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HomeMy WebLinkAboutBATCH - Supplemental - 0505 0507 0509 0511 Market StreetIF ABUTTING PROPERTY LINE BUILDING SETBACK "--'-"'--`316y^�"` EXISTING GROUND CONTOUR EXISTING TREE LINE OHW EXISTING UTILITY POLE AND OVERHEAD WIRE - — — — — — - S — — — — — — EXISTING SEWER LINE -------W------ EXISTING WATER LINE W PROPOSED WATER LINE S PROPOSED SEWER LINE SOIL BORING-G.W. MEASURED ON 6-= 15 PROPOSED CONTOUR PROJECT STATISTICS EXISTING ZONING DISTRICT - COMMERCIAL 1 - RESIDENTIAL 12 POSSIBLE NEW ZONING DISTRICT - FORM BASE CODE T-3 DIMENSIONAL REQUIREMENTS: REQUIRED PROVIDED MINIMUM LOT AREA 3,500 SF/ UNIT 16,025 SF (0.37 ACRES) EXISTING MINIMUM FRONT SETBACK 6-20 FT 8 FT MINIMUM SIDE SETBACK 8 FT 8 FT MINIMUM REAR SETBACK 20 FT 23FT MAXIMUM COVERAGE BUILDINGS ONLY 40% 35% TOTAL 75% 67% MAXIMUM BUILDING HEIGHT 40 30 EXISTING USE -SINGLE FAMILY RESIDENTIAL PROPOSED USE - MULTI FAMILY RESIDENTIAL WATERNVASTEWATER: MUNICIPAL SERVICES. PARKING REQUIREMENTS MULTI FAMILY DWELLING - 2SPACES/DU =S SPACES 1 SPACE / EVERY UNITS =1 SPACE TOTAL SPACES REQUIRED = 9 SPACES PARKING PROVIDED 8 SPACES (4 GARAGES PLUS ONE SPACE IN FRONT OF EACH GARAGE PLUS ONE SURFACE SPACE.) RICK MARCOTTE CENTRAL SCHOOL PROJECTJ I SITE wf LOCATION PLAN NTS GRAPHIC SCALE lo ( IN FEET ) I Inch = IO IL - SIDE YARD SETBACK UNDER PROPOSED --' - - -3_BASED CODE T DISTRICT — _T I ——FORM_ _--� —1 -- ---_ _- I SIDE YARD SETBACK UNDER ( COMMERCIAL ' I RESIDENTIAL ___ — CURRENT 12 DISTRICT FRONT YARD SETBACK UNDER CURRENT I1 COMMERCIAL 1 I RESIDENTIAL 12 DISTRICT In I �(p 20' nlD ) I I FRONT YARD SETBACK 1 1 UNDER PROPOSED FORM -BASED CODE T-3 DISTRICT TO ZONE" "BUILD Zlp ) I I REARYARI SETBACK—�I N)Ic II JI UNDER PROPOSED UNDER FORM-BASED CODE T-3 DISTRICT L ___t7'DE YARD SETBACK ) UNDER PROPOSED SITE LAYOUT IS BASED ON POSSIBLE NEW ZONING — FORM -BASED CODE FORM BASED CODE T-3 ZONING DISTRICT T-3 DISTRICT ZONING SETBACK PLAN SCALE: 1" = 20' FF IAL YUN POON N/F IDENTIAL ERIFY THE ACTUAL EXISTING SEWER STRUCTURE DCATION IS )R SHALL URB STOP, %), AND I REMOVEROD. JUL 2 3 2015 City of So. Burlington o I � CHANG MING & XIANG THE CONTRACTOR SHALL NOTIFY \ / , YONG A NG ' 1 'DIGSAFE' PRIOR TO ANY EXCAVATION , \ \ J i NtF T. z \ / RESIDENTIAL EXISTING DWELLING A ANTONIO B. O�ERLEAU, LLC REMOVE EXISTING CENTER ,�. / TREES AND SHRUBS SHOPPING i \ REMOVE EXISTING TREES AND SF�tUBS F.TEIDr+¢\M n Key Bdom,&Nacre , Carom \'— R-1. C AF rxfieemanir"Awumn Fony Freemanr Nple 2112"oalipm, B&B AR nrbnrm'Auramn Pb ' Red Mapk 21i2"c•Iiper, B&B AL Amelanchier lcevis AlleghenyS webe 2"ealipm, B&B BN .1- niXra %lerlraxe' Rivcr Birch 2 V2" aA,, 6 bnnchwg height •m& emm, B&B .-.><•v q CC Celns oceidenrala'Pran vide' Comm on 11•ekb— 2IR"odWm, CO Cornis o(rem lio Pagoda Dogwood 2". HV Hamamelu vvginbra American Wimh-hazel 2".,-, B&B r OV Oarrya virginiana F.—Hop-h-1— 2I2cal'ryer. B&B " e e V^ QB Querew bkobr Svamp Whk. Oak 21R"eelipen B&8 �( PLUMB TREE TRUNK t`'✓7 Shruba AM Aronia mebrocarpa ilurtann Magic' Black Chokebmry I%"m20"heigh42-gages _ ... ... 1 PLACE ROOT BALL ON CE Cephobntlme acute Wa Badonbo•h Ig" b 24" hcighL 2gallm conwmm ,... �TAMPE / PLANTING MIX OB RPE CL Ckrhra a(njolia'Ruby SP.' Sweet Pcppmbwh Ig"10 24" h6gb42-e•0ovoonM . UNDISTURBED SOIL o silky Dogwood IS-mN"heigh42-g•Ilov conleinm 2"THICK SHREDDED NC /lex rtklAam'Ajrgbw' Winkkmy ITo .) IH"b24"M1eigh42-g•Amr conlainm HARDWOOD MULCHA MINIMUM OF 3" FROM R'm llex vemcAlora Jim Darmy' Winkrbeoy (male) 1g"WN" heigh4 Zgellon conUiner TREE TRUNK LB LiMerabeuoin Nw—Spwebwh Ig"a24"heigh42-gallon canmiow LANDSCAPE Po PNYsocarpux opulijoliw'Cenmr Glow' Common Ninebmk Ig"to 24"hcyhl, 2-gallon eonm'vmr PLANTING MIX UNDISTURBED SOIL TREE PIT 3 TIMES THE BALL DIAMETER OR AS SHOWN ON THE PLANS TREE PLANTING DETAIL NTS SHRUB PLANTING DETAIL NTS SOIL SPECIFICATIONS FOR PLANTING AREAS LEGEND — — — — EXISTING PROJECT BOUNDARY — — ABUTTING PROPERTY LINE — BUILDING SETBACK — — — — — — — 6 —�- EXISTING GROUND CONTOUR EXISTING TREE LINE ----UHW EXISTING UTILITY POLE AND OVERHEAD WIRE ......... __ — _, _S_ EXISTING SEWER LINE ----———-W------ EXISTING WATER LINE _—yy PROPOSED WATER LINE _......__.____....,_._-S_..,_.,_.._........ PROPOSED SEWER LINE 315 PROPOSED CONTOUR NEW TREE LINE 1. LANDSCAPE BACKFILL SHALL BE PREMIXED. CONSISTING OF APPROXIMATELY 50% TOPSOIL. 25% COMPOST, AND 25% NATIVE SOIL. IN CASES WHERE THE NATIVE SOIL MEETS THE TOPSOIL SPECIFICATION, THE PROPORTIONS OF NATIVE SOIL MAY BE ADJUSTED UP TO T . 2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOILOCCURS AT LEAST 4 INCHES DEEP. TOPSOIL SHALL NOT BE OBTAINED FROM WETLANDS. TOPSOIL SHALL BE LOOSE, FRIABLE. FREE OF ROOTS, NOXIOUS WEEDS, STONES LARGER THAN 1 INCH, AND OTHER DEBRIS. 3. ALL IMPORTED SOIL SHALL BE REASONABLY FREE FROM ROOTS, HARD CLAY, COARSE GRAVEL, STONES LARGER THAN TWO INCHES IN ANY DIMENSION, NOXIOUS MEW, TALL GRASS. BRUSH, STICKS, STUBBLE. AND ANY MATERIALS THAT WOULD BE DETRIMENTAL TO HEALTHY VEGETATIVE GROWTH. 4. SOTH TOPSOIL AND SUBSOIL SHALL HAVE A TEXTURE OF FINE SANDY LOAM PER THE USDA TEXTURALTRMNGLE AND CONFORMING TO THE FOLLOWING SPECIFICATIONS: SIEVE NO, %PASSING T 100 10 5 iw w 80 SG O 100 20.40 200 tOJO 2^ THICK SHREDDED HARDWOOD MULCH A CLAY LESS THAN 10% MINIMUM OF 2"FROM STEM PH 5.5 TO 7.0 ORGANIC MATTER TOPSOIL: 10 -15%. SUBSOIL: LESS THAN 10% LANDSCAPE PLANTING MIX MEATS FOR COMPOST. THE COMPOST 5. COMPOST SHALL BE FREE OF WEED SEEDS AND COMPLY WITH EPAREQUIREMENTSNO O NOT SHALLHAVE ALODGE ANDRI GRANULAR TEXTURE, AND SHALL POSSESSNO OBJECTIONABLEODORS. AND UNDISTURBED SOIL RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED.MENTS)POST WITH TABLE IXALL FROM E VTRACOMPLY ECIFICATI (PHYSICAL PROPERTIES I EPA COMPOST MATERML REODREMEMS) OF THE VTRANB STANDARD SPECIFICATIONS BREAK APART EDGE OF FOR C NSTRUCTION. EXCAVATION WITH S. TO ASSURE THE GROWTH OF TREES,SHRUBS, AND OTHER PUNTS, THE SOIL MUST NOT BE COMPACTED. ANY SHOVELANDBLEND AREAS OF INADVERTENTLY COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING A SUBSOILER, CHISEL PLOW, LANDSCAPE PLANTING MIX ORGY EXCAVATIONANDREPLACEM WWITHUNCOMPACTEDSOIL.DONOTMW EOMPMENTONTINESOILAFTER WITH EXISTING SOIL TO IT HAS BEEN PLACED OR DECOMPACTED. FINE GRADING AND PUNTING OF SPECIFIED LANDSCAPING MAY BE DONE PROVIDE SOIL TRANSITION USING LOW GROUND PRESSURE EQUIPMENT, IF THIS CAN BE ACHIEVEDWATHOUT COMPACTION. PLACE ROOTBALL ON T. DO NOT STOCKPILE SOIL OR COMPOST IN WET OR MUDDY CONDITIONS. PROVIDE EROSION CONTROL TO PREVENT UNEXCAVATED OR TRANSPORT OF SEDIMENT OR CUST AWAY FROM THE STORAGE AREA. TAMPED SOIL 8. SOILS WITIANTHE FULLSPECIFIEDDEPTHSHALL HAVE A BULK DENSITY NOT EXCEEDING 1591eme. SOILS SHALL EXHIBIT THE FOLLOVNG CONE PENETROMETER READNGS: -SURFACE RESISTANCE -LESS THAN 110 PSI (T.T kgicm� -SUBSURFACE RESISTANCE -LESS THAN 2W PSI (18('V4cm') 9. SOIL OUAUTY AND DEPTH SHALL BE ESTABUSHED TOWARD THE END OF CONSTRUCTION AND ONCE ESTABUSHED, SHALL BE PROTECTED FROM COMPACTION. EROSION. AND OTHER DETRIMENTAL INFLUENCES THROUGH THE END OF CONSTRUCTION. RECEIVED JUL 2 3 2015 City of So. Burlington GENERAL CONSTRUCTION NOTES 1. ALL WORK AM WTERMLS SHALL BE IN AMORMWE WITH TIE WTEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION 2008, THE MANUAL ON UNIFORM TRAFFIC CONTROI. DEVICESDIXG EDITION, THE SOUTH BURLINGTON PUBLIC WORKS SPECIFICATION REQUIREMENTS AND THESE PUNS. 2, THE CONTRACTOR SHALL CONTACT ALL UTIUTIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND UNES, THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT 138834 nn (1 E8S-DIGSAFE) S THE CITY OF BURLINGTON AT(802)8855831) PRIOR TO ANY EXCAVATION. 3. UTIUTES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBUC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES. SOILS, VEGETATION. PAVEMENT AND STRXMRES NECESSARY TO CONSTRICT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. WE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL. DEBRIS AND TRASH FROM THE SITE UPON COMPLETON OF CON MUCndJ, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DUSTCREATEDAS A RESULT OF CONSTRUCTION DOES NOT CREATE A MIISANCE OR A SAFETY HAZARD. WHERE ANDMEN MEMO NECESSARY BY TIE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS MST CONTROL. 6. ANY SURFACES. UNES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY WE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. T. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED ASA CONDITION OF STATE AND LOCAL PERMITS. ITISRECOMMENDED TMTMMMXU ONOFTHEIMPROVEMENTSDETAILEDONTHESEPLANSBE OBSERVEDBY LAMOUME SDIMNSONCONSULnNGENGINEERSINC.(LID)TODETERMINEIFTHEWORKIS BEING PERFORMED IN ACCORDAMEWITH THE APPROVED PLANS AND SPECIFICATIONS. UD WANES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE PUNS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN TIE PLANS ADD SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITGUT UUI PRIOR KNOWLEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATON OF THE WORK AND TESTING IN PROGRESS. 8. FOR ANY WORK WITHIN THE PUBLIC RIGHTOF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WALL BE REQUIRED AT NIGHT, DURING PEAK410 M, AND WHENEVERPOSSIBLEDRINGACMALCONSTRUOTIONACPVIn ES. TEMPORARYCONSTRUCTIMSIGNSAND TRAFFIC CONTROL SIGNS SHALL BE ERECTED SY THE CONTRACTOR IN AMORMNME VATH STATE AND CITY STANDARDS, B. TO ASSURE COMPUANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, BEGINNING INSTALLATION OF ANY UTILITIES, BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS. PAVING, AM FINAL INSPECTION. 10. TOPSOIL SHALL BE STOCKPILED, SEEDED, AND MULCHED UNTIL REUSED. SILT FENCE SHALL SE PUACED AND STAKED CONTINUOUSLY AROUND THE MWHSLOPE PERIMETER OF THE TOPSOIL PILES. 11. HEALTHY EXISTING TREES AS SHOWN ON THE SITE PLAN TO BE SAVED SHALL BE PROTECTED BY THE CONTRACTOR, 12. OPEN CUT AREAS SHALL BE MULCHEDOUTSIDE OF ACTUAL WORK AREAS, AND SILT FENCE SHALL BE EMPLOYEDTO CONFIDE SHEET WASH AM RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY WE ENGINEER. 13. AT COMPLETION OF GRADING, SLOPES. DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 14. AU-MLLSHALLBEPIACEDWSINCHUFTSAW THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM ORIN STANDARD PROCTOR UNLESS OTHERWISE SPECIFIED. LANDSCAPE SPECIFICATIONS TREE AND SHRUB PLANTINGS 1. ALLPIANTMATERIAWSHALLWNFORMTOTHEINTERATIOMLSOCIETYOFARBORIMLTUE PRINCIPALSANDPRACTICESOFPL4NDNGMEESANDSHRUBS, ANDTHEMOSTRECENTVERSIONOF THE AWRICAN STANDMO FOR NORSERYSTOCK -ANSI M.1. 2. CONTRACTOR SHALL STAKE ALL PUNT LOCATIONS AND THE ENGINEER SWILL APPROVE PRIOR TO INSTALLATION. 3, CONTRACTOR SHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AM DRYING WINDS. PLANTS TWAT ARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL SE KEPT SHADEDAN) PROTECTED WITH SOIL, BARK MULCH OR OTHER ACCEPTABLE NMTERIALANEI REGULARLY WATERED. 4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGRWND UTILITIES ARE LOCATED TO AVOID INTERFERENCE. 5. STREET TREES TO ARRIVE FROM NURSERY WITH S FEETI2 METERS BETWEEN THE FINISHED GRADE AND THE FIRST TREE BRANCH. 8, DO NOT PRUNE THE TREES OR SHRUBS AT PUNTING. PRUNE ONLY MADOR CRUSHED ROOTS AND DEAD OR 1 W URED BMNCHES. T. TREES SHALL HAVE A MINIMUM 50%LIVE CROWN RATIO, 8. EACH TREE AND SHRUB MUST BE PLANED SUCH THAT THE ROOT PURE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF WE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES AND SHRUBS SO THAT THE MIN ORDER ROOTS ARE AT FINSHED GRAM. M NOT COVER THE TOP OF THE ROOT BALL WTH SOILOR MUCH. S. EXAMINE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRMNG. 10. FORA LL TREESANDSHRUBS: CUT AND REMOVE WARE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP MOP ROOTBALL AFTER PLACEMENTIN PLANING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNMETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PUNTING PIT. 11. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PLANT MIX WITH EXISTING SOIL TO PROVIDE SOIL TIANSInON. 12, TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF W. SHRUB PLANTING PIT SHALL HAVE A 24'MINIMUM DEPTH. THE TREE PIT AREA SHALL HAVE THE PLANT MIX SPECIFIEDBELOW. 13. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMNED BY THE ENGINEER. STAKES SHALL BE REMOVED BY TILE CONTRACTOR AT THE END OF TIE WARRANTY PER OD. 14. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: 113 PART COMPOST, M PARTS TOPSOIL PLANT MIX M BE MSTEDAND APPROVED FOR OWUTY BY ENGINEER PRIOR TO INSTALLATION. THE CORRECT GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT LIMITED TO, THE FOLLOWING MANUFACTURERS: INTERVALE COMPOST PRODUCTS, VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY. 15. FOLLOWING PLANTING, FERTILIZER AND MYCORRHIAL FUNGI SHALL BE APPUED TO TREES AND SHRUBS. M ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A UGHT LAYER OF HEMLOCK OR PINE BARK MULCH, MAXIMUM MAXIMUM OF r TACK, W PLANNING BEDS. NG DYED MULCH YWU- BE ACCEPTED. 17. WATER ALL TREES AND SHRUBS THOROUGHLY ONCE PLANTED TO PULL SOILS AGAINST ROOT BALL AND SETTLE AIR POCKETS, ADDITIONAL SOIL MAY BE NEEDED: WATER AGAIN TO ENSURE COMPLETE COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADMCENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLED AROUND PLANTS. 18, CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 19. CONTACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALLLANDSCAPE PI.ANINGSANGSHALL INCUXJE PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND F=CIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE DURING CONSTRUCTON AND WARRANTY AND UNTIL ACCEPTANCE. CONTACTOR SHALL WATER ALL PLANTINGS DAILY. 20. ALLLANDSCAPEPLANTSSHALLBE GUARANTEEDFORAMMODOFT YEAM6 ERPIANTING. ) 1 1/7 THICK VMI NS TYPE III WEARING COURSE 2-THICK VMANS TYPE II BASE COURSE IS.I I SLOPE TO MATCH FINISH -� MIRAFI S(OX GEOTEXILE GRADEOFPAVEMENT FABRIC OR EQUAL DENSE GRADED CRUSHED GRAVEL NTRANS SPEC. 704.065A) NEW TYPE B CAST-INPLACE CONCRETE CURB ALL JOINTS SHALL BE THOROUGHLY W TYP, CLEANEDAND COATED WITH EMULSIFIED \ ASPHALT PRIOR TYPE It STONE TO PAVING (VTRANS SPEC. 7MINiA) SUBBASE TO DAYUGHT SELECT NATIVE SOIL, GANLAAR BORROW. 1. IN ALL AREAS WHERE UNSTABLEIINSUTABLE SUBGRADE SOILS ARE PRESENT TINE SUEGRAOE SHALL OR SAND BORROW IN AREAS WHERE FILL IS BE OVER -EXCAVATED TO REMOVE THE UNSUITABLE MATERIAL AND BACKFILLEO WITH SAND BORROW NEEDED TO REACH SUBGRAOE ELEVATION OR SELECT NATIVE MATERIAL. 2. SUBGRADE SOIL AND NEW CRUSHED GRAVEL SHALL BE ADEQUATELY COMPACMDTO NOT LESS THAN 9- OF THE OPTIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM ORML 3. THE SUBGRADE SHALL BE OBSERVED BY LAMOUIREUX S UCKINSON PRIOR TO PLACEMENT OF FABRIC AND GRAVEL. A TRUCK TEST MAY BE REQUIRED IF QUESTIONABLE SOIL IS ENCOUNTERED, TYPICAL DRIVE & PARKING AREA CROSS SECTION TAR CUSS B CONREM 12'RAdUS PEI IV TURF ESTABLISHMENT TYPICAL TAPERED CURB NTS ALL DISTURBED AREAS THAT DO NOT HAVE AN IWE-1-8 SURFACE (PAVEMENT, SIDEWALKS. ROOFS) SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER 1. ANY WORT( PERFORMED AFTER SEPTEMBER 15 OF EACH YEAR SHALL BE STABIUMD WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL BE IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS IN THE SPRING. PLACEMENT OF TOPSOIL, AND THE APPUCATON OF SEED, FERTILIZER, UME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. AMINIMUM OF 4" OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENTOF 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 OBJECTONAL MATERIAL SHALL BE REMOVED. 2. SEEDWXTURESSHALLCWFORMTOTHESEEDMIXTABLESHOWNON THIS SHEET AND BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1, WINTER RYE SHALL M OVERSEEMD AT AN APPUCAnON RATE OF IM POUNDS PER ACRE. 3. FERTIUZER SHALLCONFORMTO THE STANOMMOF MFASSOCIATIONOF OFFICIAL AGRICULTURAL CHENSTSAND BE APPUED ONLY AFTER PERFORMING A SOIL TEST AND BE APPUED BASED UPON SOIL DEFICIENCIES, UME SHALL ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST. 4. WITHINNHOURSOF APPLICATIONOF SEED, FERTUZERANIUMBTIE SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. 5. THE CONTACTOR 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 UMERLYIW SOIL UNDER ALL CONDITIONS OF PREaRTATON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AM CARING FOR SEEDED. MULCHED, AND AREAS OF ESTABUSMD VEGETATION UNTIL MML ACCEPTANCE OF THE WORK BY THE OWNER. URBAN MIX GRASS SEED 11 BY WEIGHT LBS. LIVE SEED PER ACRE TypE OF SEED 3T.5 45 CREEPING RED FESCUE 31.25 37.5 KENTUCKY BLUEGRASS 31.25 375 WINTER HARDY, PERENNIAL RYE 100 IM # WE SEED PER ACRE 1/4"RADIUS 1/2"RADIUS ' •^t� PAVEMENT 18' CLASS 8 CONCRETE END AREA = 0.94 S.F. CONCRETE CURB NTS NOTES: 1) MRBIM SHALL SE CONSTRUCTED IN 1U SECTIONS WITH 1S" JOINT BETWEEN SECTIONS 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY W ANDSHALL BE CONSTRUCTEDOFMATERIALCONFORMINGTOAASNTODESIGNATIONWIW(IWSP WE RUBBER OR CORK). 3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,50(1 PSI AT N DAYS. SHALL BE AIR ENTRAINED AT HOT LESS THAN 5%AND NOT MORE THAN M. AND SHALL HAVE MINIMUM 20%FLY ASH CONTENT. TWO MULCH A MINIMUM OF T FROM STEM REMOVE BURLAP FROM TOP M OF ROOTBALL. AFTER PLACEMENT IN PLANTING PIT, LOOSEN REMAINING SURIAPTOALLOW FOR ROOT DEVELOPMENT UNDISMRBW PLANTROOTBALLON ! 1 �" '1'--+++ �� WITH SHPMT EDGEOFEXCAVATION PLACE ROTEDOR _ BRNBHOVELAND BLENDPLANTMIX TAMPED SOIL WITH DDBTING SOIL TO PROVIDE SOIL 9 TIMES THE ROOTBALL TRANSITION DIAMETER SHRUB PLANTING DETAIL NTS TREE PLANTING DETAIL NTS PLUMB TREE TRUNK r THICK MULCH A MINIMUM OF W FROM TREE TRUNK PLACE ftCOT BALL ON TAMPED PLANTMIXOR UNDISTURBED SOIL TREE FIT UNDISTURBED SOIL EXISTING BIT. 1 THICKNESS OF EXISTING PAVEMENT OR MIN. r A MINIMUM OF I IZ OF TYPE III OVER 210 OF TYPE II BASE COURSE EXISTING BIT. PAVING ON ONE OR BOTH SIDES JIT4CKNESS OF EXISTING GRADED I Vo o O EXISTNG OR 18'MININXJM DENSE GRADED III, IGRAVEI VASE CRUSHED STONE PER VT. STATE SPEC. 704.W TRENCH I I� EXCAVATION , REPLACEMENT of EXISTING BITUMINOUS PAVEMENT 1R PUBUC r-1 MIN - I WIDTH OF e o, e ROADWAY '+ABC SG MIN 1 �s�' IPsUBLIC StrG S�-WAY NOTES: PLAN 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTSUF MAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDOR CLEANCLITOF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED. SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECESSARY TO CONTROL DUST DURING THE SUMMER. 3, PR(VIM APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PIAUC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT NTS 4-OF TOPSOILANDGRASS COVER 8' CRUSHED GRAVEL FOR SUBBASE 5' THICK CONCRETE SIDEWALK g (VAOT 1-D5A FINE) S.2%MAXIMUM EARTH BORROW -�1 EXISTING GROUND TYPICAL CONCRETE SIDEWALK GRADATION REQUIREMENTS SIEVE PERCENT (%) MATERIAL SIZE PASSING SAND CUSHION -VT SPEC MM 2" 100% 11rz' 90-100% 1Iz' TO-100 % M 60.100% 91. 0-20 % #2W 0-8% CRUSFEDGRNVELFORSUBBASE 2" Im% VT SPEC 704.0S FINE 111r 90.100% xa 3o-Ba % III. D12% IQ 0.6% DENS EGRADEDCRUSHEDSTONE 311T, 100% VT SPEC T04.06 3' 90-100% r 1" Ts1o0% 5050% t12' 30-Bp% p2W 04i% JUL 2 3 2015 City of So. Burlington N v Ln CD LEI CD N T' 1 N t\ 3 �t r-i O '-H 3 G 0 `7 N d 322 320 318 316 314 312 310 308 306 304 FINISHGRADE BACKFILL WITH APPROVED EXCAVATEDMATERIAL THOROUGHLYCOMPACTED IN W LIFTS UI UNDISTURBED SOIL THE SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH ENTERED BV PERSONNEL SHALL BE p a IF COVER IS LESSTIUNSIYY, SHEETED OR SLOPED TO THE ANGLE OF REPOSE PLACE ETHICK INSULATED BOARD, WHICH IS SUITABLE -------------- FOR BURIAL OVER PIPE. 12" ('D' IS OUTSIDE DIAMETER OF PIPE) APPROVED ROCK FREE S" BACK ILL COMPACTED IN E LIFTS (ND STONES LARGER THAN 1 1IY DIAMETER) THE CONTRACTOR SHALLATALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISFEDAND A, READY FOR BAC-LUNG CRUSHED STONE BEDDING D+2 FEET UNDISTURBED SOIL TYPICAL SANITARY & STORM SEWER TRENCH 6 RAM ]P90A 9 vvG xp1W va uMa � Up v r SANITARY SEWER SERVICE CONNECTION NITS SANITARY & STORM SPECIFICATIONS 1) SANITARY AND STORM SEWER PIPES SIULL BE OF THE SRE ANDTYPE INDICATED ON TIE PLANS. PVC PIPE SHALL BE SDI3 35 CONFORMING TO ASTM D3 , ASTM D 12, AND ASTLI F477. CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO WIND FOR ACCGMP PIPE AND AASHTO WM TYPE SFOR POLYMERIC COATED STEEL PIPE. CORRUGATED POLYETHYLENE PIPE SHALL CONFORM TO AASHTO M294, TYPE S (SMOOTH LINED). 2) ALL NEW GRAVITY MNTARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE INFILTRATIONOREXFILTRATONINMORMTa ALLGRAVITYMNTARYSEWERS.ALL TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C828410. THE MINIMUM ALLOWED TIME FOR A PRESSURE MOP FROM 3.5 PSI T02.5 PSI SHALL SE 1.2 MINUTES PER ICAO FEET OF W SEWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST W DAYS, THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT 15%), IF THE DEFLECTION TESTIS RUN USING A RIGID BALL OR MANDREL, IT SHALL SHALL HAVE A DIAMETER EQUAL TO 95%OF THE INSIDE DIAMETER OF THE FlPEXHE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. ALL MANHOLE ANDPIMUNE MATERIALS. METHODS ANO TESTING SHALL SE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND THESE PLANS. MANHOLE FRAME 8 COVER NEE— R1842, LEBARON LC2SR OR EQUAL. FINISH GRADEFTO UP FRAME ADJUST PoM WITHCONCRETE ISER PoSERS COAT EXTERIOA.S.T.M. C4]8OF CONCRPRECASTWITHTNO(nREINFORCEDCONIC.COATSCONE ANDWATERPROORISERSEALANT T� 2 COPOLYMER I POLYPROPYLENE BOOT TYPE CIXJ EIBLTOR PLASTIC RUNGS WITH iT GRADE W STEEL NEW iS SDI— SANITARY SEWER CAST IN PLACE ATALL PIPES I I Z4' RADIUS MANHOLE REINFORCEMENT OR DOUBLE BELL COUPLING TROUGH AND SHELF NEW 15'S0R35 SPNTARY (MIN.) EQWALL UAL. 12" O.C. MAX. (USE ONLY ONE COUPLING)\ SEWER 8'O.C. MIN. - RUNG O RING RUBBER CASKET IN \ 48' ACCORDANCE WITHA.S.T.M. MANHOLE 4 C443 AND A.ST.M. G3S10R FLOW— �ij%/ i�///��% FLOW / -- COVER BUTYL ROPE B"SERVICE S.D. IREIAND WELDEDSTEEL M EXISTING IS'PVC /\ PRECAST 48' MANHOLE OR WIRE FABRIC SANITARY SEWER CAST IN PLACE APPROVED EQUAL TROUGH SLOPE TO MATCH EXISTING PIPE / SLOPE CLASS B CONCRETE CAST IN PLACE DURING MANHOLE INSTALLATION, THE CONTRACTOR SHALL PREVENT SEWAGE FROM ENTERING THE EXCAVATED AREA FROM THE IADRADIENT NEW 8" S0R35 PVC PIPE INVERT IN. SHELF RUBBER GASKET NPINGBY PROWDINGTEMPORARYBYPASS PIPING, TEMPORARYPLUGGING PROWDETROUGHTOTRANSITIONPROMNEWS' — (TYP.ALL PIPES) AND PUMPING, OR OTHER APPROVED METHODS. THE CONTRACTOR SMALL PIPE TO MAIN TROUGH I �� 2' RISE (MAX) INSURE THAT UNINTERRUPTED SERWM IS MAINTAINED, AND THAT SEWAGE DOES NOT BACK UP INTO EXISTING BUILDINGS, Pn CHANNEL SUTABLE BACKFLL �e"SDR95PVC Dl2 VARIABLESTANDARD NEW SEWER MANHOLE INSTALLATION DETAIL MANHOLE CHANNEL OW LENGTHS (2,384FT.) NITS NITS 12" 4 kl� .. I S. PRECAST) �Xe TO 1 IQ -CRUSHED MONOLITHIC C4 6' O C. STONE BEDDING. CONCRETE BASE MN, EACH WAY EXTENDBEDDING TO Y HEIGHT. UMTS OF EXCAVA PON. PRECAST SEWER MANHOLE DETAIL NEW SANITARY FINISH GRADE EXISTING GROUND 2O5 LF NEW 6"5 R _ UNIT 1 SERVICE UNIT 2 SERVICE UNIT 3 SERVICE UNI 4 SERVICE DATUM ELEV 300.00 10+00 11+00 SANITARY SEWER SERVICE PROFILE 1' • 10' VERT. AND H0R12. 12+00 324 322 320 318 316 314 312 310 308 306 304 302 300 P FINISH GRADE PROVIDE WATERTIGHT BRASS OR CAST IRON CAP AS NOTED ON NINE CAP INV.ELEV.FDI- DETAIL OF SANITARY SEWER CLEANOUT NITS RECEIVED JUL 2 3 2015 City of So. Burlington SEE PLANS FOR GRADING, SIDESLOPES SHALL BE 3H:1V 5' MINIMUM 4" LOAMY SANOTOPSOIL 21R" O CRUSHED STONE WHERE AREAS OFSILTYLOAMEXISTAT-'�`%T`/T`/�`%a` 21/Y'O CR USHED STONE THE BOTTOM OF THE INFILTRATION BASIN, THE BOTTOM SHALL BE OVEREXCAVATED MIRAFI 140 GEOTEXTILE AND THE MATERIAL REPLACED YATHONSITE SURROUNDING CRUSHED STONE SANDY LOAM OR GRAVELLY LOAM BORROW WITH MINIMUM 24" OVERLAP ATTOP TYPICAL INFILTRATION BASIN SECTION NTS INFILTRATION BASIN CONSTRUCTION NOTES 1. THROUGHOUT ALL CONSTRUCTION ACTIVITIES, THE OPERATION OF HEAVY EQUIPMENT OVER THE AREA OF THE PROPOSED STORMWATER INFILTRATION BASINS SHALL BE RESTRICTED TO PREVENT COMPACTION OF THE UNDERLYING SOILS AND REDUCTION OF THE SOIL PERMEABILITY. IF EQUIPMENT MUST BE USED IN THE INFILTRATION BASINS FOR BUILDING OR UTIUTY CONSTRUCTION, A MINIMUM OF 2 FEET OF OVERBURDEN SHALL BE IN PLACE TO MINIMIZE COMPACTION OF THE UNDERLYING SOILS. 2. DURING EXCAVATION FOR THE INFILTRATION BASINS, THE CONTRACTOR SHALL TAKE CARE TO PREVENTOOMAMNATON OF THE NATIVE SOILS WITH SEDIMENT OR FILL MATERIAL. THE STORMWATER INFILTRATION BASINS SHALL NOT BE USED FOR CONCRETE WASHOUT AREAS. 3. THE INFILTRATION BASINS SHALL BE USED TO CONTROL AND INFILTRATE RUNOFF FROM THE SITE WRING CONSTRUCTION, DURING THE INITIAL EXCAVATION OF THE BASINS, THE BOTTOM SHALL BE EXCAVATED TO 8' ABOVE THE FINISH GRADE ELEVATION. AFTER CONSTRUCTION OF THE BUILDING, DRIVES, AND PARKING ARE SUBSTANTIALLY COMPLETE, THE BOTTOM OF THE INFILTRATION BASINS AM SIDESLOPES SHALL BE EXCAVATED TO THE FINISH GRADES SHOWN. THE BOTTOM OF THE BASINS SHALL SE IN NATIVE SAND. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED UPON FINAL STASIUZATION OF THE UPSLOPE CONTRIBUTING AREA. IF ANY FILL MATERIAL IS REOUIRED TO FILL VOIDS, ONLY APPROVED CLEAN NATIVE SAND SHALL BE USED. 4. A MINIMUM P THICK LOAMY SAND TOPSOIL SHALL BE PLACED OVER THE BOTTOM AND SIDESLOMS OF THE INFILTRATION BASIN. THE CONTRACTOR SHALL APPLY SOIL AMENDMENTS AS NECESSARY. BASED UPON A SOIL TEST. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A PERMANENT VIGOROUS GROWTH OF THICK GRASS THROUGHOUT THE BASIN AND CONTRIBUTING SWALES. ALL DISTURSEDAREAS SHALL BE SEEDED WITH SEED MIX AT THE SPECIFIED RATE, PRIOR TO MULCHING. ///—DEPTH VARIES -PROVIDE MINIMUM OF 17. SLOPE TOWARDS EXISTING BERM AS NECESSARY TO MAINTAIN DRAINAGE STRUCTURE AND MATCH 1W DEPTH AND 0.010 FT / FT MIN. EXISTING SWALE SLOPE IN DITCH tGROUND ORIGINAL ORIGINAL 1---------rGROUNDIGINAL PROVIDE S' TOPSOIL 24' AND GRASS COVER TYPICAL GRASS SWALE NTS WATER PIPING SPECIFICATIONS A. INSTALLATION - PIPES, FITTINGS, AND ACCESSORIES SHALL BE CAREFULLY HANDLED TO AVOID DAMAGE. PRIOR TO THE DATE OF ACCEPTANCE OF THE PROJECT NARK BY THE OWNER, THE CONTRACTOR SHALL REPLACE ANY NEW PIPE OR ACCESSORY FOUND TO BE MFECTNE AT ANY TIME, INCLUDING AFTER INSTALLATION, AT NO EXPENSE TO THE OWNER. ALL INSTALLATION AND TESTING SHALL BE DONE IN ACCORDANCE W TH AMA STANDARD CAW AND ANSI SPECIFICATION A21.11. ALL PIPES SHOWING CRACKS SHALL BE REJECTED. IFCRACKSOCCURINTHEPIPE.THE CONTRACTOR MAY. AT HS OWN EXPENSE ANDWITH THE APPROVAL OF THE ENGINEER, CUT OFF THE CRACKED PORTIONS AT A POINT AT LEAST TWELVE INCHES (12') FROM THE VISIBLE LIMITS OF THE LACK AND USE THE SOUND PORTIONOF THEPIPE. ALL PIPES AND FITTINGS SWILL BE CLEARED OF ALL FOREIGN MATTERAND DEBRIS PRIOR TO INSTALLATION MO SHALL BE KEPT CLEAN UNTIL THE TIME OF ACCEPTANCE BY THE OWNER. AT ALL TIMES, WHEN THE PIPE LAYING IS NOT ACTUALLY IN PROGRESS, THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY TEMPORARY WATERTIGHT PLUGS OR BY OTHER APPROVED MAW. IF WATER IS IN THE TRENCH WHEN WORK IS RESUMED, THE PLUG SHALL NOT BE REMOVED UNTIL ALL DANGER OF WATER ENTERING THE PIPE HAS PASSED. THE PIPE SHALL BE INSTALLED IN TRENCHES AND AT THE UNE AND GRADE SHOWN ON THE CONTRACT DRAWINGS. ANY DEFLECTION JOINTS SHALL BE WITHIN THE LIMITS SPECIFIED BY THE MMUFACTURER. ALL PIPING ANDAPPURTENANCES CONNECTED TO THE EQUPMENT SHALL BE SUPPORTED SO TWIT NO STRAIN WILL M IMPOSED ON THE EQUIPMENT. IF THE EQUIPMENTMANUFACTURERS SPECIFICATIONS INCLUDE THAT PIPING LOAM ARE NOT TOM TRANSFERRED. THE CONTRACTOR SHALL SUBMIT CERTIFICATION OF COMPUANCE. IMENEVER SEWERS CROSS LMMR WAMRMAINJS, TIE WATER LAIN SWILL BE LAG AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATERMAIN M AT LEAST 181NCHES ABOVE THE TOP OF THE SEWER, THIS VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTON OF THE WATERWIN LOCATED WITHIN TEN FEET (107 HORIZONTALLY OF ANY SEWER ITCROSSES. TIERS SHALL BE NO PHYSICALCONNECTIONBETWEENTIEDISTRIBUTIONSYSTEMANDANYPIPES,PUMPS,HY WS,ORTANKSWHICH ARE SUPPLIED OR MAY M SUPPLIED WITH WATER THAT IS, OR MAY BE, CONTAMINATED, IN INSTANCES WHERE THE USE OF DIFFERENT TYPES OF PIPE REQUIRE JOINING. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY ADAPTERS. ALL TREWHING SAFETY STANDARDS SHALL BE IN CONFORMANCE LATH ALL APPUCABLE STATE AND FEDERALGUIDEUNES AND AS SPECIFIED ON THE PLANS. THE CONTRACTOR SHILL, AT ALL TIMES, KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFI W NG. AFTER THE VARIOUS PIPELINES HAVE BEEN INSTALLED, THE TRENCHES AND OTHER AREAS TOM FILLED SHALL BE SACKFIMED TO SUBGRADE WITH, WHEREVER POSSIBLE, MATERIAL EXCAVATED FROM THE TRENCH. NO SACKFIMING WILL BE ALLOWED UNTILANY CONCRETE MASONRY HIS SET SUFFICIENTLY, AS DETERMINED BY THE ENGINEER. ALL MATERIAL FOR BACKFIWNG SHALL BE FREE OF ROOTS. STUMPS, AND FROST. MATERIALS USED FOR BACKFIWNG TRENCHES SHALL BE FREE OF STONES WEIGHING OVER W POUNDS. NO STONES MEASURING OVER ONE ANDONE-IALF INCHES (1 121 IN THE LONGEST DIMENSION SHALL BE PLACED WITHIN ONE FOOT (1) OF THE PIPELINE BEING BACKFIMED. BACKFILL FOR ALL PPEUWS SHALL BE PLACED IN SIX INCH W) LAYERS, EACH DYER BEING THOROUGHLY COMPACTED TO NOT LESS THW %PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY TIE AA WH Tb STANDARD PROCTOR. PARTICULAR PRECAUTIONS SHALL BE TAKEN IN THE PLACEMENT AM COMPACTION OF THE BACKFILL MATERIAL IN ORDER NOT TO DAMAGE THE PIPE OR STRUCTURE. THE MCKFILL SHALL BE BROUGHT UP EVENLY, ALL WATER UWS SHALL SE INSTALLED WITH A MINIMUM COVER DEPTH OF SIX (6). SURPLUS EXCAVATED MATERIALS NOT USED FOR BACKFILL SHILL BE DISPOSED OF IN A MANNER SATISFACTORY TO THE ENGINEER. ALL SURPWS MATERIAL OR SPOIL SHALL BE REMOVED PROMPTLY AND DISPOSED OF W AS WT TO SE OBJECTIONABLE TO ABUTTERS OR TO THE GENERAL PUBLIC. VALVE BOXES ARE TO BE INSTALLED W ALL BURIED VALVES. THE BOXES SHALL BE CAST IRON LATH A MINMUM FIVE AND ONE -FOURTHS INCH (51/4-) DIAMETER AND LONG ENOUGH TO EXTEND FROM THE VALVE TO FINISHED GRADE. THE BOXES SHALL ENCLOSE THE OPERATING NUT AND STUFFING BOX OF THE VALVE. VALVE BOXES SHALL NOT TRANSFER LOADS INTO THE VALVE. COVERS SHALL BE CLOSE FITTING AND DIRT -TIGHT WITH THE TOP OF THE COVER FLUSH WITH THE TOP OF 111E BOX RIM. CWERS SHALL BE MARKED VATER' WITH AN ARROW INDICATING THE DIRECTION OF OPENING. VALVE BOXES SHALL BE THREE PIECE SLIP -TYPE. THE CONTRACTOR SHALL PROVIDE A STABLE, TEMPORARY PVC MARKER APPROVED BY THE ENGINEER AT ALL GATE VALVES, CURB STOPS, AND AT THE END OF WATERUNES TO A POINT SIX INCHES (T) ABOVE FINISH GRADE. WE MARKER SHALL BE SEATED SECURELY INTO THE GROUND. NATNE SAND OR LOAMYSAND B. FIELD TESTING .EXOEPTAS OTHERWISE DIRECTED. ALL PIPELINES SHALL BE TESTED. PIPEUNESIAIDINEXCAVATON OR BEDDED IN CONCRETE SHALL BE TESTED PRIOR TO BACKnUUNG OR THE PLACING OF CONCRETE, ANDANY EXPOSED PIPING SHALL BE TESTED PRIOR TO FIELD PAINTING. THE CONTRACTOR SHALL FURNISH ALL GAUGES, TESTING PLUW. CAPS, AND ALL OTHER NECESSARY EQUIPMENT AND LABOR TO PERFORM LEAKAGE AND PRESSURE TEST IN SECTIONS OF AN APPROVED LENGTH. EACH VALVED SECTION OR A MAXIMUM OF ONE THOUSAND FEET(1,0M) OF THE PIPE SHALL BE TESTED. ALL WATER REQUIRED FOR TESTING SHALL BE POTABLE. ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER. FOR THE PRESSURE TEST, THE CONTRACTOR SHALL DEVELOP AND MAINTAIN 2W POUNDS PER SQUARE INCH FOR TWO HOURS. FAILURE TO HOLD THE DESIGNATED PRESSURE FOR THE TWO-HOUR PERIOD CONSTITUTES A FAILURE OF THE SECTION TESTED. THE LEAKAGE TEST SHALL BE PERFORMED CONCURRENTLY WITH THE PRESSURE TEST, WRING THE TEST. THE CONTRACTOR SWILL MEASURE THE OUANTTY OF WATER REQUIRED TO MAINTAIN THE TEST PRESSURE. LEAKAGE SHALL NOT EXCEED THE QUANTITY GIVEN BY: L SD(SOUAREROOTOFP)14 YWR;RE: L • LEAKAGE IN GAWONISMOUR S LENGTH OF PIPELINE TESTED D DAMETEROFPIPEININCHES P • AVERAGE TEST PRESSURE IN PSI ALL TESTING SHAM BE CONDUCTED IN ACCORDANCE LATH AMA CF00 LATEST REVISION. SHOLADANY SECTION OF THE PIPE FAIL EITHER THE PRESSURE OR LEAKAGE TESTS, THE CONTRACTOR SHALL DO EVERYTHING NECESSARY TO LOCATE AND REPAIR OR REPLACE THE DEFECTIVE PIPE, FITTINGS, OR JOINTS AT NO EXPENSE TO THE OWNER. C. DISINFECTION- CHLORINATION OF THE NEWSERVICE SWILL BE WNDUCTEDONLYAFTERTHE SERVICE HAS BEEN FLUSHED AND A CLEAR STREAM IS OBTAINED AS DETERMINED BY THE ENGINEER. THECONTRACTORSHAMFURNISH ALL LABOR. EQUPMENT, MATERIALS, AND TOOLS NECESSARY TO DISINFECT THE PIPE AND APPURTENANCES IN ACCORDANCE WITH THE AMA STANDARD FOR DISINFECTING WATERLANS, G 1, WITH THE EXCEPTION OF THE TABLET METHOD. THE METHOD OF DISINFECTION SHALL BE BY THE CONTINUOUS FEED METHOD UNLESS OTHERWISE APPROVED BY THE ENGINEER. AFTER FILLING FLUSHING, AND THE ADDITION OF CHLORNE SOLUTON. THE FREE CHLORINE CONCENTRATION WWIN THE PIPE SHALL BEAT LEAST 25 MGL. THE CHLORINATED WATER SHALL REMAIN IN THE MAIN FORA PERIOD OF AT LEAST U HOURS. AT THE END OF THIS PERIOD, THE TREATED WATER IN ALL PORTIONS OF THE MAIN SHALL NOT HAVE A RESIDUAL OF LESS THAN 10 MGL OF FREE CHLORINE. ALL DISINFECTION SWILL BE PERFORMED URGER THE SUPERVISION OF THE ENGINEER. THE DISINFECTION PROCESS SHALL SE DEEMED ACCEPTABLE ONLY AFTER (2) SAMPLES OF WATER FROM THE FLUSHED, DISINFECTED MAIN TAKEN BY THE ENGINEER AND TESTED AT AN APPROVED LABORATORY SHOW NO EVIDENCE OF BACTERIOLOGICAL CONTAMINATION. DISINFECTION SHALL CONFORM TO THE LATEST AMA "5/ REVISION. THE PPEUNE ANDAPPURMNANCES STALL BE W NTAINED IN AN UNCONTAMNN MD W MTION URIL FINALACCEPTANCE. DISINFECTON SHAM BE REPEATED WHEN AND IMERE REQUIRED AT NO EXPENSE TO THE OWNER MT11-FINALACCEPTANCE BY THE OWNER. Q. FROST PROTECTION OF SWALLOW WATERLINES- WATERLINES WITH LESS THAN SIX FEET(6) OF COVER OVER THE CROWM,ORWHEREINDIC MOONTHEPLANS,SHALLSEPROTECTEDAGAINSTFREEZINGBYINSTALLATIONOFTHREE INCH (n THICK STYROFOAM SM INSULATING SHEETS WITH A TOTAL WIDTH OF FOUR FEET (4) OR TAPIICE THE PIPE DIAMETER. WHICHEVER IS GREATER. WE SHEETS SHALL BE PLACED SIXINCHES(W')ABOVETHECROWNOFTHEMAIN AFTER COMPACTION OF THESIX INCH UFT IMMEDIATELY ABOVE THE CROWN. CARE SHALL BE EXERCISED BY WE CONTRACTOR WRING BACKFILL AND COMPACTION OVER THE STYROFOAM SHEETS TO PREVENT DAMAGE TO THE SHEETS. STYROFOAM SM SHEETS SHALL MEET THE COMPRESSIVE STRENGTH REQUIREMENTS OF ASTM D1W.M AND SHALL Be AS MANUFACTURED BY DOW CHEMICAL COMPANY, MID"72. MICHIGAN, OR EOUNALENT. IN NO CASE SHALL THE WATERUNES HAVE LESS THAN FOUR FEET (4) OF COVER OVER THE TOP OF THE PIPE, MOM NOTES 1) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WTMN WETLAND AND BUFFER ZONE. 2) PRIOR TO BEGINNING OF CONSTRUCTION OR EARTH MOVING, THE CONTRACTOR SHALL INSTALL A CONTNUOUS SILT FENCE AT THE LIMIT OF DISTURBANCE SHOWN ON THE SITE PLAN. 3) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY, GRANUTAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN FROZEN NATIVE MATERIAL. 4) THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED. TEMPORARY SILT FENCE SET CURB BOX JUST INSIDE R.O.W FLUSH NTH FINISH GRADE MINIMUM 3'4' PE TUBING r GOOSENECK / WMLECTFIM AROUND COPPER TUBING � PROPERTY LINE - OPERATINGR TAINLESS STEEL ERIE CURB BOX - 34' CURB STOP TEMPORARY PUIG 2' WATER WIN 14'CORPORATION LACEDOOUCONCRETE ELOCK PLACED ON UNDISTURBED EARTH INDIVIDUAL UNIT WATER SERVICE DETAIL NTS FOR SEPARATION GREATER THAN 1W, CENTER ONE FULL SECTION OF SEWER PIPE ON WATER PIPE AND ENCASE ENDS IN CONCRETE. — TYPICAL T THICK 12' EACH SIDE OF JOINT S'MIN, NEW WATERLINE CENTER ONE LENGTH OF PIPE CATCH BASIN MAINTAIN UNDER SEWER OR MANHOLE MINIMUMS HORIZONTAL SEPARATION FROM ALL CENTER ONE OF PIPE STRUCTURES OVER SEWER ER SEWER —•j NEW WATERLINE 18'MIN.• PROVIDE CRUSHED STONE BETWEEN SEWER AND WATER PIPES TO PROVIDE STRUCTURAL SUPPORT FOR WATER UNE. VERTICAL SEPARATION AT CROSSINGS: SEWERS CROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER WIN WITH AT LEAST 18-VERTICAL CLLAMNCE BETWEEN THE OUTSIDE OF THE SEWERANDTEOUMIDEOFTHEWATERMAIN. WMENITISIMPOSSIBLEOR IMPRACTICAL TO MAINTAIN THE 18' VERTICAL SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER MAIN, THE FOLLOWING CRITERIA APPLY: (A) THE CROSSINGS SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF SEWER IS CENTEREDABOVE OR BELOW THE WATER UNE MATH SEWER JOINTS AS FAR AS POSSIBLE FROM WATER JOINTS; (8) THE SEWER PIPE MUST BE CONSTRUCTED TO WATER MAIN STANDARDS FORA MINIMUM DISTANCE OF M FEET EITHER SIDE OF THE CROSSING OR A TOTAL OF THREE PIPE LENGTHS, WHICHEVER IS GREATER; (C) THE SECTION CONSTRUCTED TO WATER MAIN STANDARDS MUST SE PRESSURE TESTED TO MAINTAIN 50 PSI FOR 15 MINUTES WITHIOUT LEAKAGE PRIOR TO BACKFILUNG BEYOND ONE FOOT ABOVE THE PIPE, TO ASSURE WATERTIGHTNESS; (D) WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL SE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. SEWER / WATER SEPARATION DETAIL FOR CROSSINGS NTS BACKFIMWNH APPROVED UNDISTURBED SOIL EXCAVATED MATERIAL TH OROL ICI Y COMPACTED 0: IN S' LIFTS C a THE SIDES OF TRENCHES y y 4 FT. OR MORE IN DEPTH i a ENTERED BY PERSONNEL 00 OR SHEETED SHALLBEOTANGLE SLOPED TO THE ANGLELE OF REPOSE IF COVER IS LESS THAN PLACE 3' THICK INSULATEE D BOARD, WHICH SUITABLE APPROVED ROLL( FREE BACKFLL FOR BURIAL OVEE R PIPE. IN TFOROUGHLY COMPACTED IN B NO CASE SHALL THE PIPE LIFTS (ND STONES LARGER THAN 1 _ _ _ _ _ _ _ _ _ _ HAVE LESS THAN 4 W OF —DIAMETER 12" COVER OVER THE CROWN T "t. �1i-Y4.Tsa WATER PIPE AM TIMES THE CONTRACTOR SHALL AT THE HIES APPROVEDCLEANSAND ENT RELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFIUUNG UNDISTURBED SOIL TYPICAL WATER TRENCH RECEIVE® JUL Z32015 City of So. tt,= ILA19 a a '1 V C&TH'• LE VATION UNIT 84 NOT fO SCALE E i 1 O ORTH VA ON UNIT s3 RECEIVED JUL 2 3 2015 City of So. Burlington N = a. ^ w .❑ ti NKZ W O,0<O'Z waa❑waaww L7 N L7 Z w U U w Z W Z w w O J w S^�2 C3, 3 w,-I-c�Fq �Ir-Nq 71-❑F Z � g U Z❑ q Z W W N(LO~ MH Jo-U �❑MZMI a_wq❑Lj m❑333w 19AS: PTV, 05/ OI/ 15 1 05/ 05/ 15 2 061 2V 15 3 0l/ 02115 5 SCALE; 3/16"-1'-O" PATF, 01116115 PEAWN 13Y; �P,5 CHEOT PY; W5 ALL EL1 WA 4NBC, V \ p I✓PIT *,-,---0 MEW ®o Ll , FIR IA�O� \ . ♦ Y �°�I-fie 1 i r�e�l���®��e� �`e ear Ike I e�n� � c r�.♦ � _ �. • I�I� 7 1 I,is :�. ��_� ♦ ICJ l�A �_,__ � L � _�_��` ■rasp e �) �ii i�iNUM". OMNI fF�R1� .I o iiiiii .. I �\�� ' wca�■i��.,�wwiwwww+��, �w��ww`�wwww�` �, a� �� !I• 1 _ Err •Sif a�■�f w�w�ifn;��4ar�r —w�wwww��¢�w•�� i !•II �—.'cviT�l■�3����IriIR'��11 �I• � �zi�rL�ra��i �� ��� o,�I�iIL��i �ti�l �r�o�li�tii� � ' =���. EI� ,,�.,� _ IE�� �■�... .�I Ire � I lA�1�11 �0■III . .... �� � •� ,7,■■i�2TS���■P' �" �■■■■� � "� �■■■■cal _ .,... .,,,,, .,,,,, �����R4l9�311■■1 �r. j61lRSTlL�0,�.UNlTjl :. .. • ��y������hl�■i ��. � � � �. �� {�u■--_ Imo. �' . „_�' .� 1 J ��� ■��I���iii _��1 THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' PRIOR TO ANV EXCAVATION ANTONIO B. POMERLEAU, LLC N/F SHOPPING CENTER STONE LINED EMERGENCY OVERFLOW s r J ( P I 1 i SONRISE PARTNERSHIP, L { N/F } RESIDENTIAL } LEGEND — — EXISTING PROJEC OUNDARY 3/4" PE SERVICE PIPE — — — ABUTTING PROPERTY LINE — BUILDING SETBACK --------- �'"" EXISTING GROUND CONTOUR EXISTING TREE LINE OHW EXISTING UTILITY POLE AND OVERHEAD WIRE — — — — — — — S — — — — — — EXISTING SEWER LINE — — — — — — — W — — — — — — EXISTING WATER LINE �.. PROPOSED WATER LINE — PROPOSED SEWER LINE YY SOIL BORING- G.W. MEASURED ON 6-=15 PROPOSEDCONTOUR RICK MARCOTTE CENTRAL SCHOOL PROJECT SITE 4 / { / } i I ! APPROXIMATE LOCATION OF EXISTING WATER J B SEWER SERVICES. WHEN ENCOUNTERED DURING EXISTING BUILDING DEMOLITION, CUT /. AND CAP BOTH SERVICES. CHANG MING 6 XIANG YONG JIANG ( N/F { RESIDENTIAL GRAPHIC SCALE to .o IN FEET ) t 1-h = 10 ft. �r SIDE YARD SETBACK UNDER CURRENT 12 DISTRICT COMM1 I RESIDENTIAL ERCIAL I I OI °�1J0 i mIA 20, nID Ig �I�g+ FRONTYARD COMMERCIAL 1 I I 'g REUNDEYARD SETBACK ED Nlp FORM -BASED FORM-BASEDCODE T-3 DISTRICT 2V nl�i --- �� L SIDE YARD SETBACK UNDER PROPOSED FORM -BASED CODE T-3 DISTRICT { UNDERCURRENT {I I ITIAL 12 DISTRICT {{ 20"BUILD TO ZONE FRONT YARD SETBACK UNDER PROPOSED ' FORM -BASED CODE T-3 DISTRICT I SIDE YARD SETBACUNDER PROPOSED K FORM-BASED M-BA E CODE T 3 / SITE —0 UT IS BASED ON POSSIBLE NEW ZONING FORM BASED CODE T-3 ZONING DISTRICT JOHN L. WOLFF, III N/F RESIDENTIAL r..EN YUN POON N/F { RESIDENTIAL I NEW SEWER MANHOLE RIM ELEV = 316.4 15" INV IN = 306.26 16 INV OUT = 306.26 6.. PVC INV. IN = 306.26 THE CONTRACTOR SHALL VERIFY THE ACTUAL SIZE AND LOCATION OF THE EXISTING SEWER MAIN PRIOR TO ORDERING STRUCTURE EXISTING CURB STOP LOCATION IS UNKNOWN. CONTRACTOR SHALL ATTEMPT TO LOCATE CURB STOP, (CONTACT CITY IF NEEDED), AND CLOSE CURB STOP AND REMOVE ROD. I I I I I EP 2 8 City OT Sa (: l;; Lo' LOCATION PLAN NTS ZONING SETBACK PLAN I �r_�Kln r 31 31 l i 1 i i SONRISE PARTNERSHIP, LLP NIF RESIDENTIAL *31We1 im PLANTING SCHEDITLE Xep BrManied Nam Common N Rerrwrks Trees AF Acerxfresmanll "Autumn Fanemy' Fmemen Mnpk 2 I2" adipaA B&B AR Aeer rubrnm'Aunrmn Fbme' Red Maple 21/2'caliper, BBB AL Amebxhier laevis 5wwcbad'or Mrgaetk' Alkgheny Smvkebm 2-.am' m' B&B BN Bemb nigra'HenYage' River Birch 2 In" caliper, 6' dwchkg M1vigh4 akgk ekm, B&B CC Cekla aoadenralu Pral-Frldd Common Hnokbm 2 Vt" o Iip,,, B&B CO Cornb almrnff Ib Pagoda Do 2" celipvr, B&B HV Namamef4 v/rginbm American Wikh-M1me1 2" caliper, B&B OV Oanya vlrglnbw Emkm Bop -I, —I m 21/2^ v Iiper, B&B QS Quercur bkobr S—P Whik Oak 21/2"caliper, B&8 SFrrrka AM Aronla meb waarpa Aunmrn Magk' BWk Chokeberry 18" to 24" heighk 2-gdlw <wkinm CE Cephabrahus xsNenm(v Bae W.h IS" to 24" height. 2-gallon wnmina CL Ckmm aln' lia'Ruby Spke' Svnet Pappwbunh 11"1v 2d" haighL 2.edlun container CM c—. ammnmu. SJky Dogwood 18" to 20" heiglL 2.g4ba awtaker IVf 1kr Wkmrbary(Rmak) -w26" haigh42-gallwewbkvr IV. Jkx ve dbm'lim—dy' Wk—m (mak) 18"tv 24"hcigh42-gnaw vwmmv LB Lirldera bervoln Nm—SpicabuaM1 18"to 26"heigh42-gellw owkkm PO phyeacarpue opu101B Cenkr Glow' Commw Nmebmk 18" m 241 height, 2-gnllrn awminm UKAYtt1C SUALE l ( IN FEET ) 1 Inch = 10 M �t PLUMB TREE TRUNK d PLACE ROOT BALL ON TAMPED LANDSCAPE PLANTING MIX OR "{ UNDISTURBED SOIL 2 THICK SHREDDED HARDWOOD MULCH MINIMUM OF 3' FROM TREE TRUNK LANDSCAPE PLANTING MIX (— UNDISTURBEDSOIL AS SHOWN ON THE PLANS TREE PLANTING DETAIL NTS SHRUB PLANTING DETAIL I4rs — — — — EXISTING PROJECT BOUNDARY ABUTTING PROPERTY LINE BUILDING SETBACK ^--------31 F+"" EXISTING GROUND CONTOUR EXISTING TREE LINE GHW „^--'----- EXISTING UTILITY POLE AND OVERHEAD WIRE --------!a------ EXISTING SEWER LINE ._ ..,..._ — — _�y_ _ _ _ _.._. EXISTING WATER LINE —W— PROPOSED WATER LINE _,......._..._.....,.....__................................ PROPOSED SEWER LINE '..._..,__,__ PROPOSED CONTOUR NEW TREE LINE SOIL SPECIFICATIONS FOR PLANTING AREAS 1. LANDSCAPE BACKFILL SHALL BE PREMIXED, CONSISTING OF APPROXIMATELY 50%TOPSOIL. 2S% COMPOST, AND 25% NATIVE SOIL. IN CASES WHERE THE NATIVE SOIL MEETS THE TOPSOIL SPECIFICATION, THE PROPORTIONS OF NATIVE SOIL MAY BE ADJUSTED UP TO 75%. 2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINEDSITES WHERE TOPSOILOCCURS ATLEAST4 INCHES DEEP. TOPSOIL SHALL NOT BE OBTAINED FROM WETLANDS, TOPSOIL SHALL BE LOOSE, FRIABLE. FREE OF ROOTS, NOXIOUS WEEDS, STONES LARGER THAN 1 INCH, AND OTHER DEBRIS. 3. ALL IMPORTED SOIL SHALL BE REASONABLY FREE FROM ROOTS, HARD CLAY, COARSE GRAVEL. STONES LARGER THAN TWO INCHES IN ANY DIMENSION. NOXIOUS WEEDS, TALL GRASS, BRUSH, STICKS, STUBBLE, AND ANY MATERIALS THAT WOULD BE DETRIMENTAL TO HEALTHY VEGETATIVE GROWTH, 4. SO Ti TOPSOIL AND SUBSOIL SHALL HAVE A TEXTURE OF FINE SANDY LOAM PER THE USDA TEXTURAL TRIANGLE AND CONFORMING TO THE FOLLOWING SPEOMCNPONS: SIEVE NO. %PASSING 2' 100 10 8P100 40 80-80 Iw saro 100 20 40 200 0i0 2" THICK SHREDDED HARDWOOD MULCH A CLAY LESS THAN 10% MINIMUM OF 2-FROM STEM PH 5.5 TO 7.0 LANDSCAPE PLANTING MIX ORGANIC MATTER TOPSOIL: 10-15%. SUBSOIL: LESS THAN 10% 5. COMPOSTSHALL BE FREE OF WEED SEEDS AND COMPLY WITH EPA REQUIREMENTS FOR COMPOST. THE COMPOST SHALL HAVE A LOOSE AND GRANULAR TEXTURE, ANDSHALL POSSESS NO OBJECTIONIABLF ODORS, AND SHALL NOT UNDISTURBED SOIL RESEMBLE THE RAW MATERIAL FROM MACH IT WAS DERIVED. COMPOST SHALL COMPLY WITH TABLE 755.(35A (PHYSICAL PROPERTIES I EPA COMPOST MATERIAL REQUIREMENTS) OF THE VTRANS STANDARD SPECIFICATIONS BREAK APART EDGE OF FOR CONSTRUCTION. EXCAVATION WITH S. TO ASSURE THE GROWTH OF TREES, SHRUBS, AM OTHER PLANTS. THE SOIL MUST NOT BE COMPACTED. ANY SHOVEL AND BLEND AREAS OF INADVERTENTLY COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING A SUBSOILER, CHISEL PLOW, LANDSCAPE PLANTING MIX OR BY EXCAVATION AND REPLACEMENT WITH UNCOMPACTED SOIL. DO NOT DRIVE EQUIPMENT ON THE SOIL AFTER WITH EXISTING SOIL TO IT HAS BEEN PLACED OR DECOMPACTED. FINE GRADING AND PLANTING OF SPEGFIED LANDSCAPING MAY BE DONE PROVIDE SOIL TRANSITION USING LOW GROUND PRESSURE EQUIPMENT, IF THIS CAN BE ACHIEVED WITHOUT000.PACTION. PLACE ROOTBALL ON T. DONOTSTOCKPILESOILOR COMPOST IN WETOR MUDDY CONDITIONS. PROVIDE EROSIONCONTROLTO PREVENT UNEXCAVATED OR TRANSPORT OF SEDIMENT OR DUSTAWAY FROM THE STORAGE AREA. TAMPED SOIL 8. SOILS WITHN THE FULL SPEGFIED DEPTH SHALL HAVE A SUM DENSITY NOT EXCEEDING 159km'. SOILS SHALL EXHIBIT THE FOLLOWING CONE PENETROMETER REAUNGS: -SURFACE RESISTANCE -LESS THAN 110 PSI p.T k,,-M -SUBSURFACE RESISTANCE - LESS THAN 280 PSI (18.3 kg-M 9. SO IL QUALITY AND DEPTH SHALL BE ESTABUSHED TOWARD THE END OF CONSTRDCTON AND, ONCE ESTABLISHED, SH AUL BE PROTECTED FROM COMPACTION, EROSION. AND OTHER DETRIMENTAL INFUENICES THROUGH THE END OF CONISTRUCTON. E 2� GENERAL CONSTRUCTION NOTES 1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IATESTVERMONTAGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CGNSMUCTION ZOOS, THE MANUAL ON UNIFORM TRAFFIC CONTROL OEVICES(2M3 EDITION), THE SOUTH SURUNGTON PUBLIC WORKS SPECIFICATION REQUIREMENTS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATIONOFANY UNDERGROUND UNES. THE CONTRACTOR SHALL NOTIFY'DIGSAFE" AT 141&&%4 M3 (1JIBBJ3IGSAFE) S THE CITY OF BURLIN GTON AT (W2)88S5S30 PRIOR TO ANY EXCAVATION. 3. UTIUTES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SMALL VERIFY THE EXACT LOCATION OF EXISTING UTIUTIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTIUIMS TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES. SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERIMSE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL DEBRIS AND TRASH FROM THE SITE UPON CONPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE ANDMEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. S. ANYSURFACES,UNES. OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE RESTOREO TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IM.1EOVC'ELV PRIOR TO THE BEGINNING OF OPERATIONS. ]. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED ASA CONDITION OF STATE AND LOCAL PERMITS. IT IS RECOMMENDED THAT COSMWnON OF THE IMPROVEMENTS DETAILEDON THESE PLANS BE OBSERVED BY LANKXIREUX & DICKDISON CONSULTING ENGINEERS INC. (L&D) TO MM MNE IF THE WORK IS BEINGPEWO EDINACCORDANCEWITHTHEAPPRWEDPLANSANDSPEgFICATIOS. L&D WAIVESANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONEY, ANY CHANGES MADE IN THE PIANS AND SPECIFICATIONS OR IN THE CONSTRUCMON OF THE PROPOSED IMPROVEMENTS WTNHOI/T UM PRIOR KNOWLEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS. S. FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE WINTAINEDAT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WALL BE REQUIRED AT NIGHT, DURING PEAK+IOURS. AND WHENEVERP0581SLE INGACWALCONSTRUCTIONACMVIMES. TEMPOARVCONSTRUCTIONSIGNSAND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND CITY STANDARDS. 9. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, BEGINNING INSTALLATION OF ANY UDUTIES. BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS. PAVING, AND FINAL INSPECTION. 10. TOPSOIL SHILL BE STOCKPILED, SEEDED. AND MULCHED UNTIL REUSED. SILT FENCE SHALL BE PLACED AND STAKED CONTINUOUSLY AROUND THE DOWNSLOPE PERIMETER OF THE TOPSOIL PILES. 11. HEALTHY EXISTING TREES AS SHOWN ON THE SITE PLAN TO BE SAVED SHALL BE PROTECTED BV THE CONTRACTOR. 12. OPEN CUT AREAS SHALL BE MULCHED OUTSIDE OF AG WORK AREAS, AND SILT FENCE SHALL. BE EMPLOYED TO CONFINE SHEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY THE ENGINEER. 13. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBEDAIREAS SHALL BE SMOOTHAND FREE OF POCKM WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 14. ALL FILL SHALL BE PLACED IN S INCH LIFTS AND THOROUGHLY COMPACTED TO %%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM MW STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. LANDSCAPE SPECIFICATIONS TREE AND SHRUB PLANTINGS 1. ALLPLAMMATERIALS SHALL CONFORM TOTHE INTERNATIONAL SOCIETY -ARBORICULTURE PRINCIPALS ANOPRACTICES OF PLANTING TREES AND SHRUBS, ANDTHEMOSTRECENTVERSIONOF THE AMEMCAN STANDARD FOR NURSERYSTOCK -ANSI ZSB1. 2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE ENGINEER SHALLAPPROVE PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS. PLANTS THATARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE KEPT SHADED AND PROTECTED WITH SOIL, BARK MULCH OR OTHER ACCEPTABLE MATERIAL AND REGULARLVWATERED. 4. DURINGINSTALLATIONOFIANDSCAPEPL NTINGS.CONTRACTORSHAUDETERMINEWHEREEXISTING UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE. S. STREET TREES TO ARRIVE FROM NURSERY WITH S FEET2 METERS BETWEEN THE FINISHED GRADE AND THE FIRST TREE BRANCH. 6. DO NOT PRUNE THE TREES OR SHRUBS AT PLANTING. PRUNE ONLY DEADOR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. ]. TREES SHALL HAVE A MINIMUM 50%LIVE CROWN RATIO. S. EACH TREE AND SHRUB MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SCIL 5H4U BE REMOVED TO LOCATE THEM. PLANT TREES AND SHRUBS SO THAT THE MAIN ORDER ROOTS AREATFINSHEDGRAM.DONOTC ERTHETOPOFTHEROOTBALLWITHSOILORMULCH. 9. EXAMINE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP. ROPE. STRING AND SURVEYOR TAPE PRIOR TO PIANTING TO PREVENT GIROUNG, 10, FORA LL TREESANDSHRUBS: CUT AND REMOVE WARE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP W OF ROOTBALL AFTER PLACEMENT IN PLANTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PUNTING PIT. 11. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PUNT MIX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION, 12. TIME PIT AREA SHALL HAVE A MINIMUM DEPTH OW. SHRUB PLANTING PIT SHALL HAVE A 24"MINIMUM DEPTH. THE TREE PIT AREA SHALL HAVE THE PLANT MIX SPECIIEDBELOW. 13. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE ENGINEER. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE ENDOF THE WARRANTY PERIOD. 14. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: W PART COMPOST. 20 PARTS TOPSOIL PLANT MIX TO BE TESTED AND APPROVED FOR QUALITY BY ENGINEER PRIOR TO INSTALLATION. THE CORRECT GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT LIMITED TO, THE FOLLOWING MANUFACTURERS: INTERVALE COMPOST PRODUCTS, VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY. 15. FOLLOWING PUNTING, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPUED TO TREES AND SHRUBS. 1S. OGE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A UGHT LAVER OF HEMLOCK OR PINE BARK MULCH; MAXIMUM OF T TRACK. ON PIANTNG SEW. NO DYED MULCH WALL BE ACCEPTED. 17. WATERAMMEESAND SHRUBS THOROUGHLY ONCE PLANTEDTO PULL SOILSAGAINSTROOTBALLAND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATERAGAIN TO ENSURE COMPLETE COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLEDAROUND PLANTS. 18 CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT ANDWEATHER PERMITS. 19. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE PRUNING, CULTIVATING WEEDW, WATERING, ANDAPPLICATON OF APPROPRIATE IN8ECTIGDES AND FUNGICIDE SNECESSARYTOMAINTAINPLANTSFREEOFINSECTSANDDISEASEDURINGCONSTRU ON AND WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PLANTINGS DAILY. 20. ALL LANDSCAPE PLANTS SMALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 11I2' THICK VTRANS TYPE III WEARING COURSE SEE SITE PLAN FOR GIRAgNG 2' THICK VTRANS TYPE II BASE COURSE NEW TYPE B CAST-IWPLACE CONCRETE CURB ALL JOINTS SHALL 8"TYP. BE THOROUGHLY CLEANED AND SMOOTH SAW CUTEXISTING BIT. COATED MATH PAVEMENT PRIOR TO PAVING EMULSIFIED ASPHALT PRIOR\ 1'-0' THICKNESS OF EXISTING PAVEMENT OR /TYPE II STOWTOPAVING / (VTRANSSPEC.7W.G4A) INA MINIM UM OF I I2 OF TYPE III OVER 21I2" OF TYPE II BASE COURSE i..//i://%\/�/\/�%'C�/•//%`//? SLOPE TO MATCH I" MIRAFI SWX GEOTEXTILE GRADE OF PAVEMENT FABRIC OR EQUAL DENSE GRADED CRUSHED GRAVEL y (VTRANS SPEC. ]04.065A) WHERE ADJACENT SLOPE ALLOWS, EXTENDTODAY GHT' NOTES: SUBBASE TO DAVUGNT SELECT NATIVE SOIL. GRANULAR BORROW. 1. IN ALL AREAS WHERE UNSTASLEAINSUITABLE SUBGRADE SOILS ARE PRESENT, THE SUBGRAM SHALL ORSANDBORROWINAREASWHEREFILLIS BE OVER -EXCAVATED TO REMOVE THE UNSUITABLE MATERIAL AND BACKFILLED 4MTH SAND BORROW NEEDED TO REACH SUBGRADE ELEVATION OR SELECT NATIVE MATERIAL. 2. SUBGRADE SO It. AND NEW CRUSHED GRAVEL SHALL BE ADEQUATELY COMPACTED TO NOT LESS THAN M%OF THE OPTIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM GAS). 3. THE SUBGRADE SHALL SE OBSERVED BY LAMOUREUX & DCKINSON PRIOR TO PLACENENT OF FABRIC AND GRAVEL. A TRUCK TEST MAY BE REQUIRED IF QUESTIONABLE SOIL IS ENCOUNTERED. TYPICAL DRIVE & PARKING AREA CROSS SECTION NTS I CLASS B CONCRETE 112"RADIUS AT TAPER "FINISH � GRADE IV 8' TYPICAL TAPERED CURB NTS TURF ESTABLISHMENT ALL DISTURBED AREAS THAT GO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS, ROOFS) SHALL BE STANUZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER 1. ANY WORK PERFORMED AFTER SEPTEMBER 15 OF EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETMNG SUFFICIENT TO PREVENT EROSION AND SMALL BE IMMEDIATELYSEEDEDAIN REMULCHEDASSOONASWEAMIERPERMITSINTHESPRING. PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTIUZER. LIME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. AMINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACENENTOF TOPSOIL SHALL NOT BE DONE WHEN THE GROUNDOR 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. SEED MIXTURES SHAMCONFORMTO THE SEED MIX TABLE$140MONTNS SHEETAND BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PUNS AT THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1, WINTER RYE SHALL BE OVERSEEDEDAT AN APPUCARON RATE OF lM POUNDS PER ACRE. 3. FERTILIZERSHALL CONFORMTO THE STANDARWOF THEASSOGADONOF OFFICIAL AGRICULTURAL CHEMISTS AND BE APPLIED ONLY AFTER PERFORMING A SOIL TEST AND BE APPUED BASED UPON SOIL DEFICIENCIES. UME SHALL ONLY BE APPUED AS NEEDED BASED WON A SOIL PH TEST. 4, WITHN 24 HOURS OF APPLICATION OF SEED, FERTIUZER AND UME. THE SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PERACRE, 5. THECONTRACTORSHALLBERESPONSIBLEFORAFMLGROWTHOFGRABSIN ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDER-W SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED. AND AREAS OF ESTABLISHED VEGETATION UNML FINAL ACCEPTANCE OF THE WORK BY THE OWNER. URBAN MIX GRASS SEED LBS, LIVE SEED %BY WEIGHT PER ACRE TypE OF SEED 37.5 45 CREEPING RED FESCUE 31.25 375 KENTUCKY BLUEGRASS WINTER HARDY. PERENNIAL 3125 37.5 WE 100 120 • LIVE SEED PER ACRE 1/4" RADIUS I� ® 12' RADIUS I 2V-7 tY T' PAVEMENT • CLASS B CONCRETE END AREA 0.94 S.F. CONCRETE CURB NTS NOTES. 1) CURBINGSI UBECONSMWMDINIOSECTIONSWATHIIWIWME ENSECMONS 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY WANG SHALL BE CONSTRUCTED OFMATERIALCONFORMINGTOAA WODESIGNATIONW153(V2"SPONGE RUBBER OR CORK.). 3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS, SHALL BE AIR ENTRAINED AT NOT LESS THAN 5%AND NGT MORE THAN ]%, AND SHALL HOVE MINIMUM 20%FLY ASH CONTENT. PLACE ROOTBALL ON UNEXCAVATEOOR TAMPEDSOIL 3 TIMES THE TOOTBALL DIAMETER SHRUB PLANTING DETAIL S TREE PLANTING DETAIL NTS YTHICI(MULCHAMINIMUM OF Y FROM STEM REMOVE BURLAP FROM TOP 2lJ OF ROOT6Y1. AFTER PLACEMENTIN PLANTING NTT, LOOSEN REMASS' O BURLAP TO ALLOW FOR ROOT DEVFLOPMENT BRENLAPART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PLANT WX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION PLUMB TREE TRUNK Y THICK MULCH A MINIMUM OF T FROM TREE TRUNK PLACE ROOT BALL ON TAMPED PLANT MIX OR UNDISTURBED SOIL TREE IT UNDISTURSEDSOIL EXISTING BIT. PAVING ON ONE OR BOTH SIDES THICKNESS OF EXISTING GRAVEL EXITING1(� OR 1S- MINIMUMDENSEGRADED GRAVEL CASE ! ICRUSHED STONE PER VT. STATE _ IISPEC. 11I IIIF o �1 lip TRENCH EXCAVATION REPLACEMENT of EXISTING BITUMINOUS PAVEMENT Ts WIDTH OF c ROADWAY SB' MIN. - PUBLIC Rrd.T1--T NOTES PLAN 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDIOR CLEANOUTOF ANY MEASURES USED TO TRAP SEDIMENT, ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECESSARY TO CONTROL DUST DURING THE SUMMER. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-0E-WAY. STABILIZED CONSTRUCTION EXIT NTS L rt .Q1\�\IIJ�'\\A\�1/✓/U\\A\�G.I�j\VI\lI�II�\�11//pT�%, GRADATION REQUIREMENTS SIEVE PERCENT(%) MATERIAL SIZE PASSING SAND CUSHION -VT SPEC]GW Y 100% 11TY 50.100% 1/Y MINI% IN SO-100% N100 0.20% •2M G.8% CRUSHEDGRAVELFORSUBBASE 2" IGO% VT SPEC ]01.M FINE 1 1I? 90.1GG% %4 00 SO % P100 D12% 12. 0.8 % DENSE GRADED CRUSHED STONE 31I2" 100% VT SPEC ]04.06 3' BO-100% 2- T5-1G0% ' 50A0% 2' 33- "1 15-40% I2. GS % FINISH GRADE SANITARY & STORM SPECIFICATIONS "' """ "'" """ """"""""""'"""'" FINISH GRADE BACKFlLLWITH APPROVED w EXCAVATED MATERIAL 0 cc rm 1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PROVIDE WATERTIGHT BRASS OR CAST IRON CAP TIDROY COMPACTED PLANS. PVC PIPE SHALL BE SDR 35 CONFORMING TO ASTM D30B4, ASTM O3212. AND ASTM INS• LI LDUGNUNDISTURBED SOIL I FdTT. CORRUGATED METAL PIPE SHALL CONFORM TO AASNTO M-ISD FOR ACCOMP PIPE AND AASHTO M246 TYPE BFOR POLYMERIC COATED STEEL PIPE, CORRUGATED POLYETHYLENE pg PIPE SHA L CONFORM TO AASHTO M21M. TYPE S(SMOOTH UN£q. TIE SIDE IN DEPTH ENTERFT. y p�R. OR MORE M DEPTH ENTERED �y AS NOTED ?) ALL NEW GMVITY SANTARY SEVER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR BY PERSONNEL SHALL BE IF COVER IS LESS THAN 51?, ON PLANS ANGLE OF R SLOPED TO THE PLACE P THICK S SLIMED i� ��/�� TEST AND OEFlECT1 EXFILTESTED I T LOW PRESSURE AIRIEST WALLBE USED TO SIMDAIE ANGLE OF REPOSE FOR BURIAL IAL OVER S PIPE. LE 'o•� y' TESTIINFILTMTION OR CONDUCTED UNDER ORWTOFALL GRAVITY10NOFT EENGINYSEWERS.ALL - - - - - - - - - - - - - - FOR BINAL OVER PIPE. " .yTw x.Hc xonn SHAU. BE IL PERFORMED MEDIN ACCTED RDNCE WITH ERVIASTMSIONOF THE ENDIMUM ALL TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM UL BE 1.. THE MINIMUM ALLOWED TIME FORA PRESSURE E FIN FROM 3.5 PSI TO BE PSIS WILL BE 1.2 MINUTES PER THE FEET OF S CAP 12 DIAMETER \ 1An�� SEWER. AFTER FERFORNAL BNOKFILL HAS BEENINPIACEFL LEAST SO DAY S,TRCENT ECTON DIAMETER OF PIPE) TIE.1Ip1 InK TESTMAY BEPERFORMED N PIPE SHALLE MC O DEFLECTION OF FIVE PERCENT (5%),IF APPROVED ROCK FREE S. Ab THE DEFLECTION TESTIS RUN USING A PoGIO BALL OR MANDREL. IT SH4LL SHALL HAVE A BACKFILL COMPACTED IN 6' \, \ DIAMETER EQUAL TO 95%OF THE INSIDE DIAMETER OF THE NPE.TIE TEST SHALL SE FLOW LIFTS (NO STONES URGER TILE CONTRACTOR SHALL ATALL PERFORMED WITHOUT MECHANICAL PUWNG DEVICES. ALL MANHOLE AND NPEUNE THAN I Im DIAMETEHp TIMES KEEP THE TRENCHES MATERIALS, METHODS AND TESTING SHALL BE IN ACCORDANCE WITH CITY AND STATE INN. ELEV. PONT __- ENTIRELYFREEOF WDAND BL STANDARDS AND THESE SANITARY SEWER SERVICE CONNECTION PLANS. ALL ( IS FI WOBNS WATER go READY FOR BACKFlWNG NTS GIB' CRUSHED DETAIL OF SANITARY SEWER CLEANOUT STONE BEDDING T � Nl5 D+2 FEET UNDISTURBEDSOIL TYPICAL SANITARY & STORM SEWER TRENCH NTS GROUT FRAM£ TO RISER A.S.T.M. C4I5 f MIN. 1 OF CONCRETE PRECAST REINFORCED DOW WITH TWO III COATS OF MAN FDLEC EAND WATERPROOF RISER SEALANT COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 12• GRADE W STEEL REINFORCEMENT OR EQUAL. 12' O.C. MAX. S'O.C. MIN. - --- O RING RUBBER GASKET IN g. ACCORDANCE MATH A.S.T.M. 40• Cd AND A.S.T.M.0 OR BMI-ROPE S.D. IRELANDPRECAST WELDED STEEL WIRE FABRIC AN"CLE R MANN EQ APPROVED EQWL AL CLASS B CONCRETE CAST IN PLACE SHELF —R(TYUBBER — PIPES) �'�11111 1' PRECAST TO 1 1Q• CRLGNED MONOLIMC M Q S• O.C. STONE BEDDING, CONCRETE BASE MIN, EACH WAY EXTEND BEDDING TO T HEIGHT. LIMITS OF EXCAVATION. PRECAST SEWER MANHOLE DETAIL NTS NEW 1S SDR35 SANITARY SEWER WATERTIGHT 0.EXIBLE BOOT TYPE GONECIOR ATALL PIPES YD" RADIUS DOUBLE BELLCOUPLING H AND SHELF NEW—DR. (MIN.) FLKITINPLACE (USE ONLY ONE COUPLING) SEWER 6"SERVICE 3'O• --- MAX � EXISTING 1S PVC SANITARY SEVER GIS11N. TROUGH SLOPE TO MATCH / /' SLOPE -STING PIPE DURING MANHOLE INSTALLATION, THE CONTRACTOR SHALL PREVENT SEWAGE FROM ENTERING THE EXCAVATED AREA FROM THE UPGRADIENT NSWM'SDR36PVCPIPEINVERTIN. PIPINGBY PROVIDINDTEMPO RYBYPASSPIPING.TEMPORARYPLUGGND PROVIDETROU13HTOTRANSITIONFROMNEWS• AND PUAPING,OR OTHER APPROVED METHODS, THE CONTRACTOR SHILL INSURE THAT UNNTERRUPTED SERACE IS-1—NED, AND THAT SEWAGE PIPE TO MAIN 1R011(HH DOES NOT BACK UP INTO EXISTING BMLDN3S. NEW SEWER MANHOLE INSTALLATION DETAIL MANHOLE CHANNEL NTS 322 320 318 - --_- _. _ _. _ --- - -- _— —_ _____. __. NEW SANITARY32. 322 _. FINISH GRADE -- 314 312 310 308 304 DATUM ELEV - _ _ _ _ _ _ — — _ — — - _. _ _ _ _ _. _._. __ _ _ _ _ _ _ _ - - _ __ - _. 316 314 312 310 308 EXISTING GROUND -. -- _ LF NEW a"SCR 35 PVC 4 SERVICE 306 UNIT I SERVICE UNIT 2 SERVICE UNIT 3 SERVICE _205 _ UNIT 304 302 __.. -__ 100-00 11-00 SANITARY SEWER SERVICE PROFILE V =1G VERT. AND HORIZ. 12+00 I " 2 SEP 2 8 2015 City of So. Burlington LEG EXISTING GROUND CONTOUR EXISTING TREE LINE OHW EXISTING UTILITY POLE AND OVERHEAD WIRE — — — — — — — S — — — — — — EXISTING SEWER LINE — — — — — — — W — — — — — — EXISTING WATER LINE PROPOSED WATER LINE �8 PROPOSED SEWER LINE SOIL BORING -G.W. MEASURED ON B- -15 1 PROPOSEDCONTOUR RICK MARCOTTE CENTRAL SCHOOL PROJECT) SITE N W E S LOCATION PLAN NT3 GRAPHIC SCALE to o I loa IN FEET ) I ich= 10 IL CURREN T r SIDE YARD SETBACK UNDER 1 I RESIDENTIAL 1201STRICT I I COMMERCIAL � I ;ID ;Iz I pml� FRONT YARD S COMMERCIAL 1 I REAR YARD SETBACK ylz N �' UNDER PROPOSED z FORM -BASED CODE m� T-3 DISTRICT • 13 //%� SIDE YARD SETBACK UNDER PROPOSED FORM -BASED CODE T-3 DISTRICT )I R CURRENT II I 12 DISTRICT FRONT YARD SETBACK UNDER PROPOSED I FORM -BASED CODE T-3 DISTRICT — SIDE YARD UNDER PROPOSED AD K ED CODE T-3 DISTRICT % 1//% I SITE LAYOUT IS BASED ON POSSIBLE NEW ZONING FORM BASED CODE T-3 ZONING DISTRICT ZONING SETBACK PLAN )LFF, III TIAL N YUN POON NIF SIDENTIAL JERIFY THE ACTUAL E EXISTING SEWER STRUCTURE .00ATION IS OR SHALL :URB STOP, DED), AND D REMOVE ROD. RECFIVED City Of So. Burlington SONRISE PARTNERSHIP, LLP NIF RESIDENTIAL IN PLANTING SCHEDULE Key Raaaical Name Common N Remarks Trees AF A.era jrcemaw "Autumn Fanmry' Fmcmm Mnpk 2112" u14ry B&B AR Ater rubrum'AUMmn Fbme' Red M,k 21/ ".Fryer, B&B AL Amslarlchkr (aevis Sao I-d'or OfaJ.b.' Alk&, S—w.bm BN BeMla nigrn Nernag Riv. Birch 2 V2 ..1i a 6-bmn.hmg height amgk aka, R&B CC Celae..cld.malh ' - Pxde C.mmm Fla. 2112".ah-,B&B CO Cnrnis.11— h. Pegada Dogwood z"..lip., B&B HV Flamnmehs vlrginiann Ametiean Witeh-0—i 2".el1p.,R&B OV Denya vbginmm Butem FbPhombesm 21/2".etiper, B&B QB Qusrcua bkobr Swamp Whim Oak 21R^.elipen B&B Skraks AM A —memo. ..... .nMmn Magk' Ble.k Chokeb— 13" W 24^ height bgagw conmin. CE Cepha4mMlu a.Nenmlb B.—n 18"to 24"heigh42-g.Ow.00leinm <'1. ('IeM+n-01M'Ruby sp., Sweet Peppetbuah Ie^to 24"height 2-g.11an eonl.i..r CM Cornlu ammommn My Dogwood I8" w 24" height, 2- 11. contain. TVF Jle.. wxicillam'Afrerglow' Winkrberry(km.k) IS- to 24'heigh42-Mellon aontem. Nm )ks wxkillom V-DaMy' Wktaherry (male) IS'W24"height 2-ga11.n.onmk. LB LlndembemoM Norlhem Spkebuah Ig"b24^haigh42-eellun.onkinm Po Phyaaaryur oyulljolMe'Cenmr Glow' .n Nmnb.k 18"4+24"M1ci 2-g.Ilm.onMiner GRAPHIC 5;CALE t lo a ( IN FEET ) 1 Lacb = 10 fL TREE PR IMES THE BALL DIAMETER OR AS SHOWN ON THE PLANS TREE PLANTING DETAIL NTS PLUMB TREE TRUNK PLACE ROOT BALL ON TAMPED LANDSCAPE PLANTING MIX OR UNDISTURBED SOIL 2' THICK SHREDDED HARDWOOD MULCH A MINIMUM OF 3- FROM TREE TRUNK LANDSCAPE PLANTING MIX UNDISTURBED SOIL SHRUB PLANTING DETAIL NIS LEGEND EXISTING PROJECT BOUNDARY — — — ABUTTING PROPERTY LINE — BUILDING SETBACK -----..—"'316 ""` EXISTING GROUND CONTOUR EXISTING TREE LINE CHW ---'� EXISTING UTILITY POLE AND OVERHEAD WIRE -----------$--------- EXISTING SEWER LINE ---------W--------- EXISTING WATER LINE ------------W---------_— PROPOSED WATER LINE - 7 - PROPOSED SEWER LINE PROPOSED CONTOUR NEW TREE LINE SOIL SPECIFICATIONS FOR PLANTING AREAS 1. LANDSCAPE SACWILL SHALL BE PREMIXED, CONSISTING OF APPROXIMATELY S TOPSOIL, 25% COMPOST, AND 25% NATIVE SOIL. IN CASES WHERE THE NATIVE SOIL MEETS THE TOPSOIL SPECIFICATION, THE PROPORTIONS OF NATIVE SOIL MAY BE ADJUSTED lA TO T5%. 2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP, OPSOIL SHALL NOT BE OBTAINED FROM WETLANDS. TOPSOIL SHALL BE LOOSE, FRIABLE. FREE OF ROOTS, NOXIOUS WEEDS, STONES URGER THAN 1 INCH, AM OTHER DEBRIS. 3. ALL IMPORTED SOIL SHALL BE REASONABLY FREE FROM ROOTS, HARD CLAY, COARSE GRAVEL, STONES LARGER THAN TWO INCHES IN ANY DIMENSION, NOXIOUS WEEDS, TALL GRASS, BRUSH, STICKS, STUBBLE, AND ANY MATERIALSTHATWWLDBEDETRIM WALTOHEALTHYVEGETATIVEGROWTH. 4. BOTH TOPSOIL AND SUBSOIL SHALL WAVE A TEXTURE OF FINE SANDY LOAM PER THE USDA TEXTURAL TRIANGLE AND CONFORMING TO THE FOLLOWINO SPEGFICATIONS: SIEVE NO. %PASSING r too 10 -1. a0 SO-90 60 50 TO 00 20J 200 0-00 T THICK SHREDDED HARDWOOD MULCH A CLAY LESS THAN IO% MINIMUM OF 2' FROM STEM 2'FROM PH5.5 TO LANDSCAPE PLANTING MIX ORGANIC MATTER TOPSOIL: 10-15%, SUBSOIL: LESS THAN 10% 5. COMPOSTSHALL BE FREE OF WEEOSEEDS ANDCOMPLY WITH EPA REQUIREMENTS FOR COMPOST, THECOMPOST UNDISTURBED SOIL SHALL HAVE A LOOSE AND GRANULAR TEXTURE, AND SHALL POSSESS NO OBJECTIONABLE ODORS, ANDSHALL NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. COMPOST SHALL COMPLY MATH TABLE i%.OSA (PHYSICAL PROPERTIES I EPA COMPOST MATERIAL REOUI REMENTS) OF THE VTRANS STANDARD SPECIFICATIONS BREAK APART EDGE OF FOR CONSTRUCTION. EXCAVATION WITH SHOVELAND BLEND 6. TO ASSURE THE OROWTH OF TREES, SHRUBS, AND OTHER PLANTS, THE SOIL MUST NOT BE COMPACTED. ANY LANDSCAPE PLANTING MIX AREASOFINADVERTE YC WACTEDSOILWT MEOTOSEDEMMPACTEDUSIMASUBSOILER,CHISELPLOW, ORBYEXCAVATION AND REPLACEMENT WITH UWOMPACTED SOIL. DO NOT DRIVE EQUIPMENT ON THE SOILAFTER WITH EXITING SOIL TO IT HAS BEEN PIACED OR DECOMPACTED. FIFE GRADING AND PLANTING OF SPECIFIED UNDSCAPIM MAY BE DONE PROVIDE SOIL TRANSITION USING LOW GROUND PRESSURE EQUIPMENT, IF THIS CAN BE ACHIEVED WITHOUT COMPACTION. PLACE ROOTBALL ON T. DONOTSTOCKPILESOILOR COMPMTINWETORMMYMNDITIONS.MOVIDEEROSIONCOIJTROLTOPREVEW UNEXCAVATED OR TRANSMRT � SEMW W OR W TAWAY FROM THE STgWGE AREA. TAMPED SOIL 8. SGLS WITHIN THE FULL SPECIFIED DEPTH SHALL HAVE A BUUt DENSITY NOT EXCEEDING 1.5 &W, SOILS SHALL EXHIBIT THE FOLLOWINO CONE PENETROMETER READINGS: -SURFACE RESISTA WE - LESS THAN 110 PSI (/.T kgtl .M -SUBSURFACE RESISTANCE - LESS THAN 2W PSI (18.3 kglcm� S. SO IL QUALITY AND DEPTH SHALL BE ESTABUSHED TOWARD THE END OF CONSTRUCTION AND. OWE ESTABLISHED. SHALL BE PROTECTED FROM COMPACTION, EROSION, AND OTHER DETRIMENTAL INFLUENCES THROUGH THE END OF CONSTRUCTION. 1 �. SEP28215 City of So. Burlington GENERAL CONSTRUCTION NOTES 1. ALL NARK AMID MATERIALS SHILL BE IN ACCORDANCE WITH THE LATESTVERMONTAGENCY OF TRANSPORTATION STANDARD SPEGFICATONS FOR CONSTRUCTION 2006. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESR003 EDITION, WE SOUTH BURLINGTON PUBLIC WORKS SPECIFICATION REQUIREMENTS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACTAL UTILITIES BEFORE EXCAVATION TOVERIFY THE LDCATONOFANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT 1d6634 MO (IDIGSAFE)8 THE CITY OF BURLINGTON AT (832)66SSM) PRIOR TO ANY EXCAVATION. 3. UTUMES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING U LIMES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBUC OR PRIVATE. SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION NTH UTILITY OWNER. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTWSURFACES. SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PUNS. THE CONTRACTOR SHILL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DUSTCREATEDAS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS MATH A POWER BROOM AS DUST CONTROL. 8. ANY SURFACES, UNES, OR STRUCTURES WHICH WIVE BEEN DAMAGED BY THE CONTRACTORS OP RATIONS SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. T. CONSTRUCTION OBSERVATION AND CERTIFICATION]$OFTEN REQUIRED ASA CONDITION OF STATE AND LOCAL PERMTS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETALEDON THESE PLANS BE OBSERVED BY UMOUREUX M UCKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF THE WORK IS BEING PERFORMEDINACCORDANCE WITH THE APPROVEOPLANS AND SPECIFICATIONS. L&D WAIVESANY AND ALL RESPONSIBILITY AND UABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLOW THESE PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT LSM PRIOR KNOWWEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN PROGRESS. 8. FORAW WORK WITMN THE PUBUC RIGHT-OF-WAY A MNMUMOF ONE-WAY TRAFFICSHALLBE MAINTAINEOAT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIREDAT NIGHT, DURING PEAKHOURS, AND WHENEVERPOSSIBLEDURINWACTMLCONSTRUCTIONACTIVITES. TEMPORARY CONSTRUCTION SIGNS ANp TRP,FFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE 1MTH STATE AN OCITY STANDARDS, 9. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCEOFSTARTINGAWWORK, BEGINNING INSTALATIONOFANY UTILITIES, BRINGING INANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FINAL INSPECTION. 10. TOPSOIL SHALL BE STOCKPILED, SEEDED, AND MULCHED UNTIL REUSED. SILT PENCE SHALL BE PLACED AND STAKED CONTINUOUSLY AROUND THE DOWNSLOPE PERIMETER OF THE TOPSOIL MILES. 11. HULTHY EXISTING TREES AS SHOWN ON THE SITE PLAN TO BE SAVED SHALL BE PROTECTED BY THE CONTRACTOR. 12. OPEN CUT AREAS SHALL BE MULCHED OUTSIDE OF ACTUAL WORK AREAS, AND SILT FENCE SHALL BE EMPIOYEDTO CONFINE SHEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY THE ENGINEER. 13, AT COMPLETION OF GRADING,SLOPES,DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 14. ALL FILL SH U BE PLACED IN B INCH UFTS AND WOROWHLY COMPACTED TO W%OF IMAM OENSIW AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM MNS STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED, LANDSCAPE SPECIFICATIONS TREE AND SHRUB PLANTINGS 1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE PRINCIPALS ANDPRACTICES OFPUNTING TREES AND SHRUBS, ANDTHEMOSTRECENTVERSIONOF THE AMEN STANDARD FOR NURSERYSTOCK-ANSIZW1. 2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE ENGINEER SHALL APPROVE PRIOR TO INSTALLATION. 3. CONTRACTOR SHALL PROTECT IANDSCAPE PLANTS AT ALL TMES FROM SUN AND DRYING WINDS. PLANTS THATARE TO 8E TEMPORARILY STORED ON SITE UNTIL READY FOR INSTAUATON SHALL BE KEPT SHADED AND PROTECTED WITH SOIL. BARK MULCH OR OTHER ACCEPTABLE MATERIALAND REGULARLY WATERED. 4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE MERE EXISTING UNDERGROUND UTUTES ARE LOCATED TO AVOID INTERFERENCE. 5, STREET TREES TO ARRIVE FROM NURSERY WITH 6 FEEM METERS BETWEEN WE FINISHED GRADE AND THE FIRST TREE BRANCH. 6, DO NOT PRUNE THE TREES OR SHRUBS AT PUNTING. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. T. TREES SHALL HAVE A MINIMUM SO% LIVE CROWN RATIO. B. EACH TREE AND SHRUB MUST BE PUNTED SUCH THAT THE ROOT FURE AND MAIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. MERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PUNTTREES AND SHRUBS SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. GO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH. 9. E%AMINE ENTIRE TREE AND SHRUB AND REMOVE AL NURSERY TAGS, TREE WRAP. ROPE,STRING AND SURVEYOR TAPE PRIOR TO PUNTING TO PREVENT GIRDLING. 10. FORA TREES AND SHRUBS: CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP N30F ROOTBAL AFTER PLACEMENT IN PUNTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PUNTING PIT. 11. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PUNT MIX NTH EXISTING SOIL TO PROVIDE SOIL TRANSITION, 12. TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF W. SHRUB PUNTING PIT SHALL HAVE A 24' MINIMUM DEPTH. THE TREE PIT AREA SHALL HAVE THE PUNT MIX SPECIFIEDBELM.. IS. STAKIWMQUIREDONLYINSITUATIONSWHERETREESMI BESUWECMDTONANDYCON MONSAS DETERMINED BY THE ENGINEER. STAKES SHALL SE REMOVED BY THE CONTRACTOR AT THE ENDOF THE WARRANTY PERIOD. 14. PUNT MIX SHALL CONSIST OF THE FOLLOWING RATIO: WPART COMPOST, 213 PARTS TOPSOIL. PUNT MIX TO BE TESTED AND APPROVED FOR QUALITY BY ENGINEER PRIOR TO INSTAU-ATON. THE CORRECT GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT UMITED TO, THE FOLLOWNG MANUFACTURERS: INTERVAUE COMPOST PRODUCTS, VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY. 15. FOLLOWING PUNTING, FERTI UZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED TO TREES AND SHRUBS. 16, OWEALLUNDSCAPE PLANTINGS HAVE BEEN INSTALLED, PUCE A UGHT DYER OF HEMLOCKOR PINE BARK MUCH; MAXIMUM OF Y THICK, ON PUNTING BEDS. NO DYED MULCH WILL BE ACCEPTED. 17. WATERALLTREESAND SHRUBS THOROUGHLY ONCE PUNTED TO PULL SOILS AGAINST ROOT BALL AND SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO ENSURE COMPLETE COMPACTION. RESET SETTLED PUNTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLED AROUND PUNTS. 18. CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS, 19, CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERING, ANDAPPUCATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE WRING CONSTRUCTION AND WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PUI4TINGS DAILY. 20. ALL LANDSCAPE PUNTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PUNTING. 11IT TICK VTRAN6 TYPE III THG NEW TYPE B CAST-INPLICE WEA1117 CICK=E CONCRETE CURB ALL JOINTS SHALL BE THOROUGHLY 8' TYP. CLEANEDAND T WICK VTRANS TYPE II -1 COATED WITH BASE COURSE EMULSIFIED \ ASPHALT PRIOR I TYPE II STONE O PAVING (VTRANS SPEC. TB.04A) � SLOPE TO 0.FINISH MIRAFI 500X GEOTEXTIDE LE FABRICOREQUAL GRAM OFF PAVEMENT DENSE GRADED CRUSHED GRAVEL (VTRANS SPEC. TN.06SA) 2 WHERE ADJACENT SLOPE ALLOWS, EXTEND GRAVEL NOTES: SUBBASE TO DAYLIGHT SELECT NATIVE SOIL, GRANULAR BORROW, 1. B A VEMX ViAT E UO REMOVE SUITHE BE T REMOVE THE UNSUITABLE MATERIAL AND BACKFILLED WITH SAND BORROW SUI SUBGRADE SdLS ARE PREFILUED TH SAND BORROW CATIVE ORSANNEEDED BOR REACH NEEDED TO REACH SWBGMOE ELEVATION SLEREA DE ELEVATION SELECT M E OR SELECT NATIVE MATERIAL. 2. SUB MIX SOIL AND NEW CRUSHED GRAVEL SHALL BE ADEQUATELY COMPACTED TO NOT LESS THAN 95%OF THE OPTIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM OM8). 3. THE SUBGRADE SHALL BE OBSERVED BY LAMOUREUX 8 DICKINSON PRIOR TO PLACEMENT OF FABRIC AND GRAVEL. A TRUCK TEST MAY BE REQUIRED IF QUESTIONABLE SOIL IS ENCOUNTERED. TYPICAL DRIVE & PARKING AREA CROSS SECTION NTS CLASS B CONCRETE 12'RAdIS A T TAPER FINSH � GRADE IT IS. TYPICAL TAPERED CURB NTS F ESTABLISHMENT ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS, ROOFS) SHALL BE STABIUZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER 1. ANY WORK PERFORMED AFTER SEPTEMBER 15 OF EACH YEAR SHALL BE STABIUZED WTH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL BE IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS IN THE SPRING. PLACEMENT OF TOPSOIL, AM THE APPUCATION OF SEED, FERTIUZER, UME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE NTH THE FOLLOWING: 1. AMINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN AU -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. AL STONES, LUMPS. ROOTS. MOTHER OBJECT' AL MATERIAL SHALL BE REMOVED. 2. SEED MIXTURESSHALLCONFORMTOTHESEEDMIXTABMSHOWNDNTHS SHEET AND BE SPREAD UNIFORMLY INALL AREAS INDICATED ON THE PLANS AT THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1, WINTER RYE SHALL BE OVERSEEDED AT AN APPUCATON RATE OF IM POUNDS PERACRE. 3. FERTUZER SHALL CONFORM TO THE STANDARDSOF THEASSOCIATIONOF OFFICIAL AGRICULTURAL CHEMISTS AND BE APPLIED ONLY AFTER PERFORMING A SOIL TESTAND BE APPLIED BASED UPON SOIL DEFICIENCIES. LIME SHALL ONLY SE APPUED AS NEEDED BASED UPON A SOIL PH TEST. 4. NATHN 24HOURS OFAPPLICATON OF SEED, FERTILIZERAND UME,THE SURFACE SHALL BE MULCHED MATH A HAY MULCH. MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. 5, 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 CONTACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND CAMW FOR SEEDED, MULCHED, AND AREAS OF ESTABUSHED VEGETATION UNTIL FINAL ACCEPTANCE OU THE WORK BY THE OWNER. URBAN MIX GRASS SEED LOS, LIVE SEED %BY WEIGHT P ACRE rypE OF SEED 37.5 45 CREEPING RED FESCUE 31.25 375 KENTUCKY BLUEGRASS WINTER HARDY, PERENNIAL 31.25 315 RYE 100 1. # LIVE SEED PER ACRE 114" RADIUS a 12" RADIUS 2� 12' T' PAVEMENT > CLASS B CONCRETE END AREA = 9.94 S.F. k-@1 CONCRETE CURB NTS NOTES: 1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WATH 118' JOINT BETWEEN SECTIO 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 2D AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M1M I- SPONGE RUBBERORCOW.). 3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,503 PSI AT 28 DAYS, SHALL BE AIRENTRAINEDATNOT LESS THAN5% AND NOT MORE THAN.ANDSHALLHAVE MINIMUM 20%FLY ASH CONTENT. PLANTING PIT MDI TURBWSOIL _ PLACE ROOTBALLON UNEXCAVATEDOR J- II111- -11T TAMPED SOIL 3 TIMES THE ROOIBALL DIAMETER SHRUB PLANTING DETAIL TREE PLANTING DETAIL INTO Y THICK MULCH A MINIMUM OF T FROM REMOVE BURLAP FROM TOP 2TJ OF ROOM ALL. AFTER PLACEMENT IN PLATTING PIT, LOOSEN REMAINING BURLAPTOAUDW FORROCT DEVELOPMENT BREAKAPART EDGE OF EXCAVATION YiRR18HOVE1 AND MEND PUNT MIX TRANSITION TRUNK .CH A MINIMUM OF E TRUNK BALL ON NTMIXOR D SOIL D SOIL EXISTING SMOOTHSAWCUTEXISTINGSIT. BIT. PAVING PAVEMENT PRIOR TO PAVING ONE OR BOTH SIDES I T THICKNESS OF EXISTING PAVEMEW OR / .IN r AMINIMUA OF VT OF TYPE III OVER 21TC OF TYPE II BASE COURSE THCKNESS OF EXISTING GRAVEL - EXISTING OR M 18' NMUM DENSE GRADED I _ L GRAVEL4ASE. CRWHEDSTONEPERVT.STATE _ _ SPEC. 706A6 TRENCH EXCAVATION "I REPLACEMENT of EXISTING BITUMINOUS PAVEMENT NITS EXISTING GROUND PROFILE MOTH OF ROADWAY SD MN. I PUBLIC "j'�FfL�H}3F.ITIATI NOTES: PLAN 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION NMICH HALL PREVENTTRACKING OF SEDIMENT ONTO PUBLIC RIGHTSOF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WTH ADDITIONAL STONE" CON DITIONSMWNDANDREPAIRANDORCLE WN OFANYMEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBUC RIGHTS# -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR, 2. THE WISE OF CALCIUM CLORIDE OR WATER HMY BE NECESSARY TO CONTROL DUST DIMING THE SUMMER. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABIUZED CONSTRUCTION ENTRANCE AND PUBUC RIGHT-OF-WAY. STABILIZED CONSTRUCTION EXIT INTO GRADATION REQUIREMENTS SIEVE PERCENT (%) MATERIAL SIZE PASSING SANDWSHION - VT SPEC TGT.W 2- 100% 1 1YY 90.100% Y TG100% #4 60.100% #100 020 % #200 04U% MJ HEDGRAVELFOfRSUSBASE 2- 100% VT SPEC 704.05 FINE 1 tR' 90.100% #4 3060% #100 G12 % #2W "% DENS EGRADEDCRUSHEDSTONE 312- 100% VT SPEC N4.03 3' 9D100% 2- 1" S10D% 1IY SObOK 3P80% A4 #200 1540% 0 % A T+r.,s,�aaa I V \v� .'.. J lf's. li SEP 2 8 2015 City of So. Burlington FINISH GRADE SANITARY & STORM SPECIFICATIONS " ' FINISHGRAQE BACKFILLWITH APPROVED 1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PROVIDE WATERTIGHT BRASS OR CAST IRON CAP EXCAVATED MATERIAL SX THOROUGHLYCOMPACTED PLANS. PVC ORRU TED ME A SIP SCONFORMING FORMT STM AASHT 034,ASFOR AC;ANDASTM INTuffs F4TT. CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO M-i3D FOR ACCGMP PIPE AND UNDISTURBED SOIL AASHTO NL216 TYPE BFOR POLYMERIC COATED STEEL PIPE. CORRUGATED POLYETHYLENE THE SIDES OF TRENCHES 4 FT. PIPE SHALL CONFORM TO AASHTO M254, TYPES (SMOOTH LINED). OR MORE IN DEPTH ENTERED 2) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR AS NOTED BY PERSONNEL SHALL BE @ IF COVER IS LESS THAN 51IT. ON PLANS SHEETED OR SLOPEDTO THE PLACE P THICK INSULATED TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE Yue 1/�•/Tr. ABLE OF REPOSE BOARD,WHICHIS SUITABLE EXq TFILTRATION OR CONDUCTED INTO OROUT PE ALLGRAVITYTSANITARY SEWERS.ALL -------------- FOR BURIAL OVER PIPE. YNM .#srns� �� e"w TESTNGWILL BECODINACC RM THE ASTVISION OFT£ENGINEER TESTING SHALL BEPERFORMED INACCORDANCE WITHSI SHALL BE1..THEMINIMUM ALLOWED THE FORA PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER THE FEET OF TI CAP 12' TO IS OUTSIDE � P1e � SEWER. AFTER THE FINAL BACKFlLL HAS BEEN IN PUCE AT LEAST 30 DAYS, THE DEFLECTION DIAMETEROFPIPE) 4 TESTMAYBEPERFORMED. NO PIPE SHALL EXCEEDA DEFLECTION OF FIVE PERCENT(5%). IF APPROVED ROCK FREE µy µ° THE DEFLECTION TESTIS RUN USING A RIGID BALLOR MANDREL, IT SfULL SHALL HAVE A BACKFILL COMPACTED IN 6' DIAMETER EQUAL TO BS%OF T HE INSIDE DIAMETER OF THE PIPE.THE TEST SHALL BE f— FLOW —A LIFTS (NO STOWS LARGER THE CONTRACTOR SHALL AT ALL PERFORMED WITHOUT MECHANICAL PUWNG DEVICES. ALL MANHOLE AND PIPELINE THAN 1 IZ DIAMETER) TIMES KEEP THE TRENCHES MATERIALS, METHODS AND TESTING SHALL BE IN ACCORDANCE WTTH GTY AND STATE INV. ELEV. POINT _-- ENTIRELYFREEGFWATERUNTL SANITARY SEWER SERVICE CONNECTION STANOARDSANDTHESEPLANS. ALL WORK IS FINISHED AND CRUSHEDREADY FOR BACKFIWNG NTS DETAIL OF SANITARY SEWER CLEANOLIT SUS• STONE BEDDING DING D+2 FEET UNDISTURBEDSOIL TYPICAL SANITARY & STORM SEWER TRENCH rNENHOUEFRAMES COVER EHAH IRA LEBARON 266OR EQUAL. FINISH GRADE GROUT FRAME. TO RISER ADJUST RIM WITH CONCRETE POSERS A.S.T.M.UTS COAT EXTERIOR MIN. OF CONCRETE PRECAST WITH TWO 14 REINFORCEDCONC, COATS OF MANHOLE CONE AND RISER WATERPROOF SEALANT COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/T GRADE W STEEL REIWORCEMENTOR EQUAL. 12' O.C. MAX. a•O.C. MIN. ----- 5• �— O RING RUBBER GASKET IN ACCORDANCE WITH A.S T.M. C443 AMA. T.M. G381 OR BUTYLROPE S.D. IRELAND WELDED STEEL PRECAST 4B' MANIDLE Oft WARE FABRIC APPROVED EQUAL CLASS B CONCRETE CAST IN PLACE SHELF �RUBP EALL NYL PIPES) BACKFILL 0� VARIABLE STANDARD /\ LENGTHS(;354 FT.) 12' 4" a• s' SS. PRECAST 4'TO1il2' CRUSHED MONOLITHIC A`4�dO.C. STONE BEDDING. CONCRETE BASE MIN. EACH WAY EXTEND BEDDING TO 2' HEIGHT. LIMITS OF EXCAVATION. PRECAST SEWER MANHOLE DETAIL NTS NEW 15• SDR3 SANITARY SEWER - BOOT TYPE CONNECTOR AT ALL PIPES DOUBLE BELL COUPLING (USE ONLY ONE COUPLING) [CAIITINPI.ACE TROUGH AND SHELF NEW IS SOR35 SANITARY SEWER FLOW- ///// FLOW—� 3A' MAX EXISTING 15• PVC SANITARY SEWER CAST IN PLACE TROUGH SLOPE TO MATCH EXISTING PIPE SLOPE DURING MANHOLE INSTALLATION, THE CONTRACTOR SHALL PREVENT SEWAGE FROM ENTERING THE EXCAVATED AREA FROM THE UPGRADIENT NEW!' SDR36 PVC PIPE INVERT IN. PIPING BY PROVIDING TEMPORARY BYPASS PIPING, TEMPORARY PLUGGING PROVIDETROUGH TO TRANSITION FROM NEW B' AND PUMPING, OR OTHER APPROVED METHODS. THE CONTRACTOR SHALL INSURE THAT UNINTERRUPTED SERVICE IS MAINTAINED, AND THAT SEWAGE PIPETOMAINTROUGH DOES NOT BACK UP INTO EXISTING BUILDINGS. NEW SEWER MANHOLE INSTALLATION DETAIL NTS R I GI I Z- 'RADIUS MANHOLE (MIN.) WALL RUNG MANHOLE 6"SERVICE — COVER MANHOLE CHANNEL NTS 322 320 318 318 __ I 322 NI. 320 __ -_ _ SEWER FINISH GRADE _ —. _ 318 314 312 310 _ -_ _.... _ --_... - - - ___......_ __ _-___ 316 314 EXISTING GROUND - - 312 310 308 WS 304 205 LF NEW 6" SDR 35 PVC 308 � 36 30 UNIT 1 SERVICE UNIT 2 SERVICE UNIT 3 SERVICE UNI 4 SERVICE DATUM ELEV - --_-- - 302 10+00 11+00 SANITARY SEWER SERVICE PROFILE 1--10' VERT. AND HORIZ. 12+00 0IN III IN] mill I� THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' PRIOR TO ANY EXCAVATION ANTONIO B. POMERLEAU, LLC N/F SHOPPING CENTER STONE LINED EMERGENCY OVERFLOW �3\•1r I I t rrl d® S SONRIBE 4 PARTNERSHII 1 ( RESIDENT 1 LEGEND _ _ -- _ - - - � 3/4" PE SERVICE PIPE EXISTING PROJEC OUNDARV — ABUTTING PROPERTY LINE — BUILDING SETBACK ----`^-""'�y8 '�" EXISTING GROUND CONTOUR EXISTING TREE LINE OHW —�5 EXISTING UTILITY POLE AND OVERHEAD WIRE - - - - - - - S - - - - - - EXISTING SEWER LINE - - - - - - - W - - - - - - EXISTING WATER LINE W PROPOSED WATER LINE S PROPOSED SEWER LINE SOIL BORING- G.W. MEASURED ON 6-_15 PROPOSED CONTOUR RICK MARCOTTE CENTRAL SCHOOL PROJECT) P� SITE w�N E LOCATION PLAN NTS 1 i % I / \ \\\ \\\ /1 1 1 / i \\ I i / APPROXIMATE LOCATION OF EXISTING WATER / & SEWER SERVICES. WHEN ENCOUNTERED rr DURING EXISTING BUILDING DEMOLITION, CUT AND CAP BOTH SERVICES. t ,./ CHANG MING & XIANG ( YONG JIANG NI_ 1 l GRAPHIC SCALE o e o b a ( W FEET ) I i-h - 10 fL �r SISETBAGKUNDERCURRENT - COMMERCIAMER.IAL 1 I RESIDENTIAL 12 DIST11 C( I DA ;ID T ;IA zv I cAil> Shy FRONTYARD li COMMERCIAL 1 I Imlx yli REAR YARD SETBACK clp UNDERPROPOSED / FORM BASED CODE T-3 DISTRICT SIDE YARD SETBACK UNDER PROPOSED ' FORM -BASED CODE T3 DISTRICT 1 FRONT YARD SETBACK I UNDER PROPOSED R CURRENT 1 FORM -BASED CODE T-3 DISTRICT 12 DISTRICT 1 1 20' "BUILD 70 ZONE' �I1 SIDE YARD SETBACKUNDER 1R.PO.. FORMBASED CODE T-3 DISTRICT SITE —0 T IS BASED ON POSSIBLE NEW ZONING 1 FORM BASED CODE T-3 ZONING DISTRICT ZONING SETBACK PLAN SCALE: 1" = 20' JOHN L. WOLFF. III N/F RESIDENTIAL r11EN YUN POON N/F 1 RESIDENTIAL I NEW SEWER MANHOLE RIM ELEV = 316.4 15' INV IN = 306.26 15" INV OUT = 306.26 6" PVC INV. IN = 306.26 THE CONTRACTOR SHALL VERIFY THE ACTUAL SIZE AND LOCATION OF THE EXISTING SEWER MAIN PRIOR TO ORDERING STRUCTURE �J II EXISTING CURB STOP LOCATION IS UNKNOWN. CONTRACTOR SHALL ATTEMPT TO LOCATE CURB STOP, (CONTACT CITY IF NEEDED), AND CLOSE CURB STOP AND REMOVE ROD. rn I� z O Um) 1 C I O 1 j � I my �0 rn I I DEC 1 `?r 2 LI't' City of So, Burlington SONRISE PARTNERSHIP, LLP NIF RESIDENTIAL ^• 31-1 0 PLANTING SCHEDULE Kry I Ba mwd Name Common A'ame Remmke g AF Acerxfreemana "AUMmn Fantasy' Preemen luLpk 21R"caliper, BBB AR Acer n/hnini 'A�m.n Flame' Red Maple 21R"caliper, BBH AL Amelonchier laevie 'Srroweloud'or.MaJeeftc' Alkgh.y Smvieebeny 2"caM1pa,BBB BN Be.Mla nlgra'HenMge' RiverBwh 21/2"eliper, 6'brnnching hcigh4 single stem, BBB CC Celris ooeldentalb'Pralrle Prr�' Comm. Hwkberry 212"wlipe4 d&B CO Cormv aRem%oba Pagoda Ihigwnad 2" celipa. BBB HV Hanromelu vlrgMiana Amencen 11'itoh-hss l 2" oahpa, BBB OV Oatrya vir8inwna Eutem Hop-hambenm 2112" a-1 BBB QB Qrmrcw bicolor SwmnP µ'hire Oak 212" eel'ryer, BBH Shrub, AM Aroma mebrwcmpa'AuamnMagk' Bhmk Chokebmy I8"[o 24"M1eigM142-gall. c.mmer CE CephaWndrun acideMala Bnnonbaah 18'W24"M1eighL 2-8— c.— CL Clethma ,,rlM'Ruby Spce' Swwt Peppmbwh 18"b 24"M1cighl, 2-gall.µ m. CM Comes ammommn SAky Dogwood 19" l0 24" h6gh4 2-8e11. c.tainer Wf llaz w 11b,'A/t qB ' wmle _ (k—k) 18" l0 24" h6&, 2 g 11. conleinar Wm lkx vertkdlata Jim Dmldy' wmta (mak) 18"10 24" height, 2g11. conbiner LB Linder, beP m NOMmn SpweborM1 I9"m24" heighl, 2-ga11. canminer Po Phyraatpus oyulSolMs'Cenrer Clow' Nweberk I8't 24"heighL2-g"Il.me.P AS SHOWN ON THE TREE PLANTING DETAIL NTS GRAPHIC SCALE l a ( IN FEET ) I IRON = 10 TL PLUMB TREE TRUNK OT BALL ON AND MD( OR :BED SOIL HREDDED )D MULCH A )F 3FROM INK 'E MIX tBED SOIL A OItUWN UN I Hit PIAND SHRUB PLANTING DETAIL H18 L LEGEND — — — EXISTING PROJECT BOUNDARY — — — ABUTTING PROPERTY LINE — BUILDING SETBACK — ------"'�'^" EXISTING GROUND CONTOUR EXISTING TREE LINE OP IW—`$'--'-- EXISTING UTILITY POLE AND OVERHEAD WIRE .......... ...... ._ —,.,.. _q— — — —..... — EXISTING SEWER LINE ---------W--"------ EXISTING WATER LINE _—.___._....._,_,,,...yy_...�.�..._................_..._... PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED CONTOUR NEW TREE LINE SOIL SPECIFICATIONS FOR PLANTING AREAS t LANDSCAPE BACKFILL SHALL BE PREMXED. CONSISTING OF APPROXIMATELY 50% TOPSOIL, 28% COMPOST, AND 25% NATIVE SOIL. IN CASES WHERE THE NATIVE SOIL MEETS THE TOPSOL SPECIFICATION, THE PROPORTIONS OF NATIVE SOIL MAY BE ADJUSTED UP TO 75%. 2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP, TOPSOIL SWILL NOT BE OBTAINED FROM WETLANDS, TOPSOIL SHALL BE LOOSE, FRIABLE, FREE OF ROOTS, NOXIOUS WEEDS, STONES LARGER THAN 1 INCH, AND OTHER DEBRIS. 3. ALL IMPORTED SOIL SHALL BE REASONABLY FREE FROM ROOTS, HARD CLAY, COARSE GRAVEL, STONES URGER THAN TWO INCHES IN ANY DIMENSION. NOXIOUS WEEDS, TALL GRASS, BRUSH, STICKS, STUBBLE, AND ANY MATERIALS THAT WOULD BE DETRIMENTAL TO HEALTHY VEGETATIVE GROWTH, 4, BOTH TOPSOIL AND SUBSOIL SHALL HAVE A TEXTURE OF FINE SANDY LOAM PER THE USDA TEXTURAL TRIANGLE AND CONFORMING TO THE FOLLOWIN O SPECIFICATIONS: SIEVE NO. %PASSING T 10D D w-w 40 80-80 SO Im 20.0 M) 200 1Di0 2W T THIGC SHREDDED HARDWOOD MULCH A CLAY LESS THAN 1- MINI UMOF 2' FROM STEM PH 5.5 TO 7.0 ORGANIC MATTER TOPSOIL I0-15%, SUBSOIL: LESS THAN/0% LANDSCAPE PLANTING MIX 5. COMPOSTSHALLBEFREEOFWEEDSEEDSANDCOMPLYWITHEPAREQUIREMENTSFORCOMPOST.—COMPOST SHALL HAVE A LOOSE AND GRANULAR TEXTURE, AND SHALL POSSESS NO OBJECTIONABLE ODORS, AND SHALL NOT UNDISTURBED SOIL RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED, COMPOST SHALL COMPLY WATH TABLE T85.MA (PHYSICAL PROPERTIES I EPA COMPOST MATERIAL REOUA MEWS) OF TIE VTRANS STANDARD SPECIFICATIONS BREAK APART EDGE OF FOR CONSTRUCTION. EXCAVATION WITH S. TO ASSURE THE GROWTH OF TREES.SHRUBS, AND OTHER PLANTS, THE SOIL MIST NOT BE COMPACTED. ANY SHOVEL AND BLEND AREAS OF INADVERTENTLY COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING A SUBSOILER, CHISEL PLOW, LANDS CAPE RANTING MIX ORSYEXCAVATIONAND REPLACEMENT VATH UNCOMPACTED SOIL. DO NOT DRIVE EQUIPMENT ON THE SOILAFTER WITH EXISTING SOIL TO IT HAS BEEN PLACED OR DECOMPACTED. FINE GRADING AND PIANTIND OF SPECIFIED IANDSCAPING MAY BE DONE PROVIDE SOIL TRANSITION USING LOW GROUND PRESSURE EQUIPMENT, IF THS CAN BE ACHIEVEDWITHOUT COMPACTION. PUCE ROOTBALL ON T. DO NOT STOCKPILE SOIL OR COMPOST IN WET OR MUDDY CONDITIONS. PROVIDE EROSION CONRAOL TO PREVENT UNEXCAVATED OR TRANSPORT OF SEDIMENT OR DUST AWAY FROM THE STORAGE AREA. TAMPED SOIL 8. SOILS WITHN THE FULL SPECIFIED DEPTH SHALL HAVE A BULK DENSITY NOT EXCEEDING 139/a . SOILS SHALL EXHBIT THE FOLLOWING CONE PENEIROXEIER READINGS: -SURFACE RESISTANCE -LESS THAN 110 PSI Q.T kgfmM -SUBSURFACE RESISTANCE - LESS TWAN 280 PSI (18.3 kgi..?I 9. SOILQUAUW AND DEPTH SHALL BE ESTABUSHED TOWARD THE END OF CONSTRUCTION AND, ONCE ESTABUSHED. SHALL BE PROTECTED FROM COMPACTION, EROSION, AND OTHER DETRIMENTAL INFLUENCES THROUGH THE END OF CONSTRUCTION. DEC 1 y 2011-1 City of So. Burlington GENERAL CONSTRUCTION NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATESTVERMONTAGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION 2006, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESRa03 EDITION, THE SOUTH BURLINGTON PUBLIC WORKS SPECIFICATION REQUIREMENTS AND THESE PLANS. 2, THECONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION O VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY TIGSAFE-AT 1-0 4IJ 7233(1.888OIG4AFE)& THE CITY OF BURLNGTON AT (W2)86i58W PRIOR TO ANY EXCAVATION. 3, UIUTIES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTUTY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES, SOILS. VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRICTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 5. THECONTRACTORSHALLSERESPONSISLE FOR ENSURING THAT THE DUST CREATEDAS A RESULTOF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. ME%AND WHEN DEEMED NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS MST CONTROL. 8. ANY SURFACES, ONES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEOATELY PRIOR TO THE BEGINNING OF OPERATIONS, 7. CONSTRUCT ION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED ASA CONDITION OF STATE AND LOCAL PERMITS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PLANS BE OBSERVED BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF THE WORK IS BE INGPERFORMEDINACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. L&D WAIVESANY AND ALL RESPONSIBUTY AND UABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE PLANS ANO SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT UD4 PRIOR KNOWLEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AM TESTING IN PROGRESS. 8. FORANYWORKWITHINTHEPUBUCRIGHTOF-WAY A MININIUMOF ONE-WAY TRAFFIC SHALLBE MAINTAINEDAT ALL TIMES. CONTNUMS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, DURING PEAK4HOURS, AM WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES. TEMPORARY CONSTRUC110N &IONS AND TRAFFICCONTROLSIGNSSHALLBEERECTEDBYTHECONTRACTORINACCO MCA WITHSTATEANDCITY STANMRDS. 9, O ASSURE COMPLIANCE WITH THE PIAN(S), TIE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, BEGINNING INSTALLATION OF ANY UTIUTIES, BRINGING IN ANY NEW GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FI NLAL INSPECTION. 10. TOPSOIL SHALL BE STOCKPILED, SEEDED, AND MULCHED UNTIL RELSED. SILT FENCE SHALL BE PIACEDAND STAKED CONTINU SLY AROUND THE DOWNSLOPE PERIMETER OF THE TOPSOIL PILES. 11. HEALTHY EXISTING TREES AS SHOWN ON THE SITE PUN TO BE SAVED SHALL SE PROTECTED BY THE CONTRACTOR. 12. OPEN CUT AREAS SHALL M MULCHED OUTSIDE OF ACTUAL WORK AREAS, AND SILT FENCE SHALL SE EMPLOYED TO CONFINE SHEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY THE ENGINEER. 13. AT COMPLETION OF GRADING.SLOPES,DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE, 14. AUFILLSHALLSEPLACEDINSINGHUFMAND THORMGHLYC0MPACTEDTO93%OFMAXIMUMMNSITYAT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DSM STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. LANDSCAPE SPECIFICATIONS TREE AND SHRUB PLANTINGS 1. ALLPWNTMATERIALSSHALLCONFORMTOTHEINMRNATIONALSOCIETYOFARBORICULORE PMNCIPALSANDPRACTICESOFPLANTNGTREESANOSHRUBS, ANOTIE MOST RECENTVERSIONOF THE AMERICAN STANDARD FOR NURSERYSTOOK -ANSI Z80.1. 2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE ENGINEER SHALL APPROVE PRIM TO INSTALLATION. 3. CONTRACTORSHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS. PLANTS THAT ARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL M KEPT SHADED AND PROTECTED WITH SOIL, BARK MULCH OR OTHER ACCEPTABLE MATERIAL AND REGULARLY WATERED. 4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING UNDERGROUND UTUTIES ARE LOCATED TO AVOID INTERFERENCE. S. STREET TREES TO ARRIVE FROM NURSERY WITH B FEETI2 METERS BETWEEN THE FINISHED GRADE AND THE FIRST TREE BRANCH. 6. DO NOT PRUDE THE TREES OR SHRUBS AT PLANTING. PRUNE ONLY DEAD OR CRUSHED ROOTS AND DEAD OR INJURED BRANCHES. 7, TREES SHALL HAVE A MINIMUM 50% UVE CROWN RATIO. e. EACH TREE AND SHRUB MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MIN ORDER ROOTS ARE VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL SHALL BE REMOVED TO LOCATE THEM. PLANT TREES AND SHRUBS SO THAT THE MAIN ORDER ROOTS ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL NTH SOIL OR MULCH. 9, EXAMNE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 10. FORA LL TREMANDSHRUM CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP 2J30F ROOTBALL AFTER PLACEMENTIN PLAN LNG PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY AFTER PLACING ROOT BALL IN PLANTING PIT. 11. BREAK APART EDGE OF EXCAVATION WITHSHONEL AND BLEND PUNT MX WITH EXISTING SOIL TO PROVIDE SOIL TRANSITION. 12. TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF W. SHRUB PUNTING PIT STALL HAVE A ZC MINIMUM DEPTH, THE TREE PIT AREA SHALL HAVE THE PUNT MIX SPECIFIEDBELOW. 13, STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE ENGINEER. STAKES SHALL M REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 14. PUNT MIXSHALLCONSISTOFTHEFOLLOMNGRATIO:1/3PARTCOMPOST,MPARTSTOPSOILPUNT MIXMBETESTEDANDAMROVEDFORp UTYBYENGINEERPRIORTOIMTALLATON.THECORRECT GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT LIMITED TO, THE FOLLOING MANUFACTURERS: INTERVALE COMPOST PRODUCTS, VERMONT NATURAL PRODUCTS AND VERMONTCOMPOST COMPANY. 15. FOLLOWING PUNTING, FERTIUZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED TO TREES AND SHRUBS. 16. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT DYER OF HEMLOCK OR PINE BARK MULCH; MAXIMUM OF T THICK, ON PLANTING BEDS. NO DYED MULCH WILL BE ACCEPTED. 17. WATERALLTREESANDSHRUBS THOROUGHLY ONCE PUNTED TO PULL SOBS AGAINST ROOT BALLAND SETTLE AIR POCKETS. ADDTONAL SOIL MAY BE NEEDED; WATERAGAIN TO ENSURE COMPLETE COMPACTION. RESET SETTLED PUNTS TO PROPER GRACE AND POSITION. RESTORE ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLEDAROUND PUNTS. 18, CORRECT WORK AS SOONAS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER PERMITS. 19. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE PRUNING, CULTIVATING, WEEDING, WATERNG, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE WRING CONSTRUCTION AND WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PLANTINGS DAILY. 20. ALL LANDSCAPE PUNTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. NEWTYPEBOAS",N CE 1 1/T THICK VTRANS TYPE III CONCRETE CURB ALL JOINTS SHALL WVEARNG COURSE BE THOROUGHLY PCLEANED AND SEESIEPAOGADNG COATEDNTH TTH CSTYPEl S EMUSFIED \ BASE COURSE I ASPHALT PRIOR TYPE II STONE TO PAVING (VTRANS SPEC. 70LW) MIRAFI 500X GEOTEXTIIE GRADEOF PAVEMENT FABRIC OR EQUAL i DENSE GRADED CRUSHED GRAVEL WHERE ADACENTSLOPE (VTRANS SPEC' 704.(X5A) ALLOWS, EXTENDGRAVEL SLSBASE TO DAYUGHT NOTES: SELECT NATIVE SOIL, GRANULAR BORROW, 1. IN ALL AREAS WHERE UNSTABLEMNSUITABLE SUBGRAM SOILS ARE PRESENT, THE SUBGRADE SHALL OR SAND BORROW IN AREAS WHERE FILL IS BEOVER-UCAVATED TO REMOVE THE UNSUITABLE MATERIAL AND BACKFIL EDWATH SAND BORROW NEEDED O REACH SUBGRADE ELEVATION OR SELECT NATIVE MATERIAL. 2. SUBGRADE SOIL AND NEW CRUSHED GRAVEL SHALL BE ADEQUATELY COMPACTED TO NOT LESS THAN 95%OF THE OPTIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D898). 3. THE SUBGRADE SHALL BE OBSERVED BV LAMOLMEUX & DCKIMS PRIOR TO PLACEMENT OF FABRIC AND GRAVEL. A TRUCK TEST MAY BE REQUIRED IF QUESTIONABLE SOIL IS ENCOUNTERED, TYPICAL DRIVE & PARKING AREA CROSS SECTION NTS CLASS B CONCRETE 1n•RADIus 4•-0• r TAPER FINISH' GRADE 10 8 TYPICAL TAPERED CURB NTS TURF ESTABLISHMENT ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS, ROOFS) SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO OCTOBER 1. ANY WORK PERFORMED AFTER SEPMMEER 150E EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL RE INMEDATELY SEEDED AND REMULCIEDAS SOON AS WEATHER PERMITS IN TIE SPRING. PLACEMENT OF TOPSOIL, AND THE APPLICATON OF SEED, FERTILIZER, UME (WHERE APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. A MINIMUM OF 4 OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENTOF TOPSOIL SHALL NOT M DONE OMEN 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 OSJECTIONLAL MATERIAL SHALL BE REMOVED. 2, SEED MIXTURES SHALL CONFORM TO THE SEED MIX TABLE SHOWN ON THIS SHEET MG BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPMMSER 1 AND MMBER 1, WINTERRYESHALLBEOVERSEEDEDATANAPPLICATIONRATEOFIMM OS PERACRE. 3. FERTIUZERSHALLCONFORMTOTIESTANDARMOF THEASSOCIATIONOF OFHCIAL AGRICULTURAL CHEMISTS AND BE APPLIED ONLY AFTER PERFORMING A SOIL TESTAND BE APPLIED BASED UPON SOIL DEFICIENCIES. UMESHALL ONLY SE APPUEDAS NEEDED &LASED UPON A SOIL PH TEST. 4. WITHIN24HOURSOF APFUCATIONOF SEED. FERTIUZERANOUME, THE SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALLBE SPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. 5. THECONTRACTOR SHALL BE RESPONSIBLE FOR A FULLGROWTH OF GRASS IN ALL DSTURSED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE PERMANENTAND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL M RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED. MULCHED, AND AREAS OF ESTABUSHED VEGETATION MIL RNAL ACCEPTANCE OF THE VORK BY THE OWNER. URBAN MIX GRASS SEED %BY WEIGHT LBS, LIVE SEED PER ACRE TYPED SEED 31.5 45 CREEPINGREDFESCUE 31 25 375 KENTUGCV BLUEGRASS 31.25 375 WINTER HARDY, PERENNIAL RYE 100 I 9 LIVE SEED PER ACRE 1X' RADIUS g jI 12" RADIUS Ii� PAVEMENT 14 CLASS 8 CONCRETE END AREA = 0.94 S.F. CONCRETE CURB NTS NOTES: 1) CURBING SHALL M CONSTRUCTED IN PIT SECTIONS WITH 1S• JOINTBETWEEN SECT10 2) CURBING EXPANSION JOINTS SHALL SE CONSTRUCTED EVERY 20 ANDSH U BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHITO DESIGNATION M153 (12' SPONGE RUBBER OR CORK). 3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI ATM DAYS. SHALL BE AIR ENTRAINED AT NOT LESS THAN 5%AND NOT MORE THAN M, AND SHALL HAVE MINIMUM 20%FLY ASH CONTENT. T THICK MULCH A MINIMUM OF T FROM STEM REMOVE BURLAP FROM TOP 2U30F ROOTBALL. AFTER PLACEMENT IN PLANTING PR. LOOSEN REMAINING BURIAPTOALLOW FCRROOT DEVELOPMENT PLACE RCC)MALL ON f BREAK APART EDGE OF EXCAVATIONUNEXCAVATEDOR -m- _11 WITHSHOVEL ANDBLEMPLANTMIX TAMPED SOIL SlBE9THE R0011dA11 WITHEXISTNGSOILTOPROVIDESOIL TRANSITION SHRUB PLANTING DETAIL TREE PLANTING DETAIL NTS PLUMB TREE TRUNK 7 THICK MULCH A MINIMUM OF TFROMTTEETRLMK PLACE ROOT BALL ON TAMPED PUNT MIX OR UNDISTURBEDSOIL TREE PIT UNDISTURBED SOIL EXISTING BIT. PAVING ON ONE OR BOTH SIDEs THICKNESS OF EXISTING PAVEMENT OR A MINIMUM OF 1 1/T OF TYPE III OVER 21,7 OF TYPE II BASE COURSE ' THICKNESS O M DEHI EG RADED EGSTING OR 18' MINIMUM DENSE GRADED GRAVEL �ASE. CRUSHED STONE PER VT. STATE SPEC. 704.a6 _ �T TRENCH EXCAVATION REPLACEMENT of EXISTING BITUMINOUS PAVEMENT NTS PUBUC 50' MIN, I RI01-T40E-WAY PROFILE EXISTING GROUND 1-1/2-TOT OR SUBGRADE DIA. STONE 11�� �M�Otl Syb N� u WIDTH OF Leo?• ROADWAY 50' MIN. 1 - PUBUC r 1 3€_=Y NOTES: PLAN 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBUC RIGHTSOF MAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDIOR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONO PUBUC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE WE OF CALCIUM CHLORIDE OR WATER MAY BE NECESSARY TO CONTROL DUST DURING THE SUMMER, 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHTAF-WAY. STABILIZED CONSTRUCTION EXIT NTS IT CRUSHED GRAVEL FOR SUPBBAS� EARTH BORROW : \!'v i�O��..�>y�O� Qivw� mid$\\'. y-�'i'.i ✓. �' ' GRADATION REQUIREMENTS SIEVE PERCENT (%) MATERIAL S1ZE PASSING SAND CUSHION -VT SPEC MW 2" 100% 11/7 90.100% 'IT T0.100 % M 80.100% r10a 02M ae% CRUSHEDGRAVELFORSUMASE T 100% VT SPEC I- FINE 11TT 80.100% M 3080 % &Tao a12% 82. OE % MNSEGRADEDCRUSHEDSTONE 31Z 100% VT SPEC -DOS 3' 9p 100% 2' ill" M4 R200 75-100% 50-W% 3GS0% -40% I 0-S % RECEIVED DEC 11 2015 City of So. Burlington 322 320 318 316 314 312 310 308 306 304 DATUM ELEV FINISH GRADE BACKRUNTHAPPROVED EXCAVATED MATERIAL !3Kk TM UGHLYCOMPACTED IN 6 LIFTS w UNDISTURBED SOIL TIESIDESOFTRENCHES4FT. w OR MORE IN DEPTH ENTERED T ISLES THAN S BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE g IF COVER M PIACE 4' THICK INSULATED ANGLE OF REPOSE BOARD, WHICH IS SUITABLE - - - - - - - - - - - - - - FOR BURIAL OVER PIPE. 12' ('D IS OUTSIDE DIAMETER OF PIPE) APPROVED ROCK FREE b' BACKFILL COMPACTED IN 8' UFTS (NO STONES LARGER THE CONTRACTOR SHALL AT ALL THAN 1112'DIAMETER) TIMES KEEP THE TRENCHES ENTIRELYTIRELYFREE WATER L1NTL _ _-- ALL WORK IS FINISHED AND READY FOR BACKFILUNG 3/B' CRUSHED STONE REDOING I Dal FEET UNDISTURBED SOIL TYPICAL SANITARY & STORM SEWER TRENCH ATS uux .HRKt .n vac xortA mv+wsc � MII x PAc 'MT ➢ °.r - SANITARY SEWER SERVICE CONNECTION NITS SANITARY & STORM SPECIFICATIONS 1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PLANS. PVCPIPESHALLBESDIR35CONFORMINGTOASTMD3 ,ASWM 12,ANDASTM F471. CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO WI W FOR ACOGMP PIPE AND AASHTO M-246 TYPE BFOR POLYMERIC COATED STEEL PIPE. CORRUGATED POLYETHYLENE PIPE SHALL CONFORM TO AASHTO WIM, TYPE S (SMOOTH LINED). 2) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE INFILTRATION CR EXFILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING SHALL BE PERFORMED IN ACCORDANCE MATH ASTM CB2 .. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER 1W FEET OF W SEWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST W DAYS. THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (5%). IF THE DEFLECTION TESTIS RUN USING A RIGID BALL OR MANDREL, IT SHALL SHALL HAVE A DMMETER EQUAL TO SS%OF THE INSIDE DIAMETER OF THE PIPE.THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. ALL MANHOLE AND PIPEUNE MATERIALS, METHODS AND TESTING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND THESE PLANS. AOJUSTRIM WITH GROUT FRAME TO RISER CONCRETE RISERS A.S.T.M. C4TB PRECAST COAT EXTERIOR MIN. OF CONCRETE WITH TWO (1)REINFORCED CONIC. COATS MANHOLE CONE AM RISER WATERPROOF SEALANT 3'R COPOLYMER WATERTGET FLEXIBLE POLYPROPYLENE BOOT TYPE CONNECTOR PLASTIC RUNGS MATH NEW 1IE SORM SANITARY SEWER AT ALL PIPES 7-0" RADIUS 1 Z GRADE W STEEL REINFORCEMENT OR RISE TROUGH AND SHELF NEW ITSM36 SANITARY (MIN.) EQUAL. 12' O.C. MAX. DOUBLE BELL COUPLING SEWER (USE ONLY ONECOUPLING) 8' O.C. MIN. O RING RUBBER GASKET IN ACCORDANCE WTH A.S.T.M. FLON� 3' C ANDA.S.T.M. O3810R BUTYL ROPE 6"SERVICE 3- S.D. IRELAND MAX WELDED STEEL EXISTING 1 S PVC \ PRECAST IB' MANHOLE OR WIRE FABRIC SANITARY SEWER OA3T IN PLACE APPROVED EQUAL TROUGH SLOPE TO EXISTING PIPE MATCH /' <// SLR DURING MANHOLE INSTALLATION, THE CONTRACTOR SHALL PREVEM CLASS B CONCRETE CASTIN PLACE SEWAGEF ENTERINGTIIEEXCAVATEDAREAFROMTHEUPGRADIENT NEWWSDR35PVCPIPEINVERTIN. SHELF RUBBERGASKET PIPING BY PROVIDING TEMPORARY BYPASS PIPING, TEMPORARY PLUGGING PROVIDE TROUGH TO TRA MON FROM NEW B' (TYP. ALL PIPES) AND PUMPING, OR OTHER APPROVED METHODS. THE CONTRACTOR SHALL PIPE TO MAIN TROUGH INSURE THAT UNINTERRUPTED SERVICE IS MAINTAINED, AND THAT SEWAGE 2' RISE (MAX.) DOES NOT BACK UP INTO EXISTING BUILDINGS. CHANNEL SUITABLE �8' SDR35 PVC BACKFILLj Orz VARIABLE STANDARD NEW SEWER MANHOLE INSTALLATION DETAIL 0� MAX_ /� LENGTHS(2,3 M 4 FT.) NITS 12' 4 PRECAST✓ O-wr TO11R'CRUSHED MONOLITHIC #4�8`O.C. STONE BEDDING. CONCRETE BASE MIN. EACH WAY EXTEMBEDDINGTO 2' HEIGHT. LIMITS OF EXCAVATION. PRECAST SEWER MANHOLE DETAIL MANHOLE CHANNEL NE'uV SANITARY FINISH GRADE EXISTING GROUND 205 LF N 6 UNIT 1 SERVICE UNIT 2 SERVICE UNIT 3 SERVICE UNI 4 SERVICE 300, 00 10+00 11+00 SANITARY SEWER SERVICE PROFILE 1' 19VERT.ANDHOR12. 12+00 324 322 320 318 316 314 312 310 308 306 304 302 300 DETAIL OF SANITARY SEWER CLEANOUT NITS RECEIVE DEC t y 2015 City of So. Burlington SEE PLANS FOR GRADING, SIDESLOPES SHALL BE 3H:1V 5' MINIMUM 4" LOAMY THICK 212 OCRUSHED STONE WHEREAREASOF SILTY LOAM EXISTAT-'�Y�YT`/Tvr` Z12"O CRUSHEDSTONE THE BOTTOM OF THE INFILTRATION BASIN, MIRAFI 140 GEOTEXTILE THE BOTTOM SHALL BE OVEREXCAVATED AND THE MATERIAL REPLACED WITH ONSITE SURROUNDING CRUSHED STONE SANDY LOAM OR GRAVELLY LOAM BORROW WITH MINIMUM 24" OVERLAP AT TOP TYPICAL INFILTRATION BASIN SECTION NITS INFILTRATION BASIN CONSTRUCTION NOTES 1. THROUGHOUT ALL CONSTRUCTION ACTIVITIES, THE OPERATION OF HEAVY EQUIPMENT OVER THE AREA OF THE PROPOSED STORMWATER INFILTRATION BASINS SHALL BE RESTRICTED TO PREVENT COMPACTION OF THE UNDERLYING SOILS AND REDUCTION OF THE SOIL PERMEABILITY. IF EQUIPMENT MUST SE USED IN THE INFILTRATION BASINS FOR BUILDING OR UMUTY CONSTRUCTION, A MINIMUM OF 2 FEETOF OVERBURDEN SHALL BE IN PLACE TO MINIMIZE COMPACTION OF THE UNDERLYING SOILS. Z DURING EXCAVATION FOR THE INFILTRATION BASINS, THE CONTRACTOR SHALL TAKE CARE TO PREVENTOONTAMINATION OF THE NATIVE SOILS WITHSEDMENTORFILLMATERIAL THE STORMWATER INFILTRATION BASINS SHALL NOT BE USED FOR CONCRETE WASHOUT AREAS. 3. THE INFILTRATION BASINS SHALL BE USED TO CONTROL AND INFILTRATE RUNOFF FROM THE SITE DURING CONSTRUCTION. WRING THE INITIAL EXCAVATION OF THE BASINS, THE BOTTOM SHALL BE EXCAVATED TO TABOVE THE FINISH GRADE ELEVATION. AFTER CONSTRUCTION OF THE BUILDING. DRIVES, AND PARKING ARE SUBSTANTIALLY COMPLETE, THE BOTTOM OF THE INFILTRATION BASINS AND SIDESLOPES SHALL BE EXCAVATED TO THE FINISH GRADES SHOWN. THE BOTTOM OF THE BASINS SWILL BE IN NATIVE SAND. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED UPON FINAL STABILIZATION OF THE UPSLDPE CONTRIBUTING AREA. IF ANY FILL MATERIAL IS REQUIRED TO FILL VOIDS ONLY APPROVED CLEAN NATIVE SAND SHALL BE USED. 4. A MINIMUM P THICK LOAMY SAND TOPSOIL SHALL BE PLACED OVER THE BOTTOM AND SIDESLOPES OF THE INFILTRATION BASIN. THE CONTRACTOR SHALL APPLY SOIL AMENDMENTS AS NECESSARY, BASED UPON A SOIL TEST, 5, THE CONTRACTOR SWILL BE RESPONSIBLE FOR A PERMANENT VIGOROUS GROWTH OF THICK GRASS THROUGHOUT THE BASIN AND CONTRIBUTING SWALES. ALL DISTURBED AREAS SHALL BE SEEDED WITH SEED MIX AT THE SPECIFIED RATE, PRIOR M MULCW ND. DEPTH VARIES - PROVIDE MINIMUM OF 12". SLOPE TOWARDS EXISTING BERM AS NECESSARY TO MAINTAIN DRAINAGE STRUCTURE AND MATCH 19" DEPTH AND 0.010 FT I FT MIN. EXISTING SWALE SLOPE IN DITCH 18" ORIGINAL GROUND ORIGINAL _-[` 1---- ----T GROUND `ORIGINAL GROUND 21 PROVIDE 4" TOPSOIL AND GRASS COVER TYPICAL GRASS SWALE NTS WATER PIPING SPECIFICATIONS INSTALLATION -PIPES, FITTNGS, AND ACCESSORIES SHALL BE CAREFULLY HANDLEDTO AVOID DAMAGE. PRIOR TO THE DATE OF ACCEPTANCE OF THE PROJECT WORK BY THE OWNER, THE CONTRACTOR SHALL REPLACE ANY NEW PIPE ORACCESSORV FOUND TO BE DEFECTIVE AT ANYTIME, INCLUDW AFTER INSTALLATION, AT NO EXPENSE TO THE OWNER. ALL INSTALLATION AND TESTING SHALL BE DONE IN ACCORDANCE WITH AMA STANDARD CAW AND ANSI SPECIFICATION A21.11. ALL PIPES SHOWING CRACKS SHALL BE REJECTED. IF CRACKS OCCUR IN THE PIPE. THE CONTRACTOR MAY, AT HIS OWN EXPENSE AND WITH THE APPROVAL OF THE ENGINEER, CUT OFF THE CRACKED PORTONSAT A POINTAT LEAST TWELVE INCHES (12-) FROM THE VISIBLE LIMITS OF THE CRACKAND USE THE SOUND PORTION OF THE PIPE. ALL PIPES AND FITTINGS SHALL BE CLEARED OF ALL FOREIGN MATTER AND DEBRIS PRIOR TO INSTALLATION AND SHALL BE KEPT MEAN UNTIL THE TIME OF ACCEPTANCE BY THE OWNER. AT ALL TIMES, MEN THE PIPE LAYING IS NOT ACTUALLY IN PROGRESS, THE OPEN ENDS OF MHE PIPE SHALL M HOSED BY TEMPORARY WATERTIGHT PLUGS OR BY OTHER APPROVED MEANS. IF WATER IS IN THE TRENCH WHEN WORK IS RESUMED, THE PLUG SHALL NOT BE REMOVED UNTIL ALL DANGER OF WATER ENTERING THE PIPE HAS PASSED. THE PIPE SHALL BE INSTALL EDINTRENCHESANDATTHEUNEANDGRADESHOWTJONTHECONTACTg WINGS.ANYDEFLECTION JOINTS SHALL M WITHIN THE LIMITS SPEARED BY THE WNUFACTLMER. ALLPIPING ANDAPPURTENANCES CONNECTED TO THE EQUIPMENT SHALL BE SUPPORTED SO THAT NO STAIN WILL BE IMPOSED ON THE EQUIPMENT. IF THE EQUIPMENT MANUFACTURERS SPECIFICATIONS INCLUDE THAT PIPING LOADS ARE NOT M BE TRANSFERRED, THE CONTRACTOR SHALL SUBMIT CERTIFICATION OF COMPLIANCE. WHENEVER SEWERS GROSS UNDER WATERMAINS THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM CA TIE MMRW N IS AT LEAST 181NCHES ABOVE THE TOP OF THE SEWER. THIS VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATER WIN LDCATEDWITHIN TEN FEET (10)HORIZONTALLYOFANYSEWERITCROSSES. THERESHALLBEW PHYSICALCONNECTION BETWEEN THE DISTRIBUTION SYSTEM AND ANY PIPES, PUMPS, HYDRANTS, OR TANKS WHICH ARE SUPPLIED OR MAY BE SUPPLIED WTH WATER THAT IS, OR MAY BE, CONTA INATED. IN INSTANCES WHERE THE USE OF DIFFERENT TYPES OF PIPE REQUIRE JOINING, THE CONTACTOR SHALL FURNISH AND INSTALLALL NECESSARY ADAPTERS. AU -TRENCHING SAFETY STANDARDS SHALL BE IN CONFORMANCE WITH ALL APPUCABLE STATE AND FEDERAL GUIDELINES ANDAS SPECIFIED ON THE PLANS. TIE CONTACTOR SHALL, AT ALL TIMES, KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFI W NG. AFTER TE VARIOUS PIPELINES HAVE BEEN INSTALLED, THE TRENCHES AND OTHER AREAS TO BE RUED SHALL BE BACKFIRED TOSUBG RADE WITH WHEREVER POSSIBLE MATERIALEXCAVATEDFROM THE TRENCH, NOBACKFlWN INUBE ALLOWEDANTI LAW CONCRETE MASONRY HAS SET SUFFICIENTLY Ab DETERMINED BY THE ENGINEER. ALL MATERIAL SHALLB FREE INROOTS STUMPS AND STONES MATERIALS USEDFOR NE AND ONIGTRENCHES FOR BACKFIWND E SILL BE FREE OF STONES WEIGHING OVER 30 POlMDS. NOSTFN T(1)OFU E OVERONEINCHES 1 MC IN THE LONGEST DIMENSION SHALL I- PLACED WITHIN ONE FOOT (1) OF THE PIPELINE BEING BAGKFILLED. COMPALL FOR ALL T LESS T SHALL BE PLACED IN SIX INCH (By LAYERS EACH LAYER BEING THOROUGHLY COMPACTEDTONOTLESSTHAN95PERCENTOFMAXIMUMDIRY EN IN AS DETERMINED BY THE MSM -B8 STANDARD PROCTOR. ORMWLAR PRECAUTIONS SHALL O TAKEN T THE THE MC NT L SHAU-RACTION OF THE BACKEVEN .L LLMT RUNES ERNOT BE LE WITH RIPE MINIMUM CTl1RE. PTHOFKFlLLbHALLBE SEXCAV UP EXCAVATED EVENLY. ALLWATER LINES SHALLBE INSTALLED WTHA OFIN A COVERDEPTHFA SIX Y SURPLUSEXCAVATED MATERIALS NOT USED FOR BACKFILL SHALL BE DISPOSED OF IN A MANNER SATISFACTORY TO THE ENGINEER. ALL SURPLUS MATERIAL OR SPOIL SHALL BE REMOVED PROMPTLY AND DISPOSED OF SO AS NOT TO BE OBJECTIONABLE TO ABUTTERS OR TO THE GENERAL PUBLIC. VALVEBOXESARETOBEINSTALLEDONAUSURIEDVALVES. THE BOXES SHALL BE CASTIRONWITHA MINIMUM FIVE AND ONE -FOURTHS INCH (S 114-) DIAMETER AND LONG ENOUGH TO EXTEND FROM THE VALVE TO FINISHED GADS. THE BOXES SHALL ENCLOSE THE OPERATING NUTAND STUFFING SOX OF THE VALVE. VALVE BOXES SHALL NOT TRANSFER LOADS INTO THE VALVE. COVERS SHALL BE CLOSE FITTING AND DIRT-TGHTWTH THE TOP OF THE COVER FLUSH WITH THE TOP OF THE BOX RIM. COVERS SHALL SE MARKED WATER" WITHAN ARROW INDICATING THE DIRECTION OF OPENING. VALVE BOXES SHALL BE THREE PIECE SLIP -TYPE. THE CONTRACTOR SHALL PROVIDE A STABLE, TEMPORARY PVC MARKER APPROVED BY THE ENGINEER AT ALLGATE VALVES, WRB STOPS AMAT THE END OF WATERLINES M A POINT SIX INCHES RI-) ABOVE FINISH MADE. THE MARKER SHALL BE SEATED SECURELY INTO THE GROUND. LOAMY SAND S. FIELD TESTING -EXCEPT AS OTHERWISE DIRECTED, ALL PIPELINES SHALL BE TESTED. PIPEUNES LAID IN EXCAVATION OR BEDDED IN CONCRETE SHALL BE TESTED PRIOR TO BACKFILLINLG OR THE PLACING OF CONCRETE, AND ANY EXPOSED PIPING SHALL BE TESTED PRIOR TO FIELD PAINTING. THE CONTRACTOR SHALL FURNISH ALL GAUGES, TESTING PLUGS, CAPS, AND ALL OTHER NECESSARY EOLIIPMENT AND LABOR TO PERFORM LEAKAGE AND PRESSURE TESTINSECTIONS OF AN APPROVED LENGTH. EACHVALVEDSECTONORAMAXIMUMOFONETHOUB MHET(1,Ow) OF THE PIPE S WILL SE TESTED. ALL WATER REQUIRED FOR TESTING SHALL BE POTABLE. ALL TESTING SHALL SE CONDUCTED IN THE PRESENCE OF THE ENGINEER. FOR THE PRESSURE TEST, THE CONTRACTOR SHALL DEVELOP AND MAINTAIN 2XI POUNDS PER SQUARE INCH FOR TWO HOURS. FAILURE TO WILD THE DESIGNATED PRESSURE FOR THE TWDJIOUR PERIOD CONSTITUTES A FAILURE OF THE SECTION TESTED. THE LEAKAGE TEST SHALL SE PERFORMED CONCURRENTLY WITH THE PRESSURE TEST, WRING THE TEST. THE CONTRACTOR SWILL MEASURE THE QUANTITY OF WATER RECUIRED TO MAINTAIN THE TEST PRESSURE. LEAKAGE SHALL NOT EXCEED THE QUANTITY GIVEN BY: L • SO (SQUARE ROOT OF P) I1M,= WHERE: L • LEAKAGE IN GALLONSMOUR b • LENGTH OF PIPEUNE TESTED D • DIAMETEROF RMININCHES P = AVERAGE TEST PRESSURE IN PSI ALLTESTINGSHALLBE CONDI MOINACCORDANCEWITHAWWAC LATESTREVISION.SHOUDAWSECTIONOF THE PIPE FAIL EITHER THE PRESSURE OR LEAKAGE TESTS, THE CONTRACTOR SHALL DO EVERYTHING NECESSARY TO LOCATE AND REPAIR OR REPLACE THE DEFECTIVE PIPE, FITTINGS, OR JOINTS AT NO EXPENSE TO THE OWNER. C. DISINFECTION- CHLORINATION OF THE NEW SERVICE SHALL BE CONDUCTED ONLY AFTER THE SERVICE HAS BEEN FLUSHED AND A CLEAR STREAM IS OBTAINED AS DETERMINED BY THE ENGINEER. THECONTACTORSHALLFURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND TOOLS NECESSARY TO DISINFECT THE PIPE AND APPURTENANCES IN ACCORDANCE WITH THE AMA STANDARD FOR DISINFECTING WATERLANS. CA.51. WITH THE EXCEPTION OF THE TABLET METHOD, THE METHOD DI SINFECTION SHALL BE BY THE CONNNWUS FEED METHOD UNLESS OTERVASE APPROVED THE ENGINEER. AFTER E PIPE ADDITION FLUSHING, AND THE OF CHLORINE SOLUTION, THE FREE CHLORINE WITHIN CONCENTRATION WITTHE PIPE SHALL BE AT LEAST 25 MGIL. THE CHLORINATED WATER SHALL REMAIN IN THE MAIN FOR A PERIODA AT LEAST 24 HOURS. AT THE END OF THIS PERIOD, THE TREATED WATER IN ALL PORTIONS OF THE MAIN SHALL NOT HAVE A RESIDUAL OF LESS THAN 10 E DI I F FREE CHLORINE. ALL DISINFECTION SHAUSE TABLE ONLYA UNDERTHE AMPLESEF WATER FTHEONT ENGINEER.THEDINFECTD M PROCESS SHALLREDEEMED ACCEPTABLE ONLY AFTER ESAMPLES O WATER FROM THEFDASHED,DISINFECTEDMAIN TAKEN BYTHE ENGINEER AND TESTED ATAN HAAPPROVED !LABORATORY SHOW NO 415i REVISION. DISINFECTION SHALL CONFORM THE LATEST CONDITION TILFREVISION. THEPIPELINEACTION SHALL WHEBE ATA NED INMERE AN REQUIRED NOPENSE TO UNTIL ER UNTIL FINAL CE. DISINFECTION THE OWNER. BE REPEATED WHEN AND WHERE REQUIRED AT N10 EXPENSE TO THE OWNER UNTIL FIMLACCEPTANCE BY THE OWNER. D. FROSTPROTECTON OF SHALIDWWATERUNES-WATERLINES WITH LESS THAN SIX MET(6)OF OOVEROVERTHE CROWN, OR WHERE INDICATED ON THE PLANS, SHALL BE PROTECTED AGAINST FREEZING BY INSTALLATION OF THREE INCH (JAI THICK STYROFOAM SM INSULATING SHEETS WITH A TOTAL WIDTH OF FOUR FEET (4) OR NICE THE PIPE DIAMETER, WHICHEVER IS GREATER. THE SHEETS SHALL BE PLACED SIX INCHES (6) ABOVE THE ORGAN OF THE MAIN AFTER COMPACTION OF THE SIX INCH (6) LIFT IMMEDIATELY ABOVE THE CROWN. CARE SHALL BE EXERCISED BY THE CONTACTOR DURING BACKFILL AND COMPACTION OVER THE STYROFOAM SHEETS M PREVENT DAMAGE TO THE SHEETS. STYROFOAM SM SHEETS SHALL MEET THE COMPRESSIVE STRENGTH REQUIREMENTS OF ASTM DIU1."AND SHALL BE AS MANUFACTURED BY DOW CHEMICAL COMPANY, MIDLAND, MNGAN, CIOR EQUIVALENT. IN NO CASE SHALL THE WATERLINES HAVE LESS THAN FOUR FEET (4) OF COVER OVER THE TOP OF THE PIPE. STAKES TO bE DRIVEN MIN. 12" INTO GROUND NOTES 1) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WITHIN WETLAND AND BUFFERZONE. 2) PRIOR TO BEGINNING OF CONSTRUCTION OR EARTHMOVING, THE CONTRACTOR SHALL INSTALLA CONTINUOUS SILT FENCE AT THE UNIT OF DISTURBANCE SHOWN ON THE SITE PLAN. 3) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY, GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN FROZEN NATIVE MATERIAL. 4) THE CONTRACTOR SHALL INSTALL SILT FEWE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED, TEMPORARY SILT FENCE NTS SET CURB BOX JUST INSIDE R O W FLUSH WITH FINISH GRADE MINIMUM SIP PE MUSING GOOSENECK W SELECT FILL AROUNDCOPPER TUBING SIP CORPORATION PROPERTY LINE OPERATING RODISTAINLESS STEEL ERIE CURB BOX 1r CURB STOP TEM-11 PLUG 4NW,1 W SOLID CONCRETE BLOCK PLACED ON UNDISTURBED EARTH INDIVIDUAL UNIT WATER SERVICE DETAIL NTS SEPARATION GREATER THAN 1T. CENTER ONE SECTION OF SEWER PIPE ON WATER PIPE AND ASE ENDSINCONCRETETYPICAL8"THICKtYEACHOF JOINTqLE MIN." NEW WATERUNE CEWER ONE LENGTH OF PIPE CATCHBASIN MAINTAIN UNDER SEWER OR MANHOLE MINIMUMS HORIZONTAL SEPARATION FROM ALL CENTER ONE LENGTH OF PIPE STRUCTURES OVER SEVER NEWWATERLINE 18'MIN.' PROVIDE CRUSHED STONE BETWEEN SEWER AND WATER PIPES TO PROVIDE STRUCTURAL SUPPORT FOR WATER LINE. BACKFILLWITHAPPROVED EXCAVATEOMATERIAL THOROUGHLY COMPACTED N W LIFTS TFE SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL SHALL SE SHEETEDOR SLOPED TO THE ANGLE OF REPOSE VERTICAL SEPARATION AT CROSSINGS: SEWERS CROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER MAIN WITH AT LEAST 1W VERTICAL CLEARANCE BETWEEN THE OUTSIDE OF THE SEWERAW THE OUTSIDE OF THE WATER MAIN. WHEN IT IS IMPOSSIBLE OR IMPRACTICAL TO MAINTAIN THE 16 VERTICAL SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER MAIN, THE FOLLOWING CRITERIA APPLY: (A) THE CROSSINGS SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF SEVER IS CENTERED ABOVE OR BELOW THE WATER LINE WITH SEWER JOINTS AS FAR AS POSSIBLE FROM WATER JOINTS; (B) THE SEWER PIPE MUST BE CONSTRUCTED TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 20 FEET EITHER SIDE OF THE CROSSING OR A TOTAL OF THREE PIPE LENGTHS, WHICHEVER IS GREATER; (C) THE SECTION CONSTRUCTED TO WATER MAIN STANDARDS MUST BE PRESSURE TESTEDTOMAINTAINWPSI FOR 15MINUTESWTF UTLEAKAGE PRIOR TO SACKFILUNG BEYOND ONE FOOT ABOVE THE PIPE, TO ASSURE WATERTIGHTNESS: (D) WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE M THE WATER MAIN. SEWER / WATER SEPARATION DETAIL FOR CROSSINGS NTS APPROVED ROCK FREE BACKFILL GHLYCOMPACTED INS" LIFTS ( LIFTS (NO STONES LARGER THAN 1 12" DIAMETER) fY APPROVEDCLEANSAND UNDISTURBED SOIL IF COVER IS LESS THAN 6 PLACE 3" THICK INSULATED BOARD WHICH IS SUITABLE FOR SURAL OVER PIPE. IN NO CASE SHALL THE PIPE HAVE LESS THAN 4 la OF Il ay COVEROVERTHECROWN TYPICAL WATER TRENCH NTS WATER PIPE THEM TACTORSHALL AT ALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALLWORK IS FINISHED AND READY FOR BACKFlWNG DEC 1 y 2015 City of So. Burlington 0.{{ Ao oto"I'm oto oto rto 010 00.01+++ 0.01 0.01 0.01 dLaL _.te-� to oto . oto oto to 0.10 o to o. o 0. o . Obi - O o O.bO + + 01 0.01 0.01 0.01 Al 0+01 0+01 0+01 0+01 0+01 0.'01 0t2 A2 A3 013 0.t2 0t2 d2 0t2 01 A2 0t2 0+01 0+01 0+01 0.10 AID 010 0t oto 0. o 0. 0 oto 010 010 oto 0+01 0+01 o+01 0+01 0+01 0+01 0+01 01 A2 0t2 01 A2 0+01 0+01 0+01 0+01 0t2 014 A7 A8 0t7 016 0.t5 0..t5 015 015 0t4 0t3 01 0+01 0+01 0+01 0+01 0+01 0010 0. 0. OtO 010 010 0+01 0+ .�01 A201A30t30010t30140.16016A50.�3 0+01 0+010t20.04 011670..590.$701.1 6013014040140130.�19A5A3A20.12012 0.�12 0+0 0+01 Ott 010 +01 0+01 A2 015 018 0t8 0t7 O.U{125 0t5 0t8 0.13 0.114 69 0.17 O.Utt17 0.t3 0. 5 2.4 U7 A 0.44 0.49 012 0.94 . 0. 2 0. a 0 5 0 016 0.t3 0.01 0. AID oto 010 +01012A601 �5 0.�O0.1401301808 } 3 4 61.111481�512. + 0410. 0.�15o.t8 2 010 oto oto o.01 d3 0.12 A6 015 0.40 0.44 0.12 016 + ++ i 0. 5 E 2.473 4.�2 5. 7 412 5.43 31 0+91 017 U4 0+01 { QUO 0 0+ A. 4+ 16 + { { 1.t�59 1.11 1. 2 116 117 E { { 512 9t8 6 9.19 04 E O E 0..O 4.�4 Al to . oto 1 E . t8 313 4. 414 A2 2. 6 C 012 0 3 0� 1 0 ho 010 0. 1 t0 A01 0 16.1 7.�9 3. C B .9 A5 0. 0 o oto 0.t 3 4 C . 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A2 0.03 ` 01 oto OtO f o oto 010 oh 9 67 . fb 0. 5 o+ol + e + 1 +01 oto o 017 0.01 0. 0 o.01 0.. 0 v 0+01 DXF file created by LilePro 2.037 on 10/16/2015 7:05:06 AM CALCULATION SUMMARY AREA NAME DIMENSIONS GRID/TYPE # PTS SPAC GROUP AVE MAX MIN MAX/MIN AVE/MIN New Area 276 60x166 20Ft New Grid / H-H 604 5.00 <+> 0.59 13.97 0.00 11 N/A I NIA Brown Estates 14015 LUMINAIRE SCHEDULE TYP SYMBOL I DESCRIPTION LAMP LUMENS MOUNTING HEIGHT OTY RAB LIGHTING, I 2RAB B (2) "2" BULLET12N (60) 841 10' LIGHTING, I FO�85 4RAB C ( (1)"3"SLIM12 (1) 1535 9' LIGHTING - "4" 4 D(1) WPLED5 (1) 202 8' RAB LIGHTING, E p (1)"5" DLED6R12YY (30) 676 7' 0.85 5 AREA SUMMARY SCHEDULE AREA NAME 1/0 DIMENSIONS LUMS / <ASMS> WATTS / SQ F QTY New Area OUT 2711,15W 66.2011 >(2) 0.00 1 �<B <C > (4) <D > (4) <E > 5 0.10 010 oto Ao 0.10 do 010 oto �o oto t0 010 o. 0 Ao oto t oto W-M DEC 11 2015 City of So. Burlington ®l RECEIVED DEC 1 y 2015 City of so. Budington 19 III I WEST ELEVATION SOUTH ELEVATION I B 92 EAST ELEVATION STREET VIEW City of So. Burlington 1 r_t' r—Alr% RICK MARCOTTE CENTRAL SCHOOL PROJECT SITE N W 5 E LOCATION PLAN NTS 1 O 1" IPF 0.1' AG .5" IPF gg�84 0.3' A S 84"23'04" W SONRISE PARTNERSHIP, LLP N/F VOL. 767, PG. 327 CHANG MING & MAN I YONG JIANG N/F VOL. 1005, PG 342 AIll071-1 .5" IPF .1' AG — O U _ _—_ s—— ---y—- JAMES R. FULLER AND JANELLE GILBERT-FULLER N/F VOL 391, PG. 125 GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 Pt. m mm 1.51 IPF 0.4' BG W_— _S_ — N pIo m' — PROJECT BOUNDARY ABUTTING PROPERTY LINE PF � IRON PIPE FOUND PS � IRON PIPE SET N/F NOW OR FORMERLY A,E&T--- UNDERGROUND ELECTRIC, TELEPHONE AND CABLE SERVICE - -- -- -- — -W — WATER SERVICE - — — -S — — SEWER SERVICE e e e a WOOD STOCKADE FENCE e e e e VINYL STOCKADE FENCE AG ABOVE GRADE BG BELOW GRADE 0 r JOHN L. WOLFF, III NOTES: oII VOLE 4,PG.733 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH 66 INCLUDING THE USE OF THE FOLLOWING PLATS: A"PLAT OF SURVEY OF LANDS OF POMERLEAU REAL ESTATE COMPANY. SOUTH BURUNGTON VERMONT." BY FITZPATRICK-LLEWELLYN INC., DATED JAN., 1987, AS RECORDED IN SLIDE 198 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. _ I _ - B. "PLAN OF PROPERTY OF ERNEST LEBLANC, HINESBURG ROAD, SOUTH = °' �- BURLINGTON, VERMONT" BY ARTHUR W. HOAG, LAND SURVEYOR. \ --mrrr111 z �I _ BURLINGTON, VERMONT. DATED MAY 27 1947, AS RECORDED IN SLIDE 4 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. Ym O FC. "PLAN OF PROPERTY OF WM. & GRETA G. WARD. SO. BURLINGTON, 7- W I VERMONT." BY ARTHUR W. HOAG & ASSOCIATES. DATED MAY, 1949, AS 1 4 C RECORDED IN SLIDE 73 OF THE CITY OF SOUTH BURLINGTON LAND � -^ RECORDS. , o u -r'1 C D. "PLAN OF PROPERTY OF LAWRENCE G. & GERALDINE . MENARD. L � I HINESBURG ROAD, SOUTH BURLINGTON, VERMONT." BY HOAG, STONE & O AE&T ASSOCIATES. DATED DECEMBER 1946, AS RECORDED IN SLIDE 3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. I HUEN YUN POON E.'VTRANS PROJECT RS-140" DATED 1933 ON FILE AT THE DISTRICT 5 OFFICE CF) N N/F J VOL. 7113, PG, 140 2, BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN FEBRUARY, 2014, 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. 4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN FEBRUARY, 2014. THE METHODS AND THE RESULTING ERROR OF CLOSURE MEET OR EXCEED THE Y I MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS. 5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE 1" 'S .1 BG� -t x i DIAMETER MATH A PLASTIC CAP. m Z I 6. THE RIGHT-OF-WAY WIDTH FOR HINESBURG ROAD OF 66 IS BASED ON THE O ABOVE REFERENCED PLANS. I o I P I I I I 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 6 1403. DATED THIS _ DAY OF _, 2015 LANDOWNER BROWN ESTATES, U.C. 57 HINESBURG ROAD SOUTH BURLINGTON, VT 05403 DEED REFERENCE: VOL. 1202, PAGE 311 AREA: 0.37 ACRE CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2015 RECEIVED FOR RECORD AT O'CLOCK _ M., AND RECORDED IN SLIDE# ATTEST: CITY CLERK LANDS OF PHOJtGI NO BROWN S40 SURVV EY ESTATES, LLC. KMR DEESISI GN 57 HINESBURG ROAD, SOUTH BURLINGTON, VT - DRAWN DLH BOUNDARY CHECKED DLH/DJG SURVEY DATE 9-8-2015 SCALE LAMOUREUX & DICKINSON AS NOTED SHT. NO. Consulting Engineers, Inc. 14 Morse Drive Essex i—tio4 VT 05452 P L Te1:802-57&4450 City of So, Burlington 1 south PLANNING & ZONING May 4, 2016 Leon Brown Brown Estates, LLC 15 Ruth Street So. Burlington, VT 05403 Re: Approval Extension — 57 Hinesburg Road - #SD-15-46 Dear Mr. Brown: Please be advised that the So. Burlington Development Review Board at its May 3, 2016 meeting approved your request of April 25, 2016 for a three (3) month extension to the time limit by which you must obtain a zoning permit. You now have until November 4, 2016 to obtain a zoning permit for this project. Should you have any questions, please feel free to contact me. Since ely R /yy nd 1. Belai Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r 04.25.2016 To: Ray Blair City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Leon & Jane Brown 15 Ruth Street South Burlington, VT 05403 P: 802-598-8844 Re: Finding of Fact and Decision; Dated: 02.04.201E Requesting Extension of Timeline 57 Hinesburg Road, South Burlington, VT 05403 Mr. Ray Blair, Brown Estates, LLC., Leon & Jane Brown, 15 Ruth Street, South Burlington, VT 05403, is requesting an extension of three (3) calendar months beyond the initial allowable six (6) calendar months' date of; (08.04.2016). The new revised calendar months' date of; (11.4.2016) will be the new revised aforesaid date. This; allowing time responding back to the Finding of Fact and Decision, and allow City of South Burlington Fire Department, and local area Fire Department use the dwelling / property located at 57 Hinesburg Road, South Burlington, VT 05403, for Fire Training Education. Leon & Jane Brown is pleased donating a brief timeline period for the dwelling / property located at 57 Hinesburg Road, South Burlington for the purposes of Fire Training Education. Res Leon Bfown City Government Official; By signing this letter below, permits Brown Estates LLC., Leon & Jane Brown their request of Extension of Timeline revised date of; (11.4.2016) Date: Date: in PLANNING & ZONING February 5, 2016 Doug Henson — Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 Re: Final Plat Approval #SD-15-46 Dear Mr. Henson: 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 January 19, 2016 (effective 2/04/16). 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 2, 2016) or this approval is null and void. If you have any questions, please contact me. Sincerel 4 ay and PJ'5elair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 3488 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com APPLICATION FOR SUBDIVISION PLAT REVIEW ❑PreliminaryFinal PUD Being Requested? ❑✓ Yes ❑No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) _Brown Estates, LLC 15 Ruth Street, South Burlington, 05403, 598-8844 2. LOCATION OF LAST RECORDED DEED (Book and page #) Bk 1202, page 311 3. APPLICANT (Name, mailing address, phone and fax#) Leon Brown, 15 Ruth Street South Burlington, VT 05403, 598-8844 4076 Shelburne Road, Suite 6 Shelburne, VT 05482 4. CONTACT PERSON (Name, mailing address, phone and fax #) Doug Henson - Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 878-4450 phone 878-3135 fax a. Contact email address: dough@LDengineering.com 5. PROJECT STREET ADDRESS: 57 Hinesburg Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00057 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION General Project Description (describe what you are proposing): T The existing dwelling, garage and drive will be removed, and a new 4-unit residential building is proposed, as well as associated site and utility iimprovements. b. Existing Uses on Property (including description and size of each separate use): An existing single family dwelling is approximately 775 sf. The existing garage is approximately 490 s.f. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed new 4-unit residential building will be approximately 5,570 s.f. The proposed new driveway will be approximately 5,000 s.f. d. Total building square footage on property (proposed buildings and existing buildings to remain): The proposed new 4-unit residential building will be approximately 5,570 s.f. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The proposed new 4-unit residential building is 2 stories. the new building will be 38 feet tall. f. Number of residential units (if applicable, new units and existing units to remain): 4 residential units are proposed. g. Number of employees (existing and proposed, note office versus non -office employees): As a residential project, there will be no employees. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The project is located in the Traffic Overlay District. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. There are no chenges to any property lines proposed. The number of residential units will increase from one to four. 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: 16,025 (acres /sq. ft.) b. Building Coverage: Existing 1,265 square feet 8 % Proposed 5,570 square feet 35 c. Overall Coverage (building, parking, outside storage, etc): Existing 3,680 square feet 23 % Proposed 10,570 square feet 66 d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes ❑✓ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) 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: 16,025 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): $ 500,760 b. Landscaping: $12,790 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) parking/utilities = $ 100,000 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (in and out) 2 peak hour trips (residential) 13. PEAK HOURS OF OPERATION: 7:30 - 8:30 AM & 4:30 - 5:30 PM 14. PEAK DAYS OF OPERATION: Monday - Frida 15. ESTIMATED PROJECT COMPLETION DATE: Spring 2017 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 submittin%g the application. See the City fee schedule for etails. I '/�/& NOTE: NOTi1CAT'10/'Zcof 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 G 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 I 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. /', S!WTURE OF APPLICANT PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I /� iOro PRINT NAME I have reviewed this preliminary plat application and find it to be: Complete FlIncomplete Administrative Ofticer ate The applicant or perm ittee 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 .v®`�VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): Brown Estates, LLC Permit Number: WW-4-458o c/o Leon Brown PIN: EJ16-0006 15 Ruth Street South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID * South Burlington: 21.o86o.57 referenced in a deed recorded in Book 1202 Page(s) 311 of the Land Records in South Burlington, Vermont. This project, consisting of the demolition of an existing four bedroom single family residence and the construction of a four unit residential building, each unit with three bedrooms each, construction of new water and sewer services, served by municipal water supply services and municipal wastewater disposal services located on 57 Hinesburg Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Douglas Goulette, P.E. with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date 1 Planned 4 Unit Development Site and Utilities Plan 6/23/2015 12/04/2015 4 Sanitary Sewer Details and Specifications 6/23/2015 12/04/2015 5 Stormwater and Water Details and Specifications 6/23/2015 12/04/2015 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules. ' 160. Regional Offices — Montpelier/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water A, ?ly Permit W W-4-4580 Page 2 of 3 1.6 This project is approved for the construction of a four unit residential structure on the. existing 0.37 acre lot. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by. the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.8 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2MATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 2.2 This project is approved for connection to the water supply system owned by the City of South Burlington as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 1620 gallons of water per day. 2.3 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards - and NFPA 13 for any connection of a sprinkler fire suppression system to a public drinking water system. 2.4 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval -expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. .WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 3.2 This project is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water .and Groundwater Protection Division. The project is approved for a maximum of 840 gallons of wastewater per day. Wastewater System and Potable Water oly Permit l WW-4-458o Page 3 Of 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Alyssa B. Schuren, Commissioner Department of Environmental Conservation By ►Ur`�`' Dated January 26, 2016 Jess, ne Wyman, Reg al Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Douglas Goulette Department of Public Safety, Division of Fire Safety Place your ad online! c lassifieds.burlingtonfri Medicaid Public Notice - Hospice Rates January 2016 Summary: apartment of Vermont Health Access (DVHA) is filing Vermont Medicaid State .mendment (SPA) #16-001 to update hospice rates to include new payment dologies. The first methodology change is to allow for a higher daily rate for e Home Care provided in the first 60 days of hospice care, followed by a re - daily rate for Routine Home Care provided after the first 60 days of hosppice he second methodology change is -the creation of a Service Intensity Add -on aygent for nursing (RN) or social work services provided in the last seven F life. The SIA will allow up to 16 units of 15-minute increments per day for t seven days of life. The rate to be paid for the SIA will equal the Continuous Care hourly rate. This change is being made in order to align with Medicare :ions. re Date: January 1, 2016 ity/Legal Basis: hanges are being made pursuant to 42 CFR §430.12(c)(1)(ii) under the Med- ate Plan, which can be found here: vha.vermont.gov/administration/state-plan, Jon Affected: lealth Agencies providing hospice care; Medicaid- beneficiaries receiving care in the home. ipact: State Fiscal Year 2016 State Fiscal Year 2017 $18,941 $37,536 $22145 $44,636 $41:086 $82,172 omment Period: er 31, 2015 — January 22, 2016 nments to: dicaid Policy Unit icane Lane i, VT 05495 it via e-mail to AHS.Medicaid PolicvOvermont.gov, There is no public meet- duled at this time. If one should be scheduled, that information can be http://dvha.vermont.gov/ either through the calendar or listed under up- wents. Comments received will be posted to the DVHA website by Febru- 16 (link below). al Information: t SPA provides additional details on the proposed changes; copies of the can be requested from local Department for Children and Families (DCF) from DVHA at (802) 355-8843, or can be found on the DVHA website: 1a.vermont.gov/global-commitment-to-health/global-commitment- )roposed-policy-changes r 31. 2015 Medicaid Public Notice rtment of Vermont Health Access (DVHA) is filing Vermont Medicaid State ndment (SPA) #16-009 to update the Vermont Medicaid Shared Savings 'VMSSP) for its third and final performance year. The VMSSP is an agree- Neen Medicaid and provider organizations aimed to improve efficiency ry of care delivery to Medicaid beneficiaries, as well as share in any sav- d as a result of the providers' care delivery transformation activities. This :s administrative language changges to Total Cost of Care calculations, easurements and the benchmarking methodology to reflect that no re being made from year two of the program to year three. It also up - gram integrity language for years two and three to protect against )ate: January 1, 2016 Legal Basis: iges are being made pursuant to 42 CFR §430.12(c)(1)(ii) under the Med- Plan, which can be found here: i.vermon_t.gov/administration/state-Dlan- Affected: nd beneficiaries participating in and attributed to (respectively) the Ver- caid Shared Savings Program Legal Notices Additional Information: The draft SPA provides additional details on the proposed changes; copies of the draft SPA can be requested from local Department for Children and Families (DCF) offices or from DVHA at (802) 355-8843, or can be found on the DVHA website: httpJ/dvha.vermont.00v/global-commitment-to-health/qlobal-commitment- register-pMigg ed-Dol!cy-changes December 31, 2015 PUBLIC HEARINCr" SOUTH BURLINGTON DEVELOP- MENT REVIEW BOARD The South Burlington Development Re- view Board will hold a public hearing in the South Burlington City Hall Con- ference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday Janu- ary 19, 2016 at 7:00 P.M. to consider the following: Final plat application _#SD-15-46 of Leon Brown for a planned unit devel- opment on a 0.37 acre lot developed with a single family dwelling. The proj- ect consists of: 1) razing the existing single family dwelling, and 2) con- structing a four (4) unit multi -family dwelling, 57 Hinesburg Road. rim Barritt, Chair South Burlington Development Review Board A copy of the application is 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 ap- peal December 31, 2015 Aqad� "pewson t Lost LOST - 14K Diamond Stud Earring. Call 802-655-3967 Equipment homegrown... = ��[ �i i 1 LAYING HENS - $2 each. Laying very well. Call or tex 802-989-4821 Great Buys . • neighborly deals... Me all your • Domestic Pets Australian Cattle Dogs (Blue Heelers)- Puppies for sale. First shots. $350. Call (802)888-7258. Golden retriever puppies, 5 M 1 F, $450 each. Vet -checked, first shots/dewormed. Ready to go Dec. 24th. Call 802-752-4398. GREAT DANE PUPS- Magnificent Gentle Giants. Fawns & Blacks. Gor- geous) $700 each. Transporation available! Taking deposits,will hold until Christmas Eve.Call 315-896-2026 Irish Wolfhound Puppy, 12 week sold, black, female. Absoluely beauti- ful. $700 Call 315-896-2026 JACK RUSSELL TERRIER PUPS list shots, Health Guar. Ready To Go! $400. Call 802-895-4080 DWG PUPPIES, OLDIE E N G L I S H BULLDOGGES, MALES AND FEMALES, $1200, 6wks, brindle and white. Re- duced from $1.500 to $1200-Christmas Special, registered, shots, wormed, tails & dewclaws docked, vet checked. Ready to go Dec. 20th. Pet friendly on- ly. $300 deposit non refundable. Will reserve your pup. 802-673-0719 donnabelle2rdgmail.com PUREBRED CHOCOLATE LAB PUPS. No papers. 1 st Shots/ deworming done. Parents on Premise. Ready to Go! $600 (802)989-0071 Purebred Registerable Border Collie Pups- Black & White, Choco- late & White, Spotted Merles, blue eyed, stunning parents on premise. Home raised. $500 each.802-282-7601 Assorted all kinds of things... ••'"'T fV2Y5 1° , !p Patio Door Blind- 6ft vertical blind Light Blue,$20 Call 802-316-6327 SNOW BLOWER 20in Bolens. $80. Call 802 878-5458 FIREWOOD - good dry hardwood. $325 per cord. can deliver. Call 802- 393-7728 or 862-393-0272 SEASONED FIREWOOD -Cut split & delivered. All Hardwood. Cut in June. $250 / cord (2.5 cord load) 868-9225 HomeFind�r Waterfront location " i Fitness center Outdoor terrace, r' Private vvasher/dryers Heat included Private balconies Covered Parking ct: No Fiscal Impact ment Period:December 31, 2015 — January 29, 2016 KENMORE WASHER DRYER SET, Like new. Perfect condition inside out! Comes with new hoses and warranty. Delivery available, $375. (802)782-7355 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 30 day of Dec. , 2015 , a copy of the foregoing public notice for Final Plat [type of application] # SD-15-46 [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) Huen Yun Poon 60 Hinesburg, Rd, South Burlington, VT 05403 Sonrise Partnership c/o Unsworth Property Management, LLC 26 Railroad Ave., Essex Junction, VT 05452 Antonio B. Pomerleau 69 College Street, Burlington, VT 05401 Chang Ming & Xiang Jiang 55 Hinesburg, Rd., South Burlington, VT 05403 John L. Wolff, III 121 Holmes Rd., South Burlington, VT 05403 James R.& Janelle G-Fuller 61 Hinesburg, Rd, South Burlington, VT 05403 Dated at Essex [town/city], Vermont, this 30 day of December 2015 Printed Name: Doua Henson Phone number and email: 802-878-4450„douah(a?Idenaineerinp.com Signature: Date: Z' .` z 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 400' VERMONT( State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 www.septie.vt.gov December 22, 2015 Brown Estates, LLC c/o Leon Brown 15 Ruth Street South Burlington VT 05403 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-458o, replace existing four bedroom single family residence with a four unit residential building, each unit with three bedrooms each located at 57 Hinesburg Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on December, 21, 2015, including a fee of $870.00 paid by check #1077. Under the performance standards for this program, we, will have a maximum Of 45 days of "in-house" time to review your application., If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division r s a Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Douglas Goulette 11 Regional Offices - Montpelier/F,ssex Jct./Rutland/Springfield/St. Johnsbury ray From: Craig Lambert Sent: Wednesday, December 23, 2015 3:01 PM To: ray Cc: Justin Rabidoux Ray, The landscape plans for Brown Estates on Hinesburg Rd are OK. 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)_sbu rl. 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. The Stormwater Section has reviewed the "Planned 4-Unit Development Site & Utilities Plan" site plan prepared by Lamoureux & Dickinson Consulting Engineer, Inc., dated 6/23/15 and most recently updated on 12/4/15. We do not have any additional comments. 1. Work in the City Right Of Way (ROW) requires a permit befor-e-coxtstr-uc-tion can begin. A "Permit to Open Streets or Right -Of -Way" can be obtained from the South Burlington Department of Public Works on their web site, or by stopping by their office located at 104 Landfill Road. 2. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment practices. Thanks, Dave -ADa, id P i�v'heeter Azmtant Stonu,%mter Superintendent Departrmeuto`puIn krvrks .v, City ofSoutiaBurlington (310.2) 6w 9-7961 Ext, 11'3 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: Friday, September 18, 2015 8:45 AM To: ray <ray@sburl.com>; Dan Albrecht <temp.planner@sburl.com> Cc: Tom Dipietro <tdipietro@sburl.com> Subject: Planned 4-Unit Development Site & Utilities Plan Ray & Dan, The Stormwater Section has reviewed the "Planned 4-Unit Development Site & Utilities Plan" site plan prepared by Lamoureux & Dickinson Consulting Engineer, Inc., dated 6/23/15. We would like to offer the following comments: 3. The proposed project is located in the Potash Brook watershed. 4. The plans should indicate the total proposed impervious surface. 5. Provide a map showing the drainage area flowing to the proposed infiltration area. 6. If any hydraulic modeling has been developed for the infiltration practice, please provide it for record. 7. Work in the City Right Of Way (ROW) requires a permit before construction can begin. A "Permit to Open Streets or Right -Of -Way" can be obtained from the South Burlington Department of Public Works on their web site, or by stopping by their office located at 104 Landfill Road. 8. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment practice. Thank you for the opportunity to comment. Dave David P. Wheeler Assistant Stormwater Superintendent Department of Public Works City of South Burlington 104 Landfill Road South Burlington, VT 05403 ray From: Dave Wheeler Sent: Wednesday, December 23, 2015 6:58 AM To: ray; Dan Albrecht Cc: Tom Dipietro Subject: RE: Planned 4-Unit Development Site & Utilities Plan Yes, good catch. You can remove that note. Thanks, Dave David R Wheeler : i s-tant Stormwater Superintemdent DepaTtt nt of 1%bL `'V-orkz City of South Burimgtoll (902)658-7961 Ext. 11.3 Notice - Under Vermont's Public Records Act, all a -mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a Citv official or staff, or containing information relating to Citv 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, December 22, 2015 12:35 PM To: Dave Wheeler <dwheeler@sburl.com>; Dan Albrecht <temp.planner@sburl.com> Cc: Tom Dipietro <tdipietro@sburl.com> Subject: RE: Planned 4-Unit Development Site & Utilities Plan Dave, Does the fact that this property fronts on a state highway as opposed to a City street change your recommendation #1? 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: Dave Wheeler Sent: Tuesday, December 22, 2015 11:49 AM To: ray <ray@sburl.com>; Dan Albrecht <temp.planner@sburl.com> Cc: Tom Dipietro <tdipietro@sburl.com> Subject: RE: Planned 4-Unit Development Site & Utilities Plan Ray, I Lamoureux &t Dickinson ..__........... . r Engineers Surveyors Planners Wetland & Soil Scientists December 10, 2015 Ray Belair Administrative Officer Planning & Zoning Office City of South Burlington 575 Dorset Street South Burlington, VT 054503 RE: 57 Hinesburg Road Final Plan Application Dear Ray: We are writing on behalf of Brown Estates, LLC to request Final Plan review for a proposed planned unit development at 57 Hinesburg Road. This application involves a total of 0.37 acres on the westerly side of Hinesburg Road. The property is currently developed with a two story single family dwelling with its associated two car garage and paved drive. The project is located in the Potash Brook watershed and the Traffic Overlay District. This application proposes the removal of the existing dwelling, garage, drive and walks and the construction of a 4 unit residential building. Each unit will have an attached single car garage, with room for an additional parking space in front of the garage. In addition, there is one guest parking space at the end of the common entrance drive. The proposed building and decks extend into the building setbacks under the current zoning ordinance, but as you and Paul Conner discussed with Leon, to further the goals of the proposed "Form Based Code" regulations that are in the review process, developers are being encourage to build to the proposed new requirements, which this proposal does. As shown on Sheet #1, the proposed multi -family building will be served by a new 2" diameter PE water line off of the existing 6" A.C. main along Hinesburg Road. There will be a 2" curb stop within the right-of-way of Hinesburg Road, as well as an individual curb stop off of the new PE line for each unit. Details for these connections are shown on Sheet #5. Also as shown on Sheet #1, a new 6" SDR PVC sewer service will be connected to the existing 15" main in Hinesburg Road in a new sanitary sewer manhole. There will be individual 4" PVC sewer services for each unit. Details for these connections are shown on Sheet #4. Stormwater will be managed onsite with a combination of a grass lined swale between the building and the southerly property line, cast in place concrete curb along the north edge of the driveway and an infiltration area near the westerly property line. Stormwater details are shown on Sheet #5. According to Table 13-9 of the City of South Burlington Land Development Code, a project is required to install landscaping valued as follows; 3% of the building construction cost from $0 - $250,000, 2% of the building construction cost from $250,001 - $500,000 and 1 % of the building construction cost above $500,000. The estimated construction cost of the building is estimated to be $ 500,760, thereby requiring a minimum of $12,510 in landscaping to be installed. The planting schedule shown on Sheet #2, along with the attached estimate of landscaping costs show that this requirement has been met. 14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service As you know, this project received Preliminary Plan approval on November 5, 2015. In response to the numbered condition items in that approval, we offer the following; 1 — no action is needed 2 — no action is needed 3 — a — as shown on Sheet 1, the 2' wide areas between the garage doors are proposed to be brick patterned textured concrete. 3 — b- as shown on the building elevations, windows have been added to the rear of the garages. 3 — c — (2) Sheet 1 includes the total lot coverage (10,616 square feet), (3)Sheet 1 includes a line delineating the area flowing to the infiltration area, (4)the hydraulic calculations were e-mailed to Tom DiPietro on October 21, 2015. 3 — d - Sheet 6 includes the light locations and a point by point lighting analysis, and cut sheets of the four different lights are attached. 3 — e — in discussions with the landscape architect, we were told that none of the trees proposed near windows will grow tall enough to block access to those windows. 4 — the preliminary water and wastewater allocation letters are attached. 5 — The letter of Intent from VTrans is attached. Some of the changes to this project since the Preliminary Plan approval are related to the VTrans Letter of Intent. The sidewalk across the new driveway is now shown as 8" thick concrete instead of asphalt. The access drive on the property has not changed with the exception of adding the 2' wide brick patterned textured concrete divider between the garage doors. Within the Hinesburg Road right-of-way, the drive flares to 22' then includes 20' radii fillets to meet the Hinesburg Road pavement. The following are enclosed for your review: Application for Final Plat Review Five (5) full size sets of plans (L&D Sheets 1-6 + two building elevation sheets) One (1) 11" x 17" set of plans $713 application fee ($513 base fee + $50/unit) List of abutting landowners Estimate of Landscaping costs Preliminary water and wastewater allocations VTrans Letter of Intent Please contact our office with any questions. Sincerely, Dou Henson, c: Leon Brown P \2014\14015\FINAL - CITY\cover letter. doc Final Plan Application 57 Hinesburg Road Abutter List (12-9-15) Sonrise Partnership, LLP c/o Unsworth Property Management, LLC 26 Railroad Ave. Essex Junction, VT 05452 Antonio B Pomerleau, LLC 69 College St. Burlington, VT 05401 Chang Ming Jiang & Xiang Yong Jiang 55 Hinesburg Rd. South Burlington, VT 05403 John L. Wolff, III 121 Holmes Rd. South Burlington, VT 05403 Huen Yun Poon 60 Hinesburg Rd. South Burlington, VT 05403 James R. Fuller & Janelle Gilbert -Fuller 61 Hinesburg Rd. South Burlington, VT 05403 Brown Estates Landscape Estimate of Probable Cost July 2015 7-Item Size Unit Cost* Quantity Extended Cost Trees Acerx freemanii Autumn Fantasy' Freeman maple 2 1/2" Cal $600 1 $600 Acerrubrum Autumn Flame' Red maple 2 1/2" Cal $600 2 $1,200 Ame/anchierlaevis "Snowcloud"of "Majestic" Allegheny serviceberry 2 1/2" Cal $600 2 $1,200 Betu/a nigra 'Heritage' Heritage river birch 2 1/2" Cal $550 2 $1,100 Ce/tis occidentalis 'Prairie Pride" Common Hackberry 2 1/2" Cal $600 2 $1,200 Corpus alternifolia Pagoda dogwood 2" Cal $375 2 $750 Hamamelis virginiana American witch -hazel 2" Cal $325 4 $1,300 Ostrya virginiana Eastern Hop -hornbeam 2 1/2" Cal $250 3 $750 Quercus rubra Northern red oak 2 1/2" Cal $700 2 $1,400 Shrubs Deciduous shrub 18" - 24" $70 47 $3,290 Subtotal $12,790 Proposed construction costs Required Landscaping Value Proposed Landscaping Value Building construction $500,760 TOTAL $500,760 $ 250,000 @ 3% $7,500 $ 250,000 @ 2% $5,000 $760@1% 10 TOTAL $12,510 Trees & shrubs $12,790 FOR INTERNAL USE ONLY WWA Permit #T-� CITY OF SOUTH BURLINGTON APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *APPLICANT INFORMATION Applicant: Brown Estates, LLC c/o Leon Brown Contact Person: Doug Henson, Lamoureux & Dickinson Mailing Address: 14 Morse Drive, Essex Junction,VT 05452 Telephone & Fax for Contact Person: ph. 878-4450 fax 878-3135 Property Owner Name (if not applicant): Property Owner Mailing Address: *Physical Location of Project: 57 Hinesburg Road ign re of Applicant Signat of Property Owner (Bo applicant and property owner UST sig the application!) *Project Information If the project is a single-family home, please check one: =New =Existing If not a single-family home, project name: Brown Estates four-plex *Application or Permit Numbers: (from Planning & Zoning office) # SD - 15 - 30 Engineer's Information for flows over i,000 gpd Name of Engineer: Doug Goulette Firm: Lamoureux & Dickinson Mailing Address: 14 Morse Drive Essex, VT, 05452 Phone & Fax: ph. 878-4450 fax 878-3135 PE License #: 5611 *Flow Calculations (You may substitute an engineer's calculation or letter for the information requested below) For residential nroiects. list number of bedrooms and units requested: Number of Bedrooms Number of Units X Gallons per day per unit = Total Flows 1 140 2 or more 3 additional units 210 630 GPD TOTAL 3 additional units 630 GPD Notes: 3 additional units are proposed, in addition to the existing dwelling on the lot For commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant/ Type of use Number of Flows per Other Total Business seats, SF, etc X unit Adjustments Flow TOTAL *Total development wastewater flow requested: 630 -gallons per day Flow characteristics (for commercial and industrial projects) Volume: Flow rate: Strength: Please do not write below this line Application & Recording Fee received: Name Date Receiving Plant: L I-Irport Pkwy =Bartlett Bay City Center District: Yes =No Approved by Water Pollution Control Department (Commercial and Industrial Projects) /9 Director aWater PPlution Control Date Preliminary allocation issued: (payment of fee is not required) Director of Planning and Zoning Date Final allocation issued: (payment of fee is required, either in full or pro -rated, for projects with multiple zoning permits involved) Director of Planning and Zoning Date Final allocation expires with permit (Date) Zoning permit issued with permit#----. (Date) Associated W-W connection permit (if applicable) *- - For extensions ofFinalAllocation Only EXTENSION GRANTED (Date) to (Date of Expiration) 5o% EXTENSION FEE PAID $_ (Date) (Amount) APPLICATION FOR WATER ALLOCATION Items marked with an asterisk must be filled in by ALL applicants * Applicant Information Applicant: Brown Estates LLC Contact Person: Leon Brown Mailing Address: 15 Ruth Street, South Telephone & Fax for Contact: 598-8844 Property Owner Name (if not applicant): Property Owner Mailing Address: Phy ation of project: 57 Hinesburg Road /IS Sign r of Applicant �n t Pr Ject Information I f t , project i f the project is a single-family home, please check one: New Existing (For existing homes, no Application is required if revised demand is less than 1,000 gpd,) If not single-family home, project name. Brown Estates * Application or Permit Numbers: (from Department of Planning & Zoning) # SD-15-30 Engineer's Information for flows over 1,000 gpd Name of Engineer: Doug Goulette Firm: Lamoureux & Dickinson Mailing Address: 14 Morse Drive, Essex Junction, VT 05452 Phone & Fax: 802-878-4450 PE License #; 5611 Flow Calculations (You may substitute an engineer's calculation or letter containing the information requested below) For additional bedrooms in single-family homes: Number of existing bedrooms: Number of additional bedrooms requested: Page I APPLICATION FOR WATER ALLOCATION For other rpsidpritial nrniArts. list ntimher of hPdrnnms and units requested,. Number of bedrooms x Number of units x Gallons per day per unit Total flows 1 150 2 300 3 x 3 450 1,350 4 600 5 750 6+ (specify) TOTAL 1,350 t-or commercial ana inaustriai projects, list existing ana proposea tenants, uses ana tiows: Tenant / Number of Other Business TvDe of use seats. SF. etc. x Flow Der unit Adiustments Total flow * Total development water flow requested: Please do not write below this line Approved by W ter Department Z- " Superinte 2"6nf6f Wafer 1 Preliminary Allocation approved: 1,350 gallons per day Date Date Final Allocation approved: Date Final Allocation Expires: with permit #-- (Date) For Extensions of Final Allocation Only EXTENSION GRANTED to (Date) (Date of Expiration) G:Word:SBForms:WaterallocationForm Page 2 Doug Henson From: Tom Dipietro <tdipietro@sburl.com> Sent: Wednesday, October 21, 2015 1:32 PM To: Doug Henson Subject: RE: Brown Estates - 57 Hinesburg Rd. Thanks Doug. I have let P&Z know that we received this information. Thomas J. DiPietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared far 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: Doug Henson[mailto:dough@ldengineering.com] Sent: Wednesday, October 21, 2015 12:04 PM To: Tom Dipietro <tdipietro@sburl.com> Subject: FW: Brown Estates - 57 Hinesburg Rd. Good morning Tom. As we discussed, attached are the storm water computations and a plan showing the watershed area. Please feel free to contact me if you have any questions. Thanks, Doug. Doug Henson, L.S., E.I. Vice President Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 Tel: 802-878-4450 1 f F;AS L I G H T I N G Thank you for buying RAB lighting fixtures. Our goal is to design the best quality products to get the job done right. Wed like to hear your comments. Call the Marketing Department at 888-RAB-7000 or email: marketing@rabweb.com IMPORTANT READ CAREFULLY BEFORE INSTALLING FIXTURE. RETAIN THESE INSTRUCTIONS FOR FUTURE REFERENCE. Fixtures must be wired in accordance with the National Electrical Code and all applicable local codes. Proper grounding is required for safety. THIS PRODUCT MUST BE INSTALLED IN ACCORDANCE WITH THE .APPLICABLE INSTALLATION CODE BY A PERSON FAMILIAR WITH THE CONSTRUCTION AND OPERATION OF THE PRODUCT AND THE HAZARDS INVOLVED. WARNING: Make certain power is OFF before installing or maintaining fixture. No user serviceable parts inside. CAUTION: For proper weatherproof seal, apply weatherproof silicone sealant around the edge of the Junction Box. This is especially important with an uneven wail surface. Use silicone sealant or teflon tape around the threaA of the arm. C!WALL MOUNTING , oin nt to a weatherproof neC"nox (not supplied) and Cover Plate (not supplied) as shown. Apply weatherproof silicone sealant around the edge of the Junction Box. This is especially important with an uneven wall surface. 1. Thread fixture into Cover Plate. Use silicone sealant or teflon tape around the thread of the arm. 2. Connect wires as shown in the wiring section. 3. Attach Cover Plate to Junction Box. 4. Aim fixture in the desired direction and tighten locknut and Arm Screw. Cover Plate (not supplied) Arm Screw Junction Box (not supplied) GROUND MOUNT NG Mount to a,Mighty ost ! A6 Cat# MP1 g} as shown. 1. Thread fixture in ighty Post Cap (supplied upon request). L14s,il' one sealant o efisn`tap�-around the thread of the 2. onnec wi s a shown in the wiring section. Push all wires insi e the ighty Post (supplied upon request). 3. Place ighty Pst Cap tip:-Rr(ighf)f.Post. 4. Ai xture in the desiredction and ighten locknut a d Arm Screw. t I i r----mot-� Arm Screw Mighty Post Cap (supplied upon request) Mighty Post / (supplied upon request) WSBULLET2X12NA �d�wS1WHM jIs �04fl)�dk9rAi Two adjustable 12W LED floodlights Equivalent to 2x75W BR30/halogen/wide floods Comes with sensor with 180' detection pattern at up to 30 ft. Color, Bronze Weight. 6.8 Ibs Technical Specifications" Listings UL Listing: Suitable for wet locations; wail mount only IESNA LM-79 & LM-80 Testing: RAB LED luminaries have been tested by an independent laboratory in accordance with IESNA LM- 79 and LM-80, and have been received the Department of Energy "Lighting Facts" label, Other ENERGY STAR: This product is ENERGY STARO qualified. California Title 24: SMSBULLET2x12 complies with 2013 California Title 24 budding and electrical codes as a residential outdoor lighting fixture and as a commercial outdoor non -pole -mounted fixture S 30 Watts, Sensor Power Consumption (when idle): 1 Watt Sensor LED: Sensor indicator LED glows red day & night for "on guard" deterrence "No Hands" Auto Testing: Auto mode starts after 4 minutes of testing. No adjustment needed Photoelectric Control: Deactivates lights during daylight. Fully adjustable for 24-hour operation or custom applications. Adjustments: Time, ambient light & sensitivity Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of ten (10) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. LED Characteristics Project: BROWN ESTATES Prepared By: DAN GORDON Driver Info Type` 120V: 208V: 240V: 277V: Input Watts Efficiency. LEDs: Multi -chip, high -output, long -life LEDs Lifespan: 100,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculation Color Stability: LED color temperature is warranted to shift no more than 200K in CCT over a 5 year period. Color uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377.2011. Construction Thermal Management: Superior heat sinking with external Air -Flow fins Housing: Die-cast aluminum housing, lens frame and mounting plate Reflector: Semi-specular, vacuum-metalized polycarbonate Lens: Microprismatic diffusion lens for smooth and even light distribution Mounting: Heavy-duty mounting arm with "0" nng seal and stainless steel screws Gaskets: High -temperature silicone gaskets � Page l of RAPa- i+ r geiP Type: Date: 10/07/2015 LED Info Constant Current Watts 24W 0.22A Color Temp 4000K (Neutral) N/A Color Accuracy: 84 CRI N/A L70 Lifespan, 1 00. 000 N/A Lumens, 1,664 26W Efficacy 64 LPW 92% Finish: Our environmentally friendly polyester powder coatings are formulated for high durability and long-lasting color, and contain no VOC or toxic heavy metals Green Technology: Mercury and UV free, and RoHS compliant. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals Electrical Switching Capacity: 500 Watts of LED BULLET12 floods Voltage: 120VAC,60Hz, Surge Protection: Withstands up to 3000 Volts Manual Override: Double flip wall switch logic prevents activation by momentary power outages. Override resets to auto at dawn. No extra wiring needed. RF Immunity: Circuits fully shielded for maximum radio frequency immunity Sensor Characteristics Time Adjustment: 5 seconds to 15 minutes eed t edi;" I evi.l hel(> !tram 888 RAB-1000 Ernail sales[a"s,rabweb,com Website www.rahweb.com opt right"") 2014 RAB Ligi11vng lnc,. All Rights Reserved Note. Specifications are Subject io change at any times with,,,)ut notice ttps://www.rabweb.com/specSheet.php?product=SMSBULLET2Xl2NA l 0/07/201 WSBULLEM12NA Dimensions 6" 152 mrT 14 1 /2" 368 mm 4 1 /2" F----114 mm -- F--- 6 3/4" 171 mm Page 2 of PIAB L 1 Q H T I N p Features Two adjustable 12W LED floodlights Equivalent to 2x75W 8R30fhalogenlwide Floods Sensor with 180' detection pattern at up to 30 ft Photo control keeps lights off during the daytime Microprismatic diffusion lens optimizes light output without glare 10-Year warranty on full fixture & sensor assembly 100.000-hour LED Lifespan a ci Fib;,,, I &I'n help ; n : 888 RAB-1000 Emad sales@rabweb.com Websde www.rabweb.com OpS'(ight 4C 201 d RAS L�gnung Inc Ali Rights Reserved Note Specifications are subject to change at any hmE w,thout notice f'age < n, ttps://www.rabweb.com/specSheet.php?product=SMSBULLET2X12NA 10/07/201 https:/twww.rabweb.com/specSheet.php?product=( '12 10/15/2015 SUM12 12, 18 and 26 Watt SLIM wallpacks are ultra efficient and deliver impressive light distribution with a compact low -profile design that's super easy to install as a downlight or uplight. Color: Bronze Weight: 4.5 Ibs Technical Specifications I istin s RAS L I G H T ING Project: Type: Prepared By: Date: Driver Info LED Info Type: Constant Current Watts: 12W 120V: 0.12A Color Temp: 5100K (Cool) 208V: 0.08A Color Accuracy: 67 CRI 240V: 0.07A L70 Lifespan: 100,000 277V: 0.06A Lumens: 1,531 Input Watts: 14W Efficacy: 111 LPW Efficiency: 87% Mounting: Color Stability: ---...-..- -g UL Listing: Heavy-duty mounting bracket with hinged LED color temperature is warrantied to shift Suitable for wet locations. Suitable for housing for easy installation. no more than 200K in CCT over a 5 year mountingwithin 1.2m 4ft of the round. ( ) 9 Recommended Mounting Height: period. ADA Compliant: Up to 8 ft. Color Uniformity: SLIMTM is ADA Compliant. Lens: RA's ofCT Temperature)oCo s( hCorrelated e guideli eslor for the DLC Listed: Tempered glass lens. American National Standard for Specifications This product is on the Design Lights Reflector: for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2011. Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Specular thermoplastic. Electrical Utilities. Gaskets: Driver: Dark Sky Approved: High -temperature silicone. Constant Current, Class 2, 50/60 The International Dark Sky Association has Finish: surge protection, 35OmA, 1 approved this product as a full cutoff, fully 240 AC 7VAC .15A 1 5 Amps, 277VAC 0.15Amps, shielded luminaire. Our environmentally friendly polyester powder Power Factor 99 /o. Power F actor coatings are formulated for high -durability and IESNA LM-79 & LM-80 Testing: long-lasting color, and contains no VOC or THD: RAB LED luminaires have been tested by an toxic heavy metals. 10.1% at 120V independent laboratory in accordance with Green Technology: Other IESNA LM-79 and LM-80, and have received the Department of Energy "Lighting Facts" Mercury and UV free, and RoHS compliant. HID Replacement Range: label. LED Characteristics Construction" " The SLIM12 can be used to replace 70W MH - LED: based on delivered lumens. IP Rating: Multi -chip, long -life LED. California Title 24: Ingress Protection rating of IP66 for dust and Lifespan: SLIM12 complies with 2013 California Title 24 water. 10 hour LED lit based on IES LM- building and electrical codes as a residential Cold Weather Starting: calcuspan 80 results and TM-21 calculations. result outdoor fixture. See SLIM12/PC for a model that complies as a commercial outdoor non - The minimum starting temperature is Color Consistency: pole -mounted fixture <_ 30 Watts. — — -40°F/-40°C. Ambient Temperature: 7-step MacAdam Ellipse binning to achieve Patents: consistent fixture -to -fixture color. The design of the SLIMTM is protected by Suitable for use in 40°C (104°F) ambient patents in U.S. Pat D681,864, and pending temperatures, patents in Canada, China, Taiwan and Thermal Management: Mexico. Superior heat sinking with internal Air -Flow Optical fins. BUG Rating: Housing: B1 UO GO Precision die-cast aluminum housing. Need help? Tech help line`. 888 RAB-1000 Email sales@rabweb.com Website: www.rabweb.com Page 1 of 2 Convrinht n 9n14 RAR I inhtinn Inn. All Rlnht.- Reserved Note Snerifiratinns are silhiert to rhanna at anv timp withnut nntire https://www.rabweb.com/specSheet.php?product=SLIM 12 1/3 10/15/2015 https://www.rabweb.com/speeSheet.php?product= '12 SLIM12 L I G H T I N G Dimensions Features 6'S11 ------ 165mm Full cutoff, fully shielded LED wallpack _ Can be used as a downlight or uptight 1 Contractor friendly features for easy installation �k 1100,000-hour LED Life 5-Year Warranty 8.75„ 222mm 3.9" 99mm� Ordering Matrix Family Watts Color Temp Finish Photocell Dimming SLIM 26 = 26W = Cool = Bronze = No Photocell = No Dimming 18 = 18W Y = Warm W = White /PC = 120V Button /D10 = Dimmable 12 = 12W N = Neutral /PC2 = 277V Button Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2 /'...., •.:...L♦ ll nne A ono 1 :...L.a:.... 1-- All -1-4- https://www.rabweb.com/specSheet.php?product= SLIM 12 213 10/15/2015 https://www.rabweb.com/specSheet.php?product= 1ED5 LED 5W Wallpacks. Patent Pending thermal management system. 100,000 hour L70 lifespan. 5 Year Warranty. Color: Bronze Weight: 2.0 Ibs Technical Specifications Listings UL Listing: Suitable for wet locations in downlight position only. Suitable for mounting within 1.2m (4ft) of the ground. IESNA LM-79 & IESNA LM-80 Testing: RAB LED luminaires have been tested by an Independent laboratory in accordance with IESNA LM-79 and 80, and have received the Department of Energy "Lighting Facts" label. LED Characteristics Lifespan: 100,000-hour LED lifespan based on IES LM- 80 results and TM-21 calculations. LEDs: 5W, high -output, long -life LED. Color Accuracy: 69 CRI Color Temperature (Nominal CCT): 5000K Color Consistency: 7-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB"s range of CCT (Correlated color temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2008. Construction IP Rating: Ingress Protection rating of IP66 for dust and water. Project: Prepared By: RAS Type: Date: Driver Info LED Info Type: Constant Current Watts: 5W 120V: 0.18A Color Temp: 5000K (Cool) 208V: 0.18A Color Accuracy: 69 CRI 240V: 0.18A L70 Lifespan: 100,000 277V: N/A lumens: 196 Input Watts: 5W Efficacy: 37 LPW Efficiency: l 94% Ambient Temperature: Suitable for use in 40°C ambient temperatures. Cold Weather Starting: The minimum starting temperature is -40°F/-40°C. Thermal Management: Integral cast aluminum mounting pad for optimum heat sinking to ensure cool operation with maximum LED life and light output. Housing: Precision die cast aluminum housing and mounting plate. 1 1/2" backbox with three 1/2" conduit entry points. Gaskets: High temperature silicone gaskets. Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. Green Technology: Mercury and UV free. Other Patents: The WPLED design is protected by patents pending in the U.S., Canada, China, Taiwan and Mexico. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act (ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act — Construction Materials (October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25A. Equivalency: The WPLED5 is Equivalent in delivered lumens to a 13W CFL or 60W incandescent. California Title 24: See WPLED5/PCS for a 2013 California Title 24 compliant model. Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. Electrical Drivers: Constant current, Class 2, 100 - 240VAC, 50 - 60 Hz, 0.18 Amps. Surge Protection: 1 KV Optical Fixture Efficacy: 37 Lumens per Watt (':nnvHnht 0) 9014 RAR I inhtinn Inn. All Rinht; RPcarvari Nota: Snarifirations arp cijhiAnt to rhanna at anv time withmit nntinp https://www.rabweb.com/specSheet.php?product=WPLED5 1/3 10/15/2015 ' https://www.rabweb.com/specSheet.php?product=� ED5 WPED5 RAB L I G H T I N G Dimensions Ordering Matrix Family WPLED Features High performance LED light engine 1 l tik kr 11.4cm Maintains 70% of initial lumens at 100,000 hours Weatherproof high temperature silicone gaskets Superior heat sinking with die cast aluminum housing and external fins Replaces 13W CFL or 60W Incandescent 100 up to 240 Volts 5-year warranty i Shape Watts Color Temp Finish Photocell 1' = Square 5 = 5W = Cool = Bronze = No Photocell R = Round Y = Warm W = White /PCS = 120V Swivel N = Neutral Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2 n.......: 11 n — A — O . :.. L. i:..... I-- n II —L— 0....... a:.... ti...... ....L. —, a.. .J......— ..� ....., 4;...... ..,H1. ..�.♦ .. .. a..... hftps://www.rabweb.com/speeSheet.php?product=WPLED5 2/3 10/15/2015 I `ttps://www.rabweb.com/specSheet.php?product=DLE[ 12YY/BAF LED retrofit downlights are perfect for updating existing recessed lighting without changing the fixture. Equivalent to 90W Par. Color: White Weight: 1.4 Ibs Technical Specifications Listings UL Listed: Suitable for damp locations. IESNA LM-79 & LM-80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80, and have received the Department of Energy "Lighting Facts" label. Electrical Driver: Innovative integrated driver technology with 120V TRIAC and ELV dimming. Surge Protection: 2.5KV Construction Lens: Polycarbonate diffusion lens for smooth light output. Compatibility: Low -profile design for maximum compatibility with 6" incandescent recessed downlight housings. Ambient Temperature: Suitable for use in 40°C ambient temperatures. Driver Info 4 ED Info Type: Constant Current Watts: 12W 120V: 0.11A Color Temp: 2700K 208V: N/A Color Accuracy: 84 CRI 240V: N/A L70 Lifespan: 100,000 277V: N/A Lumens: 675 Input Watts: 13W Efficacy: 53 LPW Efficiency: 94% Cold Weather Starting: The minimum starting temperature is -22°F/-30°C. Housing: Professional -grade, die-cast aluminum construction; cast -in grooves. Adapters: Edison E26 medium base adapter included. GU24 socket adapter sold separately. Installation: Pre -installed Torsion springs and optional friction clips are both included to aid in attaching and securing the 6" DLED to the incandescent housing. Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. Green Technology: Mercury and UV free, and RoHS compliant. LED Characteristics Lifespan: 100,000-hour LED lifespan based on IES LM- 80 results and TM-21 calculations. LEDs: High -output, long -life LEDs with 3 step binnning and Integrated driver technology. Color Consistency: 3-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Other ENERGY STAR: This product is ENERGY STAR® qualified. Equivalency: 12W replaces 90W Par. California Title 24: DLED6R12 complies with 2013 California Title 24 building and electrical codes as a commercial indoor fixture for general spaces when used with a vacancy sensor and TRIAC dimming control. Select a vacancy sensor using catalog number LVS800. TRIAC dimmer provided by others. Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 1 of 2 Convrinht (c)9014 RAR I inhtinn Inn. All Rlnhts Reserved Note, Snenifications are RiihIA(It to chanoA st snv time without notice hftps:/AAtww.rabweb.com/specSheet.php?product--DLED6Rl2YY/BAF 1/3 10/15/2015 f "ttps://www.rabweb.com/specSheet.php?product=DLEY 12YY/BAF ' DLED6R12YY/BAFR/4,B ......... ........ _........... m......... w............... .. _. I Dimensions Features 9 7.19' Low -profile enables compatibility with 6" housings UL Listed for damp locations Triac & ELV dimmable 5-year warranty candle power distribution candela distribution 1V aa� ae�{ vertical deg. candelas 0 344 5 3,11 IS 321 25 282 35 227 45 162 55 99 65 47 75 15 a5 3 90 0 cone of light Mounting Beam Height (ft) FC Diameter (Ill) G0 9h 6,7 ,0 5A 9.0 1010 3A 11,2 12..0 2A 13S 140 1A 15.7 (da&a I I&I Sat *,A ai wfw':°.ik=fi V.0W rt, 111S 01C k 41 MV14k zonal lumen :summary zone lutnens %fix, 0- 30 25) 37A 0- 40 394 59.3 0_90 675 100D 90, lei 0 0.0 0-180, 675 1 ODD luminance (candela,�l'x) agrees avg.luminaoce 45 15292 55 11521 65 7423 75 S5 22 Ordering Matrix Family Size Shape Watts Color Temp Type DLED 6 = 6" R = Round 8 = 8W YY = 2700K (Residential Warm) = Without Baffle 12 = 12W Y = 3000K (Warm) /BAF = With Baffle YN = 3500K (Warm Neutral) Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2 https://www.rabweb.com/specSheet.php?product= DLED 6R 12YY/BAF 2J3 a .o^aVFRMONT State of Vermont Policy, Planning & Intermodal Development Division Policy, Planning and Research Bureau Development Review & Permitting Services Section One National Life Drive [phone] 802-828-2653 Montpelier, VT 05633-5001 [fax]. 802-828-2456 vtrans.vermont.gov [ttd] 800-253-0191 I LETTER OF INTENT 1 THIS IS NOT A PERMIT December 3, 2015 Brown Estates, LLC Leon Brown 15 Ruth Street South Burlington, VT 05403 DEC 10 2015 Agency of Transportation Subject: South Burlington, VT116, L.S. 218+25 — 219+25 LT Dear Mr. Brown: Your highway permit application to construct access and remove existing access; make municipal sewer and water connections; and connect to existing sidewalk, at the above -referenced location, has been reviewed and found to meet the requirements for work within the highway right-of-way. The appropriate utility company shall submit a permit for any utility connection or utility work associated with this project. Title 19 VSA § 1111 requires that we ensure compliance with all local ordinances and regulations relating to highways. Your highway permit application will be processed after you provide us with copies of your Act 250 and/or local approvals, including all conditions. In cases where local zoning does not exist, a letter from the legis- lative body of the municipality will be acceptable. When issued, the permit will contain, but will not be limited to, the attached Special Conditions. This commitment is valid for two years. from the date of this letter. Should your other permits require a longer time period, please contact us relative to an extension of time. This Letter of Intent addresses only access to, work within, and drainage affecting the State highway. It does not address other possible transportation issues, such as access to town highways, use of private roads, and use of railroad crossings. If relevant to the proposed development, such issues must be addressed separately. If you have any further questions about this matter, please call me at (802) 828-2486. Sincerely, games Clancy Permit Coordinator Permitting Services / �%� Attachment Reviewed by: LU S 622�1, ' Date:1Z 7 15- Crai S. Keller P.E. Chief of Permitting Service 9 � 9 cc: Town of So. Burlington District Environmental Coordinator #4 Chittenden County Regional Planning Commission Lamoureux & Dickinson Consulting Engineers Inc. Brown Estates LLC South Burlington, VT116, L.S. 218+25 - 219+25 LT December 3, 2015 Page 1 of 4 SPECIAL CONDITIONS This permit is granted subject to the restrictions and conditions on the back of the permit, with particular attention given to the Special Conditions listed below. This permit pertains only to the authority exercised by the Vermont Agency of Transportation (Agency) under Vermont Statutes Annotated, Title 19, Section 1111, and does not relieve the Permit Holder from the requirements of otherwise applicable statutes, rules, regulations or ordinances (e.g., Act 250, zoning,. etc.). The Permit Holder shall observe and comply with all Federal and State laws and local bylaws, ordinances, and regulations in any manner affecting the conduct of the work and the action or operation of those engaged in the work, including all orders or decrees as exist at present and those which may be enacted later by bodies or tribunals having jurisdiction or authority over.the work, and the Permit Holder shall defend, indemnify, and save harmless the State and all its officers, agents, and employees against any claim or liability arising from or based on the violation of any such law, bylaws, ordinances, regulations, order, or decree, whether by the Permit Holder in person, by an employee of the Permit Holder, by a person or entity hired by the Permit Holder, or by a Subcontractor or supplier. The Permit Holder shall accomplish all work under this permit in accordance with detail "C" and the profile and notes of standard drawing B-71, copy attached, and the attached plan date stamped November 19, 2015 Permitting Services. A preconstruction meeting to discuss work to be completed must be held prior to the Permit Holder's employees or contractor beginning work. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such meeting. Please note that the Vermont Agency of Transportation is not a member of Dig Safe. The Permit Holder shall also contact Steve Guyette (802) 343-2188 for Districts #5 & #8 and for all other districts contact Tim Sweeney at (802) 279-0585. They will need to locate and mark all existing buried utility facilities owned by the Agency near the location of the proposed work. Roadway shoulder areas must be maintained free of unnecessary obstructions, including parked vehicles, at all times while work is being performed under this permit. All grading within the State Highway right-of-way associated with the proposed construction shall be subject to inspection and approval by the District Transportation Administrator or his or her staff. The Permit Holder shall be responsible for ensuring that all grading work in or on the State Highway right- of-way complies with applicable statutes, rules, regulations or ordinances. In areas to be grass covered; the Permit Holder shall restore turf by preparing the area and applying the necessary topsoil, limestone, fertilizer, seed, and mulch, all to the satisfaction of the District Transportation Administrator. The Permit Holder shall be responsible for ensuring that all turf restoration work in or on the State Highway right-of-way is in compliance with applicable statutes, rules, regulations or ordinances. Upon completion of the work, the Permit Holder shall be responsible to schedule and hold a final inspection. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such inspection. Brown Estates LLC South Burlington, VT116, L.S. 218+25 - 219+25 LT December 3, 2015 Page 2 of 4 This permit does not become effective until the Permit Holder records, in the office of the appropriate municipal clerk, the attached "Notice of Permit Action". The access must be constructed in such a manner as to prevent water from flowing onto the State Highway. If the access is not constructed satisfactorily, the District Transportation Administrator can order reconstruction of the access at the Permit Holder's expense. This access will serve as the only access to this property and to any future subdivisions of this property unless approved otherwise by the Agency. The Permit Holder is required to allow a connection and to grant an associated right to pass between the access and adjoining properties (in the future) that will result in a combination of accesses to serve more than one property or lot. By issuance of this permit, the Agency revokes all previous permits for access to this property. In the event traffic from this project increases to the point where traffic signals, additional lanes for turning or any other modifications are necessary, the Permit Holder shall bear the expense of such improvements or facilities. The Agency may require the Permit Holder to update or provide a traffic study to determine if additional modifications are necessary. The Permit Holder is responsible for access maintenance (beyond the edge of paved shoulder). "Access maintenance" will include, but not be limited to, the surface of the access, the replacement and maintenance of the culvert, as necessary, the trimming of vegetation, and the removal of snow banks to provide corner sight distance. In conformance with Vermont Statutes Annotated, Title 19, Section 1111 (fj, the Agency may eliminate this access in the future where development has burdened the highway system to such an extent that a frontage road or other access improvements (which may serve more than one property or lot) must be constructed to alleviate this burden. The Permit Holder shall bear the expense of the frontage road or other access improvements. The Agency shall determine the need of a frontage road or other improvements based upon and justified by standard Agency procedures. The Permit Holder shall pave the access (drive) from the edge of paved shoulder to the State Highway right-of-way. In the event of the Permit Holder's failure to complete all the work, approved under this permit, by the "work completion date," the Agency, in addition to any other enforcement powers that may be provided for by law, may suspend this permit until compliance is obtained. If there is continued use or activity after suspension, the Agency -may physically close the driveway or access point if, in the Agency's opinion, safety of highways users is or may be affected. A full depth, 8" thick, concrete sidewalk must be installed across the proposed access. Should any portion of the utility facility installed within the State Highway right-of-way require relocation due to future highway improvements, the Permit Holder shall bear all expenses, and all necessary adjustments shall be completed in a timely manner. Open cut method is authorized for the connection to the sewer line with the permission of the District #5 Transportation Administrator. Brown Estates LLC South Burlington, VT116, L.S. 218+25 — 219+25 LT December 3, 2015 Page 3 of 4 The Permit Holder shall verify the appropriate safety measures needed, prior to construction, so proper devices and/or personnel are available when and as needed. Traffic control devices, shall be in conformance with the MUTCD (Manual on Uniform Traffic Control Devices), Agency standards and any additional traffic control deemed necessary by the District Transportation Administrator. The Permit Holder's failure to utilize proper measures shall be considered sufficient grounds for the District Transportation Administrator to order cessation of the work immediately. The Permit Holder will perform construction in such a way as to minimize conflicts with normal highway traffic. When two-way traffic cannot be maintained, the Permit Holder shall provide a sign package that conforms to the MUTCD (Manual on Uniform Traffic Control Devices) or Agency standards, as well as trained Flaggers. The District Transportation Administrator may require a similar sign package with trained Flaggers whenever it is deemed necessary for the protection of the traveling public. In addition, the District Transportation Administrator may require the presence of Uniform Traffic Officers (UTOs); moreover, the presence of UTOs shall not excuse the Permit Holder from its obligation to provide the sign package and Flaggers. The Permit Holder shall ensure that all workers exposed to the risks of moving highway traffic and/or construction equipment wear high -visibility safety apparel meeting the requirements of ISEA (International Safety Equipment Association) "American National Standards for High -Visibility Safety Apparel," and labeled as ANSI (American National Standards Institute) 107-2004, or latest revisions, for Performance Class 2 or 3 requirements. A competent person - one designated by the Permit Holder's Contractor to be responsible for worker safety within the activity area of the State highway right-of-way shall select the appropriate class of garment. The Engineer may suspend this permit until compliance is obtained. Independence; Liability: The Permit Holder will act in an independent capacity and not as officers or employees of the State. The Permit Holder shall defend the State and its officers and employees against all claims or suits arising in whole or in part from any act or omission of the Permit Holder or of any agent of the Permit Holder. The State shall notify the Permit Holder in the event of any such claim or suit, and the Permit Holder shall immediately retain counsel and otherwise provide a complete defense against the entire claim or suit. After a final judgment or settlement, the Permit Holder may request recoupment of specific defense costs and may file suit in the Washington Superior Court requesting recoupment. The Permit Holder shall be entitled to recoup costs only upon a showing that such costs were entirely unrelated to the defense of any claim arising from an act or omission of the Permit Holder. The Permit Holder shall indemnify the State and its officers and employees in the event that the State, its officers or employees become legally obligated to pay any damages or losses arising from any act or omission of the Permit Holder. Insurance: Before beginning any work under this Permit the Permit Holder must provide certificates of insurance to show that the following minimum coverages are in effect. It is the responsibility of the Permit Holder to maintain current certificates of insurance on file with the State for the duration of work under the Permit. No warranty is made that the coverages and limits listed herein are adequate Brown Estates LLC South Burlington, VT116, L.S. 218+25 — 219+25 LT December 3, 2015 Page 4of4 to cover and protect the interests of the Permit Holder for the Permit Holder's operations. These are solely minimums that have been established to protect the interests of the State. Workers Compensation: With respect to all operations performed under the Permit, the Permit Holder shall carry workers compensation insurance in accordance with the laws of the State of Vermont. General Liability and Property Damage: With respect to all operations performed under the Permit, the Permit Holder shall carry general liability insurance having all major divisions of coverage including, but not limited to: Premises - Operations Products and Completed Operations Personal Injury Liability Contractual Liability The policy shall be on an occurrence form and limits shall not be less than: $2,000,000 Per Occurrence $2,000,000 General Aggregate $2,000,000 Products/Completed Operations Aggregate $ 50,000 Fire/Legal Liability Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit. Automotive Liability. The Permit Holder shall carry automotive liability insurance covering all motor vehicles, including hired and non -owned coverage, used in connection with the Permit. Limits of coverage shall not be less than: $1,000,000 combined single limit. Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit. a= — - rn I THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' PRIOR TO ANY EXCAVATION STONE LINED EMERGENCY OVERFLOW I I I l 1 \ 1 SONRISE 1 PARTNERSHIP, I 1 N/F RESIDENTIAL EXISTING PROJECT -BOUNDARY - - - ABUTTING PROPERTY LINE - -- BUILDING SETBACK -------516-'" EXISTING GROUND CONTOUR EXISTING TREE LINE OHW EXISTING UTILITY POLE AND OVERHEAD WIRE - - - - - - - S - - - - - - EXISTING SEWER LINE - - - - - - - - - - - - - EXISTING WATER LINE �. PROPOSED WATER LINE S PROPOSED SEWER LINE SOIL BORING - G.W. MEASURED ON 6- -15 31 PROPOSED CONTOUR G Q oo ANTONIO B. POMERLEAU, LLC N/F SHOPPING CENTER RICK MARCOTTE CENTRAL SCHOOL �l PROJECT) RFF,r 517E W� E LOCATION PLAN NTS I \ l I 1 1 l \\ I / APPROXIMATE LOCATION OF EXISTING WATER / 8 SEWER SERVICES. WHEN ENCOUNTERED / DURING EXISTING BUILDING DEMOLITION. CUT / AND CAP BOTH SERVICES. CHANG MING & XIANG / YONG JIANG ( N!F RESIDENTIAL dRAPfud ddkLE b e a b n tl M-) 1 hnh - 10 1t - -� SIDE YARD SETBACK UNDER PROPOSED FORM -BASED CODE T-3 DISTRICT I- I COMMER CL IIRESIDEMIAL 12 DISTRICT % 1 I ilp � 1 zo1 ➢h �� 1 I I FRONT YARD SETB CK UNDER CURRENT Alm COMMERCIAL 11 RE5 ENTIAL 12 DISTRICT i I olx RFAR YARD UNDER PR 'OSED m F FORM-BASEDCODE T-3 DISTRICT I— _ _� — ­7 1 IFRONTYARDSETBACK I J�UNDERPROPOSED 1 ' FORM-BASEDCODE T-3 DISTRICT 1 I 2a -BUILD To zo1+e - SIDE YARD SETBACK UNDER PROPOSED I FORWBASEDCODE T-3 DISTRICT SITE LAYOUT IS BASED ON POSSIBLE NEW ZONING FORM BASED CODE T-3 ZONING DISTRICT ZONING SETBACK PLAN SCALE: 1' = 20' IJOHN L WOLFF, III 1 N/F IRESIDENTIAL I �HUEN YUN POON Nil RESIDENTIAL I NEW SEWER MANHOLE RIM ELEV = 316A 15' INV IN = 306.26 15' INV OUT = 306 26 6' PVC INV. IN = 306.26 THE CONTRACTOR SHALL VERIFY THE ACTUAL SIZE AND LOCATION OF THE EXISTING SEWER MAIN PRIOR TO ORDERING STRUCTURE EXISTING CURB STOP LOCATION IS UNKNOWN. CONTRACTOR SHALL ATTEMPT TO LOCATE CURB STOP, (CONTACT CITY IF NEEDED), AND CLOSE CURB STOP AND REMOVE ROD. Goo S�- � c t c- ��e•u51V, ST01`3 f0S 1-T r•-c—rl1v1eL_! ECE_IVe:D NOV 19 2015 PERMITTING SERVICES -DETAIL A RESIDENTIAL ( /E SEE NOTE 5 x CURB (IF PRESENT )� - _ / TREATED SHOULDER EDGE EDGE OF TRAVELED WAY HIGHWAY � MINIMUM RADIUS = THEORETICAL RADIUS MINUS SHOULDER WIDTH XR , x 20' THEORETICAL RADIUS = 60° MIN. PAVEMENT - 90° DESIRABLE _ I— IAL COMMERCIAL DRIVE TO BE USED ONLY UNDER SPECIAL CONDITIONS • WIDTH OF ACCESS FOR ONE WAY TRAFFIC PROPERTY 29 /•j N���N OPERATIONS (18'-24') LINE �qI A(�0g SEE NOTE 2 1 MIN. R=20' pP�� CURB ON R.O.W. \ MIN. R=20' 2.O.W. LINE x LINE R.O.W. LINE SHOULDER_ X R'S� _ R=_5'_ , - LIF EBESFNT) EDGE -41--5' MIN. 1 100' DESIRABLE TRAVELED WAY 40' MINIMUM PAVEMENT HIGHWAY- A= 60° MINIMUM 90° DESIRABLE )ETAIL D TWO-WAY COMMERCIAL DRIVE WITH DIVISIONAL ISLAND DETAIL E RIGHT TURN LANE FOR COMMERCIAL DRIVE :OR SHOPPING CENTERS, LARGE HOUSING DEVELOPMENTS, (UNSIGNALIZED INTERSECTIONS ONLY) NDUSTRIAL PLANTS AND SERVICE STATIONS DRIVE USE WITH DETAILS C AND D WHEN VOLUME WARRANTS FOR SEE RIGHT TURN LANES ARE MET. LIMIT OF PARKING AREA ( SEE NOTE 41 R.O.W. LINE 4' MIN. . I I X X 30' MIN. RADIUS 18' MIN 12' MAX. 1 MIN. RADIUS 30' LESS SHOULDER WIDTH MINIMU24' MAX. 24' MAX. PROPERTY LINE THEORETICAL M RADIUS MINUS I I D=• T=•+ THE CURBED DIVISIONAL ISLAND SHALL NOT SHOULDER WIDTH EXCEED 4' HEIGHT (AND HAVE NO PROJECTION ABOVE THE CURB HEIGHT WITHIN THE R.O.W. I _ _ _ _ _ _ _ 4_ - - - - _ _.CURB (IF PRESENT ) LIMIT OF PARKING AREA OR CLEAR ZONE) SHOULDER EDGE ( SEE NOTE 41 1 R.O.W. LINE -- ---- 30' THEORETICAL -RADIUS Rl x 30' THEORETICAL RADIUS �? SHOULD CURB Y / '� -- U'1 ( IF PRESENT ) � _ � � � _ _ _ MIN. SEE OETAI J-T ---. E SHOULDER EDGE 12 HOULDER EDGE OF TRAVELED WAY A = 60° MINIMUM PAVEMENT HIGHWAY 90° DESIRABLE _ _ 1 DETAIL G PERSPECTIVE SKETCH OF DRIVE INTERSECTION SHOWING DEPRESSION CLEAR ZONE DISTANCE VARIES WITH HIGHWAY CLASS AND TRAFFIC VOLUME. REVISIONS AND CORRECTIONS DEC. 11,1992 - THIS STANDARD SUPERCEDES B-71(7/23/80R), B-71A (3/12/90), AND B-13 (12/14/71). JUNE 1,1994 - REISSUED, WITHOUT CHANGE, UNDER NEW SIGNATURES. MAR. 10,1995 - REISSUED, WITHOUT CHANGE, UNDER NEW SIGNATURES. NOV. 16, 2000 - CHANGES MADE TO CONFORM WITH LANGUAGE AND DIMENSIONS IN ACCESS MANAGEMENT PROGRAM GUIDELINES. FEB I, 2004 - CHANGES MADE TO SIGHT DISTANCE CHART TO CONFORM WITH NEWEST AASHTO CRITERIA. JUL•Y 8, 2005 - CHANGE MADE TO -OBJECT HEIGHT TO EDGE OF TRAVELED WAYS A = 60° MINIMUM 90° DESIRABLE HIGHWAY • STORAGE LENGTH IS VARIABLE DEPENDING ON SPEED (MPH) v 30 35 40 50 TRAFFIC VOLUME AND MUST BE ADJUSTED TO PROVIDE PROPER DECELERATION LENGTH. --LENGTH (MIN)(FT)(T) 100 120 140 180 REFER TO VAOT STANDARD 119 RATE 8:1 10:1 12:1 15:1 DETAIL H PROFILE OF DRIVE INTERSECTION SHOWING 5" DEPRESSION ( CUT SECTION ) 12'-0" rt 51, MIN. SHOULDER TRAVELED WAY. DEPRESSION 10 MIN 20' GROUND ROUN G I I LEVEL DRIVE GRADE _ I J ` I (15 % MAX. FOR AT LEAST A -JJ 12 FEET FROM POINT CULVERT IF NEEDED TO BE SIZE OF VERTICAL INTERSECTION) SHOWN ON PLANS BUT NO LESS THAN 15 "INSIDE DIAMETER . (SEE NOTE 7 ) CROWN 2% 12" 18" END SECTION 24" MINIMUM (OPTIONAL) SUBGRADE LINE REFER TO AASHTO "ROADSIDE DESIGN GUIDE" FOR TREATMENT AT CULVERT ENDS LOCAL GRADING AS NEEDED APPROVED RECTOR OF RO/ CHIEFF OF TIG/RAM. DEVELOPMENT l 'UTI5LITIE ES AND PERMITS FEDERAL HIGHWAY ADMINISTRATION SECTION A -A UE I AIL C I WO -WAY UNDIVIDED a MERCIAL DRIVE FOR SINGLE STORES, BUSINESSES, SMALL HOUSING DEVELOPMENTS MIN. RADIUS = THEORETICAL 7 lic, RADIUS MINUS SHOULDER WIDTH z LIMIT OF PARKING AREA 24'MINIMUM -I ( SEE NOTE 40' MAXIMUM Id 10' THEORETICAL / — I R.O.W. LINE RADIUS(URBAN) 30' MIN. RADIUS 30' THEORETICAL RADIUS(RURAL) i \ (RURAL) i CURB (IF PRESENTY-, ` - - - - - - - - - - SEE DETAIL SHOULDER EDGE SHOU DER '-E �\�� EDGE' OF TRAVELED WAY ) ) A = 60° MINIMUM MIN. PAVEMENT HIGHWAY �� 90° DESIRABLE THIS DETAIL WILL ALSO APPLY TO COMMERCIAL SERVICE DRIVES,WHEN AUTHORIZED,HAVING A MAXIMUM WIDTH OF 20'. THE SERVICE DRIVE WILL HAVE A "SERVICE VEHICLES ONLY" SIGN PLACED AT THE HIGHWAY ROW LINE.SIGN SHALL BE 18"X 24" AS PRESCRIBED IN THE "STANDARD HIGHWAY SIGNS BOOK", A SUPPLEMENTAL PUBLICATION TO-MUTCD. DETAIL F. MINIMUM HORIZONTAL SEPARATION BETWEEN DRIVEWAYS AND INTERSECTING SIDEROADS a ¢ 13i3 wuj 3 a1z ¢ 0 W w =o w C3 w 2 J+ -1 = aI 2:w>�>w ZE o I o F?F I VARIABLE I VARIABLE BASED ON POSTED SPEE-) D I BASED ON (100a 230') POSTED I SPEED I (125 =400') I SH UInrp _ TRAVELED WAY --HIGHWAY - - - - - - - - - ----------------- TRAVELED WAY SHOULDER + MINIMUM UNLESS NO OTHER REASONABLE ACCESS IS AVAILABLE AND PRIOR APPROVAL IS GRANTED BY THE VAOT ITEMS SUCH AS TRAFFIC SIGNALS, HIGH TRAFFIC VOLUMES, OR FUNCTIONAL CLASS OF HIGHWAY SHOULD BE CONSIDERED WHEN DETERMINING APPROPRIATE SEPARATION DISTANCE. WHEN CURRENT RECOMMENDED SEPARATION DISTANCE CANNOT BE OBTAINED RESTRICTION OF TURNING MOVEMENTS MAY BE REQUIRED. DETAIL I PROFILE OF DRIVE INTERSECTION ( FILL SECTION MIN 10' ROUNDING EDGE OF EDGE OF HICHWA LENGTH 20'-0" MIN. SHOULDER TRAVELED WAY ADDDAAru ADCA I I I 1 -37 MAX. GRADE ( -0.03 ) 1 MAX (-0.15) ----- -- - - - -------- _- - -GA-` LINE I IF PAVED DRIVE : SURFACE WITH 2" BITUMINOUS CONCRETE PAVEMENT. IF GRAVEL DRIVE : SURFACE WITH 3" AGGREGATE SURFACE COURSE. SEE DRIVE SIDE SLOPES TABLE STANDAIRDS I OR AND - PILCIJ -LINE_ _ DRIVF Sm SI CIPFS LOCATION OF SLOPE SLOPE RATE V > 40 MPH 1:6 OR FLATTER URBAN AREAS, OR V < 40 MPH - 1:4 DESIRABLE 1:2 ALLOWABLE OUTSIDE CLEAR ZONE 1:2 OR FLATTER RIESIDENT IAA I NOTES: I. THIS SHEET IS INTENDED FOR USE BY DESIGNERS ON HIGHWAY PROJECTS AND IN CONJUNCTION WITH A PERMIT FOR WORK WITHIN HIGHWAY RIGHTS OF WAY (FORM TA 2101. ALL CONSTRUCTION REQUIRED BY THE PERMIT AND INDICATED ON THIS SHEET SHALL BE THE RESPONSIBILITY OF THE APPLICANT AND IS SUBJECT TO THE APPROVAL OF THE VT. AGENCY OF TRANSPORTATION. WHEN USED WITH THE PLANS FOR A HIGHWAY CONSTRUCTION PROJECT. THIS SHEET IS INTENDED TO BE A GUIDE FOR THE DESIGNER -CONCERNING DRWE-WIDTHS, HORIZONTAL, -. VERTICAL AND GEOMETRIC CHARACTERISTICS. 2.ALL COMMERCIAL DRIVES SHALL BE PAVED FROM THE EDGE OF THE TRAVELED WAY TO THE HIGHWAY RIGHT-OF-WAY, TO THE FARTHEST POINT OF CURVATURE ON THE DRIVEWAY EDGE OR AS DIRECTED BY THE DISTRICT TRANSPORTATION ADMINISTRATOR.THIS PAVING IS INDICATED IN DETAILS (B THRU E) BY HATCHING. 3.DEPTH OF SUBBASE AND PAVEMENT TO BE THE SAME AS HIGHWAY OR AS SHOWN'IN'DETAIL J WITHIN 7HE'TIMITS UF'THE HIGHWAY RIGHT-OF-WAY. 4. VEHICULAR ACCESS FROM PARKING AREAS TO THE RIGHT-OF-WAY AT OTHER THAN APPROVED ACCESS POINTS WILL BE PREVENTED BY THE CONSTRUCTION OF CURBING OR OTHER SUITABLE PHYSICAL BARRIER. 5. IF CURB IS PRESENT, SEE APPROPRIATE CURB DETAIL STANDARD OR MATCH TOWN/CITY STANDARD CURB TREATMENT. 6.WHERE TRAFFIC VOLUME FOR A PROJECT IS SUBSTANTIAL THE AGENCY MAY REQUIRE SPECIAL LANES FOR TURNING, SIGNALS OR OTHER MODIFICATIONS. BASED ON TRAFFIC STUDIES THE AGENCY WILL DETERMINE SPECIFIC TREATMENT TO BE USED. ON DEVELOPER PROJECTS THE AGENCY WILL WORK WITH THE APPLICANT TO IMPLEMENT CHANGES TO THE STATE HIGHWAY. 7. CIRCULAR DRAINAGE CULVERTS UNDER DRIVES SHALL HAVE A MINIMUM INSIDE DIAMETER ( I.D. ) OF I5". PIPE ARCHES USED UNDER DRIVES SHALL HAVE A MINIMUM 'INSIDE CROSS -SECTIONAL AREA EQUIVALENT TO THAT PROVIDED BY A 15" CIRCULAR PIPE. 8. THE OFFSET BETWEEN THE PROPERTY LINE AND THE EDGE OF THE DRIVEWAY MAY BE GOVERNED BY LOCAL ZONING LAWS. DRIVEWAY WIDTH RESTRICTIONS SHOWN PERTAIN ONLY TO THE AREA WITHIN THE HIGHWAY R.O.W. OR THE END OF THE TURNING RADIUS WHICHEVER IS GREATEST. 9. DRIVEWAY GRADES STEEPER THAN THOSE SHOWN MAY BE ALLOWED AS LONG AS A 20' APPROACH AREA IS ACHIEVED FOR THE VEHICLE TO PAUSE BEFORE ENTERING THE HIGHWAY. (WHERE CURB & SIDEWALKS EXIST, SEE STANDARDS C-2A & C-2B) 10. INTERSECTION SIGHT DISTANCES, EQUAL TO OR GREATER THAN THOSE SHOWN BELOW, SHOULD BE PROVIDED IN BOTH DIRECTIONS FOR ALL DRIVES ENTERING ON PUBLIC HIGHWAYS, UNLESS OTHERWISE APPROVED BY THE AGENCY OF TRANSPORTATION. INTERSECTION SIGHT DISTANCE IS MEASURED FROM 'A POINT ON 'THE DRIVE AT LEAST 15 FEET FROM THE EDGE OF TRAVELED WAY OF THE ADJACENT ROADWAY AND MEASURED FROM A HEIGHT OF EYE OF 3.5 FEET ON THE DRIVE TO A HEIGHT OF 3.50 FEET ON THE ROADWAY. SIGHT DISTANCE CHART POSTED SPEED OR DESIGN SPEED (M.P.H.) MINIMUM STOPPING SIGHT DISTANCE (FT) MINIMUM INTERSECTION SIGHT DISTANCE (FT) 25 155 280 30 200 335 35 250 390 40 305 445 45 360 500 50 425 555 55 495 610 60 570 665 V645 T20 THE ABOVE VALUES ARE TAKEN FROM THE 2004 AASHTO "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS & STREETS." NOTE : ADVANCE WARNING .SIGNS WILL BE REQUIRED -.IF OBTAINABLE INTERSECTION SIGHT DISTANCES ARE BELOW MINIMUM STOPPING SIGHT DISTANCES. THE CHART IS ENTERED TO SELECT DESIGN VALUES BASED ON THE POSTED SPEED LIMIT IN MPH. VALUES FOR DESIGN ARE CALCULATED BASED ON THE DESIGN SPEED IN MPH. • ASSUMES A GAP OF 7.5 SECONDS IN THE TRAFFIC STREAM ON THE HIGHWAY MAINLINE BASED ON THE HIGHWAY DESIGN SPEED IN MPH. THIS ALLOWS A STOPPED PASSENGER VEHICLE TO ENTER THE MAINLINE FROM THE DRIVE WITHOUT UNDULY INTERFERING WITH THE HIGHWAY OPERATIONS. STANDARt� JDLamoureux &t DiCKinson Engineers Surveyors Planners Wetland & Soil Scientists November 18, 2015 Justin Rabidoux City of South Burlington 575 Dorset Street South Burlington, VT 05403 Subject: 57 Hinesburg Road Preliminary sewer and water allocation request Dear Justin: As we discussed, we are writing on behalf of our client Brown Estates, LLC (Leon Brown) to request Preliminary water and sewer allocation for the four unit residential building proposed at 57 Hinesburg Road. For the wastewater application, we are requesting credit for the existing dwelling and allocation for three new three -bedroom units for a total new allocation of 630 Gallons Per Day. For the water application, again we are requesting credit for the existing dwelling and allocation for three new three -bedroom units for a total new allocation of 1,350 Gallons Per Day. Sin rely, oug In S., .I. c: Leon Brown Ray Belair P:\2014U40ISPRELIMINARY SEWER - WATER ALLOCATION REQUEST.DOC 14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service FOR INTERNAL USE ONLY WWA Permit # - CITY OF SOUTH BURLINGTON APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *APPLICANT INFORMATION Applicant: Brown Estates, LLC c/o Leon Brown Contact Person: Doug Henson, Lamoureux & Dickinson Mailing Address: 14 Morse Drive, Essex Junction,VT 05452 Telephone & Fax for Contact Person: Property Owner Name (if not applicant): Property Owner Mailing Address: ph. 878-4450 fax 878-3135 *Physical Location of Project: 57 Hinesburg Road ign re of Applicant Si at of Property Owner (Bo applicant and property owner UST Sig the application!) *Project Information If the project is a single-family home, please check one: =New =Existing If not a single-family home, project name: Brown Estates four-plex *Application or Permit Numbers: (from Planning & Zoning office) # SD - 15 - 30 Engineer's Information for flows over i,000 gpd Name of Engineer: Doug Goulette Firm: Lamoureux & Dickinson Mailing Address: 14 Morse Drive Essex, VT, 05452 Phone & Fax: ph. 878-4450 fax 878-3135 PE License #: 5611 *Flow Calculations (You may substitute an engineer's calculation or letter for the information requested below) For residential projects, list number of bedrooms and units requested: Number of Bedrooms Number of Units X Gallons per day per unit = Total Flows 1 140 2 or more 3 additional units 210 630 GPD TOTAL 3 additional units 630 GPD Notes: 3 additional units are proposed, in addition to the existing dwelling on the lot For commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant/ Type of use Number of Flows per Other Total Business seats, SF, etc X unit Adiustments Flow TOTAL *Total development wastewater flow requested: 630 gallons per day Flow characteristics (for commercial and industrial projects) Volume: Flow rate: Strength: Please do not write below this line Application & Recording Fee received: Name Receiving Plant: rport Pkwy Bartlett Bay City Center District: Yes �No Date Approved by Water Pollution Control Department (Commercial and Industrial Projects) Director of Water Pollution Control Date Preliminary allocation issued: (payment of fee is not required) Director of Planning and Zoning Date Final allocation issued: (payment of fee is required, either in full or pro -rated for projects with multiple zoning permits involved) Director of Planning and Zoning Final allocation expires (Date) Date with permit # Zoning permit issued with permit# (Date) Associated WW connection permit (if applicable) # For extensions of Final Allocation Only EXTENSION GRANTED to (Date) (Date of Expiration) 50% EXTENSION FEE PAID $ (Date) (Amount) APPLICATION FOR WATER ALLOCATION * Items marked with an asterisk must be filled in by ALL applicants * Applicant Information Applicant: Brown Estates LLC Contact Person: Leon Brown Mailing Address: 15 Ruth Street, South Telephone & Fax for Contact: Property Owner Name (if not applicant): Property Owner Mailing Address: 598-8844 * Phy oWcation of project: 57 Hinesburg Road 'I'SignatGrdof Applicant * Project Information If the project is a single-family home, please check one: New Existing (For existing homes, no Application is required if revised demand is less than 1,000 gpd.) If not single-family home, project name: Brown Estates * Application or Permit Numbers: (from Department of Planning & Zoning) # SD-15-30 Engineer's Information for flows over 1,000 gpd Name of Engineer: Doug Goulette Firm: Lamoureux & Dickinson Mailing Address: 14 Morse Drive, Essex Junction, VT 05452 Phone & Fax: 802-878-4450 PE License #: 5611 * Flow Calculations (You may substitute an engineer's calculation or letter containing the information requested below) For additional bedrooms in single-family homes: Number of existing bedrooms: Number of additional bedrooms requested: Page I I APPLICATION FOR WATER ALLOCATION For other residential nroiects_ list number of bedrooms and units requested: Number of bedrooms x Number of units x Gallons per day per unit = Total flows 1 150 2 300 3 x 3 450 1,350 4 600 5 750 6+ (specify) TOTAL 1,350 [-or commercial and industrial projects, list existing and proposeci tenants, uses ana tlows: Tenant / Number of Other Business TVDe of use seats. SF, etc. x Flow Der unit Adiustments Total flow TOTAL * Total development water flow requested: 1,350 gallons per day Please do not write below this line Approved by Water Department Superintendent of Water Preliminary Allocation approved: Final Allocation approved: Final Allocation Expires: (Date) For Extensions of Final Allocation Only EXTENSION GRANTED (Date) G:Word:SBForms:WaterallocationForm Date Date Date with permit # - - to (Date of Expiration) Page 2 LDLamoureux &t Dickinson Engineers Surveyors - Planners Wetland & Soil Scientists November 18, 2015 Mr. Jim Clancy VTrans Utilities and Permits Unit 1 National Life Drive Montpelier, VT 05633-5001 Re: Brown Estates, LLC, 57 Hinesburg Road, South Burlington Driveway/Utility Permits Dear Jim: Attached please find a completed State Highway Access and Work Permit Application, one full size and one half size copy of the project plans for the above referenced project. This application involves replacing the existing paved drive serving the single family dwelling with a new 20' wide paved drive to serve a proposed new four unit residential building. In addition, the proposed connection to the municipal water system is within the Route 116 right-of-way on the westerly side of the road, and the proposed connection to the municipal sanitary sewer system will be east of the centerline of the Route 116 pavement. This project received its Preliminary Plan approval from the City Development Review Board on November 5, 2015 under application SD-15-30. In that decision, the DRB required that the project obtain a Letter of Intent from your office prior to submitting an application to them for Final Approval. The project does not require an Act 250 permit, nor does it require a permit under 30 VSA 248. We understand that the Final Permit will not be issued until all other State and Local permits have been issued. Based on the ITE Trip Generation Manual, 9th Edition, the project is anticipated to generate 3 exit trips and 1 entering trip during the a.m. peak hour and 3 entering trips and 1 exiting trip during the p.m. peak hour If you have any questions or need additional information, please don't hesitate to call. Sincerely, 17 �i 146111- Dol Henson, L.S. Enclosures c: Leon Brown, Brown Estates, LLC. Ray Belair, Administrative Officer, City of South Burlington P:\2014\14015\VTRANS COVER.DOCX 14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service PERMIT ID# FOR AGENCY USE ONLY Town: Route: Mile Marker: Log Station: VERMONT AGENCY OF TRANSPORTATION State Highway Access and Work Permit Owner's/Applicant's Name, Address & Phone No. 3RL)W,Q — /S" Ruz-1-1 ST . Sc96J/ /-/ 091-IA-f6-7-W1 L/ 67s5/03 65 ` --:99 411 Co -Applicant's Name, Address & Phone No. (if different from above) The location of work (town, highway route, distance to nearest mile marker or intersection & which sid 577 Description of work to be performed in the highway right-of-way (attach plan) ✓ij ( vN::�i?Jr_f Nam✓ PR t ✓� C'onlN��cTin ti/��� &5Xi-srtnlG 5/0,51, -}LI.L Atr0 fL/PAI et,jA7_-x:-,_ AA10 515W-tE2 Property Deed Reference Book: /2,92 Page: 3// (only required for Permit Application for access) Is a Zoning Permit required? Yes ®No ❑ - If Yes, # S[� l 5-30 Is a 30 VSA § 248 permit required? Yes ❑ No If Yes, # Is an Act 250 permit required? Yes ❑ No X - If Yes, # Other permit(s) required? Yes No ❑ - If Yes, name and # of each pt'..'Is Date applicant expects work to begin f�& a -i A R y 1 20 Zilp Owner/Applicant: ZcoAJ :73 Rg, Position Title: n WAJ64P_ rir}_name above) Sign in Shaded area: Date: Co -Applicant: Position Title: (Print name above) Sign in Shaded area: Date: INSTRUCTIONS: -Contact the Agency of Transportation, Development Review and Permitting Services Section (802.828.2653), One National Life Drive, Montpelier, VT 05633, or your local area Agency Transportation Maintenance District to determine your issuing authority. The issuing authority will determine what plans and other documents are required to be submitted with your Vermont Statutes Annotated, Title 19, Section 1111, permit application request. -Read both sides of this Application Form then complete (some information may not apply to you) and attach all necessary documents and submit it to the issuing authority. We require this application to be signed by the property owner or their legally authorized representative. Original signatures are required on an original Form. -The Owner/Applicant and Co -Applicant (if applicable) declares under the pains and penalty of perjury that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. PERMIT APPROVAL The work is subject to the restrictions and conditions on the reverse page, plus the Special Conditions stated on the attached page(s). Date work is to be completed M Authorized Representative for Secretary of Transportation Issued Date Date work accepted: 0 DTA or Designee NOTICE: This permit covers only the Vermont Agency of Transportation's jurisdiction over this highway under Vermont Statutes Annotated, Title 19, Section 1111. It does not release the petitioner from the requirements of any other statutes, ordinances, rules or regulations. This permit addresses only access to, work within, and drainage affecting the state highway. It does not address other possible transportation issues, such as access to town highways, use of private roads, and use of railroad -_crossings, if -relevant to the proposed development, such issues must be addressed separately. No work shall be done under this permit until the owner/applicant has contacted the District Transportation Office at: May 1, 2015 (All previously dated editions are not valid) RESTRICTIONS AND CONDITIONS DEFINITIONS: "Agency" means the Vermont Agency of Transportation (a/k/a VTrans). "Engineer" means the authorized agent of the Secretary of Transportation. "Owner/Applicant" means the party(s) to whom the permit is to be issued. "Co -Applicant" means the party who performs the work, if other than Owner/Applicant or a secondary Owner/Applicant under a joint permit application. "Permit Holder" means the party who currently owns the lands abutting the highway that are the subject of the permit. GENERAL: By accepting this permit, or doing any work hereunder, the Owner/Applicant agrees to comply with all of the restrictions and conditions and any imposed special conditions. If the Owner/Applicant is aggrieved by the restrictions and conditions or special conditions of the permit, they shall submit a written request for consideration to the Engineer within 30- days of permit issuance and prior to starting any work. No work will be authorized by the Agency, or performed under the permit, until the dispute is fully resolved. Vermont Statutes Annotated, Title 30, Chapter 86 ("Dig Safe") requires notice to Dig Safe before starting excavation activities. The Permit Holder or his/her contractor must telephone Dig Safe at 811 at least 48 hours (excluding Saturdays, Sundays and legal holidays) before, but not more than 30 days before, starting excavation activities at any location. In addition, please note that the Agency and many municipalities are not members of Dig Safe and will need to have their utility facilities investigated with due diligence prior to starting excavation activities in or on the State Highway right-of-way. The Permit Holder is to have a supervisory representative present any time work is being done in or on the State Highway right-of-way. A copy of this permit and Special Conditions must be in the possession of the individual performing this work for the Permit Holder. Except with the specific, written permission of the District Transportation Administrator, all work in the State Highway right-of- way shall be performed during normal daylight hours and shall cease on Sunday, on all holidays (which shall include the day before and the day following), during or after severe storms, and between December 1 and April 15. These limitations will not apply for the purposes of maintenance, emergency repairs, or proper protections of the work which includes, but not limited to, the curing of concrete and the repairing and servicing of equipment. The Owner/Applicant shall be responsible for all damages to persons or property resulting from any work done under this permit, even if the Applicant's Contractor performs the work. All references to the Owner/Applicant also pertain to the Cc -Applicant. The Owner/Applicant must comply with all federal and state statutes or regulations and all local ordinances controlling occupancy of public highways. In the event of a conflict, the more restrictive provision shall apply. The Owner/Applicant must, in every case where there is a possibility of injury to persons or property from blasting, use a pre - approved Blasting Plan. All existing utility facilities shall be protected from damage or injury. The Owner/Applicant shall erect and maintain barriers needed to protect the traveling public. The barriers shall be properly lighted at night and must be MUTCD (Manual on Uniform Traffic Control Devices) compliant. All temporary and permanent traffic control measures and devices shall be MUTCD compliant. The Owner/Applicant shall not do any work or place any structures or obstacles within the State Highway right-of-way, except as authorized by this permit. The Owner/Applicant may pay the entire cost of the salary, subsistence and traveling expenses of any inspector appointed by the Engineer to supervise such work. The Engineer may modify or revoke the permit at any time for safety -related reasons, without rendering the Agency or the State of Vermont liable in any way. In addition to any other enforcement powers that may be provided for by the law, the Engineer may suspend this permit until compliance is obtained. If there is continued use or activity after suspension, the Engineer may physically close the work area and take corrective action to protect the safety of the highway users. The Permit Holder shall be responsible to rebuild, repair, restore and make good all injuries or damage to any portion of the highway right-of-way that has been brought about by the execution of the permitted work, for a minimum period of eighteen (18) months after final inspection by the District. Any approved variance from the permitted plans is to be recorded on "as-builts" with copies provided to both the Chief of Permitting Services and the District Transportation Administrator. ACCESS: This permit (if for access) does not become effective until the owner/applicant records in the office of the appropriate municipal clerk, the attached "Notice of Permit Action" As development occurs on land abutting the highways, the Agency may revoke a permit for access and require the construction of other access improvements such as the combination of access points by adjoining owners. Under Vermont Statutes Annotated, Title 19, Section 1111, no deed purporting to subdivide land abutting a state highway can be recorded unless all the abutting lots so created are in accordance with the standards of Section 1111. The Permit Holder acknowledges and agrees that neither this permit nor any prior pattern of use creates an ownership interest or other form of right in a particular configuration or number of accesses to or through the highway right-of-way, and that the right of access consists merely of a right to reasonable access the general system of streets, and is not a right to the most convenient access or any specific configuration of access. DRAINAGE: The Owner/Applicant shall install catch basins and outlets as may be necessary, in the opinion of the Engineer, to preclude interference with the drainage of the state highway. Direct connections shall not be allowed without written approval. UTILITY WORK; CUTTING AND TRIMMING TREES: The Owner/Applicant shall obtain the written consent of the adjoining owners or occupants or, in the alternative, an order from the State Transportation Board in accordance with, Vermont Statutes Annotated, Title 30, Section 2506, regarding cutting of or injury to trees. In general, all utilities shall be located adjacent to the State Highway right-of-way boundary line and shall be installed without damaging the highway or the highway right-of-way. No pole, push -brace, guy wire or other aboveground facilities shall be placed closer than 10 feet to the edge of traveled -way. If the proposed utility facilities are in conflict with the above, each location is subject to the approval of the Engineer. Poles and appurtenances shall be located out of conflict with intersection sight distance, guardrail, ditches, signs, culverts, etc. Where the cutting or trimming of trees is authorized by permit, all debris resulting from such cutting and trimming shall be removed from the State Highway right-of-way. Open cut excavation for highway crossings is NOT the option of the Applicant, and may be utilized only where attempted jacking, drilling, or tunneling methods fail or are impractical. The Owner/Applicant shall obtain an appropriate modification of the highway permit from the Engineer before making an open cut. JOINT PERMITS: A joint permit application is required when more than one party will be involved with the construction, maintenance, and/or operation of the facility being constructed under this permit. Examples include, but are not limited to, joint ownership or occupancy of a utility pole line and construction of a municipal utility line by a contractor. Both utility companies, and in the second case, the municipality and the contractor, must be joint applicants. southburlhn o t nna PLANNING & ZONING November 5, 2015 Doug Henson — Lamoureux & Dickinson 14 Morse Drive Essex Jct., VT 05452 Re: Preliminary Plat Approval #SD-15-30, 57 Hinesburg Road Dear Mr. Henson: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on November 5, 2015. Please note the conditions of approval, including that the final plat review application must be submitted within 12 months of this approval. If you have any questions, please contact me. Sincerely, "J.Be Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 3310 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com APPLICATION FOR SUBDIVISION PLAT REVIEW ✓❑Preliminary ❑Final PUD Being Requested? OYes ❑No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Brown Estates, LLC _ 15 Ruth Street, South Burlington, 05403, 598-8844 2. LOCATION OF LAST RECORDED DEED (Book and page #) Bk 1202, page 311 3. APPLICANT (Name, mailing address, phone and fax#) South Burlington, VT 05403, 598-8844 4076 Shelburne Road, Suite 6 Shelburne, VT 05482 Leon Brown, 15 Ruth Street 4. CONTACT PERSON (Name, mailing address, phone and fax #) Doua Henson - Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 878-4450 phone 878-3135 fax a. Contact email address: dough@LDengineering.com 5. PROJECT STREET ADDRESS: 57 Hinesburg Road 6. TAX PARCEL ID # (can be obtained at Assessor s Office) 0860-00057 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): The existing dwelling, garage and drive will be removed, and a new 4-unit residential building is proposed, as well as associated site and utility_ iimprovements. b. Existing Uses on Property (including description and size of each separate use): An existing single family dwelling is approximately 775 sf. The existing garage is approximately 490 s.f. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed new 4-unit residential building will be approximately _ 5,570 s.f. The proposed new driveway will be approximately 5,000 s.f. d. Total building square footage on property (proposed buildings and existing buildings to remain): The proposed new 4-unit residential building will be approximately 5,570 s.f. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The proposed new 4-unit residential building is 2 stories. the new building will be 38 feet tall. f. Number of residential units (if applicable, new units and existing units to remain): 4 residential units are proposed. g. Number of employees (existing and proposed, note office versus non -office employees): As a residential project, there will be no employees. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The project is located in the Traffic Overlay District. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. There are no changes to any property lines proposed. The number of residential units will increase from one to four. 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: 16,025 b. Building Coverage: Existing 1,265 Proposed _ 5,570 (acres /sq. ft.) square feet 8 % square feet 35 % c. Overall Coverage (building, parking, outside storage, etc): Existing 3,680 square feet 22 % Proposed M57O square feet 67 d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet _ % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, 11, or III) on the subject property? ❑ Yes [D No b. If yes, is the proposed development encroaching into any of these wetlands associated 50 buffers (describe) The project boundary is greater than one hundred feet (100') from the edge of the "advisory wetland" shown on the ANR website. 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: 16,025 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): $ 500,760 b. Landscaping: $12,790 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) parking/utilities = $ 100,000 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 2 peak hour trips (residential) 13. PEAK HOURS OF OPERATION: 7:30 - 8:30 AM & 4:30 - 5:30 PM 14. PEAK DAYS OF OPERATION: Monday - Frida 15. ESTIMATED PROJECT COMPLETION DATE: Spring 2017 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City s Land Development Regulations. Five (5) regular size copies, one reduced copy (I 1" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application, ee 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. AM e4 cD �'-, 9ais Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. ,/) Do not write below this line DATE OF SUBMISSION: v e� I have reviewed this preliminary plat application and find it to be: 12/complete Incomplete 1 inistrative fficer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 5 Subdivision Application Form. Rev. 12-2011 { South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 September 30, 2015 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Brown Estates, Hinesburg Road Dear Ray: We have reviewed the plans for the proposed construction of a 4 unit multi -family dwelling at 57 Hinesburg Road. We have the following recommendations: Compliance with all requirements of the Vermont Fire Building and Safety Code for any applicable structures. 2. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 3. The dead-end driveway is an issue for us, but in addressing this the builders representative at the staff review meeting indicated that the units would have residential sprinklers installed. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and the South Burlington Fire Marshal. Should you need any further assistance on this project please feel free to contact me. Sincerely, (7aagl�S. Bi-evLt Douglas S. Brent Fire Chief map scut _',­ ing-ion Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 09/15/15 Comments Due: September 28, 2015 Project Description/Meeting Date: Preliminary plat application #SD-15-30 of Leon Brown for a planned unit development on a 0.37 acre lot developed with a single family dwelling. The project consists of: 1) razing the existing single family dwelling, and 2) constructing a four (4) unit multi -family dwelling, 57 Hinesburg Road. Other Notes: Meeting date is 10/06/15 To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 09/15/15 Comments Due: September 28, 2015 Project Description/Meeting Date: Preliminary plat application #SD-15-30 of Leon Brown for a planned unit development on a 0.37 acre lot developed with a single family dwelling. The project consists of: 1) razing the existing single family dwelling, and 2) constructing a four (4) unit multi -family dwelling, 57 Hinesburg Road. Other Notes: Meeting date is 10/06/15 ray From: Dave Wheeler Sent: Friday, September 18, 2015 8:45 AM To: ray; Dan Albrecht Cc: Tom Dipietro Subject: Planned 4-Unit Development Site & Utilities Plan Ray & Dan, The Stormwater Section has reviewed the "Planned 4-Unit Development Site & Utilities Plan" site plan prepared by Lamoureux & Dickinson Consulting Engineer, Inc., dated 6/23/15. We would like to offer the following comments: 1. The proposed project is located in the Potash Brook watershed. 2. The plans should indicate the total proposed impervious surface. 3. Provide a map showing the drainage area flowing to the proposed infiltration area. 4. If any hydraulic modeling has been developed for the infiltration practice, please provide it for record. 5. Work in the City Right Of Way (ROW) requires a permit before construction can begin. A "Permit to Open Streets or Right -Of -Way" can be obtained from the South Burlington Department of Public Works on their web site, or by stopping by their office located at 104 Landfill Road. 6. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment practice. Thank you for the opportunity to comment. Dave David P. Wheeler Assistant Stormwater Superintendent Department of Public Works City of South Burlington 104 Landfill Road South Burlington, VT 05403 (802) 658-7961 Ext. 113 www.sbLirl.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 Citv business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. ray From: Craig Lambert Sent: Monday, September 21, 2015 11:19 AM To: ray Subject: brown Estates Ray, the landscape plan for Brown Estate, 57 Hinesburgh Rd look good. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(d,)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. � 9�creati*on P. Cites triltts :. - Pscltirilla..,. Farii' ,.Prci aimsNotic, ie In Movie e Change Due to SBHS Home - ring! !ay September 25, 6-8 p.m. lerick H. Tuttle Middle School -t your engine! d your own cardboard car at ze and bring it to sit in and ch our special themed "Drive 3t FHTMS while we watch the v-ie Cars. We will be sure to e plenty of fun Cars themed vities, popcorn and lemonade. re will also be photo oppor- [ties with a real life "race car." registration required. $1 per icipant at the door. All youth ;t be accompanied by anadult. ES TODAY or Youth and Adults! ientary exam. t te5 in oil ('SIC S & Lr: n=i 1 Kennedy Drive So. Burlington, VT 862-7569 We have several Preschool pro- grams starting in September. These programs are a great way of getting your little one involved in meeting new friends, learning a new skill, and having fun while exploring the world of recreation and parks. Take a look at these programs beginning soon. Don't miss the fun - register today! Bitty Baling Class Our first.Bitty Baking class of the season is scheduled to start on September 25 as we make mini apple pies. Your little one will love mixing and measuring as we learn some basic cooking skills and bak- ing magic. A theme related story and activity will take place while the pies are baking. Sure to be a success - without the mess! S. B. Family Center Playgroups in Full Swing! These free playgroups operate Monday -Thursday from 9:30 to 11:30 a.m. at the O'Brien Center on Patchen Road. If you are look- ing for more information, please contact Colleen at 489-0410. Kayak Clinic is designed to intro- duce your family to on the water fun. We base the program out of Red Rocks Park and provide ev- erything needed from Paddle to PFD. Join our experienced staff on this group led adventure in either single or tandem kayaks. Even the experienced paddler will enjoy the tour of the bay and beyond. Two sessions are available for your convenience; check out our website for more details. Champlain Islands Tour September 22 10 a.m.-2 p.m. at City Hall $30 Resident/$36 Non -Resident Hop onboard our new Recreation and Parks bus and ride to the Lake Champlain Islands. Gor- geous views and plenty of photo opportunities will be available as we stop at an apple orchard and antique shops and grab lunch along the way. Young at Heart Happenings September 23 Music by Margie Bekoff and Jim Morse CVAA Meal: Chicken Cordon bleu, scalloped potatoes, zucchini, baguette and rice pudding Program: Enjoy listening to this wife and husband duet, playing the harp and trumpet. They will playfamiliar songs and we can all sing along. Fun and lively event for all to enjoy! September 30 Hot Cinnamon Apple Smoothies CVAA Meal: Spaghetti and meatballs, salad, garlic bread, Jell-O salad Program :We'll make these healthy, delicious smoothies to enjoy while playing cards and games. A taste of Vermont! FREE MASSAGE WITH THE PURCHASE OF ANY PERSONAL TRAINING PACKAGE, RECEIVE A FREE 60-MINUTE MASSAGE WITH CERTIFIED MASSAGE THERAPIST JENNIFER KIEL* Burlington City Hall Confer- ence Room, 575 Dorset Street, South Burlington, Vermont on Tuesday October 6, 2015 at 7:00 P.M. to consider the following: #5ll-15-JU of Leon Brown for a - planned unit development on a 0.37 acre lot developed with a single family dwelling. The project consists of.1) razing the existing single family dwelling, and 2) constructing a four (4) ' unit multi -family dwelling, 57' Hinesburg Road. Conditional use application #CU-15-08 of Lee Wrialev to Final plat application #SD-15 31 of The Snyder South Pointe Limited Partnership to amend` a previously approved planned;' unit development consisting of removing one (1) single; family: !, four (4) single family dwellings. The amendmentconsists of increasing the depth of the four (4) footprint lots from 70 ft. to 80 fti, 111 Upswept Lane. Tim Barritt, Chair South Burlington Development` Review Board Copies of the applications are available for public inspection, proceeding is a prerequisite to the right to take anysubsequent appeal. ' September 17, 2015 CROSSWORD SOLUTION CITY OF SOUTH BURLLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 15th day of September, 2015, a copy of the foregoing public notice for Preliminary Plan #SD-15-26, 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) Sonrise Partnership c/o Unsworth Property Management, LLC 26 Railroad Ave. Essex Junction, VT 05452 Chang Ming Jiang & Xiang Yong Jiang 55 Hinesburg Rd. South Burlington, VT 05403 Huen Yun Poon 60 Hinesburg Rd. South Burlington, Antonia B Pomerleau 69 College St. Burlington, VT 05401 John L. Wolff, III 121 Holmes Rd. South Burlington, VT 05403 James R. Fuller & Janelle Gilbert -Fuller 61 Hinesburg Rd. VT 05403 South Burlington, VT 05403 Dated at Essex, Vermont, this 15th day of September, 2pp015. Printed Name: Phone number and email:.�� Signature: �i1, ✓ . r` Date:-1� 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 P:\2014\14015\Preliminary Plan\cert of sery 9-15-15.rtf RICK MARCOTTE CENTRAL SCHOOL PROJECT SITE N Li WE S LOCATION PLAN NTS CHANG MING & MAN I YONG JIANG N/F VOL. 1005, PG 342 1.5"IPF O Is i O 1 1"IPF 0.VA L.'3 39.94 4°23'4" W p _S_ — II 11 IPF 0.4' BG 1 PROJECT BOUNDARY — ABUTTING PROPERTY LINE IPF q IRON PIPE FOUND PS IRON PIPE SET N/F NOW OR FORMERLY — A,E&T UNDERGROUND ELECTRIC, TELEPHONE AND CABLE SERVICE ------W----- WATER SERVICE S— — — — — SEWER SERVICE WOOD STOCKADE FENCE e e e 9 VINYL STOCKADE FENCE AG ABOVE GRADE BG BELOW GRADE JOHN L. WOLFF, III VOL. 804, PG. 733 NOTES: 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THE FOLLOWING PLATS: A "PLAT OF SURVEY OF LANDS OF POMERLEAU REAL ESTATE COMPANY. SOUTH BURLINGTON VERMONT," BY FITZPATRICK-LLEWELLYN INC., DATED JAN., 1987, AS RECORDED IN SLIDE 198 OF THE CITY OF SOUTH BURLINGTON LAND RECORCS. B. "PLAN OF PROPERTY OF ERNEST LEBLANC, HINESBURG ROAD, SOUTH BURLINGTON, VERMONT, BY ARTHUR W. HOAG, LAND SURVEYOR, BURLINGTON, VERMONT. DATED MAY 27 1947, AS RECORDED IN SLIDE 4 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C. "PLAN OF PROPERTY OF WM. & GRETA G. WARD. SO. BURLINGTON, VERMONT" BY ARTHUR W. HOAG & ASSOCIATES. DATED MAY, 1949, AS RECORDED IN SLIDE 73 OF THE CITY OF SOUTH BURLINGTON LAND ' RECORDS. D. "PLAN OF PROPERTY OF LAWRENCE G. & GERALDINE L. MENARD. HINESBURG ROAD, SOUTH BURLINGTON, VERMONT." BY HOAG, STONE & ASSOCIATES. DATED DECEMBER 1946, AS RECORDED IN SLIDE 3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. HUEN YUN POON E. "VTRANS PROJECT RS-140" DATED 1933 ON FILE AT THE DISTRICT 5 OFFICE N/F VOL, 783, PG. 140 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN FEBRUARY, 2014, 3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS -OF -WAY. 4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN FEBRUARY, 2014. 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. 6. THE RIGHT-OF-WAY WIDTH FOR HINESBURG ROAD OF 66' IS BASED ON THE ABOVE REFERENCED PLANS. JAMES R. FULLER v/1 -1A SONRISE AND JANELLE PARTNERSHIP, LLP GILBERT-FULLER N/F N/F CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2015 VOL. 767, PG. 327 I VOL. 391, PG. 125 RECEIVED FOR RECORD AT_ O'CLOCK _ M., AND RECORDED IN SLIDE# ATTEST: CITY CLERK 0RAPHId OdALD 20 0 10 90 40 9p ��FEEA) 1 faoh — 20 ft, 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 2015 LANDOWNER uHlt I REVISIONS BY BROWN ESTATES, LLC. 57 HINESBURG ROAD SOUTH BURLINGTON, VT 05403 THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE USED FOR THE PURPOSE SHOWN BELOW: # OF SHEETS. PRELIMINARY REVIEW 0 FINAL DEED REFERENCE: VOL. 1202, PAGE 311 LANDS OF PROJECT AREA: 0.37 ACRE BROWN S14015 URVEY ESTATES[ LLC. KMR DESIGN 57 HINESBURG ROAD, SOUTH BURLINGTON, VT -- DRAWN BOUNDARY DLH CHECKED SURVEY DATEDJG 9-8-15 LAMOUREUgi & D, ON tE Inc. Consulting Engincers, Inc14 Mo D.- E„80 -878-44 0 5452 "Cc1: 802-87R-4450 Preliminary Plan Application 57 Hinesburg Road Abutter List (7-23-15) Sonrise Partnership, LLP c/o Unsworth Property Management, LLC 26 Railroad Ave. Essex Junction, VT 05452 Antonio B Pomerleau, LLC 69 College St. Burlington, VT 05401 Chang Ming Jiang & Xiang Yong Jiang 55 Hinesburg Rd. South Burlington, VT 05403 John L. Wolff, III 121 Holmes Rd. South Burlington, VT 05403 Huen Yun Poon 60 Hinesburg Rd. South Burlington, VT 05403 James R. Fuller & Janelle Gilbert -Fuller 61 Hinesburg Rd. South Burlington, VT 05403 Brown Estates Landscape Estimate of Probable Cost July 2015 � Item Size nit r U Extended Quantity —Cost _Cost* Trees Acerx freemanii Autumn Fantasy' Freeman maple 2 1/2" Cal $600 1 $600 Acerrubrum Autumn Flame' Red maple 2 1/2" Cal $600 2 $1,200 Amelanchierlaevis "SnoWC/OUd"of "Majestic" Allegheny serviceberry 2 112" Cal $600 2 $1,200 Betula nigra 'Heritage' Heritage river birch 2 1/2" Cal $550 2 $1,100 Celtis occidentalis "Prairie Pride" Common Hackberry 2 1/2" Cal $600 2 $1,200 Corpus altemifolia Pagoda dogwood 2" Cal $375 2 $750 Hamamelis virginiana American witch -hazel 2" Cal $325 4 $1,300 Ostrya virginiana Eastern Hop -hornbeam 2 1/2" Cal $250 3 $750 CQuercus rubra Northern red oak 2 1/2" Cal 1 $700 1 2 $1,400 Deciduous shrub 18" - 24" $70 47 $3,290 C _ Subtotal $12,790 C �Vl Proposed construction costs Required Landscaping Value Proposed Landscaping Value Building construction $500,760 TOTAL $500,760 $ 250,000 @ 3% $7,500 $ 250,000 @ 2% $5,000 $760@1% 10 TOTAL $12,510 Trees & shrubs $12,790 Lamoureux Fx Dickinson Engineers Surveyors Planners Wetland & Soil Scientists July 23, 2015 Ray Belair Administrative Officer Planning & Zoning Office City of South Burlington 575 Dorset Street South Burlington, VT 054503 RE: 57 Hinesburg Road Preliminary Plan Application Dear Ray: We are writing on behalf of Brown Estates, LLC to request preliminary plan review for a proposed planned unit development at 57 Hinesburg Road. This application involves a total of 0.37 acres on the westerly side of Hinesburg Road. The property is currently developed with a two story single family dwelling with its associated two car garage and paved drive. The project is located in the Potash Brook watershed and the Traffic Overlay District. This application proposes the removal of the existing dwelling, garage, drive and walks and the construction of a 4 unit residential building. Each unit will have an attached single car garage, with room for an additional parking space in front of the garage. In addition, there is one guest parking space at the end of the common entrance drive. The proposed building and decks extend into the building setbacks under the current zoning ordinance, but as you and Paul Conner discussed with Leon, to further the goals of the proposed "Form Based Code" regulations that are in the review process, developers are being encourage to build to the proposed new requirements, which this proposal does. As shown on Sheet #1, the proposed multi -family building will be served by a new 2" diameter PE water line off of the existing 6" A.C. main along Hinesburg Road. There will be a 2" curb stop within the right-of-way of Hinesburg Road, as well as an individual curb stop off of the new PE line for each unit. Details for these connections are shown on Sheet #5. Also as shown on Sheet #1, a new 6" SDR PVC sewer service will be connected to the existing 15" main in Hinesburg Road in a new sanitary sewer manhole. There will be individual 4" PVC sewer services for each unit. Details for these connections are shown on Sheet #4. Stormwater will be managed onsite with a combination of a grass lined swale between the building and the southerly property linen, cast in place concrete curb along the north edge of the driveway and an infiltration area near the westerly property line. Stormwater details are shown on Sheet #5. 14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service According to Table 13-9 of the City of South Burlington Land Development Code, a project is required to install landscaping valued as follows; 3% of the building construction cost from $0 - $250,000, 2% of the building construction cost from $250,001 - $500,000 and 1 % of the building construction cost above $500,000. The estimated construction cost of the building is estimated to be $ 500,760, thereby requiring a minimum of $12,510 in landscaping to be installed. The planting schedule shown on Sheet #2, along with the attached estimate of landscaping costs show that this requirement has been met. The following are enclosed for your review: Application for Preliminary Plat Review Five (5) full size sets of plans One (1) 11" x 17" set of plans $713 application fee ($513 base fee + $50/unit) List of abutting landowners Estimate of Landscaping costs Please contact our office with any questions. yn,rely, Doug Henson, L.S. c: / Leon Brown �1 1:llCkln RICK MARCOTTE CENTRAL SCHOOL PROJECT LOCATION PLAN NTs e El � I t 1 I 1 1 1 I \ I1 l� 1 1 I SONRISE PARTNERSHIP, LLP N/F RESIDENTIAL PROJECT STATISTICS ZONING DISTRICT - COMMERCIAL 1 - RESIDENTIAL 12 DIMENSIONAL REQUIREMENTS'. REQUIRED PROVIDED MINIMUM LOT AREA 3.500 SF/ UNIT 16, 025 SF (0.37 ACRES) EXISTING MINIMUM FRONT SETBACK 6 20 FT 8 FT MINIMUM SIDE SETBACK 8 FT 8 FT MINIMUM REAR SETBACK 20 FT 23FT MAXIMUM COVERAGE BUILDINGS ONLY 40% 35% TOTAL 75% 67% MAXIMUM BUILDING HEIGHT 40 38 EXISTING USE -SINGLE FAMILY RESIDENTIAL PROPOSED USE - MULTI FAMILY RESIDENTIAL WATERIWASTEWATER: MUNICIPAL SERVICES. PARKING REQUIREMENTS MULTI FAMILY DWELLING - 2SPACES/DU =8 SPACES 1 SPACE / EVERY 4 UNITS =1 SPACE TOTAL SPACES REQUIRED =9 SPACES PARKING PROVIDED 9 SPACES (4 GARAGES PLUS ONE SPACE IN FRONT OF EACH GARAGE PLUS ONE SURFACE SPACE.) GRAPHIC SCALE ( IN FEET ) I Inch - to tL ERHEAD WIRE 2EE iRUB FF, III IAL J POON VTIAL 2015 City of So. Burlington Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept I] AM 250 Review (] Preliminary Q Construction (] Final Local Review (] Record Drawing LANDS OF BROWN ESTATES, LLC Project No. 4015 BROWN ESTATES KMRy 57 HINESBURG ROAD SOUTH BURLINGTON, VT 05403 Design PLANNED UNIT DEVELOPMENT SKETCH PLAN D Data 06-23-15 Lamoureux & Dickinson AS NOTED Consulting Engineers, Inc. heat "umbi 14 Morse lhive, 6sses, VT 65452 SK 1 802-878-4450 www.LDenginecnng.com CITY OF SOUTH BURI+INGTON CERTIFICATE OF SERVICE I hereby certify that on this- th day of December, 2014, a copy of the foregoing public notice for Sketch Plan # , 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) Sonrise Partnership c/o Unsworth Property Management, LLC 26 Railroad Ave. Essex Junction, VT 05452 Chang Ming Jiang & Xiang Yong Jiang 55 Hinesburg Rd. South Burlington, VT 05403 Huen Yun Poon 60 Hinesburg Rd. South Burlington, VT 05403 Dated at Essex, Vermont, this 18th day of December, 2014. Antonia B Pomerleau 69 College St. Burlington, VT 05401 John L. Wolff, III 121 Holmes Rd. South Burlington, VT 05403 James R. Fuller & Janelle Gilbert -Fuller 61 Hinesburg Rd. South Burlington, VT 05403 Printed Name: & X�' o,4 Phone number and email: i — /ti f &dOQrJee�`f`/�.Cl1� Signature: /' Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 P:\2014\14015\Preliminary Plan\cert of sery 8-26-15.docx Permit Number SD - - (office use on(y) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Brown Estates, LLC 15 Ruth Street, South Burlinqton, VT 05403 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Bk 1202, pages 311-312 3) APPLICANT (Name, mailing address, phone and fax #) Leon Brown, 15 Ruth Street, South Burlinqton, VT 05403, 598-8844 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee Simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) 878-4450 (P) 878-3135 (Fax Douq Henson -Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 5a) CONTACT EMAIL ADDRESS Dough@LDengineering.com 6) PROJECT STREET ADDRESS: 57 Hinesburg Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00057 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): This application requests approval to remove an existing single family dwelling and its associated garage and drive and construct a new 4 residential unit building with a new drive. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b) Existing Uses on Property (including description and size of each separate use) Existing 775 sf two story single family dwelling c) Proposed Uses on property (include description and size of each new use and existing uses to remain) Proposed 4 unit multi -family residential building having an approximate footprint of 5,570 sf d) Total building square footage on property (proposed buildings and existing buildings to remain) Total building footprint area of approximately 5,570 sf e) Proposed height of building (if applicable) Proposed building ht = 38 feet f) Number of residential units (if applicable, new units and existing units to remain) 4 residential units total proposed (one existing) g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Traffic Overlay District 9) LOT COVERAGE a) Building: Existing 8 % b) Overall (building, parking, outside storage, etc) Existing 22 % c) Front yard (along each street) Existing 2 % Proposed 35 % Proposed 67 % Lot 1 Proposed 5 % Lot 1 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) N/A 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Extensions of the municipal water and sanitary sewer systems are proposed. Sketch Plan Application Form. Rev. 12-2011 12) ESTIMATED PROJECT COMPLETION DATE Spring 2017 completion 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-fonnat) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the a pli ation. §ee the C;*V fee schedule for de NOTE: NOTIF ON of ADJOINING CATIROPERT NERS: 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. SIGNA3317 APPLICANT OPERTY OWNER Do not write below this line �j o� DATE OF SUBMISSION: 1 6 I have reviewed this sketch plan application and find it to be: Complete ,, ❑,Incomplete V)�� W- -1/� Administrative Officer I Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2011 Sketch Plan Application 57 Hinesburg Road Abutter List (7-20-15) Sonrise Partnership, LLP c/o Unsworth Property Management, LLC 26 Railroad Ave. Essex Junction, VT 05452 Antonio B Pomerleau, LLC 69 College St. Burlington, VT 05401 Chang Ming Jiang & Xiang Yong Jiang 55 Hinesburg Rd. South Burlington, VT 05403 John L. Wolff, III 121 Holmes Rd. South Burlington, VT 05403 Huen Yun Poon 60 Hinesburg Rd. South Burlington, VT 05403 James R. Fuller & Janelle Gilbert -Fuller 61 Hinesburg Rd. South Burlington, VT 05403 Lamoureux F1 Dickinson Engineers Surveyors Planners Wetland & Soil Scientists July 23, 2015 Ray Belair Administrative Officer Planning & Zoning Office City of South Burlington 575 Dorset Street South Burlington, VT 054503 RE: 57 Hinesburg Road Sketch Plan Application Dear Ray We are writing on behalf of Brown Estates, LLC to request a renewal of the sketch plan review for the above referenced project, a proposed planned unit development at 57 Hinesburg Road. As you know, this project was reviewed at the January 6, 2015 Development Review Board hearing. Since that hearing was more than six months ago, that review has expired. This application involves a total of 0.37 acres on the westerly side of Hinesburg Road. The property is currently developed with a two story single family dwelling with its associated two car garage and paved drive. This application proposes construction of a 4 unit multi -family residential building. Each unit will have an attached single car garage, with room for an additional parking space in front of the garage. In addition, there is one guest parking space at the end of the common entrance drive. The residents will store their trash inside their garages until collection day, so there is no dumpster enclosure proposed. The proposed building and decks extend into the building setbacks under the current zoning ordinance, but as you and Paul Conner discussed with Leon, to further the goals of the proposed "Form Based Code" regulations that are in the review process, developers are being encouraged to build to the proposed new requirements, which this proposal does. The proposed multi -family building will be served by municipal water and sewer service. It is anticipated that stormwater will be managed onsite with bioretention areas and infiltration basins. The project is located in the Potash Brook watershed and the Traffic Overlay District. The following are enclosed for your review: Application for Subdivision Sketch Plan Review $513 application fee ($363 base fee + $25/unit for units 1-2 +$50/unit for units 3-4) List of abutting landowners Please contact our office with any questions. Sincerely, Doug Henson, L.S. Cc: Leon Brown 14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service f Permit Number SD-Iq (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Leon Brown 15 Ruth Street, South Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Bk 1202, pages 311-312 3) APPLICANT (Name, mailing address, phone and fax #) Leon Brown, 15 Ruth Street, South Burlington, VT 05403, 598-8844 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee Simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) 878-4450 (P) 878-3135 (Fax Doug Henson -Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452 5a) CONTACT EMAIL ADDRESS Dough@LDengineering.com 6) PROJECT STREET ADDRESS: 57 Hinesburg Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00057 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): This application requests approval to remove an existing single family dwelling and its associated aaraae and drive and construct a new 4 residential unit buildina with a new drive. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b) Existing Uses on Property (including description and size of each separate use) Existing 775 sf two story single family dwelling c) Proposed Uses on property (include description and size of each new use and existing uses to •emain) Proposed 4 unit multi -family residential building having an approximate footprint of 5,570 sf d) Total building square footage on property (proposed buildings and existing buildings to remain) Total building footprint area of approximately 5,570 sf e) Proposed height of building (if applicable) Proposed building ht = 38 feet f) Number of residential units (if applicable, new units and existing units to remain) 4 residential units total proposed (one existing) g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Traffic Overlay District 9) LOT COVERAGE a) Building: Existing 8 % b) Overall (building, parking, outside storage, etc) Existing 22 % Proposed 35 ay,, Proposed 66 % Lot 1 c) Front yard (along each street) Existing 2 % Proposed 5 % Lot 1 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) N/A 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Extensions of the municipal water and sanitary sewer systems are proposed. Sketch Plan Application Form. Rev. 12-2011 C 12) ESTIMATED PROJECT COMPLETION DATE Spring 2017 completion 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 supmitting the pp cation. See th5,City fee schedule for det ils. NOTE: NOTIFICATION oTADJOINING 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. APPLICANT PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: 91 omplete I■I The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2011 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 18th day of December, 2014, a copy of the foregoing public notice for Sketch Plan #SD-14-35, 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) Sonrise Partnership c/o Unsworth Property Management, LLC 26 Railroad Ave. Essex Junction, VT 05452 Chang Ming Jiang & Xiang Yong Jiang 55 Hinesburg Rd. South Burlington, VT 05403 Huen Yun Poon 60 Hinesburg Rd. South Burlington, VT 05403 Antonia B Pomerleau 69 College St. Burlington, VT 05401 John L. Wolff, III 121 Holmes Rd. South Burlington, VT 05403 James R. Fuller & Janelle Gilbert -Fuller 61 Hinesburg Rd. South Burlington, VT 05403 Dated at Essex, Vermont, this 18th day of December, 2014. Printed Name: ; {L,., Phone number and email; Signature: ;//I,. Date: V 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 Lamoureux &t Dickinson Engineers Surveyors Planners Wetland & Soil Scientists November 21, 2014 Ray Belair Administrative Officer Planning & Zoning Office City of South Burlington 575 Dorset Street South Burlington, VT 054503 RE: 57 Hinesburg Road Sketch Plan Application Dear Ray: RECEIVED NOV 2 1 2014 City of So. Burlington We are writing on behalf of Brown Estates, LLC to request sketch plan review for a proposed planned unit development at 57 Hinesburg Road. This application involves a total of 0.37 acres on the westerly side of Hinesburg Road. The property is currently developed with a two story single family dwelling with its associated two car garage and paved drive. This application proposes construction of a 4 unit multi -family residential building. Each unit will have an attached single car garage, with room for an additional parking space in front of the garage. In addition, there is one guest parking space at the end of the common entrance drive. The proposed building and decks extend into the building setbacks under the current zoning ordinance, but as you and Paul Conner discussed with Leon, to further the goals of the proposed "Form Based Code" regulations that are in the review process, developers are being encourage to build to the proposed new requirements, which this proposal does. The proposed multi -family building will be served by municipal water and sewer service. It is anticipated that stormwater will be managed onsite with bioretention areas and infiltration basins. The project is located in the Potash Brook watershed and the Traffic Overlay District. The following are enclosed for your review: Application for Subdivision Sketch Plan Review $513 application fee ($363 base fee + $25/unit for units 1-2 +$50/unit for units 3-4) List of abutting landowners Please contact our office with any questions. Sincerely, Doug Henson, L.S. c:/ Leon Brown 14 Morse Drive, Essex, VT 05452 802,878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service Sketch Plan Application 57 Hinesburg Road Abutter List (11-21-14) Sonrise Partnership c/o Unsworth Property Management, LLC 26 Railroad Ave. Essex Junction, VT 05452 Antonia B Pomerleau 69 College St. Burlington, VT 05401 Chang Ming Jiang & Xiang Yong Jiang 55 Hinesburg Rd. South Burlington, VT 05403 John L. Wolff, III 121 Holmes Rd. South Burlington, VT 05403 Huen Yun Poon 60 Hinesburg Rd. South Burlington, VT 05403 James R. Fuller & Janelle Gilbert -Fuller 61 Hinesburg Rd. South Burlington, VT 05403 TE IL L THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' PRIOR TO ANY EXCAVATION EXISTING SHED PROJECT SITE 1 I 1 CHANG WN. B XIANG ION —MAN. i N/F I i RESIDENTIAL / \ EXISTING DWELLING I I I ANTONIO B. POMERLEAU, 1-1 C \ I II I 1 wF -I SHOPP ING CENTER LOCATION PLAN L /— NTS — EXISTINGSTOCKADEFENCE I / — _— - - 4 / DUMPSTER _ -- 1 ENCLOSURE >' SIDE YARD SETBACK UNDER CURRENT COMMERCIAL. 1 I RESIDENTIAL:12 DISTRICT GUEST I I CIA g Ia yIN PARKING 1 S o IT mlv I� 4 _ ox m I P,�y a ENTRR'YWAY 5 1 I O� yIp s4 IA z y OI I'i 18 % T lA I 6 I GARAGE o GARAGE SONRISE PARTNERSHIP, LLP m N/F I olcyi GTAGE (� RESIDENTIAL m c �-• A O T -� RM-BASED CODE T-3 DI57RIG F O 1 O y m DECK 1& SIDENTIA=12 DIS 1 1 R�— --- ICT SIDE YARD SE ACK UN D ER PROPOSE 314 MMERGIAL SETBACK UNDEL_CURRENT CO 16 I+ 23' SIDE YARD PROJECT STATISTICS ZONING DISTRICT - COMMERCIAL 1 - RESIDENTIAL 12 DIMENSIONAL REQUIREMENTSREQUIRED PROVIDED MINIMUM LOT AREA 3,500 SF/ UNIT 16.025 SF (0.37 ACRES) EXISTING MINIMUM FRONT SETBACK 6-20 FT 8 FT MINIMUM SIDE SETBACK 8 FT 8 FT MINIMUM REAR SETBACK 20 FT 23FT MAXIMUM COVERAGE BUILDINGS ONLY 40% 35% TOTAL 75% 66% MAXIMUM BUILDING HEIGHT 40 38 EXISTING USE - SINGLE FAMILY RESIDENTIAL PROPOSED USE - MULTI FAMILY RESIDENTIAL WATERAVASTEWATER. MUNICIPAL SERVICES. PARKING REQUIREMENTS MULTI FAMILY DWELLING - 28PACES/DU =8 SPACES 1 SPACE/EVERY 4 UNITS =1 SPACE TOTAL SPACES REQUIRED =9 SPACES PARKING PROVIDED 9 SPACES (4 GARAGES PLUS ONE SPACE IN FRONT OF EACH GARAGE PLUS ONE SURFACE SPACE.) _ EXISTING VINYL STOCKADE FENCE / EXISTING SHRUBS / (TO BE RETAINED) GRAPHIC SCALE ( IN FEET ) I Inch = 10 M / JAMES R. FULLER I AND JANELLE GILBERT-FULLER N/F IRESIDENTIAL 6 A Oil0O y p 34 m O OII t 1 IL_ I � 1 EXISTING DWELLING I I I EXISTING TWIN CEDAR LEA—) — EXISTING PROJECT BOUNDARY — — ABUTTING PROPERTY LINE — BUILDING SETBACK ----_.--316 EXISTING GROUND CONTOUR EXISTING TREE LINE -„3aV. - -'— ----- EXISTING UTILITY POLE AND OVERHEAD WIRE POSSIBLE LOCATION OF NEW TREE POSSIBLE LOCATION OF NEW SHRUB JOHN L. WOLFF, III I N RESIDENTIAL I HIFN YUN POON 1 N/F O <A O Z I RESIDENTIAL 0 o 1 I--OHW L � 1 I m= 9 Z FinI O 3 x z O O G) Z O mI r mD I m � 66' I O I m z z o I o ID m RE EIVED NOV 2 1 2014 City of So. Burlington