND THE ROOT BALLdB' LIFTS TO BRACE SHRUB. DO NOTOVER- ' � \ \ 4-1-A ROFGROUNDBARKORWOOD CHIP MULCH. NO MORE THAN V OF / RA FINISH GDE COMPACT. WHEN THEPLAMMG HOLE HAS BEEN BACKFILLED, FOUR WATER AROUND THE ROOT BALL TO MULCH ON TOP OF ROOT BALL. SLOPE SIDES OF LOOSENED SOK. \ --.�1{: SETTLE THE SOIL./_\ !.� SMH3® ROOT BALL SIZE SHALL L003ENEDSOIL DIGAND,.III \ MEET ANSI Z601 TURNTHESOILTOR DUCE II COMPACTKK4 TOTHE MEA EXISTING SOIL / \ \ EXISTING SOL CURRENT EDfTN)N FOR TRUNK CALIPER SUE I i; ANDOEPnI SMOWII 1'- / BOTTOM OF ROOT BALL RESTS ON ROTTROOT BALL �Bx IHE WREST DIMENSION OF ROOT BALL I%IHE WK)EST DIMENSgN OF ROOTBKL� EXISTING OR RELOMPPCTED 90L OOF RESTS ON EXISTING OIL RECOMPACTEU SOIL 3 K WIDEST DIMENSION OF ROOT RALL TREE PLANTING DETAIL SHRUB PLANTING DETAIL Rry I BPMNk.1 N are C.—Name Sins RraeaNM Medf m La T e. Al r.s/F (.al.on Celebrarmn Maple 2Io2111-('a1- B&B 9N Ju n' I1 R'ver R-1 2• W 211'" 1.1. H&B CO 1, M -J Y ' riA, (`mmmon Hvc-" 2" W 2 112" 1.1. B&B S rx! _Sfennu Glan SKuna Glan Mepk 2112"m 1-1'u1- B&B Po PMmnw uttidrn'4lie Amm®S— 21.-ro 1.1, B&B OR (ArmuM1rmbrr swamp WniW (lak 2In' W]"CPI D&O OR V ue rv(w NOMem Rcd Uak 2In. W]"Cd B&B " I I d odjxxm la Wi lk. l awda abdl nmc a (+fnnr n r nu n bmnching kighl an mcwurcd fmm Ac I 2 R 1 « s w th co-dommanl levders 1 T«ea aM1ell be arnglc-wpm ned Swd/7 es AL 1-1 AlkglranySmiccncrry 2-1n212-1.a1 M. d NJ Pagoda LNP— 1 In- W 2- (el. B&B egua l( : J r Thvmleu C«k", EN— 2" W 2 V2- ( nl. B&B N amrll 1 R- wdRhh—I 11/2• W 2" L B&B JV Junlperw Weg ( Emnm Rod Code' 4' 61-16g11 B&B TO TFu/a u«id—h, 'iRru NNdknl Wale Cde' 4'-W Heigh, B&B sh-6, M A-1. o 'Itrww 9rlUlomfulmri Red Chvkch ry I I, W 24" Ncight (. AM Amnla mrlarWearya'PIAArg' Black(Tmksbeny I S- . H.i.hd ( - AP AeaaluvTW Rnge H,dd&meh R k.W 1 R• W 24" He gh [. (:B (wWRa /m Aner(an HmelnW I8"10 24"He C-1111 CL CIN,ra aAJ(d Jh h Sp' Summmu«I 18" W —ildha - COdUfflUr CS C—daae CJ" 1 Red OsicrU E—f 18"W24"11.8h C •— N fl«nrnl lb R 1' winWhmyIfnrolel IR"W24 He,t C uv Ilm Iki rwm TI 5 F Gnrdeawai W'nWrhrry lman) 18"10 24•HeiBhl ('omi zr LB GnJ.ra F.n nin Nonbem Spicebu:h I8"W24•B409 lCdaaI Perenade/e (71.1 e B' , o l" R/ An i BN IN. 121P n r x IT, ('mrr Avn Oak 11ug(2) 1kn112•,W«nm131 PA S 111.(2) Plan 1x SS l J 9and1 O,ulion L BI PN Pla I8 C tN N. /J' .5rrrl Ird PI. 3 P.11 I' '1) y ,lu,l A.u-ila rls Pml is Dro +.ul 'IIR2 Pla .i.rlJ W /JPowen' n(' A oil is ranadrvi� Rcd(.wlbi« M 2 4 M AnwaW AuPriubTtl Thmdkaf Bl,rcna' PI 2 4 AT / aa'ur — Bwo Milkwttd Pail is, BA B 'I IM —m W'HIMio P (2) a CY Cl:. 'rg r✓Ir G Ids Plug (2) q EP - Pu neDmver Pill, 2 0 OF L J: Barn S akc Th 2 4 GM 1 WTAGc HN.C, 4 It F J R n N. Al-- PlI (2) 1 .1 l I I I' r Wild nn I, (2) 4 I / ( Su rdm c Plo 2 4 Fox lout B,,Mw uv Plu 2 4 /I k I J C IJ , BlackSmen PIu (2) 4 S( l M Saf C uda G.1,I Plu (2I Hit SE 5 M nro'Ar 5rowfhrm' Hah Ad" M 21 141 SL 1 N ur rA,m laew 8/ueAiN S—Aster Mu (2) 14 SO S IpA I nl gi I m RalHon'a r Aram IN.(21 HI I. P h pl d 8 dahruba ere ureNlled.M d n and anruM1 roptballx. 2. U Nlly d 2 a4 by d«p kMerapc pluga(M T bn N MCWek NWacdn to do ,><(. I':1. Pm" M N W MN - -W) Di 4. w:Nfloxln W 611 in bona-av pl gene. Q.wca el eu,. IspxWg,rndwvy auorlW. 0BU1-17 DEL. CHOKESERRV TREE REPLACE WITH HAWDIORN ABR 0S300.17 REPL SYCAMORE W/ CELLaM MAPLE, CHANGE ABLZ TO CEL ABR 0F27-17 REVISEIPER CITY REVIEW/GENBCREENINGI WALKWAYS ABR Date Revision By These plans shall only be used for the purpose shown below: p Skewh/C...pt 0 Act250Rcvicw p Preliminary p constroeeten Final Local Rc,icw 0 Record Drawing Project No. CITY CENTER - LOT A ';5'1ey 146 MARKET STREET KMR gH ABR/ H WOTHERS CITY OF SOUTH BURLINGTON LANDSCAPING 0""' ASIR Checked PLAN DJG Date 01-06-17 Scale &Dickinson 1•=20• Consulting Engineers, Inc. Sheet nambe, LoLamoureux 14 Morse Drive, Essex, VT 05452 802-878.4450 sIW W.LDengineering.com C�� SET TREE SO THAT ROOT FLARE IS JUST VISIBLE ABOVE SURFACE ROOT BALL MODIFIED AS REQUIRED TO CORRECT GIRDLING ROOTS OR TREE TOO DEEP IN ROOT BALL FOR PLANTINGS ON SLOPES: ROUND -TOPPED SOIL BERM 4" HIGH X B' WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 210'. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. ON LEVEL GROUND, CONSTRUCT BERM AROUND ENTIRE ROOT BALL. 4- LAYER OF GROUND BARK OR WOOD CHIP. LCH.NO MORE THAN V OF MULCH ON TOP OF ROOT BALL. \ \ OR I 1 ISSN I' �1 10B t S 1tN•ILvm- �---t AF 1 OR / r —1 OR A / 1 F / I / T— I — t NS /E THE CONTRACTOR SHALL NOTIFY'DIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. SF DWL Ico 1co tOJV (5'O.C.I / AF / A� b\ m SOIL SPECIFICATIONS FOR PLANTING AREAS B' TOPSOL WfTH A TEXTURE OF FINE SARDV FINISH GRADE LOAM, ORGANIC MATTER CONTENT 10 -15% BY DRY WEIGHT, PH 6.0- 7.0, NO STONES LARGER THAN r IN ANY DIMENSION, AND NOT ACRE THAN 16% GRAVEL BY VOLUME ADDITIONAL SPECIFICATIONS 1. DO NOT USE SOILS WITH ADMIXTURES OF UNDESIRABLE MATERIALS SUCH AS REFUSE, ROOTS. BRUSH, STICKS WOOD CHIPS, STUBBLE. AND OTHER UNDEC(WPOSED ORGANIC MATTER ON MATERIALS THAT WOULD BE DETRIMENTAL TO THE PROPER CEVELOPMENT OF PLANT GROWTH. 2. TO ASSURE THE GROWTH OF TREES, SHRUBS. AND OTHER PLANTS. THE SOL MUST NOT BE COMPACTED. ARY AREAS OF INADVERTENTLY MIN. 38' OF COMPLYING COMPACTED SOIL WILL NEED TO BE DECAMPAGTED USING A 23'SUBSOIL WRHA TEXTURE OF FINE SUBSOILER. CHISEL PLOW. OR BY EXCAVATION AND REPLACEMENT SOIL MATERIAL SANDY LOAM, ORGANIC MATTER CONTENT WITH UNCOMPACTED SOL. DO NOT DRIVE EQUIPMENT ON SOIL AFTER IT LESS THAN 10%BY DRY WEIGHTp118.0- HAS BEEN PLACED OR DECCMPACTED. PLANTING OF SPECIFIED T.O. NO STONES LARGER TWIN T IN ANY LANDSCAPING MAY BE DONE USING LOW GROUND PRESSURE DIMENSION, AND NOT MORE THAN 15% EQUIPMENT, AT A TIME WHEN THE SOIL IS NOT EXCESSIVELY MOIST. GRAVEL BY VOLUME 3. SOLLS WITHIN THE FULL SPECIFIED DEPTH SMALL HAVE A BULK DENSITY NOT EXCEEDING 1.5g—, AND SHALL EXHIBIT THE FOLLOWING CONE PENETROMETER READINGS TO THE FULL SPECIFIED GEPTH: -TOPSOIL - LESS THAN 110 PSI (T.T NW ) -SUBSOIL-LESSTHAN260PSI (18.3kq ) 4. ANYCOMPOST THAT IS USED TO ACHIEVE THE ORGANIC MATTER REQUIREMENTS OF THE TOPSOIL SHALL HAVE A CARBON TO NITROGEN RATIO BELOW 25:1. S.SOIL QUALITY AND DEPTH SMALL BE ESTABLISHED TOWARD THE END OF CONSTRUCTION MO. ONCE ESTABLISHED. SI WL BE PROTECTED FROM • ;�"'a' ;�:.'�:.'.�.^ ;�.' :�." GOMPACTION, EROSION, AND OTHER INFLUENCES CM ETRENTAL TO THE ROCK OR NON -COMPLYING SOIL GROWTH OF THE SPECIFIED VEGETATION. RICK MARCOTTE CENTRAL SCHOOL PAVED PARKING LOT w ••-a " GRAPHIC SCALE `� �- ZO 0 10 20 /0 81 (In last) 1 Inch � 20 R —ONE CENTRAL LEADER -TREES WITH CO- DOMINANTLEADERSSHALLBE REJECTEO ORIGINAL SLOPE SHOULD PASS THROUGH THE MINTWHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN W LIFTS TO BRACE TREE CO NOT OVER COMPACT..MEN THE PLANTING HOLE HAS BEEN BACKFILLED, FOUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. ENED BOIL: DID AMD TURN SO L TO REDUCE SOPS SIHE DES AND DEPTH SHO SHOWN N 1 3XTHEWIDESTUIMENSIONOFRDOTBAL 1 TREE PLANTING DETAIL �I�.j G \ \O ; TyY c4ge\ MgRK�Lg `\ �FET �s W ILb 4' HIGH X 8WIDE ROUND -TOPPED SOL BERM ABOVE ROOT BAIL LP SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM Iz, SHALL BEGIN AT ROOT BALL • t; 4' LAYER OF GROUND BARK OR CHIP MULCH. NO PERIPHERY' PRIOR TO MULCHING, LIGHTLY TAMP : MOREORE THAN 1' OF MULCH SOIL AROUND THE ROOT BALL IN B' .}_ •, ON TOP OF ROOT BALL LIFTSTOBRACE SHRUB.DONOTOVER- _`° COMPACT. WHEN THE PIANTING FINISH GRACE \ HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SLOPE SIDES OF LOOSENED SOIL SETTLE THE SOIL. �.� ROOT BALL SIZE SHALL LOOSENED SOIL: DIG AND `\ MEETANSIZ60.1 TURNTHE SOILTOREDUCE �— EXISTINGSOIL CURRENT EDITION FOR ''- TRUNK CALIPER SPT COMPACTEO TOTHEARFA AND DEPTH SHOWN BOTTOM OF ROOT BALL I BOTTOM OF ROOT BALL RESTS ON RESTS ON EXISTNG OIL I 3, WIDEST ON EXISTING OR RECOMPACTED SOIL RECOMPACTED SOIL OF ROOTT SALL BALL SHRUB PLANTING DETAIL SPACING VARIES SEE PLANTING SCHEWLE PERENNIAL 'PLUG -TYP.) 'THICK SHREDDED HARDWOOD MULCH MATERIAL ... MEETING SOIL .•., _, , t -_. , SPECIFICECIFICATIONS w. PERENNIAL PLANTING DETAIL 1 SAVEB PROTECT IJI// J'r'r"\,X EKISTMGTREE\ PLANTING SCHEDULE KeY 8.eank.(Name Common Name si. Remarks m w La a Tim Aaxf moan Yelraw Celebmlbn Maple 2-t.21a'(11. B&B BeNb nlgm'Ye llle' Riv,Riwh Ym2 or— B&B Cebtr arldemall.'Pmine Hide' Common Nuckbcrty 2'w2In-Cal. B&B ENS AmxJnemanil S;mm Cden' Skma Glcn Myk 2In' m3"GI. B&B QuemarMmbr Bwvmp whim Cak 212B&Dpaemuruba Nonhem RMOah 2Ia'm Y" m B&B I Trcee PlamM Mlvicem to sinewulkx anarovds J 11 have.bf-minimum brunching height, rxvnarca rmm lhv nvekd suHa4e 2. Rejm tiro wnM1 ro-0omimnr leaden. 1. Tnes shvllMsngleelemmM sm.0 T_ AL Awrlan0lier bevy 5nonrlavC Alkghany Servinberry r.21a-1, B&R CA C oleemlHrlla Yagoda Uogwaod Ila"m2"CM. U. CC Cralaeg, crveealh V'wader' ThaM,u Cocky, W—1 2'm 2 In' CA. B&B RV Hamarnells Wrglnlana WnchIlAml IIn-Kl2"Cal. B&B JV I—— Nrgmlww Carwenll' E,Km Rea Cc 4'-6.6'M MIS TO h;a,r•ridenralk'Nlgm N.—white Cedar 4-6'Hmghl B&B Shrubs AA Amniu am I/ ll B 1l' Imo' Red Chokeb,ry Itl"wN Height C cr AM Ararb Blak,—ebony Itl'ro 24'Heighl l AP Aerculur Pu 111 ge Bortlebmdt B,kcyc I R" W 24He ght CB C'aJY,a a Arwncm Hveln, Ia-M 24-Hem CmMva CL Ck1Ama1,fW Funv SpkY, Summenwen IS'1o24"Height Comnnar CS Can, arHcea V mlml' RMOncr llw i S-N"HOIN C.wincr IV Ikx rYrNcFbla'MnlerRH" WwwrMry(femak) 18"m N-..lb, Coami,r 11m llrs anlJlfafn SauMrrn Genllrmun' WinmM:nyl-10 Itl'1.24"NerPpt ('onuiner LD Liadem dacoln Narhuo Spiuebrxh IB"m N'McigM Cov®net Perennials Grosses B Br urvlr,ua " ' to nm 1 PI 1 CP Carer ensrlvunrw Oxk SMgca Plug(2) Pill 12'un cenar(3) PA Panlruw Sae Mrwb Sr PI z — 18'a — J $S SrhEath SanJln Ovallxn' Li I BI m Plu 2 Plant ltl on Pcnler 3 SN A,e uv NMixn Frc(' IRA' PN 2 PUvt IB'ao ern,l 9H Ica Aerrrole - Pnxic Oro J PI 2 PIwl 18'on erntrn 3 WildJl.— AC A xll la rnnadrnry Rea L:olumbi, ...121 h41 Awmrla nnhrirnrll TluaMlenfBlueemr Phi 2 4 AT A.ck liar wM rrrrn B,NrOy Milkwttd P1.(2) 0 BA Bu bla 'Pur dr.TmraFe' w.w-1 Nu 2 4 CV Chlw e m Wglnianum car. amrmle G.M Mug (2) 141 EY Eralnacea rw urea'NuA Swi pu cCo fl—, PI - 4 OF Grum p aroldev Barnet Suewbc Plu 2 4 GM Gemniumm,ubmm W.w Gaewn m 2 d MR I Hrurhera rrrhordwnli Richvrawna AN— PIu (2) 14 MP Aonardo awlwa Ybue Grua WIN urtml P (21 4 OF Orwrlhrm inlhv.u'F'Imwrar' Bu N 2 4 PD Pemlenrpn dl ll.l0 Hwan Fed' Fua Ions Ilrurawn RF FwlNx#w p4lul •GMbmmi BMck cd Sawr PI 21 4 SL Sollda o nnoHJ'Salur Caoade Goldenrod Plu 2 4 SE S rWHrhuw nlmldry SrowFlwrv' Hcmb AMcr M E 0 SL Jvm,h r+lrrcaum /arvr'Bluehird' Smash Anmr Plu 2 4 SO .AmlAn'ualcAum o6bn81p/lum 'Fo1Wm1 fawHle' Aromatic nrnr Plug(2) (4) I. Per Way to be plent..b tnm nM sM1nbs art im(M. Doiwlalelurh lnerna ehrvbranbnll. 2. Uxt'ully mamd,i"aS,a by S"neap leMmapc plugs (as available from Noah Crock Nuncrics.I<McnM1crµ PA, Prairie Moat Nwxrv. Wixooa, MN, a NuM) J. Dii Brwn clo Ptanliuga^A 4. WilNfill i. Scic. gnsan etarnminlrnrapncNtl,reminurly aurr,nN. Q CONSTRUCTION TRAFFIC BARRIER THE CONTRACTOR SHALL NOTIFY "DIGSAFE' AT EXISTING IMRYSTREET / MARY STREET (NORTH TO WILLISTON ROAD) SHALL NOT BE USED FOR ACCESS DURING 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. PAVED NRN MOUND / OR FOLLOWING CONSTRUCTION, EXCEPT FOR EMERGENCY VEHICLES. ATEMPORARY / I / CONSTRUCTION BARRIER (CHAIN LINK FENCE OR CONCRETE BARRIER) SHALL BE INSTALLED AND REMAIN IN PLACE UNTIL THE NEW BARRIER GATE IS COMPLETED. THE TEMPORARY CONSTRUCTION BARRIER LOCATION WILL VARY DURING CONSTRUCTION, SUBJECT TO COORDINATION AND APPROVAL BY THE PUBLIC WORKS DEPARTMENT. TEMPORARY STAGING / STORAGE AREA l THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO SELECT AN AREA FOR ACCESSING THE WORK SITE AND FOR STAGING, PARKING, 312 ,,, AND STORAGE DURING BUILDING CONSTRUCTION. THIS AREA SHALL �\ \ HAVE A TEMPORARY STABILIZED SURFACE (CRUSHED GRAVEL) DURING SITEWORK AND BUILDING CONSTRUCTION. COORDINATE WITH THE — _ \ OWNER ON THE ACCESS AND TIMING OF THE CONSTRUCTION OF MARY STREET, NEW DRIVE, AND PARKING AREA. ...�.. I1 I I t 11 I T /j RICK MARCOTTE CENTRAL SCHOOL PAVEDPARIWG LOT $I 8A� /j 1111 i 11 \ h ^ F FROM PARKING 11 I NUN SCHOOL rt I LOT NEW CATCHBASIN 1 1 \\/ 11 11 I PROPOSED BUILDING 111/I \I \\ 312 JII DRY awALE , 6 MARKET STREET EPSC LEGEND aq LIMRS OF DISTURBANCE SE.T FENCE OR EROSION LOG (IT DIAI \ Jo 7 O0.ETE StOEW p \ BTABILI3ED CONSTRUCTION EXIT \ - _ `\ ` t _ EROSION MATTING M C `ZZ _ ` ST�\ 312 ^\ NEW PAVEMENT OR WALK l CB WLET PROTECTION /� TEMPORARY STABILIZED WORN I STORAGE AREA EXISTING CONCRETE SIDEWALK \\ Ilk ))) EXISTING DRAINAGE STRUCTURE \ \ \ 1 Date Re.,'ision By \ \ , ,i ( These plan.,shal l only t wd ho the purlwsc sh— hcluw: EROSION PREVENTION AND SEDIMENT CONTROL PERMIT REQUIREMENTS \\ I p Skewh/Cowept 0 Act25011 rim PRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALL OBTAIN CO-PERMITEE COVERAGE UNDER GENERAL PERMIT 3.9020 WHICH \ \ \ I CS Q Preliminary O Construction REGULATES STORMWATER RUNOFF FROM CONSTRUCTION SITES. \ \ � Final Local Review Record Drawing THIS PROJECT QUALIFIES AS HAVING A LOW RISK FOR IMPACTS TO WATER QUALITY, BASED UPON THE FOLLOWING: \ 11rojccl No, A MAXIMUM OF 14 CONSECUTIVE DAYS BEFORE DISTURBED EARTH 13 TEMPORARILY OR PERMANENTLY STABILIZED. \ CITY CENTER - LOT A S� y A MAXI MUM OF 2 ACRES OF DISTURBANCE AT ANY TIME \\ 146 MARKET STREET KMR THESE CRITERIA FORM THE BASIS FOR THE LOW RISK DETERMINATION. ANY CHANGES TO THESE CRITERIA REQUIRE THAT THE RISK \ Deign ANALYSIS BE RE-EVALUATED TO DETERMINE IF THE POTENTIAL RISK TO WATER QUALITY, AND THE RELATED PERMITTING \\\\ \ CITY OF SOUTH BURLINGTON ABR/OTHERS REQUIREMENTS, HAVE CHANGED. O \ \\ \y / \ Drawn THE CONTRACTOR SHALL REFER TO THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL MEASURES \\\\\ �\ \\ EROSION PREVENTION & Checkea TO BE IMPLEMENTED ON THE SITE. AT A MINIMUM, THESE SHALL INCLUDE: \ \ \ - MARKING THE LIMITS OF DISTURBANCE TO PRESERVE EXISTING VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION \\\\\ ` gMHaDUG — \\\ y,� SEDIMENT CONTROL PLAN - LIMITING THE DISTURBED AREA TO THAT WHICH IS ACTIVELY BEING WORKED \\\ \ \ : � 01-0&17 - INSTALLATION OF STABILIZED CONSTRUCTION EXITS - GRAPHIC SCALE INLET PROTECTION AT ALL EXISTING AND NEW CATCHBASINS \\ p scale - INSTALLATION OF SILT FENCE ALONG THE DOWNSLOPE PERIMETER OF THE DISTURBED AREA AND AROUND SOIL STOCKPILES 20 o Io 20 so ED \\ �0 \ Lamoureux & Dickinson 1" = 20' - PLACEMENT OF EROSION MATTING IN CHANNELS. ON ALL SLOPES 3H:1V OR STEEPER, AND MULCHING ALL OTHER \\ \T Consulting Engineers, Inc. Sh., —k, DISTURBED AREAS - 14 Morse Drive, Essex, VT 05452 SWEEPING PAVED AREAS TO REMOVE SEDIMENT - APPLICATION OF WATER OR DUST SUPPRESSING AGENT(S) IH lea0 802-878-"50 4 11—.2D a. \\ \ www.LDengineedng.com s T 1.1 m 0 .0 0 a.o a.o .0.0 a .0 .0 ,O. 0 .0.0 a '0.0 ,O.o .0.0 .11-13 .0.0 d .0.0 .0.0 .0.0 .0-0 a. .0 o., a. i a. a o.a a.o o. a- a.a a. a X . 4 .0.2 .0 .o.a o.o Oo ,o. o .o. a a. a ,o. o .0. 2 .0 0. r .0.8 .0.7 0 a o.a a. 0 a. 0 a. 0 .0.0 .0.1 o. .0. .1.2 .1.6 1.9 .4. .a.a a. a a.a o.o o. a o.a a. i ,a. 1 4 .9 12 7 .3.8 a. o a a. a. x.o ma a. a 0.0 ,13. I ,0. 2 .1.2 1 '7.7 .0.0 .0. 0 ,0. 13. .13. 1 2 O1 .0.2 .5 1. 1 a P X. a. .0. 3 2 .0.2 .5 a .1. G.0 .0.0 .0 .11 1 .0. 4,7- .9 .0.3 .0.2 .0.3 Q. .0.1 A .. a .4 . .0 .4. .3.7 ,0. 3 .0.1 .0.4 ,0. 2 .3 a .0.0 .0.0 .0.0 0.2 .7 .2 6 .0.2 .0.1 .0.0 .0-13 a. a ti .0 .G. 0 ,0. .0. G a. .0 LIGHTING SPECIFICATIONS LEGEND DESCRIPTION LAMP TYPE DISTRIBUTION TYPE MOUNTING HEIGHT FAR ALE-105 WATT, 40_ TYPE IV CUTOFF 18 FT POLE MOUNT -11 HAS YtPLED2BNNC m -TT. 4000x WALL MOUNT CUTOFF 12 FT WALL MOUNT GRAPHIC SCALE 20 0 10 i0 40 IT (In reaq ALED4T105N ha-_ 0 .0.0 a-,& .0 .13 .0 O .0 . .0.0 .0. -A'D .0.0 .0.13 .0.0 .0.11 .0.11 .0.0 .0.0 .0.0 .0.0 .4 .0.1 .0.0 A .0 .0. .0 .0.13 .0.0 'D .0.0 .0.0 WPLED26NIPC u:; . Z� SEE PLAIN FOR TYPE & NUMBER OF FIXTURES 7 PER POLE 1F LIGHT POLES ARE GREATER CONCRETE 24' DLA. THAN5' FROM PAVED AREAS. OR FOOTING2' FROM CURBED AREAS, ME FOO NG HEIGHT CAN BE REDUCED TO 6' ABOVE FINISHED GRADE SEE ELECTRICAL LAYOUT BY OTHERS FOR CONDUIT REQUIREMENTS NOT ME CONTRACTOR SHALL COORDINATE WITH ME OWNER MD/OR ELECTRICIAN ON ME ELECTRICAL DISTRIBUTION SYSTEM FOR THE PROPOSED UGHTING. POLE MOUNTED LIGHT DETAIL N. 0-17 1 REVISE LIGHTING PER MODIFIED SITE LAYOUT A.rR Rc� ision y I hew plans shall only be used for the purpose shown bd-: 0 Sketch/Concept [::] Act 250Reim 0 Preliminary ED C-trued- W Final L=1 Rt,Vic, Ej Record D.-g ft.ject N, CITY CENTER - LOT A S"r"e'y 146 MARKET STREET KMR D-g.ABFIJOTHERS CITY OF SOUTH BURLINGTON Dr- LIGHTING ASIR Cheek,,d PLAN DJG Tie 014)6-17 Scale 11 DiCkinson Consulting Engineers, Inc. 1" = 20' Sheet number LDI-amoureiu. 14 Morse Drive, Essex, VT 05452 802-878-4450 5 vmv.1-Dengineering.com GENERAL CONSTRUCTION SPECIFICATIONS 1. ALL WORKAND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESE PLANS, 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY ASPHALT TREATED FELT TO BE UNDERGROUND LINES. THE CONTRACTOR SMALL NOTFY`DIGSAFE-AT 16 DIGSAFE PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINE USED BETWEEN SIDEWALK AND CONCRETE CURB. THE ACTUAL LOCATION OF THE EXISTING PRIVATE UTILITIES WITHIN THE LIMITS OF THE PROPOSED WORK. V THICK, 4DOD PSI CONCRETE 3. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM UNITED FIELD SURVEYS AND AVAILABLE AS SHOWN W THICK AT DRIVE CROSSINGS PRIOR SITE PLANS AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL AX C 2S MAD CROSS HOPE VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO NT ANY UEILRV, PUBLIC OR PRIVATE. SHOWN OR NOT SHOWN HEREON. THECORACTORSHALLCONNECTOR , .: , • ..- S • , Y CONCRETE CURB '/•%;: :: RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. ., . 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOIMINAND REMOVAL OF ALL EXISTING VEGETATION t. A PAVEMTHESE NTNS. THE O T CONTRACTOR R E O REMOVE O THE B THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL . DEBRIS AND TRASH FROM THE SITE SHALL ALL UC EXCESS MATERIAL DEBRIS AND TRASH FROM •• A:•' •t3, UPON COMPLETION OF CONSTRUCTION. UNLESS OTHERWISE DIRECTED BY THE OWNER. MIN. 12' THICK CRUSHED GRAVEL 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED PER VT STATE SPEC 1704.05 AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN yr•,,.�d- DEENEO NECESSARY BY THE OWNER. THE CONTRACTOR SHALL BE REWIRED TO WET SECTIONS OF THEA>oP� CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT BONDS WITH A POWER 1. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4.000 PS AT 28 DAYS, AIR BROOM AS DUSTCOPLMOL' ENTRAINED NTH AN ADMIXTURE PRODUCING AN AIR CONTENT OF BETWEEN 6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION SIGNS IN ACCORDANCE WITH STATE 5X AND 7% BY VOLUME. E-STANDARDS AND CM REQUIREMENTS. ADDITIONAL TEMPORARY CONSTRUCTION SIGNS SHALL BE IN PLACE 2. HALF INCH (1/2-) TRANSVERSE EXPANSION JOINTS SHALL BE PLACED AT INTERVALS WHILE ANY WORK IS UNDERWAY WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR SHALL PROVIDE NOT EXCEEDING TWENTY FEET (20'). SIDEWALKS SHALL BE SCORED TO A DEPTH OF FLAGGERS FOR TRAFFIC CONTROLATALL TIMES MATWORKIS UNDERWAYON THE SHOULDER OR WITHIN THE ONE INCH (1-) EVERY FIVE (5') FEET. CURB AND SIDEWALK SECTIONS SHALL BE PAVED PORTION OF THE PUBLIC RIGHT OF WAY. SEPARATED BY ASPHALT TREATED FELT. 7. MNYSURFACESLINES,ORSTRIICTURESWHK:HHAVEKE DPANGEDBYTHECONERACTORSOPI:RATKKNS 3, AFTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 2B DAYS), ALL EXPOSED SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. SURFACES SHALL RECEIVE TWO COATS OF ANTI -$PALLING COMPOUND. 8. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE OWNER AND SCHOOL DISTRICT. AND SHALL 4. SEE ARCH17ECTUAL PLANS AND DETAILS AT BUILDING ENTRANCE LOCATIONS FOR MAKE REASONABLE ACCOMMODATIONS FOR THE UNINTERUPIED OCCUPANCY AND USE BY THE SCHOOL ADDITIONAL SIDEWALK FOUNDATION AND SUPPORT DETAILS. DISTRICT. SUE SAFETY AND SECURITY SHALL RECOGNIZE THE PRESENCE OF THE ADJACENT SCHOOL AND STUDENT POPIAATION. .,•, CAST IRON DETECTABLE WARNING PLATES SHALL BE PLACED THE FULL NDTH OF THE SIDEWALK AT THE TERMINATION OF ALL NEW SIDEWALKS 9. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER, STORM, AND WATER UNES SHALL KIN ACCORDANCE WITH THE LATEST EDITION OF THE VERMONT ENVIRONMENTAL REGULATIONS AND THE VERMONT CONCRETE WATER SUPPLY RULES. SIDEWALK DETAIL 10. HEALTHY EXISTING TREES, AS SHOWN ON TINE PLANS, ON AND ADJACENT TO THE SITE SHALL BE N.T.S. PROTECTED BY THE CONTRACTOR 11. ALL FILL SHALL BE PLACED IN 61NCH LIFTS AND THOROUGHLY COMPACTED TO 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DARN STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 12. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. WITH Jsoo Psl e" DI OR STEEL PIPE CLEAN MID PINT WITH 2 COATS OF RUST INHIBITING PRIMER 52' /- SEEV.CQUOR TO BE EROVIDE NDPE O SELECTED BY OWNER B' � 3ND PM CONCRETE ML TYPICAL BOLLARD NTS 1/4- RADIUS f 8' 1/2' RADIUS PRIOR TO PAVING. THE PORTION Y OF CURBING TO BE IN CONTACT r1NTH PAVEMENT SHALL BE COATED 12' 7' WITH EMULSIFIED ASPHALT PAVEMENT 18' CLASS B CONCRETE END AREA - 0.94 SF. NOTES: 1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20 AND SMALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASNTO DESIGNATION M-153 ( 1/2' SPONGE RUBBER OR CORK, ) 3) ALL CONCRETE SHALL BE AIR ENTRANED NOT LESS THAN 5% AND NOT MORE THAN 7% CONCRETE CURB DETAIL N.T.S. LEVEL LANDING Y IN. SIDEWALK RAMP i B 1B w � 1M'REVFJLL L SIDEWALK SIDEWALK J """-/ROADWAY SURFACE RAMP --+ gAMP u C 24' . ac. ----,-..emu..: ......... . > . CONCRETE CURS SECTIONA-A \ CAST IRON CURB DETECTABLE LA WARMING SURFACE SINGLE RAMPONTANGENT: SIDEWALK ADJACENT TO CURB. AUXIWry 5' MAMVJW A° MIN. WIDTH BeMP 2 ,1 RourvpBo I LI CURB TRANSERON SIDEWALK RAMP WITH •`. • " • • .. .....:. . ...:... ...'.' CAST RO, DETECTABLE WARNING SURFACE SECTION B-B CONCRETE CUMNOTE: SECTION C-C ALL DETECTABLE WARNING SURFACES SIIALL BE CAST IRON AND SET IN PORTLAND CEMENT CONCRETE. SIDEWALK RAMP DETAILS NTS STORMWATER PUMP STATION SPECIFICATIONS 1. THE PUMP STATION TANK SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED PUMP, AND THE SPECIFIED DOSE VOLUME. HEAW DUTY CAST IRON FRAME- 2. LAMOUREUX S DICKINSON RECOMMENDS THE USE OF A WATERTIGHT, STEEL -REINFORCED, 5,DD0 PSI, AND COVER MARKED STORM PRE -CAST CONCRETE TANK. DO NOT EXCEED THE MANUFACTURERS RECOMMENDED DEPTH OF COVER. THE PUMP STATION STRUCTURE $HALL BE DESIGNED FOR ELM LOADING. 3. CONSTRUCTION OF THE PUMP STATION MAY REQUIRE TEMPORARY SHEETING AND/OR DEWATERING. THE CONTRACTOR SHALL UTILIZE APPROPRIATE METHODS TO INSURE DRY CONDITIONS DURING INSTALLATION PROVIDE HOOK OF THE STRUCTURE. THE COST OF TEMPORARY SHEETING AND/OR DEWATERING SHALL BE INCIDENTAL TO FOR CHAIN THE COST OF THE PUMP STATION. 4. THE PUMP STATION SHALL BE CONSTRUCTED TO MINIMIZE THE RISK OF FREEZING OF EFFLUENT IN THE PIPES OR STRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO PROVIDING A DRAIN HOLE TO ALLOW THE FORCE - -- MAIN TO DRAIN BACK INTO THE STRUCTURE BETWEEN DOSES. 5. ALL PIPING WITHIN THE PUMP STATION SHALL BE SCHEDULE 80 PVC. THE CONTRACTOR MAY TRANSITION TO SCHEDULE 40 PVC BEYOND THE EXTERIOR OF THE PUMP STATION. 6. ALL PIPE PENETRATIONS IN THE PUMP STATION STRUCTURE SHALL HAVE RUBBER BOOTS FOR WATERTIGHT P (WITH INSULATION) SEALS AROUND THE PIPES. 7. BACKE LL SIDES AND TOP OF TANK WITH SAND OR GRAVEL ALL BACKFILL MATERIAL AROUND THE TANK SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO-T-99 STANDARD PROCTOR. STAINLESS STEEL PIPE SUPPORT(11) 8. ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND MATERIALS Z SCH m wC FM SHALL MEET U.L. APPROVAL. CONDUIT SHALL BE PROVIDED AS REQUIRED BETWEEN THE PUMP STATION, THE ELECTRICAL SOURCE AND THE CONTROL PANEL. 1/4" WEEP HOLE 9. AT A MINIMUM, THE FOLLOWING ITEMS SHALL BE INCLUDED WITH THE PUMP STATION: O-RING RUBBER GASKET IN -ALARM, FLOATS, AND CONTROLS ACCORDANCE V TH ASTM P -LIGHT AND AUDIBLE ALARMS C 43 AND ASTM C301 AT -MAIN DISCONNECT SWITCH ALL JOINTS OR BUTYL ROPE I'.) 10.PUMP SPECIFICATIONS PRECAST CONCRETE BLOCKS ORSTANDTOSUPPORTPUMP HEAD LOSSES AND PROVIDE A MINIMUM Ir 2- PVC ® 40 GPM SUMP FOR SEDIMENT 4O OF FORCE MAIN - 2 FT STATIC LIFT= 16 FT MONOLITHIC BASE - VALVE AND FITTING$- IFT MINIMUM, HIGH TOTAL HEAD LOSS = 19 FT MIN. DISCHARGE RATE = 40 GPM �.(V USE ONE (1) DEWATERING PUMP, SINGLE PHASE, 116 VOLTS, MINIMUM CAPACITY: 40 GPM N 19 FT TDR CAPABLE OF PASSING 2- SPHERICAL SOLIDS. 11.TESTING: THE CONTRACTOR AND THE ENGINEER SHALL BE PRESENT DURING START-UP. THE CONTRACTOR SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE PUMP STATION, INCLUDING ALL FLOAT FUNCTIONS, ALARMS, AND INDICATOR LIGHTS. THE PUMP SHALL BE FIELD-TESTED TO INSURE THE PUMPING CAPACITY MEETS THE PROJECT REQUIREMENTS. NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY PUBLIC WORKS SPECIFICATIONS. THE NI VER-E STATE STANDARD SPECIFICATIONS FOR CONSMUCTKXN, AND THE APPROVED ENGINEERING PLANS AND SPECIFICATIONS. 2. EMULSION WILL BE PLACED ON THE FACE OF THE CURB WHERE IT WILL BE IN CONTACT WITH THE PAVEMENT. 3. EMULSION WILL BE PLACED BETWEEN THE BASE AND FINISH COATS OF PAVEMENT WHEN THE FINISH COURSE IS NOT PLACED IMMEDIATELY AFTER THE BASE COURSE PLACEMENT, 4. THE STREET FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.5% 6. WARNING TAPE SHALL BE BURIED 15' ABOVE ALL GAS, ELECTRIC, TELEPHONE AND T.V. LINES 6. PRIOR TO INSTALLING THE UNDERDRAINS. THE FABRIC AND GRAVEL, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION OF THE SUBGMDE SOILS. THE CONTRACTOR SHALL FURNISH LOADED DUMP TRUCK FOR TRAVELING ON THE SUBGRAGE WHEN THE ENGINEER PERFORMS THE INSPECTION. THE CONTRACTOR $HALL OVER -EXCAVATE UNSURABLE SOILS AND ADD ADDITIONAL SAND BASE AS REQUESTED BY THE ENGINEER 8. PRIOR TO PLACEMENT OF SAND BORROW OR GRAVEL BASE MATERIALS. Ml . TIRE CONTRACTOR SMALL PROVNIE TO THE ENGINEER A GRADATION E FO R OR EACH MATERIAL SOURCE TO SE USED DEMONSTRATING COMP N P WITH THE REOURED SPECSICATION. THIS GRADATION ANALYSIS SHALL BE REPRESENTATIVE OF THE MATERIAL TO BE USED. SUBSEQUENT SAMPLES SHALL BE TAKEN FROM ONSITE MATERIAL IN PUCE FOR G LION Y BY N RADA ANAL 31S THEE GINEER 9. ALL EXPOSED CONCRETE CURB AND SIDEWALK SHALL RECEIVE TWO COATS OF ANT48PMUNG COMPOUND AFTER THE INITIAL CURING PERIOD. 10. ALL PAVEMENT MARKINGS ON PUBLIC STREETS SHALL BE DURABLE MARKINGS (TYPE TO BE APPROVED BY CITY). TEMPORARY PAINT MARKINGS SHALL BE PROVIDED ON BASE COURSE PAVEMENT. 6a 2' B' IE B' to 8• LAWN CONCRETE ON -STREET TNAvFO LANE TRAVEL LANE ONSTREE' SIDEWALK PARKING PARKING r DOABLE YELLOW WE 4' TOPSOIL, IF. 1 trz' THICK TYPE R FIMSH COURSE PAVEMENT SEE PLANS FOR LC 21/r THICK TYPE II BASE OF CONCRETE SIDE -1 I CONCRETE ® CURB COURSE PAVEMENT TO ON STREET PAR 5=0D2 �0.02 - S=1n'AT T S•1YTIFT I S•inYFf •. •,. ., :: MRAFI800% GEOTEATILEl MMAFI500XGEO TILE MINIMUM ABRIC 18- TRICK GRAVEL BASE (OR APPROVED EQUAL) FABRIC OR EQUAL OVERLAP (AS PER STATE SPEC. I](M.OB OR R]NAS EWE) 17THICK GRAVEL BASE (AS 1T THICK SAND PER STATE SPEC. 4]04.06 OR I]00.05 FlNE) BOEtROW (AS PER STATE SPEC. 0703.MA) 10' , THICK 3500 PSI CONCRETE SIDEWALK WARY STREET TYPICAL CROSS-SECTION RT.S MODIFIED R7-8 SIGN RESERVED PARKING VAN ACCESSIBLE ` R7-8A SIGN WIRE SYMBOL 4' VIDE WHITE STRIPE (TYPICAL) 8' N. 2 LB PER FT FRINGED CHANNEL STEEL POST 5' MIN. / 8' MIN. FOR VAR ACCESSIBLE SPACE NOTES- (SEE PUN) 1. ALL PAVEMENT MARKINGS SHALL SE PANTED. 2. EACH ACCESSIBLE SPACE SHALL BE SO DESIGNATED WITH THE MODIFIED R7-8 SIGN SHOWN. VAN ACCESSIBLE SPACES SMALL HAVE THE ADDITIONAL R7-5A SIGN MOUNTED BENEATH. SUCH DESIGNATING YAR ACCESSIBLE'. THE LOWEST SIGN ON THE POST SHALL BE MOUNTED A MINIMUM OF 4 FEET ABOVE GRADE TO THE BOTTOM OF THE SIGN. ACCESSIBLE PARKING SPACE DETAIL TUTS M HEAWOUTYCASTIRON BUILDING WALL } FRAME AND GRATE ALARM LIGHT AND HORN TO BE MOUNTED GN 9 I S USE WATERPROOF GROUT TOSECURETO MAINTAIN POSITIVE WEST SIDE OF BUILDING. ALARM TO BE ON DRAINAGETUINLET S ESSSS'' ; [CONCRIETIECONIER SEPARATE CIRCUIT BRENER FROM PUMP. G� 1 IV •.. t // GARAGE SLAB FLOAT HANGER \\ NN NEW 4X (UL LASTED) \\ JUNCTION - GATE VALVE UNION - r SCH NW PVC I II -LIFT CHAIN OR CABLE LEBARON LF248 CAST I PROVIDE RIGID RQNE E II INSULATION OVER THE TOP AND GRATE OR PPPROV7=D E UAL AND ALL SIDES OF THE TANK i � TO A DEPTH OF 4 FEET B FT X 9 FT SQUARE(NSIPE. II DIMENSIONS)PRECASTREINFORCED II 1 V 50W PSI CONCRETE STRUCAURE MAMA GN0 0' PU-) .• ZMIN. 8' 4' (90 GALLON DOMPSE) PUMPO F i r fi FT X IS FT X B FT (INSIDE '�2 PROVIDE I/4"WEEP DIMENSIONS) PRECAST HOLE IF PUMP WILL NOT REINFORCED 5000 PSI ALLOW PIPING TO DRAIN CONCRETE STRUCTURE Y"•' 1r SUMP PLAN VIEW 6" THICK CONCRETE SEAR IN R ADDITION TO STANDARD PRECAST STRUCTURE DIMENSIONS 5 MIN. B'OF 3M'CRUSHED STONE NOTE: WORM FOR FLOATATION CALCULATIONS, THE WEIGHT OF THE PRECAST STRUCTURE IS ASSUMEDED TO TO BEBE 21,600 POUNDS (BASED UPON B' THICK WALLS AND B" THICK TOP AND BASE), IF THE ACTUAL UNDISTURBED EARTH WEIGHT OF THE STRUCTURE IS LESS, NOTIFY THE ENGINEER, PRIOR TO FABRICATION. SECTION STORM WATER PUMP STATION MS SEE SITE PLAN FOR GRADING CONCRETE CURB 1 PLANS-\\-\l-- d911BINhLI6191Y! .. o o \ O MIRAFI 500X GEOTEXTLE SLOPETO MATCNRNISII FABRIC OR EQUAL GRADE OF PAVEMENT NEW CRUSHED GRAVEL BASE (VERANS 7U.05A FINE OR 711.011) CONCRETE SIDEWALK 11/r THICK VTRAN3 TYPE WEARING COURSE 2- THICK VERANS TYPE BASE COURSE DRIVE & PARKING AREA CROSS SECTION NTB COVER SHALL BE MARKED SEWER OR STORM ACovER UNDER CONCRETE PAD SHORT LENGTH OF PIPE CONCRETE PAD - PVC CGNOUR(S) TO CONTROL PANEL AND AS NOTED 45" BEND POWERSOURCE(SIZEASREOUIRED) ONPUNS r FLOW - NEMA 4X ILL LISTED) W. ELEV. POINT JUNCTION BOX CLEANOUT DETAIL LESARON LC321 CAST IRON FRAME NTS AND COVER OR APPROVED EQUAL OROUI FRAME TO TOP HEAVY DUTY +• HIGH CAST IRON OF STRUCTURE FRAME AND 2+' SQUARE GRATE HEAVY DUTY FRAME AND FINISH GRADE 2/' SQUARE GRATE �A ri PROVIDE WATERTIGHT RUBBER NOTE: BOOT. IF STRUCTURE ADJUST FRAME ELEVATION AS �.. ELEVATDNS PREVENT THE USE NEEDED WIN CONCRETE RINGS OF A BOOTED CONNECTION, THE I s I-2+•--1 AND NON —SHRINK MORTAR, PIPE SHALL BE GROUTED WTH p0 NOT USE BRICK •� NON —SHRINK MORTAR AND VARIES $iRUCTURE DIAMETER TO VARY COVERED WITH MIRAFI 500% ON ALL BACKFILL THOROUGHLY 3B' MIN. AS REOUIRED TO ACCOMMODATE THE EXTERIOR COMPACTED IN 6' LIFTS THE SIZE, NUMBER, AND ANGLE OF PIPES 2/' X 2+' PRECAST REINFORCED 9' CONCRETE CA7CHBASI COSIGNED 70 MEET N PROPROVIDEE WATERTIGHT RUBBER PIPE PRECAST REINFORCED MSHTO XTo LOAONC BOOTS FOR ALL STORM PIPE flEQWREMENTS OPENINGS 8. OR LARGER ---' --I CONCRETE CATCHBASIN DESIGNED FOR H-20 LOADING 2 FT SUMP - Z LEDGE PAYMENT M � . _ 12' LIMIT R -' UNDISTURBED SOIL 6' 8' 3�. CRUSHED �� Jjj\�\��\ ` EXTEND BEDDING TO wz�LIMITS EXTEND BEDDING TO SIGNS BUSHING LIMITS Of EXCAVATION LEDGE PAYMENT ]/B' CRUSHED STONE BEDDING OF EXCAVATION 24 X24" SQUARE STRUCTURE LIMIT ROUNDSTRUCTURE NOTE: CERTAIN CATCHBASINS MAY REQUIRE THE USE OF A 2+'X2+' SQUARE STRUCTURE BASED UPON THE VERTICAL DIFFERENCE BETWEEN THE RIM AND INVERT ELEVATIONS. OTHERWISE, THE CONTRACTOR MAY SELECT EITHER STRUCTURE THAT WILL ACCOMMODATE THE NUMBER, SIZE, AND ORIENTATION OF PIPE OPENINGS, TYPICAL CATCHBASIN N75 FINISH GRADE BACKFILL MIN APPROVED EXCAVATED MATERIAL THORIDUCHLr COMPACTED IN 6' UFTS THE SIDES OF TRENCHES 1 FT. OR MORE IN UP ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ARGUE OF REPOSE 12' DEEP INITAL BAMILE BE SE CT NATIVE SAND OR SAND BORROW (VTRANs — SPEC 7o303A) � UNDISTURBED SOIL FOR SANITARY SEWER, IF COVER IS LESS THAN D.S'. PLACE MIN. Y THICK INSULATION BOARD SUITABLE FOR BURIAL OVER PIPE. IN NO CASE SHALL THE PIPE HAVE LESS THAN +' OF COVER OVER THE CROWN. STAGGER JOINTS SO THAT NO TWO JOINTS ARE ONE OVER THE OTHER. (D'IS OU75IX DIAMETER OF PIPE) THE CONTRACTOR SHALL AT 'O ALL TIMES KEEP THE TRENCHES o ENTIRELY FREE OF WATER 3/5• CRUSNED STONE UNTIL ALL WORK IS FINISHED FOR PVC AND PE PIPE I AND READY FOR BAIXFILLINC D+2 FEET UNDISTURBED SOIL = � —t TYPICAL SANITARY SEWER & STORM TRENCH NIS DRY SWALE SEED MIX Cantu . Bden"In %TAN Creephg red Issas FesNce v 2DW Red tW Agrosda albs 2DX SNXrJiOfB[e Penkmn virpeNm 2^ WVInY x+d rye EA vlryFku 20W CreepYq SentVrees Apo.Wa sMmilere ZOX SEED SHALL BE APPLIED AT A RATE OF 25 POUNDS PER ACRE TO THE BOTTOM AND SIDESLOPES OF THE DRY SMILE. SEED MIX MAY BE OBTAINED FROM VERMONT WEILAND RANT SUPPLY, LEG (BO2)BMo-2S6T OR VERMONTWEiIPNDPUNT6.COM EROSION MATTING TO BE APPLIED OVER IXiY SWAIE SEED MIX ANO 1' TOPSOIL 1' SANDY LOAM TOPSOIL SEE SFIE RAN FOR GRAONG W SNAIE BOTTOM 0°S � T 1 r— (r�11AL � B YA76MUY E ��CODA A C� Mv, PLAN VIEW PROFILE VIEW _ NIS NIS IF THE SANITARY SEWER PIPE IS LOCATED WATER MAIN ABOVE IHE WAIER PIPE, THE SEWER PIPE CORE HOLE LARGER THAN NEW EXISTING 6' SEWER LINE INLET JOINTS ON EACH SIDE OF THE WATER MAIN SNAIL BE CONCRETE ENCASED (SEE PLAN SEWER MAIN TO ACCOMMODATE A NEW PIPE AND BOOTED NEW) [STORM CONNECTION OR EQUAL OR SANITARY SEWER PIPE NEW B' BUILDING SEWER 16' MIN, INLETINVERT TO BE O.02 ABOVE EXISTING INVERT. SANITARY SEWER TO' YIN. STORM SEWER . S' YK CORE INTO EXISTING SHELF WATER MAIN ANDTHENCONSTRUCT NEW CURVED CHANNEL TO C 18' MIN. MATCH SMOOTHLY INTO EXISTING CHANNEL. ----- SHELF 10' MIN, O STORM OR SANITARY SEWER PIPE VIEW FROM THE NORTH LIVE SEWER MANHOLE CONNECTION NIS I IV MIN. LIF THE SANITARY SEWER PIPE IS LOCATED SINGLE 20' NOMINAL ABOVE THE WATER PIPE, THE SEWER PIPE LENGTH Qi WRIER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN SHALL BE CONCRETE ENCASED WATER /SEWER PIPE CROSSING NTS 1. EROSION MATTING WILL BE USED ON SLOPES STEEPER THAN 3H:1V OR AS SHOWN ON THE PLANS 2. PREPARE SOIL BEFORE INSTALLING MATTING, INCLUDING ANY NECESSARY APPLICATION OF LIME. FERTILIZER, AND SEED. SOIL SURFACE SHALL BE GRADED SMOOTH WITHOUT ROOTS, STONES OR OTHER PROTUSIONS THAT WILL PREVENT THE MATTING FROM BEING APPLIED IN FULL CONTACT WITH THE SOIL SURFACE. 3. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 6' DEEP X 6' WIDE TRENCH WITH APPROXIMATELY 12' OF MATTING EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE MATTINGWITH A ROW OF STAPLES/STAKES APPROXIMATELY 12- APART N THE BOTTg1 OF THE TRENCH. BACKFILL AND COMPACT THE TRENGH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' PORTION OF MATTING BACK OVER SEED AND COMPACTED SOIL. SECURE MATTING OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12' PART ACROSS ME WIDTH OF THE MATTING. 4. ROLL THE MARNG (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. INSURE THAT THE APPROPRIATE SIDE OF THE MATTING IS AGAINST THE SOIL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MNIUFACTURER'S STAPLE PATTERN GUIDE FOR THE PARTICULAR PRODUCT AND APPLICATION. IN LOOSE SOIL CONDITIONS. THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' MAY BE NECESSARY TO PROPERLY SECURE THE MATTING. 5. THE EDGES OF PARALLEL MATTING MUST BE STAPLED WITH APPROXIMATELY 6' OVERLAP DEPENDING ON MATTING TYPE. 6. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE - WITH THE UPPER MATTING PLACED OVER THE TOP OF THE LOWER MATTING) WITH AN APPROXIMATE 12- OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12' APART ACROSS ENTIRE MATTING WIDTH. EROSIONMATTING INSTALLATIONDETAIL NIS Fes. -.I fW� •�� STOKE IIAMETER 3 TIMES WE �•�.�\� SEE PLA14 MIN SEE SECTION M. — `\ UA 2' 1TCRUSHEDSTOPas FABRIC BENEATH PIPE a61id:� �i,�' J -,.. �. .SEE PLAN 1 .4FSECTION 6' DEEP GRANIEE. ,.21 , •�.T .� PROFILE SIDES OF STONES TYPICAL CULVERT OUTFALL NOT TO SCALE TURF ESTABLISHMENT SPECIFICATIONS ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS, ROOFS) OR ARE NOT LANDSCAPED 'NTH BARK MULCH, SHALL BE STABILIZED NEW GRASS COVER. ALL SEEDING AND MULCHING FOR ESTABLISHING NEW GRASS COVER SMALL BE COMPLETED AFTER APRIL 15 (AS SITE CONDITIONS ALLOW) AND PRIOR TO SEPTEMBER 15. PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER, LIME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4' Qi APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OF TOPSOIL SHALL NOT BE DONE WIZEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE RAKED. ALL STONES. LUMPS, ROOTS, OR OTHER OB.ECTIONAL MATERIAL SMALL BE REMOVED. 2. CRASS SEED MIXTURE SMALL BE SPREAD UNIFORMLY IN ALL AREAS AT THE SPECIFIED RATE. 3. FERTILIZER SHALL BE APPLIED ONLY AFTER PERFORMING A SOIL TEST AND BE APPLIED BASED UPON SOIL DEFICIENCIES. UME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST. 4. MULCHING SHALL FOLLOW THE SEEDING OPERATION BY NOT MORE THAN 24 HOURS MULCH SMALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. STE CONDITIONS MAY WARRANT THE APPLICATION OF A TACKFIER OR NETTING TO HOLD TIME MULCH IN PLACE. IF NECESSARY TO RETAIN THE MULCH, THE CONTRACTOR SMALL APPLY AN APPROVED TACKIFIER, OR NETTING, WITHOUT ADDITIONAL COST TO THE OWNER. 5. HYDROSEEDING MAY BE USED IN LIEU OF SEEDING AND APPLYING MAY MULCH DURING THE GROWING SEASON. HYDROSEEDING SHALL INCLUDE THE APPLICATION OF WOOD MID/OR PAPER BINDER MULCH. THE BINDER SHALL BE APPLIEO IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, BUT SHALL NOT BE LESS THAN 1500 POUNDS PER ACRE ON SLOPES LESS THAN 153, AND NOT LESS THAN 2000 POUNDS PER ACRE ON SLOPES GREATER THAN 15X HYDROSEEDNG ALONE SHALL NOT BE USED FOR TEMPORARY STABILIZATION AFTER SEPTEMBER 15, S. ALL SOPES STEEPER THAN 3H:IV SHALL HAVE EROSION MATTING APPLIED OVER THE SEED, ALL DITCH CENTERLINE GRADES GREATER THAN 211 OR AS SHOWN ON ME PLANS SHALL HAVE EROSION MATTING APPLIED OVER THE SEED. EROSION MATTING SMALL CONSIST OF EROSION CONTROL BLANKET'MTN IDOS AGRICULTURAL STRAW MATRIX STITCH BOUNDED WITH DEGRADABLE THREAD BETWEEN TWO PNOTODEGRADABLE POLYPROPYLENE NETTINGS, NORTH AMERICAN GREEN S150 OR EQUAL. NORTH AMERICAN GREEN Di MAY BE USED IN LAWN AREAS. ONLY WHEN SEEDING TAKES PLACE PRIOR TO SEPTEMBER 1. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF CRASS IN ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SMALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PREOPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED, AND AREAS OF ESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. GRASS SEED MIX %OF AOc ttPE OR SEED JO CROSSFIRE N TALL FESCUE 25 TOANIUMTALLFESCUE 25 BUDERUNNER TALL FESCUE 16 HOME RUN PERENNIAL RYEGRASS 5 KENTUCKY BLUEGRASS 1W SEED AT 5 LBS PER I,000 W. FT. WOODSTAKE. DRIVEN A MINIMUM OF 1T NTO THE SOIL AND SPACED A MNOAUNOF—ART EROSION LOG -SEE PLAN FOR LOCATIONS g o� THE EROSION LOG SIIALI BE THE BOTTOM OF THE EROSKN LOG EMBEDDED 2- INTO THE SOIL OR SHALL BE N CONTINUOUS CONTACT \ ,\[ BXALL RAVE J-OF NAY MIACN WITH THE UNDERLYING GROUND \� �i"k `� PLACED ON THE UPSLOPE TOE NOTES: 1. TIGHTLY ABUT THE ENDS OF THE EROSION LOGS - NO GAPS. 2. INSTALL EROSION LOGS PARALLEL TO CONTOURS AS SHOWN ON THE PLANS. EROSION LOG SECTION NTS • 2-1rz' ROUND STEEL RARING (2.7M' O.D.) J' x 3' x t14' SQUARE STEEL POST CENTERED ON BLOCK T X 3' x 1M' MELDED TOP GAP(TYP.) 1' FULL PERIMETER YIELD (TYP.) B' MAX. J POST CONNECTION DESIGN SMALL ttP. B' OVAL BE COORDINATED WITH RUNNING WALL DESIGN FINISH GRADE ' CONCRETE SEGMENTAL RETAINING WALL 2' ROUND STEEL RAILINGS (2-3I8' O.D.) METAL RAILING PANT SPECIFICATION METAL RULING NOTES REMOVE LOOSE RUST. LOOSE MILL SCALE. AND 1. THE HEIGHT OF THE PIPE FALLING SHALL BE MODIFIED AS NECESSARY BASED jrA M %DEPOSITS. GRIND ALL EXPOSED SHARP EDGES SMOOTH. THOROUGHLYCLEANSURFACESWiTHSO WUNTILFREE FROM UPON THE FROFFSED DESIGN OF THE RETUNING THRIP E E RAILING HEIGHT SHALL BE A MINIMUM OF- ABOVE FINISH GRADE. DIRT. OIL AND GREASE. ALLOW TO DRY THOROUGHLY BEFORE APPLICATION 2. THE ANCHORING SYSTEM DESIGN FOR THE PALE FAILING POSTS SHALL BE OF PAINT. COORDINATED WITH THE RETAINING WALL DESIGN. PLANT APPLY PLANT AND WORK ONTO THE SURFACE INAN EVEN . SPOTTING. HOLIDAYS, LAPS, BRUSHMMKS. RUNS SAGS. A ALL RAILINGS SMALL BE SCH 10 STEEL PIPE. ROPNE55 ANDOTHER SURFACE IMPERFECTIONS WILL NOT NE ACCEPTED. ALLOW SUFFILENT DRYING THE BETWEEN COATS. USE A LOW VOC. 4. AFTER FABRICATKB , ALL POSTS AND RAILINGS SMALL BE PRIMED AND PANTED AS SPECIFIED. WATER -BASED ACRYLIC COPOLYMER ENAMEL FINISH PAINT INTENDED FOR OUTDOOR USE ON PROPERLY PREPARED SURFACES WITH THE FOLLOWING PAINT FINISHES: RETAINING WALL & RAILING DESIGN NOTE: FIRST COAT: GREY PRIMER 5ECOND COAT: SEMLGLOSS BLACK WATER -BASED ACRYLIC ENAMEL THE TYPICAL DETAILS AND SPECIFICATIONS SHOWN ON THIRD COAT: SEMIGLOSS BLACX WATER -BASED ACRYLIC ENAMEL THIS SHEET ARE INTENDED TO ESTABLISH THE MINIMUM DESIGN AND PERFORMANCE STANDARDS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON THE FINAL DESIGN AND SHALL SUBMIT SHOP DRAWINGS PIPE RAILING -RETAINING WALL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. NTS SEE CONCRETE CURB AND SIOEWALK DETAILS -A I. SEWN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN 6' DEEP X 6' WIDE TRENCH WITH APPMAMIRELY 12' OF BLNKET EXTENDED BEYOND THE UP -SLOPE PORTKN OF THE TRENCH. ANCHOR THE G ANKO WIN A ROW OF STAPLES/STOMS APPROXIMATELY 12' MART INTHE BOTTOM OF THE TRENCH. SACKFUL AND COMPACT THE TRENCH AFTER STAPLING. FOLD REMAINING 12' PORIM OF BLANKET BACK ..VCR COMPACTED SOIL. SECURE BLANET (MICR OWFACTED SOIL WITH A ROW OF S1AF E5/STWES SPACED APPROXIMATELY 12' APART ACRO4 THE MOM OF THE BLANKET. 2. ROLL BLANKET IN DIRECTION OF WATER FLOW N BMW OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MAST BE SECURELY FASTENED TO SOB SURFACE BY RACNO STAPLES/STAKES N APPROPRIATE LOCATIONS AS SHOWN ABOVE IN THE 57MU PATTERN GUIDE. 3. PALE CONSECUTIVE BLANKETS END MR END (SHINE STYLE) WITH A 4'-S' OVERLAP. USE A DOUBLE ROW OF STAPLES SIAIXSRED 4' MOUNT AND 4' W CENTER TO SECURE BLANKETS. 4. FULL LENGTH EDGE OF BLANKETS NONG SIDE SLOPES MUST BE ANCHORED WITH A RON OF SiAP1FS/SWAKES APPROXMATELY 12- IN A 6' DEEP X 6' WIDE TRENCH. SMCKFKL AND COMPACT THE TRENCH OVER STAPLNG. 5. THE TERMINAL END O THE BLANKETS MUST BE MCIIOREO WITH A NOW O STAIUS/STAIES APPROXIMATELY 12- APART N A 6- DEEP X 6' WOE TRENCH BACKHLL AND COMPACT THE TRENCH OVER STAPLING EROSION MATTING FOR CHANNELS NTS CONCRETE CURB THREE DIMENSIONAL (WHERE APPLICABLE) NATURAL FIBER INLET PROTECTION DEVICE E%TEND 1' MINIMUM AND (VTRANS INLET 3' YAOYUM FROM EDGE PROTECTION DEVICE, O GRAZE (TYP) TYPE 2) A INLET CASTING A URE DISK SECURE USING 3-1/2- DIA. PRESSURE DISKS AND 1759 ZIP TIE PLASTIC TIES FASTENED TO INLET GRATE (TW) BOTTOM LAYER 4.. GRATE TE INLET PROTECTION PRODUCT MANUFACTURERS SECTION SEDINARD (WWMEARTSUPPORTSYSTEYS.COX) BLOCKSOM R CO. (WWW.BLOCKSOM.WM) OR APPROVED EQUAL INLET PROTECTION NTS PIPE RAILING -SEE DETAIL -- THIS SHEET AND PLANS FOR LOCATION PIPE RAILING POSTS SHALL BE ATTACHED TO TOP OF W- RETANNG WALL. RAL HEIGHT SHALL BE A MINMUM OF M• ABOVE FINISH GRADER TOPBLOCKORTOPOF PRECAST RETNING WALL RRO PRO) 11.1- EXISTING GROUND 1-1/2 �T_ 0 2- NR '4JBCAAlf V.,I I o v 4o rc D WIDTH OF ad ROADWAY 1 50' YIN RIGHT-OF-WAY PLAN 1. THE 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SELL PREVENT TRACKING OF SEDIMENT ONTO PUBLICRIGHTS-OFDNT -WAY. THIS MAY REWIRE PERIODIC TOP PRESSING WTHUSED TO 1RAP S IMENE AS COMMONS DEMAND AND REPAIR AND/OR QEANOUT O ANY MEASURES USED TO 1RAP SEDIMENT. 2. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT OR MATERIAL TRACKED, SPILLED. OR WASHED INTO THE TONAL RIGHT OF WAY BEFORE RAINFALL OR MTHIN 24 HOURS, WHICHEVER COMES FIRST. 2. THE USE OF CALCIUM CHLORIDE AHD/OR WATER MAY ALSO BE NECESSARY TO CONTROL DUST DURING CONSTRUCTION. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY. STABILIZED CONSTRUCTIONEXIT NITS STALES TO BE DRIVEN m IY ALTO GROUND FASIIG TO BE KEYED 6' INTO GROUND NDTEW t) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WITHIN WETLMD AND BUFFER ZONE. 2) PRIOR TO BEGINNING OF CONSTRUCTION OR E—MOVING. THE CONTRACTOR SMALL INSTALL A CONTINUOUS SLT FENCE AT THE LIMIT OF DISTURBANCE SHOWN ON THE STE PLAN. 3) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM O THE AT FENCE. IF NECESSARY. GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SLT FENCE RATHER THAN FROZEN NATIVE MATERIAL. 4) THE CONTRACTOR SHALL INSTALL SLT FENCE MOUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED. ' CONCRETE SIDEWALX THE BATTER OF THE RUNNING WALL FACE SMALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION PREFABRICATED CONCRETE BLOCK OR CAST IN PLACE REINFORCED CONCRETE RETAINING WALL (TO BE SELECTED BY DPNNAGE GGREGATE PER OWNER) MANUFACTURERS RECOMMENDA GEOTE%TILE FOR UNM ERN TRENCH LINING FINISH GRADE AT THE BOTTOM OF THE RUNNING WALL SMALL FOLLOW THE DRNAGE, AS REQUIRE.. AI ..♦ EXISTING GRADE TO CONNECT TO CB) --EU((QTiNGGRADE LEVELING CONCRETE OR STONE ' e ' CANCERMANUFACTURERS RECOMMENDATION , RETAINING WALL SECTION NTS TEMPORAR Y SILT FENCE NHS WATER DISTRIBUTION SPECIFICATIONS 1.1 GENERAL: This item Moll consist of the labor, equipment, one material req,ked la the complete construction of the sat"mons and WIAles whits shot include en awtion, bockftling, pipe, wlws. leas. hyd... te, elbows, reducers, and oil other ppurlmances Amenorry taro complete .ItWman system 11 inakoted an the accepted drawing.. AII matwid, and inaltllalions shoo be approved by the local municipal wet« wtharily. 1.2 WATER MAIN PIPE MATERIALS DUCTILE IRON PIPE Pipe Mall be a minimum d'homets, of eight nchas (B') no conlam to current AWWA C600 old ANSI Speclf otim A21.51. Pull joint pipe Mall be m,mum hkilles. Copes 52. Pipe Mall ale cement males -lined an the Inside in accordance w;tn AWWA C151.51 on ANSI $petit al;on A21.! a.cpl that the cement-I'nng thickness Wall not tea less man three-ei.teenths Inch (3/16'). A plan ttl«once of on -eighths inch (1/B•) wll ale permit lea. 1.3 FITTING'S: Ductile iron Ottings Mall be cwnent-lined, haw 350 pounds working pressure, and be in cadanca with AWWA C-1I O/ANSI A21.1O and AWWA C152/ANSI 21.53 la compact fillings. Mechonica pint null and bats Moll be high Strength, low may Steel per ANSI A- 21.11 . DuctR. Wan filling. lag« in. iso. A.- (12-) at haw a standard body Im911, equal to pass 25D cast km flung% Cast iron pan 250 filling. oil be allowed in lieu of ducts, iron filling, Inehze, larger than Errol" Inches (12'). M�Mat.g^� iaAAe glands. an a,,.- equal Mall be used on all wrticd bends and as 1.4 GATE VALVE RESILIENT SEAT: t, wiMall e be AWVIA C 509 Standard Gole Vdwe sith mha Icd 'pint, of sizesGoas ve ".Wired an in a plan% All wayss Mall be of cant a Ductile 'r body, poralN brass Smlq nan-rising stem. inside Saes, double disk cona:wcf silo '0' Rnq Stem Setlq AII waves F. be equipped with a wow eon la o min'.num of S.s' o/ cow" malwid. Tine pate wows Mall opm left and be designed for a waking pressure of 200 psi. Each vow small haw mow s n .. pressor. rating, and year in snits rating, ost on one body. Fria to shipment iron the faclay, - Mw Mal M tested by hydrostatic prnsura mud to I_. the pecifted waking pressor.. Buried vows M.II be installed with a saw bed.. 1.5 VALVE BOXES: Cast iron three-piece elide tW,; fire and me-fmrths inch (5 1/4-) Molt; St. foot (6-) trench depth. Cast iron cover marked 'WATER' and Indicating direction of opening. 1.6 FIRE HYDRANTS AD hydrant, or, e to be 3- t,, 5' minimum diameter ontl limited to the following make- Wall"ausPocw, Mueller Super Centurion a Kennedy Guardian K-BID, and MOR conform site AWNA C502. Mon Vaw Opting 5 1/4 inched Nozzle Am ='ell: Two 2 1/2 inch nose nozzles NST thread% One 4 1/2 AM pump" nozzle NST thread.. Intel Connsolten: 6 inch nAmna. `d pint, MEGA -LUG and thrust block Operating Nut: Slandwd 1 1/2' pmlogan Direction of Opening: CauntenclocI Caw; Enameled hyd rant red bony, lop color a. determined by Tom. Depth of Bury. Hydrant shall be Installed to the monuleciw.i s Instruction..11h nozzle about 16' obow finish grade. 1.7 HYDRANT BRANCHES Hydrant assemblies Mon consist of a N, Inch (6') mechanical pint gate valw conforming to AMA C-509; a length of .1. Inch (8) Clap 52 duclte I,_ pipe .Ith am.nl-lining; Old the fee Ayoont. MEW -LUG recliner Bonpa Bonds ar pro 'd equal ssnull be used. Tine hydrant Moll how of least fifteen (15') between the bottom of the stoma" sop no the ground. 1.3 CONSTRUCTION METHODS A INSPECTION AND TESTING NI pp. and Biting. shall M inspected and tested In occordance with in. Canufoctwespecifications and the Warernentnned AWWA SP'cifhcortten% The r s fi a mlrclw Mal furnish for apaowl ar Ificatim tram the pip, m nufwtur« that all tests now teem performed with satisfactory resit.. Pipe Moll not be installed without the Engineer's m Watw Authority's opprowl. S. INSTALLATION Ppea, lilting% and "' "ales shell be carefully handled to owid damage. Prior to Ih. ante OI acceptance of the Project work by the Owner, the Contractar Mall "plow at ynoogw ss to the Own«� M losldlalbn tmtl Evening In d,fftlw at time, Man be don. Inter dona.bn, with A. Slond"d C-600 Old to Speci! olio. A21.11. occa NI ppn Mowing sacks Mall be rejected. If cracks occur In the pipe. the Canlr A` or may, at his own npense and .Ith the approval of the Engine., cut off the aaoed It bna of a Pont al lent IWelw nchn (I2•) from the Well Ikni'. of In. arms, and use the Bound paten of the pipe. All pip. and fittings Mal be clewed of Oil foreign mall" and debris prior to installation and Mal be kept dean am the time of cc,ptwce by the Oenw. At all times, when the pipe laying 1. not actually n prog'se , the open ends of the pipe Mall be awed by temporary wall"tight plug. a by other bMhOv 1 meth, it sot" te n the Trench ~oak is esumed, the plug Mall not be "'nowd "in all danger of the entering the pipe has passed. The pipe sholl be installed in Iran h. ,no at the line and groan Mom an ins COntroct bowing. My deflection joint. Mall be eRhn the limits specifrod by the manufoturer. NI Piping and mpurtmoncn connected to the muipmenl shall be IXI sa that no strain wen be imposed on the mapment. If the equipment manufacturer's speci! otions Include that piping !adds a ", not to be transferred. the Contractor Mall submit certification, of compliance. Concrete thrust blo sIs Moll be install" an oil plug% Eee% and bends deflecting 11 con deg oft or more Care Mal be taken to ensare the conaele wt1 Hai cane h anted with BIT. joint-, on am, The requkeo ar of threat block. are indicated on the pions or shall be as approwd by ins Engine". W new, sewer cross now mtwmon% the wat"mon Mal be laid at such, an M_U that the bottom of the ealwmoln ;s at least 18 inches obow the top of the toolThis vertical separat(an Mall be maintained la that porUch of the optwm0(n ed .ithn Ism feet (10') horizontally of any sew" It crone% There Mat be no physical connectionetwe ben the disvDutbn system and my Pipe.. pump% hydrant% OF tank. Which or Supplied a may be supplied with a eat. that I% a may be, contaminated. In Instances when. the u of diflw.nt types of Pipe require joining, the Contracts Mall furnish and install all necessary adopters. AII trmMng safely st--. Mall be n cmfamance with as mpticosta Slate and ,mwal Guidelines and ors specifWd an the Plan% The Contract" Mail, at all times, keep the trenchm entirely free of wall" untR all oak 1. finished and ready fa bachfBing. All" the wrlaus pipzinss how been n.taled, the t,-cA- and all« a.w to Oe no Nall be backDlo to . T.. with, shwavx Possible, material ..tooted mom the bench. No bockflling .11 be allowed ontl any cmaete mosonry has set wmdmly, as determined by the Enginew. All material for backfilling -null be free of root% slump,. and frost. Material .-Al for s Iiffing trenches Man be Iron s w of stbA 'ghng over 30 pounds. No stonss ring over a anal a-haf inchss (1 1/2•) InIne IOngesl dimension shall be placed .Rhin On font (1')n of the pipelns being paci,fMm. Boditll fa oil pipall .. Mall be placed In SIX Inch (6') layers, each layer being thoroughly conpected to not In- than 95 p"cant of mo,i num cry density w set "mead by the AASHTO-T-99 StmOaa Proctor. Particular precautions MW be token in the Poe ent and compaction of the bokfBl molw;,l in order not to damage the pip, or structure. The bacM;ll Mal be brought up ewnly. All wo"maTn- Mon W Installed with a minimum cow" depth of s1. (6'). Svrpluf owted material not .sea for bockOl Mal be disposed a1 In ns, Satisfactory to Its Engines,. NI surplus motwid orSpot shall be removed promptly and disposed of so as not to be objectionable to abutters a 1. the general public. Vow bolas are to be',stalled an all ported w1we. The bozo shall be cost iron with a minimum 11w and one -fourths AM (5 1/4') diameter and long enough to extend from the olw to finished grade. The banes shall enclose the operating nut and stuffing be. of the w Wi. Vow bolas shall not transfer loads No the wow. Cows shall be dose ntling and dkt-light wile the lap of Its coves II.. with the top of Its W. rim, Covers Moll tea marked 'Water with on wro. indicating the direction of opening. Vdw bo.n Moll be three piece Wp-type. The contractor shall P-Ach, a stable. temporary PVC marker opprowd by the EnyyInaw of all got, vawq curb slop% and at the ens of wat«Mes to a point I. inches (B) ,.bow fnlM ke Brad,. The maker Moll oll be noted securely into the ground. a FIELD TESTING E.cpl as aAw.;se dkeclm. all ppelinH SAID be tested. Pipelines loid In coco flan a bedded concrele at tested pMor to bofll'ng one placing of concrete. d inbs and any e.posm piping Mal be tested prig to Held painting. The Contracts Mall furnish all gauge% lasting plugs, caps, and all othw n nary equipment and labor to perform Imkoge and preawre lest in vacllons of an approved length. Each wiwd sscn or a ma.kmum of one thousand teat (1,000') at the Pipe that be tested. All .at« shalx. "'puked for testing l be potaNI feeling shall be conducted inthe presence at the Engineer. For the pressure lest, the Contractor Mdl develop and monton 200 pound, per sauce inch that_ a far two hour.. F.Dure to had the designated pressor. far the two-hour Period amsfallure of the sotim tested. The leakage test .nag be performed carcumently With the pressure lest. During the teat, the Contracts Noll measure the quantity of wooer rmuked to maintain Its lest pressure. Lmkoge Mall not .seed the quantity giwn by. SO FP L 148,000 where: L Leolo ge n gtllon./hour S - Length or pipeline toted D - Diameter of pipe In inch,, P Awrag. l- P-N.A. An psi All testing Moll M conducted n oc-donce with AWWA C-800 latest r,A,im. Should any section of the pipe foR aithw the pressure on leakage lasts, the Contractor Mall do averything now ... y to locate and repair a replace the defecliw pipe, fittings, or pint. at no "pen. to the 0. D. DISINFECTION: Chlarnolion of the sot«man Mal be conducted only oft« the man hall been Iluehad and a sea ,t,mm is Obtained as detemined by the Engne«. Tina Contractor MOB f-lan, al labor, equipment, motwiel% and table neansory, to disinfect the pipe and app.r1monces n mcondonce With the AMA Standard fm Disinfecting Wotermain% C-651, with the .option of the tablet method. The method of osnfeclio, Mall be by the cantnuwa feed method unless Olher.;se pyr«. oved by the EngineAfter RFng, Bushing, ond the addition of chlorine solution. the nee chlorine concentratian within the pipe Moll be of lost 25 mg/I. The chlornaled sorts, Mail remain in the moon for a period of at least 24 hour% At the end of this period, the treated Wales in all portion, of the main Mall not how a resi0ual of less than 10 mgA of free chia,n,. All oWnfeclion shall be performed under the Sup«Ns;on Of the Engines, The disinfection process .01 M deemed acceptod. Only all. (2) samptss or sot« mom 'n the Dueled, dWnimtW ma'a.en by the Engine. and tested of a approved hall MOW n evidence of bast iologica cantamnation. Dlsinfsoim Mall canlarm to the latest AWWA C-651 reW.ion. The pipeline and appurtenances .mall bed mo;nlalned In m uncmtonnaled condition until Mal occeptonce. Disinfection,Mtll be reputed Men and win«. required o1 no epmss to the Own. until RAW eccspl-- by In, Omer. E. FROST PROTECTION OF SHALLOW WATERLINES wall«Ines with Isve if- .1. test (6') of cover a- the sown, ..here Indicated on the plans, Moll be protected against freezing by Installation of for Inch (4') 'nick Styroloam SM n-cnng Onto with a total width of four feet (4') or Was the pipe diameter, shichew" is greater. The Meets Mall be placed SIX inches (6') .bow the -el of the man after compoctbn of the elm inch (6') lift Immediately obow m. wash. Coe Mal be amchied by the COnlrota during booMl and wnpoclbn owr the styrofoan Mmis to prevent domoge to the short% Styrofoam SM Meet. shall meal the compressive .Irengih re,Wkemmis of ASTM D1521-73 and shtll be m manufactured by Doe Ch:mical Company, Midlond. Michigon, a equ(valent. In no case Mall th. _I.1nn how tors, than four feet (4') of cover o it the tap of the pip.. MINIMUM AREA OF BEARING SURFACE OF CONCRETE THRUST BLOCK (IN SQUARE FEET) MM®M®MM®MMM®CMY MI' 11IW. ®®MM®®MMMEM®E®M(�1 W. MMMMZMMM===M=iiWI�P1 Z' = 3500 PSI 3500 PSI �; CONCRETE CONCRETE END AREA BEARING J END AREAw AGAINST K� UNAGAINST SDIL UNDISTURBED SOE TYPICAL TEES-DEADENDS-CAPS TYPICAL BENDS NOW: PLACE 4 .4 POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THR UST BLOCK END AREA NTS GROUND - VALVE BOX 6' UNDISTURBED MINIMUM SOIL BOLTED HYDRANT TEE - NCREM CON WATER MAIN SEE THRUST BLOCK SCHEDULE HYDRANT MANUFACTURER TO BE APPROVED BY THE ENGINEER AND MUST MEET CITY STANDARDS. HYDRANT FLAG 4' STORZ CONNECTION 16'-21' IE�y�I LEDGE PAYMENT LIMIT MINIMUM 6' BURY 6' LATE VALVE THRUST BLOCK SEE WATER TRENCH 'CRUSHED STONE LEDGE PAYMENT LIMIT DETAIL FOR BEDDING 6' DOA. DA. PIPE REQUIREMENTS HYDRANT DETAIL NTS AWWA CT1U/p63 DDxLIANT DICTILL IRON TAPPING SLEEW WIN W ENDS WITH END AND SIDE CASKETS PER CND SPECIFICATIONS - ALL NJ CLANGS SHALL BE 'MEGALUG' OR APPROVED EQUAL NOTE. HYDRANT DRAIN SHALL BE PLUGGED. ARJUSTABLE CAST ACN VALW BOX TO Fm4H GRADE WITH MARMARKED wAIER VALW carORhLINc To TARRNGE C-SOB. COUNTER COCK WISE OFFING WITH MORNING PIESSME OF M. PERR WATER DEPARTMENT sRanc�AnaHs 3/4' CRUSHED STCHE SHALL EXTEND AROW BOTTOM w VALW BOX 3/4' CORPCIATICH IN 1A51 LENGTH OF PIP[ FOR USANG AND CIEDHAATIDH MECA-LUG RETAINER CA MPROWD EQUAL 3/4' CRUSHED 5TCHE MOH. I2' DEPTH OTES: 1. NET TAPS SHALL BE PERFORMED ONLY BY FIRMS APPRCWO BY THE WATER DEPARTMENT. A CURRENT CERTI IE OF MSURARCE M ACCORDANCE WITH WATER DEPARTMENT UEDAEMENTS SHALL AL50 BE PRDv-EO. 2. TAPS LAPS SHALL DE A MINIMUM OF THREE PIPE DAMEIERS AWAY fADI ANY JCNT N THE EXISTING RPE TO BE TAPED. 3.AFTER TIC OLD APPLIED AND TESTING ALL BOLTS AND NUTS SHALL IX BI11SU CCES O WITH NIln AND OLI APREO MATERIAL TO TIKAOUKPEY COVER ALL EIPOSEO SURFACES DE THE xUTS AND BD13 TAPPING SLEEVE & VALVE NTS UNP-D AREAS I PAID AREAS MICNHESS OF HEw P-MENT AT T«NCH SHALL MATCH EXSTAG T9CMNESSS. AT A MAMU% PAWMENT Len I/2' TYPE a BAAND 1 1/2- TYPE IUCWEARAG COJRS PAWMENT.SE TMKp<NEss OF Easnmc SUBBASE OR a DENSE GRADED CRusNFD SLONF (VIRAMS SPEC. 70e.06)_ UNDISTURBED SOL- BACKFL WITH APPROVD EXCAVATED MATERIAL THOROUCHLY COMPACTED A 6' UIFM THE SOES DE TRENCES 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF REPOSE SAND BORROW (VTRARS SpEG R503) 1. D.I. PK. F TIENOH- IS MET, 31W CRUSHED STONE REDDND SHALL BE USED. UNDSTURRED SOL PRICE TO PAWNG COT EAST" PAWMENT BACK WN DE OUSIBBASE 1 FT DR E.... . QEAR AND COAT EOGE OF EXISTING PAWNENT WTH ENULS. PRIOR To RACEMEAT OF WEARING COURSE PAWMENT, GRIND EXISING PAWYENI BACK A VY a 1 FT To A DEPTH m 1 1/2' TO STAGGER JONM M TRENCH PAWMENT PATCH. I n WATER YAM III ADJUSTABLE TWO PIECE CAST IRON VALVE BOX TO FINISH GRADE 3/4- CRUSHED STONE SHALL EXTEND MOVE BOTTOM OF VALVE BOX MEGA -LUG RETAINER OR APPROVED EQUAL / 3/4 CRUSHED STONE SEE WATER TRENCH J MIN DETAIL FOR PIPE AND . 12' DEPTH BENDING REQUIREMENTS NOTES: 1, VIEWS SHALL BE MANUFACTURED TO MEET ALL REOUIREMENTS OF AWNA C509, CUM NT EDITION. VALVES TWELVE ACHES (12-) AND SMALLER SHALL BE BUBBLE TIGHT, ZERO LEAKAGE AT ZOO PA WORANF. PRESSURE. VALVES SRALL HAVE NON-RISNG STEMS, OPEN COUNTER CLOCKWISE AND PROSDE A TWD (2-) SGUARE OPERATWO WI WITH AN ARROW CAST IN ME METAL MDICATNC DIRECTION OF CPENING EACH VIEW SHALL HAW THE MAILERS NAME, PRESSURE RATING AND AM A YMCH IT WAS MANFFACTURED CAST ON THE BODY. VALVES SHALL BE MECHANICAL MNT ON EACH END. AND SEWRED TO THE ADJONIFIG RPE WITH AN APPROVED RETAINER GLAND. PRIM TO SHIPMENT FROM THE FACTORY EACH VALW SHALL BE TESTED BY HYDROSTAIIC PRESSURE EQUAL TO TWICE THE SPECIFIED WORKING PRESSURE. 2. BURIED VALES SHALL SE MuDEO WITH A TWO INCH (2') SQUARE MIE NUT AND SHIEL SE INSTALLED .TH CA51 AM VIEW BOX AS REQUIRED TO ALLOW M W ACCESS TO TIE VIEW CPERATNG NUT AT ALL TMES IN ASTALLABORS WERE THE DEPTH FROM GRAD M TOP OF VIEW OPERATING NUT M GREATER THM SX (6') FEET. A VALW STEM RISER SHALL BE PROWDED AND INSTALLED SUCH THAT THE DEPTH FROM THE VALW STEM RISER NUT 10 GRADE IS FROM FOUR FEET TO SIX FEET (4'-6'] (MINIMUM LENGTH OF VALW STEM RISER IS TWO FEET (2% VIEW STEM RISERS SRALL BE OF MGR STRENGTH STAINLESS STEEL AND OF MEUDEO CONSTNOCTNIN. GATE VALVE DETAIL NTS 2' WATER METER TO BE OBTAINED FROM THE WATER DEPARTMENT. CONFIRM SZE WITH Fell. MEDHAMCIE PLANS BACKFLOW PREVENTION DOMESTIC WATER LINI SHUT SPRINKLER SYSTEM PIPING BACKIFLOW PREVENTION DEVICE REDUCER (AS RECUIRED) I 4-WATER SERVICE NOI ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY, AND AN APPROPRIATE THERMAL EXPANSION SYSTEM IN COMPLIANCE WITH THE REQUREMENTS OF THE SOUTH BURLINGTON WATER DEPARTMENT AND THE VERMONT PLUMBING CODE. THE WATER METER SHALL MEET THE REQUIREMENTS OF THE WATER OEPT. WATER SER VICE BACKFLOW PREVENTION DETAIL NTS rK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER F COWR IS .. THAN ... RAC noA r TH. NSMATIDN BOARD CH IS SJ UBLE Fen BURIAL -A I ONES AND APP RT NAN . FORA WAT R SYSTEMS OWNED BY THE CHAMPLAIN WATER PPE. M NO CASE STALL THE PIR DISTRICT. THE CITY OF SOUTH BURLINGTON Tic wLLm:H.1MS_ _TSCOVER m R COLCHESTER FIRE DISTRICT AND THE N I No Teo Alens ARE Oid OVER E OTHER. VILLAGE OF JERICHO. THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT . (D' IS OUTSIDE ALL JOINTS, FITTINGS, MAIN LINE TAPS, DAMEIER OF PIPE) APPURTENANCES AND WATER LINE CROSSMGS. THE CONTRACTOR SHALL AT ALL TIMES DEEP THE TRENCHES - ENTAELY FREE OF WATER uN1E ALL WORK 5 NOW. AND READY FOR BACLTIWND LFDKZ PAYMENT UNIT 1. ALL DUCTILE AM PIPE SHALL HAVE 6 ME POLYETHYUENE PER AWWA US / NHS Z1.5 2. A MM,NM OF 3 BRASS MEEIGES SHALL BE ASTALLEO AT EAM PPE JOAT FOR 6' D.I. PIPE. TYPICAL WATER TRENCH NTS NOTES: rfeudill I RICK MARCOTTE CENTRAL SCHOOL LOCATION PLAN NTS AREA DEPICTED AS'MARY STREET TURNAROUND' ON THE PLAN REFERENCED IN NOTE 1A ON THIS PLAT. NO RECORD WAS DISCOVERED GRANTING AN EASEMENT FOR THIS AREA.— + DOUGLAS HUDSON NIFVOL. 1017, PG. 181 1 -� 11.66,m 1 N 1^' (TIiF' —i CMB N71�04'01HTHIRRYVO5 *LLC \NOS /% CENTURY PARTNERS, LP \ \ NIF VOL 360, PG. 410 ` PARCEL TO BE CONVEYED TO CITY J / OF SOUTH BURLINGTON FOR THE FUTURE EXTENSION OF MARY STREET (12,589 SF) 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A.'CORPORATE CIRCLE, SOUTH BURLINGTON. VERMONT, SOUTH BURLINGTON REALTY CORP., PROPERTY PLAT.' BY WEBSTER-MARTIN, INC., DATED SEPT. 1951, LAST REVISED 5-27-92, AS RECORDED IN SLIDE 248 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B.'ALTA/ACSM LAND TITLE SURVEY, CENTURY PARTNERS, 100 DORSET STREET, SOUTH BURLINGTON, VERMONT." BY TRUDELL CONSULTING ENGINEERS, DATED DECEMBER 9, 1997, LAST REVISED 11/26(07, AS RECORDED IN SLIDE 509 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C. 'SOUTH BURLINGTON SCHOOL DISTRICT, SOUTH BURLINGTON CENTRAL SCHOOL, 10 MARKET STREET, SOUTH BURLINGTON, VERMONT.' BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19. 2004, LAST REVISED 12-17-04 AS RECORDED IN SLIDE 447 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON CPS OBSERVATIONS RECORDED IN OCTOBER, 2016, 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS ANDIOR RIGHTS -OF -WAY. 4_ A CLOSED TRAVERSE SURVEY WAS COMPLETED IN OCTOBER, 2016. THE METHODS AND THE RESULTING ERROR OF CLOSURE MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. 5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE 1' DIAMETER WITH A PLASTIC CAP. - — - — - — PROJECT BOUNDARY - - - ABUTTING PROPERTY LINE IRON PIPE FOUND •IPS IRON PIPE SET aCMF CONCRETE MONUMENT FOUND 0 CMS CONCRETE MONUMENT TO BE SET A CALCULATED POINT NO MARKER SET N/F NOW OR FORMERLY AG ABOVE GRADE BG BELOW GRADE \ CITY OF SOUTH \ BURLINGTON NIF VOL. 697. PG. 402 �\ 6. THE RIGHT-OF-WAY WIDTH FOR MARKET STREET OF 80 FEET IS BASED ON A DEED RECORDED IN VOL. 687, PAGE 143. CMF\ i 7. THERE ARE EXISTING SANITARY AND STORM SEWER PIPES CROSSING LOTS A 8 B AS WELL AS THE 0.Y AG PARCEL TO BE CONVEYED TO THE CITY. NO RECORD ALLOWING THESE PIPELINES WAS FOUND IN THE CITY LAND RECORDS. SOME OF THESE LINES ARE PROPOSED TO BE RELOCATED DURING THE DEVELOPMENT OF LOTS A 6 B. AT WHICH TIME EASEMENTS OVER THEM WILL BE CONVEYED TO THE SOUTH BURLINGTON ' APPROPRIATE PARTIES. SCHOOL DISTRICT NIF 514:JB/ 11.77' / 8. THE EXISTING UTILITY EASEMENT TO GREEN MOUNTAIN POWER CORPORATION ALONG THE VOL. 39, PG. 661 73 33'10 NORTHERLY SIDE OF MARKET STREET IS PROPOSED TO BE RELOCATED TO WITHIN THE MARKET STREET RIGHT OF WAY ALONG THE FRONTAGE OF LOT A. 1 1 CMF o.r AG 138�5 � Q N 1 IPS 28,793 SF '\y \ 20.81' N 2V14'34'E L • 66.08' _tP IV_— �\ R=340 OfY L=57.12' 4 TYPICAL 10' WIDE UTILITY EASEMENT TO \ / GREEN MOUNTAIN POWER CORPORATION, AS RECORDED IN VOL. 207, PAGE 510 V Q 1RY W /\ DORSET SQUARE POON TRUST, LLC. ASSOCIATES \ WF VOL. 780, PG. 726 NIF \� VOL. 194, PG. 77 VOL. 194, PG. 80 VOL. 194, PG. 82 VOL. 194, PG 90 P\ VOL. 266. G. 120 GRAPHIC SCALE 60 0 30 50 120 340 ( IN FEET ) 1 inch = 60 ft. IPF 20 / 12 AG If APPROXIMATE LOCATION OF 30' WIDE MINIMUM WIDTH EASEMENT TO THE CITY OF SOUTH BURLINGTON FOR ti 4 PEDESTRIAN AND VEHICULAR ACCESS FROM CORPORATE WAY LOT B o \ \ (AKA MARKET STREET) TO THE CENTRAL SCHOOL AS SHOWN ON vj ^ THE PLAN REFERENCED IN NOTE 1A ABOVE AND AS 183,180 SF 4 a' \ REFERENCED IN PARAGRAPH 5 OF A DEVELOPMENT AGREEMENT BETWEEN SOUTH BURLNGTON REALTY COMPANY U AND THE CITY OF SOUTH BURLINGTON, AS RECORDED IN VOL. 261, PGS. 550-565. 60• 1 EXISTING EDGE OF PAVEMENT OF SCHOOL DRIVEWAY I N 2z1r MARKET NW174VW ` � `��_ / j C RLYKNO 143 H'N,13 Bp' �RA7E WAV) SOUTH BURLINGTON CITY CENTER, LLC. I Nff VOL. 853, PG. 222 , CITY CLERK'S OFFICE / CITY OF SOUTH BURLINGTON, VT. RECEIVED FOR RECORD AT M_ AND RECORDED IN SLIDER ATTEST: APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON. VERMONT, ON THE_ DAY OF , 2017 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAK) RESOLUTION. SIGNED THIS _ DAY OF 2017 BY (CLERK OR CHAIRMAN) LANDOWNER SOUTH BURLINGTON CITY CENTER, LLC C/O SOUTH BURLINGTON REALTY CO. P.O. BOX 2204 SOUTH BURLINGTON, VT 05407 .2017 DEED REFERENCE: O'CLOCK VOL. 853, PAGE 222 TAX MAP PARCEL: D450-00D02 CITY CLERK TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS ANDIOR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND C70 WI E,j�EOU N78 OF 27 VSA §1403� EDT �'"DAY OF�, 2017 �� . `%\ DOUGLAS ! HENSON No. 656 ems: t ,`,,, T11f "POW SMO" "LO SKETCH/CONCEPT [:1 ACT= REVIEW Q PREUMN"Y ❑ COWTRUCTM I] FINAL LOCAL REVIEW RECORD DRAWING ANDS OF IOU d— '15143 SOUTH BURLINGTON ..urvy,.y CITY CENTER, LLC MARKET STREET SOUTH BURLINGTON, VT d'— SUBDIVISION CILIA aad ABR O. PLAT dl 10-14-16 .'M. LAMOUREUX & DN AS NOTED Im. Consulting Engineers, lac. .N. no. 14 Morse Drive Essen J-then, VT 05452 P L-1 Tel: 802-87"50 r south di tox PLANNING & ZONING September21, 2018 Re: #DR-18-09 — 146 Market St Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval. If you have any questions, please contact me. Sincerely, Marla Keene Development Review Planner Encl. CERTIFIED MAIL -Return Receipt Requested # 7018 0040 0000 1165 3253 Im Ln �ni m Ln -0 r9 0 0 0 0 0 0 0 fca 575 Dorset Street South Burlington, VT 05403 1 r-q www.sburl.co� � I I ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: ST�J2vtr.lL� �n1� �� b 5L�c,3 I II I I III IIIIII I I I I II IIII I IIII 9590 9402 3184 7166 4417 60 2. Article Number (Transfer from service label) 7(w�-ooLjo-600n- IM-32 PS Form 3811, July 2015 PSN 7530-02-000-9053 A. i ature hc' ❑ Agent ❑ Addressee B. eceived byjiynamel Date of Delivery D. Is deliverk address different from item t? I:] Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Adult Signature ❑ Adult Signature Restricted Delivery 6(Certified Mail@ ❑ Certified Mail Restricted Delivery ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery ❑ Insured Mail ❑ Insured Mail Restricted Delivery ❑ Priority Mail Express® ❑ Registered Mail- 0 Registered Mail Restricted Delivery ❑ Return Receipt for Merchandise ❑ Signature ConfirmationTM ❑ Signature Confirmation Restricted Delivery Domestic Return Receipt ++'� r 1 yr :, < 5 r�•:; _ f'§.,.;,�,,,� �.4K o USPS TRACKING # . FeeTflaid . ° SPS ' Permit No. G-10 9590 9402 3184 7166 4417 60 United States • Sender: Please print your name, address, and ZIP+4® in this box; Postal Service S ( V3dc-) ( "mot Vj- Cs�� 0,d(cA t✓►'1l1i{'�l"i��i''l1iIIliliil�j}}i�3liti'ili�iii1"ii#ii'ail P southburlington PLANNING & ZONING Permit Number DR- / 0 - Oq (office use only) APPLICATION FOR MASTER SIGNAGE PERMIT / SIGN DESIGN REVIEW PERMIT 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 Design Review Committee and Development Review Board. Applicati n for: Initial Master Signage Permit after June 3, 2002 ❑Amendment of Master Signage Permit ❑ Individual Sign, pursuant to Master Signage Permit #DR [I(S) OF RECORD (Name(s) as shown on^dged mailin address, phone and fax#) fQYP.�(YY)Q�'1 �le�U��Yier �0 (1 r Li(7-1112 n)oeJ 101A, n e- 1�0 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) .'• �� ��S 10 �3 -� 4e_ 4) APPLICANT'S'1f&A'L INftREST IN THE PROPERTY (fee simple, option, etc.) )Yrhasa- ZS� CONTACT PERSON (Name, mailin address, hone and fax #) I� e- VT 5a) CONTACT EMAIL ADDRESS ed r &Q.,Qn re. An M4 6) PROJECT STREET ADDRESS: J`-ilp �1a �kP �- +, fir, c: -(•� `R I-M im, }i+-)r), VT IN 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 6Y50 '"0660O1 , 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 8) PROJECT DESCRIPTION General project description (explain what you want approval for): (1Skcl,\\C��caf� C�v���-i1 'Sl•7---�. �r�"iG�#' 1C�..�(1'�l �j2 ya v-Cl P AA in rc1 R. 1-4 -7 G-*- (—' rw• � � �1i11•[v1:i�i►l��1r�'rt�il�.a�l:��r�s:.��►ls••.�i.�s�� Plat plans shall be submitted which shows the information required by the City's Sign Ordinance. Five (5) regular size copies, one reduced copy (I I" x I7"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. 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. , APPLICANT OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 9 5 �Z0ls I have reviewed this sketch plan application and find it to be: 1omplete Admini 17Rcomplete a Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. 2 Master Signage Permit Form. Rev. 12-2011 150HEIGHT X 91OLENGTH 9.47 SOR FEET HONEYCOMB DESIGN 150 HEIGHT X 960 LENGTH 10 SOR FEET TOTAL 19.47 SQUARE FEET SIGNAGE AREA HELVETICA FONT INJECTION MOULDED PIN MOUNTED PAINTED MATTE FINISH SILVER ALLA h ED CATEDRAL SQUARE ANATSON w" NSIGN,-,C01 MAIN 10 COPY DFW 8/8 Lamoureux &t Dickinson Engineers Surveyors Planners Wetland & Soil Scientists August 13, 2018 Marla Keene, P.E. Development Review Planner City of South Burlington 575 Dorset Street South Burlington, VT 054503 RE: SD 17-29 146 Market Street FBC Site Plan Amendment application Dear Marla: We are writing on behalf of The Snyder -Braverman Development Company, LLC to request a site plan amendment for the proposed electric transformer and vault to be located off the northeast corner of the building at 146 Market Street. The transformer has been positioned to also serve development on the adjacent parcel. The proposed transformer has been added to sheets 1-3. Shrubs will be planted along the perimeter to screen the transformer from Market Street. The following are enclosed for your review: Application for Site Plan Review (FBC - $153 application fee - 3 full size & (1) 11 "x17" copy of sheets Please contact our office with any questions. Sincerel An rew owe P.E. c: Ken Braverman Chris Snyder PA2015\15143 City Center\Cathedral Square\City\FBC Amendment\cover letter.doc District) 1,2&3 14 Morse Drive, Essex, VT 05452 802.878,4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service Application Number S (office use only) APPLICATION FOR SITE PLAN REVIEW (City Center FBC District) All information requested onthis application must becompleted infull. Failure toprovide 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. I. Street Address mfProject: 146 Market Street 2. Brief project description (explain what you want approval for): Afour story building toboconstructed nne0.68acre lot. Project will include 30residential units along with B703u(ofnon-residential space onthe ground floor. Proposed development \oalso include 30space underground parking8 covered parkingd8 surface parking spaces. 3. Applicant Name The Snyder -Braverman Development Co, LLC Email Address 4O76Shelburne Road, Suite Telephone 802-985-5722 Shelburne, \/T85482 4. Primary Contact (person who will receive all correspondence hnmSmff) Name n Email Addre Telephone Essex, VT 05452 5. 0vvner(s)ofRecord (Namedas shown ondeed, mailing address, phone and faxA): The Snyder -Braverman Development Co, LLC 4076 Shelburne Road, Suite 8 Shelburne, VT 05482 6. Project Summary a. Existing Uses onProperty (including description and size ofeach separate use: The site is currently undeveloped 57S Dorset Street South Burlington, vros4u3 tel 802.8*6.*106 fax 802.846.4/01 www.xbudznm b. Proposed Uses on property (include description and size of each new use and existing uses to remain): Parcel is currently undeveloped Residential = 34,914 SF Non-residential = 9,793 SF Parking = 13,844 SF c. Building size (GFA) Existing none Proposed 44,707 SF (excluding parking) d. Residential Units Existing none Proposed 39 units e. Does this project require meeting Section 18.01, Inclusionary Zoning? ® Yes ❑ No If yes to above, please indicate below the number of dwelling units that will be reserved in perpetuity for households in each income category. Please see 18.01(C) for the proportion that must be devoted to each income category and how to calculate fractional dwelling units. Affordable Units #s 80% of Median 31 units 100% of Median 3 units 120% of Median 5 units f. Qualifying open space (SF) Existing undeveloped parcel Proposed 3035 SF (see also site plan) 7. Project Details. a. Completed Submission checklist ❑ N/A - amendment application for transformer only b. Completed BES checklist & self -evaluation ❑ N/A - amendment application for transformer only c. Supporting documents and narrative for certain circumstances (Including but not limited to): I. Section 8.06, Special Standards; Section 8.07 Materials; Section 8.08 Open Space Standards; Section 8.09 Nonconformities ii. Article 10, Overlay Districts Ill. Article 12, Surface Water Protection Standards iv. Article 13, Supplemental Requirements 8. Total area to be disturbed during construction (sq. ft.) 69,696 SF * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 and Stormwater Management in Article 12 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. Cost Estimates. a. Building (including interior renovations). b. Landscaping: c. Other site improvements (please list with cost): 10. Traffic / Trip Generation. 55,600,000 563,500 2 a. Land Use [ode(s)Used, independent Variables, Calculations L8C251.Senior Adult Housing - Attached (#ofunits) LUC48G^Recreational Community Center (square feet) LUC71U`General Office Building (square feet) k P.K8,Peak hour for entire property (In and out): 20 11.Estimated Project Completion Date. Outob r2018 12. Site Plan and Fee. Asite plan shall 6esubmitted which shows the information required bythe [it/sLand Development Regulations. Three (]) regular size copies, one reduced copy (l1"xl7'')'and one digital (PDF- format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. 13. List of Project Sheets, Include a list of each project sheet submitted by number. 14. Notification cfAdjoining Property Owners, Neighborhood Meeting. Notification cfadjoining property owners is the responsibility of the applicant. After determining that all submission requirements have been met, the Administrative Officer will provide the applicant with a project description and sample certificate of service. The sworn certificate of service shall be returned to the City along with demonstration of having met all of the requirements ofSection l4.U5ofthe Land Development Regulations. a. Proposed location of neighborhood meeting (if applicable): N/A - amendment application I hereby certify that all the information requested as part of this application has been submitted and is accurate tothe best ofmyknowledge. KenBraverman for 8B[]C � X11(ppik'ant'sApplicant's Printed Name Date � Ken Braverman for SBOC � m�uwxners��oacune Prope�yOwne�spdntedName Date � Review Authority: Development Review Board - Administrative Officer Action, | have reviewed this site plan application and find Ktobe: Complete Incomplete Administrative Officer Date The applicant orpermitteemtains the obligation �identify, applyfor, and obtainelevantstate permitsfor this pnojecLColl /8O2/879`5676/uspeak with the regional Permit Specialist, CITY OF SOUTH BURLINGTON HOUSING TRUST FUND FY 2018 PROJECT FUND AGREEMENT Between the CITY OF SOUTH BURLINGTON ("City") And the CATHEDRAL SQUARE CORPORATION ("Cathedral Square") (Collectively "the Parties") April 2018 WHEREAS, in 2015 the South Burlington City Council established, under the authority granted in Section 310 of the South Burlington City Charter, a reserve fund to be known as the South Burlington Housing Trust Fund (the "Housing Trust Fund"); WHEREAS, the purpose of the Housing Trust Fund is to provide a permanent, renewable financing source to support strategic participation in development that will increase the City's stock of affordable housing; WHEREAS, Cathedral Square is a nonprofit organization and a national leader in the development of affordable, service -enriched housing communities for older adults and people with disabilities and other special needs; WHEREAS, as part of the City's longstanding vision for establishment of a downtown core to the community, construction has begun on Allard Square, a 39-unit affordable residence for seniors developed by Cathedral Square in partnership with Snyder Braverman Development Company LLC and People's United Bank (collectively the "Developers"); WHEREAS, Developers approached the City of South Burlington's Housing Trust Fund Advisory Committee and requested funds from the Housing Trust Fund for the purpose of supporting the Allard Square affordable housing project; WHEREAS, the Housing Trust Fund Advisory Committee recommended to the South Burlington City Council disbursement of $100,000.00 from the Fund for the purpose of supporting the Allard Square affordable housing project; and, WHEREAS, the South Burlington City Council approved this disbursement ("Funds") to Cathedral Square; NOW THEREFORE, in consideration for the City's disbursement from the Housing Trust Fund, Cathedral Square AGREES as follows: 1) For all construction or other activities assisted with Funds, Cathedral Square agrees all agents, employees and contractors of Cathedral Square are acting as independent contractors and not as agents or employees of the City. 2) To indemnify, defend, and hold harmless the City and its officers, volunteers, employees and agents, from any and all liability, claims, suits, judgment, and damages arising in Page 1 of 2 connection with or as a result of the use of Funds by Cathedral Square or any agents, employees or contractors of Cathedral Square. 3) To comply with all applicable federal, state and local laws, statutes, codes, ordinances and regulations. 4) To maintain all applicable accounting records and shall make available copies of all such records as may be requested by the City and cooperate with the City as necessary in providing all data and information specific to the Funds. 5) To complete the Allard Square affordable housing project and receive certificates of occupancy from the City no later than January 1, 2020. 6) In the event Cathedral Square fails to comply with all or any part of this agreement the City shall have the option to demand repayment of the Funds which may include interest. AGREED on this f �7 day of 2018 by: Cathedral Square ,1 Duly authorized Et,1�� Page 2 of 2 November 1, 2017 Ref: 57943.00 Ms. Laura Lapierre Wetlands Program Manager Vermont DEC —Watershed Management Division 1 National Life Drive, Main 2 Montpelier, VT 05620-3522 Re: South Burlington City Center Project South Burlington, Vermont Vermont Individual Wetland Permit (DEC # 2013-293) Dear Laura: r mw *vOhb Via Electronic Mail Only As authorized by your email dated November 1, 2017, VHB has completed the distribution requirements for the administratively and technically complete Individual Wetland Permit Application #2013-293 ("Application") for unavoidable Class II wetland and buffer impacts associated with the above referenced project on behalf of Snyder - Braverman Development Co. and South Burlington City Center, LLC (together the "Co -Applicants"). Pursuant to Section 9.2(a) of the Vermont Wetland Rules, complete electronic copies of the Application, originally submitted on June 20, 2017, with supplemental and revised application materials submitted on July 7, 2017 and September 29, 2017, have been sent to the office of the City Clerk in the City of South Burlington as well as the Chittenden County Regional Planning Commission. Pursuant to Section 9.3 and 9.4 of the Vermont Wetland Rules, we respectfully request that the Wetland Section publish notice of the application to commence the 30-day public comment period. Please do not hesitate to call if you have any questions. Sincerely, Patti Kallfelz-Werts Environmental Scientist PBW/jkw Enclosure cc: Charlie Baker, Executive Director, Chittenden County Regional Planning Commission (hard copy of letter, CD) Donna Kinville, City Clerk, City of South Burlington (hard copy of letter, CD) Laura Woods, Wetlands Program Support, DEC (electronic copy of cover letter only) Chris Snyder (electronic copy of cover letter only) Ken Braverman (electronic copy of cover letter only) Tim Mackenzie (electronic copy of cover letter only) \\VTSBDATA\projects\57943.00 S Burlington City Center\docs\Permits\City Center VWP\Tech Complete Distribution\SBCC_VWP Tech Comp Distribution Letter.doc 40 IDX Drive, Building 100 Suite 200 Engineers I Scientists I Planners I Designers South Burlington, Vermont 05403 P 802.497.6100 F 802.495.5130 NOTICE OF CONDITIONS OF SITE PLAN APPROVAL WHEREAS, on September 19, 2017, Snyder -Braverman Development Company, LLC (the "Developer") and South Burlington City Center, LLC (the "Owner") obtained approval from the South Burlington Development Review Board (the "Board") for Site Plan Application #SD-17-29A for the construction of a 42,163 square foot four (4) story mixed -use building, which includes thirty-nine (39) residential units, located at 146 Market Street, depicted as Lot A, containing 28,793 square feet (the "Property"), on a subdivision plat entitled: "Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT — Subdivision Plat," Sheet No. PL-1, prepared by Lamoureux & Dickinson Consulting Engineers, Inc. dated October 14, 2016, last revised February 10, 2017, and recorded in Map Slide 161 at Page 2 of the City of South Burlington Land Records (the "Plat"). WHEREAS, the Property is owned by Owner, and is a portion of the lands and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G, Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. WHEREAS, the Board's approval imposes certain conditions on the Property; NOW THEREFORE, Owner and Developer hereby give notice that the Property is subject to the following conditions and restrictions which shall run with and be binding upon the Property unless or until modified or removed by the Board or its successor: l . The Property shall be developed and used in accordance with the terms and conditions of the Board's approval of final plat application # SD- 17-29A granted on September 19, 2017, 2. Pursuant to Condition #9 of the Board's approval, Owner and Developer acknowledge and agree to provide the adjacent property owner to the northeast of the Property, depicted as "South Burlington School District N/F" on the Plat (the "School District Parcel") with an access easement across and along the northerly boundary of the Property to Mary Street, if deemed necessary in the future by the Board or Administrative Officer in connection with a plan for development of such School District Parcel; provided, however, that: (a) such access easement shall become effective only at such time as a reciprocal easement is granted by the owner of the School District Parcel to the owner of the Property for reciprocal access through the School District Parcel to the nearest roadway connection; and (b) the cost of site modifications to allow for the physical connection of the School District Parcel shall be borne by the owner of the School District Parcel. Any changes to the Plat shall require approval of the Board. 4. This Notice of Conditions shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the Property or an interest in the Property. 5. This Notice of Conditions shall be binding upon the Owner, the Developer and their respective successors and assigns. 01 i. "10 0 4 6 4 C' 7 1392 PG: 106 Dated at�21 Vermont, this ,�Ity of 2017. SOUTH BURLINGTON CITY CENTER, LLC 1tn es s STATE OF VERMONT CHITTENDEN COUNTY, SS. By: Duly Arued Xgent On thisf!tlday of 2017, personally appearedI mesnj Duly Authorized Agent of SOUTH BURLINGTON CITY CENTER, LLC, to me known to bye the person who executed the foregoing instrument, and he acknowledged this instrument by him signed and sealed, to be his free act and deed and the free act and deed of S €?ItTH BaON CITY CENTER, LLC. Before e, P is Notary Cornn-dssion issued in Chittenden County My commission expires: 2/10/19 [Additional Signature Page Follows] 1_! l_I 0 4 6 41-17 ` V= 1392 PG 11=17 SNYDER-BRAVERMAN DEVELOPMENT COMPAW5 LLC By: thori a gent STATE OF VERMONT CHITTENDEN COUNTY, SS. Onthis Iqq day of Se�Oi2wiber , 2017, personally appeared Chnsiao,{ & &yde,— , Duly Authorized Agent of SNYDER-BRAVERMAN DEVELOPMENT COMPANY, LLC, to me known to be the person who executed the foregoing instrument, and he acknowledged this instrument by him signed and sealed, to be his free act and deed and the free act and deed of SNYDER-BRAVERMAN DEVELOPMENT COMPANY, LLC. 125616WPMR, ci Before me, otary 0is 1 Notary Co ssion issued in Chittenden County ti"r0y�� My commission expires: 2/10/19 �(�—�fyJ _UF �{N�-3—{A��_O'js7ji r[p7' (�t��j{ "'**1 September 21, 2017 Mark L. Sperry, Esq. Langrock Sperry & Wool, LLP P.O. Box 721 Burlington, VT 05402-0721 Re; Notice of Appeal #AO-17-03 — DRB Findings & Decision #SP-17-29A . - U.S. Postal Service'" CERTIFIED MAIL° RECEIPT Domestic Mail Only ONE a■ _ ' For delivery information, visit our website at www.usps.com"'. ru If you have any questions, please contact me. 0 Sincerely, o raj o `�// / / / / m Raymond J. Be air Administrative Officer ra 0 r_ Encl. Certified Mail -Return Receipt Requested # 7016 1370 0000 1412 0681 575 Dorset Street South Burlington, VT 05403 tel 80L846.4106 fax 802.846.4101 www.sbur1.com ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addresse to: y f�o 1p A. Signature X / ❑ Agent ❑ Addressee B. heived by (P ' ted Name) C. ate of Del' eat,� e'livy-fIT-��- D. Is delivery address different from ftem 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Priority Mail Express® III' II' ('I') I II I I I I I I I II "I I I II I III ❑ Ad It Signature ❑Registered Mai1T^' ❑ It Signature Restricted Delivery ❑ Registered Mail Restricted 9590 9402 2555 6306 5299 76 W Certified Mail® Delivery ❑ Certified Mail Restricted Delivery ❑ Return Receipt for ❑ Collect on Delivery Merchandise 2. Article Number (Transfer from service label) ❑ Collect on Delivery Restricted Delivery ❑ Signature ConfirmationTM ❑ Signature Confirmation tail 7 016 1370 0000 1412 0681 lail Restricted Delivery Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 1111111111111111111111111111 9590 9402 2555 6306 5299 76 United States Postal Service First -Class Mail Postage & Fees Paid USPS 111111 Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box* CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 i�lli'1'illilil'illll'Ii11II'1'!1'!i!li"ilillllill0....ii}I,i,l Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Number of Units: $8i,485.43 39 Dorset Street Water Line (enter i if yes)? I I Fee RECREATION FEE ROAD IMPACT FEE DORSET STREET WATER LINE POLICE IMPACT FEE Cost: $1,167.97 $594.79 $379.34 $326.61 1 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2018 Project Name & Address Allard's Square 146 Market Street Property Owner South Burlington City Center, LLC Effective Date TOTAL IMPACT FEE $12,320.33 Value of New Construction: Type of Use Type of Construction Fireproofed Steel Skeleton or Reinforced Concrete _ S66 -_ _ S88 _ _ $123 5133 - S84 SF Masonry or Concrete Bearing S69 S96 5113 S71 554 Sx4 S 741 Wood SF Frame SF Structure Industrial/Manufa_cturine Engineering_&_ResParch General Office_ _ _ MedicalOffice _ General Retail _ - - Auto Service_ Facility Elder Care Facility_ S65 S93 5110 S69 - S51 -_ SRI 1 S72 10, _ - S]02 Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Post construction value of structure & land Road Impact Fee PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: NET ROAD IMPACT FEE Police Impact Fee Square Feet of New Structure or Addition Base Fee: $1,104,290 $2,760,725 $182,800 $1, 287, 090.00 11 $390.08 $450.48 1 $10,157.901 10039 $2,386.87 Pre -Fab Steel Structure 7 SF South Burlington Planning Zoning ! New Non -Residential Construction Impact Fees AMR Project Completed by April 1, 2018 Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed Existing 4+ Family Structures to be removed Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE $0.00 $0.00 $107.38 $1, 064,134.00 $117.05 $2,162.44 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use Industrial/Manufa En ineerin Office cturing g and (General) MedicalGeneral Office Retail Auto Elderly Motels Service ! Care Fireproofed Steel Sketloton or Reinforced Concrete Structure $76 $100 $141 $152 $96 NA $117 NA SF _ _ - -- Masonry or Concrete Bearing Wall Structure $56 $79 $110 $129 $81 $62 $96 $85 SF Wood Frame Structure $53 $74 $106 $126 $79 $58 $93 $82 SF 10,039 Pre -Fab Steel Structure $53 $73 $101 $119 $77 $47 $89 $82 SF d MR southl PLANNING & ZONING Planning and Zoning Invoice Residential`` Impact & Permit Fees Property Owners Name: JU` /✓IliG// 41,— l" C_I tY (. l / I Property Location: � X— A& — � Amount: Payment Type: Date: Code Pricing Amount Due Zoning Permit (New Residential) ZP- zp $13.00 1 sq. ft. building @ $0.45 per sq. ft. $�_ plus sq. ft. unfinished basement Qa $0.20 per sq. ft. $ p I �IJE 0 � boa garage bays at $5o per bay $ plus After -the -fact of (_) 5o% [no NOV] or 100% [NOV] $ Total $ (g_! Zoning Permit $ t Sewer Allocation Fee WWA 4204 !_—g.p.d x $11.52 a (� Bartlett Bay (A�4irport Parkway Recreation Impact Fee South Village Recreation Impact Fee #243 $ Road Impact Fee #221 $ Fire Impact Fee #203 $ Police Impact Fee #222 $ Dorset Street Waterline Fee #230 .-- Sewer Connect Inspection ww- ` w $63 $ Total $ l� " Impact & Permit Fee Schedule City Center - Cathedral Square 9 13 17 Zoning Permit - residential .45/sq.ft. 32,124 $14,455.80 Zoning Permit - non-residential .35/sq.ft. 10,039 $3,513.65 Garage bays $50/per bay 28 $1,400.00 Recording of Permit $13.00 $13.00 Certificate of Compliance $40.00 . Recreation Impact Fee 1167.97 39 $45,550.83 Road Impact Fee -residential 594.791 0 $0.00 Road Impact Fee - non-residential 1 0 $0.00 Fire Impact Fee $0.00 Police Impact Fee 326.61 39 $12,737.79 Police Impact Fee - non-residential $2,162.44 Waste Water Connection Fee 1 631 1 $63.00 Waste Water Allocation fee 1 11.521 40951 $47,174.40 Waste Water Allocation fee - non-residential 1 1 $829.44 Total Fees - Planning & Zoning: $127,940.35 Water Fee $1,200.001 1 $1,200.00 Usuage Fee $1.731 52651 $9,108.45 Subtotal - Water Fee: $10,308.45 Lamoureux &t Dickinson Engineers Surveyors Planners September 7, 2017 Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Stipulation to Modification of Site Plan Approval SP-17-29 146 Market Street Dear Ray: Wetland & Soil Scientists We are writing to provide revised plans and updated information for the FBC Site Plan Review related to the Stipulation to Modification of Site Plan Approval. The number of dwelling units in the proposed building remains unchanged at 39 units, and the first floor (street level) uses are non-residential. The following information is intended to supplement the plans and application materials: Generator — An emergency generator will not be permanently installed on the site. A portable, trailer mounted generator will be brought to the site only when there is a need for emergency power. A stabilized turf area is proposed on the east side of the sidewalk on the north side of the building. The trailer mounted generator will be parked on the stabilized turf when in use. Landscaping — A revised landscaping cost estimate is enclosed. The value of the proposed trees and shrubs falls short of the required landscaping budget per LDR Section 8.08.G. The applicant is proposing to commission an art element to be mounted on the south side of the building, facing Market Street. Sheet A6 has been modified to show the proposed location on the south elevation view. The elevator is located in this portion of the building, and therefore results in a tall architectural element without any windows. As before, the applicant is requesting staff approval of the proposed concept at this time. They will then seek proposals from artists and subsequently refine and further develop the associated details of the artwork. Open Space — As allowed by Section 8.08.C., a pocket/mini park (3,150 sf) is proposed on the north side of the building, adjacent to Mary Street. This mini park includes a sitting area, a variety of trees and shrubs as well as grass, and includes a defined connection to the sidewalk along Mary Street. As you know, a porch is also proposed at the southeast corner of the proposed building. This porch will be for resident's use, but includes a walkway connection to the sidewalk along Market Street. 14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service The following changes have been made to the plans attached to the Stipulation to Modification of Site Plan Approval: - The smoking structure has been deleted - The note regarding 2 hour parking on Mary Street has been deleted - The note regarding the adjustment of the T4 / T5 boundary has been deleted We have enclosed the following additional or revised documents for your review: - Application for Site Plan Review - T-5 Building Envelope Standards Checklist - Landscape cost estimate - Trip generation data - Mary Street construction cost estimate - Architectural plans (sheets A 1.0, Al. 1, A2.0, & A2.1) — 3 full & 1 reduced - Civil plans (sheets 1-10) — 3 full & 1 reduced Please contact me with any questions. Sincer ell Andrew Rowe c: Chris Snyder Ken Braverman P.\2015\15143 City Center\Cathedral Squ a re\City\FBC application\Revised settlement application\cover letter plans 08-28-17.doc southburlington PLANNING & ZONING Application Number SP- - (office use only) APPLICATION FOR SITE PLAN REVIEW (City Center FBC District) 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. 1. Street Address of Project: 146 Market Street 2. Brief project description (explain what you want approval for): A four story building to be constructed on a 0.66 acre lot. Project will include 39 residential units along with 10,039 sf of non-residential space on the ground floor. Proposed development to also include 28 space underground parking garage and 8 surface parking spaces. 3. Applicant Name The Snyder -Braverman Development Co, LLC Email Address4076 Shelburne Road, Suite 6 Shelburne, VT 05482 Telephone 802-985-5722 4. Primary Contact (person who will receive all correspondence from Staff) Name Chris Snyder Email csnyder@snyderhomesvt.com Address 4076 Shelburne Road, Suite 6 Shelburne, VT 05482 Telephone 802-985-5722 5. Owner(s) of Record (Name(s) as shown on deed, mailing address, phone and fax #): South Burlington City Center, LLC P.O. Box 2204 South Burlington, VT 05407 802-863-9039 6. Project Summary a. Existing Uses on Property (including description and size of each separate use): The site is currently undeveloped 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b. Proposed Uses on property (include description and size of each new use and existing uses to remain): Parcel is currently undeveloped Residential = 32,124 SF Non-residential = 10,039 SF Parking = 10,493 SF c. Building size (GFA) d. Residential Units Existing none Existing none Proposed 42,163 SF (excluding parking) Proposed 39 units e. Does this project require meeting Section 18.01, Inclusionary Zoning? IN Yes ❑ No If yes to above, please indicate below the number of dwelling units that will be reserved in perpetuity for households in each income category. Please see 18.01(C) for the proportion that must be devoted to each income category and how to calculate fractional dwelling units. Affordable Units #s 80% of Median 31 units 100% of Median 3 units 120% of Median 5 units f. Qualifying open space (SF) Existing undeveloped parcel Proposed 3,150 SF (see also site plan) 7. Project Details. a. Completed Submission checklist KI b. Completed BES checklist & self -evaluation c. Supporting documents and narrative for certain circumstances (including but not limited to): i. Section 8.06, Special Standards; Section 8.07 Materials; Section 8.08 Open Space Standards; Section 8.09 Nonconformities ii. Article 10, Overlay Districts iii. Article 12, Surface Water Protection Standards iv. Article 13, Supplemental Requirements 8. Total area to be disturbed during construction (sq. ft.) 69,696 SF * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 and Stormwater Management in Article 12 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). $ 5,600,000 b. Landscaping: $ 63,500 c. Other site improvements (please list with cost): 10. Traffic / Trip Generation. 2 Land Use Code(s) Used, independent Variables, Calculations LUC 251, Senior Adult Housing - Attached (#";f units) LUC 495, Recreational Community Center (square feet) LUC 710, General Office Building (square feet) P.M. Peak hour for entire property (in and out): 21 11, Estimated Project Completion Date, - September 2018 JZ. Site Plan and Fee. A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Three (3) regular size copies, one reduced copy (11" x 17"), and one, digital (PDF- format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. 13, List of Project Sheets. Include a list of each project sheet submitted by number. 14. Notification of Adjoining Property owners, Neighborhood Meeting. Notification of adjoining property owners is the responsibility of the applicant. After determining that all submission requirements have been met, the Administrative Officer will provide the applicant with a project description and sample certificate of service. The sworn certificate of service shall be returned to the City along with demonstration of having met all of the requirements of Section 14.05 of the Land Development Regulations. a. Proposed location of neighborhood meeting (if applicable):SoBurlington Police Station 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. A�lnl!IrSignature Applicant's Printed Name D e Property Owner's Signature Property Owner's Printed Name Date Do not write below this line Date of submission: Review Authority: - Development Review Board Administrative Officer Action: I have reviewed this site plan application and find it to be: '..'7 , Complete .. Incomplete Administrative Officer Date the applicant or permittee retains the obligation to identify, opply for, and obtain relevant state permits for this project Call (802) 879-5676 to speak with the regional Permit Specialist. T-5 Building Envelope Standards Checklist and Self -Evaluation 6 Market Street Rev 8-28-17 T-5 BES (South Burlington Land Development Primary Building Secondary Building Project Applicant Sheet Notes Regulations, 8.14) FaVade Requirements FaVade Requirements Information # (8) Lot Standards (1) Lot Dimensions (a) Lot size None - (b) Lot Width None (2) Lot Occupation (a) Percentage of Lot Coverage None (b) Units per acre None (C) Building Standards (1) Building Types j (a) All Types Permitted (2) Building Stories (a) Principal 2 Min., 6 Max. 4 stories Sh. A2.0, A2.1 (b) Accessory 1 Max. N/A (3) Floor -to -Floor Height (a) First story 14' Min., 20' Max. 10' Min., 14' Max. 14' Sh. A2.0, A2.1 (b) Upper Stories 10'-6 1/4" min. Sh. A2.0, A2.1 (4) Build -to -Zone _ _ (a) Primary Build -to -Zone 0' Min., 6' Max. 0' Min., 9' Max 0-6' Sheet 1 (b) Secondary Build -to -Zone 0' Min., 24' Max. 0'. Min_., 36' Max. 6'-11.7' Sheet 1 (5) Frontage (a) Frontage Buildout 85% Min. 85% Min. (Note 1) 89.90%'Sheet 1 (b) Percentage of Frontage Buildout within the 75% Min. Primary Build -to -Zone 50% Min. 75.10%'Sheet 1 24.90% (c ) Percentage of Frontage Buildout within the 0% Min., 25% Max. Secondary Build -to -Zone 50% Max. (6) Entrances (a) Average frequency of Public Entrances, non- 30' Max. 45' Max. residential first story use Market - 28' Mary - 34' Sheet A2.0 (b) Maximum distance between Public 40' Max. Entrances, non-residential first story use 60' Max. (c) Average Frequency of Operable Entrances, not applicable residential first story use Market - 38' Mary - 38' Sheet A2.0 (100%-75.1%) Market-170'/6 doors Mary - 65/2 doors T-S BES (South Burlington Land Development Primary Building Secondary Building I Project Applicant Sheet Notes Regulations, 8.14) �Fdfade Requirements Facade Requirements I Information # (d) Maximum distance between Operable Entrances, residential first story use (7) Glazing (a) First Story not applicable Min. 80%of the Width Min. 40% of the Width of the Building, and of the Building, and Min. 7.5' in Height Min 7.5' in Height (b) First Story, percent of glazing required to be 75% Min. 75% Min. transparent (c ) Upper Stories See Note 2 (d) Upper Stories, percent of glazing required to See Note 2 be transparent (8) Building Breaks (a) Building Horizontal Facade Min. 3 every 80' Min. 3 every 80' (b) Single Span of Horizontal Facade Without a Recommend every 24- Recommend every 24- Break 48 feet; 60' Max. 48 feet; 60' Max. (9) Supplemental Building Standards (a) Awnings, Stoops, Vestibules Encouraged (D) Block and Street Standards (1) Blocks (a) Perimeter 1,600' Max. (b) Length 400' Max. (2) Street and Connection types (a) Destination Street Permitted, Qualifies as a Street (b) Support Street _Permitted, Qualifies as a Street (c ) Neighborhood Street Narrow Permitted, Qualifies as a Street (d) Market Street & Garden Street Permitted, Qualifies as a Street (e) Path Permitted Connection, Not a Street (f) Alley Permitted Connection, Not a Street (b) Mew Permitted Connection, Not a Street (h) All other street types Prohibited (3) Curb Cuts (a) On Market Street Prohibited (b) On Garden Street Prohibited (c) All other streets 100' Min. distance between curb cuts Market Mary St Mary & cet St - Market & Mary St Sheet A2.0 Sheet A2.0 Market - 1187147' Mary - 38'/65' Market - 79'/170' Sheet A2.0 1 Mary - 24765' 100% I Sheet A2.0 tisfied Sh. Al. 1, A2.0 max. Sh. A1.1, A2.0 At awnings Sh. A2.0, A2.1 N/A - -- Mary St extension < 200' St ext. Sheet 1, 2 None proposed Sheet 1, 2 Mary St curbcut >100' \/ T-5 BES (South Burlington Land Development Regulations, 8.14) Primary Building Secondary Building Facade Requirements Facade Requirements Project Applicant Sheet Notes Information # (E ) Parking Standards (1) Parking Amount Requirements (a) Per Residential Unit 2 spaces Max. (b) Per 1,000 gross s.f. Non -Residential 2 spaces Min. 39 units = 78 spaces max. 36 spaces proposed _ None req'd for < 5,000 SF Satisfied - see above (2) Location & Screening (a) New construction resulting in additional non-residential gross floor.area or residential units shall meet T-5 Parking Standards (b) New surface parking shall be set back from the primary street a minimum of 25' Satisfied Sheet 1 (c ) Parking spaces may be leased from the city or a private landowner N/A (d) New parking spaces shall e screened from all streets and the public realm, a minimum o four (4) feet in height N/A (e) Parking under structures is encouraged (f) Parking shall only be permitted in compliance with applicable BES standards for building frontage Garage proposed - Sheet 1 No tenant spaces > 5,000 SF - — - ------ _ N/A 4 stories prop. N/A 4stories prop. (g) No parking spaces required for ground floor tenants/ uses less than 5,000 sq. ft. (3) Off -Site Parking (a) Off -site parking within 600' may be used to meet parking requirements for Residential uses. (b) Off -site parking within 1200' may be used to meet parking requirements for non-Residential— (c) Shared parking may be used to meet parking requirements (See Article 13). (F) Supplemental District Standards (1) Upper Story setbacks (a) All stories above the fourth story of any building shall be set back a minimum of twelve feet (12') from the principal and secondard building facades. (b) All stories above the fifth story of any building shall be set back a minimum of twelve feet (12') from all Alleys. (G) Streetscape Standards (1) General Standards (a) All streetscape features must be consistent within a project. (b) Non-hardscape, pervious areas within the front yard shall be predominantly planted with groundcover or flowering vegetation. (c ) All features proposed within an existing, proposed, or planned public ROW shall comply with requirements of the Department of Public Works. (d) Proposed development shall comply with all requirement of Article 11 Satisfied Sheet 3 Satisfied Sheet 1, 2 Satisfied Sheet 1, 2 (2) Streetscape requirements (a) Benches 1 Min. per 50' frontage (b) Bicycle Parking or Rack Spaces 20 Min. per 100' frontage M T-S BES (South Burlington Land Development Primary Building Secondary Building Project Applicant Sheet Notes Regulations, 8.14) Facade Requirements Facade Requirements Information # (c ) Street Tree Spacing, on center 30' Max. average Mary St - sheet 3 Notes ---- (1) If a corner lot is 100' or less in width along the street containing the primary building facade and greater than two (2) times that width in depth, the required frontage buildout on the BES shall be reduced by 50% on the street containing the secondary building facade. (2) Upper Story Glazing Shall comply with the following standards: (a) Upper story glazing shall be a minimum of 30 percent of the facade on the primary building facade and 20% on secondary building facades. (b) 80% of glazing on upper stories shall be taller than wide (c) The required percentage shall be achieved by multiple openings. Windows may be ganged _ horizontally if each grouping (maximum five per group) is separated by a mullion, column, pier or wall section that is at least 7 inches wide. i (d) Glazing on upper stories shall not be flush with building surface material and shall be recessed a minimum of 3 inches, except for bay windows and storefronts. (e) Upper story windows/glazing (not doors) shall be no closer than 30 inches to building corners ipxrlurlinp hav windnwc and stnrpfrnntcl_ (3) Building Break Standards also apply to any facade facing a Qualifying Open Space 1 U City Center / Market Street - Lot A Landscape Estimate of Probable Cost Revised August 28, 2017 Item Size Unit Cost* Quantity Subtotal Trees Acerx freemanii 'Celzam' Celebration Maple 2" - 2 1/2" Cal $700 3 $2,100 Acerx freemanii 'Sienna Glen' Sienna Glen Maple 2 1/2" - 3" Cal $700 3 $2,100 Amelanchier laevis 'Snowcloud' Allegheny serviceberry 2" - 2 1/2" Cal $550 0 $0 Betula nigra 'Heritage' River Birch 2" - 2 1/2" Cal $550 1 $550 Celtis occidentalis 'Prairie Pride' Common Hackberry 2" - 2 1/2" Cal $550 2 $1,100 Cornus alternifolia Pagoda Dogwood 1 1/2" - 2" Cal $375 3 $1,125 Crataegus crusgalli 'Crusader' Thornless Cockspur Hawthorn 2 112" - 3" Cal $700 5 $3,500 Hamamelis virginiana Witchhazel 1 1/2" - 2" Cal $350 6 $2,100 Juniperus virginiana 'Canaertii' Eastern Red Cedar 4' - 6' Height $125 10 $1,250 Plantanus occidentalis American Sycamore 2 1/2" - 3" Cal $700 0 $0 Prunus virginiana 'Canada Red' Chokecherry 2" - 2 1/2" Cal $550 0 $0 Quercus bicolor Swamp White Oak 2 1/2" - 3" Cal 1 $700 2 $1,400 Quercus rubra Northern Red Oak 2 1/2" - 3" Cal $700 2 $1,400 Thuja occidentalis 'Nigra' Northern White Cedar 4' - 6' Height $125 15 $1,875 Shrubs Deciduous shrub 18" - 24" $70 133 $9,310 Total Estimate: $27,810 Item Size Unit Cost* Quantity Subtotal Street Trees - Mary Street Acerx freemanii 'Sienna Glen' Sienna Glen Maple 2 112" - 3" Cal $700 3 $2,100 Betula nigra 'Heritage' River Birch 2" - 2 1/2" Cal $550 2 $1,100 Acerx freemanii 'Celzam' Celebration Maple 2 1/2" - 3" Cal $700 3 $2,100 Quercus rubra Northern Red Oak 2 1/2" - 3" Cal $700 3 $2,100 Total Estimate: $7,400 Proposed construction costs Building construction $5,100,000 Site work $500,000 TOTAL $5,600,000 Required Landscaping Value $ 250,000 @ 3% $7,500 $ 250,000 @ 2% $5,000 $ 5,100,000 @ 1 % $51,000 TOTAL $63,500 Proposed Landscaping $27,810 trees & shrubs Proposed building/wall mounted art $35,690 per LDR Section 8.08.G.(2) TOTAL $63,500 Proposed building/wall mounted art is 56.2 % of the required landscaping value. Maximum 60% of required landscaping value may be designated for landscaping options. August 2017 Mary Street Extension Engineer's Estimate of Probable Construction Cost DESCRIPTION UNIT QUANTITY: UNIT COST TOTAL COST Clearing & grubbing LS 1 $5,000.00 $ 5,000.00 Concrete Curb w/ Gravel LF 530 $25.00 $ 13,250.00 Street/parking w/Fabric, Gravel, & Pavement SY 875 $65.00 $ 56,875.00 Underdrain w/Fabric, Stone & Pipe LF 264 $25.00 $ 6,600.00 5" Thick Concrete Sidewalk SY 137 $70.00 $ 9,590.00 Cast Iron Detectable Warning Surface SF 42 $40.00 $ 1,680.00 6" Water Gate Valve with Box EA 1 $750.00 $ 750.00 8" Water Gate Valve with Box EA 2 $1,250.00 $ 2,500.00 6" CL52 Ductile Iron Water Service with Polywrap LF 8 $50.00 $ 400.00 8" CL52 Ductile Iron Water Main with Polywrap LF 225 $55.00 $ 12,375.00 Hydrant Assembly (including 6" gate valve) EA 0 $4,250.00 $ 0.00 Wet tap & valve (8" x 8") LS 1 $5,000.00 $ 5,000.00 Precast Concrete Storm Manhole EA 2 $3,500.00 $ 7,000.00 8" SDR PVC Sewer Main Pipe LF 0 $40.00 $ 0.00 6" SDR 35 PVC Sewer Service Pipe LF 0 $35.00 $ 0.00 Precast Concrete Catchbasin/Yard Inlet EA 4 $2,500.00 $ 10,000.00 Remove Existing Catchbasin/Yard Inlet EA 2 $750.00 $ 1,500.00 12" HDPE(SL) Storm Pipe LF 0 $40.00 $ 0.00 15" HDPE(SL) Storm Pipe LF 320 $45.00 $ 14,400.00 Transformer Vault LF 0 $8,000.00 $ 0.00 5" SCH. 40 PVC Primary Conduit (GMP) LF 0 $4.75 $ 0.00 3" SCH. 40 PVC Primary Conduit (GMP) LF 1 0 $3.00 $ 0.00 4" SCH. 40 PVC Conduit (FairPoint) LF 0 $3.50 $ 0.00 4" SCH. 40 PVC Conduit (Comcast) LF 0 $3.50 $ 0.00 Concrete Encase Utilities CY 0 $175.00 $ 0.00 Trenching for GMP, NETT, TV LF 0 $4.75 $ 0.00 Trenching for Gas LF 0 $4.75 $ 0.00 Signs - Street Name with Post EA 2 $200.00 $ 400.00 Street Trees LS 1 $7,400.00 $ 7,400.00 Erosion prevention & sediment control LS 1 $6,000.00 $ 6,000.00 Line striping LS 1 $2,000.00 $ 2,000.00 Restoration (topsoil/seed/mulch) LS 1 $8,000.00 $ 8,000.00 Subtotal $ 170,720.00 5% Contingencyl $ 8,536.00 TOTAL $ 179,256.00 Estimate does NOT include: Structural soil Contaminated soils P:\2015\15143 City Center\Cathedral Square\Mary Street\Mary Street construction cost estimate 08-28-17.xlsMary Street construction cost estimate 08-28-17.xls LAMOUREUX & DICKINSON ESSEX,VT 05452 VEHICULAR TRIP GENERATION PROJECT NAME: City Center- Lot A / 146 Market Street PROJECT #: 15143 SOURCE: TRIP GENERATION, ITE, 9TH EDITION LAND -USE DESCRIPTION SINGLE FAMILY DWELLING APARTMENT LOW-RISE APARTMENT RESIDENTIAL CONDOMINIUM SENIOR ADULT HOUSING - DETACHED SENIOR ADULT HOUSING -ATTACHED CONGREGATE CARE FACILITY ASSISTED LIVING RECREATIONAL HOMES RESIDENTIAL PUD HEALTH/FITNESS CLUB ATHLETIC CLUB RECREATIONAL COMMUNITY CENTER ELEMENTARY SCHOOL MIDDLE SCHOOL / JUNIOR HIGH SCHOOL HIGH SCHOOL PRIVATE SCHOOL (K-12) DAY CARE CENTER DAY CARE CENTER NURSING HOME GENERAL OFFICE BUILDING GENERAL OFFICE BUILDING MEDICAL OFFICE BUILDING U.S. POST OFFICE OFFICE PARK OFFICE PARK RESEARCH AND DEVELOPMENT CENTER RESEARCH AND DEVELOPMENT CENTER BUSINESS PARK BUSINESS PARK MEDICAL EQUIPMENT STORE TOTALS ITE L.U.C. SIZE UNITS AVG. WKDY 210 0 UNITS 0 220 0 UNITS 0 221 0 UNITS 0 230 0 UNITS 0 251 0 UNITS 0 251 39 UNITS 134 253 0 UNITS 0 254 0 BEDS 0 260 0 UNITS 0 270 0 UNITS 0 492 0 SQ. FT. 0 493 0 SQ. FT. 0 495 3,184 SQ. FT. 108 520 0 STDNTS 0 522 0 STDNTS 0 530 0 STDNTS 0 536 0 STDNTS 0 565 0 SQ. FT. 0 565 0 STDNTS 0 620 0 BEDS 0 710 0 EMPLYS 0 710 1,421 SQ. FT, 52 720 0 SQ. FT. 0 732 0 SQ. FT. 0 750 0 SQ. FT, 0 750 0 ACRES 0 760 0 SQ. FT. 0 760 0 EMPLYS 0 770 0 SQ. FT. 0 770 0 ACRES 0 897 0 SQ. FT. 0 ANALYST: ABR - 08/28/17 CHECKED: -- AM PEAK HOUR -- ENTER EXIT TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 294 13 8 21 VTE/DAY VTE/HOUR -- PM PEAK HOUR -- ENTER EXIT TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 12 21 VTE/HOUR P:\2015\15143 City Center\Cathedral Square\Traffic\TRIPGEN 9th ed REVISED 08-28-17.xlsx, 9/7/2017 a- b a s� I G � 3 1 \ I>T-> I I 1 4 Snydet Homes LanBh� n°Sull 4076Surne, Vermont Road 5482 Shelburne, Vermont 05482 p 802.985.5722 - f 802.497.0701 —.Snyd9rHomesVT.com �` INNOVATIVE DESIGN, INC. ESSEX JCT., VT. 05452 F m (noz) en-x 7 I ©I 8 CARSEX JCT., V STREET, SUITE 104Al e"'b nn-esa E...;^^°°""'°"•^•` 09-05—I Project Name: CATHEDRAL SQUARE $neat Number: ` $CO1ei va =r-o Dr— er South Burlington, Vermont "'° "°m° sneer nne: FIRST FLOOR PLAN CITY C-LERK'S13 OF YCE N Received �: iio )!li' 1f.., SLR` t� "r,cco^dv_d is 'dv'L- ??_ PG nt;te t 4 Donnn Kir-ille la fy f:i�r. f1 IRREVOCABLE OFFER OF DEDICATION 0 Q` This Irrevocable Offer of Dedication (the "Irrevocable Offer"), dated this Cl day of Y 2017, is by and between SOUTH BURLINGTON CITY CENTER, LLC, a Vermont limi ed liability company with its principal place of business in Burlington, Vermont ("SBCC") and the CITY OF SOUTH BURLINGTON, a municipality located in the County of Chittenden and State of Vermont (the "CCU"). Background 1. SBCC is the owner of 5.15 acres of land located northeast of Market Street in South ,_� Burlington, Vermont (the "SBCC Parcel"). SBCC has contracted with Snyder -Braverman Development 0] Company, LLC ("Snyder -Braverman") to develop the SBCC Parcel. N 1 2. On March 22, 2017, the South Burlington Development Review Board (the "Board") approved Snyder-Braverman's final plat application #SD-17-03 for the subdivision of the SBCC Parcel into three (3) dots (the "Project"), as depicted on and in accordance with a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in the City of South Burlington Land Records (the "Plat"). 3. The terms and conditions of the Board's final approval, including but not limited to Condition #4, require the dedication of the so-called extension of Mary Street depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on the Plat (the "Public Roadway"). 4. SBCC now proposes to dedicate to the City, free and clear of all encumbrances, the Public Roadway as more particularly described in Exhibit A attached hereto pursuant to the terms and conditions of the Board's final approval and subject to the terms and conditions set forth herein. NOW, THEREFORE, In consideration of the final approval of the Board and for other good and valuable consideration, it is covenanted and agreed as follows: Section 1. SBCC herewith delivers to the City a Warranty Deed for the Public Roadway, the description of which is set forth as Exhibit A attached hereto, said delivery constituting a formal irrevocable offer of dedication to the City of the Public Roadway, to be held by the City until the acceptance or rejection of such irrevocable offer of dedication by the City. Section 2. SBCC agrees that this Irrevocable Offer is irrevocable and the Warranty Deed maybe accepted or rejected by the City in whole or in part at any time. Section 3. This Irrevocable Offer shall run with the land and be binding upon SBCC and its respective successors and assigns. 00046281 ) 1390 PG: 330 Exhibit A PROPERTY DESCRIPTION FOR IRREVOCABLE OFFER OF DEDICATION Being a strip of land for public roadway and related utility purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in Map Slide of the City of South Burlington Land Records (the "Plat"). Said strip of land is a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. The Premises are subject to: (a) all rights -of -way, easements, conditions and covenants of record or as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §§ 601-611, both inclusive; and (b) the provisions of municipal ordinances, public laws, and special acts. Reference is hereby made to the above -mentioned plan and deeds and the records thereof, and the references therein made all in further aid of this description. <12167090/JOP> Section 4. This Irrevocable Offer shall serve as notice to any and all utility companies that the City has an interest in the Public Roadway, which interest shall be first and superior to any easements granted to said utility companies, and all work within the area of the Public Roadway shall be in accordance with the City's public works standards as they may be amended from time to time. IN WITNESS WHEREOF, the parties hereby execute this Irrevocable Offer as of the day of", 2017. IN PRE OF: lyftne*4 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. SOUTH BURLINGTON CITY CENTER, LLC Duly Authoff-t-ed Agent CITY OF SOU ff (B/U 1NGTON By: Duly Authorized Agent On this q day of(���, 2017, personally appeared Duly Authorized Agent of SOUTH BURLINGTON CITY CENTER, LLC, to 1he known to be the person who executed the foregoing instrument, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of SOUTH BURLINGTON CITY CENTER, LLC. Before in tary Public Printed Name: L�n �ft� Notary commission issued in Chittenden County My commission expires: 2/10/19 -2- 00046281 )-- 1390 F'G = 332 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At �,, (� �,j, ��, in said County and State, this l,jLi`day of , 2017, personally appearedp,,, ., 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, C Notary Public)' - Notary commission issued in Chittenden County My commission expires: 2/10/19 ray From: Craig Lambert Sent: Tuesday, September 12, 2017 10:10 AM To: ray Subject: RE: Lot A City Center / Market Street Ray, Overall the landscaping looks good. You should be aware that the interior lawn area is planted very heavily. Planting large maturing trees at close spacing(about 15 ft. on center) is fine if your trying to achieve an immediate effect but will most likely require removal of some of the trees as they mature and become overcrowded. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(dsburl.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: Tuesday, September 12, 2017 8:29 AM To: Craig Lambert <clambert@sburl.com> Subject: FW: Lot A City Center / Market Street Craig, Could you take another look at the landscaping plan again as they have made some modifications to the plans since the last time you saw them. Thanks. 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 us immediately by return email. Thank you, for your cooperation. From: Andy Rowe [mailto:andv@Idengineering.com] Sent: Monday, September 11, 2017 9:25 AM To: ray <ray@sburl.com> Subject: RE: Lot A City Center / Market Street Hi Ray — Attached are the plans Andy Rowe Lamoureux & Dickinson 802.878.4450 From: ray [mailto:ray@sburl.com] Sent: Monday, September 11, 2017 8:04 AM To: Andy Rowe <andy@Idengineering.com> Subject: RE: Lot A City Center / Market Street Andy, Can you please send me a digital copy of the plans you dropped off on 9/7, thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Andy Rowe [mailto:andv@ldengineering_com] Sent: Wednesday, August 23, 2017 4:02 PM To: ray <ray@sburl.com> Cc: Chris Snyder <csnyder@snyderhomesvt.com>; Bob Rushford (rrushford@gravelshea.com) <rrushford @gravelshea.com> Subject: Lot A City Center / Market Street Hi Ray — Thank you for the phone message. Attached are the following in connection with the Final Plat approval of Lot A — City Center: - PDF of signed subdivision plat - CAD file of subdivision plat - Mary Street property transfer tax return - Mary St — report on title - Mary St — irrevocable offer of dedication - Mary Street —warranty deed I'm meeting with Paul & Justin tomorrow at 9 AM. I'm not sure if the $80 for the legal review has been paid — I will have this with me tomorrow AM just in case. Andy Rowe 2 LOLAMOUREUX Et DICKINSON Consulting Engineers, Inc. 14 Morse Drive, Essex Junction, VT 05452 Tel. (802) 878-4450 Fax (802) 878-3135 Andy@LDengineering.com • Engineering • Planning • Surveying • Soils • Wetlands • Landscape Architecture • TRANSMITTAL ❑ Mail ❑ Fax ® Hand carried ❑ To be picked up ❑ Courier service TO: Ray Belair FROM: Andrew Rowe Administrative Officer ADDRESS: City of South Burlington DATE:,_ August 25, 2017 FAX NO: RE: PROJECT NAME: Lot A - City Center PROJECT #: 15143A COPIES DATE SHEET DESCRIPTION ❑ ❑ ❑ ❑ ❑ ❑ Plans Shop Drawings Report Copy of Letter Change Order Specifications 3 2-10-17 PL-1 Subdivision Plat (3 full size, (1) 11 11x17") COMMENTS: Mylar already provided ❑ Disk ❑ For your review ® For your use ❑ For comment ❑ As requested ❑ F.Y.I. ❑ For execution Signature: Andrew Rowe COPY TO: TOTAL PAGES: (Including cover page) ❑ Front Office Copy ❑ Project File Copy Revised: 4/14/11 P:\L&D Library\Office Forms\transmittal 2011-word RM.I( MARCOTTE CE1,17RAL SCHOOL LOCATION PLAN NTS AREA DEPICTED AS "MARY STREET TURNAROUND" ON THE PLAN REFERENCED IN NOTE to ON THIS PLAT. NO RECORD WAS DISCOVERED GRANTING AN EASEMENT FOR THIS AREA. DOUGLAS HUDSON 1 g N/F VOL. 1017, PG. 181 m CMF so.a' 7rn 11.86' '04'02"W o.r AG �-_.,�,�µ15' <:/ NOTES: 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A."CORPORATE CIRCLE, SOUTH BURLINGTON, VERMONT, SOUTH BURLINGTON REALTY CORP., PROPERTY PLAT." BY WEBS1 ER -MARTIN, INC., DATED SEPT. 1981, LAST REVISED 5-27-92, AS RECORDED IN SLIDE 248 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B. "ALTA/ACSM LAND TITLE SURVEY, CENTURY PARTNERS, 100 DORSET STREET, SOUTH BURLINGTON, VERMONT.* BY TRUDELL CONSULTING ENGINEERS, DATED DECEMBER 9, 1997, LAST REVISED 11,26/07, AS RECORDED IN SLIDE 509 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C. "SOUTH BURLINGTON SCHOOL DISTRICT, SOUTH BURLINGTON CENTRAL SCHOOL, 10 MARKET STREET, SOUTH BURLINGTON, VERMONT." BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19, 2004, LAST REVISED 12-17-04 AS RECORDED IN SLIDE 447 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN OCTOBER, 2016. 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. LEGEND — — — — — — PROJECT BOUNDARY — — — — — ABUTTING PROPERTY LINE WF IRON PIPE FOUND PS � IRON PIPE SET ■ CMF CONCRETE MONUMENT FOUND ■ CMS CONCRETE MONUMENT TO BE SET Q CALCULATED POINT NO MARKER SET N/F NOW OR FORMERLY AG ABOVE GRADE BG BELOW GRADE 4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN OCTOBER, 2016. THE METHODS AND THE \ \ RESULTING ERROR OF CLOSURE MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. CITY OF SOUTH 5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE 1"DIAMETER WITH A PLASTIC \ BURLINGTON WF CAP. VOL, 691, PG, 402 B. THE RIGHT-OF-WAY WIDTH FOR MARKET STREET OF 80 FEET IS BASED ON A DEED RECORDED IN \ VOL. 687, PAGE 143. 7. THERE ARE EXISTING SANITARY AND STORM SEWER PIPES CROSSING LOTS A 8 B AS WELL AS THE CMF\ 0.T AG I PARCEL TO BECONVEYED TO THE CITY. NO RECORD ALLOWING THESE PIPELINES WAS FOUND IN THE CITY LAND RECORDS. SOME OF THESE LINES ARE PROPOSED TO BE RELOCATED DURING THE DEVELOPMENT OF LOTS A 3 B. AT WHICH TIME EASEMENTS OVER THEM WILL BE CONVEYED TO THE SOUTH BURLINGTON APPROPRIATE PARTIES. SCHOOL DISTRICT N/F 5149�� 1.77, 8. THE EXISTING UTILITY EASEMENT TO GREEN MOUNTAIN POWER CORPORATION ALONG THE VOL. 39, PG. 661 ' 73 3'10"E NORTHERLY SIDE OF MARKET STREET IS PROPOSED TO BE RELOCATED TO WITHIN THE MARKET STREET RIGHT OF WAY ALONG THE FRONTAGE OF LOT A. CMF311 FLUSH a� gT3 2 FLU ` II �1 ��.� "Z41 48 THIRTY THEE NARY— STREETLLC i NF i �8 VOL. 750, PG, 585 0, LOT A g3 4T yi / �/ Low 25.793 SF 0 ue _ 40_00, S03`39'15"W \� 1 N2Y'14'34"E IPS lop CENTURY PARTNERS, LP \ �� N/F t VOL. 360, PG, 410 PARCEL TO BE CONVEYED TO CITY / ` .00' OF SOUTH BURLINGTON FOR THEFUTURE "-- EXTENSION2589SF)OF NARY STREET L = 57.12' - — - - --_ 4.0 ' _ / / TYPICAL 10' WIDE UTILITY EASEMENT TO- S7S, GREEN MOUNTAIN POWER CORPORATION. A8 RECORDED IN VOL. 207, PAGE 510 5 �xN tr � / DORSETSOUARE \ POON TRUST, LLC. ASSOCIATES N/F N/F �\ VOL. 780, PG. 728 Z i VOL. 194, PG. 77 U VOL. 194, PG. 80 Of VOL. 194. PG. 82 O VOL. 194, PG 90 \ Z VOL. 266, PG. 120 Q U) H GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) I inch = 60 ft. If 'ST3°23� v / 2 fOo 1.2' AG R APPROXIMATE LOCATION OF SOUTH 30'WIOE MINIMUM WIDTH T / EASEMENT TO THE CITY OF SOUTH BURLINGTON FOR IS 4 PEDESTRIAN AND VEHICULAR ACCESS FROM CORPORATE WAY LOT B \ (AKA MARKET STREET) TO THE CENTRAL SCHOOL AS SHOWN ON THE PLAN REFERENCED IN NOTE to ABOVE AND AS 183,180 SF bi a' REFERENCED IN PARAGRAPH 50FADEVELOPMENT / Z, AGREEMENT BETWEEN SOUTH BURLINGTON REALTY COMPANY U AND THE CITY OF SOUTH BURLINGTON, AS RECORDED IN VOL. 261, PGS. 550-555. 60' 1 EXISTING EDGE OF PAVEMENT 1 OF SCHOOL DRIVEWAY If If i I 27.1T MARKET Ne9,r411w AS Bo' SOUTH BURLINGTON CITY CENTER, LLC.NIF \ - I i ` VOL. 853,3, PG. 222 02-10-17 REVISE NARY ST ROW (80') AND LOTS A 0,8 MM I Ceacrpt.. APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON. VERMONT, ON THE DAY OF _ 2017 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS _ DAY OF 2017 BY (CLERK OR CHAIRMAN) CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. .2017 RECEIVED FOR RECORD AT O'CLOCK M., AND RECORDED IN SLIDE# _ ATTEST _ CITY CLERK TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORA�S WITF�fHE d2EQU1RFTSOF 27 VSA §140j-IlTED Tq�"S Y OF N, 2017 ( � LANDOWNER SOUTH BURLINGTON CITY CENTER, LLC C/O SOUTH BURLINGTON REALTY CO. P.O. BOX 22D4 SOUTH BURLINGTON. VT 05407 DEED REFERENCE: VOL. 853, PAGE 222 TAX MAP PARCEL. 0450-00002 1111111//7' `�� pf VF�Lii ;! DOUGLAS y.S L. HENSON No. 656 +o�` t, / 1111111\�,\ THE PURPOBE SHOWN BELOW: ■ SKETCHICONCEPT 0ACT 250 REVIEW ❑Q PRELIMINARY 0 CONSTRUCTION FINAL LOCAL REVIEW 0 RECORD DRAWING LANDS OF Projocl no. SOUTH BURLINGTON CITY CENTER, LLC MARKET STREET SOUTH BURLINGTON. VT SUBDIVISION VKMRI.DLH PLAT LAMOUREUX & DICKINSON AS NOTED Consulting Engineers, Inc. La 14 Mome Drive Essex,.NCDion, VT 05452 P L-1 Tel: 802-878-4450 L Submitads s below, or a email ec asps fed. Rothe papersbvtcom. C Name, address and phone number are re )d for residency verification. 1 1 _1 1 Name: Phone Number: 1 1 Address: 1 1 I Advertisement: (50 words or less) 1 1 I 1 I I I I The Other Paper, 1340 Williston Road, South Burlington, VT 05403. 1 1 1 — — — — — — — — — — — — o o — — — — — — — — — — — — — a Saturday, August 5, 9 a.rn. — 2 p.m. Mayfair P- Neighborhood Garage Sale -1 for Shine. AUTO: 2002 SUZUKI AERIO SX, AWD, 5-speed manual, 112K miles, very well maintained, silver, newly inspected, $2,500 OBO. 802-863-0176.(07/20) COMPUTER MONITOR: DELL E Series E 1913, 19 inch, 19.0 in. VIS, low mount, widescreen, VGA/ DVI, paid just under $150, replaced it with a larger screen, works per- fectly, $20. OBO. 802-864-9321. (07 / 27) 10 s PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board single family dwelling with an accessory resi- will hold a public hearing in the South Burlington dential unit, 34 Brigham Road. City Hall Conference Room, 575 DorsetStreet, South Burlington, Vermont on Tuesday August 15, 2017 at 4. Preliminary & final plat application#SD-17-18 of 7:00 P.M. to consider the following: South Village Communities, LLC for approval of Phase III of 334 unit planned unit development. 1. Appeal #AO-17-03 of Century Partners, LP and Phase III is to consist of the following: 1) 22 Thirty Three Mary Street, LLC appealing the is- single family dwellings, 2) four (4) two (2) family nuance of site plan application #SP 17 29 for the dwellings, 3) two (2) three (3) unit multi -family construction of a58,551sq. ft. four (4) storymixed- dwelling, and 4) two (2) 12 unit multi -family use building which includes 39 residential units, dwellings, 1840 Spear Street. 146 Market Street. Bill Miller, Chair 2. Conditional use application #CU-17 07 of DonSouth Burlington Development Review Board WelchArchitecture to raze existing single family Copy of the applications are available for public dwelling and construct a new 2-story single fain fly dwelling with an attached garage, 115 Hohnes inspection at the South Burlington CityHall. Partici Avenue. pation in the tocal proceeding is a prerequisite to the right to take any subsequent appeal. 3. Conditional use application#CU-17-08 ofCush- man Design Group to raze an existing singte July 27, 2017 family dwelling and construct a new 2-story CROSSWORD SOLUTION ono©© ©®© noon oo©o© 000© n0©o un©00000© ©000© o©© 000© ©ou ©oo©000nn uoaao 'on MoganDOM �©0 ©© Dona noon© 0000 oMme 00©© ©©000 noun no© 0000 ci rnnkn i KITCHEN ACCESSORY: r. plastic, 12"x15" creative tor designs in green, for kitche such as chopping vegetabl( 802-658-1636.(7/20) other s 1=.. Pi We're hiring a Betz Accountant for oui Office. Under the Finance, the Accoi accounting-relatec accounting, cash r and accounting -re accounting experi( accounting degree Visit shelburnemu and to download < application, cover Human Resource PO Box io Shelburne, VT o5z ES • SHELBURNE MANAGER MUSEUM Maintei �• Fr Shelburne Museum is looking for a motivated and highly- Cont'n� organized professional Human Resources Manager with a love of the arts. Reporting to the Director, the Human Resources Manager plays a key role in the organization, advising managers and taking a hands-on role in the These are ft1 development, implementation, and administration of an We offer a C ncnerts of the HR function. including talent acquisition, 's , ,+_ _; SINCE Langrock Sperry & Wool, LLP 1960 ATTORNEYS AT LAW July 26, 2017 Secretary, Development Review Board VIA EMAIL & FIRST CLASS MAIL c/o Ray Belair Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Appeal #AO-17-03 of Century Partners, LP and Thirty Three Mary Street, LLC appealing the issuance of site plan application #SP-17-29 for the construction of a 58,551 sq. ft. four (4) story mixed -use building which includes 39 residential units, 146 Market Street Dear Development Review Board: As I discussed with Paul Conner and Ray Belair I will be on vacation the week of August 14, the scheduled hearing date'being August 15. At Ray's suggestion, this is the request of my clients, Century Partners LP and Thirty Three Mary Street LLC, that the hearing be opened and then recessed to a later date. I understand this request must be accompanied by a check for $50.00 which is attached. Bob Rushford who represents the Permittees is on vacation, so I have not been able to speak with about this but I have copied him on this letter. Thanks for your assistance. Sincerely yours, Mark L. Spe msperry@lan ock.com Enclosures cc: Peter Judge Samuel Judge Robert Rushford, Attorney Snyder -Braverman Development Co., LLC Erin Miller Heins, Esq. 702509.1 REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL: attorneys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 - (802) 388-6356 -Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 - (802) 864-0217 - Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 27th day of July , 20 17, a copy of the foregoing public notice for Appeal _[type of application] #AO-17-03 [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) Chasteney Estates, Inc. 97 Hinesburg Rd. So Burlington, VT 05403 (111 & 113 Hinesburg Road - Parcels 0860-00111 & 0860-00113 Edmond Chasteney Family Trust97 Hinesburg Rd. So Burlington, VT 05403 97 Hinesburg Road - Parcel 0860-00097 Sonrise Partnership, LLP c/o Unsworth Property Management, LLC 26 Railroad St. Essex Jct., VT 05452 (71 Hinesburg Road - Parcei. 1775-00075) Antonio B. Pomerleau, LLC 69 Coliege St. Burlington, VT 05401 (1309 Williston Rd - Parcel 1810-12935 Dorset Square Associates -Neville Companies 30 Kimball Ave Suite 101 So Burlington, VT 05403 (150 Dorset St - Parcel 0570-00150) Poon Trust, LLC 1569 Essex Rd. Williston, VT 05495 (5 Market St - Parcel 0450-00005) South Burlington City Center, LLC c/o South Burlington Realty Co. PO Box 2204 So Burlington, VT 05403 (Market Street - Parcel 0450-00000) South Burlington School District 550 Dorset St So Burlington, VT 05403 10 Market Street - Parcel 0450-00010) Douglas Hudson 28 Mary St So Burlington, VT 05403 (28 Mary Street - Parcel 1120-00028) Snyder -Braverman Development Company, ILC c/o Robert H. Rushford, Esq. Gravel & Shea PO Box 369 Burlington, VT 05402-0369 Dated at 3 r, 1, ng�own/city], Vermont, this 27th day of _ jul,= , 20_17 Printed Name: Mark L. Sperry Phone number and email: $64-0217 msperry@langrock.com Signature: Date: zG° 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 SINCE Langrock 1960 ATTORNEYS July 26, 2017 Sperry & Wool, LLP AT LAW Secretary, Development Review Board c/o Ray Belair Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 VIA EMAIL & FIRST CLASS MAIL Re: Appeal #AO-17-03 of Century Partners, LP and Thirty Three Mary Street, LLC appealing the issuance of site plan application #SP-17-29 for the construction of a 58,551 sq. ft. four (4) story mixed -use building which includes 39 residential units, 146 Market Street Dear Development Review Board: As I discussed with Paul Conner and Ray Belair I will be on vacation the week of August 14, the scheduled hearing date being August 15. At Ray's suggestion, this is the request of my clients, Century Partners LP and Thirty Three Mary Street LLC, that the hearing be opened and then recessed to a later date. I understand this request must be accompanied by a check for $50,00 which is attached. Bob Rushford who represents the Permittees is on vacation, so I have not been able to speak with about this but I have copied him on this letter. Thanks for your assistance. Sincerely yours, Mark L. Spe� msperry@l angrock. com Enclosures cc: Peter Judge Samuel Judge Robert Rushford, Attorney Snyder -Braverman Development Co., LLC Erin Miller Heins, Esq. 702509.1 REPLY. TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys a:langrock.com MIDDLEBURY: I I I S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753.0351 • (802) 388-6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864.0217 • Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation SINCE Langrock Sperry & Wool, LLP 1960 ATTORNEYS AT LAW July 7, 2017 HAND -DELIVERED Secretary, Development Review Board c/o Ray Belair Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Appeal of Administrative Officer's Findings of Fact and Decision - Snyder -Braverman Development Company, LLC Applicant, South Burlington City Center, LLC Site Plan Application Approval #SP-17-29 Dear Ray: Supplementary to yesterday's filings, I am enclosing the Notice of Appeal form executed by Peter Judge on behalf of the Appellants, with the referenced attachment. I thought it best there be a Notice of Appeal form filed with the original signature of Mr. Judge. Will you kindly date -stamp this letter and the enclosed Notice of Appeal and return them to me by email. Thanks very much for your assistance. Sincerely yours, Mark L. Sperry, msperry@langr ck.com Enclosures cc: Peter Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney for Snyder -Braverman Development Co., LLC 701282.1 REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 • (802) 388-6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864-0217 • Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation o. fa PLANNING & ZONING Application #AO - (office use only) NOTICE OF APPEAL All information requested below must be completed in full. Failure to provide the requested information on this notice will result in rejection of your application and delay in the review of the appeal before the Development Review Board. I understand: • the presentation procedures required by State Law (Section 4468 of the Planning & Development Act); • that the Development Review Board holds regular meetings twice a month; • that a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing on my appeal. • I agree to pay the required fee to offset the cost of the hearing on my appeal. 1) NAME AND ADDRESS OF APPELLANT(S): Century Partners, LP and Thirty Three Mary Street, LLC c/o Mark L. Sperry, Esq. Langrock Sperry & Wool, LLP, PO Box 721, Burlington, VT 05402-0721 la) EMAIL ADDRESS OF APPELLANT(S) msperry@langrock.com 2) LOCATION AND BRIEF DESCRIPTION OF PROPERTY AT ISSUE IN THIS APPEAL: See Appellants' Notice of Appeal dated July 6, 2017 attached & incorporated herein. Property is 146 Market Street, and is shown on the exhibit entitled "Site Plan, prepared 1/6/2017, last revised 4/27, 2017" attached to Administrative Officer Decision dated 6/22/17 3) WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? Findings of Fact and Decision of Admin. Officer dated June 22, 2017, #SP-17-29 4) WHAT PROVISIONS OF THE LAND DEVELOPMENT REGULATIONS ARE APPLICABLE TO THIS APPEAL, IF ANY? See attached Appellants' Notice of Appeal dated 07-06-17 incorporated herein. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 5) WHAT RELIEF DO YOU WANT THE DEVELOPMENT REVIEW BOARD TO GRANT? See attached Appellants' Notice of Appeal dated 07-06-17 incorporated herein. 6) WHY DO YOU BELIEVE THAT THE RELIEF REQUESTED IN NUMBER 5, ABOVE, IS PROPER UNDER THE CIRCUMSTANCES? See attached Appellants' Notice of Appeal dated 07-06-17 incorporated herein. 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 appellant. After deeming a request complete, the Administrative Officer will provide the appellant 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 notice of appeal has been submitted and is accurate to the best of my knowledge. CENTURY PAE N S, P and THIRTY THREE MARY STREET, LLC /cAt� A UR F PPELLANTS duly authorized agent 07-06-17 DATE Do not write below this line DATE OF SUBMISSION: have reviewed this application and find it to be: Complete ❑ Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Appeal Form. Rev. 12-2011 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD IN RE: Appeal of Snyder -Braverman Development Company, LLC, 146 Market Street - Site Plan Application Approval #SP-17-29 Century Partners, LP and Thirty Three Mary Street, LLC, by and through their attorneys, Langrock, Sperry & Wool, LLP, c/o Mark L. Sperry Esq., 210 College Street, P.O. Box 721, Burlington, Vt., 05752, hereby appeal to the City of South Burlington Development Review Board ("DRB") the City of South Burlington Administrative Officer's Findings of Fact and Decision re: Snyder -Braverman Development Company, LLC (Applicant) and South Burlington City Center, LLC (Owner), 146 Market Street, Site Plan Approval dated June 22, 2017, Site Plan Application 4SP-17-29 (the "Decision"). The Decision concerns property located at 146 Market Street in South Burlington, Vermont, more particularly described on the exhibit referenced in Finding 5 of the Decision as "Site Plan, prepared 1/6/2017, last revised 4/27, 2017" (the "Site Plan" and the " Property") The Decision, if confirmed, will not be in accord with the policies, purposes, or terms of the plan or by-law of the City. The applicable provisions of the South Burlington Land Development Regulations and the grounds for appeal include, but are not limited to: l . Section 8.02. As provided in Finding 7 of the Decision, Section 8.02 provides Ithat "No land development shall be permitted except in full compliance p p e with the applicable Langrock Sperry Building Envelope Standards (BES) and this Article." The Building Envelope (or "BES") S: Wool, LLP Standards for Transect Zone 5, Section 8.14 are set forth at Page 12 of the Decision. Langrock Sperry & WOOI, LLP However, the Decision does not apply BES Standard 8.14(D)(3)(a) respecting curb cuts on Market Street, which constitute land development. 2. Section 8.14(D)(3)(a) — The Property along Market Street is in the "T-5 Zone," where curb cuts, such as the proposed Property curb cut adjacent to the Century property on Market Street, are "prohibited." 3. Section 8.04(A)(2) and (5) — Even if the proposed Property curb cut were permissible, the Site Plan fails to provide for "connectivity" to existing Mary Street, or "upgrade" of existing Mary Street in accordance with Article 11, "Street Typologies.". 4. 24 V.S.A. 4416, Section 14.06(G), and Section 15.12(C) - Even if the proposed curb cut were permissible, the improvements shown on the Site plan would increase the radius of the easterly side of the access to Century's property, making turns in and out sharper, so that commercial trucks and some emergency vehicles would not be able to enter the Century property from the east, nor exit Century's property proceeding east. This would have an adverse effect on Century's property. 5. Section 11 - 11 "Support Street" minimum pavement width is required to be 36 feet. The 20 foot sections shown on the Site Plan are not permissible. 6. Section 14.06((B). There is no provision for the "Existing Utility Vault Cabinet" in Market Street to be underground, and such utility obstruction is prohibited by Section 8.04(E), requiring a 25 foot radius "Clear Zone." Relief Requested: That the Decision be reversed, or if the proposed curb cut shown on the Site Plan is deemed permissible, the DRB order the Site Plan revised to remedy the issues set forth in paragraphs 2-6 above. 2. DATED at Burlington, Vermont this 6`h day of July, 2017. 701072.1 Langrock Sperry OOl, UP 3 LANGROCK SPERRY & WOOL, LLP Mark L. Sperry, sq. PO Box 721, 210 lege Street Burlington, VT 402 (802) 864-0217 Email: msperry@langrock.com 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 Tuesday August 15, 2017 at 7:00 P.M. to consider the following: 1. Appeal #AO-17-03 of Century Partners, LP and Thirty Three Mary Street, LLC appealing the issuance of site plan application #SP-17-29 for the construction of a 58,551 sq. ft. four (4) story mixed -use building which includes 39 residential units, 146 Market Street. 2. Conditional use application #CU-17-07 of Don Welch Architecture to raze existing single family dwelling and construct a new 2-story single family dwelling with an attached garage, 115 Holmes Avenue. 3. Conditional use application #CU-17-08 of Cushman Design Group to raze an existing single family dwelling and construct a new 2-story single family dwelling with an accessory residential unit, 34 Brigham Road. 4. Preliminary & final plat application #SD-17-18 of South Village Communities, LLC for approval of Phase III of 334 unit planned unit development. Phase III is to consist of the following: 1) 22 single family dwellings, 2) four (4) two (2) family dwellings, 3) two (2) three (3) unit multi -family dwelling, and 4) two (2) 12 unit multi -family dwellings, 1840 Spear Street. Bill Miller, Chair South Burlington Development Review Board Copy 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. July 27, 2017 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com RECEIVES JUL 06 2017 City of So. Burlington Application #AO - - (office use only) NOTICE OF APPEAL All information requested below must be completed in full. Failure to provide the requested information on this notice will result in rejection of your application and delay in the review of the appeal before the Development Review Board. I understand: • the presentation procedures required by State Law (Section 4468 of the Planning & Development Act); • that the Development Review Board holds regular meetings twice a month; • that a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing on my appeal. • I agree to pay the required fee to offset the cost of the hearing on my appeal. 1) NAME AND ADDRESS OF APPELLANT(S): Century Partners, LP and Thirty Three Mary Street, LLC c/o Mark L. Sperry, Esq. Langrock Sperry & Wool, LLP, PO Box 721, Burlington, VT 05402-0721 la) EMAIL ADDRESS OF APPELLANT(S) msperry@langrock.com 2) LOCATION AND BRIEF DESCRIPTION OF PROPERTY AT ISSUE IN THIS APPEAL: See Appellants' Notice of Appeal dated July 6, 2017 attached & incorporated herein. Property is 146 Market Street, and is shown on the exhibit entitled "Site Plan, prepared 1/6/2017, last revised 4/27, 2017" attached to Administrative Officer Decision dated 6/22/17 3) WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? Findings of Fact and Decision of Admin. Officer dated June 22, 2017, #SP-17-29 4) WHAT PROVISIONS OF THE LAND DEVELOPMENT REGULATIONS ARE APPLICABLE TO THIS APPEAL, IF ANY? See attached Appellants' Notice of Appeal dated 07-06-17 incorporated herein. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 5) WHAT RELIEF DO YOU WANT THE DEVELOPMENT REVIEW BOARD TO GRANT? See attached Appellants' Notice of Appeal dated 07-06-17 incorporated herein. 6) WHY DO YOU BELIEVE THAT THE RELIEF REQUESTED IN NUMBER 5, ABOVE, IS PROPER UNDER THE CIRCUMSTANCES? See attached Appellants' Notice of Appeal dated 07-06-17 incorporated herein. 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 appellant. After deeming a request complete, the Administrative Officer will provide the appellant 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 notice of appeal has been submitted and is accurate to the best of my knowledge. CENTURY PARTNERS, LP and THIRTY THREE MARTSTkEET, LLC Byt SIGNATUM a O PELL 6.)1QA� .j ,� her i a.e d Qy.er,,-r 07-06-17 DATE Do not write below this line DATE OF SUBMISSION: I have reviewed this application and find it to be: Complete ❑ Incomplete The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Appeal Form. Rev 12-2011 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD IN RE: Appeal of Snyder -Braverman Development Company, LLC, 146 Market Street - Site Plan Application Approval #SP-17-29 Century Partners, LP and Thirty Three Mary Street, LLC, by and through their attorneys, Langrock, Sperry & Wool, LLP, c/o Mark L. Sperry Esq., 210 College Street, P.O. Box 721, Burlington, Vt., 05752, hereby appeal to the City of South Burlington Development Review Board ("DRB") the City of South Burlington Administrative Officer's Findings of Fact and Decision re: Snyder -Braverman Development Company, LLC (Applicant) and South Burlington City Center, LLC (Owner), 146 Market Street, Site Plan Approval dated June 22, 2017, Site Plan Application #SP-17-29 (the "Decision"). The Decision concerns property located at 146 Market Street in South Burlington, Vermont, more particularly described on the exhibit referenced in Finding 5 of the Decision as "Site Plan, prepared 1/6/2017, last revised 4/27, 2017" (the "Site Plan" and the " Property"). The Decision, if confirmed, will not be in accord with the policies, purposes, or terms of the plan or by-law of the City. The applicable provisions of the South Burlington Land Development Regulations and the grounds for appeal include, but are not limited to: 1. Section 8.02. As provided in Finding 7 of the Decision, Section 8.02 provides I that "No land development shall be permitted except in full compliance with the applicable Langrock Sperry Building Envelope Standards (BES) and this Article." The Building Envelope (or `BES") & Wool, LLP Standards for Transect Zone 5, Section 8.14 are set forth at Page 12 of the Decision. However, the Decision does not apply BES Standard 8.14(D)(3)(a) respecting curb cuts on Market Street, which constitute land development. 2. Section 8.14(D)(3)(a) — The Property along Market Street is in the "T-5 Zone," where curb cuts, such as the proposed Property curb cut adjacent to the Century property on Market Street, are "prohibited." 3. Section 8.04(A)(2) and (5) — Even if the proposed Property curb cut were permissible, the Site Plan fails to provide for "connectivity" to existing Mary Street, or "upgrade" of existing Mary Street in accordance with Article 11, "Street Typologies.". 4. 24 V.S.A. 4416, Section 14.06(G), and Section 15.12(C) - Even if the proposed curb cut were permissible, the improvements shown on the Site plan would increase the radius of the easterly side of the access to Century's property, making turns in and out sharper, so that commercial trucks and some emergency vehicles would not be able to enter the Century property from the east, nor exit Century's property proceeding east. This would have an adverse effect on Century's property. 5. Section 11 - 11 "Support Street" minimum pavement width is required to be 36 feet. The 20 foot sections shown on the Site Plan are not permissible. 6. Section 14.06((B). There is no provision for the "Existing Utility Vault Cabinet" in Market Street to be underground, and such utility obstruction is prohibited by Section 8.04(E), requiring a 25 foot radius "Clear Zone." Relief Requested: That the Decision be reversed, or if the proposed curb cut shown on the Site Plan is deemed permissible, the DRB order the Site Plan revised to remedy the issues Langrock set forth in paragraphs 2-6 above. Sperry & WOOI, LLP 2. 701072.1 Langrock Sperry & Wool, LLP DATED at Burlington, Vermont this 6ch day of July, 2017. LANGROCK SPERRY & WOOL, LLP l Mark L. Sperry, sq. PO Box 721, 210 lege Street Burlington, VT 4 22 (802) 864-0217 Email: msperry@langrock.com SINCE 1960 July 6, 2017 Langrock Sperry & Wool, LLP ATTORNEYS AT LAW HAND -DELIVERED Ray Belair Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Appeal of Administrative Officer's Findings of Fact and Decision - Snyder -Braverman Development Company, LLC Applicant, South Burlington City Center, LLC Site Plan Application Approval #SP-17-29 Dear Ray: JUL 116 2017 City of So. Burlington Approximately 11:15 today my assistant, Lisa Brunet, hand delivered to your office a Notice of Appeal in the above matter and an appeals check in the amount of $233.00. I believe this contained the information required by 24 VSA 4465 and 4466, and indeed, 17.13 of the Land Development Regulations, states that an appeal from the Administrative Officer shall be taken in accordance with 24 VSA 4465. You have requested that I refile the appeal using the City's form. While I believe the Notice of Appeal that was filed at approximately 11:15 today, complies with all appeal requirements, I am nevertheless also filing your Notice of Appeal form as you requested, and you will see that I have attached the actual Notice of Appeal filed earlier today for the information requested on the form. The $233 appeal fee has already been paid. I would appreciate, via email, a date stamped copy showing your receipt of the enclosed Notice of Appeal form and attachment. Thanks, as always, for your assistance. REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 • (802) 388-6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864.0217 • Fax: (802) 864.0137 A Limited Liability Partnership Including a Professional Corporation July 6, 2017 Page 2 Sincerely yours, J y Mark L. Sperry msperry@langroc .com Enclosures cc: Peter Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney for Snyder -Braverman Development Co., LLC 701230.1 ray From: Dave Wheeler Sent: Wednesday, September 13, 2017 8:36 AM To: ray; Justin Rabidoux Cc: Paul Conner Subject: RE: Lot A City Center / Market Street Ray, The Stormwater Section has reviewed the "City Center - Lot A" site plan prepared by Lamoureux & Dickinson, dated 1/6/17 and last updated on 8/28/17. We would like to offer the following comments: 1. This project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). 2. A condition should be included requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. The applicant should be required to maintain an infiltration rate of 20" per hour for the proposed Dry Swales. Thanks, Dave A inDay id F. 'v7xeer �stant Storm water Supefintendent Department of Public +Norkz Citv of'RuthBurlington. (8102 ) 6 9--7961 xt_ ,611:. Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for rise 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, September 11, 2017 10:24 AM To: Justin Rabidoux <jrabidoux@sburl.com>; Dave Wheeler <dwheeler@sburl.com> Cc: Paul Conner <pconner@sburl.com> Subject: FW: Lot A City Center / Market Street Guys, Attached are the revised plans for the 146 Market Street project for you to review and comment. 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 SINE Langrock 1960 ATTORNEYS July 6, 2017 HAND -DELIVERED Sperry & Wool, LLP AT LAW Ray Belair Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Appeal of Administrative Officer's Findings of Fact and Decision - Snyder -Braverman Development Company, LLC Applicant, South Burlington City Center, LLC Site Plan Application Approval #SP-17-29 Dear Ray: JUL rl6 2017 City of So. Burlington Pursuant to the 24 VSA § 4465, enclosed is a separate copy of the Notice of Appeal filed with the Development Review Board regarding the above matter. Please feel free to contact me with any questions. Sincerely yours, Mark L. Sperry msperry@langrock.com Enclosures cc: Peter Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney Snyder -Braverman Development Co., LLC 701173.1 REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL; attorneys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 - (802) 388-6356 - Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402.0721 - (802) 864.0217 - Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD IN RE: Appeal of Snyder -Braverman RECEIVED Development Company, LLC, 146 JUL 0 6 2017 Market Street - Site Plan Application Approval #SP-17-29 City of So. Burlington Century Partners, LP and Thirty Three Mary Street, LLC, by and through their attorneys, Langrock, Sperry & Wool, LLP, c/o Mark L. Sperry Esq., 210 College Street, P.O. Box 721, Burlington, Vt., 05752, hereby appeal to the City of South Burlington Development Review Board ("DRB") the City of South Burlington Administrative Officer's Findings of Fact and Decision re: Snyder -Braverman Development Company, LLC (Applicant) and South Burlington City Center, LLC (Owner), 146 Market Street, Site Plan Approval dated June 22, 2017, Site Plan Application #SP-17-29 (the "Decision"). The Decision concerns property located at 146 Market Street in South Burlington, Vermont, more particularly described on the exhibit referenced in Finding 5 of the Decision as "Site Plan, prepared 1/6/2017, last revised 4/27, 2017" (the "Site Plan" and the " Property"). The Decision, if confirmed, will not be in accord with the policies, purposes, or terms of the plan or by-law of the City. The applicable provisions of the South Burlington Land Development Regulations and the grounds for appeal include, but are not limited to: 1. Section 8.02. As provided in Finding 7 of the Decision, Section 8.02 provides that "No land development shall be permitted except in full compliance with the applicable Langrock Sperry Building Envelope Standards (BES) and this Article." The Building Envelope (or `BES") & Wool, LLP Standards for Transect Zone 5, Section 8.14 are set forth at Page 12 of the Decision. Langrock Sperry & Wool, LLP However, the Decision does not apply BES Standard 8.14(D)(3)(a) respecting curb cuts on Market Street, which constitute land development. 2. Section 8.14(D)(3)(a) — The Property along Market Street is in the "T-5 Zone," where curb cuts, such as the proposed Property curb cut adjacent to the Century property on Market Street, are "prohibited." 3. Section 8.04(A)(2) and (5) — Even if the proposed Property curb cut were permissible, the Site Plan fails to provide for "connectivity" to existing Mary Street, or "upgrade" of existing Mary Street in accordance with Article 11, "Street Typologies.". 4. 24 V.S.A. 4416, Section 14.06(G), and Section 15.12(C) - Even if the proposed curb cut were permissible, the improvements shown on the Site plan would increase the radius of the easterly side of the access to Century's property, making turns in and out sharper, so that commercial trucks and some emergency vehicles would not be able to enter the Century property from the east, nor exit Century's property proceeding east. This would have an adverse effect on Century's property. 5. Section 11 - 11 "Support Street" minimum pavement width is required to be 36 feet. The 20 foot sections shown on the Site Plan are not permissible. 6. Section 14.06((B). There is no provision for the "Existing Utility Vault Cabinet" in Market Street to be underground, and such utility obstruction is prohibited by Section 8.04(E), requiring a 25 foot radius "Clear Zone." Relief Requested: That the Decision be reversed, or if the proposed curb cut shown on the Site Plan is deemed permissible, the DRB order the Site Plan revised to remedy the issues set forth in paragraphs 2-6 above. 2 701072.1 Langrock Sperry & Wool, LLP DATED at Burlington, Vermont this 6t" day of July, 2017. LANGROCK SPERRY & WOOL, LLP Mark L. Sperry, sq. PO Box 721, 210 lege Street Burlington, VT 402 (802)864-0217 Email: msperry@langrock.com sIN�E Langrock Sperry & Wool, LLP 1960 ATTORNEYS AT LAW RECEIVED July 6, 2017 JUL 0 6 2017 HAND -DELIVERED Cityof So. Burlington Secretary, Development Review Board c/o Ray Belair Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Appeal of Administrative Officer's Findings of Fact and Decision - Snyder -Braverman Development Company, LLC Applicant, South Burlington City Center, LLC Site Plan Application Approval #SP-17-29 Dear Development Review Board: Enclosed please find for filing with the Development Review Board, a Notice of Appeal regarding the above matter. I have also enclosed a check in the amount of $233.00 for the filing fee. Please feel free to contact me with any questions. Sincerely yours, //) I Mark L. Sp y msperty@lahgrock.com Enclosures cc: Peter Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney Snyder -Braverman Development Co., LLC 701159.1 REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys@langrock.com MIDDLEBURY: I11 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 • (802) 388-6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864-0217 • Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD RECEIVED IN RE: Appeal of Snyder -Braverman Development Company, LLC, 146 JUL 0 6 2017 Market Street - Site Plan Application Approval #SP-17-29 Cityof S0. Burlington Century Partners, LP and Thirty Three Mary Street, LLC, by and through their attorneys, Langrock, Sperry & Wool, LLP, c/o Mark L. Sperry Esq., 210 College Street, P.O. Box 721, Burlington, Vt., 05 75 2, hereby appeal to the City of South Burlington Development Review Board ("DRB") the City of South Burlington Administrative Officer's Findings of Fact and Decision re: Snyder -Braverman Development Company, LLC (Applicant) and South Burlington City Center, LLC (Owner), 146 Market Street, Site Plan Approval dated June 22, 2017, Site Plan Application #SP-17-29 (the "Decision"). The Decision concerns property located at 146 Market Street in South Burlington, Vermont, more particularly described on the exhibit referenced in Finding 5 of the Decision as "Site Plan, prepared 1/6/2017, last revised 4/27, 2017" (the "Site Plan" and the " Property"). The Decision, if confirmed, will not be in accord with the policies, purposes, or terms of the plan or by-law of the City. The applicable provisions of the South Burlington Land Development Regulations and the grounds for appeal include, but are not limited to: Section 8.02. As provided in Finding 7 of the Decision, Section 8.02 provides that "No land development shall be permitted except in full compliance with the applicable Langrock Sperry Building Envelope Standards (BES) and this Article." The Building Envelope (or `BES") & Wool, LLP Standards for Transect Zone 5, Section 8.14 are set forth at Page 12 of the Decision. Langrock Sperry & Wool, u_i' However, the Decision does not apply BES Standard 8.14(D)(3)(a) respecting curb cuts on Market Street, which constitute land development. 2. Section 8.14(D)(3)(a) — The Property along Market Street is in the "T-5 Zone," where curb cuts, such as the proposed Property curb cut adjacent to the Century property on Market Street, are "prohibited." Section 8.04(A)(2) and (5) — Even if the proposed Property curb cut were permissible, the Site Plan fails to provide for "connectivity" to existing Mary Street, or "upgrade" of existing Mary Street in accordance with Article 11, "Street Typologies.". 4. 24 V.S.A. 4416, Section 14.06(G), and Section 15.12(C) - Even if the proposed curb cut were permissible, the improvements shown on the Site plan would increase the radius of the easterly side of the access to Century's property, making turns in and out sharper, so that commercial trucks and some emergency vehicles would not be able to enter the Century property from the east, nor exit Century's property proceeding east. This would have an adverse effect on Century's property. 5. Section 11 - 11 "Support Street" minimum pavement width is required to be 36 feet. The 20 foot sections shown on the Site Plan are not permissible. 6. Section 14.06((B). There is no provision for the "Existing Utility Vault Cabinet" in Market Street to be underground, and such utility obstruction is prohibited by Section 8.04(E), requiring a 25 foot radius "Clear Zone." Relief Requested: That the Decision be reversed, or if the proposed curb cut shown on the Site Plan is deemed permissible, the DRB order the Site Plan revised to remedy the issues set forth in paragraphs 2-6 above. 2 701072.1 Langrock Sperry & Wool, LLP DATED at Burlington, Vermont this 6`h day of July, 2017. LANGROCK SPERRY & WOOL, LLP Mark L. Sperry, sq. PO Box 721, 210 lege Street Burlington, VT 402 (802) 864-0217 Email: msperry@langrock.com D 1 gravel & shea ATTORNEYS AT LAW A PROFESSIONAL CORPORATION 76 St. Paul Street P.O. Box 369 Burlington, Vermont 05402-0369 Telephone 802.658.0220 Facsimile 802.658.1456 www.gravelshea.com September 12, 2017 HAND DELIVERED Mr. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 Robert H. Rushford Shareholder rrushford@gravelshea.com Re: South Burlington City Center Lot A and Lot B — Mary Street Documents Dear Ray: As part of the submission package for the recording of the mylar for the Lot A and Lot B subdivision plat, enclosed please find the following: 1. Original signed Irrevocable Offer of Dedication for Mary Street Extension incorporating the comments we received from Dave Rugh. 2. Original signed Warranty Deed for Mary Street Extension incorporating the comments we received from Dave Rugh. 3. Original Signed Report on Title for Mary Street Extension incorporating the comments we received from Dave Rugh and additional information from our recent title update. Also enclosed is a redlined version of the Report on Title showing those changes. I understand that you already have the mylar from Andy Rowe. Please let me or Andy know if you need anything else on our end to record the mylar. gravel & s h e a ATTORNEYS AT LAW Mr. Ray Belair Thank you for your assistance. Very truly yours, GRAVEL & SHEA PC eobleH. �Rushford RHR:kar Enclosures cc: Andrew Rowe, P.E. (w/enclosures) David W. Rugh, Esq. (w/enclosures) Mr. Christopher R. Snyder (w/o enclosures) September 12, 2017 Page 2 jufie , 201JSeptember 7 2017 City of South Burlington 575 Dorset Street South Burlington, 05403 Report on Title to Real Property Ladies and Gentlemen: This is to certify that we have examined the records identified below and made certain inquiries as described below with respect to the record title to the real property known as being located at Mary Street Extension, South Burlington, Vermont and described on Exhibit A attached hereto (the "Property") in preparing this Report on Title to Real Property (this "Report"). The examination was conducted at the request of City of South Burlington as a condition to the South Burlington Development Review Board (the "Board") approval of final plat application #SD-17-03 for the subdivision of a 5.15 acres of land located northeast of Market Street in South Burlington, Vermont into three (3) lots, one of which is the Property. In preparing this Report we have: Examined the land records which are maintained by the City of South Burlington as indexed in the General Index as required by 24 V.S.A. §§ 1153-1154, 1161 and 1163 and as made available to the public (the "Land Records") with respect to the chain of title to and encumbrances on the Property. 2. Made inquiry of the Zoning Enforcement Officer of the City of South Burlington (the "Zoning Administrator") and reviewed the contents of the files provided to us by the Zoning Administrator in response to our inquiry with respect to the Property (the "Municipal Records"), but only with respect to the following limited matters which may be disclosed in the Municipal Records ("Municipal Zoning Matters"): (a) The dates of the adoption of zoning ordinances applicable to the Property. (b) The requirement, if any, that a zoning permit, building permit, or certificate of occupancy be issued under the zoning ordinances which were disclosed to us pursuant to such inquiry with respect to the Property. (c) Whether any notices of violation with respect to the Property had been issued and were not resolved on the date of our inquiry. City of South Burlington 29413September 8, 2017 Ju»e-24, Page 2 3. Reviewed the Land Records for evidence during the Period of the Search that the Property was a part of a "subdivision," as that term is defined in §5-902 of the Vermont Health Regulations or in Section 3.02 of the Environmental Protection Rules or as defined in 10 V.S.A. Chap. 64 and the regulations adopted pursuant to such statute, which required the issuance of a State Subdivision Permit and/or was required to have a Public Building Permit or Water Supply and Wastewater Disposal Permit on account of construction of improvements on the Property during the period when such regulatory schemes were in effect. Upon discovery of evidence that one or more of such permits were required, we have made inquiry of and, to the extent available, examined the records as indexed in the office of the Regional Engineer, Agency of Natural Resources Essex Junction Regional Office or applicable municipal records in the event of a delegation of authority to the municipality (the "Regional Engineers' Records") with respect to the following limited matters affecting the Property: (a) Whether the Property is now or was required to have a State Subdivision Permit under the former regulations adopted pursuant to 18 V.S.A. § 1218 (repealed 2002) (the "State Subdivision Regulations"). (b) Whether the Property is now or was required to have a Public Building Permit under the former regulations adopted pursuant to 18 V.S.A. § 1302 and § 1305 (repealed 1987) (the "Public Building Regulations"). (c) Whether the Property is now or was required to have a Water Supply and Wastewater Disposal Permit under the former regulations adopted pursuant to 10 V.S.A. Chap. 61 (repealed 2002) (the "Water Supply and Wastewater Regulations"). (d) Whether the property is now or was required to have a Potable Water Supply and Wastewater System Permit under the regulations adopted pursuant to 10 V.S.A. Chap. 64 (adopted 2002) (the "Potable Water Supply and Wastewater System Regulations'). (e) If a permit was required under any of the foregoing, then whether such permit was issued and, if issued, whether the terms of the permit required written certifications or other documents to be filed with the Regional Engineers' office or the municipality. (f) Whether there are notices of violations in the Regional Engineers' Records. 4. Reviewed the Land Records and the files maintained by the District Environmental Office (the "District Environmental Office File") for evidence during the Period of the Search that the Property is a part of a "development," as that term is defined in 10 V.S.A. § 6001(3), or a "subdivision," as that term is defined in 10 V.S.A. §6001(19), subject to the limitation expressed below with respect to development activities outside the boundaries City of South Burlington 244-5September 8, 2017 Page 3 of the town or city where the Land Records are maintained and development activities by any "person," as that term is defined in 10 V.S.A. § 6001(14), other than the specific persons whose names appear in the chain of title after 1968, with respect to the following limited matters: (a) Whether the Property is now or was required to have a permit pursuant to 10 V.S.A. Chap. 151 (State Land Use and Development Law) ("Act 250"). (b) If an Act 250 permit was required, whether such Act 250 permit was issued. (c) If an Act 250 permit was issued, whether the terms of the permit required written certifications or other documents to be filed with the District Commission. (d) Whether there are notices of violations in the District Environmental Office File. In preparing this Report we have assumed that the information provided to us by each person of whom we made inquiry was correct and complete at the time it was given to us and did not omit any matter of which such person knew or should have known about from information in the records in such person's control at the time of our inquiry. We have not conducted any separate inspection of the Property nor any review of any records other than the records identified in this Report. This Report is addressed solely to matters affecting record title to the Property. In providing it, we have assumed that at the time of our examination of title, all documents theretofore delivered to the municipal clerk had been correctly and completely indexed, and that all oral statements made to us by governmental officials with respect to the status and content of public records were correct and complete. We also have assumed, without independent verification, the genuineness of all signatures, the due authorization of all recorded documents and instruments affecting record title to the Property, and the enforceability of all such documents and instruments in accordance with their terms. Based upon the foregoing, and in reliance thereon, and subject to the exceptions and limitations set forth below, we hereby report the following: Owners of Record. Marketable title to the Property under Subchapter 7 of Chapter 5 of Title 27 of the Vermont Statutes Annotated, subject only to the mortgages, encumbrances, permits and liens described below is vested in South Burlington City Center, LLC. The Property is a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. Being a strip of land for puk�lic_roadway_and related_ utility purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street D City of South Burlington 2414September 8, 2017 Page 4 (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in Map Slide the City of South Burlington Land Records (the "Plat"). 2. Encumbrances Disclosed by the Land Records. The Property is not subject to encumbrances or liens of record in the Land Records during the Period of the Search (as defined below), except as follows: (a) Utility easement granted by South Burlington Realty Corporation to Green Mountain Power Corporation by Deed dated June 22, 1984 and recorded in Volume 207 at Page 510 of the City of South Burlington Land Records. (b) Corporate Way Development Agreement between Randall G. Munson d/b/a South Burlington Realty Company and the City of South Burlington dated July 26, 1989 and recorded in Volume 281 at Page 550 of the City of South Burlington Land Records. This Agreement terminated on July 1, 1999. (c) Irrevocable Offer of Dedication from South Burlington Realty Corp. to the City of South Burlington dated November 17, 1981 and recorded in Volume 176 at Page 494 of the City of South Burlington land Records, being Parcel 1 depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Site Plan," prepared by Webster -Martin, Inc. dated September 1981 and recorded in Map Volume 173 at Page 44 (Map Slide 154) of the City of South Burlington Land Records. (d) Covenant set forth in the Warranty Deed of Ver-Mada, Inc. to South Burlington Realty Corporation dated February 13, 1976 and recorded in Volume 126 at Page 337 of the City of South Burlington Land Records that no hotel, inn or motel can be constructed on the property identified as Parcel B on a plan entitled: "Land to be Purchased From the McKenzie Estate by the Ver-Mada Corp" recorded in Map Volume 80 at Page 99 (Map Slide 91.1) of the City of South Burlington Land Records (the Property being a portion of Parcel B). (e) All matters depicted on the Corporate Way Plan and all matters depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Property Plat," prepared by Webster -Martin, Inc. dated September 1981, last revised May 27, 1992 and recorded in Map Volume 286 at Page 39 (Map Slide 248.1) of the City of South Burlington Land Records. (f) Rights of the public and others legally entitled to any portion of the Property lying within the boundaries of a stream, watercourse or protected wetland. City of South Burlington 29�3September 8, 2017 Page 5 (g) Rights of the public and others legally entitled thereto in any portion of the Property lying within the boundaries of a public road, way, street or alley. (h) State and municipal permits and/or approvals set forth below in Paragraph 3. 3. Permit Matters. Our research disclosed the following matters: (a) Municipal Zoning Matters. We were advised by the Zoning Administrator that the City adopted its zoning regulations in 1947 and its subdivision regulations in 1963. As a result of our inquiry to the Zoning Administrator regarding permits issued by the Municipality with respect to the Property, the Zoning Administrator provided the following: (i) City of South Burlington Planning Commission approved on November 17, 1981 the construction of the roadways depicted on the Corporate Way Plan. In compliance with Conditions #3 and #6 and of this approval, Randall G. Munson d/b/a South Burlington Realty Company entered into the Corporate Way Development Agreement with the City of South Burlington dated July 26, 1989 and recorded in Volume 281 at Page 550 of the City of South Burlington Land Records as to the construction of Corporate Way. This agreement further provided that South Burlington Realty Company would grant the City of South Burlington an easement 30' in width across the Property for access to the Marcotte Central School, the easement to terminate upon the acceptance by the City of South Burlington of a public roadway providing access to the school property. However, Condition #7 of the Agreement provided that the Agreement terminated in its entirety on July 1, 1999. (ii) City of South Burlington Planning Commission approved on August 16, 1983 the creation of a 2 acre parcel for China Lite located off of the southwesterly boundary of Corporate Way as depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Site Plan," prepared by Webster -Martin, Inc. dated September 1981 last revised on August 10, 1983 and recorded in Map Volume 197 at Page 8 (Map Slide 166, Page 3) of the City of South Burlington Land Records (the "Revised Corporate Way Plan"). (iii) City of South Burlington Planning Commission approved on March 3, 1992 the construction of a 49,000 square foot office building on the southwesterly boundary of Corporate Way as depicted on a plan entitled: Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Property Plat," prepared by Webster -Martin, Inc. dated- September City of South Burlington 3une 24, 2414September 8, 2017 Page 6 1981, last revised May 27, 1992 and recorded in Map Volume 286 at Page 39 (Map Slide 248, Page 1) of the City of South Burlington Land Records. The building was never constructed and the approval has expired. City of South Burl tit Review Board approved_a boundary line adjustment on February 17, 2015 with Black Bay Ventures VIII LLC as depicted on a plat entitled: "Boundary Adjustment Plat for: Black Bay Ventures Vill, LLC and South Burlington City Center. Inc.s 135 & 137 Hinesburg Road, South Burlington, Vermont," prepared by_ Civil Engineering Associates, Inc. dated February 3, 2014, last revised April 1.2015 and recorded in Map Slide 585 at Page 1 of the City of South Burlington Land Records. No deeds have been recorded as of the date of this Report to complete the boundary line adjustment. (v) City of South Burlington Development Review Board approved on March 21, 2017 Final Plat Application No. SD-17-03, as evidenced by Findings of Fact and Decision dated March 22 2017 the subdivision of a 5.15 acre parcel of land on the north side of Market Street into three lots, Lot A comprising 28,793 square feet, Lot B containing_183,180 square feet and a 12,589 square foot parcel being a 60' wide right of way to be convey to the City of South Burlington as an extension of Mary Street to connect to Market Street, as depicted on the Plat. The approved Plat must be recorded within the 180-day time frame required for recordiii- qlat urule_r 24 V.S.A. § 4463 or the approval will be null and void. We note that any future improvements and alterations to the Property will be subject to the City's zoning regulations. We have not performed a zoning analysis for any future development proposal in connection with this purchase and express no opinion as to whether such permits would be issued or the terms and conditions that may be imposed. We have not requested as of the date of this Report a written certification from the Zoning Administrator that the Property is not presently in violation of the Zoning Ordinances of the City of South Burlington. However, the Zoning Administrator confirmed verbally on5(�i)wnilhor_7, 2017 that as of thee date of this Rep<_>rt he is not aware of any zoning violations. The above description of the Municipal Zoning Matters is for informational purposes only. We direct your attention to the provisions of Act 46 adopted by the Vermont Legislature in May, 1999 and amended in April, 2000 (the "Act") which provides in pertinent part that the failure to obtain or comply with a municipal land use permit (which term is defined in the Act) does not create an encumbrance on title and does not affect the marketability of title to the Property. See 27 V.S.A. § 612(b). In addition, an enforcement action City of South Burlington 294-SSeptember 8, 2017 Page 7 for the failure to obtain a permit or for a violation of a permit condition that occurred more than 15 more years ago is barred by the applicable statute of limitations created under the Act. It is important to note, however, that the failure to obtain a permit or comply with the terms of a permit is still a violation of the applicable municipal ordinances which are enforceable by legal proceedings (except as covered by the statute of limitations set forth above) and may result in the imposition of fines up to One Hundred Dollars ($100.00) for each violation for each day of the continuing violation. In the event the Property is to be sold, it is likely that a purchase and sale contract will include a provision requiring that the Property be in compliance with municipal and state ordinances, laws, rules and regulations regarding the use and occupancy of the Property. If the Property does not then comply with such ordinances, laws, rules and regulations, the proposed sale may be delayed or may fail to close. (b) State Subdivision Matters/Wastewater System and Potable Water Supply Matters- (1) Certification of Compliance No. 4C0503 was issued on January 12, 1982 for the construction of approximately 3,100 feet of road and a second road of 500 feet to a cul-de-sac. 00 Certification of Compliance Amendment No. 4C0503-2 was issued on September 19, 1983 for the creation of the 2 acre lot as depicted on the Revised Corporate Way Plan. (iii) State of Verniont_Wastewater System and Potable Water Sm, )ll,y Permit No. WW 4 4822 dated Mav 1.7, 2017_and recorded In Volu.rr1 1373_at Pa e_31.5 of the City -of Smith._:B_nrlington LandRtu7tdti _approved the construction of a_niultistory building Qll t ot,A ati doic_teri_ on the Plat. As the Property is vacant land, it will be conveyed subject to Notice of Permit Requirements are required under Section 1-304(2)(A)(i) of the Environmental Protection Rules as an unimproved lot. We note that legislation passed on June 13, 2002 (S.27) and on May 18, 2007 (H.296) together with revised Environmental Protection Rules effective on September 29, 2007 modify the State Subdivision Regulations and phases out some prior exemptions. As such, any modifications to the boundary lines for the Property, the structure on the Property, the water and/or sewer demands for the Property or the failure of the wastewater or water systems may require amendments to the Wastewater System and Potable Water Supply System Permit. We express no opinion as to the capacity of the soils on the Property to accommodate a new wastewater system, the adequacy of future water systems or City of South Burlington 241-5September 8, 2017 Page 8 whether a Wastewater System and Potable Water Supply Permit would be issued in the future, and recommend that you consult with a professional engineer to properly evaluate these issues. (C) Department of Public Safety, Fire & Safety Division. Vacant parcels of land are not subject to the jurisdiction of the Department of Public Safety. (d) Stormwater. The Property is a vacant parcel of land and therefore a stormwater discharge permit has not been required. We have not made any investigation as to whether improvements, existing or proposed to be constructed, require stormwater discharge permits as any such investigation requires knowledge and skill that is outside of the legal profession. No opinion is given as to whether stormwater discharge permits or authorizations are needed for the Property. Consideration should be given to retaining an engineer or other qualified professional to determine whether stormwater discharge permits or authorizations are required for the Property. (e) Act 250 Jurisdiction Matters. (i) State of Vermont Land Use Permit No. 4C0503 dated April 19, 1982 and recorded in Volume 181 at Page 145 of the City of South Burlington Land Records approved the construction of 3,600 feet of roadway with related utilities for a planned commercial development. The permit approved maximum impacts of a cumulative total of 100,000 gross square feet of office or research and development space or 50,000 square feet of retail commercial space, 500 parking spaces, 50,000 total gallons per day of sewage flows and 50,000 gallons per day of water usage. Construction of the roads and utilities to be completed by November 1, 1982. (ii) State of Vermont Land Use Permit Amendment No. 4C0503-1 dated March 11, 1983 approved the extension of the completion of the roadway to November 1, 1985. (iii) State of Vermont Land Use Permit Amendment No. 4C0503-2 dated October 7, 1983 and recorded in Volume 191 at Page 349 of the City of South Burlington Land Records approved the site and foundation work for the China Lite restaurant with 131 vehicles, 1,600 feet of roadway and 500 foot access drive. (iv) State of Vermont Land Use Permit Amendment No. 4C0503-3 dated March 28, 1986 and recorded in Volume 215 at Page 65 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1987. City of South Burlington 2A4-SSeptember 8, 2017 Page 9 (v) State of Vermont Land Use Permit Amendment No. 4CO503-5 dated March 22, 1988 and recorded in Volume 259 at Page 471 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1989. (vi) State of Vermont Land Use Permit Amendment No. 4CO503-6 dated February 11, 1992 and recorded in Volume 318 at Page 49 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1993. (vii) State of Vermont Land Use Permit Amendment No. 4CO503-7 dated November 9, 1993 and recorded in Volume 353 at Page 660 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1996. (viii) State of Vermont Land Use Permit Amendment No. 4CO503-8 dated December 13, 1996 approved the extension of the completion of the roadway to November 1, 1998. (ix) State of Vermont Land Use Permit Amendment No. 4CO503-9 dated February 3, 2000 approved the extension of the completion of the roadway to November 1, 2001. (x) State of Vermont Land Use Permit Amendment No. 4CO503-10 dated January 9, 2002 and recorded in Volume 535 at Page 500 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2004. (xi) State of Vermont Land Use Permit Amendment No. 4CO503-11 dated November 2, 2004 and recorded in Volume 687 at Page 557 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2007 for the roadway base at the eastern end of Market Street and final paving of Market Street. Construction of cross streets are subject to full review and approval under all ten criteria of Act 250. (xii) State of Vermont Land Use Permit Amendment No. 4CO503-12 dated November 6, 2007 and recorded in Volume 800 at Page 487 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2010. (xiii) State of Vermont Land Use Permit Amendment No. 4CO503-13 dated May 21, 2015 and recorded in Volume=_,_'68 at Page 1.78 of the City of City of South Burlington june 24, 241-SSeptember 8, 2017 Page 10 South Burlington Land Records approved the replacement of the existing 48" corrugated metal pipe culvert under Market Street. xiy) Project Review Sheet Jurisdictional Opinion �k'as issued on September 8, 2017 determining that the project to be known as Cathedral Square is not subject to Act 250 jurisdiction. As the Property is subject to Act 250 jurisdiction by virtue of the above permits, any future improvements on the Property will also be subject to jurisdiction. See In re Russin, 162 Vt. 185, 643 A.2d 1209 (1994) (once jurisdiction attaches, subsequent modifications of the project will not be effective to remove jurisdiction). As such, the construction of improvements on the Property may require an Act 250 Permit Amendment (i.e., if a determination is made that the improvements will be classified as either a substantial or material change to the permitted project). See Environmental Board Rule 34(A) ("[a]n amendment shall be required for any material or substantial change in a permitted project"). A substantial change is defined as "any change in a development or subdivision which may result in significant impact with respect to any of the criteria specified in 10 V.S.A. § 6086(a)(1) through (a)(10)." See Environmental Board Rule 2(G). A material change is defined as "[a]ny alteration to a project which has a significant impact on any finding, conclusion, term or condition of the project's permit and which affects one or more values sought to be protected by the Act." See Environmental Board Rule 2(P). No notices of violations appeared of record during the Period of the Search. PeteF Keibei ramistr-iet n Gaer-dia& a ..r... ffied O 4'r.'® th@FO . WE HAVE NO INFORMATION REGARDING POSSIBLE ALTERATIONS TO THE PROPERTY AFTER THE INITIAL CONSTRUCTION THEREOF OTHER THAN AS SPECIFICALLY IDENTIFIED HEREIN AND WE STATE NO OPINION AND MAKE NO CERTIFICATION WITH RESPECT TO WHETHER ALTERATIONS MADE AFTER THE DATE OF INITIAL CONSTRUCTION REQUIRED SEPARATE OR ADDITIONAL PERMITS. DISCLAIMER: Except to the extent specifically identified above, the undersigned has not undertaken any investigation whatsoever with respect to whether the Property and each component thereof as originally constructed or subsequently modified, with or without permits, was in compliance with or continues to be in compliance with the provisions of the permits identified above or the applicable laws, rules, and regulations, ordinance and orders. The permits identified above include numerous findings of fact, conclusions of law, exhibits, plans and other documents related to and referenced in the permits and the permits contain technical requirements to be satisfied prior to, during and after construction, many of such matters can only be determined by a physical inspection City of South Burlington 241-5September 8, 2017 Page 11 of the Property. The undersigned did not conduct such a physical inspection, nor is such inspection part of the title examiner's obligation. A full review of all those matters requires knowledge and skills in engineering, architecture and other professions outside of the legal profession. The undersigned states no opinion and makes no report or certification with respect to such matters. If you require additional information regarding the permits, or the status of the Property regarding compliance with the permits, you should contact the undersigned or your own counsel to discuss additional procedures and investigations which may be available at extra cost. 4. Other Matters. (a) No opinion is made as to the existence of any so-called ancient roads which may traverse the Property and could give rise to claims by the public for access over and upon such roadways. Determining the existence of ancient roads would require additional research beyond the Period of the Search and the services of other professionals. Please advise the undersigned if you wish to authorize such additional work. In addition, we direct your attention to the following: Taxes for the year July 1, 2414 through June 30, -2.018 on a total of 28.93 acres are duc in the total -amount of $ ? ; (afe pai449,.361.76 in €41—three installments on Au u,� `? - ' J i 7 and March 15, 2018. The first installment has been aid. There are no delinquent taxes of record. The Property is vacant land and therefore the Owner has not filed a Homestead Declaration for the Property. Our examination of the Land Records covered the period from November 13, 1968 through tie 24,�Semember 7, 2017 at 8:00 in the forenoon (the "Period of the Search"). In preparing this Report, we have not examined or inquired into nor do we state any opinion or make any certification regarding the following, except to the extent specifically addressed above: 1. Taxes or assessments against the Property, if any, currently or hereafter assessed (none of which are delinquent on the date hereof, unless noted above). 2. Any instrument recorded prior or subsequent to the period of examination specified in this Report. The application or effect of any laws, ordinances, bylaws, rules, regulations or plans of the United States, the State of Vermont or any subdivisions, agencies or departments thereof relating to zoning or environmental matters; or whether the Property contains or is located within an area designated as a federal flood hazard zone, a wetland, or public waters. City of South Burlington 291-SSeptember 8, 2017 Page 12 4. Matters which would be disclosed by a physical examination, environmental audit, or an accurate survey of the Property, including in particular public highway easements, easements appurtenant to adjacent lands arising from any subdivision of lands without provision for adequate access thereto, the availability or adequacy of public or private utilities and services or the description or physical location of the boundaries of the Property. Rights of tenants and others in possession of all or any portion of the Property. 6. Any untrue, inaccurate or misleading statements contained or referred to in any recorded documents or public records. 7. Matters contained in records of probates, bankruptcy or other courts; the records of births, marriages, divorces or deaths; or the records of the formation, existence, registration or status of any entity which is a party to any document affecting the title to the Property. 8. The status of lease land rents. 9. Rights claimed in lands and premises forming the alleged homelands of certain American Indian or indian tribes and nations including, but not limited to the Abenaki Indian Nation arising out of aboriginal rights. The Property may be part of the lands claimed. Claims have been made to certain lands and premises in northern and western Vermont, but the rights of the claimants have not been finally adjudicated. 10. The effect of any activities which could or might result in forfeiture of a right, title and interest in the premises to the United States of America for any violation under the Comprehensive Drug Abuse Prevention Control Act of 1970, as amended, or to any other party pursuant to bankruptcy, insolvency, or fraudulent conveyances or similar laws. 11. The potential application of the Vermont Land Use and Development Law (10 V.S.A. Ch. 151) and the Environmental Protection Rules to the Property by reason of activity constituting a "development," as that term is defined in 10 V.S.A. § 6001(3), or a "subdivision," as that term is defined in 10 V.S.A. § 6001(19), by any "person," as that term is defined in 10 V.S.A. § 6001(14), resulting in: (a) the creation of ten or more lots within any continuous period of five years by a person other than the specifically identified persons appearing in the chain of title to the Property; (b) the creation of lots by any person identified in the chain of title which are located in any town other than the town where the Property is located; or (c) any other basis for a claim of jurisdiction by the Environmental Board based on the activities of any person other than a person specifically named in the chain of title to the Property. 12. The contents of or effect of records which existed at the time of our inquiry directed to the governmental officials named above which were not filed in the official file kept by such government officials regarding the Property at the time of our inquiry. City of South Burlington 2 1-5September 8, 2017 Page 13 This Report is solely for your benefit, is not transferable, and is not for the use or benefit of any other person or entity, nor for use in connection with any transaction other than that described above. Very truly yours, GRAVEL & SHEA PC Robert H. Rushford Exhibit "A" A certain piece or parcel of land, with the improvements thereon and appurtenances thereto, located in the City of South Burlington, County of Chittenden, State of Vermont, di r_eiriaftertthe "Prcljerty : _and more particularly described as follows: Being a strip of land for liiihlic roadway_<ur 1 r<+iwd ul,dity purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in Maw SIidGof, the City of South Burlington Land Records (the "Plat"). The Property is conveyed to Grantee for use for municipal road, sidewalk, utility and stormwater drainage purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway improvements, sidewalks, water mains and/or lines, sewer lines and force mains, stormwater pipes, catch basins, and appurtenances thereto depicted on the Plat. By acceptance and recording of this Warranty Deed, Grantee acknowledges that it has received the necessary "as -built" certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. The ;'rewiises aFePEM,)erty is a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. The e_Prroperty is subject to: (a) all rights -of -way, easements, conditions and covenants of record or as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §§ 601-611, both inclusive; and (b) the provisions of municipal ordinances, public laws, and special acts. Reference is hereby made to the above -mentioned plan and deeds and the records thereof, and the references therein made all in further aid of this description. gravel & s he a ATTORNEYS AT LAW A PROFESSIONAL CORPORATION 76 St. Paul Street P.O. Box 369 Burlington, Vermont 05402-0369 Telephone 802.658.0220 Facsimile 802.658.1456 www.gravelshea.com September 7, 2017 City of South Burlington 575 Dorset Street South Burlington, 05403 Report on Title to Real Property Ladies and Gentlemen: This is to certify that we have examined the records identified below and made certain inquiries as described below with respect to the record title to the real property known as being located at Mary Street Extension, South Burlington, Vermont and described on Exhibit A attached hereto (the "Pro a ") in preparing this Report on Title to Real Property (this "Report"). The examination was conducted at the request of City of South Burlington as a condition to the South Burlington Development Review Board (the "Board") approval of final plat application #SD-17-03 for the subdivision of a 5.15 acres of land located northeast of Market Street in South Burlington, Vermont into three (3) lots, one of which is the Property. In preparing this Report we have: 1. Examined the land records which are maintained by the City of South Burlington as indexed in the General Index as required by 24 V.S.A. §§ 1153-1154, 1161 and 1163 and as made available to the public (the "Land Records") with respect to the chain of title to and encumbrances on the Property. 2. Made inquiry of the Zoning Enforcement Officer of the City of South Burlington (the "Zoning Administrator") and reviewed the contents of the files provided to us by the Zoning Administrator in response to our inquiry with respect to the Property (the "Municipal Records"), but only with respect to the following limited matters which may be disclosed in the Municipal Records ("Municipal Zoning Matters"): (a) The dates of the adoption of zoning ordinances applicable to the Property. (b) The requirement, if any, that a zoning permit, building permit, or certificate of occupancy be issued under the zoning ordinances which were disclosed to us pursuant to such inquiry with respect to the Property. (c) Whether any notices of violation with respect to the Property had been issued and were not resolved on the date of our inquiry. E gravel & s h e a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 2 Reviewed the Land Records for evidence during the Period of the Search that the Property was a part of a "subdivision," as that term is defined in §5-902 of the Vermont Health Regulations or in Section 3.02 of the Environmental Protection Rules or as defined in 10 V.S.A. Chap. 64 and the regulations adopted pursuant to such statute, which required the issuance of a State Subdivision Permit and/or was required to have a Public Building Permit or Water Supply and Wastewater Disposal Permit on account of construction of improvements on the Property during the period when such regulatory schemes were in effect. Upon discovery of evidence that one or more of such permits were required, we have made inquiry of and, to the extent available, examined the records as indexed in the office of the Regional Engineer, Agency of Natural Resources Essex Junction Regional Office or applicable municipal records in the event of a delegation of authority to the municipality (the "Regional Engineers' Records") with respect to the following limited matters affecting the Property: (a) Whether the Property is now or was required to have a State Subdivision Permit under the former regulations adopted pursuant to 18 V.S.A. § 1218 (repealed 2002) (the "State Subdivision Regulations"). (b) Whether the Property is now or was required to have a Public Building Permit under the former regulations adopted pursuant to 18 V.S.A. § 1302 and § 1305 (repealed 1987) (the "Public Building Regulations"). (c) Whether the Property is now or was required to have a Water Supply and Wastewater Disposal Permit under the former regulations adopted pursuant to 10 V.S.A. Chap. 61 (repealed 2002) (the "Water Supply and Wastewater Regulations"). (d) Whether the property is now or was required to have a Potable Water Supply and Wastewater System Permit under the regulations adopted pursuant to 10 V.S.A. Chap. 64 (adopted 2002) (the "Potable Water Supply and Wastewater System Regulations"). (e) If a permit was required under any of the foregoing, then whether such permit was issued and, if issued, whether the terms of the permit required written certifications or other documents to be filed with the Regional Engineers' office or the municipality. (f) Whether there are notices of violations in the Regional Engineers' Records. 4. Reviewed the Land Records and the files maintained by the District Environmental Office (the "District Environmental Office File") for evidence during the Period of the Search that the Property is a part of a "development," as that term is defined in 10 V.S.A. § 6001(3), or a "subdivision," as that term is defined in 10 V.S.A. §6001(19), subject to the limitation expressed below with respect to development activities outside the boundaries of the town or city where the Land Records are maintained and development gravel & shea ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 3 activities by any "person," as that term is defined in 10 V.S.A. § 6001(14), other than the specific persons whose names appear in the chain of title after 1968, with respect to the following limited matters: (a) Whether the Property is now or was required to have a permit pursuant to 10 V.S.A. Chap. 151 (State Land Use and Development Law) ("Act 250"). (b) If an Act 250 permit was required, whether such Act 250 permit was issued. (c) If an Act 250 permit was issued, whether the terms of the permit required written certifications or other documents to be filed with the District Commission. (d) Whether there are notices of violations in the District Environmental Office File. In preparing this Report we have assumed that the information provided to us by each person of whom we made inquiry was correct and complete at the time it was given to us and did not omit any matter of which such person knew or should have known about from information in the records in such person's control at the time of our inquiry. We have not conducted any separate inspection of the Property nor any review of any records other than the records identified in this Report. This Report is addressed solely to matters affecting record title to the Property. In providing it, we have assumed that at the time of our examination of title, all documents theretofore delivered to the municipal clerk had been correctly and completely indexed, and that all oral statements made to us by governmental officials with respect to the status and content of public records were correct and complete. We also have assumed, without independent verification, the genuineness of all signatures, the due authorization of all recorded documents and instruments affecting record title to the Property, and the enforceability of all such documents and instruments in accordance with their terms. Based upon the foregoing, and in reliance thereon, and subject to the exceptions and limitations set forth below, we hereby report the following: Owners of Record. Marketable title to the Property under Subchapter 7 of Chapter 5 of Title 27 of the Vermont Statutes Annotated, subject only to the mortgages, encumbrances, permits and liens described below is vested in South Burlington City Center, LLC. The Property is a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. Being a strip of land for public roadway and related utility purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South } gravel & s h e a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 4 Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in Map Slide of the City of South Burlington Land Records (the "Plat"). 2. Encumbrances Disclosed by the Land Records. The Property is not subject to encumbrances or liens of record in the Land Records during the Period of the Search (as defined below), except as follows: (a) Utility easement granted by South Burlington Realty Corporation to Green Mountain Power Corporation by Deed dated June 22, 1984 and recorded in Volume 207 at Page 510 of the City of South Burlington Land Records. (b) Corporate Way Development Agreement between Randall G. Munson d/b/a South Burlington Realty Company and the City of South Burlington dated July 26, 1989 and recorded in Volume 281 at Page 550 of the City of South Burlington Land Records. This Agreement terminated on July 1, 1999. (c) Irrevocable Offer of Dedication from South Burlington Realty Corp. to the City of South Burlington dated November 17, 1981 and recorded in Volume 176 at Page 494 of the City of South Burlington land Records, being Parcel 1 depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Site Plan," prepared by Webster -Martin, Inc. dated September 1981 and recorded in Map Volume 173 at Page 44 (Map Slide 154) of the City of South Burlington Land Records. (d) Covenant set forth in the Warranty Deed of Ver-Mada, Inc. to South Burlington Realty Corporation dated February 13, 1976 and recorded in Volume 126 at Page 337 of the City of South Burlington Land Records that no hotel, inn or motel can be constructed on the property identified as Parcel B on a plan entitled: "Land to be Purchased From the McKenzie Estate by the Ver-Mada Corp" recorded in Map Volume 80 at Page 99 (Map Slide 91.1) of the City of South Burlington Land Records (the Property being a portion of Parcel B). (e) All matters depicted on the Corporate Way Plan and all matters depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Property Plat," prepared by Webster -Martin, Inc. dated September 1981, last revised May 27, 1992 and recorded in Map Volume 286 at Page 39 (Map Slide 248.1) of the City of South Burlington Land Records. (f) Rights of the public and others legally entitled to any portion of the Property lying within the boundaries of a stream, watercourse or protected wetland. (g) Rights of the public and others legally entitled thereto in any portion of the Property lying within the boundaries of a public road, way, street or alley. K gravel & s he a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 5 (h) State and municipal permits and/or approvals set forth below in Paragraph 3. 3. Permit Matters. Our research disclosed the following matters: (a) Municipal Zoning Matters. We were advised by the Zoning Administrator that the City adopted its zoning regulations in 1947 and its subdivision regulations in 1963. As a result of our inquiry to the Zoning Administrator regarding permits issued by the Municipality with respect to the Property, the Zoning Administrator provided the following: (i) City of South Burlington Planning Commission approved on November 17, 1981 the construction of the roadways depicted on the Corporate Way Plan. In compliance with Conditions #3 and #6 and of this approval, Randall G. Munson d/b/a South Burlington Realty Company entered into the Corporate Way Development Agreement with the City of South Burlington dated July 26, 1989 and recorded in Volume 281 at Page 550 of the City of South Burlington Land Records as to the construction of Corporate Way. This agreement further provided that South Burlington Realty Company would grant the City of South Burlington an easement 30' in width across the Property for access to the Marcotte Central School, the easement to terminate upon the acceptance by the City of South Burlington of a public roadway providing access to the school property. However, Condition #7 of the Agreement provided that the Agreement terminated in its entirety on July 1, 1999. (ii) City of South Burlington Planning Commission approved on August 16, 1983 the creation of a 2 acre parcel for China Lite located off of the southwesterly boundary of Corporate Way as depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Site Plan," prepared by Webster -Martin, Inc. dated September 1981 last revised on August 10, 1983 and recorded in Map Volume 197 at Page 8 (Map Slide 166, Page 3) of the City of South Burlington Land Records (the "Revised Corporate Way Plan"). (iii) City of South Burlington Planning Commission approved on March 3, 1992 the construction of a 49,000 square foot office building on the southwesterly boundary of Corporate Way as depicted on a plan entitled: Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Property Plat," prepared by Webster -Martin, Inc. dated September 1981, last revised May 27, 1992 and recorded in Map Volume 286 at Page 39 (Map Slide 248, Page 1) of the City of South Burlington Land Records. The building was never constructed and the approval has expired. 1 gravel & s he a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 6 (iv) City of South Burlington Development Review Board approved a boundary line adjustment on February 17, 2015 with Black Bay Ventures VIII, LLC as depicted on a plat entitled: "Boundary Adjustment Plat for: Black Bay Ventures VIII, LLC and South Burlington City Center, Inc., 135 & 137 Hinesburg Road, South Burlington, Vermont," prepared by Civil Engineering Associates, Inc. dated February 3, 2014, last revised April 1, 2015 and recorded in Map Slide 585 at Page 1 of the City of South Burlington Land Records. No deeds have been recorded as of the date of this Report to complete the boundary line adjustment. (v) City of South Burlington Development Review Board approved on March 21, 2017 Final Plat Application No. SD-17-03, as evidenced by Findings of Fact and Decision dated March 22, 2017, the subdivision of a 5.15 acre parcel of land on the north side of Market Street into three lots, Lot A comprising 28,793 square feet, Lot B containing 183,180 square feet and a 12,589 square foot parcel being a 60' wide right of way to be conveyed to the City of South Burlington as an extension of Mary Street to connect to Market Street, as depicted on the Plat. The approved Plat must be recorded within the 180-day time frame required for recording a plat under 24 V.S.A. § 4463 or the approval will be null and void. We note that any future improvements and alterations to the Property will be subject to the City's zoning regulations. We have not performed a zoning analysis for any future development proposal in connection with this purchase and express no opinion as to whether such permits would be issued or the terms and conditions that may be imposed. We have not requested as of the date of this Report a written certification from the Zoning Administrator that the Property is not presently in violation of the Zoning Ordinances of the City of South Burlington. However, the Zoning Administrator confirmed verbally on September 7, 2017 that as of the date of this Report he is not aware of any zoning violations. The above description of the Municipal Zoning Matters is for informational purposes only. We direct your attention to the provisions of Act 46 adopted by the Vermont Legislature in May, 1999 and amended in April, 2000 (the "Act") which provides in pertinent part that the failure to obtain or comply with a municipal land use permit (which term is defined in the Act) does not create an encumbrance on title and does not affect the marketability of title to the Property. See 27 V.S.A. § 612(b). In addition, an enforcement action for the failure to obtain a permit or for a violation of a permit condition that occurred more than 15 more years ago is barred by the applicable statute of limitations created under the Act. It is important to note, however, that the failure to obtain a permit or comply with the terms of a permit is still a violation of the applicable municipal ordinances which are enforceable by gravel & s he a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 7 legal proceedings (except as covered by the statute of limitations set forth above) and may result in the imposition of fines up to One Hundred Dollars ($100.00) for each violation for each day of the continuing violation. In the event the Property is to be sold, it is likely that a purchase and sale contract will include a provision requiring that the Property be in compliance with municipal and state ordinances, laws, rules and regulations regarding the use and occupancy of the Property. If the Property does not then comply with such ordinances, laws, rules and regulations, the proposed sale may be delayed or may fail to close. (b) State Subdivision Matters/Wastewater System and Potable Water Supply Matters. (i) Certification of Compliance No. 4CO503 was issued on January 12, 1982 for the construction of approximately 3,100 feet of road and a second road of 500 feet to a cul-de-sac. (ii) Certification of Compliance Amendment No. 4CO503-2 was issued on September 19, 1983 for the creation of the 2 acre lot as depicted on the Revised Corporate Way Plan. (iii) State of Vermont Wastewater System and Potable Water Supply Permit No. WW-4-4822 dated May 17, 2017 and recorded in Volume 1373 at Page 315 of the City of South Burlington Land Records approved the construction of a multi -story building on Lot A as depicted on the Plat. As the Property is vacant land, it will be conveyed subject to Notice of Permit Requirements are required under Section 1-304(2)(A)(i) of the Environmental Protection Rules as an unimproved lot. We note that legislation passed on June 13, 2002 (S.27) and on May 18, 2007 (H.296) together with revised Environmental Protection Rules effective on September 29, 2007 modify the State Subdivision Regulations and phases out some prior exemptions. As such, any modifications to the boundary lines for the Property, the structure on the Property, the water and/or sewer demands for the Property or the failure of the wastewater or water systems may require amendments to the Wastewater System and Potable Water Supply System Permit. We express no opinion as to the capacity of the soils on the Property to accommodate a new wastewater system, the adequacy of future water systems or whether a Wastewater System and Potable Water Supply Permit would be issued in the future, and recommend that you consult with a professional engineer to properly evaluate these issues. (c) Department of Public Safety, Fire & Safety Division. Vacant parcels of land are not subject to the jurisdiction of the Department of Public Safety. gravel & s h e a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 8 (d) Stormwater. The Property is a vacant parcel of land and therefore a stormwater discharge permit has not been required. We have not made any investigation as to whether improvements, existing or proposed to be constructed, require stormwater discharge permits as any such investigation requires knowledge and skill that is outside of the legal profession. No opinion is given as to whether stormwater discharge permits or authorizations are needed for the Property. Consideration should be given to retaining an engineer or other qualified professional to determine whether stormwater discharge permits or authorizations are required for the Property. (e) Act 250 Jurisdiction Matters. (1) State of Vermont Land Use Permit No. 4CO503 dated April 19, 1982 and recorded in Volume 181 at Page 145 of the City of South Burlington Land Records approved the construction of 3,600 feet of roadway with related utilities for a planned commercial development. The permit approved maximum impacts of a cumulative total of 100,000 gross square feet of office or research and development space or 50,000 square feet of retail commercial space, 500 parking spaces, 50,000 total gallons per day of sewage flows and 50,000 gallons per day of water usage. Construction of the roads and utilities to be completed by November 1, 1982. (ii) State of Vermont Land Use Permit Amendment No. 4CO503-1 dated March 11, 1983 approved the extension of the completion of the roadway to November 1, 1985. (iii) State of Vermont Land Use Permit Amendment No. 4CO503-2 dated October 7, 1983 and recorded in Volume 191 at Page 349 of the City of South Burlington Land Records approved the site and foundation work for the China Lite restaurant with 131 vehicles, 1,600 feet of roadway and 500 foot access drive. (iv) State of Vermont Land Use Permit Amendment No. 4CO503-3 dated March 28, 1986 and recorded in Volume 215 at Page 65 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1987. (v) State of Vermont Land Use Permit Amendment No. 4CO503-5 dated March 22, 1988 and recorded in Volume 259 at Page 471 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1989. (vi) State of Vermont Land Use Permit Amendment No. 4CO503-6 dated February 11, 1992 and recorded in Volume 318 at Page 49 of the City of gravel & s h e a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 9 South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1993. (vii) State of Vermont Land Use Permit Amendment No. 4CO503-7 dated November 9, 1993 and recorded in Volume 353 at Page 660 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1996. (viii) State of Vermont Land Use Permit Amendment No. 4CO503-8 dated December 13, 1996 approved the extension of the completion of the roadway to November 1, 1998. (ix) State of Vermont Land Use Permit Amendment No. 4CO503-9 dated February 3, 2000 approved the extension of the completion of the roadway to November 1, 2001. (x) State of Vermont Land Use Permit Amendment No. 4CO503-10 dated January 9, 2002 and recorded in Volume 535 at Page 500 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2004. (xi) State of Vermont Land Use Permit Amendment No. 4CO503-11 dated November 2, 2004 and recorded in Volume 687 at Page 557 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2007 for the roadway base at the eastern end of Market Street and final paving of Market Street. Construction of cross streets are subject to full review and approval under all ten criteria of Act 250. (xii) State of Vermont Land Use Permit Amendment No. 4CO503-12 dated November 6, 2007 and recorded in Volume 800 at Page 487 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2010. (xiii) State of Vermont Land Use Permit Amendment No. 4CO503-13 dated May 21, 2015 and recorded in Volume 1268 at Page 178 of the City of South Burlington Land Records approved the replacement of the existing 48" corrugated metal pipe culvert under Market Street. (xiv) Project Review Sheet Jurisdictional Opinion was issued on September 8, 2017 determining that the project to be known as Cathedral Square is not subject to Act 250 jurisdiction. As the Property is subject to Act 250 jurisdiction by virtue of the above permits, any future improvements on the Property will also be subject to jurisdiction. See gravel & s he a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 10 In re Russin, 162 Vt. 185, 643 A.2d 1209 (1994) (once jurisdiction attaches, subsequent modifications of the project will not be effective to remove jurisdiction). As such, the construction of improvements on the Property may require an Act 250 Permit Amendment (i.e., if a determination is made that the improvements will be classified as either a substantial or material change to the permitted project). See Environmental Board Rule 34(A) ("[a]n amendment shall be required for any material or substantial change in a permitted project"). A substantial change is defined as "any change in a development or subdivision which may result in significant impact with respect to any of the criteria specified in 10 V.S.A. § 6086(a)(1) through (a)(10)." See Environmental Board Rule 2(G). A material change is defined as "[a]ny alteration to a project which has a significant impact on any finding, conclusion, term or condition of the project's permit and which affects one or more values sought to be protected by the Act." See Environmental Board Rule 2(P). No notices of violations appeared of record during the Period of the Search. WE HAVE NO INFORMATION REGARDING POSSIBLE ALTERATIONS TO THE PROPERTY AFTER THE INITIAL CONSTRUCTION THEREOF OTHER THAN AS SPECIFICALLY IDENTIFIED HEREIN AND WE STATE NO OPINION AND MAKE NO CERTIFICATION WITH RESPECT TO WHETHER ALTERATIONS MADE AFTER THE DATE OF INITIAL CONSTRUCTION REQUIRED SEPARATE OR ADDITIONAL PERMITS. DISCLAIMER: Except to the extent specifically identified above, the undersigned has not undertaken any investigation whatsoever with respect to whether the Property and each component thereof as originally constructed or subsequently modified, with or without permits, was in compliance with or continues to be in compliance with the provisions of the permits identified above or the applicable laws, rules, and regulations, ordinance and orders. The permits identified above include numerous findings of fact, conclusions of law, exhibits, plans and other documents related to and referenced in the permits and the permits contain technical requirements to be satisfied prior to, during and after construction, many of such matters can only be determined by a physical inspection of the Property. The undersigned did not conduct such a physical inspection, nor is such inspection part of the title examiner's obligation. A full review of all those matters requires knowledge and skills in engineering, architecture and other professions outside of the legal profession. The undersigned states no opinion and makes no report or certification with respect to such matters. If you require additional information regarding the permits, or the status of the Property regarding compliance with the permits, you should contact the undersigned or your own counsel to discuss additional procedures and investigations which may be available at extra cost. 4. Other Matters. (a) No opinion is made as to the existence of any so-called ancient roads which may traverse the Property and could give rise to claims by the public for access over gravel & s he a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 11 and upon such roadways. Determining the existence of ancient roads would require additional research beyond the Period of the Search and the services of other professionals. Please advise the undersigned if you wish to authorize such additional work. In addition, we direct your attention to the following: Taxes for the year July 1, 2017 through June 30, 2018 on a total of 28.93 acres are due in the amount of $49,361.76 in three installments on August 17, 2017, November 15, 2017 and March 15, 2018. The first installment has been paid. There are no delinquent taxes of record. 2. The Property is vacant land and therefore the Owner has not filed a Homestead Declaration for the Property. Our examination of the Land Records covered the period from November 13, 1968 through September 7, 2017 at 8:00 in the forenoon (the "Period of the Search"). In preparing this Report, we have not examined or inquired into nor do we state any opinion or make any certification regarding the following, except to the extent specifically addressed above: Taxes or assessments against the Property, if any, currently or hereafter assessed (none of which are delinquent on the date hereof, unless noted above). Any instrument recorded prior or subsequent to the period of examination specified in this Report. The application or effect of any laws, ordinances, bylaws, rules, regulations or plans of the United States, the State of Vermont or any subdivisions, agencies or departments thereof relating to zoning or environmental matters; or whether the Property contains or is located within an area designated as a federal flood hazard zone, a wetland, or public waters. Matters which would be disclosed by a physical examination, environmental audit, or an accurate survey of the Property, including in particular public highway easements, easements appurtenant to adjacent lands arising from any subdivision of lands without provision for adequate access thereto, the availability or adequacy of public or private utilities and services or the description or physical location of the boundaries of the Property. Rights of tenants and others in possession of all or any portion of the Property. Any untrue, inaccurate or misleading statements contained or referred to in any recorded documents or public records. gravel & s h e a ATTORNEYS AT LAW City of South Burlington September 8, 2017 Page 12 Matters contained in records of probates, bankruptcy or other courts; the records of births, marriages, divorces or deaths; or the records of the formation, existence, registration or status of any entity which is a party to any document affecting the title to the Property. 8. The status of lease land rents. 9. Rights claimed in lands and premises forming the alleged homelands of certain American Indian or indian tribes and nations including, but not limited to the Abenaki Indian Nation arising out of aboriginal rights. The Property may be part of the lands claimed. Claims have been made to certain lands and premises in northern and western Vermont, but the rights of the claimants have not been finally adjudicated. 10. The effect of any activities which could or might result in forfeiture of a right, title and interest in the premises to the United States of America for any violation under the Comprehensive Drug Abuse Prevention Control Act of 1970, as amended, or to any other party pursuant to bankruptcy, insolvency, or fraudulent conveyances or similar laws. 11. The potential application of the Vermont Land Use and Development Law (10 V.S.A. Ch. 151) and the Environmental Protection Rules to the Property by reason of activity constituting a "development," as that term is defined in 10 V.S.A. § 6001(3), or a "subdivision," as that term is defined in 10 V.S.A. § 6001(19), by any "person," as that term is defined in 10 V.S.A. § 6001(14), resulting in: (a) the creation of ten or more lots within any continuous period of five years by a person other than the specifically identified persons appearing in the chain of title to the Property; (b) the creation of lots by any person identified in the chain of title which are located in any town other than the town where the Property is located; or (c) any other basis for a claim of jurisdiction by the Environmental Board based on the activities of any person other than a person specifically named in the chain of title to the Property. 12. The contents of or effect of records which existed at the time of our inquiry directed to the governmental officials named above which were not filed in the official file kept by such government officials regarding the Property at the time of our inquiry. This Report is solely for your benefit, is not transferable, and is not for the use or benefit of any other person or entity, nor for use in connection with any transaction other than that described above. Very truly yours, GRAVEL & SHEA PC Z(z Robert H. Rushford 9 Exhibit "A" A certain piece or parcel of land, with the improvements thereon and appurtenances thereto, located in the City of South Burlington, County of Chittenden, State of Vermont, (hereinafter the "Property") and more particularly described as follows: Being a strip of land for public roadway and related utility purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in Map Slide of the City of South Burlington Land Records (the "Plat"). The Property is conveyed to Grantee for use for municipal road, sidewalk, utility and stormwater drainage purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway improvements, sidewalks, water mains and/or lines, sewer lines and force mains, stormwater pipes, catch basins, and appurtenances thereto depicted on the Plat. By acceptance and recording of this Warranty Deed, Grantee acknowledges that it has received the necessary "as -built" certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. The Property is a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. The Property is subject to: (a) all rights -of -way, easements, conditions and covenants of record or as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §§ 601-611, both inclusive; and (b) the provisions of municipal ordinances, public laws, and special acts. Reference is hereby made to the above -mentioned plan and deeds and the records thereof, and the references therein made all in further aid of this description. <1217937WJOP> MAR-21-220G, 11:4GP FROM:CITY Or ADUTH EIURLIN 3026=464101 TL-)_G636E,E,I P'.1 (ATWOL Sc�046— I IMPACT & PERMIT FEES WORK SHEET Zoning Permit @ $500/SFD OR $350/MF unit io�SaFr SG�a Permit Recording Fee = $xo.oa d Sewer Impact Fee (#204) _ __ ___ bedrooms x ___g.p.d. x $4.60 Bartlett Bay Plant: Airport Parkway Plant: School Impact Fee (#222) Recreation Impact Fee (#2,o) Road Impact Fee (#221) �I / ✓ `� ' Fire Protection Fee (#203) Dorset Street Waterline Fee (#230) Sewer Inspection Fee = S.00 Sevver Inspection Recording Fee = $io.00 Property Address: PropertyOwner: 11) TOT'A-L 76 Post-it'f=ax Note 7671 Date # of 10, Pages To From CoMept. Co. 14Y Phone A iPhone # Fax # Fax # , ftal 76,0100MM4, southburlington PLANNING & ZONING Application Number SP- I q - _ (office use only) APPLICATION FOR SITE PLAN REVIEW (City Center FBC District) 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. 1. Street Address of Project: 146 Market Street 2. Brief project description (explain what you want approval for): A four story building to be constructed on a 0.66 acre lot. Project will include 39 residential units along with 9793 sf of non-residential space on the ground floor. Proposed development to also include 30 space underground parking garage, 6 covered parking spaces, and 8 surface parking spaces 3. Applicant Name The Snyder -Braverman Development Co, LLC Email Address4076 Shelburne Road, Suite 6 Shelburne, VT 05482 Telephone 802-985-5722 4. Primary Contact (person who will receive all correspondence from Staff) Name Chris Snyder Email csnyder@snyderhomesvt.com Addre 4076 Shelburne Road, Suite 6 Shelburne, VT 05482 Telephone 802-985-5722 5. Owner(s) of Record (Name(s) as shown on deed, mailing address, phone and fax #): South Burlington City Center, LLC P.O. Box 2204 South Burlington, VT 05407 802-863-9039 6. Project Summary a. Existing Uses on Property (including description and size of each separate use): The site is currently undeveloped 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b. Proposed Uses on property (include description and size of each new use and existing uses to remain): Parcel is currently undeveloped Residential = 34,914 SF Non-residential = 9,793 SF Parking = 13,844 SF c. Building size (GFA) d. Residential Units Existing none Existing none Proposed 44,707 SF (excluding parking) Proposed 39 units e. Does this project require meeting Section 18.01, Inclusionary Zoning? IN Yes ❑ No If yes to above, please indicate below the number of dwelling units that will be reserved in perpetuity for households in each income category. Please see 18.01(C) for the proportion that must be devoted to each income category and how to calculate fractional dwelling units. Affordable Units #s 80% of Median 31 units 100% of Median 3 units 120% of Median 5 units f. Qualifying open space (SF) Existing undeveloped parcel Proposed 3035 SF (see also site plan) 7. Project Details. a. Completed Submission checklist b. Completed BES checklist & self -evaluation c. Supporting documents and narrative for certain circumstances (including but not limited to): i. Section 8.06, Special Standards; Section 8.07 Materials; Section 8.08 Open Space Standards; Section 8.09 Nonconformities ii. Article 10, Overlay Districts iii. Article 12, Surface Water Protection Standards iv. Article 13, Supplemental Requirements 8. Total area to be disturbed during construction (sq. ft.) 69,696 SF * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 and Stormwater Management in Article 12 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. Cost Estimates. a. Building (including interior renovations). b. Landscaping: c. Other site improvements (please list with cost): 10. Traffic / Trip Generation. $ 5,600,000 $ 63,500 2 b, P.M. Peak hour for entire pi trty (In and out): 20 11. Estimated Project Completion Date. A st 2018 12. Site Plan and Fee. A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Three (3)regular size copies, one reduced copy (1l"x17,)'and one digital (PDF- format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. 13. List of Project Sheets, Include a list of each project sheet submitted by number. 14. Notification ofAdjoining Property Owners, Neighborhood Meeting. Notification ofadjoining property owners is the responsibility of the applicant. After determining that all submission requirements have been met, the Administrative Officer will provide the applicant with a project description and sample certificate of service. The sworn certificate of service shall be returned to the City along with demonstration of having met all ofthe requirements ofSection 14.05ofthe Land Development Regulations. ^` �� | a. Proposed |ocadonofne�hborhoodmeebng(if appUcab|e): ��x/ ����"'^nf Police qfEat^����°~~ I hereby certify that all the information requested as part of this application has been submitted and is accurate tothe best ofmyknowledge. lux Property Owner's Signature Date ofSubmission: Property Owner's Printed Name Date Do not write below this line Review Authority: Development Review Board Administrative Officer Action: I have reviewed this site plan application and find it to be: Complete Incomplete Administrative Officer The applicant orpermittee retains the obligation tridentify, opplyfor,and obtain relevant state penn/8for this project. Coll (802)D>9-5676 to speak with the regional Permit Specialist. l a. Land Use Codes) Used, independent Variables, Calculations b. P.M. Peak hour for entire property (in and out): 11. Estimated Project Completion Date.' 12. Site Plan and Fee. A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF- format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. 13. list of Project Sheets. Include a list of each project sheet submitted by number. 14. Notification of Adjoining Property Owners, Neighborhood Meeting. Notification of adjoining property owners is the responsibility of the applicant. After determining that all submission requirements have been met, the Administrative Officer will provide the applicant with a project description and sample certificate of service. The sworn certificate of service shall be returned to the City along with demonstration of having met all of the requirements of Section 14.05 of the land Development Regulations. a. Proposed location of neighborhood meeting (if applicable): ' 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. Applicant's Printed Name D 4fe -VIA . I Property Owner's Printed Name Date ��//Doo not write below this line Date of Submission:._j_[_� Review Authority: Development Review Board dministrative Off Action: 1 have reviewed this site plan application and find it to be: Complete Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply far, and obtain relevant state permits for this project. tall (802) 879-5676 to speak with the regional Permit Specialist. 3 l l 71 II�'_�IjII fI I I /LL--h dII�ET / 5T0 l ' I AGE I `'CjhEN -- -- COMMERCIrL I OFFICE I I O I i r I I I I I I �r I ' 1 _.1 � PARKING GAME ROOM I VEST. I WHEELCHAIR CAR STOP CURB 5 \ \\\\ I r_.-::.a...a - 5 LOBBYCvMPMAIL :AE LL- MAINTENANCE CORRIDOR UP - - - -- NAGER STORAGE FFICE -7_ CUST. ToIL K SASH CONFERENCE ROOM LOBBY .I FLOOR PLAN3/14" = 1-0" T TRASH STORAGEAIR A I I STOn STORAGE h H - - ROOM II n H--1 I II I II li I I I I I I I ( 11 1 SASH ACTIVItY ROOM COVERED PORCH, � I i I I I I I ' I I I I ' i I ' Y I I I I I 1 I i I I I - I e nean Dare ReW°lan D°te: n3-nT-h Project Name: Sheet N—b- 03-16-I1 REV. PER STAFF MTG t R.O.W 04-04-II OWNER CHANGES Snyder Homes INNOVATIVE DESIGN, INC. l�abrmdghWdwmis CATHEDRAL SQUARE rom Suite I I 8 SEXCARMICHAEL STREET, SUITE 104 A 2 4076Surne, Vermont 05482 MOM JCT., VT. 05452 Dra.n sy. South Burlington, Vermont Shelburne, Vermont 05482 FAX en-8430 aw p 802.985.5722-1802.497.0701 FAX en— www.SnyderHomesVi.com Erna. ""°""°'"" `�° "°°° FIRST FLOOR PLAN e nean Dare ReW°lan D°te: n3-nT-h Project Name: Sheet N—b- 03-16-I1 REV. PER STAFF MTG t R.O.W 04-04-II OWNER CHANGES Snyder Homes INNOVATIVE DESIGN, INC. l�abrmdghWdwmis CATHEDRAL SQUARE rom Suite I I 8 SEXCARMICHAEL STREET, SUITE 104 A 2 4076Surne, Vermont 05482 MOM JCT., VT. 05452 Dra.n sy. South Burlington, Vermont Shelburne, Vermont 05482 FAX en-8430 aw p 802.985.5722-1802.497.0701 FAX en— www.SnyderHomesVi.com Erna. ""°""°'"" `�° "°°° FIRST FLOOR PLAN 1 'y � ' �— CEMENT AWNING BOARD Lt5' HIGH PROJECTING ` PROJECTING CEMENT CANOPY BOARD BRICK VENEER CEMENT BOARD BOARD SIDING WINDOWS ON CANOPY SIDING BOARD CANOPY SIDING SIDING FIRST FLOOR SIDING MARKET STREET ELEVATION CEMENT BOARD PROJECTING AWNING AWNING \_ CANOPY BRICK VENEER MARY STREET ELEVATION vs••=1•-01, ——— — — — — —— Note neNsion pole R°NNon D°ta: ProJKI Num°: - SN°"t NumEer: 03-14-11 REV. PER STAFF MTG t RAW01-12-11 �//� ` 04-18-11 5UBMIS51ON Snyder Homes INNOVATIVE DESIGN, INC, S.I. va =r-o" CATHEDRAL SQUARE 04-24-11 REV. SUBMISSION iGnulNbaM"�, ow" homelo 8 CARMICHAEL STREET, SUITE 104 4076 Shelburne Road, Suite 6 IDI ESSEX JCT., VT. 05452 Dr By: South Burlington, Vermont A 6 Shelburne, Vermont 05482 P410NE: 1—) °'2-°.w '. 872-1 "7 802 985 5722 - f 802.497.0701 P—.SnydwHomesVT.com Em°`: 'm'""°'°'°"""" FBe 14— sne°t r°e: PROPOSED ELEVATIONS 5CREENING OI SOUTH ELEVATION lie•• = r-o•• OI EAST ELEVATION va" = r-o•• OOIa Revision Dote RaNdan — ` f Snyder Homes L{ a..�R� 1 od, 4076 Shelburne Road, Suite 6 ^ ` INNOVATIVE DESIGN, INC. 8 CARMICHAEL STREET, SUITE 104 - ESSEX JCT., VT. 05452 DO.: 01-12-I1 Project N—: CATHEDRAL SQUARE Sh— Number: A 03-14-IT REV. PER STAFF MTG t R.O.W 04-18-11 SUBMISSION S.W.: vsn =r-o D.-ey. South Burlington, Vermont She bume, Vermont 05482 P 802.985.5722 - f 802.497.0701 ovww. SnyderHomesVi.com .-..--- PNDNE: (W2) an -NM rax: e7z-e 7 Em : rn,a"..w°wr."N m• "°m` sneer rue: PROPOSED ELEVATIONS I ) Lamoureux 8t Dickinson Engineers Surveyors Planners Wetland & Soil Scientists April 28, 2017 Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 054503' RE: Application for Site Plan Review City Center FBC District 146 Market Street Dear Ray: We are writing to provide updated information and additional materials for the FBC Application for Site Plan Review. The following items address the questions we discussed by phone earlier this week. Rooftop equipment — There will be mini -split type air conditioning units located on the rooftop. However, the top of this equipment will only be about 4 feet above the roof surface, and they will be located near the center of the building. The minimal height of the equipment, combined with the two feet high parapet wall around the perimeter, will limit it's visibility by the public. Utilities — The electric panel and meters will be located within the basement parking garage. The gas meter will be located on the north side of the building, near the proposed generator. Landscaping along the north side of the building will screen both the generator and gas meter. Landscaping — A landscaping cost estimate is enclosed. The value of the proposed trees and shrubs falls short of the required landscaping budget per LDR Section 8.08.G. The applicant is proposing to commission an art element to be mounted on the south side of the building, facing Market Street. Sheet A6 has been modified to show the proposed location on the south elevation view. The elevator is located in this portion of the building, and therefore results in a tall architectural element without any windows. The applicant is requesting staff approval of the proposed concept at this time. They will then seek proposals from artists and subsequently refine and further develop the associated details of the artwork. Open Space — As allowed by Section 8.08.C., a pocket/mini park is proposed on the north side of the building, adjacent to Mary Street. This mini park includes a sitting area, a variety of trees and shrubs as well as grass, and includes a defined connection to the sidewalk along Mary Street. As you know, a porch is also proposed at the southeast corner of the proposed building. This 14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com ♦Innovative Solutions ♦ Quality Service porch will be for resident's use, but includes a walkway connection to the sidewalk along Market Street. T5 Building Standards, Entrances — Sheet A6 has been revised to include an additional entrance. As noted above, a walkway has also been added to the porch at the southeast corner of the building. The Market Street fagade now complies with the average frequency and maximum spacing for entrances (primary building). Windows — As noted on the T5 Building Envelope Standards Checklist, the building will comply with the glazing requirements. A minimum of 75% of the first story glazing will be transparent. The non -transparent glazing is not known at this time, but may include glazing near the elevator, and lower elements nearest the sidewalk. Road Improvement Impact Fee — Based upon ITE Trip Generation estimates, the project is estimated to generate 20 PM peak hour trip ends. In accordance with Section 8 of the Impact Fee Ordinance, the applicant is requesting credit for an `in kind' contribution. The construction of the City Center Road Network is one of the road improvement projects identified in Section 3 of the Impact Fee Ordinance. The applicant requests a credit equal to 100% of the required Road Improvement Impact Fee for the construction of the Mary Street extension. We have enclosed the following additional or revised documents for your review: - Application for Site Plan Review - T-5 Building Envelope Standards Checklist - Supplemental Narrative (revised April 27, 2017) - Landscape cost estimate - Trip generation estimate - Mary Street construction cost estimate - Modified sheet A6 showing the proposed building/wall art location - Architectural plans (sheets A2, A6, & A7) - Civil plans (sheets 1-10) Thank you for contacting us to review your questions, and for working with us to resolve the outstanding items on this application. Please contact me with any questions. Since , ndrew Rowe Chris Snyder Ken Braverman PA2015\15143 City Center\Cathedral Square\Cily\FBC appNoationtrevised application package 04-27-17 doc APPLICATION FOR SITE PLAN REVIEW CITY CENTER FBC DISTRICT SUPPLIMENTAL NARRATIVE JANUARY 13, 2017 REVISED APRIL 27, 2017 BACKGROUND: As proposed, the project is a mixed -use four-story building containing 34,914 square feet of residential space, 9,793 square feet of non-residential space, and 13,844 square feet of parking (for a total of 58,551 gross square feet of space). Developed in conjunction with Cathedral Square Corporation, the development will offer mix -income housing to persons aged 55+. The project will consist of 39 residential units along with 9,793 square feet of commercial and non-residential uses on the ground level. The project's residential unit mix will include a combination of one and two bedroom homes. Ground floor occupancy will include a commercial office space (1,453) along with a suite of uses for SASH (2,030) to include a Wellness Center, Conference Room, and Activity Room (plus restrooms). All SASH on -site programs and uses will be made available to South Burlington residents and the general public. For more information about SASH visit: http://sashvt.org/ SITE: The building will be constructed on a 0.66 acre lot located within South Burlington's T-5 City Center District. The proposed development shall also include 30 underground, 6 covered, and 8 surface parking spaces. Access to the project's underground parking garage will serviced off the existing driveway to the Marcotte School controlled by Applicant and Owner of Record. Each parking location has been designed specifically to meet the objectives of the FBC, including adequate setback, screening, and landscaping. MARY STREET EXTENSION: The extension of Mary Street to Market Street is identified as a secondary planned street on the City Center FBC Primary & Secondary Streets & Block Standard Applicability map in the Land Development Regulations. The Development Review Board made the determination that the extension of Mary Street shall conform with the 'support' street typology of Article 11. This project includes construction of a segment of Mary Street within the 60 feet wide right of way along the westerly site boundary. LANDSCAPE & GREEN BUILDING: The site is currently undeveloped with immature forest cover containing a small Class III wetland. The project's design will includes a mini -park on the north side of the building for the resident's use. This 3,035 sf area incorporates a circular seating 1 area with a variety of trees and shrubs adjacent to a stormwater treatment swale. A covered porch (510 so will also be provided for the resident's at the southeast corner of the building. A mix of trees and shrubs are proposed around the perimeter of the site and adjacent to the building. A variety of grasses and perennials will be planted in the smaller green spaces between the building and the sidewalks along Market Street and Mary Street. The proposed building will be constructed NAHB Green Certified and will also meet Efficiency Vermont Certification. In addition, the project will be solar ready, as required under the code, with roof truss system designed to accommodate necessary loading. INCLUSIONARY / AFFORDABLE HOUSING: As proposed, the building will be planned as a mix -income project and meet the following income restrictions (exceeding those required under the code): INCOME LIMITS (as a % of Area Median Income): NUMBER OF UNITS: 50% of AMI 8 60% of AMI 21 80% of AMI 2 100% of AMI 3 120% of AMI 5 TOTAL: 139 STORAGE / TRASH & RECYCLING: Storage for maintenance equipment is provided within the building footprint, adjacent to the parking spaces on the north side of the building. Trash and recycling collection and storage will be within the parking garage under the building. Trucks will use the garage driveway to access and empty the trash and recycling containers. SITE GRADING: The elevation of the new building has been dictated by the future grade of the reconstructed Market Street. The building will be accessible through the primary entry on Market Street, providing direct access to the lobby. Similarly, the commercial tenant space will be accessible via a short ramp connecting to the sidewalk along Mary Street. Approximately 4000 CY of native material will be removed from the project site during construction. K SURFACE WATER PROTECTION: A class 3 wetland is located on the easterly portion of the site. A Miscellaneous Application for DRB Review has been submitted requesting approval to fill this wetland. The site is not located within a Special Flood Hazard Area or Surface Water Buffer. The project will obtain a State Construction General Permit and Stormwater Discharge Permit. Stormwater runoff from the rooftop and pavement will be directed to two stormwater treatment swales for detention and infiltration. City Center / Market Street - Lot A Landscape Estimate of Probable Cost Revised April 27, 2017 Item Size Unit Cost* Quantity Subtotal Trees Acerx freemanii 'Autumn Blaze' Freeman maple 2" - 2 1/2" Cal $550 2 $1,100 Acerx freemanii 'Sienna Glen' Sienna Glen Maple 2 1/2" - 3" Cal $700 3 $2,100 Amelanchierlaevis 'Snowcloud' Allegheny serviceberry 2" - 2 1/2" Cal $550 5 $2,750 Betula nigra 'Heritage' River Birch 2" - 2 1/2" Cal $550 1 $550 Celtis occidentalis 'Prairie Pride' Common Hackberry 2" - 2 1/2" Cal $550 2 $1,100 Cornus alternifo/ia Pagoda Dogwood 1 1/2" - 2" Cal $375 3 $1,125 Crataegus crusgalli 'Crusader' Thornless Cockspur Hawthorn 2 1/2" - 3" Cal $700 3 $2,100 Hamamelis virginiana Witchhazel 1 1/2" - 2" Cal $350 10 $3,500 Juniperus virginiana 'Canaertii' Eastern Red Cedar 4' - 6' Height $125 10 $1,250 Plantanus occidentalis American Sycamore 2 1/2" - 3" Cal $700 3 $2,100 Prunus virginiana 'Canada Red' Chokecherry 2" - 2 1/2" Cal $550 2 $1,100 Quercus bicolor Swamp White Oak 2 1/2" - 3" Cal $700 1 $700 Quercus rubra Northern Red Oak 2 1/2" - 3" Cal $700 4 $2,800 Thuja occidentalis 'Nigra' lNorthern White Cedar 4' - 6' Height 1 $125 1 12 1 $1,500 Shrubs Deciduous shrub 18" - 24" $70 67 $4,690 Evergreen shrub 18" - 24" $45 0 $0 Total Estimate: $28,465 Item Size Unit Cost* Quantity Subtotal Street Trees - Mary Street Acer x freemanii 'Sienna Glen' Sienna Glen Maple 2 112" - 3" Cal $700 3 $2,100 Betula nigra 'Heritage' River Birch 2" - 2 1/2" Cal $550 2 $1,100 Plantanus occidentalis American Sycamore 2 1/2" - 3" Cal $700 3 $2,100 Quercus rubra Northern Red Oak 2 1/2" - 3" Cal $700 2 $1,400 Total Estimate: $6,700 Proposed construction costs Building construction $5.100,000 Site work $500,000 TOTAL $5,600,000 Required Landscaping Value $ 250,000 @ 3% $7,500 $ 250,000 @ 2% $5,000 $ 5,100, 000 @ 1 % 51 000 TOTAL $63,500 Proposed Landscaping $28,465 trees & shrubs Proposed building/wall mounted art $35,035 per LDR Section 8.08.G.(2) TOTAL $63,500 Proposed building/wall mounted art is 55-2 % of the required landscaping value. Maximum 60% of required landscaping value may be designated for landscaping options. LAMOUREUX & DICKINSON ESSEX, VT 05452 VEHICULAR TRIP GENERATION PROJECT NAME: City Center- Lot A / 146 Market Street PROJECT #: 15143 SOURCE: TRIP GENERATION, ITE, 9TH EDITION LAND -USE DESCRIPTION SINGLE FAMILY DWELLING APARTMENT LOW-RISE APARTMENT RESIDENTIAL CONDOMINIUM SENIOR ADULT HOUSING - DETACHED SENIOR ADULT HOUSING - ATTACHED CONGREGATE CARE FACILITY ASSISTED LIVING RECREATIONAL HOMES RESIDENTIAL PUD HEALTH/FITNESS CLUB ATHLETIC CLUB RECREATIONAL COMMUNITY CENTER ELEMENTARY SCHOOL MIDDLE SCHOOL / JUNIOR HIGH SCHOOL HIGH SCHOOL PRIVATE SCHOOL (K-12) DAY CARE CENTER DAY CARE CENTER NURSING HOME GENERAL OFFICE BUILDING GENERAL OFFICE BUILDING MEDICAL OFFICE BUILDING U.S. POST OFFICE OFFICE PARK OFFICE PARK RESEARCH AND DEVELOPMENT CENTER RESEARCH AND DEVELOPMENT CENTER BUSINESS PARK BUSINESS PARK MEDICAL EQUIPMENT STORE TOTALS ITE L.U.C. SIZE UNITS AVG. WKDY 210 0 UNITS 0 220 0 UNITS 0 221 0 UNITS 0 230 0 UNITS 0 251 0 UNITS 0 251 39 UNITS 134 253 0 UNITS 0 254 0 BEDS 0 260 0 UNITS 0 270 0 UNITS 0 492 0 SQ. FT. 0 493 0 SQ. FT. 0 495 2,885 SQ. FT. 98 520 0 STDNTS 0 522 0 STDNTS 0 530 0 STDNTS 0 536 0 STDNTS 0 565 0 SQ. FT. 0 565 0 STDNTS 0 620 0 BEDS 0 710 0 EMPLYS 0 710 1,453 SQ. FT. 53 720 0 SQ. FT. 0 732 0 SQ. FT. 0 750 0 SQ. FT. 0 750 0 ACRES 0 760 0 SQ. FT. 0 760 0 EMPLYS 0 770 0 SQ. FT. 0 770 0 ACRES 0 897 0 SQ. FT. 0 ANALYST: ABR - 04/28/17 CHECKED: -- AM PEAK HOUR -- ENTER EXIT TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 285 12 8 20 VTE/DAY VTE/HOUR -- PM PEAK HOUR -- ENTER EXIT TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 11 20 VTE/HOUR P:\2015\15143 City Center\Cathedral Square\Traffic\TRIPGEN 9th ed.xlsx, 4/28/2017 J RY r\'❑ I�' I�� r \ { L — ff"PEN COMMERCI�L OFFICE o f4e3 sf'5: Sr—rIGE—) CAR STOP CURB J' I L I I. STAIR B I AFF MTG ( PARKING ❑/ / VEST. 5 L WHEELCHAIR A9 4 O MAIL i SASH CONFERENCE ROOM 1130.5r I L A 0D Vim G1+;5610gA1 FLOOR PLAN oI�FIc E 1455 Sr 3/IL" = i-0" • • •*4 110,E �� r — >• I it I / TOIL SASH WELLNESS CENTER Lel LOUNGE I I TRASH I I I I I I GAME --� F--+--�-- -- C==== OOM I I I I STAIR A STORAGE 'I A-- STOi -- I l KK STORAG LOBBY --- RSOM F-- -- I --- ❑ -- F-- ❑ I I I I i I I I I I I I � U 11 Mill soy. NAGER o I FFICE I � I ' I I ® I I I I I / — ACTIVITYHROOM COVERED PORCh4 LOBBY — I I I I I_ I I I I I I I I I I VEST. 95 SF ----------------------------------- -A SQ�4GE t>S�� AS g$1c5t6 14 /y\<�' 03-01-I1 Snyder Homes INNOVATIVE DESIGN, INC. S`° " ,�cnrtt�nm,m,"a: B CARMICHAEL STREET, SUITE 104 3/IL =1' -O" 4076 Shelburne Road. Suite 6 IDI ESSEX JCT., VT. 05452 Dr— By. Shelburne, Vermont 05482 PHONE (eo0 en -WO PN M-va p 802.985.5722 - t 802.497. FM N— www. .SnySnyderHomesVi.com Ao}et Nanm r7 CATHEDRAL SQUARE South Burlington, Sheet ittlx FIRST FLOOR PLAN Vermont q 2 April 2017 Mary Street Extension Engineer's Estimate of Probable Construction Cost DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST Clearing & grubbing LS 1 $5,000.00 $ 5,000.00 Concrete Curb w/ Gravel LF 480 $25.00 $ 12,000.00 Street/parking w/Fabric, Gravel, & Pavement SY 870 $65.00 $ 56,550.00 Underdrain w/Fabric, Stone & Pipe LF 264 $25.00 $ 6,600.00 5" Thick Concrete Sidewalks SY 272 $70.00 $ 19,040.00 Cast Iron Detectable Warning Surface SF 60 $40.00 $ 2,400.00 6" Water Gate Valve with Box EA 1 $750.00 $ 750.00 8" Water Gate Valve with Box EA 2 $1,250.00 $ 2,500.00 6" CL52 Ductile Iron Water Service with Polywrap LF 8 $50.00 $ 400.00 8" CL52 Ductile Iron Water Main with Polywrap LF 225 $55.00 $ 12,375.00 Hydrant Assembly (including 6" gate valve) EA 0 $4,250.00 $ 0.00 Wet tap & valve (8" x 8") LS 1 $5,000.00 $ 5,000.00 Precast Concrete Sewer Manhole EA 0 $2,500.00 $ 0.00 8" SDR PVC Sewer Main Pipe LF 0 $40.00 $ 0.00 6" SDR 35 PVC Sewer Service Pipe LF 0 $35.00 $ 0.00 Precast Concrete Catchbasin/Yard Inlet EA 2 $2,500.00 $ 5,000.00 12" HDPE(SL) Storm Pipe LF 0 $40.00 $ 0.00 15" HDPE(SL) Storm Pipe LF 64 $45.00 $ 2,880.00 Transformer Vault LF 0 $8,000.00 $ 0.00 5" SCH. 40 PVC Primary Conduit (GMP) LF 0 $4.75 $ 0.00 3" SCH. 40 PVC Primary Conduit (GMP) LF 0 $3.00 $ 0.00 4" SCH. 40 PVC Conduit (FairPoint) LF 0 $3.50 $ 0.00 4" SCH. 40 PVC Conduit (Comcast) LF 0 $3.50 $ 0.00 Concrete Encase Utilities CY 0 $175.00 $ 0.00 Trenching for GMP, NETT, TV LF 0 $4.75 $ 0.00 Trenching for Gas LF 0 $4.75 $ 0.00 Signs - Street Name with Post EA 2 $200.00 $ 400.00 Street Trees EA 10 $600.00 $ 6,000.00 Erosion prevention & sediment control LS 1 $7,500.00 $ 7,500.00 Line striping LS 1 $3,500.00 $ 3,500.00 Restoration (topsoil/seed/mulch) LS 1 $8,000.00 $ 8,000.00 Subtotal $ 125,895.00 10% Contingencyl $ 12,589.50 TOTAL 1 $ 138,484.50 Estimate does NOT include: Structural soil Contaminated soils P:\2015\15143 City Center\Cathedral Square\Mary Street\Mary Street construction cost estimate 04-26-17.xlsMary Street construction cost estimate 04-26-17.xls > 4— } 411 / / THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT { SOIL SPECIFICATIONS FOR PLANTING AREAS b� Q�/ 1SSS-DIGSAFEPRIOR TOANY EXCAVATION. PLANTING SCHEDULE FINISH GRADE 8" TOPSOIL W ITH A TEXTURE OF FINE SANDY i / I LOAM. ORGANIC MATTER CONTENT I0-15% / BY DRY WEIGHT, pH 6.0-T.D, NO STONES LARGER THAN 2' IN ANY DIMENSION, AND j� t CO NOT MORE THAN 15%GRAVEL BY VOLUME ADDITIONAL SPECIFICATIONS IGO { 1. DONOTUSESOILS WITH ADMIXTURES OFUNDESIRABLE MATERIALS to Jt SUCH AS REFUSE. FOOTS, BRUSH. STICKS. WOOD CHIPS. STUBBLE, AND OTHER UNDECOMPOSED ORGANIC MATTER, OR MATERALS THAT \ WOULD BE DETRIMENTAL TO THE PROPER DEVELOPMENT OF PLANT? / GROWTH. 2. TO SOIL THE NOTBGROWTH MPACTTREES. D.ANYAEkSOFIAND OTHER TENTLY 11HE SOLI MUST NOT BE COMPACTED. ANY AREAS OFINADVERTENTLY I A COIMPLYING 4 2B' SUBSOIL WITH A TEXTURE OF FINE COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING / \ \ / I _ 1 AF SOIL MATERIAL SANDV LOAM, ORGANIC MATTER CONTENT SUBSOILER, CHISEL PLOW, OR BY EXCAVATK)N AND REPLACEMENT •u av`+•L M�. WITH UNCOMPACTED SOIL. DO NOT DRIVEEQUIPMENT ON SOIL AF RR LESS THAN 10%BY DRY WEIGHT, pH 6.0 L T- HAS LANDSCEEN APING OR DONE USING OPLANTING or PRESSURED B To � / q. h DIMEN IO AN LARGER RE THA I iS% EQUIPMENT, AT MAY BE GONE USING LOW GROUND EXCESS ELY I/ I GRAVEL ME MORE THAN IS% EQUIPMENT, ATATME WHEN THE SOIL IS NOT EXCESSIVELY MOIST.I 3HV 1AL 1N3 I �J \ \ / q., GRAVELBV VOLUME 3. SOILS WITHIN THE FULL SPECIFIED DEPTH SHALL HAVE A BULKCEIJTY ll 1N5 3 SAM tAl 1HV 53 NOT EXCEEDING 1,50'pms, AND SHALLEXHIBIT THE FOLLOWING CON \ \ 3 1 \ PENETROMETER READINGS TO THE FULL SPECIFIED DEPTH: \ I// 1 -TOPSOIL- LESS THAN 1 f O PSl (T.71,,u -) 1 N9 } / - :TOPS -LESS THAN 260 PSI (18.3 kgepM) 4. ANYCOMPOSTTHAT IS USED TOACHIEVETHEORGANK:MATTER REQUIREMENTS OF THE TOPSOIL SHALL HAVE A CARBON TO NITROGEN S A RATIO BELOW 25:1. _ / •t* �, 5. SOIL QUALITY AND DEPTH SHALL BE ESTABLISHED TOWARD THE ENO OF I 1 SINM 1 HIM I CONSTRUCTION AND, ONCE ESTABLISHED. SHALL BE PROTECTED FROM COMPACTION, EROSION. AND OTHER INFLUENCES DETRIMENTAL TOjTHE ROCK OR NONCOMPLYING SOIL GROWTH OF THE SPECIFIED VEGETATION. / I 2T04 AA // 18N I 2AL 3GB• / I / I/ j' I \y I } SPACINGVARIESSCHEDULE iza' I 1 1 l 1Le Ace ca, I PLANT � PERENNIAL �1 NB ` / I /1 BN � % ' / 1 /(PLuG-TYP.)� 1 P v 2r"v (ry / �// RICK MARGOTTE CENTRAL SCHOOL SHREDDED 7N.IN. /r - a It t \ r HARDWOOD PAVED PARKING LOT MULCH ' 409 CP MINERAL J y 11 !/ MEETING SOIL 11 tDR \ `\ ` // 38 GM 1 SPECIFICXTIONS \ t Y }T.":�..r.�:-•".'`'�����"{"�.''. ... Al OR PERENNIAL PLANTING DETAIL SAVE PROTECT EXISTING TREE 1 Po a'J L \ err ss \ 11 1 1 N6 i 1 "BA PROPOSED BUILDING 8Ar sAT 1 A Al A I v `J,J EXISTING4ITY 1 PO q 1 a EP 1A �Y I I 3 VAULTS 1 `IIETs / �\ 1 l UT _ 312-- — `; ^\\ ! / ra• II J? J `\, `d� ' � t 20 AN Key Bxldxie4/Nam Cnx Site Re ks .Medium m Large Trees AE rsJree oa Blme' Freeman%1,1c 212-1. B&B HN Berulen' inh 2"m2112Cn1. B&B CO Celrs cccd lis Prcin-c Prirl. tlin llockbrny Z"b21R Cal. B&B NS Acrrs(rc —, S<rru Glni na Glrn Mnple 212'1. 3'Ce1. S&B PO Plcrmnrs occidcnnilu ELLS",. 3"C." B&B QB Qucrzeu drolw S mp 'M1 Ok 2112"10 3'Lnl B&B QR Qmrzus rude N nhcm Red O k 3 IR' m l' Cal B&B 1 Trees planedadlacmtto sidewalk. aM r«ds aM1411 M1av 1-1 minimum branching heiehtas mmw,ed Rm, the eve1N surfatt 2 Relecto-tts wi,h ca-dommnm leaders 3 Trees shall be- gl ed Small Trees AL Arn —d- 1 9 Hue / AI xh� 1 Scrv-rebcm 2" 10 x 112 1,d B&Ii CA <,. sus ul fl ry aaD g 11r2",o2 Cal. MIT CC Cweaegw !l (. TI mNss C«kspmll,w,Mm 2"m2112"CM. B&B HIM Namame( 'rg' chhvd I112'm2 Cel. B&e TV Juxywws B C 4erH em Red C,dm 4-M1IIJH B&B PM Hwu�v,rgueanv Cawdv Red Chokechn 2"Io21:2('u1. B&B TO .4. ariAexrulis'Nixrv' Nenhcm Whit Ccdm a'-b'-.1e B&B Sk.,& M Arwriv mtReildi4'Bri(Ifanrusin,o' R,d ChokeMrtr IB"m2J"Neighr C«minor AM Arauv melax«arpv vkmg tl ,k(h A M, IB 2J H e. Cmumm AP 4esmluvp4rviJlav Rogai B Icb h B k 1'c IR U 'xh C—i— CB Cve�lu, vmenr4ne edc 11 a, IS { 11 ! Cmmmm CL C(e,hw 4/n fal,u Ruby Sere Summmwcc, 16 U SM1 Cmui." CS Cvmur eerum Cadum2' RW Qum DPgx IB 2J k,Sh Cmmmm IV Rer semaillvm'Brmu Rd" ale&crtY (r<vmlel IB m2i IlcigM1t Cbpumm 1Vm llex s<rtirrllata 5oruban GenHeman' n,erbee,) (nvle) IB" m 2J' NeigM Cmmimr LB Lmdmn Meaty Nonhem Spic 1, Ig" 1v 2J" Height Cmminm Perenni4h Grpsea CP Carec 4. - oak 5cd.e Plu (2) IN— 12"onr (3) PA Paxfrum 5h d h Switch PI. (2) Plant l8"oa emRr ) SS S4emrh, Sr nGn lAvn',.i Li,tic BI,mNem PI. 2 PIM Ia-mt—) SV Sty kru,w tort' SraJ' lodiso ss PT. 2 Plam Ia'oa—) S .: v -r xr rzd, ns P m d PI. 2 P1ml IR" on crnlm 3 B ildJlnwers AC Aml 'v ranadauN Red Colmnbinc Plu z 4 All Amsweiu hubruMil ThrendleafN urnm Plu 12 d AT AuI—ndnoru B,mem'MllL.xmJ rlug(2) 4 BA ua eSwrte' Wild IM, v Plug(2) d CV CHJvogmum vrglnrAnum avr manage GoM_ Ptug(2) fJ EP £rkaarea 'Rub Sur' Pu k Co«Ilowm PI. z J OF Gwm idea Ba,mn SI— Plu 2 4 Gh1 —.1. —.1.— xTd Gem,ium Plu 1 4 HR H Ph—nrMrrLume, Rlchnrdson s 1111-1 Plu (z) 4 MF .Non4rda Rsru/wa'Cbve Gwre Iild Ik mu•v P1u (1) 41 OF Ornurhrru wn,ma'Fvs+.Wn' S-d M (2 a PD Peu,nmrm df rdG'Hukn Red Fax love Beunl„ n c Plu 2 4 RE Rudberkia t da CdGmrni 81nrk-e eJ Su Piu 12) a SC Salfda v.shoenf Solm Lasrade' GoldrnrM I'1 •(2) J SE Sm rvumrhum enra du&G Fluor Hcnth A,,cr PI, (2) J SL Svm vamMum laew Blurdud Smumh.A,,,, I•I ) a SO SymphJrM h. ubbmglidl un R4Jdoni h ,nl Arvnmte Amer •lug l2l (4) 1 P I be phnled e0er veee and thrvb. rem Installed Do rot d,smrb Irc J:I I h 11.. 2 U fully d 2 q by5 d pl.ndscare plug. H. available Rmn Narh krLLk N, r cs. I.nndrnbmg, PA, Pr - ' M N h N mequaB I N b 8 n 13' pl 'vg nrcn 4.'ilanowemmfn'axtwemxrna.a. �ere,anmm apar,ag mammly.naotrod. �1 e GRAPHIC SCAL \FQ NE CENTRAL LEADER - MESS WITH \. THROUGH THE MINT WHERE THE TRUNK BASE MEETS SUBSMAMSOIL. \ / 01.E&17 REVISED PER CITY REVIEW I GEN SCREENING AM PRIOR TO MULCHING. LIGHTLY TAMP \ / Date Rc,i.i- BY SOIL AROUND THE ROOT BALL IN 6- LIFTS TO BRACE TREE. DO NOTOVER } 77Msc plans shag ody he used fot the purpose shoxT below: COMP ACT.WHENTHEPLANTING I Q $kekivc-cept Q Ac1250Revi— SET TREE SO THAT ROOT FLARE IS HOLE HAS BEEN BACKFILLED. FOUR JUST VISIBLE ABOVE SURFACE WATERAROUNDTHE ROOTBALLTO \ O I Preliminary 0 ConshUMion ROOT BALL MODIFIED PS REDUIRED SETTLE THE SOIL. \ I J / O TO CORRECT MODIFIED ASROOTSOR LOOSE NEDSOR;MGANDTURN \ / Final Local Review Q Record Drags mg Project No. THE SOIL TO REDUCE COMPACTION Q 4' HIGH X 8' WIDE ROUND -TOPPED TREE TOO DEEP IN ROOT BALL TO THE AREA AND DEPTH SHOWNSALL �` / CITY CENTER - LOT A 15143 SURFACE HALL BE CONSTRU FOR PLANTINGS ON SLOPES: RDUNDTOPPEDSURFACE SOIL IA SURFACE SHALL BE CONSTRUCTED survey BERM 0' HIGH %B' WIDE ABOVE ROOT BALL SURFACE SLOPE SIDES OF LOOSENED SOIL AROUND THE ROOT BALL BE \ IS,sHPLL BEGNJ AT ROOT BALL KMR SHROOT LF R 240' THE SHALLBLSINATROOE / MARKET STREET ROOTBALLFOR.ON BERM SHALL BEGINAT4'LAYEROFGROUNDBARK PERIPHERY. Design BALL PERIPHERY. R AEMEL ROUND ENTIRE CONSTRUCT ->Crr rr• OR WOOD CHIP MULCH. NO� PRIOR TO MULCHING. LIGHTLY TAMP \' CITY OF SOUTH BURLINGTON ABR/OTHERS BERM AROUND ENTIRE ROOT BALL. MORE THAN I- OF MULCH SOIL TOUNDTHE ROOT BALL Ir O Drawn ON TOP OFROOT SHGRAL LIFTS TO BHACESHRUBAN NOTOVER- \ ` \ ` LANDSCAPING ABR d"UYER OF GROUND BARK OR WOOD y COMPACT. WHEN THE PLANTING \ \ CHIPMULCHMULCH. NO MORE THAN OF ,r FINISH GRADE u $ HOLE HAS BEEN BACKFILLED, Pol1R \ \ Checked MULCH ON TOP OF RODT BOLL. / :: WATER AROUND THE ROOT RILL TO \ 2 SLOPE SIDES OF LOOSENED 5pl \, -- r. .\ SETTLE THE SOR. / BMH3 \ \\Jrx /' \ DJG LOOSENED SQL; qG AND /12 ROOT GALL SIZE Sw.LL �' / MEET ANSI —I TURNTHE SOILTOREDUCE /! T ` \\ PLAN De1C CURRENT EDITION FOR COMPACTION TO THE AREA -EXISTING SOIL \ / • \ /N ` �y\ 01-0&17 EXISTING SOIL •••'' ••• ••• TRUNK CALIPER SIZE AND DEPTH SHOWN f'1 I i�._ �p �\ / \ //y Scale BOTTOM DE ROOT BALL I DRAFT Lamoureux 81 Dickinson 1"=20' BOTTOM OF ROOT GALL RESTS ON RESTS ONEXI$TINGOR 3x WIDEST DIMENSION 1 \ \ Consulting Engineers, Inc. sheet nnlnbcr 3XTHEINMESTDIMENSIONOFROOTBALL I EXISTING OR RECOMPACTED SOIL \ A 9 9 RECOMPACTED SOIL OF ROOT BALL \ V / � 14 Morse Drive, Essex, VT 0545E TREE PLANTING DETAIL SHRUB PLANTING DETAIL \ >/ 04-2 7-17 802-87e-4450 3 \ • / / �p www.LDengineering.com PROPOSED LOCATION OF BUILDING / WALL MOUNTED ART --------------- [E Em. 1B EE1 ffl ffl F2 -------------------------- L M -------- Z-1 9. F-I— / ■�■ a■i mini i■i► ■ ■i�i ■� ■■ ■■ IL I ■■in 1Etttttttttttllmill IFF CEMENT PROJECTING CANOPY CEMENT AWNING CEMENT PROJECTING CEMENT PROJECTING BOARD 1.5' HIGH BOARD BRICK VENEER CEMENT BOARD BOARD SIDING WINDOWS ON CANOPY SIDING BOARD CANOPY SIDING SIDING FIRST FLOOR SIDING �1 MARKET STREET ELEVATION CEMENT BOARD SIDING I — — — — — — — _ — — TBI PROJECTING AWNING AWNING CANOPY BRICK VENEER MARY STREET ELEVATION THIS PLAN WAS REVISED ON 04-27-17 TO — — — — — — — SHOW THE CONCEPTUAL LOCATION OF THE PROPOSED ART ON THE BUILDINGS SOUTH FACADE (FACING MARKET STREET) D— R.H.Im Dap n.w.lon / L: I DO,: ProPn Name: sn.et rv�rneer: 03-I6-II REV. PER STAFF MTG It RAW OI-12-I1 04-18-11 5UBMI55ION Snyder Homes �� INNOVATIVE DESIGN, INC. �`°'° CATHEDRAL C p ^ I SQUARE L�1CH ybur6oOa�' IDI 8 CARMICHAEL STREET, SUITE 104 /8"" = "-O" CriTHEDRriL A 6 04-24-11 REV. SUBMISSION °wm ESSEX JCT., VT. 05452 a°.° er South Burlington, Vermont 4076 Shelburne Road, Suite 6 PNac: Ieon) 2- w Shelburne. Vermont 05482 FA4' ea- 7 sn..r nue: p 802.9855722-1802.497.0701 M; File Name: w .SnyderHomesVr.00m PROPOSED ELEVATIONS T-5 Building Envelope Standards Checklist and Self -Evaluation 6 Market Street 4-18-17 Applicant Self -Evaluation T-5 BES (South Burlington Land Development Regulations, !Primary Building Secondary Building Project Applicant Sheet #i! Notes 8.14) ;Facade Requirements Facade Requirements Information (B) Lot Standards - - -- (1) Lot Dimensions - - --- --------------- --------- --- (a) Lot size None -�b�--Lot Width ........... -------------------------------- - ..... - ------------------------------------None ----------<-------------------------------- ----------------------------------------------------------- ------- ---- ------------------------------------------------------- (2) Lot Occupation - - - ------------------_----------- -.......... ----------------- - --- ----- ----- - - - a) Percentage of Lot Coverage ---------- ---------------------------------------------------------- ------------ None - ------------------------------- (b) Units per acre None ----- (C) Building Standards - - - --- -- - -- - -------------------- -------------------- ---- ----------- ---------------------------------------------------------------------------------------------------- (1) Building Types ------------------------------------ ------------- - ---- -- - ,-----•------ :......................- ----------------------------------------------------- (a) All Types --------------------------------------- ------------------ -------------------- Permitted - - ------ --------------------------------------------- (2) Building Stories (a) Principal 1 2 Min., 6 Max. 4 stories ;Sheets A6, A7 (b) Accessory ------- ---------------------------.... 1 Max. - N/A ---------------------------------------------------------------- (3) Floor -to -Floor Height - ! - I (a) First story ---------------------------------------------•--------------------------------------- 14' Min., 20' Max.--------- --••;-•----------------------- 14 --- - Sheets A6, A� L------------------ (b) Upper Stories ------------------------ - - ------ - 10' Min., 14' Max. 10'-61/4" min. ------------ Sheets A6, A7 (4) Build -to -Zone - -- ----------- ry Z (a) PrimaBuild-to-one ----------------------------------------,---------------------------------- 10' Min., 6' Max. 9' Min., 9' Max. --------------------------------+ --- -------------------------------------------- - -- -Sheet 1 (b) Secondary Build -to -Zone 1Min., 24' Max. V. Min., 36' Max. --0' 6'-13.2' ;Sheet 1 -------------------------------------------------------- ------ (5) Frontage ----------- ------------ ----- - -- ---------- -- -- - -------------- --- ---- ------------------------------------------------------------------------------ --- -- (a) Frontage Buildout ->-----------------------------------------•----------------------- - - :85% Min. :85% Min. (Note 1) ------------------------- -------------------------------- - ----------------------------------------------------------- 94%'Sheet 1 ---------------------------------------------------------------------------------- (b) Percentage of Frontage Buildout within the 759'o Min. E50%Min' ------------- Primary Build -to -Zone 75.30%;Sheet 1 ----------- - --------- -to Percentage of Frontage Buildout within the - - 0% Min., 25%Max. 150% Max. ------ ------------------------------------------------------------ ----------------------------- Secondary Build -to -Zone 24.70%! !(100%-75.3%) (6) Entrances--------------------------------------------------------- ----------------------------------------•--------------------------------------- --------------------------- ----------------------------------------------- ---------------------- (a) Average frequency of Public Entrances, non- 30' Max. ;45' Max. Market - 27.7' ;Market-166'/6 doors Mary -', residential first story use Mary - 33.5' ;Sheet A6 ;67'/2 doors (b) Maximum distance between Public Entrances, 40' Max. !60' Max. Market - 40' non-residential first story use Mary - 35' !Sheet A6 - -------------------------------- ------------------------------- (c)Average Frequency of Operable Entrances, ---------------- ------------------------------------------ not applicable residential first story use (d) Maximum distance between Operable not applicable -- -- --------------- - - - - Entrances, residential first story use --------- (7) Glazing ------ ------ - ----------------------------------- (a) First Story ----------------------- --------------- -- - ------------------ -- ---- Min. 80% of the Width ;Min. 40% of the Width ---------------------------- --- --------------- of the Building, and !of the Building, and Min 81%- Market 55% ! Min. 7.5' in Height 7.5' in Height - Mary St ;See Sheet A6 io T-5 BES (South Burlington Land Development Regulations, ;Primary Building Secondary Building Project :Applicant Sheet #: Notes 8.14) ;Facade Requirements Facade Requirements Information (b) First Story, percent of glazing required to be 75% Min. :75% Min. 75% Mark & transparent Market St :See Sheet A6 ...... --------------------------------- -- --- -------------------- ( c) Upper Stories -------------------------------------------------- See Note 2 +, ------------------------------------ 31%-Market & 20% Mary St :See Sheet A6 (d) Upper Stories, percent of glazing required to be See Note 2 transparent 100*See Sheet A6 --- (8) Building Breaks ------------ (a) Building Horizontal Facade ------------ - Min. 3 every 80' ;Min. 3 every 80' ------ --- -------------------------------------------------- Min of 78' ;Sheets A2, A6 ------------------------------------------------------------------------ (b) Single Span of Horizontal Facade Without a ---------------------------------------------------- ---------------- ------------- Recommend every 24- ;Recommend every 24-48 ------------------------------------------------------------------------------------------------- ---------------------- Break - 48 feet; 60' Max. feet; 60' Max. 52' max. :Sheets A2, A6 (9) Supplemental Building Standards - -- ---------- - (a) Awnings, Stoops, Vestibules Encouraged Mult awnings ;Sheets A6, A7 (D) Block and Street Standards - -------------- ------ ------------------------------------------------------ (1) Blocks --- ............... -------- ----------............................... -------------------•-- ----------------------- (a) Perimeter 1,600' Max. N/A (b) Length - 400' Max. Mary St extension < 200' ..... (2) Street and Connection types - - ................... ---------------- (a) Destination Street - ------------------------------------------------------------------- Permitted, Qualifies as a Street -------------- (b) Support Street -------------------- Permitted, Qualifies as a Street Mary St ext. :Sheet 1, 2 --------------------------------a-r------------------------------------ (c) Neighborhood Street Narrow ---------- --- ----------------------------- ---- ----------------------- Permitted, Qualifies as a Street --------------------------------- ------------------------------- ----------------------------------------------------------- (d) Market Street & Garden Street Permitted, Qualifies as a Street (e) Path -------------- Permitted Connection, Not a Street ------------------------- (f) Alley ---------------------- ----------------------- Permitted Connection, Not a Street --------------------------------- E------------------------------ - ----) ------------------------------------------ .-.------.--..-.._-.._______ (bMew- .__.._-..-_._._.....-......-.--._-______---------------------------------------------- Permitted Connection, Not a Street .-------- .------------------- .._{-------------------------------- .__.------------------------------------ ..................... (h) All other street type--s ----------------------------------------------------------------------------------- Prohibited ----------------------------------------------------------------------------------- -------------------------------------- ------------------------------------------------------------------------------------------- (3) Curb Cuts ------- (a) On Market Street Prohibited None proposed (b) On Garden Street Prohibited N/A ------------------------------------------------------------------------- (c) All other streets --------------------------------------- ------------------------------ 100' Min. distance between curb cuts - ------------------------•---------------------------------------------------------- ;Sheet 1, 2 ;Mary St curbcut >100' --------------------------'--------------- (E) Parking Standards ----. - - - - - - - -- - - - - - ----------------------------------------------- (1) Parking Amount Requirements ----------------------------------------------------------------------- ------------------------ - (a) Per Residential Unit 2 spaces Max. - -- - ---- - - -- - - - ------------------------------------------------------------------------------- 3.9_ units = 78 spaces max. !44 spaces proposed ' ------------ (b) Per 1,000 gross s.f. Non -Residential 2 spaces Min. ------- -------------------------- ----- -... -------------------------------------------------_. :None req'd for < 5,000 SF - - ----------------- ------------------------------------ ------------ (2) Location &Screening - - - --- - - - - - - - .......... ---------------------- - ---- ---------------- - (a) New construction resulting in ariditionai non-residentialgross floor area or residential units sfiaii meet T-5 Parking Standards Satisfied - see above --- ----- --------------------------------- - - ---- ------- -- --ino------- ---- --- -- ------- --- --------------------------------------- (b) New surface parking shall be set back from the primary street a minimum of 25' - --- - Satisfied ;Sheet i (c ) Parking spaces may be leased from the city or a private landowner N__/A__ (d) New parking spaces shall be screened from all streets and the public realm, a minimum of four (4) ---------------------------- feet in height -- - -- N/A (e) Parking under structures is encouraged Garage proposed - Sheet 1 T-5 BES (South Burlington Land Development Regulations, Primary Building Secondary Building Project :Applicant Sheet #! Notes 8.14) IFaVade Requirements Facade Requirements Information (f) Parking shall only be permitted in compliance with applicable BES standards for building frontage :Tenant space > 5,000 SF --------------------------------------- (g) No parking spaces required for ground floor tenants/ uses less than 5,000 sq. ft. (3) Off -Site Parking ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- -----.---------•---------- ----- ------------- ----------------------------------------------------------- (a) Off -site parking within 600' may be used to meet parking requirements for Residential uses. -----------------------------------------------------------------------------•---•........................................................... ...................................... (b) Off -site parking within 12W may be used to meet parking requirements for non -Residential uses. .......... ------------------------- ....... ----------- ----- ..---------------- ----------------------- (c) Shared parking may be used to meet parking requirements (See Article 13). (F) Supplemental District Standards - ------ --------------------------------------------------------------------------------------------------------------------------- (1) Upper Story setbacks ------------------------------------------- --------------------- ---------------------- (a) All stories above the fourth story of any building shall beset back a minimum of twelve feet (12') from the principal and secondard building facades. N/A 4 stories prop. --------------------}------------------------------------------- -------------------------------------------------------- ---------------------------------------------------------------- ------------ (b) All stories above the fifth story of any building shall be set back a minimum of twelve feet (12') -------------------------------:----------- from all Alleys. N/A i4 stories prop. (G) Streetscape Standards --------------------------------------------------•---------..... - ----------------------------------------- -- - -- (1) General Standards (a) All streetscape features must be consistent within a project. (b) Non-hardscape, pervious areas within the front yard shall be predominantly planted with groundcover or flowering vegetation. Satisfied ::Sheet 3 --------------------------------------------------------------------- ........... -- ................ ......------------.------...... -- ..................--- ... (c ) All features proposed within an existing, proposed, or planned public ROW shall comply with ................................. ----------------------- ........ ----------------------------------------------------------- requirements of the Department of Public Works. Satisfied Sheet 1, 2 :..------------------------------------------------------------------------------- -------------------------------------------------- ................... .------------------------------------------••--•---•-- -------------- (d) Proposed development shall comply with all requirement of Article 11 -------------------------- ---------- Satisfied !Sheet 1, 2 (2) Streetscape requirements --------------------------------- ------------------------------ ----- ------- ------- ---- --- -------.....--------P--------------------5 .. ....-------- ---------------------------------------- ----------------------------- -- a) Benches 1 Min. er50'fronta e ...- - ............................................ ..................................... (b) Bicycle Parking or Rack Spaces ............... ..............------- �� Min. per 100' frontage ...------------------------------------- I - --------------------------------------------------------------------------------------- (c)Street Tree Spacing, on center ------------------- r------------ 30 Max. average -• --- ------ -- -- -- -----i--------------------------------r----------------------------------------------------------- Mary St - sheet 3 Notes (1) If a corner lot is 100' or less in width along the street containing the primary building facade and greater than two (2) times that width in depth, the required frontage buildout on the BES shall be reduced by 50% on the street containing the secondary building facade. ----- - - ------------------------------------------------------------------------------------------------------------------- ----------------------------- (2) Upper Story Glazing Shall comply with the following standards: --------------------------------<-------------------------------:---------------------------------------- ---- (a) Upper story glazing shall be a minimum of 30 percent of the facade on the primary building facade and 20% on secondary building facades. - ---------------------------------------------------------------------------------------------------------------------------------------------------------- (b) 8030 of glazing on upper stories shall be taller than wide ..................................................... .................. .._..________......... -------------------------------------------------------------- - ---------------------------------------------------------------.. -----...... -.._----------------------- .------------------------- {-------------------------------------------------------------------------------- ............ . (c) The required percentage shall be achieved by multiple openings. Windows may be ganged horizontally if each grouping (maximum five per group) is separated by a mullion, column, pier or wall section that is at least 7 inches wide. T-5 BES(South Burlington Land Development Regulations,::Primary Building':Secondary Building Project Applicant Sheet Notes 8.14) FaVade Requirements 'Fasade Requirements I Information (d) Glazing on upper stories shall not be flush with building surface material and shall be recessed a minimum of 3 inches, except for bay windows and storefronts. --------------------------------------...---------------------------- -------------- -- - ----------------------- .-------------------------------- -------- --- (e) Upper story windows/glazing (not doors) shall be no closer than 30 inches to building corners (excluding bay windows and storefronts). ----------------- ---------- ------------ ----------------- - -------------------------------- -------------------- -- -.............. ........... --------- -- (3) Building Break Standards also apply to any facade facing a Qualifying Open Space C CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 3rd day of May , 2017 , a copy of the foregoing public notice for FBC Site Plan [type of application] # SD 17-03 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) See attached list Dated at Essex [town/city], Vermont, this 3rd day of May , 2017 Printed Name: Andrew Rowe Phone number and email: 802-878-4450 Andy@LDengineering.com Signature: Andrew Rowe Digitalry signed by Mtlraw Rowe Date: May 3, 9017 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 Douglas Hudson Thirty Three Mary Street, LLP 28 Mary Street c/o Judge Development Corp. South Burlington, VT 05403 255 River Street, 6 FloorTroy, NY 12180-3282 South Burlington School District Poon Trust, LLC 550 Dorset Street 1569 Essex Road South Burlington, VT 05403 Williston, VT 05495 Dorset Square Associates 30 Kimball Avenue, Suite 101 South Burlington, VT 05403 Century Partners, LP c/o Judge Development Corp. 255 River Street, 6' Floor Troy, NY 12180-3282 City of South Burlington c/o Planning & Zoning Dept 575 Dorset Street South Burlington, VT 05403 TO: South Burlington property owners FROM: The Snyder -Braverman Development Company, LLC SUBJECT: 146 Market Street, South Burlington Application for Site Plan Review (City Center FBC District) PROJECT DESCRIPTION: Site plan review application #SP-17-29 of Snyder -Braverman Development, LLC to construct a 58,551 sq. ft. four (4) story mixed - use building which includes 39 residential units, 146 Market Street. An Application for Site Plan Review for a project located in the City Center Form Based Code District has been submitted to the Administrative Officer. The project is located at 146 Market Street in the City of South Burlington. An 11 "x17" copy of the proposed site plan is attached. A public information meeting will be held on Wednesday May 17 at 6:30 PM in the Miller room (1st floor conference room) of the South Burlington Police Department, located at 19 Gregory Drive, South Burlington. The purpose of this meeting is to give landowners and residents the opportunity to review the proposed application and provide input and feedback to the applicant on the Application for Site Plan Review. This notice is being sent to you because you have been identified as an abutting landowner to the proposed land development. The distribution of this information to the abutting landowners is required by the City's Land Development Regulations. You are encouraged to attend and participate in the public information meeting. If you are unable to attend the public information meeting, written comments may also be submitted. If you have any questions, or would like to submit written comments, please contact Andrew Rowe at Lamoureux & Dickinson Consulting Engineers, Inc. - 14 Morse Drive Essex, VT 05452, (902) 878-4450, or Andy@LDengineering.com. Any person with questions or comments may also contact Ray Belair, Administrative Officer, Department of Planning & Zoning, City of South Burlington — 575 Dorset Street, South Burlington, VT 05403, (802) 846-4106, or Ray@sburl.com THIRTY THREE MARY / ' ~' STREET, LLC 4e (u O== Nff ���� b j [ 6F DwL THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT LEGEND 09 o / 1-888-DIGSAFE PRIOR TO ANY EXCAVATION. — PROJECT BOUNDARY o.a \ - - ABUTTING PROPERTY LINE HUDSON (�+�,'L %! NT ( f-1-NGTREELINE,TREE ��yy..�JJ — EXISTING EASEMENT b EXISTING MARY STREET $ [ ONE EXISTING OVERHEAD UTILIY . ROLE, ANCHOR PAVED TURN AROUND\1 SIGN \� \ \� / - f \ / \ \ / EXISTING WETLANDS R11 ----------312---- EXISTING CONTOUR EXISTING EDGE OFy Q ) 1BB'r� PROPOSED BUILDING PAVEMENT f " \ d - 2¢' 1 \ \ f I PROPOSEDASPHALT PROPOSED ASPHALT SIDEV NICK \ \\ r 2D' PROPOSED CONCRETE SID WALK \ PROPOSED RETAINING WA WITH RAILING PROPOSED LIGHT POLE, B7, FIXTURE BUILOLYGFOOT INTOF cI / STOP FUTUREPHAS TOT l 9 f „ BUILD TO RE IREMENTS I SIGN R1-t I30'X90') \ I ALONG MARV STREET 24 2' d 2 _( m IrnEn4 RICK MARCOTTE CENTRAL SCHOOL SOUTH BU SCHOONDI DISTRICE RETAINING WAIL WlR1 RAILING ' INL WALL % r � C \ \ f f PAVED PARKING LOT __ tJ 60WIDE RIGHT OF WAY FOR FUTURE EXTENSION OF MARY STREET(12,509 SF) CONa IKL V;ACK CANOPY OVE(i CRETE PAD FOR SIDEWALK \ I t 111—ILO Uj �r PAVEMENT R(,OW, _ \ _ II I. GENERATOR � i y C2110'LAN'9 4 f�9 '� \ \ 'RT.6• ` I r N � K ry h 2II,793 SF fIROPo CLr BUILDING At.L Em w,JC[ \ 1 -- 8 WIDE PGAF AVEU SIDE WALK (TO RE PCILACED \ q I 1 _.r BY MARKET STREFT RECONSTRUCT n, �'7iNINGW EXIBTMIGUTILtrV QA$FMEN GREEN \ ♦ \ CENTURY PARTNERS, LP \ _ -w�4 MOUNTAIN POWERAORP,(VOL PAGEW9) "j W EXISTING UTILITY TO PE FXTINGUISH'I) ACROSSL01 A\ VAULTS I CABINETS (((111 4 MARKET STREET EXIT 14 INTERSTATE S9 1 Re 1fl59 R ^✓' -i- p05 r ❑ / 1 1 Ili '�- � II ' I f 17 -. �- ....a �,.,.•- / �R�, .. �, ,w 'I E%ISTING CONCRETE 51DEW f -.31^_ 1 •"f `� '- I a-te! - CI - ``' �_ \ a�aq .f✓ (II N\EW rC E (MARKET $EETRECONSTRUCTION) (MARKET STREET RECONSTRUCTION)NEWT \ \ �. TYEZ1.NEW FAINTED -❑ — MARKET STREET �TYPICAL NEW FTiBR/ERCROSSWALK (MARKET SECEOENTSPTARRUCTIION) V \\ - URB U$ ❑ '`• \ / /` \ TO OORSET STREET C E%15TIN 0 ) I 1 I_� • i i /�> j%�/ `5 tar.:: �uqB,.., :u \�. RI�ry I , 1�OT B EXISTING CONCRETE SIDEWALK DORSFTSCUARE PEON TRUST, LLC NEW SANRARY SEWER STRUCTURE "ASSOCIATES N,F NPF (MARKET STREET RECONSTRUCTION) / \ NEWDRAINAGESTREET RECOURE S. \ (MARKET STREET RECONSTRUCTION) EXISTING DRAINAGE STRUCTURE APPLICANT THE SNYDER-BRAVERMAN SHEET INDEX - \ DEVELOPMENT COMPANY, LLC r \ %ISTING SHELBURNE. V7E ROAD, SUITE 6 1 SITE PLAN ` \ P,SIGN SHELBUVVNER 05982 2 GRADING B UTILITY RLAN LANDOWNER SOUTH SURUNGTON CITY CENTER 3 LANDSCAPING PLAN -I 7j^ \ P.O. BOX 22 1 4 EPSC PLAN _ SOUTH BURLINGTON, VT 05407 GRAPHIC SCALE 20 0 10 20 40 80 (In hat) I Inch - 208E 5 LIGHTING PLAN B SUE B STORMWATER DETAILS 7 STORM, WATER B SEMI R DETAILS B OPEC DETAILS 9 WATER DETAILS PL.1 SUBDIVISION PLAT !I'1 T I oy�� MARCOTTE CENTRAL SCHOOL LOCATION MAP NOT TO SCALE PROJECT DATA: ZONMIG DISTRICT: FORM BASED CODE TRANSECT ZONET48T5 (T / TS BOUNDARY TO BE ADJUSTED PER LDR SECTION 3.0 SO THAT LOT A IS ENTIRELY T-5) MARV STREET • SECONDARY PLANNED STREET STREET TYPOLOGY a NEIGHBORHOOD / SUPPORT STREET LOT DATA: PROPOSED LOT A- 28,793 SF (0.88 ACRE) FUTURE WRY STREET ROW • 12,589 SF (0.28 ACRE) BUILDING STANDARDS: REQUIRED: 85% MINIMUM FRONTAGE BUILDOUT 75%MIN. IN PRIMARY BUILD TO ZONE (0'S) 25%MAX. IN SECONDARY BUILD TO ZONE (0'-24') PROPOSED: FRONTAGE BUILD OUT - 94% (178.7- BUILT 1185.7 FRONTAGE) BUILD OUT IN PRIMARY BUILD TO ZONE= 75.3% (I34.V PRIMARY BUILD TO ZONE / 178.7' TOTAL) PROPOSED BUILDING BASEMENT- PARKING GARAGE GROUND FLOOR -NON-RESIDENTIAL TENANTS/USES FLOORS 2, 3, 8 4. RESIDENTIAL UNITS (TOTAL OF 39 UNITS PROPOSED) PARKING STANDARDS (ES) FORM BASED CODE REQUIREMENTS: MAXIMUM 2 SPACES PER RESIDENTIAL UNIT 2 SPACES MINIMUM PER 100D SF NONRESIDENTIAL NO PARKING REO'O FOR GROUND FLOOR NON-RESIDENTIAL TENANTS / USES <5,000 REQUIRED/ALLOWABLE PARKING 36 RESIDENTIAL UNITS PROPOSED MAXIMUM OF 78 PARKING SPACES ALLOWED GROUND FLOOR TENANTS / USES <5,000 SF NO PARKING REQUIRED PROPOSED PARKING 30 GARAGE SPACES 6 COVERED SPACES 8 SURFACE SPACES 44 TOTAL PARKING SPACES OPEN SPACE REQUIREMENTS (TS) NON-RESIDTIAL EN • 5% OF NON RESIDENTIAL GROSS FLOOR AREA REQUIRED 100% MUST BE PART OF THE PUSLK: REALM PROPOSED OPEN SPACE TO BE LOCATED ON NORTH SIDE (SITTING AREA 8 ENVIRONS) RESIDENTIAL • REQUIRED 60 SF PER UNIT FOR RESIDENTIAL, 20OR MORE UNITS NO PUBLIC REALM REQUIREMENTS PROPOSED OPEN SPACE TO BE LOCATED ON NORTH SIDE (SITTING AREA 8 ENVIRONS) STREETSCAPE STANDARD REQUIREMENTS (TS) BENCHES I MINIMUM PER 50 FRONTAGE BIKE RACKIPARKING 20 MINIMUM PER 100 FRONTAGE STREET TREE SPACING So' MAXIMUM AVERAGE TO BE PROVIDED WITH MARKET STREET RECONSTRUCTION PROJECT M-27-17 REVOPENSPACECALCUTATIONREVWALKWAV/ENTRIES ABR k8-) STREET ExTENSION AABR 37MoRV TREETAUSTSTELAYOUT Date Revision BY lb- plans Shall only be used for the purpose shown below: Q Sketch/Concept Q Act 250 Rcvlcw ED Prellmi—y ID Constm tioo Final Local Review Record Drawing Project N CITY CENTER - LOT A 15143 Survey 146 MARKET STREET KMR DSF1p CITY OF SOUTH BURLINGTON ABR/OTI Drawn ABR SITE PLAN CDJGked Date 01-06.17 Scale Lamoureux & Dickinson ill =20' Consulting Engineers, Inc. Sheer nu 14 Morse Drive, Essex, VT 05452 802-8.8-4450 www.LDengineering.com Public Information Meeting Minutes A public information meeting for Site Plan review application #SP-17-29 was held on May 17, 2017 from 6:30 — 6:55 PM in the Miller Community Room of the South Burlington Police Department at 19 Gregory Drive in South -Burlington, VT. The following persons were present: Peter Judge —Century Partners Cindy Reid — Cathedral Square Tim McKenzie — South Burlington City Center, LLC Chris Snyder — Snyder -Braverman Development Company, LLC Ken Braverman —Snyder-Braverman Development Company, LLC Andrew Rowe —Lamoureux & Dickinson The following plans were available for review at the public information meeting: Color rendering of the Market Street facade of the proposed building Sitework design drawings prepared by Lamoureux & Dickinson, sheets 1-9 & PL-1, last revised 04-27-17 Discussion: All persons present, except Peter Judge, were associated with the Applicant. Chris Snyder stated that the purpose of the meeting was to present the project and receive comments. Peter Judge stated that he was already familiar with the project. There was discussion of the potential redevelopment for the University Mall site, and it's relation to the proposed Burlington Town Center project. Neither of these topics were relevant to the proposed project (#SP-17-29), other than the University Mall's general location in relation to 146 Market Street. There was discussion of several topics (children, sports, health care) that were unrelated to the proposed project. The following written comments were received: Statement of concern dated May 15, 2017 from Mark L. Sperry (Langrock, Sperry & Wool, LLP) on behalf of Century Partners, L.P. and Thirty Three Mary Street, LLC addressed to Raymond Belair. Minutes taken and prepared by Andrew Rowe P:\2015\15143 City Center\Cathedral Square\City\FBC application\Public meeting\public meeting minutes 05-17-17.docx LDLamoureux & Dickinson Page 1 Consulting Engineers, Inc. SINCE Langrock 1960 ATTORNEYS May 15, 2017 Raymond Belair City of South Burlington . 575 Dorset Street South Burlington, VT 05403 Sperry & Wool, LLP AT LAW VIA EMAIL Re: Application for Site Plan Review #SP-17-29 of Snyder -Braverman Development Company, LLC ("Applicant"), and South Burlington City Center, LLC ("Owner of Record") Statement of Concern of Century Partners L.P. and Thirty Three Mary Street, LLC under 24 VSA 4471(a) Dear Ray, I have reviewed the "City Center Lot A Site Plan" ("Site Plan") regarding the above and offer the following on behalf of my clients Century Partners L.P. and Thirty Three Mary Street, LLC:. Bonding is mandatory under Land Development Regulations Section 15.15(2). 1 understand from our discussion today that you will include a bonding requirement in your Site Plan Approval. This should be to the "Support Street" standards in Article 11 of the Land Development Regulations. I therefore request on behalf of my clients that a condition be included substantially as follows "No zoning permit for land development on any portion of the parcel identified as Lot A on the Site Plan may be issued until (i) the paved roadway, sidewalks, and related improvements shown on the Site Plan are installed within the area designated on the Site Plan as "60 Wide Right of Way for Future Extension of Mary Street (12,589 SF)" to the standards for Support Streets and related improvements set forth in Section 11.11 of the Land Development Regulations (collectively "Required Improvements"), or (ii) pursuant to 24 V.S.A. 4464(b)(4), and Land Development Regulations Section 15.15 (A) (2) and (3) and (C), in lieu of completion of the Required Improvements, the owner of Lot A provides to the South Burlington City Council, prior to issuance of a zoning permit for such land development, for the benefit of the City, a performance bond issued either by a bonding or surety company approved by the City Council or by the owner with security acceptable to the City Council, or an escrow account of letter of credit acceptable to the REPLY TO: Burlington Office • WFBSITF: www.lanilrock.com • EMAIL: attorneys@langrock.com MIDDLEBURY: I I IS. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 • (802) 388-6356 • Fax: (802) 388.6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864-0217 • Fax: (802) 864-0137 A Limited Liability Partnership Inctuding a Professional Corporation May 15, 2017 Page 2 City Council, in an amount sufficient to cover the full cost of the Required Improvements plus a 15% contingency, and their maintenance for a period of two years after completion, as is estimated by the Development Review Board ("DRB") or such City department or officials as the DRB may designate." The Site Plan should also be modified because, perhaps inadvertently, the paved area within the 60 foot strip does not extend completely to the Developer's northerly property line (i.e. there appears to be a wedge shaped area with no paved roadway designated). Sincerely yours, LANGROCK SPERRY & WOOL, LLP S Century Partners L.P. and Thirty Three Mary Street, LLC. cc: Peter'Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney for Snyder -Braverman Development Co., LLC 697593.1 ray From: Andy Rowe <andy@ldengineering.com> Sent: Thursday, April 27, 2017 2:15 PM To: ray Cc: Ken Braverman Subject: RE: 146 Market Street - FBC application Attachments: A6 rev.pdf; Draft sheet 3 - 04-27-17.pdf; first floor 04-27-17.pdf Hi Ray — Thanks for calling this morning. Attached is the revised Market Street elevation which has been revised to address the entrance frequency/spacing requirement. The site plan will also be revised to include a walkway to the porch. In regards to the open space requirement, more than 30 sf has been added to the designated open space hatched on the attached plan (hatched area is now 3035 sf). So that I can update the data shown on the site plan, can you let me know how the required area was calculated? I had figured a total required open space area of 2830 sf (see highlights in prior email). Sounds like this item has now been addressed. The following is a summary of the building gross floor area data: First floor building area = 9793 SF (excludes parking spaces) Parking spaces on first floor level = 1971 SF Parking garage (basement) = 11,873 SF Floors 2-4 GFA = 11638 SF Lastly, attached is a marked up first floor plan. Although the entire first floor consists of non-residential space, some of this space will be primarily utilized by the residents on the upper floors. Some of the space will be used primarily by non-residents and/or the public and will be the basis (in addition to the residential units) for determining the PM peak hour trip ends and corresponding Road Improvement Impact Fee. Would you please let me know if you concur with using the highlighted areas on the attached plan for this purpose? Andy Rowe Lamoureux & Dickinson 802.878.4450 From: Andy Rowe Sent: Wednesday, April 26, 2017 2:49 PM To: Ray Belair (rbelair@sburl.com) <rbelair@sburl.com> Cc: Ken Braverman <kenneth.braverman@gmail.com> Subject: 6 Market Street - FBC application Hi Ray — As discussed, we've worked through most of the items discussed with you and Paul yesterday. Two items we wanted to review before re -submitting are landscaping and open space. Open space Required open space for residential = 2340 SF (based on 39 residential units at 60 SF/unit) Required open space for non-residential = 490 SF (5% x 9793 SF — entire first floor building) The hatched area around the sitting area on the north side of the building is 2935 SF. This does not encompass the entire green space, since the lowest areas receive stormwater runoff. - The porch area is 510 SF Qualifying open space in the T5 includes pocket/mini park and sun terrace. We were hoping that the porch could be considered a sun terrace. However, the sun terrace can only count towards 50% of the open space requirement. We are proposing that the combined required open space be satisfied by the pocket/mini park (that includes the sitting area) located on the north side of the building. This area meets all of the required elements in Appendix F. It is also located directly adjacent to the Mary Street ROW and should be considered in the public realm (in so far as it needs to be part of the public realm to meet the non-residential open space requirement). Landscaping We are proposing that the gap in the landscaping budget be met by 1) constructing enhanced seating walls in the sitting area (within the mini/pocket park), and 2) incorporating seating walls into the retaining wall that runs adjacent to the surface parking spaces. We will need to provide additional information on the location/extent of the seating walls, but wanted to get your thoughts on the initial proposal first. I'd be happy to meet with you to discuss these items, just let me know when is a good time. Andy Rowe Lamoureux & Dickinson 802.878.4450 ray From: Terry Francis Sent: Thursday, May 04, 2017 12:12 PM To: ray Subject: Synder braverman project- Market st Ray: Finished looking over their latest proposal. Generally looks OK. As previously stated, the bldg. will have an automatic fire suppression system including standpipe system, Monitored addressable fire alarm system. As agreed the sit access is challenging for fire apparatus but the property's fire protection systems help compensate for that challenge. The fire alarm remote annunciators will be located at FD access points and the support fire hydrant shall be located not less than 100 feet from the bldg.. fire department connection (FDC). One note on the address of the property> The Judge property to the west is #6 and the Marcotte school to the East/NE is # 10. # 146 Market doesn't fit the linear progression on the street and will be confusing to any mutual aid agency coming into the city. So does Marcotte school address get change to match the 911 addressing criteria? ray From: Justin Rabidoux Sent: Monday, May 01, 2017 10:15 AM To: ray Subject: RE: Mary Street Extension Construction Cost Estimate Ray, The Mary St numbers look appropriate. I have asked Craig Lambert to review the landscaping and will get back to you on that shortly. Justin -----Original Message ----- From: ray Sent: Friday, April 28, 2017 1:37 PM To: Justin Rabidoux <jrabidoux@sburl.com> Subject: Mary Street Extension Construction Cost Estimate Justin, Please review the attached Mary Street Extension Construction Cost Estimate and let me know if you agree with these numbers or not. Also, attached is the landscaping estimate which includes the street trees at the bottom of the sheet. 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. ray From: Justin Rabidoux Sent: Monday, May 01, 2017 10:41 AM To: ray Subject: Fwd: City Center /Market St landscape estimate FYI Begin forwarded message: From: Craig Lambert <clambert@sburl.com> Date: May 1, 2017 at 10:39:12 AM EDT To: Justin Rabidoux <iabidoux@sburl.com> Subject: City Center /Market St landscape estimate Justin, The cost estimates look reasonable. I would not recommend the use of American Sycamore on Mary St. Sycamores become very large trees best suited to large open areas. 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. ray From: Craig Lambert Sent: Wednesday, May 31, 2017 12:42 PM To: Andy Rowe Cc: ray Subject: RE: City Center / 146 Market St Andy, Those substitutions are fine. I may have overlooked this in my previous comments but I would strongly discourage the use of 'Canada Red' Chokecherry. Nearly every place I've seen this used it has been severely infected with black knot disease. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(a)sburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Andy Rowe [mailto:andy@ldengineering.com] Sent: Tuesday, May 30, 2017 12:28 PM To: Craig Lambert <clambert@sburl.com> Cc: ray <ray@sburl.com> Subject: RE: City Center / 146 Market St Hi Craig — Attached is a revised Landscaping Plan for 146 Market Street. As you recommended, we have removed sycamores from along Mary Street. As suggested in your comments for Spear Meadow, we also replaced the Autumn Blaze maple with Celebration maple. The three sycamores previously proposed along Mary Street have been replaced with Celebration maples. Please let us know if you have any comments or questions. I think that Ray will eventually be looking for your OK in regards to your comments dated 5/1/17. Andy Rowe Lamoureux & Dickinson 802.878.4450 From: ray [mailto:ray@sburl.com] Sent: Monday, May 01, 2017 10:52 AM To: Andy Rowe <andy@ldengineering.com> Subject: FW: City Center/Market St landscape estimate 1 ray From: Andy Rowe <andy@ldengineering.com> Sent: Tuesday, May 30, 2017 12:28 PM To: Craig Lambert Cc: ray Subject: RE: City Center / 146 Market St Attachments: SHEET 3 05-30-17.pdf Hi Craig — Attached is a revised Landscaping Plan for 146 Market Street. As you recommended, we have removed sycamores from along Mary Street. As suggested in your comments for Spear Meadow, we also replaced the Autumn Blaze maple with Celebration maple. The three sycamores previously proposed along Mary Street have been replaced with Celebration maples. Please let us know if you have any comments or questions. I think that Ray will eventually be looking for your OK in regards to your comments dated 5/1/17. Andy Rowe Lamoureux & Dickinson 802.878.4450 From: ray [ma iIto: ray@sburl.com] Sent: Monday, May 01, 2017 10:52 AM To: Andy Rowe <andy@ldengineering.com> Subject: FW: City Center /Market St landscape estimate Andy, See below. 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 - Cnder 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 arty person upon request, unless otherwise made confidential by law. Ifyou have received this message in error, please notify its immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Monday, May 01, 2017 10:41 AM To: ray <ray@sburl.com> Subject: Fwd: City Center /Market St landscape estimate FYI Begin forwarded message: From: Craig Lambert <clambert@sburl.com> Date: May 1, 2017 at 10:39:12 AM EDT To: Justin Rabidoux <iabidoux@sburl.com> Subject: City Center /Market St landscape estimate Justin, The cost estimates look reasonable. I would not recommend the use of American Sycamore on Mary St. Sycamores become very large trees best suited to large open areas. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bertd),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. ray From: Andy Rowe <andy@ldengineering.com> Sent: Thursday, April 27, 2017 2:15 PM To: ray Cc: Ken Braverman Subject: RE: 146 Market Street - FBC application Attachments: A6 rev.pdf; Draft sheet 3 - 04-27-17.pdf; first floor 04-27-17.pdf Hi Ray — Thanks for calling this morning. Attached is the revised Market Street elevation which has been revised to address the entrance frequency/spacing requirement. The site plan will also be revised to include a walkway to the porch. In regards to the open space requirement, more than 30 sf has been added to the designated open space hatched on the attached plan (hatched area is now 3035 sf). So that I can update the data shown on the site plan, can you let me know how the required area was calculated? I had figured a total required open space area of 2830 sf (see highlights in prior email). Sounds like this item has now been addressed. The following is a summary of the building gross floor area data: First floor building area = 9793 SF (excludes parking spaces) Parking spaces on first floor level = 1971 SF Parking garage (basement) = 11,873 SF Floors 2-4 GFA = 11638 SF Lastly, attached is a marked up first floor plan. Although the entire first floor consists of non-residential space, some of this space will be primarily utilized by the residents on the upper floors. Some of the space will be used primarily by non-residents and/or the public and will be the basis (in addition to the residential units) for determining the PM peak hour trip ends and corresponding Road Improvement Impact Fee. Would you please let me know if you concur with using the highlighted areas on the attached plan for this purpose? Andy Rowe Lamoureux & Dickinson 802.878.4450 From: Andy Rowe Sent: Wednesday, April 26, 2017 2:49 PM To: Ray Belair (rbelair@sburl.com) <rbelair@sburl.com> Cc: Ken Braverman <kenneth.braverman@gmail.com> Subject: 6 Market Street - FBC application Hi Ray — As discussed, we've worked through most of the items discussed with you and Paul yesterday. Two items we wanted to review before re -submitting are landscaping and open space. Open space Required open space for residential = 2340 SF (based on 39 residential units at 60 SF/unit) Required open space for non-residential = 490 SF (5% x 9793 SF — entire first floor building) ray From: Andy Rowe <andy@ldengineering.com> Sent: Thursday, April 27, 2017 2:21 PM To: ray Cc: Ken Braverman Subject: RE: 146 Market Street - FBC application Hi Ray — Sorry — I was just checking my notes from this morning. I forgot to include the porch area of 510 SF. I've update the list in the prior email too. Andy Rowe Lamoureux & Dickinson 802.878.4450 From: Andy Rowe Sent: Thursday, April 27, 2017 2:15 PM To: Ray Belair (rbelair@sburl.com) <rbelair@sburl.com> Cc: Ken Braverman <kenneth.braverman@gmail.com> Subject: RE: 146 Market Street - FBC application Hi Ray — Thanks for calling this morning. Attached is the revised Market Street elevation which has been revised to address the entrance frequency/spacing requirement. The site plan will also be revised to include a walkway to the porch. In regards to the open space requirement, more than 30 sf has been added to the designated open space hatched on the attached plan (hatched area is now 3035 sf). So that I can update the data shown on the site plan, can you let me know how the required area was calculated? I had figured a total required open space area of 2830 sf (see highlights in prior email). Sounds like this item has now been addressed. The following is a summary of the building gross floor area data: First floor building area = 9793 SF (excludes parking spaces, includes porch) Porch = 510 SF Parking spaces on first floor level = 1971 SF Parking garage (basement) = 11,873 SF Floors 2-4 GFA = 11638 SF Lastly, attached is a marked up first floor plan. Although the entire first floor consists of non-residential space, some of this space will be primarily utilized by the residents on the upper floors. Some of the space will be used primarily by non-residents and/or the public and will be the basis (in addition to the residential units) for determining the PM peak hour trip ends and corresponding Road Improvement Impact Fee. Would you please let me know if you concur with using the highlighted areas on the attached plan for this purpose? Andy Rowe Lamoureux & Dickinson 802.878.4450 1 , r� Day P_ 7X1eelef Assistant Stormw-ater Superintendent Department of Pubk Wo6-; City=° of South Burlington (802) 65 - 7 961 Eat- 6113 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 uus immediately by return email. Thank you for your cooperation. From: Dave Wheeler Sent: Tuesday, May 23, 2017 3:16 PM To: Paul Conner <pconner@sburl.com>; Doug Brent <dbrent@sburl.com>; Terry Francis <tfrancis@sburl.com>; Justin Rabidoux <jrabidoux@sburl.com> Cc: ray <ray@sburl.com> Subject: RE: Market Street (Catherdral Square) building comments Paul, We will return comments tomorrow. Dave WIN t David WheekT :assistant Stofnawater Superintendent Departmentof Public. Work-s- City of South Burlington (802) 6 8-7961 Ext- 6113 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: Paul Conner Sent: Tuesday, May 23, 2017 11:54 AM To: Doug Brent <dbrent@sburl.com>; Terry Francis <tfrancis@sburl.com>; Justin Rabidoux <jabidoux@sburl.com>; Dave Wheeler <dwheeler@sburl.com> Cc: ray <rav@sburl.com> Subject: Market Street (Catherdral Square) building comments Hi guys — Just checking in on your reviews of the 146 Market Street (Cathedral Square) building. We've received comments on the Mary Street layout, but not the site plan yet. Looking for any comments from Fire, Stormwater, Arborist, or Public Works. Under the FBC, the application is NOT COMPLETE until we receive those comments. If you can please have them to us by the end of this week. If that can't be done, please let me know. Paul ray From: Dave Wheeler Sent: Wednesday, May 24, 2017 3:00 PM To: Paul Conner; Doug Brent; Terry Francis; Justin Rabidoux Cc: ray Subject: RE: Market Street (Catherdral Square) building comments Paul, The Stormwater Section has reviewed the "City Center - Lot A" site plan prepared by Lamoureaux & Dickinson, dated 1/6/17 and last updated on 4/7/17. We would like to offer the following comments: 1. This project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). 2. If the project proposes to create greater than 1 acre of impervious area and disturb greater than 1 acre of land, it will require a stormwater permit and construction permit from the Vermont DEC Stormwater Division. 3. As the project proposes to create more than one-half acre or more of impervious surface, the project is subject to the requirements of section 12.03 of the LDRs. 4. The applicant should confirm that requirements in Section 12.03(C)(1) are met and that the Water Quality Volume is infiltrated using Low Impact Development (LID). 5. As indicated in the VSMM §2.7.5, Most open channel systems can meet recharge and water quality treatment goals, but are not appropriate for CPv or Qp. The applicant should confirm that requirements in Section 12.03(C)(2) of the City's LDRs are met and that peak runoff rates are not increased during the 1 year storm event. 6. The applicant is required to submit the additional information outlined in Section 12.03(D), so that compliance with the City's Stormwater Management Standards can be evaluated. 7. Pretreatment should be provided for all non -rooftop runoff. 8. In accordance with the VSMM §2.7.5.8, open channels shall be designed to safely convey the 10-year storm with a minimum of 6 inches of freeboard. It is requested that the applicant provide information on the water levels in the proposed grass channels during the 10-year storm to ensure flooding of units does not occurs. 9. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. 10. The applicant appears to be connecting into a proposed catch basin that has not been constructed yet. Please provide a narrative on the timing of these projects. 11. The applicant should provide an analysis, including hydraulic modeling, of the additional water being sent to the existing and proposed drainage system on Market Street to confirm adequate capacity up to the 25 year 24 hour storm event, including groundwater being pumped into the dry swale. 12. A note on Sheet 1 identifies a "Building footprint of future phase to meet build to requirements along Mary Street." This building footprint is located within the proposed Dry Swale #1. How does the applicant plan on treating stormwater runoff in this future build out phase? 13. 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. Regards, Dave Andy Rowe From: Andy Rowe Sent: Friday, June 02, 2017 7:49 AM To: 'Craig Lambert' Subject: RE: City Center / 146 Market St Hi Craig — Attached is an updated plan for your file (Chokeberry eliminated) Andy Rowe Lamoureux & Dickinson 802.878.4450 From: Craig Lambert [mailto:clambert@sburl.com] Sent: Thursday, June 01, 2017 6:31 AM To: Andy Rowe <andy@ldengineering.com> Subject: RE: City Center / 146 Market St That works fine. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clambertCc)-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 imrnedicately by return email Thank you for your cooperation. From: Andy Rowe [mailto:andy@ldengineering.com] Sent: Wednesday, May 31, 2017 4:13 PM To: Craig Lambert <clambert@sburl.com> Subject: RE: City Center / 146 Market St We can replace the Chokecherry with the Thornless Cockspur Hawthorn. If this is OK, we'll include it on the final plans to Ray. Andy Rowe Lamoureux & Dickinson 802.878.4450 From: Craig Lambert [maiito:clambert@sburl.com] Sent: Wednesday, May 31, 2017 12:42 PM To: Andy Rowe <andy@ldengineering.com> 1 Cc: ray <rav@sburl.com> Subject: RE: City Center / 146 Market St Andy, Those substitutions are fine. I may have overlooked this in my previous comments but I would strongly discourage the use of 'Canada Red' Chokecherry. Nearly every place I've seen this used it has been severely infected with black knot disease. 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 gfficial 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: Andy Rowe [mailto:andy@ldengineering.com] Sent: Tuesday, May 30, 2017 12:28 PM To: Craig Lambert <clambert@sburl.com> Cc: ray <rav@sburl.com> Subject: RE: City Center / 146 Market St Hi Craig — Attached is a revised Landscaping Plan for 146 Market Street. As you recommended, we have removed sycamores from along Mary Street. As suggested in your comments for Spear Meadow, we also replaced the Autumn Blaze maple with Celebration maple. The three sycamores previously proposed along Mary Street have been replaced with Celebration maples. Please let us know if you have any comments or questions. I think that Ray will eventually be looking for your OK in regards to your comments dated 5/1/17. Andy Rowe Lamoureux & Dickinson 802.878.4450 From: ray [mailto:ray sburl.com] Sent: Monday, May 01, 2017 10:52 AM To: Andy Rowe <andv@ldengineering.com> Subject: FW: City Center /Market St landscape estimate Andy, See below. Ray Belair Administrative Officer City of So. Burlington 2 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Pict, 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. T hank you for your cooperation. From: Justin Rabidoux Sent: Monday, May 01, 2017 10:41 AM To: ray <ray@sburl.com> Subject: Fwd: City Center /Market St landscape estimate FYI Begin forwarded message: From: Craig Lambert <clambert@sburl.com> Date: May 1, 2017 at 10:39:12 AM EDT To: Justin Rabidoux <iabidoux@sburl.com> Subject: City Center /Market St landscape estimate Justin, The cost estimates look reasonable. I would not recommend the use of American Sycamore on Mary St. Sycamores become very large trees best suited to large open areas. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(o)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. 3 Andy Rowe From: Dave Wheeler <dwheeler@sburl.com> Sent: Friday, June 02, 2017 8:00 AM To: Andy Rowe Subject: RE: Market Street (Catherdral Square) building comments Andy, Ok, I assume you will have to run it by the State again, as you noted you had a draft permit. I will send my final comments to Paul shortly. Dave . -.�'P. Wheeler :4ss stant Stonrnwater Superintendent kepartment of Pubk Works City of South Burlington (902) 658--,a961 Bxt_ 6113 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 bylaw, If you have received this message in error, please notify us immediately by retoi n email. Thank you for your cooperation. From: Andy Rowe [mailto:andy@ldengineering.com] Sent: Thursday, June 01, 2017 5:56 PM To: Dave Wheeler <dwheeler@sburl.com> Subject: RE: Market Street (Catherdral Square) building comments Hi Dave — couldn't make the catchbasin sump work — not enough vertical difference between the bottom of the dry swale and the edge of pavement. I did add a stone sump at the inlet end of the dry swale to provide pretreatment. See attached sheet 2. Andy Rowe Lamoureux & Dickinson 802.878.4450 From: Andy Rowe Sent: Tuesday, May 30, 2017 2:30 PM To: Dave Wheeler <dwheeler@sburl.com> Cc: Ken Braverman <kenneth.braverman@gmail.com>; ray <ray@sburl.com> Subject: RE: Market Street (Catherdral Square) building comments Hi Dave — Please see the attached letter (& atachments) in reply to your comments on City Center— Lot A (146 Market Street). Let me know if you have any questions. Andy Rowe Lamoureux & Dickinson 802.878.4450 Begin forwarded message: From: Paul Conner <pconner@sburl.com> Date: May 24, 2017 at 3:10:51 PM EDT To: Ken Braverman <kenneth.braverman@gmail.com>, "Chris Snyder (csnyder@snyderhomesvt.com)" <csnVder snyderhomesvt.com> Cc: ray <rav@sburl.com> Subject: FW: Market Street (Catherdral Square) building comments Hi Ken & Chris — See below regarding the Market Street project. Where Dave writes "DRB", that would be the Administrative Officer in the FBC area. From: Dave Wheeler Sent: Wednesday, May 24, 2017 3:00 PM To: Paul Conner; Doug Brent; Terry Francis; Justin Rabidoux Cc: ray Subject: RE: Market Street (Catherdral Square) building comments Paul, The Stormwater Section has reviewed the "City Center - Lot A" site plan prepared by Lamoureaux & Dickinson, dated 1/6/17 and last updated on 4/7/17. We would like to offer the following comments: 1. This project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). 2. If the project proposes to create greater than 1 acre of impervious area and disturb greater than 1 acre of land, it will require a stormwater permit and construction permit from the Vermont DEC Stormwater Division. 3. As the project proposes to create more than one-half acre or more of impervious surface, the project is subject to the requirements of section 12.03 of the LDRs. 4. The applicant should confirm that requirements in Section 12.03(C)(1) are met and that the Water Quality Volume is infiltrated using Low Impact Development (LID). 2 5. As indicated in the VSMM §2.7.5, Most open channel systems can meet recharge and water quality treatment goals, but are not appropriate for CPv or Qp. The applicant should confirm that requirements in Section 12.03(C)(2) of the City's LDRs are met and that peak runoff rates are not increased during the 1 year storm event. 6. The applicant is required to submit the additional information outlined in Section 12.03(D), so that compliance with the City's Stormwater Management Standards can be evaluated. 7. Pretreatment should be provided for all non -rooftop runoff. 8. In accordance with the VSMM §2.7.5.13, open channels shall be designed to safely convey the 10-year storm with a minimum of 6 inches of freeboard. It is requested that the applicant provide information on the water levels in the proposed grass channels during the 10-year storm to ensure flooding of units does not occurs. 9. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. 10. The applicant appears to be connecting into a proposed catch basin that has not been constructed yet. Please provide a narrative on the timing of these projects. 11. The applicant should provide an analysis, including hydraulic modeling, of the additional water being sent to the existing and proposed drainage system on Market Street to confirm adequate capacity up to the 25 year 24 hour storm event, including groundwater being pumped into the dry swale. 12. A note on Sheet 1 identifies a "Building footprint of future phase to meet build to requirements along Mary Street." This building footprint is located within the proposed Dry Swale #1. How does the applicant plan on treating stormwater runoff in this future build out phase? 13. 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. Regards, Dave Dai-id P. Wheeler Assistant Stormwater Superintendent Department of'Pabhc Arc rk-3 City cif' South Bufliagton (802)658-7961 E.xt.6113 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: Dave Wheeler Sent: Tuesday, May 23, 2017 3:16 PM To: Paul Conner <pconner@sburl.com>; Doug Brent <dbrent@sburl.com>; Terry Francis <tfrancis@sburl.com>; Justin Rabidoux <iabidoux@sburl.com> Cc: ray <ray@sburl.com> Subject: RE: Market Street (Catherdral Square) building comments We will return comments tomorrow. Dave Dart -id P. b'47heeler resistant Stormwater Superintendent Depat-tment Pubhc Works C itS of South )Burlington (9 2)658-7961 Ext.6113 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 rnay 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: Paul Conner Sent: Tuesday, May 23, 2017 11:54 AM To: Doug Brent <dbrent@sburl.com>; Terry Francis <tfrancis@sburl.com>; Justin Rabidoux <iabidoux@sburl.com>; Dave Wheeler <dwheeler@sburl.com> Cc: ray <rav@sburl.com> Subject: Market Street (Catherdral Square) building comments Hi guys — Just checking in on your reviews of the 146 Market Street (Cathedral Square) building. We've received comments on the Mary Street layout, but not the site plan yet. Looking for any comments from Fire, Stormwater, Arborist, or Public Works. Under the FBC, the application is NOT COMPLETE until we receive those comments. If you can please have them to us by the end of this week. If that can't be done, please let me know. Paul Paul Conner, AICP, MCIP Director of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 www.sburl.com Lamoureux Ft Dickinson Engineers Surveyors April 14, 2017 Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 054503' RE: Application for Site Plan Review City Center FBC District 6 Market Street Dear Ray: Planners Wetland & Soil Scientists We are writing on behalf of The Snyder -Braverman Development Company, LLC in regards to the Site Plan review for the proposed mixed use building at 6 Market Street. Following submittal of the initial application for this project in January, we met with you to review the plans and applicable requirements of the T5 district. In addition, the subdivision that created the project parcel (Lot A) and the right of way for the extension of Mary Street was approved by the Development Review Board on March 21, 2017. The enclosed plans have been modified as a result of our meeting with you, as well as the proposed extension of Mary Street. We are available to meet with you again to review the application and latest plans. Please contact me with any questions. Sincere Andrew Rowe c: Chris Snyder Ken Braverman PA2015\15143 City Center\Cathedral Square\City\Wetland ImpactNisc applic cover letter.doc 14 Morse Drive, Essex, VT 05452 802.878.4450 ♦ Innovative Solutions ♦ Quality Service www.LDengineering.com Lamoureux Et Uickinson Engineers Surveyors Planners Wetland & Soil Scientists April 12, 2017 Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 054503 1ff� 1X /Ella 6 Market Street Dear Ray: We are writing on behalf of The Snyder -Braverman Development Company, LLC regarding approval of Preliminary & Final Plat application #SD-17-03 involving 6 Market Street. The Development Review Board's approval of this application is dated March 22, 2017. Enclosed are the following for your review: - Mylar for recording - 3 full size & 1 reduced paper copies - Draft legal documents related to the extension of Mary Street: • Report on title • Irrevocable offer of dedication • Warranty deed • Property transfer tax return - PDF of property plat (to be emailed) - Digital plat (to be emailed) - Check for $75 ($15 for mylar + $60 digital plat fee) Please contact our office with any questions. Sincer Andrew Rowe P.E. c: Ken Braverman Chris Snyder PA2015\15143 City Center\Cathedral Square\City\Subdivision\Preliminary-Final\cover letter.doc 14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service p-J 11, 2017 City of South Burlington 575 Dorset Street South Burlington, 05403 Report on Title to Real Property Ladies and Gentlemen: This is to certify that we have examined the records identified below and made certain inquiries as described below with respect to the record title to the real property known as being located at Mary Street Extension, South Burlington, Vermont and described on Exhibit A attached hereto (the "Pro a ") in preparing this Report on Title to Real Property (this "Report"). The examination was conducted at the request of City of South Burlington as a condition to the South Burlington Development Review Board (the "Board") approval of final plat application #SD-17-03 for the subdivision of a 5.15 acres of land located northeast of Market Street in South Burlington, Vermont into three (3) lots, one of which is the Property. In preparing this Report we have: 1. Examined the land records which are maintained by the City of South Burlington as indexed in the General Index as required by 24 V.S.A. §§ 1153-1154, 1161 and 1163 and as made available to the public (the "Land Records") with respect to the chain of title to and encumbrances on the Property. 2. Made inquiry of the Zoning Enforcement Officer of the City of South Burlington (the "Zoning Administrator") and reviewed the contents of the files provided to us by the Zoning Administrator in response to our inquiry with respect to the Property (the "Municipal Records"), but only with respect to the following limited matters which may be disclosed in the Municipal Records ("Municipal Zoning Matters"): (a) The dates of the adoption of zoning ordinances applicable to the Property. (b) The requirement, if any, that a zoning permit, building permit, or certificate of occupancy be issued under the zoning ordinances which were disclosed to us pursuant to such inquiry with respect to the Property. (c) Whether any notices of violation with respect to the Property had been issued and were not resolved on the date of our inquiry. City of South Burlington April 11, 2017 Page 2 3. Reviewed the Land Records for evidence during the Period of the Search that the Property was a part of a "subdivision," as that term is defined in §5-902 of the Vermont Health Regulations or in Section 3.02 of the Environmental Protection Rules or as defined in 10 V.S.A. Chap. 64 and the regulations adopted pursuant to such statute, which required the issuance of a State Subdivision Permit and/or was required to have a Public Building Permit or Water Supply and Wastewater Disposal Permit on account of construction of improvements on the Property during the period when such regulatory schemes were in effect. Upon discovery of evidence that one or more of such permits were required, we have made inquiry of and, to the extent available, examined the records as indexed in the office of the Regional Engineer, Agency of Natural Resources Essex Junction Regional Office or applicable municipal records in the event of a delegation of authority to the municipality (the "Regional Engineers' Records") with respect to the following limited matters affecting the Property: (a) Whether the Property is now or was required to have a State Subdivision Permit under the former regulations adopted pursuant to 18 V.S.A. § 1218 (repealed 2002) (the "State Subdivision Regulations"). (b) Whether the Property is now or was required to have a Public Building Permit under the former regulations adopted pursuant to 18 V.S.A. § 1302 and § 1305 (repealed 1987) (the "Public Building Regulations"). (c) Whether the Property is now or was required to have a Water Supply and Wastewater Disposal Permit under the former regulations adopted pursuant to 10 V.S.A. Chap. 61 (repealed 2002) (the "Water Supply and Wastewater Regulations"). (d) Whether the property is now or was required to have a Potable Water Supply and Wastewater System Permit under the regulations adopted pursuant to 10 V.S.A. Chap. 64 (adopted 2002) (the "Potable Water Supply and Wastewater System Regulations"). (e) If a permit was required under any of the foregoing, then whether such permit was issued and, if issued, whether the terms of the permit required written certifications or other documents to be filed with the Regional Engineers' office or the municipality. (f) Whether there are notices of violations in the Regional Engineers' Records. 4. Reviewed the Land Records and the files maintained by the District Environmental Office (the "District Environmental Office File") for evidence during the Period of the Search that the Property is a part of a "development," as that term is defined in 10 V.S.A. § 6001(3), or a "subdivision," as that term is defined in 10 V.S.A. §6001(19), subject to the limitation expressed below with respect to development activities outside the boundaries of the town or city where the Land Records are maintained and development N City of South Burlington April 11, 2017 Page 3 activities by any "person," as that term is defined in 10 V.S.A. § 6001(14), other than the specific persons whose names appear in the chain of title after 1968, with respect to the following limited matters: (a) Whether the Property is now or was required to have a permit pursuant to 10 V.S.A. Chap. 151 (State Land Use and Development Law) ("Act 25011). (b) If an Act 250 permit was required, whether such Act 250 permit was issued. (c) If an Act 250 permit was issued, whether the terms of the permit required written certifications or other documents to be filed with the District Commission. (d) Whether there are notices of violations in the District Environmental Office File. In preparing this Report we have assumed that the information provided to us by each person of whom we made inquiry was correct and complete at the time it was given to us and did not omit any matter of which such person knew or should have known about from information in the records in such person's control at the time of our inquiry. We have not conducted any separate inspection of the Property nor any review of any records other than the records identified in this Report. This Report is addressed solely to matters affecting record title to the Property. In providing it, we have assumed that at the time of our examination of title, all documents theretofore delivered to the municipal clerk had been correctly and completely indexed, and that all oral statements made to us by governmental officials with respect to the status and content of public records were correct and complete. We also have assumed, without independent verification, the genuineness of all signatures, the due authorization of all recorded documents and instruments affecting record title to the Property, and the enforceability of all such documents and instruments in accordance with their terms. Based upon the foregoing, and in reliance thereon, and subject to the exceptions and limitations set forth below, we hereby report the following: 1. Owners of Record. Marketable title to the Property under Subchapter 7 of Chapter 5 of Title 27 of the Vermont Statutes Annotated, subject only to the mortgages, encumbrances, permits and liens described below is vested in South Burlington City Center, LLC. The Property is a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. Being a strip of land for roadway purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, } } City of South Burlington April 11, 2017 Page 4 Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in the City of South Burlington Land Records (the "Plat"). 2. Encumbrances Disclosed by the Land Records. The Property is not subject to encumbrances or liens of record in the Land Records during the Period of the Search (as defined below), except as follows: (a) Utility easement granted by South Burlington Realty Corporation to Green Mountain Power Corporation by Deed dated June 22, 1984 and recorded in Volume 207 at Page 510 of the City of South Burlington Land Records. (b) Corporate Way Development Agreement between Randall G. Munson d/b/a South Burlington Realty Company and the City of South Burlington dated July 26, 1989 and recorded in Volume 281 at Page 550 of the City of South Burlington Land Records. This Agreement terminated on July 1, 1999. (c) Irrevocable Offer of Dedication from South Burlington Realty Corp. to the City of South Burlington dated November 17, 1981 and recorded in Volume 176 at Page 494 of the City of South Burlington land Records, being Parcel 1 depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Site Plan," prepared by Webster -Martin, Inc. dated September 1981 and recorded in Map Volume 173 at Page 44 (Map Slide 154) of the City of South Burlington Land Records. (d) Covenant set forth in the Warranty Deed of Ver-Mada, Inc. to South Burlington Realty Corporation dated February 13, 1976 and recorded in Volume 126 at Page 337 of the City of South Burlington Land Records that no hotel, inn or motel can be constructed on the property identified as Parcel B on a plan entitled: "Land to be Purchased From the McKenzie Estate by the Ver-Mada Corp" recorded in Map Volume 80 at Page 99 (Map Slide 91.1) of the City of South Burlington Land Records (the Property being a portion of Parcel B). (e) All matters depicted on the Corporate Way Plan and all matters depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Property Plat," prepared by Webster -Martin, Inc. dated September 1981, last revised May 27, 1992 and recorded in Map Volume 286 at Page 39 (Map Slide 248.1) of the City of South Burlington Land Records. (f) Rights of the public and others legally entitled to any portion of the Property lying within the boundaries of a stream, watercourse or protected wetland. (g) Rights of the public and others legally entitled thereto in any portion of the Property lying within the boundaries of a public road, way, street or alley. N 11 City of South Burlington April 11, 2017 Page 5 (h) State and municipal permits and/or approvals set forth below in Paragraph 3. 3. Permit Matters. Our research disclosed the following matters: (a) Municipal Zoning Matters. We were advised by the Zoning Administrator that the City adopted its zoning regulations in 1947 and its subdivision regulations in 1963. As a result of our inquiry to the Zoning Administrator regarding permits issued by the Municipality with respect to the Property, the Zoning Administrator provided the following: (i) City of South Burlington Planning Commission approved on November 17, 1981 the construction of the roadways depicted on the Corporate Way Plan. In compliance with Conditions #3 and #6 and of this approval, Randall G. Munson d/b/a South Burlington Realty Company entered into the Corporate Way Development Agreement with the City of South Burlington dated July 26, 1989 and recorded in Volume 281 at Page 550 of the City of South Burlington Land Records as to the construction of Corporate Way. This agreement further provided that South Burlington Realty Company would grant the City of South Burlington an easement 30' in width across the Property for access to the Marcotte Central School, the easement to terminate upon the acceptance by the City of South Burlington of a public roadway providing access to the school property. However, Condition #7 of the Agreement provided that the Agreement terminated in its entirety on July 1, 1999. (ii) City of South Burlington Planning Commission approved on August 16, 1983 the creation of a 2 acre parcel for China Lite located off of the southwesterly boundary of Corporate Way as depicted on a plan entitled: "Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Site Plan," prepared by Webster -Martin, Inc. dated September 1981 last revised on August 10, 1983 and recorded in Map Volume 197 at Page 8 (Map Slide 166, Page 3) of the City of South Burlington Land Records (the "Revised Corporate Way Plan"). (iii) City of South Burlington Planning Commission approved on March 3, 1992 the construction of a 49,000 square foot office building on the southwesterly boundary of Corporate Way as depicted on a plan entitled: Corporate Circle, South Burlington, Vermont, South Burlington Realty Corp., Property Plat," prepared by Webster -Martin, Inc. dated September 1981, last revised May 27, 1992 and recorded in Map Volume 286 at Page 39 (Map Slide 248, Page 1) of the City of South Burlington Land Records. The building was never constructed and the approval has expired. City of South Burlington April 11, 2017 Page 6 We note that any future improvements and alterations to the Property will be subject to the City's zoning regulations. We have not performed a zoning analysis for any future development proposal in connection with this purchase and express no opinion as to whether such permits would be issued or the terms and conditions that may be imposed. We have not requested as of the date of this Report a written certification from the Zoning Administrator that the Property is not presently in violation of the Zoning Ordinances of the City of South Burlington. However, the Zoning Administrator confirmed verbally on 2ELM5 that he is not aware of any zoning violations. The above description of the Municipal Zoning Matters is for informational purposes only. We direct your attention to the provisions of Act 46 adopted by the Vermont Legislature in May, 1999 and amended in April, 2000 (the "Act") which provides in pertinent part that the failure to obtain or comply with a municipal land use permit (which term is defined in the Act) does not create an encumbrance on title and does not affect the marketability of title to the Property. See 27 V.S.A. § 612(b). In addition, an enforcement action for the failure to obtain a permit or for a violation of a permit condition that occurred more than 15 more years ago is barred by the applicable statute of limitations created under the Act. It is important to note, however, that the failure to obtain a permit or comply with the terms of a permit is still a violation of the applicable municipal ordinances which are enforceable by legal proceedings (except as covered by the statute of limitations set forth above) and may result in the imposition of fines up to One Hundred Dollars ($100.00) for each violation for each day of the continuing violation. In the event the Property is to be sold, it is likely that a purchase and sale contract will include a provision requiring that the Property be in compliance with municipal and state ordinances, laws, rules and regulations regarding the use and occupancy of the Property. If the Property does not then comply with such ordinances, laws, rules and regulations, the proposed sale may be delayed or may fail to close. (b) State Subdivision Matters/Wastewater System and Potable Water Supply Matters. (i) Certification of Compliance No. 4CO503 was issued on January 12, 1982 for the construction of approximately 3,100 feet of road and a second road of 500 feet to a cul-de-sac. (ii) Certification of Compliance Amendment No. 4CO503-2 was issued on September 19, 1983 for the creation of the 2 acre lot as depicted on the Revised Corporate Way Plan. City of South Burlington April 11, 2017 Page 7 As the Property is vacant land, it will be conveyed subject to Notice of Permit Requirements are required under Section 1-304(2)(A)(i) of the Environmental Protection Rules as an unimproved lot. We note that legislation passed on June 13, 2002 (S.27) and on May 18, 2007 (H.296) together with revised Environmental Protection Rules effective on September 29, 2007 modify the State Subdivision Regulations and phases out some prior exemptions. As such, any modifications to the boundary lines for the Property, the structure on the Property, the water and/or sewer demands for the Property or the failure of the wastewater or water systems may require amendments to the Wastewater System and Potable Water Supply System Permit. We express no opinion as to the capacity of the soils on the Property to accommodate a new wastewater system, the adequacy of future water systems or whether a Wastewater System and Potable Water Supply Permit would be issued in the future, and recommend that you consult with a professional engineer to properly evaluate these issues. (c) Department of Public Safety, Fire & Safety Division. Vacant parcels of land are not subject to the jurisdiction of the Department of Public Safety. (d) Stormwater. The Property is a vacant parcel of land and therefore a stormwater discharge permit has not been required. We have not made any investigation as to whether improvements, existing or proposed to be constructed, require stormwater discharge permits as any such investigation requires knowledge and skill that is outside of the legal profession. No opinion is given as to whether stormwater discharge permits or authorizations are needed for the Property. Consideration should be given to retaining an engineer or other qualified professional to determine whether stormwater discharge permits or authorizations are required for the Property. (e) Act 250 Jurisdiction Matters. (i) State of Vermont Land Use Permit No. 4CO503 dated April 19, 1982 and recorded in Volume 181 at Page 145 of the City of South Burlington Land Records approved the construction of 3,600 feet of roadway with related utilities for a planned commercial development. The permit approved maximum impacts of a cumulative total of 100,000 gross square feet of office or research and development space or 50,000 square feet of retail commercial space, 500 parking spaces, 50,000 total gallons per day of sewage flows and 50,000 gallons per day of water usage. Construction of the roads and utilities to be completed by November 1, 1982. City of South Burlington April 11, 2017 Page 8 (ii) State of Vermont Land Use Permit Amendment No. 4C0503-1 dated March 11, 1983 approved the extension of the completion of the roadway to November 1, 1985. (iii) State of Vermont Land Use Permit Amendment No. 4C0503-2 dated October 7, 1983 and recorded in Volume 191 at Page 349 of the City of South Burlington Land Records approved the site and foundation work for the China Lite restaurant with 131 vehicles, 1,600 feet of roadway and 500 foot access drive. (iv) State of Vermont Land Use Permit Amendment No. 4C0503-3 dated March 28, 1986 and recorded in Volume 215 at Page 65 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1987. (v) State of Vermont Land Use Permit Amendment No. 4C0503-5 dated March 22, 1988 and recorded in Volume 259 at Page 471 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1989. (vi) State of Vermont Land Use Permit Amendment No. 4C0503-6 dated February 11, 1992 and recorded in Volume 318 at Page 49 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1993. (vii) State of Vermont Land Use Permit Amendment No. 4C0503-7 dated November 9, 1993 and recorded in Volume 353 at Page 660 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 1996. (viii) State of Vermont Land Use Permit Amendment No. 4C0503-8 dated December 13, 1996 approved the extension of the completion of the roadway to November 1, 1998. (ix) State of Vermont Land Use Permit Amendment No. 4C0503-9 dated February 3, 2000 approved the extension of the completion of the roadway to November 1, 2001. (x) State of Vermont Land Use Permit Amendment No. 4C0503-10 dated January 9, 2002 and recorded in Volume 535 at Page 500 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2004. (xi) State of Vermont Land Use Permit Amendment No. 4C0503-11 dated November 2, 2004 and recorded in Volume 687 at Page 557 of the City City of South Burlington April 11, 2017 Page 9 of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2007 for the roadway base at the eastern end of Market Street and final paving of Market Street. Construction of cross streets are subject to full review and approval under all ten criteria of Act 250. (xii) State of Vermont Land Use Permit Amendment No. 4CO503-12 dated November 6, 2007 and recorded in Volume 800 at Page 487 of the City of South Burlington Land Records approved the extension of the completion of the roadway to November 1, 2010. (xiii) State of Vermont Land Use Permit Amendment No. 4CO503-13 dated May 21, 2015 and recorded in Volume at Page _ of the City of South Burlington Land Records approved the replacement of the existing 48" corrugated metal pipe culvert under Market Street. As the Property is subject to Act 250 jurisdiction by virtue of the above permits, any future improvements on the Property will also be subject to jurisdiction. See In re Russin, 162 Vt. 185, 643 A.2d 1209 (1994) (once jurisdiction attaches, subsequent modifications of the project will not be effective to remove jurisdiction). As such, the construction of improvements on the Property may require an Act 250 Permit Amendment (i.e., if a determination is made that the improvements will be classified as either a substantial or material change to the permitted project). See Environmental Board Rule 34(A) ("[a]n amendment shall be required for any material or substantial change in a permitted project"). A substantial change is defined as "any change in a development or subdivision which may result in significant impact with respect to any of the criteria specified in 10 V.S.A. § 6086(a)(1) through (a)(10)." See Environmental Board Rule 2(G). A material change is defined as "[a]ny alteration to a project which has a significant impact on any finding, conclusion, term or condition of the project's permit and which affects one or more values sought to be protected by the Act." See Environmental Board Rule 2(P). No notices of violations appeared of record during the Period of the Search. Peter Keibel, District 4 Coordinator, confirmed on 2015 there are no ongoing investigations or violations. WE HAVE NO INFORMATION REGARDING POSSIBLE ALTERATIONS TO THE PROPERTY AFTER THE INITIAL CONSTRUCTION THEREOF OTHER THAN AS SPECIFICALLY IDENTIFIED HEREIN AND WE STATE NO OPINION AND MAKE NO CERTIFICATION WITH RESPECT TO WHETHER ALTERATIONS MADE AFTER THE DATE OF INITIAL CONSTRUCTION REQUIRED SEPARATE OR ADDITIONAL PERMITS. City of South Burlington April 11, 2017 Page 10 DISCLAIMER: Except to the extent specifically identified above, the undersigned has not undertaken any investigation whatsoever with respect to whether the Property and each component thereof as originally constructed or subsequently modified, with or without permits, was in compliance with or continues to be in compliance with the provisions of the permits identified above or the applicable laws, rules, and regulations, ordinance and orders. The permits identified above include numerous findings of fact, conclusions of law, exhibits, plans and other documents related to and referenced in the permits and the permits contain technical requirements to be satisfied prior to, during and after construction, many of such matters can only be determined by a physical inspection of the Property. The undersigned did not conduct such a physical inspection, nor is such inspection part of the title examiner's obligation. A full review of all those matters requires knowledge and skills in engineering, architecture and other professions outside of the legal profession. The undersigned states no opinion and makes no report or certification with respect to such matters. If you require additional information regarding the permits, or the status of the Property regarding compliance with the permits, you should contact the undersigned or your own counsel to discuss additional procedures and investigations which may be available at extra cost. 4. Other Matters. (a) No opinion is made as to the existence of any so-called ancient roads which may traverse the Property and could give rise to claims by the public for access over and upon such roadways. Determining the existence of ancient roads would require additional research beyond the Period of the Search and the services of other professionals. Please advise the undersigned if you wish to authorize such additional work. In addition, we direct your attention to the following: Taxes for the year July 1, 2014 through June 30, 2015 in the total amount of $48,309.54 are paid in full. There are no delinquent taxes of record. 2. The Property is vacant land and therefore the Owner has not filed a Homestead Declaration for the Property. Our examination of the Land Records covered the period from November 13, 1968 through June 24, 2015 at 8:00 in the forenoon (the "Period of the Search"). In preparing this Report, we have not examined or inquired into nor do we state any opinion or make any certification regarding the following, except to the extent specifically addressed above: Taxes or assessments against the Property, if any, currently or hereafter assessed (none of which are delinquent on the date hereof, unless noted above). Any instrument recorded prior or subsequent to the period of examination specified in this Report. 11 City of South Burlington April 11, 2017 Page 11 3. The application or effect of any laws, ordinances, bylaws, rules, regulations or plans of the United States, the State of Vermont or any subdivisions, agencies or departments thereof relating to zoning or environmental matters; or whether the Property contains or is located within an area designated as a federal flood hazard zone, a wetland, or public waters. 4. Matters which would be disclosed by a physical examination, environmental audit, or an accurate survey of the Property, including in particular public highway easements, easements appurtenant to adjacent lands arising from any subdivision of lands without provision for adequate access thereto, the availability or adequacy of public or private utilities and services or the description or physical location of the boundaries of the Property. 5. Rights of tenants and others in possession of all or any portion of the Property. 6. Any untrue, inaccurate or misleading statements contained or referred to in any recorded documents or public records. 7. Matters contained in records of probates, bankruptcy or other courts; the records of births, marriages, divorces or deaths; or the records of the formation, existence, registration or status of any entity which is a party to any document affecting the title to the Property. 8. The status of lease land rents. 9. Rights claimed in lands and premises forming the alleged homelands of certain American Indian or indian tribes and nations including, but not limited to the Abenaki Indian Nation arising out of aboriginal rights. The Property may be part of the lands claimed. Claims have been made to certain lands and premises in northern and western Vermont, but the rights of the claimants have not been finally adjudicated. 10. The effect of any activities which could or might result in forfeiture of a right, title and interest in the premises to the United States of America for any violation under the Comprehensive Drug Abuse Prevention Control Act of 1970, as amended, or to any other party pursuant to bankruptcy, insolvency, or fraudulent conveyances or similar laws. 11. The potential application of the Vermont Land Use and Development Law (10 V.S.A. Ch. 151) and the Environmental Protection Rules to the Property by reason of activity constituting a "development," as that term is defined in 10 V.S.A. § 6001(3), or a "subdivision," as that term is defined in 10 V.S.A. § 6001(19), by any "person," as that term is defined in 10 V.S.A. § 6001(14), resulting in: (a) the creation of ten or more lots within any continuous period of five years by a person other than the specifically identified persons appearing in the chain of title to the Property; (b) the creation of lots by any person identified in the chain of title which are located in any town other than the town where the Property is located; or (c) any other basis for a claim of jurisdiction by City of South Burlington April 11, 2017 Page 12 the Environmental Board based on the activities of any person other than a person specifically named in the chain of title to the Property. 12. The contents of or effect of records which existed at the time of our inquiry directed to the governmental officials named above which were not fled in the official file kept by such government officials regarding the Property at the time of our inquiry. This Report is solely for your benefit, is not transferable, and is not for the use or benefit of any other person or entity, nor for use in connection with any transaction other than that described above. Very truly yours, GRAVEL & SHEA PC Robert H. Rushford a E Exhibit "A" A certain piece or parcel of land, with the improvements thereon and appurtenances thereto, located in the City of South Burlington, County of Chittenden, State of Vermont, and more particularly described as follows: Being a strip of land for roadway purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in the City of South Burlington Land Records (the "Plat"). The Property is conveyed to Grantee for use for municipal road, sidewalk, utility and stormwater drainage purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway improvements, sidewalks, water mains and/or lines, sewer lines and force mains, stormwater pipes, catch basins, and appurtenances thereto depicted on the Plat. By acceptance and recording of this Warranty Deed, Grantee acknowledges that it has received the necessary "as -built" certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. The Premises are a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. The Premises are subject to: (a) all rights -of -way, easements, conditions and covenants of record or as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §§ 601-611, both inclusive; and (b) the provisions of municipal ordinances, public laws, and special acts. Reference is hereby made to the above -mentioned plan and deeds and the records thereof, and the references therein made all in further aid of this description. <121793MIJOP> IRREVOCABLE OFFER OF DEDICATION This Irrevocable Offer of Dedication (the "Irrevocable Offer") is by and between SOUTH BURLINGTON CITY CENTER, LLC, a Vermont limited liability company with its principal place of business in Burlington, Vermont ("SBCC") and the CITY OF SOUTH BURLINGTON, a municipality located in the County of Chittenden and State of Vermont (the Background 1. SBCC is the owner of 5.15 acres of land located northeast of Market Street in South Burlington, Vermont (the "SBCC Parcel"). SBCC has contracted with Snyder -Braverman Development Company, LLC ("Snyder -Braverman") to develop the SBCC Parcel. 2. On March 22, 2017, the South Burlington Development Review Board (the "Board") approved Snyder-Braverman's final plat application #SD-17-03 for the subdivision of the SBCC Parcel into three (3) lots (the "Project"), as depicted on and in accordance with a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in the City of South Burlington Land Records (the "Plat"). 3. The terms and conditions of the Board's final approval, including but not limited to Condition #4, require the dedication of the so-called extension of Mary Street depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on the Plat (the "Public Roadway'). 4. SBCC now proposes to dedicate to the City, free and clear of all encumbrances, the Public Roadway as more particularly described in Exhibit A attached hereto pursuant to the terms and conditions of the Board's final approval and subject to the terms and conditions set forth herein. NOW, THEREFORE, In consideration of the final approval of the Board and for other good and valuable consideration, it is covenanted and agreed as follows: Section 1. SBCC herewith delivers to the City a Warranty Deed for the Public Roadway, the description of which is set forth as Exhibit A attached hereto, said delivery constituting a formal irrevocable offer of dedication to the City of the Public Roadway, to be held by the City until the acceptance or rejection of such irrevocable offer of dedication by the City. Section 2. SBCC agrees that this Irrevocable Offer is irrevocable and the Warranty Deed may be accepted by the City at any time. Section 3. This Irrevocable Offer shall run with the land and be binding upon SBCC and its respective successors and assigns. Section 4. This Irrevocable Offer shall serve as notice to any and all utility companies that the City has an interest in the Public Roadway, which interest shall be first and superior to any easements granted to said utility companies, and all work within the area of the Public Roadway shall be in accordance with the City's public works standards as they may be amended from time to time. IN WITNESS WHEREOF, the parties hereby execute this Irrevocable Offer as of the day of , 2017. IN PRESENCE OF: Witness Witness STATE OF VERMONT COUNTY OF CHITTENDEN, SS. SOUTH BURLINGTON CITY CENTER, LLC Duly Authorized Agent CITY OF SOUTH BURLINGTON Duly Authorized Agent On this day of 2017, personally appeared Duly Authorized Agent of SOUTH BURLINGTON CITY CENTER, LLC, to me known to be the person who executed the foregoing instrument, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of SOUTH BURLINGTON CITY CENTER, LLC. Before me, Notary Public Printed Name: Notary commission issued in Chittenden County My commission expires: 2/10/19 -2- STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At , in said County and State, this day of , 2017, personally appeared , 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 Notary Public Notary commission issued in Chittenden County My commission expires: 2/10/19 -3- Exhibit A PROPERTY DESCRIPTION FOR IRREVOCABLE OFFER OF DEDICATION Being a strip of land for roadway purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in the City of South Burlington Land Records (the "Plat"). The Premises are a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. The Premises are subject to: (a) all rights -of -way, easements, conditions and covenants of record or as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §§ 601-611, both inclusive; and (b) the provisions of municipal ordinances, public laws, and special acts. Reference is hereby made to the above -mentioned plan and deeds and the records thereof, and the references therein made all in further aid of this description. <12I6709v1/)0P> WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS, that SOUTH BURLINGTON CITY CENTER, LLC, a Vermont limited liability company with its principal place of business in Burlington, Vermont ("Grantor"), in consideration of the sum of Ten and More Dollars, paid to its full satisfaction by the CITY OF SOUTH BURLINGTON, a municipality located in the County of Chittenden and State of Vermont ("Grantee"), by these presents, does freely GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a parcel of land for the purpose of using and maintaining a public roadway located in the City of South Burlington in the County of Chittenden and State of Vermont described as follows, (hereinafter the "Pro a ") described as follows, viz: Being a strip of land for roadway purposes over an unimproved strip of land, being a sixty foot wide (60') strip with wider tapered curbs depicted as "Parcel to Be Conveyed to City of South Burlington for the Future Extension of Mary Street (12,589 SF)" as shown on a plat entitled: "Subdivision Plat, Lands of South Burlington City Center, LLC, Market Street, South Burlington, VT," prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated October 14, 2016, last revised February 10, 2017 and to be recorded in the City of South Burlington Land Records (the "Plat"). The Property is conveyed to Grantee for use for municipal road, sidewalk, utility and stormwater drainage purposes. This Deed shall act as a bill of sale and does hereby convey all improvements located on, over and under the Property, including but not limited to all roadway improvements, sidewalks, water mains and/or lines, sewer lines and force mains, stormwater pipes, catch basins, and appurtenances thereto depicted on the Plat. By acceptance and recording of this Warranty Deed, Grantee acknowledges that it has received the necessary "as -built" certifications and test results, and has performed the investigations it deems necessary to accept the above -mentioned improvements in their "as is - where is" condition. The Premises are a portion of the land and premises conveyed to South Burlington City Center, LLC by Quit Claim Deed of Randall G. Munson d/b/a South Burlington Realty Company dated January 30, 2009 and recorded in Volume 853 at Page 222 of the City of South Burlington Land Records. The Premises are subject to: (a) all rights -of -way, easements, conditions and covenants of record or as depicted on the Plat, not meaning to reinstate any claims barred by operation of the Vermont Marketable Record Title Act, 27 V.S.A. §§ 601-611, both inclusive; and (b) the provisions of municipal ordinances, public laws, and special acts. Reference is hereby made to the above -mentioned plan and deeds and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the said granted Property, with all the privileges and appurtenances thereto, to the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns, to their own use and behoof forever, and the said Grantor, for itself and its successors and assigns, does covenant with the said Grantee, CITY OF SOUTH BURLINGTON, its successors and assigns, that until the ensealing of these presents, the Grantor is the sole owner of the Property, and has good right and title to convey the same in the manner aforesaid, that the said Property is FREE FROM EVERY ENCUMBRANCE, except as aforementioned; and he hereby engages to WARRANT and DEFEND the same against all lawful claims whatsoever, except as aforementioned. IN WITNESS WHEREOF, SOUTH BURLINGTON CITY CENTER, LLC does hereby execute this Warranty Deed by its Duly Authorized Agent this day of , 2017. SOUTH BURLINGTON CITY CENTER, LLC LIM STATE OF VERMONT COUNTY OF CHITTENDEN, SS. Duly Authorized Agent On this day of , 2017, personally appeared Duly Authorized Agent of SOUTH BURLINGTON CITY CENTER, LLC, to me known to be the person who executed the foregoing instrument, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of SOUTH BURLINGTON CITY CENTER, LLC. <1217918v1/]OP> Before Notary Public Printed Name: Notary commission issued in Chittenden County My commission expires: 2/10/19 -2- Draft do not record Vermont Department of Taxes 133 State Street Montpelier, VT 05633-1401 For Town Use Only Phone: (802) 828-5860 - y 6 -7- 4 Z 6-- S / � EVT Form VERMONT TT-172 PROPERTY TRANSFER TAX RETURN A. Web request key I Corrflrmation code TRANSFEROR'S (Seller's) INFORMATION thb5xy Entity TRANSFEROR Name Federal 10 Number OR SOUTH BURLINGTON CITY CENTER, LLC OR XX-XXX9999 Individual TRANSFEROR Last Name First Name Initial Social Security Number TRANSFEROR Mailing Address Following Transfer Daytime Telephone Number 296 COLLEGESTREET TREET NOT AVAILABLE, Line 2 for Mailing Address Following Transfer (d needed) Total Number of Transferors 1 City State7 ZIP Code For Department Use Only BURLINGTON VT 05401-0000 Foreign Country (if not United States) Email Address NOT AVAILABLE B. TRANSFEREE'S (Buyer's) INFORMATION Entity TRANSFEREE Name Federal ID Number CITY OF SOUTH BURLINGTON �R XX-XXX9999 Indivktual TRANSFEREE Last Name First Name Initial Social Social Security Number TRANSFEREE Mailing Address Following Transfer Daytime Telephone Number 575 DORSET STREET NOT AVAILABLE Line 2 for Mailing Address Following Transfer f'd needed) Total Number of Transferees 1 City S&—te7 ZIP Code For Department Use Only SOUTH BURLINGTON VT 05403-0000 Foreign Country (if not United States) Email Address NOT AVAILABLE C. PROPERTY INFORMATION Property Physical Location - Number and Street or Road Name Land Size (in acres) MARY STREET EXTENSION 0.29 City or Town Check I property is located :: ❑ SPAN South Burlington in multiple cities or towns 600-188-14489 D. HOLDING PERIOD Date Mildred by Transferor (min dd yyyy) Date of this Closing (mm dd yyyy) Time Held Jan-30-2009 I A r-03-2017 I _._$_____.Years 2 _Months E. EXEMPTIONS El. If transfer is exempt from Property Transfer Tax, enter exemption number (see quick reference guide) . El. 02 E2. If sale was between family members, enter corresponding number (see quick reference guide). E2. Eta. If Line E2 is "05," enter description ................ Eta. E3. Land Gains exemption number (see quick reference guide) .................................... E3. 01 (continued on next page) Form PTT-172 Page 1 of 4 Rev.1011S Transfe,ee's Ns, CITY OF SOUTH BURLINGTON Propenylotwon MARY STREET EXTENSION Dab ofthis closing Apr-03-2017 NOTE: Long names or addresses may not display fully on the paper copy of the return, but the full names and addresses are submitted electronically to the Town and Department. F. TRANSFER INFORMATION Fl. How raid the Transferor acquire this property? (see quick reference guide) ........................ Fl. 04 Fla. If LineF1 is "04," enter description ................ Fla. Conveyance from Related P F2. Interest conveyed in this transfer (see quick reference guide) .................................. F2. 01 F'2% If Line F2 is "07," enter percent of interest here .................... F2a. 0.00 % F2b. If Line F2 is 1108," enter description ................ Fib. F3. Type of building construction at time of transfer (see quick reference guide) .... F3. 20 F3a'. If Line F3 is "OS," enter number of units transferred. ......... ........ F3a. 0 F'3b. If Line F3 is "06," enter number of dwelling units transferred ........................... F3b. 0 F3c. If Line F3 is "20," enter description................ F3c. Roadway F4. Was the transferee a tenant prior to this transfer? ................................ F4. F� Yes 0 No F5. Financing ....................... F5. 0 Conventional/Bank Owner Financing Other FSc. If Line F5 is "Other," enter description ............. FSe. F6. Do you intend to record this return with the Town/City within 60 days of the closing? .. F6. ® Yes No G. AGRICULTURAL 1 MANAGED FOREST LAND USE VALUE PROGRAM, 32 V.S.A. CHAPTER 124 G1. Is the property being transferred enrolled in the Current Use (Use Value Appraisal) Program? .... .. .... ............ G1. Yes 0 No G2. To continue enrollment in the Current Use Program, the new owner must submit a Current Use Application within 30 days of the recording date. Will the new owner be submitting that application? ...................... ......................G2. D Yes allo H. TRANSFER INFORMATION Hl. Transferor's use of property BEFORE transfer (see quick reference guide).. . HL 03 Ella. If Line HI is "07," 1108," or "09," enter description .... Hla. H2, llransferee's use of property AFTER transfer (see quick reference guide) ... ......... ........ HZ 09 Ma. IfLine H2 is "07," "08," or "09," enter description... Ma. Public Roadway H3. Was the property rented BEFORE transfer?...................................H3. Yes [ANo H4. Will the property be rented AFTER transfer? ....... .............. ............ .Hd: ❑ Yes F1No H5. Have development rights previously been conveyed? ............................HS. Yes ®No H6. Does the transferee hold title to any adjoining property? ..........................H6. 0 Yes ❑ No (cont'intaed on next page) Far Town Use only Form PTT-172 5454 Page 2 of 4 Rev.10/16 Tnnsfered, Marne CITY OF SOUTH BURLINGTON Prq mrty Locdlon Dab oflhia Clo,tn NOTE: Long names or addresses may not display fully on the paper copy of the return, but the full names and addresses are submitted electronically to the Town and Department. �. REAL ESTATE WrrHHOLDING CERTIFICATION I1. The transferee certifies that 2.5% VT Income tax has been withheld f -cm the purchase price and will be remitted to the Vermont Commissioner of Taxes with Form REW-171 within 30 days of the date of this closing ......................... Il. Yes ❑X No 12. If Line It is "No, enter the withholding exemption number (see quick reference guide) .............. 12. 01 I2a. ,If Line 12 is "04," enter Commissioner's Certificate number ............ 12a. J. TAX -CALCULATION Tau on Special Rate Property J1. Amount of value eligible for special principal residence rate (see instructions) ..... J1. J2. If transfer happened prior to July 1, 2011, enter the amount of value eligible for a special rate. (see instructions) .. J2. 0.00 1 11 J3. Total amount of value eligible for special rate (Add Lines Jl & J2) ............J3. 0.00 J4. Tax due on amount of value eligible for special rate (Multiply Line J3 by the tax rate of 0.005) ... ............. . .....T4. 0.00 J5. Only If Line El is 199": Fmtcr any amount of value in excess of $110,000 but below $200,000....... J5. 0.00 J6. Tax due on amount of value eligible for exemption 99 special rate (Multiply Line 15 by the tax rate of 0.0125 for exemption 99 only) ...........J6. 0.00 J7. Total due on amount of value eligible for special rates. (Add Lines J4 and J6) . - - 47. 0.00 Tan on General Rate Property J8. Value paid or transferred as defined in 32 V.S.A. § 9601(6)............... J8. 0.00 39. Value paid or transferred for personal Property••........................J9. 0.00 J10. Value paid or transferred for real property (Subtract Line J9 from Line 18) ...... 110. 0.00 J11. Enter amount from Line J3 above..... Jll. 0.00 J12. Enter amount from Line J5 above .... J12. 0.00 J13. Subtract Lines J11 and 112 from Line J10......................... J13. 0.00 J14. Tax due on amount of value subject to the General Rate (Multiply Line J13 by the tax rate of 0.0145 which includes a 0.002 surcharge for the Clean Water Fund, 32 V.S.A. § 9602a)...................................... J14. 0.00 Total Tax Due J15. lbtal Tax Due (Add Lines J7 and J14). .................. J15. 0.00 (conffnued on next page) For Twm use only Form P1T-172 Page 3 of 4 Rev.10116 Tmnmfenx's t>a CITY OF SOUTH BURLINGTON Property Location MARY STREET EXTENSION Date of this Cioshig Apr-03 -2017 NOTE: Long names or addresses may not display fully on the paper copy of the return, but the full names and addresses are submitted electronically to the Town and Department. LOCAL AND STATE PERMITS AND ACT 250 NOTICE This serves as notice that: • The property being transferred maybe subject to regulations governing potable water supplies and wastewater systems under 10 V.S.A. chapter 64 and building, zoning and subdivision regulations; • The property being transferred maybe subject to Act 250 regulations regarding land use and development under 10 V S.A. chapter 151; • The parties have an obligation to investigate and disclose knowledge regarding flood regulations affecting the property. To determine if the property is in compliance with or exempt from these rules, contact the relevant agency. Contact information is provided in the instructions. Transferor and Thnsferee state that the information submitted on this return is true, correct and complete to the best of their knowledge. Pmpww try (point or") GRAVEL & SHEA PC. Pmparers Addreae Pmpamr's Email Add... retax@gravelshea.com _ 1 Prrparaes Tatsphwv (802) 658-0220 Town or City: Please forward original to the Vermont Department of Taxes within 30 days of receipt This section to be completed by Town or City Clerk Book Number Page Number Grand List year Clty or Town South Burlington Parcel ID Number Date of Record Grand llstValue 0.00 Grand ListCatagory' SPAN 600-188-14489 Comments, additional Intormatlorx etc. Duplicate Return Suspected n Original Return Waiting on Deed ACKNOWLEDGMENT Return received. SIGNED _,Clark DATE * Please use the fallowing numeric two -digit grand list category codes Residential <6 Acres .......... 01 Seasonal >6 Acres ............ 06 Utilities Other ...............11 Residential >6 Acres .......... 02 Commercial ................. 07 Farm .......... ........12 Mobile HomelUn ............ 03 Commercial Apt . . . . .. . . . .... 08 Other ..... _ .......... _ . _ _ ..13 Mobile Home/La ............. 04 Industrial ................... 09 Woodland ..................14 Seasonal <6 Acres ............ 05 Utilities Elm ................10 Miscellaneous ...... ......... 15 For Town Use only I Form PTT-172 Page 4 of 4 Rev.10116 RICK MARCOTTE CENTRAL SCHOOL N W E LOCATION PLAN NTS AREA DEPICTED AS "MARY STREET TURNAROUND" ON THE PLAN REFERENCED IN NOTE to ON THIS PLAT. NO RECORD WAS DISCOVERED GRANTING AN EASEMENT FOR THIS AREA. 1 y DOUGLAS HUDSON NIF e VOL. 1017. PG. 181 11.66, CMF 50.04' Tfi I N>7 '02"VJ OZAG N73'20'23NJ C2 tTl 1 1 � 1��5 �'�e, CMF FLUSH 1 THIRTY THREE MARY STREETLLC NIF VOL. 750, PG. 585 40.00' j 60' S03'39'15"W p i� CENTURY PARTNERS, LP ` N/F \ VOL. 360, PG. 410 PARCEL TO BE CONVEYED TO CITY J\ OF SOUTH BURLINGTON FOR THE FUTURE EXTENSION OF MARY STREET (12,589 SF) i �`'�00QPQ`Pt' J /60' DORSET SQUARE ASSOCIATES N/F VOL. 194, PG. 77 VOL. 194, PG. BO VOL. 194, PG. 82 VOL. 194, PG 90 VOL, 266, PG. 120 GRAPHIC SCALE NOTES: 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A."CORPORATE CIRCLE, SOUTH BURLINGTON, VERMONT, SOUTH BURLINGTON REALTY CORP., PROPERTY PLAT." BY WEBSTER-MARTIN, INC., DATED SEPT. 1961, LAST REVISED 5-27-92, AS RECORDED IN SLIDE 248 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B. ^ALTAIACSM LAND TITLE SURVEY, CENTURY PARTNERS, 100 DORSET STREET, SOUTH BURLINGTON, VERMONT." BY TRUDELL CONSULTING ENGINEERS, DATED DECEMBER 9,1997, LAST REVISED 11/26/07, AS RECORDED IN SLIDE 509 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C. "SOUTH BURLINGTON SCHOOL DISTRICT, SOUTH BURLINGTON CENTRAL SCHOOL, 10 MARKET STREET, SOUTH BURLINGTON, VERMONT." BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19. 2004, LAST REVISED 12-17-04 AS RECORDED IN SLIDE 447 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN OCTOBER, 2016, 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. LEGEND - - - - - - PROJECT BOUNDARY - - ABUTTING' PROPERTY LINE • IPF IRON PIPE FOUND IPS • IRON PIPE SET ■CMF CONCRETE MONUMENT FOUND ■ CMS CONCRETE MONUMENT TO BE SET A CALCULATED POINT NO MARKER SET N/F NOW OR FORMERLY AG ABOVE GRADE BG BELOW GRADE\ -\ 4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN OCTOBER, 2016. THE METHODS AND THE \ RESULTING ERROR OF CLOSURE MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. CITY SOUTH 5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE 1" DIAMETER WITH A PLASTIC BURLINGTON \ CAP VOL. 697, PG, 402 6. THE RIGHT-OF-WAY WIDTH FOR MARKET STREET OF 80 FEET IS BASED ON A DEED RECORDED IN \ VOL. 687, PAGE 143. CMF' I i 7. THERE ARE EXISTING SANITARY AND STORM SEWER PIPES CROSSING LOTS A 8 B AS WELL AS THE 0.3' AG PARCEL TO BE CONVEYED TO THE CITY. NO RECORD ALLOWING THESE PIPELINES WAS FOUND IN THE CITY LAND RECORDS, SOME OF THESE LINES ARE PROPOSED TO BE RELOCATED DURING THE DEVELOPMENT OF LOTS A & B, AT WHICH TIME EASEMENTS OVER THEM WILL BE CONVEYED TO THE SOUTH BURLINGTON ' APPROPRIATE PARTIES. SCHOOL DISTRICT / WF 514.g8' 11.77' / 8. THE EXISTING UTILITY EASEMENT TO GREEN MOUNTAIN POWER CORPORATION ALONG THE VOL. 39, PG. 661 I S73"33'10" NORTHERLY SIDE OF MARKET STREET IS PROPOSED TO BE RELOCATED TO WITHIN THE MARKET i STREET RIGHT OF WAY ALONG THE FRONTAGE OF LOT A. �ur IF a� / 1.2' AG g78 APPROXIMATE LOCATION OF 30' WIDE MINIMUM WIDTH ^ Rw1 4g EASEMENT TO THE CITY OF SOUTH BURLINGTON FOR PEDESTRIAN AND VEHICULAR ACCESS FROM CORPORATE WAY tiS 4 J (AKA MARKET STREET) TO THE CENTRAL SCHOOL AS SHOWN ON LET B O �rxas - THE PLAN REFERENCED IN NOTE 1A ABOVE AND AS 183,180 SF 4 �^ REFERENCED IN PARAGRAPH 5 OF A DEVELOPMENT LOT A S3' Z1 AGREEMENT BETWEEN SOUTH BURLINGTON REALTY COMPANY / 20,799 SF \ AND THE CITY OF SOUTH BURLINGTON, AS RECORDED IN VOL. O 281, PGS. 550-555. 20.BB' bo + N 20"14"44'E l EXISTING EDGE OF PAVEMENT L a 85.09' I OF SCHOOL DRIVEWAY —IPs +D' / R - 340.W - - z / TYPICAL lY WIDE UTILITY EASEMENT TO GREEN MOUNTAIN POWER CORPORATION, AS RECORDED IN VOL. 207, PAGE 510 BO 0 3[1 60 Ip 240 ( IN FEET ) 1 inch - 60 ft_ POON TRUST, LLC. N/F VOL. 760, PG. 728 27.17' :NSgr*12'49^W MARKETI ` -- -_ — / P- -- -q- ` SOUTH BURLINGTON CITY CENTER, LLC. / NIT VOL. 853, PG. 222 02-10.17 1 REVISE MARY $T ROW (60') AND LOTS A 6 $ dale 1 tlaecrplian I CITY CLERK'S OFFICE / CITY OF SOUTH BURLINGTON, VT. , 2017 RECEIVED FOR RECORD AT O'CLOCK M., AND RECORDED IN SLIOEN ATTEST: CITY CLERK APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF , 2017 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS _ DAY OF 2017 BY (CLERK OR CHAIRMAN) TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORNJIS W I �HiE EQUNNTS OF 27 VSA §1403'DATED TS DAY OF �'Y, 2017 LANDOWNER SOUTH BURL NGTON CITY CENTER, LLC C/O SOUTH BURLINGTON REALTY CO. P.O. BOX 2204 SOUTH BURLINGTON, VT 05407 DEED REFERENCE: VOL. 853, PAGE 222 TAX MAP PARCEL: 0450.00002 %�' DOUGLAS L. HENSON No. 656 T1FBE PLANS WRH UW§T RSNBK1116 BHOULO ONLY BE USED FOR 111E PIISIOBF SHOWN BELOW: SKETCHICONCEPT ❑ ACT 250 RENEW Q PRELIMINARY Q CONSTRUCTION Q FINAL LOCH. REVIEW ❑ RECORD ORAWING LANDS OF P,.J c lw. SOUTH BURLINGTON .'-"3 CITY CENTER, LLCKMR MARKET STREET SOUTH BURLINGTON. VT SUBDIVISION drawn rnKa .DLH DJGIABR PLAT data 1D-14-16 scale LAMOUR.EUgi & D, ON ANOTED on Csulting Engineers, lnc. Im. sht. no. 14 Morsc Drive Essex 7Onc1ion, VT 05452 P L-1 Tel: 802-878�450 Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 4/27/2017 Comments Due: 5/18/17 Project Description/Meeting Date: Site plan review application #SP-17-29 of Snyder -Braverman Development, LLC to construct a 58,551 sq. ft. four (4) story mixed -use building which includes 39 residential units, 146 Market Street. No meeting date as this application is being reviewed administratively. sutl2 -; Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 4/27/17 Comments Due: 5/18/17 Project Description/Meeting Date: Site plan review application #SP-17-29 of Snyder -Braverman Development, LLC to construct a 58,551 sq. ft. four (4) story mixed -use building which includes 39 residential units, 146 Market Street. No meeting date as this application is being reviewed administratively. Legal Review Invoice April 12, 2017 Chris Snyder Snyder -Braverman Development Co., LLC 4076 Shelburne Road, Ste. 6 Shelburne, VT 05482 Re: Legal Review — Irrevocable Offer of Dedication - #SD-17-03 Pursuant to the requirement to have required legal documents reviewed by the City Attorney and as required by the "Planning and Zoning Fee Schedule" adopted by the South Burlington City Council on April 20, 2011 (as amended), please remit the following amount to be used to pay for the Legal Review: Amount requested: $ 80.00 No Legal Review shall be authorized by the City without receipt of these funds. The City shall hold these funds and use them only to pay for the required Legal Review If at any time the amount being held is reduced to $0, the City shall request an additional amount sufficient to cover estimated costs from the applicant prior to authorizing any further expenditures of the Legal Review. Following the completion of the legal review, any unused funds shall be returned to the applicant. Further, the applicant retains, at all times, the right to request any unused funds be returned. Upon receipt of any such request, in writing, the city shall inform the City Attorney of this request and require that they cease any further work. Following the payment of any work done to date, the city shall return unused funds and inform the City Council that the legal review has been ceased at the request of the applicant. Checks should be made out to the City of South Burlington Please remit payments to: Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com March 23, 2017 Andy Rowe Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 PLANNING & ZONi C3 r-i M m a O r` U.S. Postal Service" CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com'"'. Re: Preliminary & Final Plat Approval #SD-17-03 — 6 Market Street Dear Mr. Rowe: 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 March 21, 2017 (effective date 02/22/2017). 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 August 21, 2017) or this approval is null and void. If you have any questions, please contact me. Sincerel , Raymond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7016 3010 0001 1194 1689 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: � Vhy )655' 'l q kn, A4� �A/l A A. Signature X C7 Agent _ ❑ Addre B. Received by (Printed Name) C. Date of Deli D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: jerylo 3. Type 11 Priority Mail Express® I' I �I (�II II I I I II I IIII I I II I (IIII ICI FFjjSddervice Restricted Delivery Mail Restricted p ertlu ified Mai p DeegVeryed 9590 9402 1475 5329 5620 74 Certified Mail Restricted Delivery ❑ Collect on Delivery ❑ Return Receipt for Merchandise 2. Article Number (Transfer from service label) ❑ Collect on Delivery Restricted Delivery 0 Signature ConfirmatlonT 'Aail ❑ Signature Confirmation 7 016 3 010 0001 1194 1689 .Iail Restricted Delivery Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 11111111111111111111111111111 1 111111 United States Postal Service First -Class Mail Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4' in this box* .,I 11 Or 61JU I H 8U8Ui u i uN DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 h A I I ! " 006' south ur ins o . PLANNING & ZONING Permit Number SD - - (office use only APPLICATION FOR SUBDIVISION PLAT REVIEW [Z]Preliminary Final PUD Being Requested? ✓OYes ONo 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 #) South Burlington City Center, LLC P.O. Box 2204 South Burlington, VT 05404 863-9039 kenneth.braverman@gmail.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Bk 853, page 222 3. APPLICANT (Name, mailing address, phone and fax#) _985-5722 or 343-6330 Snyder -Braverman Development Co., LLC 4076 Shelburne Rd, Suite 6 Shelburne 4. CONTACT PERSON (Name, mailing address, phone and fax #) Andrew Rowe - Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 878-4450 phone 878-3135 fax a. Contact email address: Andy@LDengineering.com 5. PROJECT STREET ADDRESS: 6 Market Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0450-00002 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 (describe what you are proposing): The existing 5.15 acre lot will be subdivided into three parcels. Lot A (westerly lot) will be 0.66 acres. Lot B (easterly lot) will be 4.21 acres. A 60' wide ROW will be conveyed to the City for the future extension of Mary Street. b. Existing Uses on Property (including description and size of each separate use): The lot is currently vacant. A turn around at the end of Mary Street is located at the northwest corner of the parcel. A paved drive to the Central School is located near the middle of the parcel. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The lots are to remain vacant, there are no proposed uses at this time d. Total building square footage on property (proposed buildings and existing buildings to remain): There are currently no existing buildings on the parcel. No buildings are proposed at this time. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): not applicable - no existing or proposed buildings. f. Number of residential units (if applicable, new units and existing units to remain): not applicable - no existing or proposed buildings g. Number of employees (existing and proposed, note office versus non -office employees): No existing or proposed employees. 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. Three lots will be conveyed - two parcels plus a 60 feet wide ROW for the future extension of Mary Street. No development is proposed with this application. 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: Lot A - 28,793 (acres /sq. ft.) Lot B - 183,180 b. Building Coverage: o Existing 0 square feet 0 % sq.ft0 /o Proposed 0 square feet 0 % 0 sq. ft. / 0% c. Overall Coverage (building, parking, outside storage, etc): Existing 10 square feet 0.03 % 5,916 sq.ft / 3.2 % Proposed 10 square feet 0.03 ova 5,916 sq.ft / 3.2 % d. Front Yard Coverage(s) (commercial projects only): Existing N/A square feet % N/A Proposed N/A square feet % N/A 9. WETLAND INFORMATION a. Are there any wetlands (Class I, I1, 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) A class 3 wetland is located near the common property line between Lot A & Lot B 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. 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) 10. AREA DISTURBED DURING CONSTRUCTION: N/A(no construction) 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) $ 0 Landscaping: $ 0 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) N/A - no development proposed 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (in and out): N/A - no development proposed 13. PEAK HOURS OF OPERATION: N/A - no development proposed 14. PEAK DAYS OF OPERATION: N/A - no development proposed 15. ESTIMATED PROJECT COMPLETION DATE: N/A - no development proposed 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 t e application. See the City fee schedule for details. 414( NOTE: NOTIF CATION o ADJOINING PRYER Y 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. Subdivision Application Form. Rev. 12-2011 N I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowlet� . / ICANT PO� �4�� J-/ Tim McKenzie for SBCC OW tR PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Compl t FlIncomplete m- inistrative 0 r Date 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. 5 Subdivision Application Form. Rev. 12-2011 southbuyfillulu_�:�.mi V E 8 M 0 N T Resolution on Official Map Minor Change Mary Street to Market Street Whereas the City of South Burlington has duly a adopted Official Map, as provided for in 24 VSA §4421, most recently amended on March 21, 2016, and; Whereas the Official Map contains a planned street connecting the existing Mary Street to Market Street, and; Whereas this planned street section is depicted as being located in part on land owned by South Burlington City Center, LLC and in part on land owned by Judge Companies, and; Whereas South Burlington City Center, LLC, through its partner Snyder -Braverman Development, LLC, has submitted a subdivision application to the Development Review Board which proposes to accommodate the entirety of the right-of-way for the planned Mary Street connection, and to provide the City with an irrevocable offer of dedication for this connection, and; Whereas Snyder -Braverman Development, LLC, in a letter and map dated March 9, 2017, has requested a minor change to the Official Map to reflect the contents of this subdivision application and therefore remove the planned right-of-way from the adjacent property, and; Whereas pursuant to 24 VSA §4421(2), minor changes in the location of proposed public facilities may be made concurrently with subdivision review to particular sections of the official map if the change is recommended by a majority of the planning commission and approved by resolution of the legislative body, and; Whereas the Planning Commission has reviewed the applicant's request and voted s to ® to re.catt rteoh Cl�o"t ApFra* NOW THEREFORE BE IT RESOLVED that the City Council of the City of South Burlington: Approves the minor change to the Official Map as requested by Snyder -Braverman Development, LLC, in the letter and map attached as Exhibit A to this resolution. ¢' /Z this _20 day of /MAIZq42017. Helen Riehle, Chair Meaghan ery, Vice -Chair /, Tim Barritt, Clerk I3�J Z alf."W75 Tom Chittenden, Councilor Pat Nowak, Councilor 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com SINCE Langrock 1960 ATTORNEYS March 15, 2017 HAND -DELIVERED Sperry & Wool, LLP AT LAW Ray Belair Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Application for Preliminary & Final Subdivision Review and PUD Review #SD-17-03 of Snyder -Braverman Development Company, LLC, Applicant, South Burlington City Center, LLC, Owner of Record Dear Ray: Enclosed please find for filing with the Development Review Board, a Supplemental Statement of Concern regarding the above matter. Please feel free to contact me with any questions. Sincerely yours, Mark L. Sperry msperry@langrock.com Enclosure cc: Peter Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney Snyder -Braverman Development Co., LLC 692590.1 REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys a langrock,com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 • (802) 388-6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864-0217 • Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation SINCE Langrock Sperry & Wool, LLP 1960 ATTORNEYS AT LAW March 15, 2017 Development Review Board HAND -DELIVERED City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Application for Preliminary & Final Subdivision Review and PUD Review #SD-17-03 of Snyder -Braverman Development Company, LLC ("Applicant"), and South Burlington City Center, LLC ("Owner of Record") Statement of Concern of Century Partners L.P. and Thirty Three Mary Street, LLC under 24 VSA 4471(a) Dear DRB Members: I have reviewed the March 7, 2017 Memorandum regarding the above from Paul Connor and the draft Findings of Fact and Decision. As with any subdivision, there must be a requirement that no land development occur until the street is constructed within the 60 foot strip of land or the street is properly bonded. This would be to the "Support Street" standards in Article 11 of the Land Development Regulations. Bonding is mandatory under Land Development Regulations Section 15.15(2). I therefore request on behalf of my clients Century Partners, LP and Thirty Three Mary Street, LLC that a condition 4(A) be added to the Decision. "No approvals for land development on any portion of the parcel identified as Lot A on the Subdivision Plat may be issued until (i) the Support Street identified in Finding E, and related improvements are installed from Market Street to the southerly line of existing Mary Street, to the standards for Support Streets and related improvements set forth in Section 11.11 of the Land Development Regulations (collectively "Required Improvements"), or (ii) pursuant to 24 V.S.A. 4464(b)(4), and Land Development Regulations Section 15.15 (A) (2) and (3) and (C), in lieu of completion of the Required Improvements, the owner of Lot A provides to the South Burlington City Council, prior to issuance of a zoning permit for such land development, for the benefit of the City, a performance bond issued either by a bonding or surety company approved by the City REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL: attorneys@langrock.com MIDDLEBURY: I I IS. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 - (802) 388-6356 -Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 - (802) 864.0217 -Fax; (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation March 15, 2017 Page 2 Council or by the owner with security acceptable to the City Council, or an escrow account of letter of credit acceptable to the City Council, in an amount sufficient to cover the full cost of the Required Improvements plus a 15% contingency, and their maintenance for a period of two years after completion, as is estimated by the Development Review Board ("DRB") or such City department or officials as the DRB may designate." The DRB would require this condition of any subdivider, so that if and when the City accepts an irrevocable offer of dedication, the taxpayers will not be put to the expenses of constructing roadways and improvements to Support Street standards. Sincerely yours, LANGROCK SPERRY & WOOL, LLP By: Mark L. Sper Attorney for C tury Partners L.P. and Thirty Three Mary Street, LLC. cc: Peter Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney for Snyder -Braverman Development Co., LLC 692966.1 SINCE Langrock Sperry & Wool, LLP 1960 ATTORNEYS AT LAW March 1, 2017 HAND -DELIVERED Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 RECEIVED MAR 01 2017 City of So. Burlington Re: Application for Preliminary & Final Subdivision Review and PUD Review #SD-17-03 of Snyder -Braverman Development Company, LLC ("Applicant"), and South Burlington City Center, LLC ("Owner of Record") Statement of Concern of Century Partners L.P. and Thirty Three Mary Street, LLC under 24 V SA 4471(a) Dear DRB, Members: This letter will serve as my client, Century Partners, L.P. Statement of Concern regarding the above application pursuant to 24 VSA 4471(a):I 1. As stated in my previous letter dated February 2, 2017, the turnaround at the southerly end of Mary Street is part of the city street system, is an extension of Mary Street, and should be so noted on the plat attached to the application. 2. Pursuant to Section 15-12(d)(1) and (2) of the South Burlington Land Development Regulations, the DRB should require the construction of a roadway within the 60 foot right of way constructed to City Standards and Table 15-1, and also require that the 60 foot right of way and roadway be irrevocably dedicated to the City as a public roadway. 3. There are existing "Jersey Barriers" at the southerly end of the turnaround. It is not clear from the application whether or not these are to be left in place until the road becomes a City street: I This letter will serve to supplement my client's "Statement of Concern" filed with the DRB by letter dated February 2, 2017. REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys@langrock,com MIDDLEBURY: I11 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753.0351 • (802) 388.6356 • Fax: (802) 388.6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864-0217 • Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation March 1, 2017 Page 2 a. If they are not to be left in place, then until the road becomes a City street, any private roadway built within the 60 foot right of way, extending from the southerly end of the turnaround to Market Street, will allow traffic to proceed northerly from Market Street to Route 2. b. If the Jersey Barriers are to be left in place, then the plan should so note and a condition should be attached to the permit that the Jersey Barriers shall not be removed until such time as Mary Street is accepted by the City as City street all the way to Market Street. C. If the Jersey Barrier condition above is imposed, a traffic study should be required to establish, the extent of additional traffic which will "cut through" Century's property proceeding north to Route 2 and south from Route 2 to Market Street. Sincerely yours, LANGROCK SPERRY & WOOL, LLP By: Mark L. Sperry Attorney for Century Partners L.P. and Thirty Three Mary Street, LLC. cc: Peter Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney for Snyder -Braverman Development Co., LLC 691753.1 SINCE Langrock 1960 ATTORNEYS March 1, 2017 HAND -DELIVERED Sperry & Wool, LLP AT LAW Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RECEIVED MAR 01 2017 City of So. Burlington Re: Application for Preliminary & Final Subdivision Review and PUD Review #SD-17-03 of Snyder -Braverman Development Company, LLC, Applicant, South Burlington City Center, LLC, Owner of Record Dear Sir/Madam: Enclosed please find, for filing with the Development Review Board, a Statement of Concern and my Notice of Appearance on behalf of Century Partners, L.P. and Thirty Three Mary Street, LLC. Please feel free to contact me with any questions. Sincerely yours, Mark L. Sperry msperry@langrock.com Enclosures cc: Peter Judge Samuel Judge South Burlington City Center, LLC Robert Rushford, Attorney Snyder -Braverman Development Co., LLC 692590.1 REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL: attorneys@langrock.com MIDDLEBURY: I I IS. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 - (802) 388-6356 -Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 - (802) 864-0217 -Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD IN RE: Preliminary and Final Plat Application of Snyder -Braverman Development Company, LLC, Application #SD-17-03 NOTICE OF APPEARANCE NOW COMES Mark L. Sperry, Esq. of Langrock Sperry & Wool, LLP, and hereby enters his appearance on behalf of Century Partners, L.P. and Thirty Three Mary Street, LLC, in the above -captioned matter. 691752.1 Langrock Sperry & Wool, 1.1_r Dated at Burlington, Vermont this 1" day of March, 2017. LANGROCK SPERRY & WOOL, LLP Mark L. Sperry PO Box 721, 210 College Street Burlington, VT 05402 msperry@langrock.com Phone: (802) 864-0217 Attorneys for Century Partners, L.P. and Thirty Three Mary Street, LLC 11 ood, from a clean, pet -free, -free home, bought at Mod - .sign, 52"wX 22"dX15"h, nt condition, photos avail- 15. 802-862-4629.(02/09) = SCOOTER: Pride mo- ictory 9 scooter, used one sr only, call for more infor- t, asking $1000 OBO. 802- 32. (02 / 16) ''RTIRES: Toyo brand, used irolla for 3 years, great tread, 4o phone calls, tires can be t 303 Limekiln Rd, unit 11. BLOWER: 3-year-old Troy nowblower. Paid $600 new, $300.802- 660-7933. (02/ 16) ivertising ;all Judy 864-6670 e e w e 7 1 rents.` low 1 1 s for ITEMS FOR SALE, 1 1ND ITEMS, LOST ITEMS and ; As free of charge, 1 J REAL ESTATE 1 cks payable to 1 d at the bottom of this form. 1 1 :e submit this amount) i payment must be received 1 ided in the next issue. theOther Paper • otherpapervt.com • February 16, 2017 • 19 i es P 0"t_JY J A."... Not C 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 Tuesday March 7, 2017 at 7:00 P.M. to consider the following: Conditional use application #CU-17-01 of Steven & Eileen Rosen to:1) expand the footprint of an existing single family dwelling from 1,400 sq. ft. to 1,550 sq. ft., 2) add a front entry porch, 3) extend deck, and 4) reconstruct stairs to lake, 95 Central Avenue. Preliminary & final plat application #SD-17-03 of Snyder -Braverman Development Company, LLC to subdi- vide a 5.15 acre parcel into three (3) lots ranging in size from 12,589 sq. ft. to 183,150 sq. ft., 6 Market Street. Bill Miller, Chair South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participa- tion in the local proceeding is a prerequisite to the right to take any subsequent appeal. February 16, 2017 �jt�� *rAm� ..,......�. .fn- xx.,.�.�5�'....�.xa:4� ..�W..�a•�3a:za,r+aw.0 � w°;^,x �� w. i.2�.a^SaY .. w a a,.G-:: p .y LLS UM Z 6 it investment property with 4 - two bedroom town- Lakefront family compound on 1.4 acres. Almost 600 ft Ohouse unit all with full basements. 2 - 1 bedroom flats. of lakeshore with views to the W, Adirondacks, N and Well maintained & has adequate off street parking & E. Master bedroom w/ bath & WI closet. 2 add'I bdrms nice rear yard. Many updates including kitchen & & bath. Lg living rm w/ fireplace. Tennis court. Cottage baths, hardwood & the flooring. Solid rental income, w/ kitchen, 2 bedrooms, bath & deck. Spa cottage w/ good location close to downtown and UVM. bedroom, sauna and rear deck with hot tub. f Y ELE _., CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 13th day of Feb. , 2017 , a copy of the foregoing public notice for subdivision [type of application] 4 SD 17-03 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) See attached list Dated at Essex [town/city], Vermont, this 13th day of February 2017 Printed Name: Andrew Rowe Phone number and email: 802-878-445 A d LD gineering.com Signature: Date: FP n rnry 13, 2017 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 I Douglas Hudson Thirty Three Mary Street, LLP c/o Judge Development Corp. 28 Mary Street 255 River Street, 6 Floor South Burlington, VT 05403 Troy, NY 12180-3282 South Burlington School District 550 Dorset Street South Burlington, VT 05403 Dorset Square Associates 30 Kimball Avenue, Suite 101 South Burlington, VT 05403 Poon Trust, LLC 1569 Essex Road Williston, VT 05495 Century Partners, LP c/o Judge Development Corp. 255 River Street, 6`h Floor Troy, NY 12180-3282 City of South Burlington c/o Planning & Zoning Dept 575 Dorset Street South Burlington, VT 05403 Lamoureux & Dickinson Engineers Surveyors Planners Wetland & Soil Scientists February 10, 2017 Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 054503 RE: SD 17-01 6 Market Street Preliminary & Final Plat Application Dear Ray: We are writing on behalf of The Snyder -Braverman Development Company, LLC to request preliminary & final plat review for a proposed subdivision on Market Street. This project is located in the Form Based Code District. Therefore, this application only involves the proposed subdivision and does not include any development details. The Development Review Board considered the Sketch Plan application for this subdivision on February 7, 2017. Comments received at the hearing, as well as discussions with staff after the hearing have focused on the right of way for the future extension of Mary Street. To specifically address these comments, the enclosed plat presents the entire right of way width for the future extension of Mary Street on the project parcel. The following are enclosed for your review: - Application for Subdivision Preliminary & Final Subdivision Plat - $1,176.00 application fee - List of abutting landowners - 5 full size & (1) 11 "x 17" copy of the Plat A draft irrevocable offer of dedication and warranty deed for the Mary Street right of way will be forwarded by email early next week. Please contact our office with any questions. Sincer , Andrew Rowe P.E. c: Ken Braverman Chris Snyder 14 Morse Drive, Essex, VT 05452 P.%201 SI15143 CRY CeMMCaUe" SquamkC YSub&AOWPM nimry-FYMmvr WM doe 802.678.4450 www.LDengineering.com Innovative Solutions • Quality Service • RJCX MARCDTTE CENTRAL SCHOOL AREA DEPICTEDKTNIRr STRTET TuwJARDurq' ON TIE RAN REFEIICNC[DN NO1F IN ON T59 MT NO PEC010WK OIlCWFJ®G AN EASEMENT FOR T6 N551Et xp 1y L16 ROW THIRTY THEE MAR' STREET LLC NF VOL )50. PG dN CENTURv PARTRERS.IP NE vaL sm.PG t,X IANaL io E ccrJXEVED rorn of aourH NraLEIOTON FOP TIE FUTURE(' T ONOi MMNY STREET IIzsqsF7 NOTES: T. THIS MT WKCONF`LEO FROM FELD SLJRNErs —RESEARCHpGU011Gt11E WE OF THE FOLLOWIYO M/S: ACORPO WCIRCLE SOUTHSURLJN0IDM. YERMONT. SOUTH NRMOTON REKTv CORD IROPERTY MT.• DY WEL§TERJIMTW. NO.. DtTFD IEPf.INI. W E REND })1A2 K RECOROE9 N YIX NS OF lIE CRY 6 SDUM NINNGTW LAIm fECOIOi 9.'ALTNACSM LAND TITLE SURVEY, LFNIURY IRTNGLI. IE OORSET STREET SOUTH EIRILINOTON. VERMONT.• RECORDEDI SLOE INGENG CflF MTE",INRLIETE. TSE1 E(CORDS. ,+OLOi K EWROFO IN SLOE M.a THE cRrr of SOUM NXUSIOTTTJ LAND IECA+DS. 'SWRH NIR LmTON SCHOOL OSTRICT S0001 SUpLN010N cENTRAL SCHOOL IQ MARKET STREET SOUTRI BIML►V6TON vERMOMT ' BY CIVI EMGSEERNp KSOCNTEl. NC_ pA1FD WY I9 LAID RDR WTNE16EO ILtI.N KRECOROEONNDE Mi AlIE CTM1 OF SOL)iNabI51OroN ECORDS. L SENRNGS WOWN ON 1HA SMIRVEY ME SMED ON GPS O65ERVAilOR19 RECORND M OCTOSE0. ID16. 1 T16 FROPERM1 WY E SIAIECT T� OTHER EASELENM5 O11 g51RSOFAMY. t A LLOLEO IMYFRSE SDRYEY WK CORETEO N OCTOEFL "M. T1E lEOROD TE RESlR1wG EINM OF CLOSURE �iOR EXCE[D 11E LEi►NM PIIET111ONRFGUPEIERTSFOR URWl611N'El'S. s. wHLUENrATYH Found E K NOTEaoN TUN. IRON FPEs SET ARE T•awEEa wITH A PWTTc w LEGEND __._ PROJECT SOtINDMY A9URw6 PRORRIY INE (/� IRORR PPE FUIXD �% NOIi IPE SET ■� EOICRETE MONRENTFWIO ■� CONGETE MOIARIENTroE Sn Q NE CALGRATFO IO9lT Np ILMDIEP SET NOW OA FORN[/QY AO AaOYE lAAOE \ MID eEJ.axcRnDE \ `\ cmD-'O'IH RURuncioH MIF voL wr, ro..m a. rIE NCMI-0F•WAY wgiH Foa MAINET STREET W eo FEET p M9FOON R DESD TREG91mm N \ YOL N) PAGE ,ti LMF` THEPARETOW NV&WTOTMq STORM SEWER PL45C TIME LFIPIEL KwH1"THE N 9J'A6 PANCELroECOCORMS TDWI T SELM3NO�ORO ALLOPOSMIOEPPLLOCA= FOUMw TIE GM1 UFO RECOR09. SOME Of iNESE LNE7AE PROPOSFLTOERET.OGTED 01RW6TNE OEVELOFAENT OF lOB A a R. AT WTRX;H TEE EASEIENIS OVER i1QM Wat N: CMIk FO ro TE sOVM NPYNGTON Arvaorw.TE PARTss. solDOl asTRTCT sr.% / ! E TIE ESBTwD UTLm EIl9EMENTro6REEN MOUNINN POWfJl cO1MOM1gNN1NA 11E WL%.P0.b1 NORTNFRYSEE OF MARNETSTREETMPROPOSEDWEWLOC MroRWTIs.RTIEWJNET i 6rREET RIGHT OF WAY ALONG THE FNONIAGE OF LOT A OOlRQA9MWSON 1 VOL. MST PG. I91 � I I.SS OS A6�'' r i 'sad' i 'A' . crr q 6 av Ac �a TaEr `�' LOTA �R Nz9',tyR� m Tu sF I L'Rax i l �v�fY' AasocRATTa HT voL Iw,ID,n vDL Iw, ro.eP V0.1N, w.ex VOL. IN, PG ED Va. me. PG. MID /+ lYP1UIt IC WUE IITILITT EASEMENT ' /' GREFN YOUNTAN POVIIRR f.ORPORA K RECORDED N VOL ml. MGE Sp GRAPHIC SCALE tO L Y b SRO (IN MET) 1 IODD a EO R. POOH TRLW. LLC. HIT vaL im. ro. rm µ4 Mq.NM YROIII EASEMENT THECITY EASEMENT TO THE CRY OF 60tRM NAEwG1TNiOR _,`� PFIIESTRNN Atq VFHCIILM ACllb illdl COKORATE WAY rAM aswET sTRRs:nroTTEcENNK I!`MKxK MloRvx DN TIE PLAH RpE1pKED wNOTE to ASOE AMpK LOTB tS I1OSf ^e' X REFEREHCEO wIARAGRARISOFAOEVROREIIr AORFFMEM NTMJClN SDUTI NXRINGTOM RE.LTv COYPAHf S / / $ AND THE OTY OF SOVM SURLNGiDX.KREW1OFDw WL. / O J ab ESISINO EDGE OF PAV DF rucaL NaYEwAv � n Ir Nar,zt9w zz— SWTR simRMTDn GM1 �'' \ CENTE0.11L ' �\ _ wF �- ' @-RaT TEv1EE WRY ST IRavT9m no 101EAdS j APPROVED SY IESOLUTiON OF TIE OFWLQFWN7 REVEw NfAgOOf TK 4M1 OF 9dTM EM1gPJGTON. VERMONr, ON ME_OWY OF IDIJ swRECT ro THE .cT1uIRCRaro ARo cadno.e a 9Ao RESMUTSAL=N1EDTIES_DAYOF mt)IR CRY CLERK'S OFFICE cm DE sounR SLREJITCTON, vr. ,mv RECENEO FOR RECORD AT_OCLOCR _IA. AHD REGORGED N sl�E/_ ATmsT: CRY cLENt TO THE REST Di NT FIONMF.DGE. TRSMT 3.•QO ON SROIDNTIONASSTRACIEUFROM PEf"N4M OEFT{AMOgR OTREN OFf1GAL /ECONOS. WO MANNERS EVOFTTDN TE PREMEN1 OF COIfORa6 wRH THE REOUNEaENTS I1 VSa suTn DATeD TH9 _Tvr oF,_, m,T R 9OUTII TON CRY CGTER. LLC CA SOUTH NLDIIGTON IEJGn CO. P.O. SOE mN aoRTTH SLIRLIGTDTL yr ostoT OEEOREFFAFNC. VOL W. PAGE )Ol TAX MAP PARCEL• Nsommx 111111,, DOUGLAS L HENSON No. 856 SOUTH BURLiNGTON CITY CENTER, LLC MPNRET IITREET sgrm eunEmrDN, VT SUBDIVISION MNJI PLAT I.ANFIIlREl1%4DICKl-AON KNOTER C—kh,R K...w in. Nina ItM-1— ,�..� PL-1 RICK MARCOTTE CENTRAL SCHOOL PROJECT SITE LOCATION PLAN NITS AREA DEPICTED AS "MARY STREET TURNAROUND" ON THE PLAN REFERENCED IN NOTE 1A ON THIS PLAT. NO RECORD WAS DISCOVERED GRANTING AN EASEMENT FOR THIS AREA. 1 2+ DOUGLAS HUDSON O A N/F ,{ VOL. 1017, PG. 181 9, 11.66, CMF 50.04' 1 i1n 1 N71' 04'02"W O.T AG N73°20'23"W Imfl 138.15 1 CMS N11�4'02—� CMF 1 1 NOTES: 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A,"CORPORATE CIRCLE, SOUTH BURLINGTON, VERMONT, SOUTH BURLINGTON REALTY CORP., PROPERTY PLAT." BY WEBSTER-MARTIN, INC., DATED SEPT. 1981, LAST REVISED 5-27-92, AS RECORDED IN SLIDE 248 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B. "ALTA/ACSM LAND TITLE SURVEY, CENTURY PARTNERS, 100 DORSET STREET, SOUTH BURLINGTON, VERMONT." BY TRUDELL CONSULTING ENGINEERS, DATED DECEMBER 9, 1997, LAST REVISED 11/26/07, AS RECORDED IN SLIDE 509 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C. "SOUTH BURLINGTON SCHOOL DISTRICT, SOUTH BURLINGTON CENTRAL SCHOOL, 10 MARKET STREET, SOUTH BURLINGTON, VERMONT. " BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19, 2004, LAST REVISED 12-17-04 AS RECORDED IN SLIDE 447 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN OCTOBER, 2016, 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. IFrFNn — - — - — - — PROJECT BOUNDARY — - — - — - — ABUTTING PROPERTY LINE •IPF IRON PIPE FOUND [PS e IRON PIPE SET CMF CONCRETE MONUMENT FOUND CMS CONCRETE MONUMENT TO BE SET A CALCULATED POINT NO MARKER SET N/F NOW OR FORMERLY AG ABOVE GRADE BG BELOW GRADE 4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN OCTOBER, 2016. THE METHODS AND THE RESULTING ERROR OF CLOSURE MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR \ \ URBAN SURVEYS. v CITY OF SOUTH 5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE V DIAMETER WITH A PLASTIC \ BURLINGTON CAP. N/F \ VOL. 697, PG. 402 6. THE RIGHT-OF-WAY WIDTH FOR MARKET STREET OF 80 FEET IS BASED ON A DEED RECORDED IN \ VOL. 687, PAGE 143. CMF\0.3' i 7. THERE ARE EXISTING SANITARY AND STORM SEWER PIPES CROSSING LOTS A 8 B AS WELL AS THE AG PARCEL TO BE CONVEYED TO THE CITY. NO RECORD ALLOWING THESE PIPELINES WAS FOUND IN THE CITY LAND RECORDS. SOME OF THESE LINES ARE PROPOSED TO BE RELOCATED DURING THE DEVELOPMENT OF LOTS A 8 B, AT WHICH TIME EASEMENTS OVER THEM WILL BE CONVEYED TO THE SOUTH BURLINGTON APPROPRIATE PARTIES. SCHOOL DISTRICT �731"33'10"E N/F 5T49I 1 77' 8. THE EXISTING UTILITY EASEMENT TO GREEN MOUNTAIN POWER CORPORATION ALONG THE NORTHERLY SIDE OF MARKET STREET IS PROPOSED TO BE RELOCATED TO WITHIN THE MARKET VOL. 39, PG. 661 ' STREET RIGHT OF WAY ALONG THE FRONTAGE OF LOT A. THIRTY THREE MARY STREET LLC - N/F IPS VOL. 750, PG. 585 N y g3AT Z\ CMF i 0.35' AG S03°39'15"W o \ LOT A \ N 29°14'34"E 28,793 SF L • 85.08' L=185.91' CENTURY PARTNERS, LP 10', - N/F \ VOL. 360, PG. 410 PARCEL TO BE CONVEYED TO CITY OF SOUTH BURLINGTON FOR THE �� CMS FUTURE EXTENSION OF MARY STREET (12,589 SF) V/ 1 /22 1PF (9 1 ' I 1.2'AG APPROXIMATE LOCATION OF 30' WIDE MINIMUM WIDTH JIV EASEMENT TO THE CITY OF SOUTH BURLINGTON FOR hmh 4 / PEDESTRIAN AND VEHICULAR ACCESS FROM CORPORATE WAY 2Y' ` \ (AKA MARKET STREET) TO THE CENTRAL SCHOOL AS SHOWN ON LOT B THE PLAN REFERENCED IN NOTE 1A ABOVE AND AS 183,180 SF 4 REFERENCED IN PARAGRAPH 5 OF A DEVELOPMENT O ,O / AGREEMENT BETWEEN SOUTH BURLINGTON REALTY COMPANY AND THE CITY OF SOUTH BURLINGTON, AS RECORDED IN VOL. O 281, PGS. 550-556. 60, 1 EXISTING EDGE OF PAVEMENT OF SCHOOL DRIVEWAY �h L = 57.12' -� - -- - R-340.0 4.08' TYPICAL 10' WIDE UTILITY EASEMENTTO - �- \ S78, 36"W / GREEN MOUNTAIN POWER CORPORATION, AS RECORDED IN VOL. 207, PAGE 510 /(`, I ���, 5 J \ 60' / DORSET SQUARE \ POON TRUST, LLC. ASSOCIATES N/F \ VOL. 700, PG. 728 N/F VOL. 194, PG. 77 / VOL. 194, PG. 80 / VOL. 194, PG. 82 \ VOL, 194, PG 90 \ VOL. 266, PG. 120 , x\ 27.17' / Iry/� 1 MgRKF \ \ , 7N89T'l2'49"Wo L� 6� FEB1FORM887"I'le ,��CORPOCVKNDWN3B0'"„a.13'� - - I _ /'► 1^y y� �7f WA y)AS �� _ _ city of So. BU11Q11! SOUTH BURLINGTON CITY - CENTER,LLC. N/F 02-10-17 REVISE MARY ST ROW 60' AND LOTS A 8 B A VOL. 853,PG. 222 - — �I date I description b GRAPHId OdALEI 0 30 80 120 240 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BO BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE_ DAY OF , 2017 IN FEm• SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID I inch = 60 ft. RESOLUTION. SIGNED THIS —DAY OF 2017 BY (CLERK OR CHAIRMAN) CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. RECEIVED FOR RECORD AT O'CLOCK _ M., AND RECORDED IN SLIDE# ATTEST: LANDOWNER SOUTH BURLINGTON CITY CENTER, LLC C/O SOUTH BURLINGTON REALTY CO. P.O. BOX 2204 SOUTH BURLINGTON, VT 05407 ,2017 DEED REFERENCE: VOL. 853, PAGE 222 TAX MAP PARCEL: 0450.00002 CITY CLERK TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE REQUIREMENTS OF 27 VSA 5 1403. DATED THIS _ DAY OF—, 2017 1 `�11111►T�' !~ �47 i y DOUGLAS y' L. — HENSON — ' No. 656 0 105 THE PURPOSE SHOWN BELOW: SKETCH/CONCEPT ❑ ACT 250 REVIEW I� PRELIMINARY CONSTRUCTION 0 FINAL LOCAL REVIEW RECORD DRAWING LANDS OF project no. SOUTH BURLINGTON 15143 Survey CITY CENTER, LLC KMe MARKET STREET SOUTH BURLINGTON, VT drawn SUBDIVISION cheoEd PLAT DJGIABR data 10-14-16 LAMOUREUX & DICKINSON tale AS NOTED Consulting Engineers, Inc. sht. no. 14 Morse Drive Essex Junction, VT 05452 P L-1 Tel: 802-878-4450 SINCE Langrock Sperry & Wool, LLP 1960 ATTORNEYS AT LAW i February 2, 2017 HAND -DELIVERED Department of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 FEB 0 2 2017 City of So. Burlington Re: Sketch Plan Application #SD-17-01 of Snyder -Braverman Development Company, LLC, Owner, South Burlington City Center, LLC, to subdivide a 5.15 acre parcel into three lots and any related development Dear Sir/Madam: Enclosed please find, for filing with the Development Review Board, a Statement of Concern and my Notice of Appearance on behalf of Century Partners, L.P. and Thirty Three Mary Street, LLC. Please feel free to contact me with any questions. Sincerely yours, j � K_ ark L. perry msperry@langrock. com Enclosures cc: Peter Judge Samuel Judge South Burlington City Center, LLC Snyder -Braverman Development Co., LLC 690921.1 REPLY TO: Burlington Office • WEBSITE: www.langrock.com • EMAIL: attorneys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753-0351 • (802) 388.6356 • Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 • (802) 864.0217 • Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD IN RE: Sketch Plan Application of Snyder - Braverman Development Company, LLC, Application #SD-17-01 NOTICE OF APPEARANCE NOW COMES Mark L. Sperry, Esq. of Langrock Sperry & Wool, LLP, and hereby enters his appearance on behalf of Century Partners, L.P. and Thirty Three Mary Street, LLC, in the above -captioned matter. 690789.1 Langrock Sperry & Woot, I_1_1> 041 Dated at Burlington, Vermont this day of February, 2017. LANGROCK SPERRY & WOOL, LLP _(��_Ma L. S PO Box 721, 210 Coll Street Burlington, VT 05402 msperry@langrock.com Phone: (802) 864-0217 Attorneys for Century Partners, L.P. and Thirty Three Mary Street, LLC SINCE Langrock Sperry & Wool, LLP 1960 ATTORNEYS AT LAW February 2, 2017 HAND -DELIVERED Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Sketch Plan Application #SD-17-01 of Snyder -Braverman Development Company, LLC, Owner, South Burlington City Center, LLC, to subdivide a 5.15 acre parcel into three lots and any related development Statement of Concern of Century Partners L.P. and Thirty Three Mary Street, LLC under 24 VSA 4471(a) Dear DRB Members: I represent Century Partners L.P., which abuts the property which is subject to the above Application on the west, and Thirty Three Mary Street, LLC, which abuts the Century property. The plans accompanying the Application show three lots, one for 7,170 square feet, one for 31,733 square feet with a building, and one for 185,659 square feet. The 7,170 square feet lot shows an extension of Mary Street proceeding southerly to Market Street, with a note: "PARCEL TO BE CONVEYED TO CITY OF SOUTH BURLINGTON FOR FUTURE EXTENSION OF MARY STREET (7,170 SF)". The proposed road within the lot is shown as 20 feet wide, with a 30 foot right of way. This violates Section 15.12(D) of the South Burlington Land Development Regulations Effective June 27, 2016, and Table 15-1 ("Street Design Standards") (copy attached) which requires for public rights of way, a minimum right of way of 50 feet and a 28 foot roadway. This proposed subdivision therefore does not comply with the Regulations, and will not unless the proposed right of way and proposed roadway are widened to conform to the attached requirements. This would require east line of the 7,170 square foot parcel and the building footprint shown to be shifted further to the east (with any necessary corresponding adjustments to the other square footages and/or lot lines) Additionally, the turnaround at the northwest corner of the property with the designation "AREA DEPICTED AS `MARY STREET TURNAROUND' ON THE PLAN REFERENCED IN REPLY TO: Burlington Office - WEBSITE: www.langrock.com - EMAIL: attorneys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753.0351 - (802) 388-6356 -Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402.0721 - (802) 864-0217 -Fax: (802) 864-0137 A Limited Liability Partnership Including a Professional Corporation February 2, 2017 Page 2 NOTE lA ON THIS PLAT. NO RECORD WAS DISCOVERED GRANTING AN EASEMENT FOR THIS AREA" should be changed to reflect this turnaround is part of Mary Street, as it was paved by the City, and is plowed, repaired and maintained by the City, and is an extension of Mary Street. See Okemo Mountain, Inc. v. Town of Ludlow, 164 Vt. 447 (1995). Acceptance [of a public highway] may be inferred from evidence that the town has voluntarily assumed the burden of maintaining and repairing it, and labor or money has been used for repairs. Lastly, should the turnaround not be considered a part pf Mary Street (as is suggested on the plans), this would leave Mary street a dead-end street, with fire, ambulance, and other emergency vehicles trapped at the end with no place to turn around. Sincerely yours, LANGROCK SPERRY & WOOL, LLP Mark L. Sperry Attorney for Cent Partners L.P. and 33 Mary Street, LLC. cc: Peter Judge Samuel Judge South Burlington City Center, LLC Snyder —Braverman Development Co., LLC 690800.1 ARTICLE 15 SUBDIVISION and PLANNED UNIT DEVELOPMENT 15-11 Table 15-1 Street Design Standards(l) Arterial Collector Local Private Minimum ROW width 80' 1 60' 50' n/a Minimum pavement 26'(4)/20' s width 48' 30' 28'Izi Curbing required? DRB discretion yes yes no Maximum grade 6% 8% 10% Minimum grade 0.5% 0.5% 0.5% Minimum radius of urves(3) curves (3) 1000, 500' 300' Minimum tangent length between reverse curves 200' 150' 100, Minimum distance between center line offsets 400' 300' 200' Angle at intersection of street center lines 90° 90° 800-900 Minimum vertical sight distance 400' 300' 200' Minimum horizontal sight distance 800' 500' 300' Maximum grades within 100' center line of intersection 1 2% 3% 3% Notes: (1) These standards do not apply for streets within the Transect Zones. Refer instead to Article 11, Transect Zone Street Typologies. (2) Minimum pavement width for local streets intended to serve primarily commercial or industrial uses shall be 32 feet unless determined otherwise by the DRB pursuant to Section 15.12(D)(4) above. (3) Minimum radius of curves shall be measured at centerline of pavement. This standard is acknowledged to vary in order to conform to minimum sight distance requirements. (4) With parking (5) Without parking South Burlington Land Development Regulations Effective June 27, 2016 Page 271 of 332 Permit Number SD- /I - 0/ {office use only) 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 (Narne(s) as shown on deed, mailing address, phone and fax*) South Burlington City�Ceqte�r, lLC _ P.O. Box 2204 South Burlington, VT 05404 863-9039 - .. .. .......... 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #)gk 853, page 222 3) APPLICANT (Naine, mailing address, phone and fax #) 985-5722 or 343-6330 ,Sqydqtpraverman Development Co., LLC 4076 Shelburne Rd, Suite 6 Shelburne, VT 05482 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) option to purchase 5) CONTACT PERSON (Name, mailing address, phone and fax # Andrew Rowe 878-4450 Lamouruex & Dickinson 14 Morse Drive Essex, VT 05452 5a) CONTACT EMAIL ADDRESS Andy(d),LDengineering.com 6) PROJECT STREET ADDRESS: Market Street 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0450-00002 a) General project description (explain what you want approval for): The existing 5.15 acre lot located on the north side of Market Street will be subdivided into two parcels. Lot A (westerly lot) will be 0.73 acres. Lot B (easterly lot) will be 4.26 acres. A 30 feet wide strip of land along the westerly perimeter will be conveyed to the City for the future extension of Mary Street. No development is proposed with this application, 57S Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802,846,4101 www.sburl.corn 12) ESTIMATED PROJECT COMPLETION DATE not applicable - no construction proposed 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 , 0 copy of the plans must be submitted. The application fee shall be paid to the City at the time f submitting the application. See the City fee schedule for details. g t7� � J4 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 informationrequested as part of this application has been submitted and is accurate to the best of my knowledgAl I OF Do not write below this line DATE OF SUBMISSION._ I have reviewed this sketch plan application and find it to be: 121`omplete Olneomplete The applicant or permittte retains the obligation to identi apply r, and obtain relevant tate permits & 1 0 n5 for this project. Call (802) 879-5676 to speak with the regional Permit Specialist, Sketch Plan Application Form. Rev, 12-2011 l CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 19th day of January, 20 17, a copy of the foregoing public notice for sketch plan [type of application] # SD 17-01 [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 parries in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) See attached list Dated at Essex [town/city], Vermont, this 19th day of January , 2017 Printed Name: Andrew Rowe 11, Phone number and email: 802-878-445 d LDe ineering.com Signature: Date: January 1 A, 2017 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certijicate of Service Form. Rev. 1-2012 I Douglas Hudson arty Three Mary Street, LLP c/o Judge Development Corp. 28 Mary Street 255 River Street, 6t' Floor South Burlington, VT 05403 Troy, NY 12180-3282 South Burlington School District 550 Dorset Street South Burlington, VT 05403 Dorset Square Associates 30 Kimball Avenue, Suite 101 South Burlington, VT 05403 Poon Trust, LLC 1569 Essex Road Williston, VT 05495 Century Partners, LP c/o Judge Development Corp. 255 River Street, 6t' Floor Troy, NY 12180-3282 City of South Burlington c/o Planning & Zoning Dept 575 Dorset Street South Burlington, VT 05403 Scut hl-n-mington- PLANNING & ZONING Permit Number SD-_J 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#) South Burlington City Center, LLC P.O. Box 2204 South Burlington, VT 05404 863-9039 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #)_.B�k 853, page 222 3) APPLICANT (Name, mailing address, phone and fax #) 985-5722 or 343-6330 Snyder -Braverman Development Co., LLC 4076 Shelburne Rd, Suite 6 Shelburne, VT 05482 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) option to purchase 5) CONTACT PERSON (Name, mailing address, phone and fax #) Andrew Rowe 878-4450 • Lamouruex & Dickinson 14 Morse Drive Essex, VT 05452 111,111 1 a "t 0 r1-Dengineering.com 6) PROJECT STREET ADDRESS: Market Street 7) TAX PARCEL ED # (can be obtained at Assessor's Office) 0450-00002 a) General project description (explain what you want approval for): The existing 5.15 acre lot located on the north side of Market Street will be subdivided into two parcels. Lot A (westerly lot) will be 0.73 acres. Lot B (easterly lot) will be 4.26 acres. A 30 feet wide strip of land along the westerly �peimeter will be conveyed to the City for the future extension of Mare Street. No development is proposed with this application. S75 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburf.com b, Proposed Uses on property (include description and size of each new use and existing uses to remain): c. Building size (GFA) Existing, Proposed d. Residential Units Existing Proposed _ e. Does this project require meeting Section 18.01, Inciusionary Zoning? ?I Yes L No if yes to above, please indicate below the number of dwelling units that will be reserved in perpetuity for households in each income category. Please see 18,01(C) for the proportion that must be devoted to each income category and how to calculate fractional dwelling units. Affordable Units #s 80%of Median 100`sf, of Median 120%of Median f, Qualifying open space (SF) Existing Proposed ;�, 6? Site 1 ' c` 7. Project Details. a. Completed Submission checklist b. Completed BES checklist & self -evaluation 2 c. Supporting documents and narrative for certain circumstances (including but not limited to): i. Section 8.06, Special Standards; Section 8.07 Materials; Section 8.08 Open Space Standards; Section 8.09 Nonconformities ii. Article 10, Overlay Districts iii. Article 12, Surface Water Protection Standards iv. Article 13, Supplemental Requirementsg 8. Total area to be disturbed during construction (sq. ft.) °� ''' Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 and Stormwater Management in Article 12 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). $ 7 b. Landscaping: $ c. Other site improvements (please list with cost): 10. Traffic / Trip Generation. 2 12) ESTIMATED PROJECT COMPLETION DATE not applicable - no construction proposed 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) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. / I/� �f / - K �� L/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 swam certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the informatio requested as part of this application has been submitted and is accurate to the best of my knowledgz f OF SIGNATURE Do not write below this line DATE OF SUBMISSION:--,--- ( / _» __�_____ - I have reviewed this sketch plan application and find it to be: Complete Ellncompl to Date The applicant or permittpe retains the obligation to ident�, npplyj6r, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Appficadon Form. Rev. 12-2011 CENTMtL RICK 1. L W LOCATION PLAN NTS AREA DEPICTED AS `MARY STREET TURNAROUND" ON THE PLAN REFERENCED IN NOTE tAON THIS PLAT. NO RECORD WAS DISCOVERED GRANTING AN EASEMENT FOR THIS AREA. i { 1 DOUGLAS HUDSON N{ VOL. 10NIF 1T, PG. 18t NTJ'2a23W NTt'OA�w— CMF FLUSH THIRTY THREE MARY STREET TLC �L /I'AIV1 COL.1 PIT. 505 40. 503'3P161V � 30' CENTURY PARTNERS, LP \ \ NF VOL. 3W,P0. 410 PARCEL TO BE CONVEYED TO CITY OF SOUTH BURLINGTON FOR THE FUTURE EXTENSION OF WRY STREETL],1—) TYPICAL EXISTINS UTILITY VAULT eo' / OORSET ASSOCIATES NF COL.IW, PO.]T COL.. 194, PG. SITVOL_ 94, 104 FO. 02 VOL. P000 VOL. 2B0. Po. 130 J' LEGEND NU I `y•— - — - — - — P 11—BOUNDARY ABUTTING PROPERTY LINE 1. THIS PLT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLTS: •IV f IRON PIPE FOUND IPS A'CORIP TECIRCLE.YJ HBURLINOTON,VERMONT,SOUTHBURLINOTONREAITY P., IRON PIPE SET PROPERTYPLT-BYWEBSTERWRTW, INC.,DATEDSEPT.1 LLASTREVISEDS3]412,AS RECORDED 0J SLIDE 248 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 'CMF CONCRETE MONUMENT FOUND B.`AL TNACSM LAND TITLE SURVEY, CE NTURY PARTNERS, 100 CORSET STREE T, SOUTH BURLING TON. ■CMS CONCRETE MONUMENTTO BESET VE.RNONT"BYTRUDELLGONSULTINGENGNEERS, DATED DECEMBER0, 1907, LAST REVISED 11/NN1,ASPECORDEDINSLIDE509OFTWCRYOFSOUTHBURLINGTONLNDRECOR . Al CALCULATED POINT NO MARKER SET C. 'SOUTH BURLINGTON SCHOOL DISTRICT. SOUTH BU LINGTON CENTRAL SCHOOL. IO MARKET WF NOW OR FORMERLY RE STET. SOUTH BURLINGTON. VF.RMONT.' BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19,2CC4, LAST REVISED 12-17-04 AS RECORDED IN SLIDE 44] OF THE CITY OF SOUTH BURLINGTON AG ABOVE GRADE \ LAND RECORDS. BG BELOW GRADE 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSFRVATNN45 RECORDED IN OCTOBER. 3010. �\ 3. THIS PROPERry MAY BE SUBJECT TO OTHER EASEMENTS ANDICR RIGHTS-0F.WAV. CITY OF SOTill J WF 4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN OCTOBER, 2018. THE METHODS AND THE VIOL .1. PG. M2 RESULTING ERROR OF CLOSURE MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR \ URBAN SURVEY9. 5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE I' DIAMETER WITH A PLASTIC CMF A r�3 CAP. 03'AD 8 THE RIGHT-0F WAY WIDTH FOR MARKS T S INSET OF 80 FEET IS BASED ON A DEED RECORDED IN SOUTH BURLINGTON VOL. BB]. PAGE 143. SCHOOL STRICT 9B / T. TORE ARE SANITARY STORM SEWER PIPES CROSSING LOTS A 8 B AS WELL AS THE PARBE CONVEYED TO BE CONVORD° TO THEE CITY NO LINES A ALLOWINGTHESEPIPELINES WAS DURING N COL' N. PG. 881 THE CITY LAND RECORDS. SOME OF THESE LINES ARE PROPOSED TO BE RELOCATED CONVEYED O DE DEVELOPMENT A LOTS A e B. AT WHICH TIME EASEMENTS OVER THEM WILL BE CONVEYED TO THE 1 APPROPRIATE PARTIES. 11\ ST5'2SA'`E �' CMF / n OZAG f � E tS AD YRT r 571 3 C� 1 AB5 APPROXIMATE LOCATION OF 30 WIDE MINIMUM WIDTH 4 / EASEMENT TO THE CITY OF SOUTH BURLINGTON FOR PEDESTRIAN AND VEHICULAR ACCESS FROM CORPORATE WAY 1LOT B (AKAWIRKETSTREET)TOTIECENTRALSCHOOLASSHOWNON 868503E C ��—GF THE PLNREFERF.NCEDMNOTEIAABOVEANDAS / 1Z Ba40' REFERENCED IN PARAGRAPH 6 OF A DEVELOPMENT / 'r CMF L NO6'26'00'E \AGREEMENT BETWEEN SOUTH BURLINGTON REALTY COMPANY O LOTH 0 35' AO 20.84' L =10] pa AND THE CITY OF SOUTH BURLINGTON. AS RECORDED IN COL. B0 N 26 —47T 2BT D`S- 550-685. 31.]33 SFEXISTING EDGE OF PAVEMENT SCHOOL IXRNEWAY i IT TYPIGL AUSTING S UTILITY VAULT _ _ _ N80'1Z49W TYPICAL to W l°E UR Eryll ASEMENT TO ��� r 1 DORM RIYRs BEEN MOUNTAIN POWERCORPORATKNI, AS / - CORD KNOWN Ba ASPECORDEDINVOL.Nr,PAGEF9B , °RA�WA SOUTH Bl1RLINGTON CITY POOH TRUST.CENTER, LLC. LTC. 1 WF / COL. 053.3. PO. 222 _ n+x— CO]00 L. . PG. 1._ E IMONS LANDOWNER vtoun —1 BE L— SOUTH BURLINGTON CITY CENTER, LLC CD SOUTH BURLINGTON REALTY GO on F T no'+meaED ED ACT MR] BOX CITY CLERK'S OFFICE P.O. 2204 1 Ni IVI! w RECOR00 .:H UI CITY OF SOUTH BURLINGTON, VT. ,ptl SOUTBURLINGTON. IT 0540T LANDS OF O REDEEDIIENCE SOUTH BURLINGTON RECEIVED FOR CORD ATVO. O'CLOCK COI.. 853. PAGE 222 SO GRAPHIC SCALE APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE_ DAY OF _ tot ] SUBJECT TO THE REGUIREMENTS AND CONDITIONS OF SAM 1 1Rah - DD ft. RESOLUTION SIONEDTHIS DAYOF __t01]BY (CLERK OR CHAIRMAN) M., AND RECORDED IN SLIDE#. TAX MAP PARCEL: — o45omooz CITY CENTER, LLC MAPo(ETsiliEEi SOUR( CURLING ION. VT KM9R ATTEST:_ _—CITY CLERK 1111I/f Oewn cKeMR�DI' ►rid SUBDIVISION DJOIAB11 TO THE BEST OF MY KNOWLEDGE. THIS PI -AT IS BASED ! O i °•N 10-1418 ONINFORMATDNABSTRACTED FROM PERTINENT �y DOUGLAS !.i DE EDSANDDROTHEROFFICIALRECORDS,All PLAT MARNERSEVIDENTONTHEPROPERTY,AND L -- ryy AS NOTED CONFORMS WITH THE REOUIREMENTS OF 27 VSA HENSON §1403. DATEDTHIS_DAY OF_,201] j No. 656 �� \`\�; 1..1110ti, UA.&UICKINSON Cowaltfnq F'mXlnmra, Inc. �`� PL-1 Td:eazxTL.."ITR,4,2 southbur n too PLANNING & ZONING The Administrative Officer may issue a Zoning permit pursuant to an approval of a Zoning Permit Application prior to expiration of the thirty -day appeal period set forth in 24 V.S.A. section 4471 only if all interested persons, othei than the City, waive their rights to appeal any underlying Development Review hoard (DRS) approvals_ in order to ensure the finality and validity of any relevant D€RB approvals, the applicant/landowner and ail other interested persons rrust waive their rights to appeal in order for the applicant/landowner to receive a "Zoning Permit prior to the expiration of the appeal period. DRS Application # _..._:kL_fl_0 Zoning Permit Application # (office use only) Subject property owner(s): The undersigned property owners) hereby waives any and all rights to appeal the approval(s) of the Development Review Hoard, listed below, ,/ "..dt1 property -owner (printed name) (Si gnat€tre) Cate Property fawner (printed name) (Signature) Date Applicant(s): The undersigned applicant(s) hereby/ waives any and all rights to appeal the approval(s) of the Development Review Board, listen below. pkA j ,"Applicant (printed name) i nature Date iz:;- Applicant (printed name) (Signature) 57S L5>3r3eY Svemt South Puriio6ton, V T O5403 tfI 8p2.846.47 J6 fax 802.846,4 Pot www,$OVrl.cam Additional Interested Persons: The undersigned Interested Persons hereby waive any and all rights to appeal the approval(s) of the Development Review Board, listed below. 1. (Printed name) (Signature) Date 2. (Address) (Printed name) (Address) 3. (Printed name) (Signature) (Signature) Date Date (Address) 4. (Printed name) (Signature) Date (Address) Do not write below this line - For office use only Date of site plan approval/denial Approval Date Denial Date Date of subdivision approval/denial Approval Date Denial Date Date of conditional use approval/denial Approval Date Denial Date Date of appeal variance approval/denial Approval Date Denial Date Date of miscellaneous approval/denial 1� P-1 Appro al Date Denial Date Date of design approval/denial Approval Date Denial Date 2 DRB Waiver of Right to Appeal 5-2015 outhb u r1i.n.;anto ri PLANNING & ZONING May 23, 2017 Re: #MS-17-02 - 146 Market Street Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained prior to commencement of your project. If you have any questions, please contact me. Sincerely, Aaymiond J. Air Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7016 3010 0001 1194 1795 Ln N a -21 Er a a 0 0 0 0 a 0 m -n a 0 N 575 Dorset Street South Burlington, VT 0 www. s t ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. Article Addressed to, A. Signature 1' , 0 Addressee B. Received by (Printed Name) C. Date DeliverX -off - ty D. Is delivery address different from item 1? If YES, enter delivery address below: ❑ Yes ,&No / 3. Service Type ❑ Priority Mail Express® I I I I II III III ( I II I IIII I I III II III ❑Cit Signat re Restricted DeUvery Restrlcted ❑ RCelivM Mail- ertified Md l@ 9590 9402 1475 5329 5624 94 Certified Mail Restricted Delivery El Return Receipt for Merchandise ❑ Collect on Delivery ❑ Collect on Delivery Restricted Delivery Signature ConfirmationT --•.— Mail ❑ Signature Confirmation ArtiNa Number ffransfer from service label) 7 ❑ 16 3 010 0001 1194 1795 O) it Restricted Delivery Restricted Delivery PForm 3811, July 2015' PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING # First -Class Mail Postage & Fees Paid USPS Permit No. G-10 9590 9402 1475 5329 5624 94 United States Postal Service • Sender: Please print your name, address, and ZIPW in this box• CITY OFSOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 :fil�Ilfflfffllfirflfllfllfrfllf)ffflrt:Ilr! jtlrlrll�lir`rrltff P00212 , wlftb southburlington PLANNING & ZONING Permit# (office only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ❑ Request for a conditional use Request for a variance ✓/ Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): South Burlington City Center, LLC P.O. Box 2204 South Burlington, VT 05404 863-9039 kenneth.braverman@gmail.com 2) LOCATION OF LAST RECORDED DEED (book & page #) Book 853, page 222 3) APPLICANT (name, mailing address, phone, fax #) Snyder -Braverman Development Co., LLC 4076 Shelburne Rd, Suite 6 Shelburne, VT 05482 985-5722 or 343-6330 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Andrew Rowe - Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 878-4450 ph 878-3135 fax a. Contact e-mail address: Andy@LDengineering.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) PROJECT STREET ADDRESS: 6 Market Street 6) TAX PARCEL ID #: 0450-00002 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Place fill in a class 3 wetland located on Lot A in connection with the development of this parcel with a mixed use building. b. Existing Uses on Property (including description and size of each separate use): The lot is currently vacant. c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): A new mixed use building will be constructed on Lot A d. Total building square footage on property (proposed buildings & existing building to remain): +/- 11,800 square feet mixed use building (no existing buildings) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): +/- 46 feet, 4 floors with underground parking garage f. Number of residential Units (if applicable, new units & existing units to remain): 39 senior housing units (none existing) g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): No existing employees/company vehicles on site. There will be 6 new commercial employees. h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): Approval for the placement of fill in a class 3 wetland is requested in accordance with LDR SEction 12.02.E.(3) Conditional Use / Variance /Miscellaneous Application Form. Rev. 12-2011 8) LOT COVERAGE. a. Total parcel size b. Buildings: 28,793 Sq. Ft. Existing 0.00 % / 0 Sq. Ft Proposed 41.19 % / 11,860 Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 0.00 % / 0 Sq. Ft. Proposed 71.14 ova / 20,483 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing N/A % / N/A Sq. Ft. Proposed NIA / N/A Sq. Ft. e. Total area to be disturbed during construction: 28,793 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): $ 5,100,000 b. Landscaping $ 63,500 c. Other site improvements (please list with cost): Sitework = $ 500,000 10) ESTIMATED TRAFFIC: " a. P.M. Peak hour for entire property (in and out): 17 11) PEAK HOURS OF OPERATION 8AM-5PM 12) PEAK DAYS OF OPERATION Monday -Friday 13) ESTIMATED PROJECT COMPLETION DATE July, 2018 14) PLANS AND FEE 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 4M AN�* A04 3 Conditional Use /Variance /Miscellaneous Application Form. Rev. 12-2011 of submitting the application. See the City fee schedule for details. 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. Do not write below this line DATE OF SUBMISSION: & I have reviewed this application and find it to be: Dt'OOMPLETE ❑ Incomplete 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. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 April 14, 2017 Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 054503 RE: Miscellaneous Application Placement of fill in a class 3 wetland Dear Ray: We are writing on behalf of The Snyder -Braverman Development Company, LLC to request approval of the enclosed Miscellaneous Application to the Development Review Board. This application involves Lot A, located at 6 Market Street, recently approved by subdivision # SD 17-03. The request is for the placement of fill in a class 3 wetland in accordance with Article 12 of the Land Development Regulations. The class 3 wetland has been added to the Subdivision Plat recently approved by the DRB. A mixed use building and related site improvements are proposed for Lot A. The location of the class 3 wetland near Lot A's frontage along Market Street makes preserving the wetland unfeasible. The City's vision for the pedestrian oriented streetscape along Market Street, as well the form based code requirements for building siting necessitate the construction planned within the class 3 wetland. Since the project parcel is located in the Form Based Code District, we understand that the DRB must approve placement of the fill, but that approval of the site development necessitating placement of the fill will be reviewed administratively. As required by LDR Section 12.02.E.(3), we provide the following: (a) The encroachment(s) will not adversely affect the ability of the property to carry or store flood waters adequately; Although the wetland provides this function, it is at a low, non -significant level (see VHB report). The wetland is located in a depressed area between Market Street and the parking lot of the Marcotte Central School. Runoff from the school parking lot flows southerly into the wetland. Although some water does pond in the bottom of the wetland, a catchbasin located near the northerly edge of the wetland conveys runoff to the Market Street stormwater collection system. A stormwater management system will be constructed with the proposed development of Lot A. This stormwater management system will provide treatment and detention of runoff in accordance with the current Land Development Regulations and the Vermont Stormwater Treatment Standards. Detention of stormwater runoff for the 1 year, 10 year, and 100 year design storms will be provided by the new stormwater management system. (b) The encroachment(s) will not adversely affect the ability of the proposed stormwater treatment system to reduce sedimentation according to state standards; A stormwater management system will be constructed with the proposed development of Lot A. This stormwater management system will provide treatment and detention of runoff in accordance with the current Land Development Regulations and the Vermont Stormwater Treatment Standards. The proposed stormwater management system includes the use of dry swales, which provide an opportunity for groundwater recharge and effectively manage sediment loading from site development runoff. (c) The impact of the encroachment(s) on the specific wetland functions and values identified in the field delineation and wetland report is minimized and/or offset by appropriate landscaping, stormwater treatment, stream buffering, and/or other mitigation measures. The class 3 wetland provides water storage for stormwater runoff and surface/groundwater protection at low, non -significant levels. The limited functions area a result of the wetland's location in a depressed area and runoff from the adjacent parking lot. The proposed stormwater management system will mitigate the placement of fill in the class 3 wetland. The proposed treatment and detention of runoff in accordance with the current Land Development Regulations and the Vermont Stormwater Treatment Standards will offset the loss of the minimal functions of the existing class 3 wetland. Enclosed are the following for your review: - Miscellaneous Application - $123 application fee - Wetland and Waters Assessment Memorandum (by VHB) - Subdivision Plat (with class 3 wetland shown) Please contact me with any questions. Sincerely ra e c: Chris Snyder C.tUsers'dlonesNAppDatatLoaalWicrosottlWindowstTemporary Internet Files\Content OutIookV1LU881AEUdIsc epplic cover letter.doc 1 1 NOTES: LEGEND RICK MARCOTTE CENTRAL SCHOOL PROJECT SITE LOCATION PLAN NTS AREA DEPICTED AS "MARY STREET TURNAROUND" ON THE PLAN REFERENCED IN NOTE to ON THIS PLAT. NO RECORD WAS DISCOVERED GRANTING AN EASEMENT FOR THIS AREA, DOUGLAS HUDSON O IF VOL. 101PG. 181 a NI 11.66 y m m 1 N71°04'02"W CMF THIRTY THREE MARY STREETLLC NIT VOL. 750, PG. 585 CENTURY PARTNERS, LP \ \ NIF VOL. 360, PG. 410 PARCEL TO BE CONVEYED TC)CITY �� / OF SOUTH BURLINGTON FOR THE �� FUTURE EXTENSION OF MARY STREET (12,589 SF) i S78" .1 Ov J /DORSET SQUARE ' ASSOCIATES NIF VOL. 194, PG. 77 VOL. 194, PG. 80 VOL. 194, PG. 82 VOL. 194. PG 90 VOL. 266, PG. 120 dRAPHIC 00ALE 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A. -CORPORATE CIRCLE, SOUTH BURLINGTON, VERMONT, SOUTH BURLINGTON REALTY CORP., PROPERTY PLAT." BY WEBSTER-MARTIN, INC., DATED SEPT. 1981, LAST REVISED 5-27-92, AS RECORDED IN SLIDE 248 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B.'ALTA/ACSM LAND TITLE SURVEY, CENTURY PARTNERS, 100 DORSET STREET, SOUTH BURLINGTON, VERMONT." BY TRUDELL CONSULTING ENGINEERS, DATED DECEMBER 9, 1997, LAST REVISED 11126/07, AS RECORDED IN SLIDE 509 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C. "SOUTH BURLINGTON SCHOOL DISTRICT, SOUTH BURLINGTON CENTRAL SCHOOL, 10 MARKET STREET, SOUTH BURLINGTON, VERMONT." BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19, 2004, LAST REVISED 12-17-04 AS RECORDED IN SLIDE 447 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN OCTOBER, 2016, 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. — — — — — — PROJECT BOUNDARY — — — — — — — ABUTTING PROPERTY LINE v WETLAND BOUNDARY •IPF IRON PIPE FOUND •IPS IRON PIPE SET NCMF CONCRETE MONUMENT FOUND CMS CONCRETE MONUMENT TO BE SET 'A CALCULATED POINT NO MARKER SET NIF NOW OR FORMERLY 4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN OCTOBER, 2018. THE METHODS AND THE AG ABOVE GRADE \ \ RESULTING ERROR OF CLOSURE MEET OR EXCEED THE MINIMUM PRECISION REQUIREMENTS FOR BG BELOW GRADE URBAN SURVEYS. CITY OF SOUTH BURLINGTON 5. MONUMENTATION FOUND IS AS NOTED ON PLAN, IRON PIPES SET ARE V DIAMETER WITH A PLASTIC \ WF CAP. VOL. 697, PG.402 6. THE RIGHT-OF-WAY WIDTH FOR MARKET STREET OF 80 FEET IS BASED ON A DEED RECORDED IN \ VOL. 687, PAGE 143. CMF i i 7. THERE ARE EXISTING SANITARY AND STORM SEWER PIPES CROSSING LOTS A 8 B AS WELL AS THE 0.3' AG PARCEL TO BE CONVEYED TO THE CITY. NO RECORD ALLOWING THESE PIPELINES WAS FOUND IN THE CITY LAND RECORDS. SOME OF THESE LINES ARE PROPOSED TO BE RELOCATED DURING THE DEVELOPMENT OF LOTS A 8 B, AT WHICH TIME EASEMENTS OVER THEM WILL BE CONVEYED TO THE SOUTH BURLINGTON ' APPROPRIATE PARTIES. SCHOOL DISTRICT 9� 11 77' N/F 8. THE EXISTING UTILITY EASEMENT TO GREEN MOUNTAIN POWER CORPORATION ALONG THE VOL. 39, PG. 661 574 S73°331 E NORTHERLY SIDE OF MARKET STREET IS PROPOSED TO BE RELOCATED TO WITHIN THE MARKET STREET RIGHT OF WAY ALONG THE FRONTAGE OF LOT A. N [101 1/2 IPF 20 / 1.2' AG / V oa, 2 APPROXIMATE LOCATION OF 30' WIDE MINIMUM WIDTH " 513241 AV EASEMENT TO THE CITY OF SOUTH BURLINGTON FOR PEDESTRIAN AND VEHICULAR ACCESS FROM CORPORATE WAV 2 0 / m 2 !a CO s ^m' (AKA MARKET STREET) TO THE CENTRAL SCHOOL AS SHOWN ON LOT B 1.0 `g IPS ' — THE PLAN REFERENCED IN NOTE 1A ABOVE AND AS 183,180 SF O a' REFERENCED IN PARAGRAPH 5 OF A DEVELOPMENT LOT A g 4T AGREEMENT BETWEEN SOUTH BURLINGTON REALTY COMPANY / V 28,793 SF 'w• AND THE CITY OF SOUTH BURLINGTON, AS RECORDED IN VOL. 281, PGS. 550.555. 60, CLASS 3 "' 20.89' I WETLAND TO �N 29°14'34"E 1 EXISTING EDGE OF PAVEMENT BE FILLED L 85.08' , OF SCHOOL DRIVEWAY = __�---IPS 10' T--_- -C R CMS ` ` � — / N89°12'49"W L = 57.12' �� M ` — KEr R•340. /� —` - (F VOL.0 TRFET _ `--�— l l TYPICAL 10' WIDE UTILITY EASEMENT TO 7- ORMERLY qQE 143 — CLASS 3 GREEN MOUNTAIN POWER CORPORATION, — CORPp KNOWN 80' _ `WETLAND 38'1W AS RECORDED IN VOL. 207, PAGE 510 I ` �Tf Wqy) AS ` — I SOUTH BURLINGTON CITY — \ — \ CENTER, LLC. \ — POON TRUST, LLC. / N/F \ — w / VOL. 853, PG. 222 �\ VOL. 780, PG. 728 — LANDOWNER SOUTH BURLINGTON CITY CENTER, LLC \ C/O SOUTH BURLINGTON REALTY CO. CITY CLERK'S OFFICE P.SOUTH BURLINGTON, VT 054070. BOX 2204 1 / CITY OF SOUTH BURLINGTON, VT. , 2017 \ DEED REFERENCE: RECEIVED FOR RECORD AT O'CLOCK VOL. 853, PAGE 222 _ M., AND RECORDED IN SLIDE# TAX MAP PARCEL: 0450-00002 40 0 S) 120 240 1I'1 P' C' 19T % I inch = 80 ft. APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE_ DAY OF , 2017 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS _ DAY OF 2017 BY (CLERK OR CHAIRMAN) ATTEST: CITY CLERK TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE REQUIREMENTS OF 27 VSA §1403. DATED THIS _ DAY OF _, 2017 h DOUGLAS y L. HENSON No. 656 0! 1I THE PURPOSE SHOWN BELOW: SKETCWCONCEPT F1ACT 250 REVIEW 0 PRELIMINARY [] CONSTRUCTION El FINAL LOCAL REVIEW RECORD DRAWING LANDS OF Project — SOUTH BURLINGTON u5V Y3 CITY CENTER, LLC dMs MARKET STREET SOUTH BURLINGTON. VT SUBDIVISION KMl C7 PLAT OJG date 10-1 tale LAMOUREUX & DICKINSON AS NOTED Consulting Engineers, Inc. snt. no. 14 Morse Drive U. Junction, VT 05452 P L-1 Tel: 802-87&"50 To: Cathedral Square Residential Project File From: Patti B. Kallfelz-Werts, Environmental Scientist �0f 00, Vhb Date: DRAFT: April 7, 2017 Memorandum Project #: 57943.01 Re: Wetland and Waters Assessment Memorandum On behalf of the Snyder -Braverman Development Company ("Client"), VHB prepared this memorandum and supporting attachments to summarize the results of wetland and other waters of the U.S. ("waters", i.e., streams) delineations conducted within the Study Area. The Client is proposing to construct a mixed -use building consisting predominantly of mixed -income housing for people over 55 years of age ("Project"). The building will include non- residential use space on the ground floor including a wellness center and conference room, and office lease space. PROJECT DESCRIPTION The Project is anticipated to start construction in 2017 and will consist of building construction within an approximately 1.3-acre Study Area located within South Burlington's T-5 City Center District. The proposed development will also include 30 underground, six (6) covered, and seven (7) surface parking spaces. Access to the Project's underground parking garage will from the existing driveway to the Marcotte School, controlled by Applicant and Owner of Record. Each parking location has been designed specifically to meet the objectives of the Form Based Code, including adequate setbacks, screening, and landscaping. SITE DESCRIPTION The Study Area occurs in the Champlain Valley biophysical region of Vermont, within the Lake Champlain and Winooski River sub -basins of the Winooski River Watershed and the Shelburne Bay Watershed (HUC 8 #: 04150408 and 04150403). The Study Area is predominantly undeveloped forest and shrub land bounded by residential and industrial land use. Dominant woody species within the Study Area include gray birch (Betulo populifolia) and glossy buckthorn (Frangula alnus). Dominant herbaceous species within the Study Area include reed canary grass (Pholoris arundinacea), and Canada goldenrod (Solidago canadensis). The overall site is generally flat with onsite elevations between 310 and 312 feet above sea level ("asl"). The Natural Resources Conservation Service ("NRCS") has mapped the dominant soils within the Study Area as Adams and Windsor loamy sands and Au Gres fine sandy loam. WETLAND/WATERS DELINEATION METHODOLOGY AND RESULTS Identification of wetlands and waters was conducted per the federal and state technical criteria and methods currently required by the U.S. Army Corps of Engineers ("USACE"). The wetland and waters assessment was completed by VHB on November 6, 2012. Wetland classification was assessed per the Vermont Wetland Rules ("VWR") (NRB 2010) at the time of the delineation. Since then, the Vermont Agency of Natural Resources ("ANR") has updated the VWR (ANR 2017); after reviewing the wetland classification against the 2017 VWR. VHB determined classifications did not change. Wetland identification/delineation requires the determination of three parameters to confirm the presence of wetlands: hydric soils, hydrophytic vegetation, and wetland hydrology. Under normal circumstances, all three parameters must be present for an area to qualify as a wetland under this method. The results of the wetland and waters delineation are shown on the Wetlands/Waters Assessment Map in Attachment 1. Representative photographs of the wetland and waters assessment are in Attachment 2. 401DX Drive, Building 100 Suite 200 South Burlington, Vermont 05403 Cathedral Square Residential Project / Wetland and Waters Delineation Summary Memorandum Ref: 57943.01 Page 2 of 4 April 7, 2017 `vo, o s ~ov 1 Memorandum As stated above, VHB Environmental Scientists conducted detailed field assessments of wetlands and waters within the Study Area in November 2012. Wetland delineations are made pursuant to applicable methodologies described in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region Routine Determination Method (USACE 2011). Wetland boundaries are identified in the field with pink "wetland delineation" survey flagging. Field notes are taken to record information such as proposed wetland classifications, general characteristics, potential functions and values of the wetland, any unique qualities observed during the site assessment, along with other considerations relevant to support site findings. Wetlands are classified in accordance with the Classification of Wetlands and Deepwater Habitats of the United States (Cowardin et al. 1979). Wetland functions and values are evaluated based on the field notes and observations per the VWR,. When applicable, stream delineation flagging type is conducted pursuant to ANR Riparian Buffer Guidance (ANR 2005). Stream Top of Bank ("TB") and Top of Slope ("TOS") are flagged in the field per ANR Riparian Buffer Guidance. Stream TB and TOS are flagged on larger channels and stream center -line is flagged for smaller channels, and labeling includes the stream ID and flag number. Stream determinations and Ordinary High Water ("OHW") width follows guidance provided in the United States Army Corps of Engineers ("USACE") "Regulatory Guidance Letter: Subject- Ordinary High Water Identification" (USACE 2005). OHW limits are flagged when applicable, typically on larger stream features. Stream flow regimes are preliminarily classified as ephemeral, intermittent, or perennial and are determined based on qualitative observations of instream hydrology indicators at the time of observation, as well as geomorphic characteristics, and are subject to professional judgment. Wetlands and waters are located in the field using a Trimble® GPS unit capable of sub meter accuracy and post processed using Trimble® Pathfinder software. Wetlands As shown in the Wetlands/Waters Assessment Map in Attachment 1, there are no VSWI-mapped wetlands within the Study Area. The closest VSWI-mapped wetland is located approximately 850 feet south of the Study Area. It is VHB's judgement that one area within the Study Area meets the three wetland parameters (dominance of hydrophytic vegetation, evidence of hydrology, and hydric soils) are met and may be subject to federal jurisdiction and would be Class III pursuant the VWR. VHB flagged and assessed the potential wetland area as 2012-RS-8 (see USACE Wetland Determination Data Forms in Attachment 3 and Summary of Delineated Wetlands in Attachment 4). The feature is located in the central portion of the Study Area and generally provides the following VWR functions: Water Storage for Flood Water and Storm Runoff (5.1) and Surface and Ground Water Protection (5.2), both at lower, non -significant levels of function. The vegetation in 2012-RS-8 is predominantly herbaceous and scrub -shrub, with scattered trees throughout. Streams No channels mapped by the Vermont Hydrographic Dataset ("VHD") are found within the Study Area. The closest VHD-mapped stream is an unnamed tributary to Potash Brook, which is located approximately 900 feet southeast of the Study Area. Additionally, during field surveys, VHB did not identify any stream channels within the Study Area. Cathedral Square Residential Project / Wetland and Waters Delineation Summary Memorandum Ref: 57943.01 Page 3 of 4 April 7, 2017 Vhb Memorandum Endangered Species Endangered Species include those that are defined as "threatened" or "endangered" on the Vermont state endangered species list and the state threatened species list, and that are protected under the Vermont Endangered Species Rule. Those species protected under the federal Endangered Species Act are included as well. Rare, but otherwise not protected species are often included as part of a Project's potential impacts to the natural environments. From a USFWS database review, the Project Study Area occurs in the known range for the federally threatened and Vermont -endangered northern long-eared bat ("NLEB") (Myotis septentrionalis). No critical habitat within or adjacent to the Project has been designated for this species by USFWS (see Attachment 5) in the Project area. In general, tree clearing can have direct or indirect impacts to protected forest bats such as NLEB. VHB conducted a habitat assessment on March 16, 2017 to inspect trees within the Study Area that could be used by the NLEB. VHB located several potential roost trees ("PRTs") within the Study Area. See the Cathedral Square Potential Bat Roost Tree Habitat Assessment Memorandum in Attachment 6 for more details. Attachments: 1. Wetland/ Waters Assessment Map 2. Representative Site Photographs 3. USACE Wetland Determination Data Forms 4. Summary of Delineated Wetlands Table 5. USFWS IPaC Official Species List — South Burlington, VT 6. Cathedral Square Potential Bat Roost Tree Habitat Assessment Memorandum (and Attachments) References: ANR. 2017. Vermont Wetland Rules. Effective April 1, 2017. Available online at: http:Hdec.vermont.gov/sites/dec/files/docu ments/WSM D_VermontWetla nd Ru les_2010_7_16.pdf Cowardin, et al. 1979. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. La Roe. 1979. Classification of Wetlands and Deepwater Habitat of the United States. US Fish and Wildlife Service. FWS/OBD-79/31. 103pp. NRCS, United States Department of Agriculture. Web Soil Survey. Accessed 3/20/2017. Available online at http://websoilsurvey.nrcs.usda.gov/. USACE. 2005. "Regulatory Guidance Letter. Subject: Ordinary High Water Mark Identification." No. 05-05. Available online at: http://www.usace.army.mil/Portals/2/docs/civilworks/RGLS/rgIO5-05.pdf. USACE. 2011. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region (Version 2.0), ed. J.S. Wakeley, R.W. Lichvar, and C.V. Noble. ERDC/EL TR-09-19. Vicksburg, MS: US Army Engineer Research and Development Center. Cathedral Square Residential Project /Wetland and Waters Delineation Summary ��f Memorandum %, Ref: 57943.01 lib Page 4 of 4 April 7, 2017 Memorandum USDA Web Soil Survey. 2017. Accessed online at: http://websoilsurvey.nres.usda.gov/app/HomePage.htm. ANR. 2005. Guidance for AgencyAct250 and Section 248 Comments Regarding Riparian Buffers. December 9, 2005. Available online at: http://www.anr.state.vt.us/site/html/buff/BufferGuidanceFINAL-120905.pdf. Vermont Natural Resources Board (NRB). 2010. Vermont Wetland Rules. Effective August 1, 2010. Available online at: http://www.nrb.state.vt.us/wrp/rulemaking/wetiands2010/filedruledocs/VWR%207-16-10.pdf \\vhb\proj\Vermont\57943.01 S Burl Cathedral Square\docs\memos\Cathedral Sq Wetl-Waters Summary\Cathedral Sq-Wetl-Waters Summary_4-7-17.docx ATTACHMENT 1 -0 *� SOUTH B U R L I N G T 0 N a b April 05, 2017 Al % I, P O 2012-RS-8 _ - - 310 2012-DP-2-Up ® 1`.., Z.- O 2012 DP-2-Wet _ _ .. .. .. - - _ b, ur p ace f Water Protection Area (SPA): A I�" - - WSID VT 0005092 - P11 ,. __ _ :_ - __ __ _ .. Champlain Water District - Zone 3 Study Area 1 1 - = r _ ;!Copiyright:© 201TNati�al Geographic Society-l-cubed = :- 3NN NRCS Soils Information soil Abbreviation Soil Map Unit Vermont Farmland Erodibihty Ranking classification Area (attes)' AdA Adams and Windsor loamy sands, 0 to 5 percent slopes Statewide not highly erodible 1.064 Au Au Gres fine sandy loam Statewide not highly erodible 0.264 Cathedral Square Residential Development South Burlington, Vermont 0 50 100 200 Feet Study Area (VHB) VSWI Wetlands (ANR)' Surface Water Protection © Interstate* Wetlands/Waters Assessment Map Delineated Class 11 Wetland (VHB)' Q River Corridor (ANR)* Area (ANR)* US Highway* Sources: Delineated Class 111 Wetland (VHB) � VHD Stream (VCGI)' - - - — 2' Contour (VCGI) State Highway' Background Imagery by VCGI (2013) : • • Class 11 Wetland Buffer (VHB)' •� VHD Wa[erbody (VCGI)' NRCS Soil Boundary (VCGq Town Road VCGI (Vermont Center for Geographic Information - Various Dates) ANR (Vermont Agency for Natural Resources - Various Dates) Delineation Data Point Location (VHB) Ground Water Protection Parcel Boundary (VCGq®County Boundary (VCGq* FWD (Vermont Department of Fish &Wildlife - 2016) Area (ANR)' j Town Boundary (VCGI)* VHB - 2012-2017. — Delineated Stream (VHB)* *Feature does not occur within map extent Wetland Delineation by VHB (November 6, 2012) ATTACHMENT 2 Representative Site Photographs Cathedral Square Market Street Project South Burlington, Vermont �yVhb Photograph 1. Representative view of the landscape surrounding wetland 2012- Photograph 2. Representative view of the landscape and Market Street RS-8, looking east surrounding wetland 2012-RS-8, looking west ✓Fr ,r Photograph 4. View of wetland 2012-RS-8 looking northeast with the school Photograph 3. Representative view of wetland 2012-RS-8, looking southeast parking lot on the right and the stake that is in the snow bank representing the wetland boundary 1 1 * fr n f rr t (�r .f Photograph 5. View of a existing storm drain within the wetland 2012-RS-8 Photograph 6. View of the regenerating forest and onsite trash, looking towards boundary, marked by the stake Market Street Photographs taken by VHB Environmental Scientists Chris Sheldon and Mitch Jackman on March 14 and 16, 2017 Page 1 of 1 \\vhb\preJ\Vermont\57943.015 Burl Cathedral Square\SltePhotos ATTACHMENT 3 ' 116 WETLAND DETERMINATION DATA FORM - Northcentral and Northeast Region 2012-DP-2-Wet Project Site: Market Street City/County: S. Burlington / Chittenden Applicant/Owner: City of S. Burlington State: Vermont Sampling Point: Investigator(s): R. Scott, N. Sibley Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Concave Subregion (LRR or MLRA): Lat: 44'27'57.562"N Long: 73°10'40.179"W Soil Map Unit: Au Gres fine sandy loam Samp. Date: 11/6/2012 2012-DP-2-Wet Slope (%): Datum: NAD 1983 NWI Class: Are climatic/hydrologic conditions on the site typical for this time of year? Yes (if no, explain in Remarks.) Are Vegetation, Soil, or Hydrology significantly disturbed? No Normal Circumstances? Yes Are Vegetation, Soil, or Hydrology naturally problematic? No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sample point locations, transects, important features, etc. Hydrophytic Vegetation Present? YES Hydric Soil Present? YES Is This Sample Area Within a Wetland? YES Wetland Hydrology Present? YES Remarks: Data point within wetland 2012-RS-8 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum oftwo required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (66) X Surface Water (Al) X Water -Stained Leaves (69) Drainage Patterns (B10) X High Water Table (A2) Aquatic Fauna (1313) Moss Trim Lines(816) X Saturation (A3) Marl Deposits (1313) Dry -Season Water Table (C2) Water Marks (Bl) X Hydrogen Sulfide Odor (Cl) Crayfish Burrows (C8) Sediment Deposits (82) Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial (C9) Drift Deposits (133) Presence of Reduced Iron (C4) Stunted or Stressed Plants (DI) Algal Mat or Crust (64) Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (132) Iron Deposits (65) Thin Muck Surface (C7) Shallow Aquitard (D3) Inundation Visible on Aerial (137) Other (Explain in Remarks) Microtopographic Relief (D4) Sparsely Vegetated Concave Surface (138) FAC-Neutral Test IDS) Field Observations: Surface Water Present? X Depth (inches): 8 Water Table Present? X Depth (inches): surface Wetland Hydrology Present? YES Saturation Present? X Depth (inches): surface Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: SOII Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (in) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks 0-2 10 YR 3 2 FINE SANDY LOAM Organics present + FfAE3AR6Yl6Al0f many, common, distinct 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol (Al) Polyvalue Below Surface (SS) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) Histic Epipedon (A2) MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) Black Histic (A3) Thin Dark Surface (S9) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Hydrogen Sulfide (A4) Loamy Mucky Mineral (Fl) (LRR K, L) Dark Surface (S9) (LRR K, L, M) Stratified Layers (AS) Loamy Gleyed Matrix (F2) Polyvalue Below Surface (S8) (LRR K, L) Depleted Below Dark Surface (All) Depleted Matrix (F3) Thin Dark Surface (S9) (LRR K, L) Thick Dark Surface (Al2) X Redox Dark Surface (F6) Iron -Manganese Masses (F12) (LRR K, L, R) Sandy Mucky Mineral (Sl) Depleted Dark Surface (F7) Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) Red Parent Material (F21) Stripped Matrix (S6) 31ndicators of hydrophytic vegetation and Very Shallow Dark Surface (TF12) Dark Surface (S7) (LRR R, MLRA 149B) wetland hydrology must be present, unless Other (Explain in Remarks) disturbed or problematic. Restrictive Layer (if observed): Type: Hydric Soil Present? YES Depth (inches): Remarks: 2.0 (Adapted By: Douglas A. DeBerry, PhD, PWS, PWD) VEGETATION - Use scientific names of plants. " N" Sampling Point: 2012-DP-2-Wet Tree Stratum (Plot size: 1. Betula populifolia 30' RAID ) Absolute % Cover 20.S Dom. Indicator Sp? Status X FAC Dominance Test Worksheet: # Dominants OBL, FACW, FAC: 6 (A) # Dominants across all strata: 6 (B) % Dominants OBL, FACW, FAC: 100% (A/B) 2. 3. 4. 5. 6. 7. Prevalence Index Worksheet: Total %Cover of: Multiply By: OBL x 1= FACW 84 x 2 = 168 FAC 51.5 x 3 = 154.5 FACU x 4 = UPL x 5 = Sum: 135.5 (A) 322.5 (B) Prevalence Index = B/A = 2.38 20.5 = Total Cover Sapling Stratum (Plot size: 30' RAD ) 1. Betula populifolia 10.5 X FAC 2. 3. 4. 5. 6. 7. Shrub Stratum (Plot size: 1. Frangula alnus 1S' RAID ) 10.S 20.5 = Total Cover X FAC Hydrophytic Vegetation Indicators: X Dominance Test is > 50% X Prevalence Index is <= 3.0 Problematic Hydrophytic Vegetation' (explain) Rapid Test for Hydrophytic Vegetation Morphological Adaptations 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. 2. Cornus sericea 10.S X FACW 3. Alnus incana 10.5 X FACW 4. S. 6. 7. Definitions of Vegetation Strata: Tree - Woody plants, excluding woody vines, approximately 20ft (6m) or more in height and 3in (7.6cm) or larger in diameter at breast height (DBH). Sapling - Woody plants, excluding woody vines, approximately 20ft (6m) or more in height and less than 3in (7.6cm) DBH. Shrub - Woody plants, excluding woody vines, approximately 3 to 20ft (1 to 6m) in height. Herb - All herbaceous (non -woody) plants, including herbaceous vines, regardless of size. Includes woody plants, except woody Ines, less than approximately 3ft (1m) in height. Woody vine - All woody vines, regardless of height. 41.5 = Total Cover Herb Stratum (Plot size: V RAD ) 1. Onoclea sensibilis 63 X FACW 2. 3. 4. 5 6. 7. 8. 9 10. 11. 12 63 = Total Cover Woody Vines (Plot size: 15' RAD ) 1. 2. 3. 4. Hydrophytic Vegetation Present? YES 5. = Total Cover Remarks: (If observed, list morphological adaptations below). Northcentral and Northeast Region - Version 2.0 (Adapted By: Douglas A. DeBerry, PhD, PWS, PWD) IA(% WETLAND DETERMINATION DATA FORM - Northcentral and Northeast Region 2012-DP-2-Up Project Site: Market Street City/County: S. Burlington / ChittendSamp. Date: en 11/6/2012 Applicant/Owner: City of S. Burlington State: Vermont Sampling Point: 2012-DP-2-Up Investigator(s): R. Scott, N. Sibley Section, Township, Range: Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Concave Slope (%): Subregion (LRR or MLRA): Lat: 44°27'57.462"N Long: 73°10'40.714"W Datum: NAD 1983 Soil Map Unit: Au Gres fine sandy loam NWI Class: Are climatic/hydrologic conditions on the site typical for this time of year? Yes (If no, explain in Remarks.) Are Vegetation, Soil, or Hydrology significantly disturbed? No Normal Circumstances? Yes Are Vegetation, Soil, or Hydrology naturally problematic? No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sample point locations, transects, important features, etc. Hydrophytic Vegetation Present? YES Hydric Soil Present? NO Is This Sample Area Within a Wetland? NO Wetland Hydrology Present? NO Remarks: Data point adjacent to wetland 2012-RS-8 HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) Surface Soil Cracks (B6) Surface Water (ALI Water -Stained Leaves (B9) Drainage Patterns (B10) High Water Table (A2) Aquatic Fauna (B13) Moss Trim Lines (B16) Saturation (A3) Marl Deposits (B13) Dry -Season Water Table (C2) Water Marks (Bl) Hydrogen Sulfide Odor (Cl) Crayfish Burrows (CS) Sediment Deposits (132) Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial (C9) Drift Deposits (B3) Presence of Reduced Iron (C4) Stunted or Stressed Plants (01) Algal Mat or Crust (B4) Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2) Iron Deposits (BS) Thin Muck Surface (C7) Shallow Aquitard (D3) Inundation Visible on Aerial (B7) Other (Explain in Remarks) Microtopographic Relief (D4) Sparsely Vegetated Concave Surface (138) FAC-Neutral Test IDS) Field Observations: Surface Water Present? Depth (inches): Water Table Present? Depth (inches): Wetland Hydrology Present? NO Saturation Present? Depth (inches): Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: SOIL Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (in) Color (moist) % Color (moist) % Type' Locz Texture Remarks 0-4 10 YR 3 2 FINE SANDY LOAM + �1CR6PT6AA� tType: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils': Histosol (Al) Polyvalue Below Surface (53) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) Histic Epipedon (A2) MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) Black Histic (A3) Thin Dark Surface (59) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Hydrogen Sulfide (A4) Loamy Mucky Mineral (Fl) (LRR K, L) Dark Surface (S9) (LRR K, L, M) Stratified Layers (AS) Loamy Gleyed Matrix (F2) Polyvalue Below Surface (58) (LRR K, L) Depleted Below Dark Surface (All) Depleted Matrix (F3) Thin Dark Surface (59) (LRR K, L) Thick Dark Surface (Al2) Redox Dark Surface (F6) Iron -Manganese Masses (F12) (LRR K, L, R) Sandy Mucky Mineral (Sl) Depleted Dark Surface (F7) Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) Redox Depressions (F8) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) Red Parent Material (F21) Stripped Matrix (S6) ;indicators of hydrophytic vegetation and Very Shallow Dark Surface (TF12) Dark Surface (57) (LRR R, MLRA 149B) wetland hydrology must be present, unless Other (Explain in Remarks) disturbed or problematic. Restrictive Layer (if observed): Type: Hydric Soil Present? NO Depth (inches): Remarks: 2.0 (Adapted By: Douglas A. DeBerry, PhD, PWS, PWD) VEGETATION - Use scientific names of plants. Me" Sampling Point: 2012-DP-2-Up Tree Stratum (Plot size: 1. Fraxinus americana 30' RAD ) Absolute %Cover 10.5 Dom. Indicator Sp? Status X FACU Dominance Test Worksheet: # Dominants OBL, FACW, FAC: 4 (A) # Dominants across all strata: 6 (B) % Dominants OBL, FACW, FAC: 67% (A/B) 2. 3. 4. 5. 6. 7. Prevalence Index Worksheet: Total % Cover of: Multiply By: OBL x 1= FACW 21 x 2 = 42 FAC 31 x 3 = 93 FACU 21 x 4 = 84 UPL x 5 = Sum: 73 (A) 219 (B) Prevalence Index = B/A = 3.00 10.5 = Total Cover Sapling Stratum (Plot size: 30' RAD ) 1. Betula populifolia 10.5 X FAC 2. 3. 4. 5. 6. 7. Shrub Stratum (Plot size: 1. Frangula alnus 15' RAID ) 10.5 20.5 = Total Cover X FAC Hydrophytic Vegetation Indicators: X Dominance Test is > 50% X Prevalence Index is <= 3.0 Problematic Hydrophytic Vegetation' (explain) Rapid Test for Hydrophytic Vegetation Morphological Adaptations 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. 2. Cornus sericea 10.5 X FACW 3. 4. 5. 6. 7. Definitions of Vegetation Strata: Tree - Woody plants, excluding woody vines, approximately 20ft (6m) or more in height and 3m (7.6cm) or larger in diameter at breast height (DBH). Sapling - Woody plants, excluding woody vines, approximately 20ft Ism) or more in height and less than 3in (7.6cm) DBH. Shrub - Woody plants, excluding woody vines, approximately 3 to 20ft (1 to 6m) in height. Herb - All herbaceous (non -woody) plants, including herbaceous vines, regardless of size. Includes woody plants, except woody Ines, less than approximately 31t (1m) in height. Woody vine - All woody vines, regardless of height. 31 = Total Cover Herb Stratum (Plot size: 5' RAD ) 1. Phalaris arundinacea 10.5 X FACW 2. Solidago canadensis 10.5 X FACU 3. 4, 5 6. 7. B. 9 10. 11. 12 21 = Total Cover Woody Vines (Plot size: 15' RAID ) 1. 2. 3. 4. Hydrophytic Vegetation Present? YES S. = Total Cover Remarks: (If observed, list morphological adaptations below). Northcentral and Northeast Region - Version 2.0 (Adapted By: Douglas A. DeBerry, PhD, PWS, PWD) ATTACH M ENT 4 Cathedral Square Residential Project Snyder -Braverman Development Company South Burlington, Vermont Summary of Delineated Wetlands Prepared by VHB (R. Scott) (O.McEnroe) June 10, 2013 Updated: March 31, 2017 Jvhb Vermont Wetland Rules Riparian VWR Section 5 Functional Highway Mapped y Wetland Contiguous Criteria Presence/ 9 VHB Proposed Methodology Wetland ID Area (Square 2 Classification Hydrology Indicator to a VSWI- 4.6 Principal Typical Vegetation Comments Feet)' mapped to Stream Presumption VWR Functions and Wetland. Channel? s4 VHB- Classification a Values' (Flow Types Proposed Regime)' Significant? Surface Water (Al), Wetland maintains High Water Table PEM: Onoclea standing water. Water is (A2), Saturation (A3), Redox Dark sensibilis PSS: received from adjacent 2012-RS-8 2,588 PEM, PSS Water -Stained No No 5.1, 52 No III GW, STP, NUT Surface (F6) Frangula alms, parking lot and flows to a Leaves (B9), Corpus sericea drain located north of the Hydrogen Sulfide delineated boundary. Odor (Cl) ' All wetlands approximately mapped per the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northeast and North Central Region. U.S. Army Corps of Engineers. 2011. Italics indicate wetland feature continues outside of the Study Area Classification follows Cowardin, LM., V. Carter, F.C. Golet, and E.T. LaRue. 1979. Classification of Wetlands and Deepwater Habitat of the United States. U.S. Fish and Wildlife Service. FWS/OBD-79/31. 103pp. 'Wetland contiguity to streams as defined in the Vermont ANR 12/9/05 Guidance for Agency Act 250 and Section 248 Comments Regarding Riparian Buffers and confirmed if a delineated perennial or intermittent stream channel inflows, through flows, and outflows from a delineated wetland. The vegetative assemblage or natural community type is used when determining riparian vegetation function. Flow regime determined based on qualitative observations of instream hydrology indicators and geomorphic characteristic and are subject to professional judgment (P=perennial,l=intermittent, E=ephemeral). 'Alpha -numeric codes correspond with Section 4.6 Presumptions of the 2017 Vermont Wetland Rules. 'VWR Section 5: Functional Criteria for Evaluating a Wetland's Significance: 5.1=Water Storage for Flood Water and Storm Runoff, 5.2=Surface and Groundwater Protection, 5.3=Fish Habit 5A=Wildlife Habitat, 5.5=Exemplary Wetland Natural Community, 5.6=11are, Threatened or Endangered Species Habitat, 5.7=Education and Research in Natural Sciences, 5.8=11ecreational Value and Economic Benefits, 5.9=Open Space and Aesthetics, 5.10=Erosion Control Through Binding and Stabilizing the Soil. (P)= Present, (H)=High, (L)=Low; Correspond to observed level of functionality Li 6VHB-Proposed VWR Classification is based on review and application of the VWR particularly VHB's interpretation of Section 4.6 Presumptions. 7 U.S. Army Corps of Engineers - New England District 1999. The Highway Methodology Workbook: Supplement Wetland Functions and Values - A Descriptive Approach. NAEEP-360-1-30a. Functions and Values are codified as follows: GW=Groundwater Recharge/Discharge, FF=Flood flow Alteration, F= Fish and Shellfish Habitat, STP=Sediment/Toxicant Retention, NUT=Nutrient Removal, PE -Production Export, SS=Sediment(Shoreline Stabilization, W=Wildlife Habitat, R=Recreation, ES=Educational/Scientific Value, H=Heritage/Uniqueness, V=Visual/Aesthetics, and RTE=Rare, Threatened, or Endangered Species Habitat Principal Function(s)/Value(s) are in bold. Results from the 2006 delineation. \\vhb\proj\Vermont\57943.015 Burl Cathedral Square\uhe \Wedands_2017apdate_ma 4t7/2017 ATTACHMENT 5 United States Department of the Interior ''NKR :LI FISH AND WILDLIFE SERVICE New England Ecological Services Field Office 70 COMMERCIAL STREET, SUITE 300 CONCORD, NH 03301 PHONE: (603)223-2541 FAX: (603)223-0104 URL: www.fws.gov/newengland Consultation Code: 05EINE00-2017-SLI-I133 Event Code: 05E1NE00-2017-E-02116 Project Name: South Burlington Cathedral Square March 21, 2017 Subject: List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://www.fws. gov/m igratorybi rds/CurrentB irdl ssues/Hazards/towers/towers.htm; http://www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentB irdlssues/Hazards/towers/comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment 2 I ' United States Department of Interior Fish and Wildlife Service Project name: South Burlington Cathedral Square Official Species List Provided by: New England Ecological Services Field Office 70 COMMERCIAL STREET, SUITE 300 CONCORD, NH 03301 (603)223-2541 http://www.fws.govinewengland Consultation Code: 05E1NE00-2017-SLI-1133 Event Code: 05E1NE00-2017-E-02116 Project Type: DEVELOPMENT Project Name: South Burlington Cathedral Square Project Description: Affordable Housing Development Project Please Note: The FWS office may have modified the Project Name and/or Project Description, so it may be different from what was submitted in your previous request. If the Consultation Code matches, the FWS considers this to be the same project. Contact the office in the'Provided by' section of your previous Official Species list if you have any questions or concerns. https://ecos.fws.gov/ipac, 03/21/2017 07:43 AM 1 ' United States Department of Interior .�/ Fish and Wildlife Service Project name: South Burlington Cathedral Square Project Location Map: South Butkngtorr Central Blue Mal Blua Mail Project Coordinates: MULTIPOLYGON (((-73.17754526203396 44.466086728553435, - 73.17725386539199 44.46602828243359,-73.17704161354492 44.46583159158559, - 73.17699819186008 44.46571659553214, -73.177043778011144.46559043309002,- 73.17712564661281 44.46553064662927,-73.1774833557775 44.46576042822636,- 73.17787990432474 44.46590444148378,-73.17829608979386 44.465969583619426,- 73.17849793093748 44.465936518076404,-73.1784528100775 44.46645772030853, - 73.17850116404462 44.46655659882785,-73.17779120593487 44.46639854296033, - 73.17787973071364 44.46616137200836,-73.17754526203396 44.466086728553435))) Project Counties: Chittenden, VT https:Hecos.fws.gov/ipac, 03/21/2017 07:43 AM 2 United States Department of Interior 0Fish and Wildlife Service xt Project name: South Burlington Cathedral Square Endangered Species Act Species List There are a total of 1 threatened or endangered species on your species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. Critical habitats listed under the Has Critical Habitat column may or may not lie within your project area. See the Critical habitats within your project area section further below for critical habitat that lies within your project. Please contact the designated FWS office if you have questions. Mammals Status Has Critical Habitat Condition(s) Northern long-eared Bat (Myotis Threatened septentrionalis) Population: Wherever found https:Hecos.fws.gov/ipac, 03/21/2017 07:43 AM 3 ' R United States Department of Interior r Fish and Wildlife Service w Project name: South Burlington Cathedral Square Critical habitats that lie within your project area There are no critical habitats within your project area. https:Hecos.fws.gov/ipac, 03/21/2017 07:43 AM 4 ATTACHMENT 6 To: South Burlington Cathedral Square Development Project File From: Meghan Lout, CWB Date: March 30, 2017 Project #: 57943.01 ��,at"Vhb Memorandum Re: Cathedral Square Potential Bat Roost Tree Habitat Assessment VHB has prepared this memorandum to present the results of an assessment for Potential Roost Trees ("PRT") that may provide summer roost habitat for the federally threatened northern long-eared bat (Myotis septentrionalis or "MYSE") within the approximately 1.3-acre study area ("Study Area") defined for the proposed South Burlington Cathedral Square Project ("Project"). The Project Study Area is located north of Market Street, south of the Mary Street terminus, and west of an entrance drive for the Rick Marcotte Central School, in South Burlington, Vermont (see Cathedral Square Potential Roost Tree Map, in Attachment). The Project is being considered for construction in summer 2017 and would involve unavoidable impacts to an area that may be under the U.S. Army Corp of Engineers ("USACE") jurisdiction as a wetland, pursuant to Section 404 of the Clean Water Act. VHB understands the Project will require approximately 1.18 acres of tree clearing and therefore has the potential to impact MYSE. The federally and state -listed endangered Indiana bat (M. sodalis) is not a species of concern at the Project site (Personal Communication, Alyssa Bennett, February 27, 2017). METHODS A habitat assessment was conducted on March 16 and 17, 2017 by two VHB Biologists ("the Biologists") who are qualified to identify potential MYSE habitat. The Biologists conducted an evaluation of the Study Area to inspect all trees within the Project's clearing area to locate all trees with "bat -friendly" roosting features that could be used by MYSE. Suitable roost trees are defined as live, dead, or dying trees that are at least three inches in diameter at breast height ("DBH") with hollows, exfoliating bark, and/or cracks or crevasses that are at least 10 feet above ground level (U. S. Fish and Wildlife Service or "USFWS" 2016a; Vermont Fish and Wildlife Department or "FWD" 2017). Suitable features on a PRT ensure a roosting bat would receive protection from stressful environmental elements, such as wind and rain (FWD 2017). All trees surveyed were assumed to have adequate solar exposure that would allow PRTs to reach optimum roosting temperatures. The habitat assessment occurred during leaf -off conditions to maximize visibility and detection of tree features. The Biologists used binoculars to facilitate the assessment of all tree attributes that were not clearly visible, unaided, from the ground. A GPS location was recorded for each PRT using a handheld sub -meter capable Trimble® GPS unit. Each PRT was marked in the field using orange -colored flagging and assigned a unique identification, and photo documented (representative photographs are provided below). To assess the potential risks of tree clearing on MYSE, the Vermont Fish and Wildlife Department ("FWD") requires a 1- percent threshold rule (FWD 2017). If the amount of proposed forest clearing associated with the Project is less than 1-percent of wooded habitat within a 1-mile radius of the Project, impacts to MYSE are considered discountable if no known MYSE occurrences have been documented in the area (FWD 2017). The percentage of proposed clearing in relation to the surrounding area was determined for this site using the 2011 National Landcover Database ("NLCY, Multi -Resolution Land Characteristics Consortium 2011) with an overlay of the proposed limits of disturbance ("LOD") of the Project. The total acreage of wooded area to be removed was calculated as a proportion of forested acreage in a 1-mile radius of the Project. 401DX Drive, Building 100 Suite 200 South Burlington, Vermont 05403 South Burlington Cathedral Square Bat Habitat Assessment Vhb Ref: 57943.01 Page 2of5 March 30, 2017 Memorandum The FWD has also identified three Special Management Zones ("SMZs"), which are defined as areas surrounding either known, occupied MYSE sites (i.e., hibernacula, maternity roosts or known summer habitat) or land use activity sites, within which specified time of year cutting restrictions and/or conservation measures may be required. A desktop review was therefore initiated to investigate if a defined SMZ exists within or near the Project site, and which time of year cutting restrictions and conservation measures, if any, may be required (FWD 2017). RESULTS AND DISCUSSION The 1.18-acre tree clearing area represents 0.45 percent of wooded area (241-acres) within a 1-mile radius (see Cathedral Square Potential Roost Tree Map, in Attachment). Proposed tree clearing associated with the Project is therefore considered discountable and unlikely to affect MYSE. Although ten PRTs were located within the clearing area, no PRTs are within the on -site delineated wetland, 2012-RS-8, which also occurs within the Project area (see Cathedral Square Potential Roost Tree Map, in Attachment). The Project is located greater than approximately 0.87 mile (1.4 kilometers) from the nearest confirmed summer habitat, as mapped on the Vermont Agency of Natural Resources ("ANR") Atlas, and no known hibernacula are located within at least 2 miles (3.2 kilometers) of the Project. This distance exceeds the minimal distance thresholds of the Project to SMZs. The Project is also of sufficient distances from known MYSE habitats that would trigger the requirement for a project to propose specific conservation measures per the USFWS Final 4(d) Rule for Federal Actions that May Affect Northern Long -Eared Bats (USFWS 2016b). Direct impacts to MYSE can be avoided by adhering to time of year cutting restrictions, such that PRT clearing will occur between October 31 and April 15, when MYSE are hibernating. The remaining tree clearing (unsuitable MYSE habitat) would be exempt from time of year cutting restrictions. Because the total clearing area is minimal, no known MYSE occurrences or hibernacula are nearby the Project, and PRT clearing (if trees are cut prior to April 15, 2017 or after October 31, 2017) would occur when MYSE are hibernating, VHB believes that the project would not impact MYSE. Attachment: • Potential Roost Tree Map References: FWD 2017. Land Use Review Guidance for Protecting Northern Long-eared Bats and Their Habitats. Homer, C.G., Dewitz, J.A., Yang, L., Jin, S., Danielson, P., Xian, G., Coulston, J., Herold, N.D., Wickham, J.D., and Megown, K., 2015, Completion of the 2011 National Land Cover Database for the conterminous United States -Representing a decade of land cover change information. Photogrammetric Engineering and Remote Sensing, v. 81, no. 5, p. 345-354 USFWS 2016a. Range -wide Indiana Bat Summer Survey Guidelines. Available on-line at https://webcache.goog I eusercontent.com/search?q = cache: R_xpVrUTtCsJ:https://www.fws.gov/arkansas - es/docs/2016IndianaBatSummerSurveyGuidelinesllApril2016.pdf+&cd=1&hl=en&ct=clnk&gl=us South Burlington Cathedral Square Bat Habitat Assessment Ref: 57943.01 Page 3of5 March 30, 2017 00 vlib Memorandum USFWS 2016b. Key to the Northern Long -Eared Bat 4(d) Rule for Federal Actions that May Affect Northern Long -Eared Bats. January, 2016. Available online at: https://www.fws.gov/midwest/endangered/mammals/nIeb/KeyFina14d NLEBFed Projects.htmI y t; r " I } / tin f t y Y` tR d F i r of _ z Figure 1. Photographs of Potential Roost Trees in the Study Area that exhibit exfoliating bark that could be suitable for MYSE roosting. South Burlington Cathedral Square Bat Habitat Assessment Ref: 57943.01 Page 4of5 March 30, 2017 qwvhb4r/►ie Memorandum Figure 2. Photographs of Potential Roost Trees in the Study Area that exhibit exfoliating bark (left, arrow is pointing to the focal tree with exfoliating bark) and crevasse extending up the center of a tree (right, see arrow). South Burlington Cathedral Square Bat Habitat Assessment Ref: 57943.01 Page 5of5 March 30, 2017 vhb Memorandum Figure 3. General habitat photographs looking east from Market Street (upper) and looking north from within the Study Area (lower). \\vhb\proj\Vermont\S7943.01 S Burl Cathedral Square\docs\memos\Cathedral Sq - Bat Habitat Assessment\Cathedral Square Bat Habitat Assessment memo 2017-03-30_Final.docx ATTACHMENT SOkUTyH B U R L I N G T 0 T0 SO 100 200 Feet Study Area (VHB) VSWI Wetlands (ANR)* Potential Roost Tree (VHB) VHD Stream (VCGI)* Delineated Class BI Wetland (VHB) Parcel Boundary (VCGI) ' Delineated Stream (VHB)* L--- Town Boundary (VCGI)* *Feature does not occur within map extent RT 5 RT 2 P�RT 7 PRT 3 PRT 4 2012-RS-8 PRT 9 1/ilb March 21, 2017 / BURLIN TON % 44-1 KIRBI=RD Study s j Area 1 a II I Ory'RD 9 D �Frsl VT l 116 `!\\ B"� 1 � 1 � 11 S P o ,JI (/ �I BUf ETNGTON zoo° t � Cathedral Square Market Street Project South Burlington, Vermont Potential Roost Tree Map Sources: Background Imagery by VCGI (2013) VCGI (Vermont Center for Geographic Information - Various Dates) _ ANR (Vermont Agency for Natural Resources - Various Dates) VHB - 2012-2017