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Home My WebLink AboutSP-17-22 CU-17-05 - Supplemental - 0935 Shelburne RoadD Site Plans Local Site Plan Application April 14, 2017 May 08, 2017 Owner: Martins Foods of South Burlington, Inc. P.O. Box 1000 Portland, ME 04101 Applicant: Martins Foods of South Burlington, Inc. P.O. Box 1000 Portland, ME 04101 Parcel ID: 1540-935-7 A. (4 No. Drawing Title Latest Issue C-1.01 Legend and General Notes May 8, 2017 C-2.00 Overall Proposed Site Plan May 8, 2017 C-2.01 Layout and Materials Plan May 8, 2017 C-2.02 Layout and Materials Plan May 8, 2017 C-3.01 Grading and Drainage Plan May 8, 2017 C-3.02 Grading and Drainage Plan May 8, 2017 C-4.01 Utility Plan May 8, 2017 C-4.02 Utility Plan May 8, 2017 C-5.01 Erosion and Sediment Control Plan May 8, 2017 C-5.02 Erosion and Sediment Control Plan May 8, 2017 C-7.01 Site Details 1 May 8, 2017 C-7.02 Site Details 2 May 8, 2017 C 7.03 Site Details 3 May 8, 2017 C-7.04 Site Details 4 May 8, 2017 C-7.05 Site Details 5 May 8, 2017 L-1.01 Planting Plan May 8, 2017 L-1.02 Planting Plan May 8, 2017 L-2.01 Planting Details May 8, 2017 L-2.02 Planting Details May 8, 2017 L-3.01 Lighting Plan May 8, 2017 L-3.02 Lighting Plan May 8, 2017 L-3.03 Lighting Plan May 8, 2017 No. Drawing Title Latest Issue Sv-1 Existing Conditions Plan of Land May 8, 2017 E O u L ♦�0 0 h b 40 IDX Dr Building 100 Suite 200 South Burlington, Vr 05403 802,497.6100 RECEIVE® City of So. Burlington e O r D Legend Exist Prop. —_ - _ Exist. - Prop.- -- ---- ---- PROPERTY UNE _ CONCRETE PROJECT LIMIT UNE Q HEAVY DUTY PAVEMENT ---- RIGHT OF WAY/PROPERTY UNE Q BUILDINGS — — — — EASEMENT, p� ;�' RIPRAP BUILDING SETBACK _ T = CONSTRUCTION EXIT PARKING SETBACK _ BASELINE 2— TC. TOP OF CURB ELEVATION riu K. BOTTOM OF CURB ELEVATION - CONSTRUCTION LAYOUT ----- ----- ZONING LINE 132 SPOT ELEVATION ]B! BNB TOP h BOTTOM OF WALL ELEVATION --- TOWN UNE -- — -- - 0 BORING LOCATION LIMIT OF DISTURBANCE TEST PIT LOCATION in WETLAND LINE WITH FLAG 0 MONITORING WELL FLOODPU N —W— UNDERDRAIN �s BORDERING LAND SUBJECT 12 D� TO FLOODING DRAIN 2 WETUND BUFFER ZONE IRD- ROOFDRAIN °T NO DISTURB ZONE �11i— SEWER � • 20O'RNERFRONT AREA — M — FORCE MAIN - OVERHEAD WIRE - GRAVEL ROAD —ib— WATER LOP EDGE OF PAVEMENT —4'FP— FIRE PROTECTION Y BITUMINOUS BERM —2'1,R— DOMESTIC WATER BC BITUMINOUS CURB —C— GAS CC CONCRETE CURB —E— ELECTRIC a- CURB AND GUTTER —6N— STFAM EXTRUDED CONCRETE CURB —i— TELEPHONE MONOLITHIC CONCRETE CURB —FA— FIRE ALARM Ro PRECAST CONIC CURB —CAN— CABLE TV SGE SLOPED GRAN EDGING - IF CATCH BASIN WC VERT GRAN CURD - LIMB OF CURB TYPE i� DOUBLE CATCH BASIN SAWCUT GUTTER INLET - DRAIN MANHOLE L_ TRENCH MAIN BUILDING BUILDING ENTRANCE F. PLUG OR CAP �[ LOADING DOCK 4E CLEANOUT ROLURD FLARED END SECTION -� HEADWALL DUMPSTER PAD SIGN SEWER MANHOLE DOUBLE SIGN - • CURB STOP h BOX J- STEEL GUARDRAIL ' WATER VALVE h BOX WOOD GUARDRAIL _.. TAPPING SLEEVE VALVE k BOX SIAMESE CONNECTION PATH •" FIRE HYDRANT /YYYYl TREE ONE WATER METER a r WIREFENCE '•' POST INDICATOR VALVE FENCE WATER WELL STOCKADE FENCE C GAS GATE pppppp STONEWALL o GAS METER RETAINING WALL _ 41111 � ELECTRIC MANHOLE — STREAM/POND/WATERCOURSE — DETENTION BASIN ELECTRIC METER HAY BALES ♦ LIGHT POLE —x— SILT FENCE TELEPHONE MANHOLE SILT SOCK / STRAW WATTLE ID TRANSFORMER PAD —F— MINOR CONTOUR + UTILITY POLE —PO— MAJOR CONTOUR 4ti GUY POLE 10 PARKING COUNT 1 RR GUY WIRE h ANCHOR CIO COMPACT PARKING STALLS M HAND HOLE In DOUBLE YELLOW LINE PULL Box % STOP ONE MATCHUNE IIIIIIIIIIIII CROSSWALK ® ACCESSIBLE CURB RAMP �t. ACCESSIBLE PARKING C� VAN -ACCESSIBLE PARKING Abbreviations General ARAN ABANDON ACR ACCESSIBLE CURB RAMP ADl ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE RWLL BROKEN WHITE LANE UNE CONIC CONCRETE DYCL DOUBLE YELLOW CENTER UNE EL ELEVATION ELEV ELEVATION EX EXISTING FUN FOUNDATION FIFE FIRST FLOOR ELEVATION GRAN GRANITE CUD GRADE TO DRAIN U LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT BITS NOT TO SCALE PERF PERFORATED PROP PROPOSED REM REMOVE RET RETAIN R&D REMOVE AND DISPOSE R&R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWIL SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL Utility CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEANOUT DCB DOUBLE CATCH BASIN DMH DIWN MANHOLE CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION FM FORCE MAIN F&G FRAME AND GRATE F&C FRAME AND COVER GI GUTTER INLET GT GREASE TRAP HOPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE HW HEADWALL HYD HYDRANT INV INVERT ELEVATION 1= INVERT ELEVATION LP UGHT POLE MES METAL END SECTION PIV POST INDICATOR VALVE PWW PAVEDWATERWAY PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE R= RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE VALVE AND BOX UG UNDERGROUND UP UTILITY POLE Notes General 1 CONTRACTOR SHALL NOTIFY 'DIG -SAFE (1-898-3M-7233) AT LEAST 72 HOURS BEFORE EXCAVATING 2 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS 3 ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT) 4 AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS ETC ) SHALL RECEIVE [RM] INCHES LOAM AND SEED 5 WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SURGRADE ELEVATIONS 6 WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES 7 UP ON AWARD DE CONTRACT CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS AND IN THE CONTRACT DOCUMENTS DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS B TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES 9 AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR S EXPENSE 10 IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES RASED ON VISUAL OLFACTORY OR OTHER EVIDENCE THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN 11 CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS 12 DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER 13 CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY AT NO COST 10 OWNER 14 THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA Utilities 1 THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY THE OWNER OR ITS REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED THIS MFORMATION AS SHOWN ON THE RUNS THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PURUC RIGHTS OF WAY 2 WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED THE LOCATION ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFUCT 3 SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS 4 RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES AND MANHOLES AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS A PAVEMENTS AND CONCRETE SURFACES FLUSH I ALL SURFACES ALONG ACCESSIBLE ROUTES FLUSH C LANDSCAPE, LOAM AND SEED AND OTHER EARTH SURFACE AREAS ONE INCH AROVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION 5 THE LOCATION, SIZE DEPTH AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE OF ILLY COMPANY (GAS, TELEPHONE ELECTRIC, FIRE ALARM, ETC ) FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT 6 CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK 15 PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY 7 UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PUN A WATER PIPES SHALL BE [TYPE(ST I SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE C STORM DRAINAGE PIPES SHALL BE (TYPOS)I D PIPEINSTALLALION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE APPUCABLE CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO BEGINNING WORK B CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND RACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS SITE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT DE DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS 9 CONTRACTOR SHALL EXCAVATE AND RACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS 10 ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4MIN) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PUNS AND LOCAL MUNICIPAL STANDARDS FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER THE MINIMUM DIAMETER SHALL BE 5 FEET Layout and Materials 1 DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING FACE OF WALL AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED 2 CURB RADII ARE [001 FEET UNLESS OTHERWISE NOTED 3 CURBING SHALL BE [TYPE] WITHIN THE SITE UNLESS OTHFRWISE INDICATED ON THE PLANS 4 SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING INCLUDING SIDEWALKS, RAMPS BUILDING ENTRANCES STAIRWAYS UTILITY PENETRATIONS CONCRETE DOOR PADS, COMPACTOR PAD LOADING DOCKS, BOLLARDS ETC 5 PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL UCENSED SURVEYOR 6 PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES 7 SNOW STORAGE WILL BE LOCATED ONSITE IN REMOTE PORTIONS OF THE PARKING LOT AND WILL BE MOVED TO AN OFFSHE LOCATION IN RESPONSE TO THE FACILITY'S PARKING NEEDS Demolition 1 CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS STRUCTURES PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS ETC UNLESS INDICATED OTHERWISE ON THE DRAWINGS REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS 2 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WUH LOCAL STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS THE CONTRACTOR SHALL COORDINATE UTIUTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES 3 CONTRACTOR SHALL DISPOSE OF DEMOUTION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES 4 THE DEMOLITION OMITS DEPICTED IN THE PLANS 15 INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOUTION THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION Of THE WORK 5 UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE DISCOVERY, REMOVAL ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE EXPENSE DELAY, IOU URY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH MOREOVER THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY REMOVAL ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS Erosion Control 1 PRIOR TO STARTING ANY OTHER WORK ON THE SITE THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL STATE AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT 2 CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS (MINIMUM) CAR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPPI THE CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS 3 CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER WIND, OR DIRECT DEPOSIT 4 CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH IHAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE TH EY ARE COVERED SEEDED OR OTHERWISE STABIUZED TO PREVENT EROSION 5 UPON COMPLETION OF CONSTRUCTION AND ESTABUSHMENT OF PERMANENT GROUND COVER CONTRACTOR SHALL REMOVE AND DISPOSE O EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS Existing Conditions Information 1 BASE PLAN THE PROPERTY ONES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY [WHOM, [AND FROM PLANS OF RECORD] THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL HELD SURVEY PERFORMED ON THE GROUND BY [WHOM], DURING[DATE(S)I [OTHER SERVICES] A DELINEATION O THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY [WHOM] B FLAGS MARKING THE WETLANDS WERE LOCATED BY [WHOM) [HOW] 2 TOPOGRAPHY ELEVATIONS ARE BASED ON [NGVD DATUM) 3 GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED FROM [NAME] Document Use 1 THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND SHALL NOT BE USED, IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHS ANY UNAUTHORIZED USE REUSE MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT UABILITY OR LEGAL EXPOSURE TO VHS 2 CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PUNS, SPECIFICATIONS, AND DATA HLES THAT ARE OBTAINED FROM THE DESIGNERS, NOT SHALL VERIFY LOCATION Of PROJECT FEATURES IN ACCORDANCE WIT H THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE 5 UPPUED AS PART OF THE CONTRACT DOCUMENTS 3 SYMBOLS AND LEGENDS OF PRO ECT FUTURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS Of SUPPUED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES V hb 40 IN Dr Building 100 Suite 200 South Burlington, VT 05403 802 497 6100 V 0 1s 30 60 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont A �4 May 08, 2017 ion Legend and General Notes C-1.01 ~' 1 22 ..-N11- 57846.00 Zoning Summary Chart LOW Zoning District(S): Overlay Distnct(S): Commercial I - Resident 15 (CI-R15) Transit - Zone 1 And Traffic Overlay District Zoning Regulation Requirements IExisting I Required I Provided LOT AREA 11.2 Ao.. 0.92 Aa.P, 11.2 AP - FRONTAGE 95 Feel 50 FM 95 Fe.t FRONT SETBACK COVERAGE 68% <30% 68% FRONT YARD BUILDING SETBACK 625 Feet SO FM 625 Fe.t SIDE YARD BUILDING SETBACK 37 Feel 10 TM 37 F..t REM YARD BUILDING SETBACK 67 FM 30 FM 49 Feet MAXIMUM BMLINNG HEIGHT 22O FM •AO FM 37.5 Feet MAXIMUM BUILDING COVERAGE 21.0 x 4DO x 21.0 x BUILDING FOOTPRINT 100,932 SF 100.932 SF EXISTING TREES TO BE BUILDING GROSS FLOOR AREA 107,650 SF 107.650 SF SELECTIVELY TRIMMED. REMOVE EXISTING DEAD POPLAR TREES LOT COVERAGE 09.0 x 70% (MAX) $6.0% ALONG NORTH SIDE OF PROPERTY INTERIOR PARKING LANDSCAPING PERCENTAGE 3.0 x 101 x 10.9 x SHADE TREES 110 98 10e 10 FT SIDE SETBACK � • FOR PEAKED ROOFS I — —'� Parking Summary Chart Size Spaces Description Required I Provided Existing Required Provided I I I STANDARD SPACES 9 . IB 9 e 18 527 470 I II STANDARD ACCESSIBLE 11 I6 I SPACES 8"IS 9.18 (MEET$ ADA) EXISTING SHOPPING CENTER TOTAL SPACES 609 5M 4% FACADE TO BE RENOVATED §I11I'1 PROPOSE' PROPERTY LINE (TYP.) MODULAR BLOC t RETAINING WALL }�}/ G Illy -- REPER TO PERIMETER DRIVE Ie ® I TIN t (SHEETS CC 7�01) PROPOSED VEHICULAR PROPOSED FENCE Parking Calculations I �I 40,261 t GSF_ CENERSHOPPING 107,650 SF . 5 SPACES / 1,000 SF 536 SPACES I I FFE = 195.30' TOTAL PARKING REQUIRED SN SPACES I I Tree Planting Calculations I I /16 SPACES x 1 TREE / 5 SPACES 96 TREES I II 1 I II PROPOSED EDGE OF CANOPY I I � I 1 D II 10 FT SIDE SETBACK N K NOTES I. SNOW STORAGE WILL BE LOCATED TE IN REMOTE PORTIONS OF THE PARKINGLO LO7 AND — PROPOSED 1a•.2D' GUM PROPOSED ENCLOSURE LOCATION (TYP FOR 3) i 1 PROPOSED WIDENED SIDEWALK WILL BE MOVED TO AN OFFSITE LOCATION IN EXISTING PAVEMENT RESPONSE TO THE FACILITY PARKING NEEDS I 2. CART CORRAL LOCATIONS MAY VARY BUT I WILL NOT EXCEED QUANTITY SHOWN. THE I - TOTAL NUMBER OF PARKING SPACES PROVIDED DOES NOT INCLUDE SPACES THAT I P U D LOT #1 WILL BE USED FOR CART CORRALS. DEMOLISHED - 875 SO. FT. PROPOSE' I MECHANICAL PROPOSE' CENTER EXTERIOR TRUCK WELL AND LOAONG DOCK I PROPOSED I I COMPACTOR WITH PAD AND ENCLOSURE 1 I PROPOSED HANNAFORD SUPERMARKET EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT = 60,671 SF �. MEZZANINE = 6,718 SF TOTAL GSF = 67,389 SF FFE = 195.3' I� SED AGDITON 1 I - B75 50. FT. 1 Ir I1. FT SIDE SETBACK L/ l]J I I 1"II I I i I ( I T 1 I � 11111111 _ 1 PRGPOSED PICNIC -- -- -_ TABLE LOCATION ---- 0 20 40 80 Feet Illlllllll-�� PROPOSED STORMWATER TREATMENT ISLAND q J N PROPOSED SIDEWALK (TYP) _ 10 FT SIDE SETBACK 1 `PROPOSED BIKE LANE, BOTH SIDES OF DRIVE j I I I I I t - 10 FT SKDE SETBACK i —1 — — E 0 u d for V 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Legend DIP Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont MP.e. o N. a (At PBS Z Local Permitting May. 08, 2017 Not Approved for Construction Proposed SitePlan C 2.00 2 22 5 /154b.UU \\hb\pr j\Vermont\5]846.00 Hanna d K-Mar: P,dw9 - I I III I II MCC MCC - GIB OR GIB n OROROROROROR N N 1 A LA LA m u LA A LA N LA A z LA a A LA z z LA y z LA4. LA S9 n A a u u � z n fR7-8 R7-8 R7-B R]-e R7-8 R7-8 R7-8 R7-8 I Rs � a f t I � � �• , a r LA I s _ 28o' _ FAL I,aF) I Ill A. PROPOSED IB.O' (TYP) RETAINING WALL (TYR) 1 HANNAFORD "TO 00" PARKING j LA { 64.0' 64.0' 610 84o' 64.0' 63.0' 63.067D' SPACES (TYP FOR 9) O o F 6" CURB REVEAL BOTH SIDES, r LA p A a LA z s LA s A. LA A n LA A A LA z.... - u '.LA Iq a LA U PROVIDE 2' CURB BREAKS 15' CIP b P P P ---- P P -- --- z P n v P v I O.C. TO ALLOW RUN OFF TO e; STORMWATER ISLAND ( � PROPOSED LANDSCAPE 1--..... ISLANDS (TYP)-.. PROPOSE RAILING O ® © 0 ® ® O ® ® 0 ® O © © ® doss 1 AFji I IRRAI - � °a FRCr I i l_ _ Tn QneFn7 rrry -. O GEDAROHRAI BF -~ - --. - -_ L -- --- u LA n A LP v n LA A- A LA :A n LA a p LA A R3-i7 R3-17 SP n LA P c P c R- c P- P P ' I R3-17bP RI--1. Po. R1-1 I I P LA 9 yp SR I 1 d015 dolS LAC op 1 I - EXISTING LANDSCAPE o - TOKANNAFORD — �`+ R1-I _CARE ,GAI_ ISLAND rP DRIVE CIP S. � I l o �P f LA 1 yy N N I z- LA z a LA v a LA z z LA z n A LA A I Q CiP GIB -- OR -CIP CtP CIP I I I I n I S 5'R 5'R ICI P 27 5' 27.5'- c� , O °0... LA LA � a LA O LA � a LA V v I d015 d015 17 LA dO1S LA �- p77 J �? PERIMETER DRIVE yn \ I \\ ID FT SIDE SETBACK ' JOLLEY I - - - - - - - - \V — — — — — — — — — — — — — — PROPERTY LINE (TYP.) CONVENIENCE STORE / -- -_ -_ -- -- i -- -- - - - R♦ 1 10 FT REAR SETBACK R _TA, - 10 F REAR SETBACK I PROPOSED SIDEWALK I N 1 I I Im I I RCHA I oBANK h I r j I ; III 0 I I I 0 FT FFNT SETBACK 50 FT FRONT SETBACK O15 d015 4 I SAELBURNE ROAD (US ROUTE 7) E V t im. / hb 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 V 0 15 30 60 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont P.w,Jarr CJH/TAS May 08, 2017 Not Approved for Construction C-2.01 57846.00 e 0 u s r PROPOSED OR WICOMPACT-- -- TIN PAO AND TOR ENCLOSURE 1 30 FT REAR SETBACK 1 a PROPOSED EXTERIOR TRUCK WELL ANDT L0=01NG DOCK PROPOSED I B \NICAL CENTER i I I� P 1 o I I 30 FT REAR SETBACK YA PROPOSED ADDITION AREA AREA OF EXISTING BUILDING TO _�_ IA - B75 50 D BE DEMOLISHED - 875 SO. FT. — I I 1 1 1 I I 1 I PROPOSED HANNAFORD SUPERMARKET ' I EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT = 60,671 SF I MEZZANINE = 6,718 SF TOTAL GSF = 67,389 SF FFE = 195.3' I I --------------------------------------------------------------------- II 1 I I I u I MCC I EXISTING LOADING DOCK PROPOSED ""'0' DU.PST. ENCLOSURE LOCATION (TYP FOR 3) EXISTING SHOPPING CENTER FACADE TO BE RENOVATED 40,261t GSF FFE = 195.3' 40 IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 0 15 30 60 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont w�a GW%rAS. 'Siva,o May 08, 2017 Not Approved for Construction Layout• Materials Plan C 2.02 4 22 57846.00 \\1hb\P11j\Vermont\57846.00 H--fo d K—Mort Plaza\cad\Id\Pla,,et\57845.00—GD. dwg 6" CURB REVEAL BOTH PROVIDE 2' CURB BRE/ O.C. TO. ALLOW RUN STORMWATER TO, 50 FT FRONT SETBACK 50 FT FRONT SETBACK I I 1 I SHELRURNEROAD (USROUTE 7) E V .0 1:m Vhb 40IDX Dr Building 100 Suite 200 South Burlington, VT05403 802.497.6100 V 0 15 30 60 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont .. CJH/TAS PBS' May 08, 2017 Not Approved for Construction C-3.01 ..,, 5 22 57846.00 E 0 r }0 FT REAR SETBACK CB-100 PROPOSE. COMPACTOR I'19033 WITH PA. AND 1-1901 ali ENCLOSURE -- -- PROPOSED ADDITION AREA 875 SO. FT. PROPOSED EXTERIOR TRUCK WELL AND LOADING DOCK i �MECHANICAL CENTER EP AREA OF EXISTING BUILDING TO BE DEMOLISHED - 875 SO. FT. PROPOSED HANNAFORD SUPERMARKET EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT = 60,671 SF MEZZANINE = 6,718 SF TOTAL GSF = 67,389 SF FFE = 195.3' EXISTING EDGE OF PAVEMENT (TYP.) 7r _ 1 1 30 FT REAR SETBACK----- `--- --- 1 FwsTwr. I on0wr, -. - va, Dock PROPOSED T4'z20' OUMPSTER ENCLOSURE I LOCATION (TYP FOR 3) EXISTING SHOPPING CENTER FACADE TO BE RENOVATED 40,261± GSF FFE = 195.3' vlib 40[DX Dr Building 100 Suite 200 South Burlington, Vr 05403 802A97.6100 0 15 30 60 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont �I I AS o I4'�d bl May 08, 2017 I� I� Not Approved for Construction Grading z IDrainacie Plan C-3.02 i -- -- 6 22 I I N..�. 57846.00 - ----- ----------- - ------------ PROPOSED LOCATION OF OCATED HYDRANT %TH B LARDS) EXACT LOCATION TBO I C LO- I R+i98.x 1+lax. 1.191.J0 0 I I 1 I 1 I I I 1 1 1 TO HANNAFORD �\ DRIVE L - N--- - - --_-- --------- PROPOSED GREASE) INTERCEPTOR LEADERS (TW) O I I ------------------- -------------- ---- --------- I I 0 0 —EXISTIR-19 BASIN( CATCH BASIN TYP) I \ CB-14 CB -IS +19x.10 W R+1%.8 R+1 PROPOSED `TMp) GTE L TO QUEEN CITY SPNp FU' 9t PARK,ROAD MH- 1 R I+18100 SF-Ot O pEtfNS10N OP�tyFY 24 I E%LB-0] 8J.8 O PROPOSED DRAIN ' +t80x CB-tS MAN HOLE (pMH) I 1-t>6.W EXCB-OS I RESET CATCH BASIN RIM TO PROPOSED GRADE ' T - ER%t -05 _ I 1_180.x0 OMH-lJ 1+119.80 E%DMI-OJ PROPOSED SUBSURFACE DETENTION 0 W BASIN WTH SAND FILTER \I 1 B9114 ^� 1-t88.B% C9a RESET MANHOLE RIM TO I I PROPOSED GRADE I I.1R.80 E%C8-Ox W `\ R811oFEF m I.t9o.ea R+tB9.5 LreSm PER/METER DR!["F 10 FT SIDE SETBACK _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROPERTY 11NE TYP. 1 .0 10 FT REAR SETBACK 10 Fi REAR SETBACK — — •184m fmKN-m 84 0 W / E %ISTING MANHOLE TB REMAIN CHANCE IN TYPE CATCH BASIN SET RIMIM TO xOMH-Ot PROPOSEDED GRADE Io I I I In88. B W I I I ( I i 1 I^ m I n S MMRCHAN; T BANK j 'N m It I, I I I I I I _ _ _J I T SETBACK � 50 FT FR_ONT SETBACK I 1 SFIELBURNEROAD (US ROUTE 7) E 0 2 :fp P, vlib 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 0 15 30 60 Feet Lake Champlain Marketplace 35 South eelburne Rd. Burlington, Vermont a «� CJH/TAS�PBS .:d May 08, 2017 Not Approved for Construction C-4.01 7 22 57846.00 E 0 u a r >r � Ex-80 R-Is3.3 1•tBa.80 W _ _ CIA7 AND REMOVE EXISTING WATER SERNCE i89500— s0 ZZ I.190 t3 30 FT REAR SETBACK I PROPOSED GATE VALVE INSTALL NEW 6' WATER SERVICE I to j I 1 I I I I I I I II I I I I I 1 I I \I PROPOSED HANNAFORD SUPERMARKET EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT = 60,671 SF MEZZANINE = 6,718 SF TOTAL GSF = 67,389 SF FFE = 195.3' ------------------------------ PROPOSED LOCATION 0 RELOCATED AN 8 LARDS) EXACT LOCATION TB v ------------- --------'�------- — — REAR SETBACK u r. N ��V#hb 01 401DX Dr Building 100 Suite 200 South Burlington, Vr 05403 802A97.6100 0 15 30 60 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont I� May 08. 2017 Not Approved for Construction EXISTING SHOPPING CENTER j FACADE TO BE RENOVATED 40,261 t GSF FFE = 1953 C 4.02 I 1 I -- -- — -- 8 22 - ---------- ---------------------- �-------- --------`------------ ------ -- ABANDON Exl "1 1 N1TN FLO LE FILL ' l 57846.00 r Z INLET PROTECTION (TYP) i RE IIll I ;I — i ,I .� Td QUEI NCITY PARK ROAD �,I I 1_�4 TO HANNA DR7VF.' I I , u I ® i \� _ _ I \ PER&FTER DR11V \ 10 FT SIDE SETBACK -- — — � F 10 ET REAR SETBACK �--� 10 ri REAR SETBACK a 1 � 1 I I M 6 RCFlA'3 ..- STABILIZED CONSTRUCTION Exit AT I I� BANK i I� ALL EXIT PANTS FROM DISTURBED Im PORTION OF SITE .I o0�8 o8�q I I 1 off- L I 0 0 I _ a 50 FT FRONT SETBACK 1 50 FT FRONT SETBACK I � 1 SHELBURNEROAD (US ROUTE 7) SILT FENCE (TYR) LINE (TYP.) e O V `04 ' of 1 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 0 15 30 60 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont wwa May 08, 2017 Not Approved for Construction C 5.01 `.! 12 57846.00 \\—\p-j\V—.,f\57846 00 --f— K—Mart P1 ... \c-\1d\PJ--t\57B46 00—ER g E 0 a —M I WEV� SETBACK CHITTENDE LINTY HUMANk-� 30 INLET PROTECTION (TYP) t IF PROPOSED HANNAFORD SUPERMARKET EXISTING BUILDING TO BE RENOVATED I II EXISTING SHOPPING CENTER FACADE TO BE RENOVATED 000 ��/ hb 40 [DX Dr Building 100 Suite 200 South Burlington, VT 05403 801497.6100 mmemmillill� 0 is 30 60 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont pale May 08, 2017 Not Approved for Construction C-5.02 10 22 57846.00 `;— .rig,F ST OO H-1111 1—It ,S7e4e OC- T.d.g PAVED AREA SEE AP%IUBLf T SECTION _ �, LA _ AREAA FELL BORROW COMP GRANULM LL B ACTED WCUT JL1 - -- DEPTH Ar3D SURFACE > �. TNFATMENi VARIES wARNNG TAPE HANDTAMPED.AUNCHING O -- -C MRACTED BEODMG -_ X MIND CC.PRACT D SUBG DE NOTES I WHERE UTUIV TRENCHESARE CONSTRUCTED THROUGH DETENTON BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS. %ACE TRENCH BACIDILLSYTH MATERA LS SIMILAR TO THE SRCAL SECTION REQUIRFMFNtt. 2. USE METALUC 1RACwGNIdpNING TAR OVER ALL PIPES Utility Trench vie N.T.S. SRMRI: vHB LD 300 EOUNDATON — L ED TINGS ANU s. ,. GRANUWR MCKFTLL BY OTHERS- A:RIC a Rw.OVERAP) % STONE Foundation Drain 1/16 N T.S. SoLl,ce VHB LD 196 SQUARE PINING (TYPI[�7 j6 •{-_.- �Mf1�A8"MIN. DIAMETER L ALTERNATIVE ECCENTRIC CONE SKIMN ALTERNATIVE TOP SLAB FINS. GRADE- M. SEE NOTE4 - � NOTF3 OUTLET a - �"�IS �xwlT YYII 3�I MORT 1'.TNECTION SEE NOTE 2. F1111101 31 12. RAVEL 5DB ROE° � GRA \ ti 4 NOTES 1 ALL SECTIONS SHALL BE DESIGNED FOR IS LOADING. 2 FIR CONNE INGSFOR%PESVATH2'MAXCIEAWWCETOOUT�EOF%PEMORTARALL 3 INNT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUM RUBBER. CH BASIN FRAME AND GRATE SHALL BE SET IN FILL MORTAR BED . ROBUST TO GRADE W I uv B1IX-1 MORTAR R B%IX COURSES TIP) 1, S.—COURSES MANMUMI. Catch Basin (CB)yI6 N T 11 Source: vHB LD 10D SEE APPLICABLE ^PAVEMENT SECTION � LPNOSUPFO ARFA� inui Nurvuu WARNING TAR b a � —I ITEM 13.01 - -HA NDTAMPEDHAUNCHING ---- COMPARED BEDDING 1O 12 COMPACTED (MINI SUBGRME -- A" CRUSHED STONE NOTES 1 WHEREUTLDYTRE3OIESARECONSTRUCTFDTHROUGH VAOT ITEM 1 IDS OETENTroN BASIN BERMS OR OTHER SUCH SPECIILL SKIIONS. —IIRB3 OB ULUI.T..-TERLRLSRMIIARTOME SEBOULL ENTS 2. USE METALUC TRA(RNG WARNING TAR OVER ALL FIRS. Sewerline Trench UI6 N I t. Source: WE ID_ fi I > I EgSTNG Y MDE ' 4S ¢ END OF E BTUMINOUS o: 45 LINE- 45 PVC BEND 4'MIN TOP SOIL CONCRETE COMPACEO GRAVEL ttOW IPVC LSDR35) SEE PLANS FOR INVERT AND %PE SIZE - DOUBLE CATCH BASIN FINISH GRADE PRANE A GRATE -- MORTAR SHELF SEE NOTE <. M'XX'OPEB➢NG SEE NOTE S oun% 60'OM. BURN, e�< wvaT__ SEE NOTEi 4F 0 ZCOMPACTED GRA- - COMPACTED SUBGRADE NOTES 1. ALL SECTION S SHALL BE DESIGNED FOR .12D LOADING 3. IOINT SEALANT BETWEEN PRECAST SE-ONS sW.L BE BUM RUBBER. 4 DOUBLE CATCHILA FRAMEANOGRATEMALLBES%w NLLMORTAR BED. ADBUSi TO GRADE WOH MY BRIDLAND MORTAR R B%IXS Double Grate Catch Basin (DCB) 1/16 NTS. 5�.��.e VHB LD_1D2 30'IRA y ACCESS I NOTES STRUCTURES SHALLBE PRECAST CONCRETE, "'111 4B"OS0. MANXOIf I DESIGNED FOR HS-2D LOADING. J'r� 4L ESTEPS, ALTERNATE TOP SLAB CAST PLACERSNALL BE INSTALLED AT 12"0.C. ISTEEL RDNFORCED FOR IS A LOADING) FOR THE FULL DEPTH OF THE STRUCTURE. FINISH GRADE \ ID"CIS 3 EIERRHR SURFACES SHAU. BE COATS OF BRUMINOUS""' PP�ROOFlNG 5 ,a� MATERIAL .. IONT -..I BETWEEN PRECAST SKI I SEE SHALL BE PREORMED BUM RUBBER. NOTE 5 RAMEANO - VER SHi 67ESSETM CALL MORTARS D. WNOTE ADJUST TO GRADE WITH SENER B%IX TroE O IS p y D M01YNP Q B�%« COURSES iv%ULLY s XE DD1l COURSES UM). e o STEPS SEE AMBVMMTHIIC TTESSOEFS°NM DR NO Q. __________ AND O-INCHESFORES NONREINFORCED DESIGN. M 01A MANHOLE RANI Ug - SEE NOTE 4. ------------- HEgBLE WATERTGHT r - .1- OR REEVE OUTLET oSwFw 1S' Z Y DYPI I SRBCSUID MT TTA \ SEVr9R AAO LAID AS RED R IIFOO - STRETCHERS AND ON EDGE COMPARED GRAVEL `e%IXCHP AND DMPARFDSLIB RAD rPEDM RiARHIL Sanitary Sewer Manhole (SMH) vll. N.T S Source. VHB LD 2UU II PEAT LANE i 'I 7 TOPSOLL MATH FMSTNG �Z<' D�IA�. NOTES I E1�L, 1. ALL SK110NSSHALL BE DESIGNED FOR Hs 20 LOADING. —)TER OF STRUCTURES SHALL BE COORDINATED WITH PIPE CONFIGURATIONS. ALTERNATE TOP SLAB FINLLH GRADE - 1 COPOLYMER MANHOLE STEPS SHALL BE INSTALLED ATD O C. FOR THE FULL DEPTH OF THE STRUCTURE _ 3 FOR PIPES WITH T MAX C EARANCEOIOUiSIDE OF PIPEMORTM NL%PECONNECDONS. 4. —1 SEALANT BETWEEN PRECAST SECTgNs SHALL BE PREFORMED BUM RUBBER SEE NOTE 5 �rw �w�o wed- - NOTE2 SEENDTE4. 5. DRNNMANHOLEFRAME AND COVER SHALL GRADE WIT. ,I BE SET I BRIIX AND MORTM 12 B� aCOLESESTrP 11 sew« AaMUMI J SHELETOBECONCRETEFORMED � AT SLOPE DF 1" PER FOOT. ouTIET \ CEMENICONCRETEINVERT ee NOTE 3. COMPARED GRAVEL - COMPARED SUBGRADE Drain Manhole (DMH) 1/16 N.T.S. SRurw: VHB IO Us —AREA SURFACE TREATMENT VARIES FINISH CE 1('oo V. lrq�FNi � SECTION--- TI 1 ----- co"— COMMON FILL COIN NFILL -- T w -FILTER FABRIC Em X * -PERFORATED PIPE -2 "WASHED ONE Underdrain (UD) 1/16 N.I s. Source. VHB LD-I" RUN-OFF TO STORM HATER FEATURE -;;; 'SOIL 6-CUPS 6'-p S'_O CONCRETE 9DflVALX \�IN.I CONCREE COMPARED SUBGRADE � / ND ASDA C33 COMPACTED GPAVELJ n -I2"DRAINAGE STONE NOTES REFER TO LANDSCAPE MN FOR PLANTNGS Section A -A Stormwater Island Typical Section NTS PA,EDPAna.cloT — u G O Mwvlib L L 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Lake Champlain 10/16 Marketplace S--VICE LD-Vr 935 Shelburne Rd. South Burlington, Vermont N. AP.. 6.DB, PAVHI NOTES 1. REFERTOLAHOSUPE%ANFORMNTNGS 2 — To BE MM ROIX LED MNE SECT COLOR NEW MGUND LEDGESTONEORAPPROVEDEQUAL IR c6.A.BBy C!H/fAS PBS Local Permitting May.08, 2017 Not Approved for construction Site Details (1 of C-7.01 Cleanout - Landscape Area 1/16 Section B-B - Perimeter Drive N T.S. Source. VHU LD-SDI N 15. Sovrw: VHB Section C-C - Retaining Wall IDES LID N.iS Source: VHB LD N—N.' 57846.00 \\1Nb\P1oJ\Verrno0\57E46 no Ha L,,ro d K-Mart P1a11\1od\d\PIOn \s7846. Do-DT dwg IBNG & COVER THREADED PLUG \, -ENISH GRADE AT PAVEMENT CONCRETE COLLAR PVC 45'PVC BEND AT ENO OF UNE LM'E CONNECTION FOR IN LINE SEE PLANS FOR INVERT AND EPE SIZE PAVED AREA SEEAPPUCABLE PAVEMENT SECTION LANDSGPEDAREA COMMON FLLD COMPACTED GRANDLAR ELL DEC, ARYBORROW SAWCUT -DEPTH AND RE TREATMENVARIES ? -WARNING TAPE F - _- NO BLANKET V T.I. T]03.03A B o HAND TAMPS HADNCHWG NOTES I NOTOHERSUCHSEID LOSECTIONS, PLACE TRENCH BACKELL WITH MATERIALS SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. 2 USE METALLIC TRACNGAVARNING TAPE OVER ALL PIPES. Cleanout - Paved Area In6 Waterline Trench 1n6 N.T.S SOUrce'. VIA LO 30H NT_S. SRuru:VHB LD PROVIDE BASE COVER SYSTEM BY MFG, AS FURNISH. BY POLE MFG.-� I -1"CHAMFER IIGHT PONE ETSES Pd w BE PAINTS YELLOW Vw 4-15 VERTICAL-E. SPACE Y / p3 HORIZONTAL TIES 0. CC. FlwSH GRADE (MATEBALE VARYI ne R TVP. COVER BOW 1. NCRETE TYPED CEMENT CONDUIT AND GROUND ROD -�_ NKTTOINSIDEMETALPOLE S TIIII�r T1II1I IIIIII� 11 EE ELECTRICAL PLAN FOR SIZE E BOLT LAYOUT COMPARE OR S& MOUNTING UNDISTUME 2 D IMINI PROCEDURE AS 2 COVFR SUBGRAOE- -- - PER MFG.IDKS NREBAR SECTION PLAN O NOTES EIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED 11 AL POLE AND FUTURE SEECTION AND GEOTECHNICAL SITE INVESTIGATION. Light Pole Foundation Detail (Up to 15' Pole) In6 NTS. Source: VHB LD 31DA TOOLED JOINT 4^ CEMENT CONCRETE 16" THICK VEHTOLAP AREAS) REVEAL SE CONC. AVEMENT TOP COUR E D)V MINI EXISTING 7 GRAVEL (3 SAWOT SIONE SDq EKSIWGBE 12" SUGPPAO ED PAVEMENT- IMINI E SECTION EXPANSION CEMENT CONCRETE OINi SEALANT - CONCRETE NOTES SIDEWALK--�� I CONCRETE FOR SIDEWALKS TO BE40W PSI AND FOR �ANSION)OINT ORNDNAYS SGOD Is BOTH MIXES TO BE TYPE B, 6% (1.5:) AIR ENTRA NE. BLDC FACE EMED LFLICI. 2 PROVDE IXANSION RRNTSAT MIN. 30 FT. O:C WITH OR CONC. SIDEWALK SECTION PRE- FORMED EXPANSION IOINT FILLER & SEALER 3. PROVIDE TOOLS CONTROL JOINTS AT 60C 4 EXPANSION JOINT DETAIL MDIRECTION PER ENDICULARTO CURB. Existing Pavement Monolithic Concrete Curb (MCC) & Sidewalk L/1G NTS. SaRrce: VHB HLE/ LD 414 1. TY ) .' ...f 5, J� 111 SIDE 1 -i" THREADED INSERT! OVER UDE KNOCKOUT NOTES 1, CONCRETE 2.84 EACH END-/ 4UK PIT 028 DAYS. 2. RGNFORCINI SHOWN. 3. DESIGN Precast Pullbox ASTM A 615, x4 REBVI AS FOR HS20-44 LOADING. NTS. So:VHB PACTEO GFAMBI COMPAREDD 111$"MPX ITONESDE SUBGRADE SBBNPn NOTES 1 JOINTS AT MIN. 30 FT, O CV4TH PRE FORMEIOINTNFILLER. 2. PROLRDETOOLEONTROLJOINTSAT6'O.C. 3, PROVIDEBROOM ENISH IN DIFECTON PERPENDICULAR TO SIDEWAM DIRECTION. Concrete Sidewalk in Landscape Area NTS. Source: VHB TABLE OF DIMENSIONS BENDS I C O C F 0 C D E F a05 0' 1 " ILK- 0 IS 12" 12 1 6 W 3 ED' 2T 11 Y, u" a 11 1 22 Y1' IT 8 50° u ii Y4' P IS a^45° 12 22Yz' 35 25' 12 SIP 7�E t��O -- uN015TURBE P"n s011 - 31 36" ' A0" 60' 52" - --- SECTION I-1 TABLE OF DIMENSIONS 24" 11' 12 X11225M 24 11 IS eXB'X612 xi2 XB z4 'x0"X8" 12 BBE. BE TEES 77 2/7y� � �Z DISTURBED / A c_-UN S011 PLAN SECTION 2-2 NOTES I. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES, AND VERTICAL BENDS (SAME ME AS REQUIRED FOR TEESI. PROVIDE ANCHOR RODS AT VE Ca BENDS AND 2. CONCRETE SHALL NOT BE PLACED AGAINST Concrete Thrust Block GATE VALVES. PIPE BEYOND FITTING. MIR N.I1 Source: VHB LD 260 TZ' MIN.) tREP1MENT vgRlES / CONCRETE CURB CHAMFER TACK COAT % BIT. C. PAVEMENT LOPE A - P 4000 PS PORTLAND 1 - - CEMENT CONCRETE IF LURB IS SET AFTER BINDER COURSE IS IN PLACE (MN.) COMPACTED GRAVEL PROVIDE 12' COMPACTEO --- (i)S' MAX. STONE SIZE) GRAVEL BEHIND CURB FOR LANK AREAS COMPACTED SUBGRADE 1J16 Cast In Place Concrete Curb (CIP) LD 315 NTS, Seurtv. VTVB u 155" BITUMINOUS TOP COURSE 2" BRUMWOUS DENSE BPIDER COURSE \ COMPACTED SUBGRADE STANDARD OWN FLEXIBLE PAVEMENT NOTES PAVEMENT SEOOHl ARE SUBJECT TO CHANGEAND MR L BE BASED ON THE RESULTS OF FURTHER GETECHNICALINVESEGATIONS. In6 Bituminous Concrete Pavement Sections 4117 LD 426 NTS. Source: VHR REV LD 430 wAT R Mary K- OR ERMQ� V ICI'-O'IMW) -� ORLATERAL. PARALLEL IN STALLATION CENTER AIEN TERFULLGTELG en OF SEASR EFER MAINCROSENGOCCIIR - - 'WATEA Ma OR SERVICE SOEWER MNN LATERPL� 111 I 0SSBOVER WATER PEACE TEE CENTER OF BOTH PIPED AT CROSSING PIPE AND ENCASE THE NOD SEV/51 PIPE JOYES NEAREST THE CROSSING IN CONCRETE WATER & SANITARY UTILITY CROSSINGS Water / Sewer Separation uiTs N.T s. Source: VHR LD CURB I' REVEAL PAFINISH ENi -\\TlT UCPACTED SU GRADE ED GRA (1Y. Max STONE S¢q SECTION EXPAN,ION SOWT AIANT NOTES ED olv vaI ENPANSION IOWiE I. AT 2. AT MIN 30IT. O.C. WITH vRE I.INT BLDG. FACE FORME JOINT SLIER. CR OR ONEWEDCBCESIDEWALK SECTION) 3. PROVIDE TOOLED CONTROL JOINTS AT 6O.C. ' 4. PROVIDE BROOM FINISH IN DIRECT N PERPENDICULAR TO EXPANSION JOINT DETAIL CL Concrete Sidewalk 1K16 N.T.S. Source: VHB LD 420 COLD PLANE PROP. BIT. CONC. MEETEM1511NS PAVEMENT TRANSITION AREA PAVEIRENTOVERLAY SAWNi EDGE-\ LEAN AND LACK MAT ERLAY PAVEMENT - TO OV OVERLAY THKK4E5E PER PLAN S COLD PLANE `NSTINGPAVE REACE VAP➢3'. � 12' STREETS AND ROADS 6'DRIVEWAYS 6- PARKING AREA NT E O V d L UGHT SYSTEM BV MFONNG G T �� SE COVER BDUSE M GSXEBY _ I CHAMFER ,4 2 IN LOT TO -UGHT POLES BASEShb BE i BE PPINpEOGYELLOW BHONZONTAL TIES®12 C.0 3 5 4-x5 VERECAL-E. SPACE we FINISH GRADE !MATERIALS VARY) 40 IDX Dr ----- ----- A. - ---- Building 100 Suite 200 2-TYP.COVER South Burlington, Vr 05403 - SOOOPSITYPED CONCRETECEMENr CONNECT TO INSIDE METAL POLE 802.497.6100 _ SEE ELECTRICAL PLAN FIR SIZE E E PJ 03MRAIIIED OR UNDISTURBED 2 -P'IMIN) p�MGu5PEC5� SUBGRADS_ SECTION PLAN NOTES LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASE ON REAL ROLE AND FUTURE SELECTION AND GEOTECHNICAL SITE INVESTIGATION. Light Pole Foundation Detail (Up to 40' Pole) I/T6 N.I S. Source: VHR LD - A. CONCRETE (6^ THICKIN VEHICVLAR AREAS) ACTS GRAVE "I MA%. STONESIZE, COMPACTED SUBGRADE SECTION IXPNSION JOINT NOTES IX ANSION JOI 1. AIDE DElAF DEWALKSTO SOTHMIE P INi- ' CO BE AIDE DRN% A1RPSI. BOTH MIXES TO BE MEB 6%I1.Sx1 ENi0.4WE. (I5,) a0. BLDG FAQ, PROFU(ED OR OBCER, 2 OC.WITHPRENFON EXPANSION JOINT SIOENPLK SECTION ELLER & SEALER, EXPANSION JOINT DETAIL 3. PROVIDE TOOLED CONTROL JOINTS AT 6' O C. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB Lake Champlain New Pavement Monolithic Concrete Curb (MCC) & Sidewalk 1/16 Marketplace NTS. So„rcP: VHB REV L0421 935 Shelburne Rd. South Burlington, Vermont -I MIN. W 6XB.5 POST waxes OFFSET RACKET PLAN �E SFIYKEIOTTE HOLES 60" LONG. - ELEVATION Pavement Overlay Transition Section 1116 Terminal End Section N.T S. Source: VHE LD 33S N.T S. APE<. El C1H/TAS CB�p WPBS �. Local Permitting May. 08, 2017 Not Approved for Construction C / BO2 .M 12 22 57846.00 \\He\Pi\V11 , I\5784e. DO HNHNHTOTd H-MaTt P a \od\Id\P1 H9 \5784B.00-E T.dwg _ WASHER-� 6'Ke POST POST B - , j MIN. OFFSET OFFSET C 5 BLOCK ' uVe° STEEL a PLAN VIEW PLATE 2Y.' _ U PLM3 VIEW SECTION VEEW Steel Beam Guardrail with Wood Post N.T.S. Source: VHB .� �y UPMN. e SEENDTE9. AA.. OF COLOR. SURFACE -4ly •r_�''4bgV,y,_ l� � o- iCp 09. N'ko 5' TYP. (P1AN NT 111MRTE0 DOy ES F1' -DIMENSIONS ARE CENTER TO CENTER NOTES THE MAAMUM ALLOWABLE SIDEWAUI AND CURB RAMP CROSS SLOPES SHALL BE 151E%MIN), THE MAAMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE F UDING CURS RAMPS HALL BE 51. E MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4OE IHVNRUAM01NTI, U�TLEARMUES.HALL REE BE mDAT ANY PERMANENT OBSTACLEIN ACCES9BLEROUTE TRUTMENT VANES, SEE PLANS mR NRB TYPE , CURB, ND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING SE: TYPICAL SIDEWALIL SECTION FOR RAMP CONSTRUCTION. B pREAyCCLL BE ESSRRSIBBNLE ROUTES VIDED TES ARELO5 NO T TO ANIXI IN jrDCg6C_UDING CURBING) 5' x 5' PASsNGARFA 9. AENBUTS TEOJF V.G AT RAMP(OTHER THAN VERTICAL CURSING, WHICH SHALL BE SET RUSH)WHERE IT RGAGW 10 BLEW NGS HALL CONTRAST VISUALLY WTH AOIOINNG SURFAIES. 11. 11-ABLE WARNINGS SHAIt BE INSTALL ED PERPEND1111 Al TO AIICICIUE ROUTE. Accessible Curb Ramp (ACR) Type'A-D' 1/16 N T.S. Sau VHB LD_500 TRUNCATED } SET �'OPNU%)ABOVE COME, - ADJACENTSD- 35' (PLAN NEW (PROFILED Tlwm!lwO •DIMENSIONS ARE TER TO CENTER NOTES 1. TIEM1AXN M ALLOWABLE SDEAIALKAND CURB RAMP CROSS SLOPES SHALL BE IS UOI2. LLOWABLE SLOPE OF ACCESSIBLE ROUTE EROLUDING CURB RAMPS SHALL3. THEM MUM ALLFOETWACLBELEE SLOPE OgF AtC�,CEESSIBLE ROUTE AT CURS RAM PS HALL BE 4' IN ACCEEEESKIBUERDU E11E..HWRN�NTS LI1111TY IPO ILRFE WELLS. NGNS, EI<1 5. CURB TREATMENT VAAIES. SEE PLANS FOR CURB TYPE RNP, NRB ND ADACENT PAVEMENTS SHALL BE GMDED TO PREVENT PONDING. 7. SEE TYPICAL SIDDENVALK SECTION FOR RAMP CONSTRUCTIIOEIN, B. 5 PA2NGARFA SHAILBEPARONDED Ai P1TIXVALS NOi MOE EED 200RFENS AI Gs SHALL CONTRAST VISUALLY WTH ADI1WNG SURFACES. ELI DPTE<TABLBWARMNGS SHALL BE INSTALLED PERPENDICUU0.i0 ACCESSIBLE ROUTE. Accessible Curb Ramp (ACR) Type'F-D' 1/16 N T 5. Source: VHB L13_505 LD 455 I � AREA mPi I oouNim 4E� MEz- �,dl I '+ • LLP AREA OF COLORED SURFACE SHNOTE9. . IS 9 O NE F#235^ITYP)• o (PLAN VIEW (PRDRLn TMINGTID 00E1al IWTES 9 ENSIONS ARE CENTER TO CENTER THE MAAMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE IS (1%NBN). 2. THE -MUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EICLUDPIG CURB FAMPS SHALL BE 5%. THE MAAMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 75%. 4, RONLiEOEHroMN i�UEUUIVVOLEETFEEW LSE GNsµECjRMANENi OBSTACLE iN ACCESSIBLE 5, CURB TREATMENT VALUES. SEE PUNS FOR CURB TYPE RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRAD. TO PP£NENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR FUMP CONSTRUCTION. B .. SHALLEBE PROODEppDppAT INTEORNRLS NOT is EX, 6%,UDNI CURBING) A 5' x 5' PASSING 9' UILIDIEATED ON THE GRpVANGS TOEBEINSTgLLEUAND SETkMEP WHEREYE0.TIGt<URBING IS 10 NGS SHALL CONTMST VISUALLY WRH ADJOINNG SURFACES. 11. DETECTABLE-FNINGS HALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE. 12. INTRACROSSING O0. TO SUBMIT R FI. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAY Accessible Curb Ramp (ACR) - Type 'B-D' 1/16 N.T.S. Source: VHB La -Sol g�agr, pelf ACC AREA OF COLORED SURFACE I ED6E�RE ' TRUNCATED DOMES y.^ES, - SEE NOTE 9 \I I (PINK VIEW) FlN 7NUNGTED TEFF IS TO NOTES 'DIMENSIONS ARE cErviEi To CENTER 1. MIN NNIAAMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SCOPES HALL BE I.5(1% 2 THE UM ALLOWLE ABSLOPE OF ACCESSIBLE ROUTE EKC -0 CURB RAMPS SHALL THE M-11 ALLOWABLE SCOPE OF ACCESSIBLE ROUTE AT NRB RAMPS SHALL BE 751. <. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT NV PERMANENT OBSTACLE IN ACCESSIBLE ROUTE O.E. HYDRANTS, UTILITY POLES, TREE WELDS, SIONS ETC) CURB TREATMENT -ES, SEE PLANS FOR CURB TYPE. RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GUEDED TO PREVENT FONDING CAL SIDEWALK SECTION FOR RAMP CONSTRUCTION, 9 AGPLBER90NESALNOTiDEF�NGAS'x 5 SINENTER QI FEET ' 9 RISCIICAEDNESTBETAET'CUBNGINDTOTIORAINGa NLLEO D SRUSSHH TICAL 0. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WTH ADJOINING SURFACES. 1. ME-11 WARNINGS HALL BE INSTALL. PERPENDICULAR TO THE ACCESSNLE ROUTE CONTRACTOR TO SUBMIT IT I 'OR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEOI ROADWAYMOSSINGS Accessible Curb Ramp (ACR) Type'G-D' 1n6 N.T.S. 50Mrce: VHB LD_506 SEE NOTE 9 AREA OF COLORED,UHFACE PLAN VITR 4113 E v MEN�NnuEaN�OO CENTER NOTES THE MAAMUM ALLOWABLE SIDEWALK ND NRB RAMP CROSS SCOPES SHALL BE 1.5 (1%MEN) . 2 THE MAOBMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING OURS RAMPS SHALL BE ALFEET CI- SHALL RMTMEOREE AANLLSERMANENT OBSTACLE IN 4 AC�9BLE ROUTE FEET HYDRANTS. UTWTY .5. 5 CURB TREATMENT VARIES, SEE PUNS FOR CURB TYPE. MDm TO PREVENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCIEDW. B' PAS IF ARREA SHALL BE PRONRED9AT INTERVALS NODT tO IXCE•OON� FEETNGIAS'x5' 9' SS INIDIGIEO ON iHEDPR2'AWINGS TO IT ABUTS p IXFLUSHWHERE VER CURBING 10. DETECTABLE WNNINGSHALLCONTRASTNSUALLYWOHNONINGSURFACES. 1l. DETECTABLE-NINGS SHALLBENSTAILm PERPENDICULAR TO T11-STBLE ROUTE. t CROTSI� ORTOSUBMRR.F.LFORTHS5IYFEOFACCESSIBIECUR MMPFORAPFXRO DW Accessible Curb Ramp (ACR) Type'C-D' 1/1B N.T.S. Source: VHB LD_503 r �5 (TVPI "LANVIEW 'PROF1Le TM)NCATED DOIW$ 'DPAEN90N5 MECENTER TO CENTER NOTES 1, THEEMARN M ALLOWABLE SIDENALKAND CURB RAMP CROSS SLOPESSHALLBE IS 2 SHALLMBESUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE -DING CURB RAMPS UM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 4 ANBNIMUMOF-CUEARSHALLBEMAINTAINEDATNY PERMNENTOBSTACLE IN ACCESSIBLE ROUTE GE.. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC). 5 CURB TREATMENT YAPIES, SEE PLANS FOR RAMP?NRB AND ADJACENT PAVEMENTS SHALL BE GRAD. TO PREVENT PONDING. BUILT UP CURB MMP SHALL NOT PROIECT INTO VEHICULAR T-11 LINES. DETECTABLE WARNINGS HALL CONTRAST VISUALLY WTH ADJOINING SURFACES. 9 DETECTABLE WARNINGS SHALL BE INSTALLED FERFENDINLM TO THE ACCESSIBLE ROUTE Accessible Curb Ramp (ACR) Type'H-D' IiIG NTS. Source: VHB LD S07 FPRBRRndlnD Bk3Dks R,ft Cap at Top of WaN swm�s \ Hr mm. wen, : nm m,xlxw Ira s" orr View 1 Td t , u�NULn..M Aenx �.mon FroniVew ��I/ .�wA w.....e.. � ��r..,FEN....ew..s..a.�....�..,.a...,..... Freestanding Bbcks with ' _Cap at Top of wall REDI+ROCIIiI/ TRUNCATED l Ti \(P/ DOMES I �r � I - P TTEI iP 9 E�yI q_ AREA OF COLORED SURFACE IF- V (PRONLEI TNUNGTFD DOMES 'DIMENSIONS E CENTER TO CENTER NOTES SS YOFES SHALL BE 15 - MINI. -DOING NRB RAMPS SNALL BE 5%. THE MAAMUMALLOWABLE SLOPE OF AC<. LEROUTE AT CURB RAMPS SHALL BE 7.SIN 4 ENTOBSTAOEIN ACCE59B1£ROuiE pE. HYDMNT UT111TYrvM.TH. WELLS SIGNS, ETC). 5 CUPIR TREkTMENT VARIES, SEE FILMS FOR CURB TYPE ND-AACENi PAVEMENTS SHALL BE GRAD. LO PREVENT PONDING. ON rn lE%CLUDNG CURBING) A s' x 5' PASSING 9. APFA�SHAIL BE RRDVIDMAT INTEEER 1 NOT iO E%8MG FEET. 9' INDICATED ON THE GRAWPNGS ToBEMGTPLIEO AHOWEfKIXBRi WHERE VERTICALCURBING IS 0. DETECT ABLE-RNNG55HALL CONTRAST VISUALLY WITH ADIONING SURFACES. tl. DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE. Accessible Curb Ramp (ACR) Type'D-D' via N.T.S. Source: VHB WIN AREA OF COLORED SUIIFACE- �� nnMFR� 1` 1 NG Ep 11 m. SEE NOTE 9. y,. Er MN / 1-01, 11 �f/ t'L-94-oY133"OYPJ' CLAN NEWT (PROFlID 7ONSAR �OOM6 'pMENSI0N5 ARE TER NOTES 1. CNNMUMALLOWABLE SWOVALKANDCLIRB RAMP CROS55LOFE9 HALLBE I.S(1% 2. NMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EKNUDING CURB RAMPS SHALL OWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS HALLBE 7.5%. 4 A�SIMUM OF3FEET CLEAR SHALL BE MAINTAINED AT ANY PERMN%T.1IITANE IN A SIBLL ROUTE p.E.. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC)- 5. III- ENTVANES SEE PINS FOR CURS TY➢E. MP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDINGSECT. qOpNE P SECTION CONLES�TCLL'CIION. B N59ZAIG 0.A EAS S=INg11BE PROM 0SATTINTEER-INOT ENC 3M FEEiING)AS'e5' 9rRBINATISIN MWTM OANTIMWMGUTS ILEA ALLED HD -FLUS.,CX T SUALLY WTH-IIINIG SURFACES. ll. DETECTABLEWARNINGS HALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBUE ROUTE Accessible Curb Ramp (ACR) Type'1-D' 1n6 N.TS. Source: VHB ED_5DS rT- �T�t rS iJw ......... I AMERISTAR° Fence Detail (4' height, Black color) (PLAN SNO TTRUKAkTSD DOME Ann NOTES IDIMENSIONS ARE CENTER TO CENTER THE MAAMUM ALLOWABLE 2D 1 AND CURB RAMP CROSS SLOPES HALL BE 1.5(EN MM ). 2. THE UM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS HALL BE 5%, 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS HALL BE 7.SS, 4' A MINIMUM HYDRAOF 3FEMVLEAMS,TAAL. BE MAINTAINED AT NY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE. SEE5 CURB TREATMENT VARIES, PLANS FOR NRB TYPE. 6. RANE IRS AND ADJACENT PAVEMENTS HALL -RAGED TO PRENNT PONDWG. SEE TYPICAL SIDI1EBILNEALK SECTION MR RAM pP CONSTRUCTION. 9 VEREACC SDm ATMTERVWALHLfSSOTTAOBIX&MWDWWH�IVF FLUDPIG CURBING) A 5' x 5' PASSING AKA 9. INDICATED ON THE NRAWiNGS TO ER Bf MSTALIfO AND SETFEEkT��T WNDtE VERTTUL CURBING IS EE DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH MOWING SURFACES. PEAPENDINUR TO THE ACCESSIBLE ROUTE. l2. CONTRACTOR TO SUBMIT R FI. FOR THIS TYPE O F ACCESSIBLE CURS RAMP FOR APEX ROADWAY CROSSINGS Accessible Curb Ramp (ACR) Type'E-D' 1/16 N.T.S. 5ource: VHB LD_504 ,rl35' VD PJ• (PLAN NEWT IPROFLLE TRI N ATID B NOTES IGMENSIONS ARE CENTER TO MIER 1 (HEMI-UNI ALLOWABLE SIDEWAIK AND CURB PNNP CROSS SLOPES SHALL BE L5 2_ THALLABNE MUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING NRB RAMPS 3 IN MAAMUM AU.IW R_EEgSLOPPELOr AtCCCEESSIABILE ROUTE AT CURB RAMPS SHALL BE 4' ACCESSIBLE ROUTE U.E. HYOMNTS�UIIIITY COLESETREE WELL5.51CM5El BSTACLE IN 5. CURB TREATMENT VARIES. SEE PUNS.R CURS TYPE. 6. RAMP CURE AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDNG. 7. SEE TYPICAL SIDEWALK REGION FOR RAMP SECTION CONSTRUCTION. B PASA59NG AREA SMALL BEWAGEDFT INT%5VAL5 NOT LOIXCEEE 200 FEETNG)A5'x 5' 9' CCIIIBWGTS INDICATEOONTHE DRA NNGSTOBEM AILED 11 SSE ILUSN, RAST VISUALLY WTH ADIOIWNG SURFACES. ' ROUTE EWARNING65HALL BE wnALLED PERPFNOINIAR TO THEACCESSISE Accessible Curb Ramp (ACR) Type'J-D' lie NITS Source: VHB LD 509 E O V s 00 14 �Of 0 vhb 401DX Dr Building 100 Suite 200 South Burlington, Vr 05403 802.497.6100 Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont AppM Local Permitting May. 08, 2017 Not Approved for Construction C-7.03 �13 22 Pr.,HN- 57846.00 VA�hbv, jAve Hr tA57846 00 HTNND H-Mart P1 .=TA=m\1dVP1UD t\57846 00-oTaw9 E O Ao ,aE C ED / E TRUNCATED SE NOTES TRU •°° � Es -- i _. v,' uv MAx. 235 mPr a• SPAN VIEW IPRDRLE ED OWES NOTES 'DIMENSIONS CENTERTTO CErvreR L (1ENVUBMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 15 K MIN2. THE MBES%M ALLOWABLE SLOPE OF ACCESSIBLE ROUTE IXCLUDING CURB RAMPS SNALL3TH E MAKIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 4. A MINIMUM OF 3 FEEL CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE RE. HYDRANTS, URIm POLES, TREE WELLS, SIGNS, ETC.). 5. RB TREATMENT VARIES, SEE PLANS FOR CURB 7 MP 11 AND All -IT PAVEMENTS SHALL BE GRADED i0 PREVENT PONDING SEE TYPICAL SIDEWALK SECTION FOR PAMP CONSTRUCTION. B PGL BFRPOVDE5DAi1NiERVALLSDNOTTO E%CEEE NO FFIEEETIAS'x 9, alMINATECUMING fOTHERTHANVEARGLCURONG,-ICHSHALLBESETFLUSHI WHERE R ABUTS ROADWAYS. 0. DFACES LL ECABLEWARNIN.1 SHALLBEINSDALT1 PERPENDICUHAR TO AC SUCESSIBLE ROUTE Accessible Curb Ramp (ACR) Type'K-D' 1/16 N.T.S. IN,- VHB LD SIG q b RITE PAINT CA W � Q RED 2 )SEE s1Rmi PRAM OY V v 9 b PAINTED Q� - b D (_� NE Z4 OP i WHITE AIN 4 WHITE PAINT mPI �E LANE NOTES 1 PAW TMARKINGSTOBEIN SITE WORK IN LOCATIONS SHOWN,LLED FOR ON Painted Pavement Markings - On Site 1/16 N.T.S. Source: VHB LO 554 STAPLE IP' I SOT. PI ll. N CENTE �s CENTER APLES 12 6 LOAM Bt �-nERn MM \ I" N11N.1 1' HA )MIN.) TYPIAL -LEI NO 1GAUGH WIFE NOTES 1. APPLY TO SLOPES GREATER THAN 3H'.1V OR WHERE NECESSARY TO AID IN ESTABLISHING VEGETATION. 2 APPLY TOP SOIL, FERTRDER _UME AND SEC PRIOR M PLACING MATTING. 3. STAPLES ARE TO BE PLACED ALTERNATELY, IN COLUMNS APPROXIMATELY 2' APART AND IN ROWS APPR ATELY 3- APART MATELY 175 STAPLES ARE REQUIRED PER 4'425ROLL OF MATFNAL AND 125 STAPLES AM REQUIRED PER 4'x15V ROLL OF MATERIAL. 4 DISTURSEDAMAS SHALL BESMOOTHLYGRAND. EROSION PREVENTIONAND SEDIMENT CONTROL MATERIAL SHALL BE PLACED LOOSELY OVER GROUND SURFACE, DO NOT STRETCH AND ENSURE CLOSE CONTACT WITH THE GROUND SURFACE. 5. ALL TERMINAL ENDS AND TRANSVERSE LAPS SHALL BE STALED AT APPROXIMATELY I2 INTERVALS. 6. BEGIN AT THE TOP OF BANKET INSTALLATION AREA BY AN-PENG BLANKET IN A6 TO 12 DEEP TRENCH BACKFlLL AND COMPACT TRENCH AFTER STAPLING 7. ROLL THE BLANKET DOWN IN THE DIRECTION OF THE WATER FLOW. e THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. A OVERLAP WHERE 2 OR MORE STRIP WIDTHS ARE REQUIRED. 9 WHEN BLANKETS MUST BE 5PUCED, PLACE UPPER BLAN YET END OVER LOWER END WITH I2")MIN) OVERLAP AND STAPLE 10. METHOD N OFNSTALLATIONSHA BE AS PER MANUFACTURER S RECOMMENDATIONS. Erosion Control Blanket Slope Installation L/16 NJ S. Source: VHB LD680-VT (PLAN VIEW (PROFILE) TRUNCATED DOMM DIMEN [ TO CENTER NOTES 1 THE MMMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE I.S(11 MIN2. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALLTHE MAXMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CUFE RAMPS SHALL BE 7. 4 3FEETCLELRSHALLBEMANTNNEDATANYPERMANENTOBSTACLEIN AJUSSIBLE ROUTE B.EPOLES, .,HYDRANTS, UTILITY ES, TREE WELLS, SIGNS, ETC.). 5 CURB TREATMENT"""' SEEPLAN S FOR CURB TYPE. CURB AND ADIA<ENi PAVEMENTS SNALL BE GRADED TO PREVENT POINTING. SEE TYPICAL NDEWALK SECTION FOR RAMP CONSTRUCTIOfN. B. ASSING AREASSNALL 9L IF-CED5A5T INTERVALS NOT i0F5..XCEE03W FEETNG)AS'x5' DETECTABLE WARNINGS SHALL CONTRAST VISUALLY PITH ADIOINNG SURFACES. 1 REUEEABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE Accessible Curb Ramp (ACR) Type'L-D' 1/16 N.T.S. Source: VHB LD 511 ACE DO NOT PAINT PLUSH LICURBFSTORE CURB PORTION OF ALONGF NTYELLOW ACCESSIBLE CURB RAMP '0.OPLANS FOR LIMIT FIRE•LANE FRCS J°. YELLOW STRIPE WOE YELLOW RTPEAi 45-TO C CURB 03OC. IIYP) lI WIDEWHITE STRIPEmPI - --fir-� MAX. SLOPE 1.5%-� EDGE OF -_�2' GEAR TIP) TRAVEL LANE-., B"(iYP) NOTES 1. TWELVE INCH (12'1 LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINAEONOFLINES(TWO 61NCHUNES)WLLBEACCEPTE). 2. LONGITUDINALC 11-LKUNESTOBEPAAALLELTOCURBLINE. 3. LONGIiUMNALCROSSWALK LINES TO BE THE SAME LENGTH AND PROPERLY ALIGNED. 4, CROSS WALK EDESLOPE SHALL NOT EXCEED I 5, THE WORDS"NOPARKNGFIRELANE" SHALLBPAIN E TED ON THE PANEMENTIN N LETTERS IN 3 LOCATIONS ALONG THE FRONT ORNE NSLEADJACENT TO THE FRONT SIDEVAkLX (SPACED l50' O.C.I. R STALMED ESTRIANCROSSWALKS SHALL BELOCATELATTHEFPONTDNVE AISLE FROM THE FRONT SDEWPLK TO THE ACCESSIBLE PARKING SPACES. Crosswalk and Fire Lane Striping 1/16 N.T.S. Source VHB LD_SS6 RY THE TOP INCHES OR 'TAPLES IN INCHES DOWN B. TAMP T I TRENCH FULL OF SOILSECUREWTHROWOF STAKES, 6 INCH SPACING 4 END OF THE JUTE STRIPS IN A TRENCH 6 MORE IN DEPTH. SECURE WITH ROW OF VERTICAL TRENCH WALL 61NCH SPACING, 4 FROM TOP OF TRENCH 4 + N ESO WN OM THE TRE4w B 6 L 616 _= 1t t B _ h' y -.A 6 C. OVERLAP-BURVERFERENDOFLOWEt STNCHE IN vERLAP NDOFT E OP STRIP4NCHES � Y /7 1 -Y . Y - 1 AND STnPIE. LDD-TESUNEDIN SLIT TRENCH 'NOTAMPED: DOUR IOW \\ OF sinvlES�A _ JUTE - _ -- - \\ \� �� TWO NCH OVERLAP OF STRIP WHERE OR MORE STRIP WIDTHSAREREQUIRED. IB INCHSTAPLE ONCENTER \ \\ . OUTSIDE EDGE 2 FEET OVERLAP_ ON CENTER. WIDTH -� NBES O. 11 INSTALLATION 'HILL BE AS PER MANUFACTURER 5 RECOMMENDATIONS GAlIGE1WRE Erosion Control Blanket Swale Installation 1/16 N.T.S. Source: VHB LD 681 i NCATEDDOMESS !/Y R AREA OF KFACE ARD P.A. / BE NOTE 9. me mvr (PLAN vm (P(PROFILE,TR 17WNGT50 DOME NOTES INNIENSIONS ARE CENTER TO CENTER I(1%MINM).MUMALLOWABLESIDEWALKANDCURB MPCROSSSLOPESSHALLBEI5 2 SHEMAX S%M ALLOWABLE SLOPE OF ACCESSIBLEROUTE EXCLUDING CURB RAMPS HE E THE AKNUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 4 INMACICESSIBLEFROUTE LIE HYDRAANNTS, UT PDLEE, AT WELLS SIGNS ETC)) 5. NRB TREATMENT VARIES, SEE PLANS FOR CURB - CEN PAVEMENTS SHALL REGRADED TO PREVENT POINTING. . SEE TMCAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. �G' B WHEp E�A<CESSIBIE SHP�LLEBE VRONSOETHAN iNiERVA15 NbT TOUIXCEED D.,6AI LNG AREA 9 ERERABULSROADWNYSTHAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) D. DETECTABLE-ININGSSHALLCONTRASTVISUALI-HADJOINNGSURFACES. 11 DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE AIDESSIB LE Accessible Curb Ramp (ACR) Type 'M-D' L/LG N.T.S. Saone: VHB LD_ 112 ET4A'KE X oH''ppv"R -�D"E EQuu �\ 4 SILT FENCES }„ WORK AREA Itl In �W In TECTED MPAETED R�R� SOIL TOP OF\ Ill UNDISTURBED GROUND GROUNDS ITANUE 6' IMN 1 EMBEDMENT 1 r 11 1 ALONGTPENCNAWAY g A-..".' STP➢LL FROM PROTECTED ARG wood Stela BACKmLAND COMPACT- )omt DliLLI NOTES 1 WOVEN CAFE FENC HENFORCEMENT IS ONLY REQUIRED WITHIN IW FT UPELOPE OF N 2. WHERE REQUIRED FENCE SHALL BE WOVEN WIFE MIN, I4 GAUGE WITH 16°MESH OPENING SHALL SE USED. 3. FILTER CLOTH SHALL BE EITHER FILTER %MIRAR LOOK, 5TABIUNKA T140N OR APPROVED EQUIVALENT. 4 �OSOR WIRE BACKED FENCE SHALL BE 10 FT. MAX FOR FILTER CLOTH FENCE EN ELONGATION IS a50%, POST SPACING SHALL NOT EXCEED 4 FT, FOR FILTER CLOTH FENCE WHEN EONWTION IS <50%° POST SRACNG SHALL NOT IX EED 6 FT. 5 WHEN TWO SECTIONS OFFILTENCLOTHADIOIN EACH OTHER THEY SHALL BE OVER LAPPED BY 61NCHES AND FOLDED. 6. PREFABRICATED UNITS SHALL BEGEOFAB, ENNROFENCEORAPPROVD) EQUNALENT. 7. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHES HALF OF FABRIC HEIGHT. Silt Fence Barrier I/LG N.TS. Source: VHB LC 650-VT SITE 4D (MIN_) b E s, PLAN NEW SITE 4D RAN) e' MIN. PAVEMENT 1 1 FILTER MOUNTABLE BERM FPBNC STONE CROSS-SECTION NOTES L. STONE SIZE: USE I TO 41NCHE NANETER STONE OR REOPIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH: NOT LESS THAN 40 FEET. 3. THICKNESS', NOT LESS THAT a INCHES. 4 WHOTH-WI LYE(12)FOOTMIWMUM,BUTNOTLESSTHANTHEFULLWDTHAT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. GEOTEttRE'. MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. 6 SURFACE WATER. ALL SURFACE WATER FLOWING OR OrvERTED TOWARD CONSTRUCTION EKES SHALL BE FIRED BENEATH THE OUT IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE T. MAINTENANCE ',THE EXT SHALL BE MAINTAINED IN A CONDITION WINCH WILL REVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS OF -WAY MUST BE REMOVED IMMEDIATELY. B IS REQUIRED IT SHALL BE DONE ON AN AREA STABNZED WITH STONE AND WHICH DRAINS IN PN APPROVED SEDIMENT TRA➢NNG DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT REQUIREMENTS. 1 CONSTRUCTION E SHALL BE REMOVED PRIOR TO FINAL FINISH MATERIALS BEING INSTALLED Stabilized Construction Exit vlG N.T.S. Saurce: VHB LD 682-VT \ \ 24" ON COJTER " WIDTH 4s° PPAINTED WHITE aLUEsaD- M.SrANT ABN LI-FANL) BIMINIDETAIL rya IDTH wHiTETH EPARIONG NOTES I. ALL DIMENSIONS TO EDGES OF 4" PAVEMENT STRIPING. 2 H STILL WpTAG H R�EFEQRS TO 8' R BETWEEN INSIDE EDGES OF PAVEMENT M • 3. ALLSLOPESTHROUGHOUTTHEACCESSIBLEPARKINGANDNSLE ■-CUROUNE •rVF) RAIN) XI -2.YI CURBLINE e�1 NOTES 1 COMSINATIONOFUNESmlO� INO 61NCH LINES) WILL BEACCEPTED. 2. LONGRUDINALMOSSW MUNESTOBEPAMLLELTO CURBLNE. 3 ALL LONGITUDINAL CROSSWN.KLINESTOBETHESAME LENGTH AND PROMILLY-NET. 4. CROSSWALK SIDESLCPE SHALL NOT EKCEEC IBA) Accessible Parking Space 1/16 Crosswalk 1/16 N.T S. Souse: VHR LO 552W N.T.S. source: VHB LD 553 COMPOST FILLED SILTSOCKU'7 2" K 2" WOOD $TAKE PLACED IO'O C.� 4F AREA FLAW IODEGRADABLE MESH NETTNG-, N III SUPPLEMENTAL SM i ATERIAL I IILPROTECTED /�/� AREA.-. 2 IIPE NOTES 1. SILTSOCK SHALL BE FILTREXX SILTS- OR APPROVED EQUAL. 2. 51LTSOCCS SHALL OVERLAP A MINIMUM OF 121NCHES. 3. SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. A.COMPOST MATERIAL SHALL BE DISPERSED ON SITE AS DETERMINED BY THE MGNEEA S. IF NON BIODEGRADABLE NETTINGIS USED THE NETTING SHALL BE COLLECTED AND DISPOSED OF OFFSIDE. Siltsock - Erosion Control Barrier L/LG NTS. $ N,R:VHB LD650 S S V 0 mm lib 401DX Dr Building 100 Suite 200 South Burlington, Vr05403 802.497.6100 WIFE SCREEN-CONCREre0IDC1 GRAVIL -FILTER T GRAVEL VE P RALy OVERFLOW. _-WIRE SCREEN ER RUN-FI WATER / WITH GATE WITH BE // FILTERED WATER SEDIMENT J NOTES 1, LAY ONEBLOCKON EACH SIDEOFTHE STRUCTURE ON ITS SDEFORDEWATERING FOUNDATION SHALL BE 2" MINIMUM BELOW THE REST OF ME INLET AND BLOCKS SHALL BE PLACED AGAINST THE INLET FOR SUPPORT. 2. CONCRETE BLOCKS SHOULD BE PLACED LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET. THE ENDS OF EACH BLOCK SHOULD BE ABUTTING. THE HEGHT OF THE BARRIER GN BE VARIED DEPENDING ON THE DESIGN BV STAOONG VARIOUS COMBINATIONS OF DIFFERENT SUED 0LOCK5, THE BARRIER SHOULD BE MINIMUM OF 12INCHES HIGH AND A MAXIMUM OF 161NCNB HIGH. 3. DVl CLOTHORII-WIRE MESH SHOULD BE PIACEDOVERTHEOPENINGSOF THE BLOCKS AND EMENDED AT LEAST 12INCHES AROUND THE OPENING TO PREVENT AGGREGATE FROM BEING TRANSPORTED THROUGH THE QMNNGS IN THE BLOCK A. CLEAN STONEORGMVELWTOEENWA.METFRPIACED2"3ELOWTOPOFTHEBWM ON A 2H'.IV SLOPE OR FLATTER. 5. AI FOOT THICK LAYER OF FILTER STONE WILL BE PLACED AGANST THE 3"STONE. 6. MAXIMUM DRAINAGE AREA PER SEDIMENT TRAP IS I ACRE. BLOCK AND GRAVEL DRIP IN LET SEDIMENT PETER SHALL BE CONSTRUCTED IN PAVED AREAS. Lake Champlain Block and Gravel Drop Inlet Sediment Filter (Paved Aaws) Marketplace IN IS. Source: VHB LD_676-VT 935 Shelburne Rd. South Burlington, Vermont A,. I nL 4 � II Fl ovER1AP I -SECURE FAeIUc SETON CONTROLWITH OR 90N ` FILTER STAPLES FABRIC NON WOVEN I GEOT- E fLTER FABRIC I I I 10'IMIN 1 FILTER FABRIC I (OR APPRORC VED �HOSE CLAMP n I Q DISCHARGE HOSE K WOODEN STAKES, STAKED BALES 2PER BALE - DISCHARGE HOSE PLAN NEW FILTER FABRIC (MIRAFI 140N OR APPROVED EQUAL) SECURE HOSE -DISCHARGE HOSE SCH DIARGE - CROss-sEmoN NOTES 1 1UMIIR11 BALES MAYVARYDEPENDING ON SITE CONDITIONS. 2 THE BASIN TO BE SUED i0 PREVENT DISCHARGE WATER FROM Dewatering Straw Bale Basin I/IG N.T.S. Source: VHB LD_690 NOTE. OMIT ONE DISCHARGE HOSE PER BAG PLAN VIEW NON TEXTILE VEIN O'IMIN.1 -HOSECLAMP GROUND GPUOSMEP DISCHARGE R°F/ItERI NE W CROSS-SECTION I FILTER FABRIC NOTES 1. BAG TO BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. Dewatering Filter Bag 1/16 N T 5. Source: VHB LID 691 D 9•KA 6r cnxL.eM CJHR AS PBS Local Permitting May.08, 2017 Not Approved for Construction Site Details (4 of S) 57846.00 V\,hb\prIjA' e 1OItA57546-00 HNnnarord K- t PI —A dAmAPlU,s \5784e.00-DT.d, i ROUNDED CONCRETE CAP / ttHC4L SIGN / -CONCRETE ELL j —2l4" DA. STEEL POST %. (PAINT CDLOR RUM WITH BY AROUTECn CONCRETE, ED OR SELECTED BY V OWNER7ARCHITEC7 PAINT PRIME AND FWRH FKTERIOR METAL SURFACES. suaracE TREATMErvT vnaIS IaNDsuPEo AaEA L - W % N- DA. CONCRETE ENCASEMENT T n COMPACTED GRAVEL -�--CONCRETE SUPPORT COMPARED SUBGRAOE x THIS DIMENSION SHALL BEA MINIMUM OF S'FOR ACCESSIBLE SIGNAGE xx THIS DIMENSION SHALL BE A MAXIMUM OF B'MR—ISSIE 9GNAGE Bollard I/I6 Sign Post - Type 'A' N.T.S. Sourt<: VHB I D 700 NTS. Source. VHB 11 PSI —ENT CONCRETE(iWEB) 6%(1%1) AIR ENTRAINED .E55 wA ROP Y ITNCRETE INOUS PAVEMENT 12 OMPACTED GRAV L COMPARED SUBGRADE NOTES I. SUE OF COMPACTOR PAD TO BE AS INDICATED ON PLANS. CINSTRUCES) IONTSSHALLBESPACEDNOMOUTHAN30FEETDN ENTER AND SHALL BE EQUALLY SPACED OVER THE LENGTH AND WIDTH OF THE PAD. PLAN NEW NOTES I. REFER TO PUN FOR ACTUAL DIMENSION, Compactor Pad ln6 Dumpster Pad w/ Enclosure NTS. SONrfe: VHB HI.V LD 712 NT.S. Source: VIIB TYPICAL SIGN IRIS DIMENSION SHALL BEA MIMMUM OF S'FOR ACCESSIBLE e 9GNAGE. x THIS DIMENSION SHALLBEA MAKMUM OF B' MRAC-SNIE 9GNAGE ii 175 POST %1T51 / GROUND SURFACE A- ANR SLEEVE D25��225") ETANCHOR R ''I FAITH INSTTU- HOLE DIAMETERA, CONCREIERYPE01 BOTH.W1s°AYS �CONLRETE 6%(15%xI AIR ENTRAINED // ICENTEREDI / PAVEMENT e COMPACTED GRAVEL- ��- MPACTED 1 5 BGFADE NOTES 1. MEOFPADTOBEASINDICATEDONFLANS. 2 CENTERAN05HALLBEEQUALLYSPPACEDOVERTi EEENGTHICED 3ANDD ON `MDTH OF THE PAD. 1/16 Sign Post - Type'B1/1N Dumpster Pad LD7D1 NTS. Source. VHB LD 102 NTS. FQ< W ill r- DETENTION BASIN ACCESSCOVERABOWDYPOFN Rg F SAND FLLTER ' Ds% WATERQUALITY VOLUME) \--BAFFLE LLABOVE TOTRAPFLDATABLES PLAN a Ln6 Subsurface Sand (D 714714 NTS. Vault ENISHEO GMDE ELEV. - VANES ....— TIP 11 aEv Yiess'-----�� HOPE BN) STILUNG BARNWEIRALL ELEV 171'—�_ DETENTION BASIN VKS WALL STONETOP OF EV TOP OF SAND ELEV. IBB25 TIP FSTONE EV 75 CEN'RAEN LLE Source: VHB CEMENT mvz m EIC /AIR ENTRAINED 1 x4111 BOTH WAYS fi- - — / ------ ----- -III}}III - COMPACTED --- COMPACTED SLIGRADE NOTES I. SEES OF PAD TO BE AS INDICATED ON PLANS. 30 FEET ON CENTER AND SHALOL BE EQUALLY SPACED OVER THE LENG HAND WIDTH OF THE PAD. 1/lR Loading Dock Pad Source: VHB 11) 710 NTS VHB NOTES 1. VAULT SHALL BE DESIGNED MR H-20 LOADNG / STBLUNG WEIWALL SIN R ELEV.= 1e7.7 DETENTION BASIN -- - III HOPE ENI WEIR WALL AfV =1872' D �21' HOPE(ouT, FABRIC-3"AASHTO R57—HE'ELEV.=10E0' --... �.DRADPIGE STONE LE' CONCRETE SAND DRAINGRGES ,'AARHM#57WAR1 D TONE Pvc mun w SECTION A CAP D 2 CNN B1'DOR -6" THICK PRECAST CONCIETE CHECK DAM i ryl CHECK SAM ELEVATION VIEW 1 LOOKING DOWNSTREAM 6" THICK PRECAST CONCREFE CHECK DAM b tz GRASS CHANNEL LOOKING UPSTREAM AT CHECK DAM B ROUNDED STONE -. / RECAST CONCRETE CHECK DAM CHECK DAM PROHLE Precast Concrete Check Dam HIS Source: VHB E O V .a L vOhb 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Lake Champlain 05/17 Marketplace 10 yr 935 Shelburne Rd. South Burlington, Vermont D by C1H/TAS �sxPBS Local Permitting May. 08, 2017 Not Approved for Construction C-7.05 M 15 22 57846.00 Plant Maintenance Notes 1 CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS AND PLANTINGS. NO IRRIGATION IS PROPOSED FOR THIS SITE. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS AND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. WATER SHALL BE PROVIDED BY THE CONTRACTOR. 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON, WHEN NATURAL RAINFALL IS BELOW ONE INCH PER WEEK. 4 WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT. 5. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR GUARANTEE PERIOD. CONTRACTOR SHALL TURN OVER MAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THAT TIME. I I 1 I 1 I IIt 1 II I I I 1I II II 1 i I I�, I III 1 I I I I 1 I I I I h� WW Y� RQ �o WZN W �LUgNN W amunm- W. 0 LL. FZ LL II Z o VVl � LL LL LL F 0 Qm7 m a9 lzx IL C3 W W z - Fa W > UO 0 Z Z LU Om �w _O LL N p LL F W Zp C n LU W ENLARGEMENT SHEET L-1.02 Planting Notes 1 ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. 3, NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. 4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE OWNER'S REPRESENTATIVE. 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. 7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY CITY ARBORIST AND LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. 8. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE'AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. 9 ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. I& AREAS DESIGNATED "LOAM & SEED' SHALL RECEIVE MINIMUM 6" OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE PROTECTED WITH EROSION CONTROL FABRIC. 11, ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S REPRESENTATIVE. 12. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION. 13. THIS PLAN IS INTENDED FOR PLANTING PURPOSES, REFER TO SITE / CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. L PLANT -SCHEDULE DECIDUOUS TREES gn' BOTANICAL NAME COMMON NAME AF 13 Acer fmomanii'Sienna' Red Maple BN 9 Bawls, nigra River Birch GB 30 Ginkgo hill 'Autumn Gold' Autumn Gold Ginko GTM 15 Gleditsia triacanthos'Moraine' Moraine Honeylocust GTS 14 Gleditsia triacanthos -Shademaster' Shademaster Locust PC 19 Pyms calleryana'Chanticleer' Celery Pear UM 4 Ulmus americana'Princeton' Princeton American Elm SHRUBS grY BOTANICAL NAME COMMON NAME CS 28 Cornus serices'Isanti Red Twig Dogwood VINES CITY BOTANICAL NAME COMMON NAME PD 69 Parthenocissus tricuphata Boston Ivy PERENNIALS Qry BOTANICAL NAME COMMON NAME HS 3,508 Hemerocallis x'Stella de Oro' Stella de Oro Call SIZE REMARKS 2.5 - 3" CAL B&B, 6' Min. Branch Ht, Single Stem 2 - 2.5" CAL B&B, 6' Min. Branch Ht 2.5 - 3" CAL B&B, 6' Min. Branch Ht 2 .5 - 3" CAL S&B, 6' Min. Branch Ht. 2 .5 - 3" CAL B&8, 6' Min. Bench Ht. CAL B&e, 6' Min. Branch Ht 2.5 - 3" CAL B&S, 6' Min. Bench Ht SIZE SPACING 24-30' Wide 60" o.c. SIZE SPACING 3" Pot 49" o.c. SIZE SPACING 1 GAL. 19" o.c. E 0 V r v hb 40IDX Dr Building 100 Suite 200 South Burlington, V r 05403 802.497.6100 0 20 40 80 Feet Lake Champlain Marketplace 93S Shelburne Rd. South Burlington, Vermont v.�.b May 08, 2017 Not Approved for Construction L-1.01 16 22 57846.00 E 0 V s a 1 401DX Or Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 7 1 PROPOSED HANNAFORD SUPERMARKET EXISTING SHOPPING CENTER EXISTING BUILDING TO BE RENOVATED FACADE TO BE RENOVATED -- LIGHT GREY CONCRETE (TYP.) ALL CONCRETE TO BE FINISHED ' --DARK GREY INTEGRRR��L WITH MEDIUM BROOM FINISH If i --- PICNIC TABLE / COLOR CONCRETE P.) AND SAW CUT JOINTS GRANITE BOLLARDS (TYP.) TRASH/RECY LE 1i RECEPTACLES (TYP.) '`BENCH 1 CANOPY LINE --, (TYP.) - , BIKE RACKS —. i TREE GRATE (TYP.) � � 1 N3 J V rt1/ ` � —BIKE RACKS w� _ I • - — •, n ■ ■ m - r m - } _ZFN: - -- PAINT TO IDENTIFY I � PEDESTRIAN ENTRY (TYP) I I R7-8 R7-8 R7-8 R7-8 NTINUOUS PLANTING I -^ i ENCH (TYP, ISLA �I BUILDING FACADE ENLARGEMENT GRASS CHANNEL ENLARGEMENT 0 10 20 40 Feet Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont b MPH May 08, 2017 Not Approved for Construction Planting Plan Enlargements 57846.00 PLANT SPAaNG PLANT SPACINGCA-) ROW SPACING ("B') 61N. O.C. 51N. O.C. 8 Ot O.C. 101N. O.C. 71N. O C. 8%IN-O.C. �t m 6pq� 12 IN. O.C. Loy, 15 IN, O.C. 3 INOC .00. N 18 IN, O.C. 161N, O.C. 2' MULCH FINISH GRADE PLANTING SOIL CONTINUOUS IN BED UNDISTURBED OR COMPACTED SUBGRADE Perennial and Ornamental Grass Planting 1/16 N.T.S. Sources VHS LID 618 0 v a L ltm / / - HARDWOOD STAKES OR DEADMEN (TYP) NOTES hb 1. STAKING 6 NOT REQUIRED FOR TREES TREE - TREE PIT UNDER 3' CALIPER FOOTBALL -- TREE TIE 40 1DX Dr Building 100 Suite 200 PLAN TRUNK -NYLON TREE TIE WEBBING 5OU111 Burlington, VT 05403 g (LOOSELY TIED) 802.497,6100 PAINT TOP 6' OF STAKES ORANGE OR REFLECTIVE RED TAPE - 2 X2'XB HARDWOOD STAKE (2 STAKES PER TREE) l (PLACE WITHIN F OF ROOTBALL) - TREE SHALL BESET PLUMB, AFTER SETTLEMENT - TRUNK FLARE SHALL BE COMPLETELY EXPOSED. SET 2' ABOVE THE ESTABLISHED i 3' MULCH CIRCLE FINISH GRADE ' - 3' BARK MULCH, DO NOT PLACE MULCH WITHIN 3' OF TRUNK - SLOPE TO FORM 3. 3' HIGH SAUCER M PLANT BACKFILL MIXTURE UNTIE AND CUT AWAY BURLAP FROM 35 OF ROOTBALL (MIN.); ..- IF SYNTHETIC WRAP IS USED, - REMOVE COMPLETELY _ SIT ROOTBALL ON EXISTING HOLE - THREE TIMES 0.00TBALL DIAMETER UNDISTURBED SUL OR ON _WITH SLOPED SIDES / COMPACTED SUBGRADE Tree Planting (For Trees Under 4" Caliper) 1/16 N.T.S. Source: VHB LD 602 DRIP UNE TREE TRUNK EXCAVATE SHRUB BED TO TOP OF ROOTBALL l INCH Lake Champlain REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE WITH SPECIFIED SOLL MIX. SOIL MIXSHALL BE CONTINUOUS Marketplace WITHIN EACH SHRUB BED SLOPE TO FORM SAUCER / 935 Shelburne 3• PINE BARK MULCH I Sou Vermont South Burlingtonn,, DONOTCOVERSTEMS ORTRUNK - PLAN +PP� .�eih��Ve � 9►.3'&�rY / Z SIT R0OT.1- ON EXISTING HOLE UNDISTURBED SOIL OR ON (THREE TIM E5 FOOTBALL DIA. COMPACTED SUBGRADE WITH SLOPED SIDES) - UNTIE AND ROLL BACK BURLAP FROM %(MIN.) OF FOOTBALL IF SYNTHETIC WRAP IS USED, REMOVE COMPLETELY. NOTES 1. LOOSEN ROOTS AT THE OUIER EDGE OF ROOTBALL OF CONTAINER GROWN SHRUBS. Shrub Bed Planting 1/16 N.T.S. Souris: VHS LD_601 PLASTIC ICE(IYP) ELEVATION '—(3)EQUALLY SPACED TIES (TYP ) NOTES 1. INSTALL TREE PROTECTION FENCE AT THE DRIP ONE OF EXISTING TREES TO REMAIN. Tree Protection Fence 1/16 N.T.S. Source: VHS LD_ 610 �,ua,O1 May 08, 2017 Not Approved for Construction Planting Details L-2.01 18 22 57846.00 •, a Bicilinea Product Drawing landscapeforms• Bike RaCk, ID I—. Embedded www.landscapdo—cm Ph: 800.521.2546 'SEE INSTALLATION GUIDE FOR ANCHORING RECOMMENDATIONS 1 P AND 11 ING REOU111111NTS. 13651 143/B B4 03 I l4" 115161 NYLON 59 5/a' SPACER 1151 IBD91 [601 5/9" 31 y7/8" 3 ItA" 1 01-3/e"K6- 05/6-'s-uT / GRADE 101-1— A I65mm1 1MI6 % 145mm1 MACHINED POST THREADED ROD 2 PLACES - 4 PLACES Dawi 61137411 Date. 5/24/2012 DPwniP 1wRi, I. —I —I ELEVATION L DRAWING INFORMATION PROPERTY CONTAINED HEREIN 6 THE PROPEROF LANDSCAPE FORMS, INC. CONFIDE MM INTENDED US F IS UMITED TO DESIGN PROFESSIONALS SPECIFYING LAN —PE FORMS, INC. PIIODUCTS AND THEIR DIRER WINES DRAWING IS NOT TO RE COPIED OR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF IANDSCAPE FORMS, INC 02012 LANDSCAPE FORMS, INC. ALL RIGHTS RESERVED. 2" X 2" PAINTED STEEL NOTES, POST, FLAT TOP 1. ALL RAILING COMPONENTS TO BE PAINTED BLACK. V. X }" PAINTED STEEL 2. ALL JOINTS TO BE WELDED AND GROUND SMOOTH. U-CHANNEL. 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR }" X }" PAINTED STEEL FENCE ASSEMBLY, LAYOUT AND ATTACHMENT TO PICKET 4" O.C. STEEL POST FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. 1" X }" PAINTED STEEL 4. ALL POSTS TO BE +I- 8' O.C. SPACING. U-CHANNEL. 2" X 2" PAINTED STEEL POST, FLAT TOP 1"X" PAINTED STEEL U-CHANNEL. }" X }" PAINTED STEEL PICKET. 4" O.C. 1"X }" PAINTED STEEL U-CHANNEL. CORE DRILL BLOCKS TO RECIEVE FENCE POST. INSTALL POST W/ NON -SHRINK EPDXY GROUT. GROUT COLOR TO MATCH BLOCKS. REDI ROCK WALL BLOCKS �j�1 RAILING - 42 INCH h SCALE 112" = V-0" d-railing-42inch.dwg Chase ParkO 6101 024 12541 010- OPENING a 7116111 _ HOLES FOR OPTIONAL ANCHORING - NONCORROSIVE MOUNTING HARDWARE NOT INCLUDED. 1521 1251 0' DRAIN HOLE I. dD BOTTOM VIEW I KEYED LOCK - DOOR LAICH 19851 RELEASE - 0 0041 3 3/4 1 11C` III. D 0 NON -MARRING GLIDES CCNFCFNTV4 DRM�, NFC%ANTION p3NTAT✓® F+101 S THE PPO EITTI' OF iNNOSY'AFE FORS. INC D N'IE, F USLES L,D L;UFSYIN H[Fk.S'S'gNV5 3E()YNU LANY,iTN'-FORMS. NC H[,YACT$AN] Il TFSi DFECT CLIENTS, DRAWING 6 NOT TO HE COPIED OR DISCLOSED M OTIETS WITHOUT -HE CONSENT J air- x. "I I Ch i 0 DNU6YN4.FOIMS.NO 02D1,, LAN(YrW I}VISIT. INC -LEG}R.3 rE:ENID Towne SquareTM backed 8-1- 70' Lelvgn,. V&L" I Steel SbDr Oat '4o DYK Po FIHBGI.vdn,ySLldaca 1,4D 1 all "1 15,117,20 D rt,J> lNa^nnU nl 0n- e v 1-, 9. i 'b11; Ll [27' T' STEEL PANEL 1TJ62L �I P�T�Y� PttrxN y i �. I nmi 01 1/4' 321 TUBULAR FRAME 18141 32' 7b l I7 33/4' S _ 16331 NON -MARRING 25' GLIDE i,C'NFDETILA-fni4rWJO PF: F4J,n IR;N C;;MPI.ED EFDN 5 TIF FxG'rRT� P LWDS^VFE FDRMS. hG NTN%fC fn KM N "ff F I MEl!'.f..LFS Tl,RM:: Nf. PIT'[AK'.TS ANl I-FIRDI CUENT' CRA AK, I:.IK)TIJHECO DOR D5CL05EDT00TIECVJtTHCUT'FECCINS=NT OF I Al C11PF F11F.P, N1, p)' D tppF ri Tit I IN';. N RKWTS FFSFRVFD, E 0 V d Jr 000 ��0 �#hb 40IDX Or Building 100 Suite 200 South Burlington, VT 05403 802,497.6100 Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont "PP4 MKW Mori —"MPH May 08, 2017 Not Approved for Construction Site Furnishing Details L-2.02 19 22 57846.00 \\v b\proj\Vermont\57846.00 Hanna d K-Mart Plaza\cod\Id\Pia t\57846.0O- 1.d g E 8 FIXTURE AND POLE SPECIFICATIONS Fixture A Manufacturer: Gardco Fixture: EcoFonn (ECF) Mounting: 1 Optics: 5 LED Wattage: 135LA-6470 LED Color: NW Driver: 700ma Voltage: 120-277v (Verify with electrical engineer) Finish: BLP Options: PCB Pole: PRA5-STB-25 Note: Pole is mounted on a 30" raised concrete pole base, final mounting height is 25'. Fixture B rManufacturer: Gardco Fixture: EcoForm (ECF) Mounting: 1 Optics: 4 LED Wattage: 135LA-6470 LED Color: NW Driver. 700ma Voltage: 120-277v (Verify with electrical engineer) Finish BLP Options. PCB Pole: PRA5-STB-25 Note: Pole is mounted on a 30' raised concrete pole base, final mounting height is 25'. Fixture C TManufacturer: Gardco Fixture. EcoFono (ECF) Mounting: 1 Optics. 3 LED Wattage: 135LA-6470 LED Color: NW Driver: 700ma voltage 120-277v (Verify with electrical engineer) Finish. BLP Options. PCB Pole. PRA5-STB-25 Note. Pole is mounted on a 30' raised concrete pole base, final mounting height is 25'. Fixture D rManufacturer: Gardco Fixture: EcoFoml (ECF) Mounting: 1 Optics: 2 LED Wattage: 135LA-6470 LED Color NW Driver: 700ma voltage: 120-277v (Verify with electrical engineer) Finish: BLP Options: PCB Pole: PRA5-STB-25 Note: Pole is mounted on a 30" raised concrete pole base, final mounting height is 25'. Fixture E Manufacturer: Gardco Fixture: Wall Sconce 121 LED Wattage: 16 LED Color' NW-G3 Driver: 700ma Finish BK Note. Fixtures are mounted approximately 12' high. Fixture F Manufacturer. Lumec Fixture: MetroScape Mounting: 1 Optics: LE2 LED Wattage: 35 LED Color: 4,000K Finial: FN10 Finish: BKTX Pole: RA61-12 o b.a b.o o. o •o.° o.o STATISTICAL AREA SUMMARY b ° b.° b.° b'°°'° a° b ° b ° b.o b a b.° ro.° b.° ISO -CONTOUR KEY b.a Grid Type: Horizontal Illuminance at finish grade. Grid Units: Footcandles b.o b.o b.o b.o0' b., b.o b.o °b Statistical Area ALv Max Min Avg/Min Max/Min o b.o b.o b., b., a.° b o .o o.o o.o' •.o b.o a b o bo b b. b b u b a �' b o b u o 1 Parking Lot 2.08 5.10 0.80 2.60 6.3$ ° b ° a b , U.o b b.o b.o b:D h o b o oboba b.o b.o b.o b. b"b.0 b.o b ° b.°bob 2 Circulation Road 1.76 4.90 0.70 2.51 7.00 b.o b.o '° a h.o b ° b.o bobo b o b o b.o b.o ' ` 3 Service Area 0.40 3.40 0.00 N.A. 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South Burlington, Vermont Lv'c °mom MKW a�4tl�MPH May 08, 2017 Not Approved for Construction Lighting Plan L- 3.01 k., 20 22 57846.00 \\rm\Pj\va, .1t\s7eas as Ha,,,, d K—Mart Plaza\=aaVa\P!a"sec\s�aae.00—u.dwq E O V d S • A . r CONCRETE LIGHT POLE BASE LIGHT FIXTURE LIGHTPOLE PLAN VIEW LIGHT FIXTURE REFER TO LIGHTING PLAN FOR SPECIFICATIONS CONCRETE LIGHT POLE BASE LIGHT FIXTURE LIGHTPOLE PLAN VIEW LIGHT FIXTURE REFER TO LIGHTING PLAN FOR SPECIFICATIONS LIGHT POLE LIGHT POLE REFER TO LIGHTING PLAN REFER TO LIGHTING PLAN FOR SPECIFICATIONS FOR SPECIFICATIONS NOTES: NOTES: = 1. CONTRACTOR TO PROVIDE SHOP 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CUT -SHEETS FOR C7 DRAWINGS AND CUT -SHEETS FOR i LIGHT FIXTURE, POLE, AND ALL HARDWARE, = LIGHT FIXTURE, POLE, AND ALL HARDWARE, O FOR APPROVAL BY LANDSCAPE ARCHITECT. C7 FOR APPROVAL BY LANDSCAPE ARCHITECT. Z 2. ELECTRICAL CONTRACTOR TO COORDINATE Z 2. ELECTRICAL CONTRACTOR TO COORDINATE i WITH ELECTRICAL ENGINEER FOR ALL WIRING i WITH ELECTRICAL ENGINEER FOR ALL WIRING =O AND CIRCUITS ASSOCIATED WITH THE SITE � AND CIRCUITS ASSOCIATED WITH THE SITE LIGHTING. LIGHTING. Gqi N N N B PARKING LOT LIGHT FIXTURE - Fixture B-C-D SCALE I/2"=P-0" d—light P,tur B—C—Ddwg A PARKING LOT LIGHT FIXTURE Fixture A SCALE I/2"=T-0" _i H'tureA,dwg .40 ®#®e Vlib 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont MKW ...::MPH May 08, 2017 Not Approved for Construction L-3.02 21 22 ft A •, A \\,hb\pr \Vermont\57846.00 H--ford K—Mart Plaza\cad\Id\P I onset\57846.00—LI d, ♦ 12 NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE INSTALLED ABSOLUTELY VERTICAL AND LEVEL. LIGHT POLE BASE TO BE 30" ABOVE FINISH GRADE W/ 45 DEG CHAMFERED EDGE CLAMP SUITABLE FOR DIRECT BURIAL POLE POLE BASE WITH GROUT IF NECESSARY BASEPLATE AND ANCHOR BOLTS (AS PRE MANUFACTURERS SPECS.) WIRE ANCHOR RODS TO REINFORCING - - CONCRETE FOOTING 3500 PSI IL #8 BARE GROUND WIRE in INSTALL WITH A '— = III SEPARATE CONDUIT INTO CONCRETE BASE _ ELECTRICAL CONDUIT, TYP. SUPPLIED BY ELECTRICAL 3/4" DIA x 8'-0" COPPER= CONTRACTOR CLAD GROUNDING ROD - - I 645 BARS WITHIN A 6x6 10/10 W.W.F. CAGE MAINTAIN A 3" MINIMUM COVERAGE ON ALL BARS 1r&z LIGHT POLE FOOTING - RAISED " SCALE 1/2" = V-0" d-light footing - raised.dwg NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE INSTALLED ABSOLUTELY VERTICAL AND LEVEL. POLE POLE BASE WITH GROUT IF NECESSARY LIGHT POLE BASE TO BE BASEPLATE AND ANCHOR BOLTS 2" ABOVE FINISH GRADE (AS PRE MANUFACTURERS SPECS.) W/ 45 DEG CHAMFERED EDGE 2". WIRE ANCHOR RODS CLAMP SUITABLE FOR III TO REINFORCING DIRECT BURIAL - CONCRETE FOOTING 3500 PSI #8 BARE GROUND WIRE in li (- INSTALL WITH A - SEPARATE CONDUIT INTO CONCRETE BASE III ELECTRICAL CONDUIT, TYP. SUPPLIED BY ELECTRICAL 3/4" DIA x 8'-0" COPPER -= CONTRACTOR CLAD GROUNDING ROD _ _-- 645 BARS WITHIN A _ _ _ _ 6x6 10110 W.W.F. CAGE 2' MAINTAIN A 3" MINIMUM COVERAGE ON ALL BARS LIGHT POLE FOOTING - FLUSH `' SCALE 1/2" = 1'-0" d-light footing - flush.dwg LIGHT FIXTURE REFER TO LIGHTING PLAN FOR SPECIFICATIONS LIGHT POLE REFER TO LIGHTING PLAN FOR SPECIFICATIONS NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CUT -SHEETS FOR LIGHT FIXTURE, POLE, AND ALL HARDWARE, FOR APPROVAL BY LANDSCAPE ARCHITECT. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH ELECTRICAL ENGINEER FOR ALL WIRING AND CIRCUITS ASSOCIATED WITH THE SITE LIGHTING. FLUSH CURB I � i I �LFIOGCHTTINPGOLE 7-0" OR AS NOTED A PEDESTRIAN LIGHT FIXTURE - (Fixture F) ~ SCALE 1/2" = 1'-0" L O V L fir® 1 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Lake Champlain Marketplace 935 Shelburne Rd. South Burlington, Vermont 9 �'MKW � MPH 'SJea'" May 08, 2017 Not Approved for Construction Lighting Details L-3.03 57846.00 V\,hb\pF.jAV , t\57846.00 P4 ,OfO,d K-Mort P1 cad\s,Ap1E,SetA57R46-EXISTdwg �6. MP (PSa, Plan References o rWr/002 kIRRS��ERSSS REE - V -�-:,_-L1EiAETERT ON WOOD PANEL I. A PLAN ENTITLED: "2 LOT SUBDIVISION RE THE "LANDS OF MARTINS GOODS OF SOUTH t APPROXIMATE AREA S DRAINAGE \ '�OHW�� BURLINGTON, INC.' PREPARED BY LAMOUREUX 8 DICKINSON CONSULTING ENGINEERS. INC. DATED � CULVERT AND DRIVE EASEMENTS TO �f VERMONT AGENCY OF TRANSPORTATION _ 12'CMP IRK) JUNE 19. 20DB; RECORDED IN VOL. 516 PAGE 2 IN THE SOUTH BURLINGTON LAND RECORDS; AS RECORDED IN VOL.217, PG.75 2.5 s -R 1a1.sz + VOLi94, PG.374 ♦ VOL.188, ROAST w Gn. COVER N t t76 a 3s'RCP (P53) 2. A PLAN ENTITLED "KMART, 935 7 SHELBURNE ROAD, SOUTH BURLINGTON, VT." PREPARED BY SEE GENERAL NOTE /2 REGARDING / �'' N THE PROPERTY LINE SHOWN N THIS PER REF. PLAN 1) I P (P5J t 74. 36 MP (Psa) RUDELL CONSULTING ENGINEERS, INC DATED AUGUST 16, 2000. ,, 13 x3 BC 174.8 . 0 1 AREA SIGN �I=192.6 R 8360 BENCHMARK 3 �1 1]] 7 36 RCP (P5:1 3. A PLAN ENTITLED: "MERCHANTS BANK, SHELBURNE ROAD. SOUTH BURLINGTON, Vf., OVERALL SITE �• / i 1BG2 I2"RCP (,FP56) PLAN' SHEET 1 OF 8 PREPARED BY LAMOUREUX a: DICKINSON CONSULTING ENGINEERS, INC. DATED IN 802 36"RCP ,. 53J TO CRAMGRILLDISTRICT TE VOL702,SPG315 SPIKE OF BREE i BAR R HOUSE I , - 75.7' MAY I6RD 2008; RECOVERED FROM THE SOUTH BURLINGTON LISTER'S OFFICE. fhb (PER REF. PLAN 1) ELEV.=195.33" =lazo _ NAVD 88 1 3_STORY General Notes APARTMENT "� REMAINS BUILDING 1. ACCORDING TO CITY RECORDS, THE OWNER OF RECORD OF _ D SUBJECT PARCEL 1540-935-7 AS OF JULY 2016 IS: z 1 MARTINS FOODS OF 401DX Dr Q CONIC BND _ __ kCL., N' SOUTH BURLINGTON INC. �_ Z I _ •x CAPFEL Ba'J BOOK 408 PAGE 119 Building ZOO Suite 200 - _ _ - + I IP PRO 2. THIS IS NOT A BOUNDARY SURVEY THE PROPERTY LINES AND ww �"''--� - t,. _ 4. L, BENT NLY, FLUSH EASEMENTS SHOWN HEREIN ARE DEPICTED SOLELY BASED ON South Burlington, VT 05403 - UT, -- - '� tc'P THE ESPONATION ON REF. PLAN OAS BEST PIT TO 802.497.6100 m - t �- `\ '� CORRESPONDING FIELD LOCATED PROPERTY LINE RESEARCH . NO s � m _ \ _ ADDITIONAL EASEMENT OR PROPERTY LINE RESEARCH HAS wAl7RIJN DIC A D f CLUTII P v6 6 oM CWD 24 12 " - Is-roa ��--��_ " BEEN PERFORMED. THE EXISTING ACTUAL ON -THE -GROUND SHOWN D THIS PLAN SURVEY BASED iFgCIId ' UPON AN AC7UAL ON -THEE SUMMER INSTRUMENT SURVEY PERFORMED BY 1ni8 IN THE SUMMER OF 2016. -� DRAIN MANHOLE ;,r E. L IT CATCH BASIN g'. A; � 4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN _',) SEWER MANHOLE / - I ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS OF 1 I R a a \ J VISIBLE ABOVE GROUND EVIDENCE, LIMITED DIGSAFE PAINT �€7 ELECTRIC MANHOLE L 1 176914 ,'CP ( se) ♦/j/ 1 BB 18'RCP (P`�; APPROXIMATE LOCATION OF PREVIOUSIV I ^ MARKINGS AND INFORMATION OF RECORD. THEY ARE NOT lU TELEPHONE MANHOLE 1 Bs aPCP IP56 a a"Rc P-t PROPOSED 20 EASEMENT TO LOT 2 B", WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED 'J MANHOLE FOR DIQAINAGE TO BE CENTERED ON THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ❑ PH - HANDHOLE NEW CATCH BASINS 4 STORM LINES Z J, I _ ARE SHOWN ON THIS PLAN. WATER GATE np}� I t3' FF.E.=is53� (PER REF. PLAN 1) I' 20' 2MOTERY • BOLLARD I.UCIIB Map CHI ENOEN I AWN Nt' ' 5 BEARINGS SHOWN ARE FROM GRID NORTH, VERMONT 4j FIRE HYDRANT E=19531 COORDINATE SYSTEM OF 1983, BASED UPON OUR GPS (NOT TO SCALE) HSO NTYUMANE i d 1 - BENCHMARK 6 OBSERVATIONS AT THE SITE. ® GAS GATE SOCIETY IC _ 6 TOP OF 4"X4" 6. CONTOURS AND SPOT ELEVATIONS SHOWN ARE BASED UPON 4 STREET SIGN L Fors 5 I h LIGHT POLE 16o6 I' CONC. MONUMENT NAVD 19e8 VERTICAL DATUM. o UTILITY POLE 3 FFE=195.3q ' I I ''lF ELEV.=194.29 7. BUILDINGS DEPICTED BEYOND CONTOURED AREA ARE LOCATED GUY POLE / (( PAID 14' I NAVD 8B FROM AERIAL IMAGERY. �w GUY WIRE BENCHMARK 2 I c. FIF, w, B' y V MONITORING WELL jI -5 lea 12 8. EXISTING PARKING STRIPES WERE DIFFICULT TO DETERMINE SIDELINE OF 15 WATERLINE REF. PLAN 1) BONNET BOLT I PAT' • Y. � . -.. II1MP 1' 1=179ae2a RCP �`F V1 d I61 REFERENCE 3D PAINT. PAINT STRIPES SHOWN ARE PER PLAN 'G F.F.E�45 '�� WELL X" SCRIBED ON I CONNECIT +',a' coNc. BNo No o.2'Ac 27' FINISHED FLOOR ELEVATION TO CHAMPLAIN WATER DISTRICT VOL.102. PG315 ELEV.-196.08" r-I -EDGE OF PAVEMENT 15'IP FND NAVD 88 I cc CONCRETE CURB FLUS EMPTY ROLE��>� ", NCC scfi VERTICAL GRANITE CURB SLOPED GRANITE EDGE 6'PVC pv2 RISE ,10299 GMFB-�_ r� TIRE BITUMINOUS BERM =lass 2 RISERS, 1 TRANs. W 3 iRAN` CAPPED \ / FF E..IRi34' - I B6 1=1849 HDPF P«p ' 4' PVC a I wnREHousE B0 BITUMINOUS CURB 1=Teas , L W-�' I POST _ - --�% ' FF.E.-195.32' I 1 GUARD RAIL STEEL POST GUARD RAIL WOOD P o CHAIN LINK FENCE ----I , STAIR & DOOR De - I I o �- STOCKADE FENCE 2a'I79 STAIRS &DOOR F.FE.1952g I I E 1=1>so ` I IN DISREPAIR I , -1=189 1 DRAINAGE UN R-190.57- v71) P .FE.195.52' � R Nt I �1189.0 12'NDPE P4 -O nrr Nor FbuND t , 1sa.6' 1z HOPE (wa - T 1b9.0 12`HERE (6) -SEWER LINE P74) I / - 1 1812 16 GPP LP49) I, T6TP rND 1 IB�G' 1rnoPE (Pa) OVERHEAD WIRE 1=1 e3 s 1z HDE- (P71 H ..9 r. r1B33 HOPE ( )r / E UNDERGROUND ELECTRIC =14 P (P7J) I�- / -, BC 1e62 �FWSH G L .AC2Cwu) ` No T ,ow -- - - T-- TELEPHONE LINE {' �- I..,! e,a f;: r 3) I ��OVVEERNIGHT.. a 1r) -G GAS LINE 1 'ARKINGu '- - _ wo WATER LINE •, -I fPF a� FFE.185.52' '- I, n .o W/ oeSRI f c N rI W _ _ _ - - o00 r. FrE-195 Br r a I. IJ _ �, o STONE WALL = n. _ �; 1�"El I 612R"P Ps NTI F.. aeM oo TREE LINE � OUT (Pea I ,, I 1 ticH-r 1 \ sleNgcE saAN LIMIT OF BANK EXISTING WAIT { FEE=19sta �- SEND CE WETLAND BOUNDARY GDAIITV ,. 1 F.F,E 19534 8 I Ec 1795 ( l SPRINKLER - - \ LU ry CONNECTION'EXITRNIM1 / Do ' ar `" - I NOT ENTER" K6,63 Wj I No 1 RISER, Lake Champlain 4 I I NIGHT TRANS OVER . F40 LL W < i I PARKING NERCHAN7' BENCHMARK 4 I I 1 loss 12Ho E (as)' t sioey auaowc ' "X" SCRIBED OI- BLDG N I II I �I I, � ,VBC" c ID::I � � Marketplace BONNET BOLT ELEV= E ti i 935 Shelburne Road `(T J34 GI NAVD 88 I G4 South Burlington, Vermont 1 e'HOPF r R lags. MP7-aq i, 11 I ' r .,.I .r1. s>rI -..1 I-1]6.4 1a CPP (P62) 1 CON I ' _-- I a W r 4' CONG BLOCK Na RaN1on IXam Al 1=n6A 18"HDPE (Pi PA � - Pa. N oyl 1 ACRE LEASE LOT i � RETANING WAIL ec=na.a 1 3 ld�IR11NS UODS ----- I� o LEASE. BANK soulw BURI.INGTON INC. `-- �- _ V I BURLINGTON LEASOR:MARTMI'S FOODS OF SOUTH/ II FE-19�.zo' !_ 09 PG.119 I 3, 1 VOL 863 PG. 90 195A1' V ( --- eEE.-ros.37' 1=16a +� 11.2 ACRES 486,223 SO.F0 _I ,I �q FFE =195.10' COMMERCIAL BUILDING (NOT INCLUDING LEASED LOB TJ _ DIRE ONA.. owl Application 5/8/2017 Pill F.FE=19sz2' BLDG. FOOTPRINT 100,932 S0. FT. I I„ ,� CTI 1 L V 4 ry2 1 TAX PARCEL 15�935-007 ) 6`Pvc 4P67) � SIGN a w -SPRINKLER 1 'Iv fvs''.... / __ ) Cam.\ j PBS ft-1(}19 G I T ' _ - l It MERCHANTS BANK' EIF .. METE4 ON B' FF.E.=195.IT8' CONNECTION \\ 1 nas Iz CAP (P61) 1z wloE SIGN August 2, 2016 1 T773 19'CP Pfi21 t IawP (P63) O - Env woad srAND : d BC= 27 I` 1 � GMP9,11440fi,VZ64', All RISER, -RAN' j 'cMP P6, ( 1 j I e' a" 3�- 7 / Not Approved for Construction II '� ROOF SPOUT Tm- � � � • 1 3 xb�OI L APPROXIMATE LOCATION OF PREVIOUSLY A �� 3 3 3 I SUPERMARKET 1 1ea,a'12' I_ HCAP FmRK �G PROPOSED 20' EASEMENT TO LOT 2 , Til ei 4 B 1 I S10N FOR SEWER LINES Existing�_. HANNAFORD f / ( ) = T I (PEii REF. PLAN 7) Conditions I T R`CPP (P63)A PlanofLand r, • l m n - iW 'N0 PREVIOUSTO LY PROPOSED I BENCHMARK 1 INCLUDE GREEUTILITY LINES N EASEMEMOUNNT a ]PARK T ¢ 1 / rf� (PER INGRESSE EGRESS FOR SPK SET IN U.P. RDR COMPANY _ ELEV.=194.26 VOL ASIDESCRIBED IN - o e me", `� �. BURIED N" Big NAVD BB 1' `I PER REF PLAN 1) ONW� II K r 20" SEWER EASEMENT "T Sv- 1 4'X4' CONC. TO CITY OF END W/DFI SOUTH BURLINGTON R I•, N/ ELF _ - i" _ - _ _ T- -' NO 0.2 AG VOL.74. PG.297 1 ta651�12'AC Pi a r ,•, �. (PER RE 1 t96 5 12-AC (P19) (1) „BC=19a5GAS PUMP sneer "1 i «. tic /' 6 VC 1 1 41' GONG AWNING END W - / BENCHMARK S APPROXIMATE LOCATION 1 1 Fill 0.2 AG OF EASEMENT TO 40 0 40 80 TOP OF 4"x4" JDLLEY VERMONT FOR THE STALE OF V �/ CONC. MONUMENT CONVENIENCE TRAFFIC CONTROL LOOPS AND STORESCALE N FEET ' PAVEMENT MARKINGS AS RECORDED I rv"mte, �/ ELEV.=201.64' N Vol PG.479 AND SHOWN ON mfetl / NAVD 88 MAP VOL.166. PG.45 (PER REF. PLAN 1) 57846.00 Site Plans Local Site Plan Application April 14, 2017 April 14, 2017 Owner: Martins Foods of South Burlington, Inc. P.O. Box 1000 Portland, ME 04101 Applicant: Martins Foods of South Burlington, Inc. P.O. Box 1000 Portland, ME 04101 Parcel ID: 1540-935-7 No. Drawing Title Latest Issue C-1.01 Legend and General Notes April 14, 2017 C-2.00 Overall Proposed Site Plan April 14, 2017 C-2.01 Layout and Materials Plan April 14, 2017 C-2.02 Layout and Materials Plan April 14, 2017 C-3.01 Grading and Drainage Plan April 14, 2017 C-3.02 Grading and Drainage Plan April 14, 2017 C401 Utility Plan April 14, 2017 C-4.02 Utility Plan April 14, 2017 C-5.01 Erosion and Sediment Control Plan April 14, 2017 C-5.02 Erosion and Sediment Control Plan April 14, 2017 C-7.01 Site Details 1 April 14, 2017 C-7.02 Site Details 2 April 14, 2017 C 7.03 Site Details 3 April 14, 2017 C-7.04 Site Details 4 April 14, 2017 C-7.05 Site Details S April 14, 2017 L-1.01 Planting Plan April 14, 2017 L-1.02 Planting Plan April 14, 2017 L-2.01 Planting Details April 14, 2017 L-2.02 Planting Details April 14, 2017 L-3.01 Lighting Plan April 14, 2017 L-3.02 Lighting Plan April 14, 2017 L-3.03 Lighting Plan April 14, 2017 Reference Drawings No. Drawing Title Latest Issue Sv-1 Existing Conditions Plan of Land April 14, 2017 0 u s 40IN Dr Building 100 Suite 200 South Burlington, Vr OS403 802.497.6100 RECEIVED APR 14 20V City of So. Burlington a -W Legend Exist. Prop. -- Exist. Prop. PROPERTY UNE [� CONCRETE PROJECT LIMIT UNE RIGHT-OF-WAY/PROPERTY UNE EASEMENT - - - - - - BUILDING SETBACK PARKING SETBACK - -- BASELINE - -- - CONSTRUCTION LAYOUT ----- ----- ZONING LINE --- TOWN LINE LIMIT OF DISTURBANCE WETLAND UNE WITH FLAG - - FLOODPLAIN _ BORDERING LAND SUBJECT TO FLOODING •' WELAND BUFFER ZONE �R NO DISTURB ZONE 200' RIVERFRONT AREA GRAVEL ROAD - -� EW EDGE OF PAVEMENT ............... W BITUMINOUS BERM ____-_<<•+_-_•--- BITUMINOUS CURB _ .,.-.. CONCRETE CURB CURB AND GUTTER EXTRUDED CONCRETE CURB ...:. _. Roc MONOLITHIC CONCRETE CURB FCC PRECAST CONC. CURB .........:::............ SIX SLOPED GRAN. EDGING VERT. GRAN. CURB LIMIT OF CURB TYPE SAWCUT L _ BUILDING t ,]EN BUILDING ENTRANCE ]4.D LOADING DOCK BOLLARD [] DUMPSTER PAD r SIGN -+. DOUBLE SIGN - --i �- STEEL GUARDRAIL WOOD GUARDRAIL PATH lYYYY\ TREE UNE - - - WERE FENCE - - FENCE .. STOCKADE FENCE STONE WALL RETAINING WALL ---- --- STREAM / POND / WATER COURSE ---- --- DETENTION BASIN HAY BALES ...... -x- SILT FENCE <-..-..� SILT SOCK/STRAW WATTLE ' -4- MINOR CONTOUR -20- MAJOR CONTOUR -. 10 PARKING COUNT CLO COMPACT PARKING STALLS OW DOUBLE YELLOW UNE 4 - STOP UNE IIIIIIIIIIIII CR055WALx ACCESSIBLE CURB RAMP - ACCESSIBLE PARKING VAN -ACCESSIBLE PARKING HEAVY DUTY PAVEMENT BUILDINGS RIPRAP CONSTRUCTION EXIT TOP OF CURB ELEVATION BOTTOM Of CURB ELEVATION SPOT ELEVATION TOP & BOTTOM OF WALL ELEVATION BORING LOCATION TEST PIT LOCATION MONITORING WELL --- - -UD- UNDERDRAIN �. ,..... 12 D+ DRAIN 8'RD+ ROOF DRAIN _I2-S_ SEWER V FORCE MAIN OVERHEAD WIRE -B'W- WATER -4'FP- FIRE PROTECTION -2'DW- DOMESTIC WATER -G- GAS -E- ELECTRIC -SN- STEAM - -T- TELEPHONE - -FA- FIRE ALARM -CAGY- CABLE TV x • CATCH M51N %SIG ® DOUBLE CATCH BASIN GUTTER INLET - DRAIN MANHOLE - ® TRENCH DRAIN C PLUG OR CAP W JD CLEANOUT ► HARED END SECTION HEADWALL -. SEWER MANHOLE ' 10B CURB STOP & BOX WATER VALVE & BOX TAPPING SLEEVE, VALVE & BOX SIAMESE CONNECTION FIRE HYDRANT WATER METER POST INDICATOR VALVE l:' ® WATER WELL o GASGATE A GAS METER .rMw ELECTRIC MANHOLE - M � ELECTRIC METER EIGHT POLE TELEPHONE MANHOLE ITN TRANSFORMER PAD UTILITY POLE GUY POLE GUY WERE &ANCHOR R O HAND HOLE O PULL Box �R^iffiCS'S�� MATCHUNE Abbreviations General MAN AUNDON ACR ACCESSIBLE CURB RAMP ADI ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE UNE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EX EXISTING FDN FOUNDATION FEE FIRST FLOOR ELEVATION GRAN GRANITE GTD GRADE TO DRAW LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE PERT PERFORATED PROP PROPOSED REM REMOVE RET RETAIN R&D REMOVE AND DISPOSE R&R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWILL. SOLID WHITE LANE UNE TS TOP OF SLOPE TYP TYPICAL Utility CMP CORRUGATED METAL PIPE CO CLEANOUT DCB DOUBLE CATCH BASIN DMH DRAIN MANHOLE CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SKTON FM FORCE MAIN MG FRAME AND GRATE F&C FRAME AND COVER GI GUTTER INLET GT GREASE TRAP HOPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE HW HEADWALL HYD HYDRANT INV INVERT ELEVATION 1= INVERT ELEVATION LP LIGHT POLE ME S METAL END SECTION PIV POST INDICATOR VALVE PWW PAVED WATER WAY PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE R= RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE Notes General 1. CONTRACTOR SHALL NOTIFY'OIG-SAFE- (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND 108 SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABRRIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE (WWI INCHES LOAM AND SEED. S. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SEE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6, WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 7. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS ANDAPPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT O MENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. AREAS OUTSIDE THE UMITS Of PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL GROUNDWATER AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTNEIES BASED ON VISUAL OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 11, CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS, 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 1A THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES CONSTRUCTION GENERAL PERMIT (CGH PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS, CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. Utilities 1. THE LOCATIONS,SEES, AND TYPES OF DUSTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATNELS) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS, THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL DUSTENCE SERVICEABILITY, C R OTHER DATA CONCERNING THE UTILITIES, NOR DOES E GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERL S AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT --- THERE THERE ARE NO INTERFERENCES WITH DUSTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 2. WHERE AN EXISTING UTILITY ES FOUND TO CONFLICT WITH THE PROPOSED WORK OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT, 3. SET CATCH BASIN RIMS, AND INVERTS Of SEWERS, DRAWS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES. AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS'. A. PAVEMENTS AND CONCRETE SURFACES: FLUSH B. ALL SURFACES ALONG ACCESSIBLE ROUTES: RUSH C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 5. THE LOCATION, SEE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: A. WATER PIPES SHALL BE [TYPE(S)] 8. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE C. STORM DRAINAGE PIPES SHALL BE ITYPE(S)) D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO BEGINNING WORK. & CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES. CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED W THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 9, CONTRACTOR SHALL EXCAVATE MID BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4- MIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS, FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER THE MINIMUM DIAMETER SHALL BE 5 FEET. Layout and Materials 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL AND CENTER UNE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 2. CURB MDR ARE [WW] FEET UNLESS OTHERWISE NOTED. 3. CURBING SHALL BE [TYPE] WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS BOLLARDS, ETC. 5, PROPOSED BOUNDS AND ANY EXISTING PROPERTY UNE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 5. PRIOR TO START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 7. SNOW STORAGE WILL BE LOCATED ONSITE IN REMOTE PORTIONS OF THE PARKING LOT AND WILL BE MOVED TO AN OFFSDE LOCATION IN RESPONSE TO THE FACILITY'S PARKING NEEDS. Demolition 1, CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE UMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES. UTILITY POLES, SIGNS, ETC, UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. 2, EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLAN 515 INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR UTENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK. 5, UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN TH E SPECIFICATION S, THE ENGINEM HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE DISCOVERY, REMOVAL ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. Erosion Control 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE. THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2, CONTRACTOR SHALL INSPECT AN D MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS (MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CON STRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSE, 4, CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 5, UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Existing Conditions Information t BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY [WHOM], [AND FROM PLANS OF RECORD]. THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL HELD SURVEY PERFORMED ON THE GROUND BY[WHOMI, DURING (DATE(S)I. [OTHER SERVI:ESI. A. DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY: [WHOM) B, FLAGS MARKING THE WETLANDS WERE LOCATED BY: [WHOMI , [HOWL 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON[NGVD DATUM]. 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED FROM [NAME7. Document Use 1, THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION Of THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. 2. CONTRACOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PUNS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FUTURES IN ACCORDANCE WITH THE PAPER COPIES Of THE PUNS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 3. SYMBOLS AND LEGENDS OF PROJECT FUTURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE SHOP DRAWINGS AND HELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FUTURES. E 0 v a .e 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont AH- b w cB.aaq Apr. 14, 2017 Not Approved for Construction Legend • • NotesGeneral C-1.01 m 1 22 57846.00 Zoning Summary Chart Lot#1 Zoning District(S): Overlap Distnct(S}. Commercial 1 - Resident 15 (CI-R15) Transit -Zone) Zoning Regulation Requirements Existing Required Provided LOT AREA III Ac, 0,92 Acres 11.2 Acres FRONTAGE 95 Feel 50 Feel 95 Feet FRONT SETBACK COVERAGE 68% <30A 68% FRONT YARD SULDING SETBACK 625 Feel 50 Feel 615 Feet DOE YARD BUILDING SETBACK 37 Feel 10 feet 35 feel REAR YARD BUILDING SETBACK 67 Feel 30 reel 49 Feel MAXIMUM BUILDING HEIGHT 120 Feet 35 Feet ±20 Feet MAXIMUM BUILDING COVERAGE 21.0 % A0.0 % 22.1 ; BUILDING FOOTPRINT (INCLUDES OVERHANGS) 100.932 SF 107.650 SF 107.91 SF SUGAR HOUSE � I BAR $GRILL / Ir BUILDING GROSS FLOOR AREA 107,650 SF 101,650 Sr EXISTING TREES TO BE SELECTIVELY TRIMMED. REMOVE PROJ.AL1 MOD LOT COVERAGE 89.0 % 70%(MAX) NO% EXISTING DEAD POPLAR TREES ALONG NORTH SIDE OF PROPERTYSHADE RETAINTERIOR R�j PARKING LANOSCAPINC PERCENTAGE 3.0 % 10.0 S 10.9 R TREES 310 98 104 FT SIDE SETBACK1111Parking IIII10 Summary Chart ------------- f� ----- e —-- -- --_— Size Spaces I e I Description R9 nirBed Pmvl Rxlsung Required Provided STANDARD SPACES Bed 7 471 STANDARD ACCESSIBLE 11 16 8 x 18 9 a IB SPACES (MEETS ADA) I t TOTAL SPACES 609 538 407 � PROPOSED FENCE PROPOSED VEHICULAR EXISTING SHOPPING CENTER GUARDRAIL Parkin Calculations FACADE TO BE RENOVATED o CAPE IRNG 107,650 SF 5 SPACES / 1.000 Sr 538 SPACES I 40,261x GSF TOTAL PANNING REQUIRED = 538 SPACES FFE = 195.30' Tree Planting Calculations '� L Y - - r \ 487 SPACES . I TREE / 5 SPACES = 98 TREES I D CUUN I Y HUMANE Sl SOCIETY 1 `5 - I ® I I I I vj I I I I — NOTES 1. SNOW STORAGE WILL BE LOCATED ONSITE IN REMOTE PORTIONS OF THE PARKING LOT AND WILL BE MOVED TO AN OFFSITE LOCATION IN RESPONSE TO THE FACILITY PARKING NEEDS 2. CART CORRAL LOCATIONS MAY VARY BUT WILL NOT EXCEED QUANTITY SHOWN. THE TOTAL NUMBER OF PARKING SPACES PROVIDED DOES NOT INCLUDE SPACES THAT WILL BE USED FOR CART CORRALS. I 1A, IOF 10 FT SIDE SETBACK PROPOSED EDGE CANOPY 9, U�i I I I I U I I I JY — PROPOSED 14'K20' DUMPETER ENCLOSURE — —' — --� LOCATON (TYP FOR 3)� PROPOSED SIDEWALK NIDENED —_ 4q EXISTING PAVEMENT I D PUD LOT #1 i nIII!IIII AllI®IIIII A IIII'ilIII LL AREA OF EMSTI BUILDING TO DEMOLISHED = 875 PROPOSED EXTERIOR TRUCK WELL AND LOADING DOCK I I I I PROPOSED COMPACTOR WITH i PAD AND ENCLOSURE 1 I PROPOSED HANNAFORD SUPERMARKET EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT=60,671 SF MEZZANINE = 6,718 SF TOTAL GSF = 67,389 SF FFE = 1953 I� PROPOSED ADDITION I� AREA s 875 S0. FT. EXISTING I HANNAFORD - - - -- SUPERMARKET I 10 FT SIDE SETBACK (SHEET�Cy 701) —PROPOSED SIDEWALK z � TIRE z I WAREHOUSE I FT SIDE SETBACK _ I PROPOSED BIKE LANE, BOTH SIDES OF DRIVE I I I I I I I I I PUD LOT #2 41it to A / i / I HQ/ � i I I I 10 FT SIDE SETBACK 44 _SETBACK E 0 a %0 vlib 40 IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Legend ____ aewFen ucN .........h cwou xrPn�KrNR war Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont On m W FV � a,la.a ex crmax� ,.. Apr- 14, 2017 Not Approved for Construction Proposed C 2.00 2 22 0 20 40 80 Feet 57846.00 \\vnb\p i�r.l \5 1 00 l I VIA-i` I. I I .., T __ ________ _____________� --r--,T ��----,__ _______-_____----. ---------------------__-__________- MCC MCC fN,CIP CIP 4- LA, CIP CIP CIP dP CIP CIP LA lA p p LA p y A LA p A LA y y LA p p LA y p LA6 R7-BR7-8 R7-B R7-B R7-B R7-6 R7-8 R7-8 LA PROPOSED RETAIwNc wnuIBA' 2e 0'(�) 640' 64.0' "' 64.0' 64.0611 63.0' 83.0' HANNAFO'TO GO" PARKING SP 1 © LA LA y LA n z LA y LA z p LA L CIP P P SPACES (TW FOR 8) I j N o& ,n vi vA A A LA N N F ., a �n a a s I I 6" CURB REVEAL BOTH SIDES, z z m a PROVIDE 2' CURB BREAKS 15' - - P P - P P C P O.C. TO ALLOW RUN OFF TO I STORMWATER ISLAND i'„' PROPOSED LANDSCAPE I C ISLANDS (TYP PROPOSE RAILING © O ® ® ® © 1 I II GUARD RAIL LA LA16 LA La la LA R3-17 `R3-1] LA JR P P P P ' R3-17bP I♦ R1-I gyp, R1-1 I P LA a 1 ♦ \1-5\— ♦ y\ ``��9'"Cz1I. lo��+ 5Pd015 SyOp -EXIS LANDSCAPE DRIVE TO 11ANNAARD 0�R— ISLANDYP) CIP It d LA TAR' ,1I LA APARTMENT I I 17.0' I].D LA LA CI I LA III} O CIP DIP CIP CIP DIP CIP L 1 � n a z n n n z LA I'I4II 5 R s, 5'R 5'R 5'R ,P I I I 1 I � 1 I I to I p IN r O I t �'I I I I 50 FT FR NT SCiBACK~ t 50 FT FRONT SETBACK �� d015 1 SHELBURNEROAD (US ROUTE 7) �.� 4 / IR4_ 1 10 FT REAR SETBACK R _ 1 10 CT REAR SETBACK �'T I 'j 2-STORY TIRE MOTEL WAREHOUSE I I , I PROPOSED SIDEWALK PROPERTY LINE (TYP.) E V d `•.,� 100 vhb 40IDX Or Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont w —Ac, „b b, Apr. 14, 2017 Not Approved for Construction Layout and Materials Plan C 2.01 3 22 S7846.00 \\mob\p,ol\V—,t\57846.OG H,—fd ,d K—Md,t P1—\-d\1d\1,,�-\57a46.ao-LM.dwg 'PROPOSED COMPACTOR `MTH PAD AND ENCLOSURE 30 FT REAR SETBACK I I t o I m AREA OF EXISTING BUILDING TO 875 S0. FT. PROPOSED gD01T10N AREA BE DEMOLISHED - B75 S0. FT. � � TRUCK WELL AND un LOADING DOCK PROPOSED \MECHANICAL CENTER] �I PROPOSED HANNAFORD SUPERMARKET ' EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT = 60,671 SF MEZZANINE = 6,718 SF TOTAL GSF = 67,389 SF FIFE = 195.3' I I[ — — -_-- 30 FT RET� A?K - EXISTING SHOPPING CENTER FACADE TO BE RENOVATED 40,261± GSF FFE = 195.3' , MCC MCC ;XISTING EDGE OF PAVEMENT (TYR.) 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 V 0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont P. Apr. 14, 2017 Not Approved for Construction Layout• Materials Plan C-2.02 -- -- M 4 22 57846.00 6' CURB REVEAL BO1 SIDES, PROVIDE 2' CURB BREAKS 15' O.C. TO ALLOW RUN OFF TO STORMWATER ISLAND TO HANN DR/I SHELBURIVEROAD (US ROUTE 7) 2-STORY MOTEL E 0 a L N�'�0 ��00 vlib 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont �a unc.aq 'fSV�b Apr. 14, 2017 Not Approved for Construction C-3.01 ^1 5 22 57846.00 VV1F6\pjAVermolt\57846.GO Han--d K-Mart PIazaAcadAIdAPI—tA57846.OD-GD.dwq PROPOSE 1 I-- 30 FT REAR SETBACK I I I I s I I I I I CO-B-�00 OMPACTOR =9033 PAD AND I-190.If NCLOSURE� 00111111 PROPOSED ADDITION AREA AREA OF EXISTING BUILDING TO 575 S0. FT. BE DEMOLISHED = 875 S0. FT. I � N r ! 2 A7 _ CHITTENDEN _ UNTY MAN PROPOSED EXTERIOR O r TRUCK WELL AND SOCIETY LOADING DOCK - PROPOSED �7 o X\MECHANICAL CENTER x+ I i ExISTING EDGE OF PAVEMENT (TVP.) / w I� 30 FT REI�BACK�- I PROPOSED HANNAFORD SUPERMARKET EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT = 60,671 SF MEZZANINE = 6,718 SF TOTAL GSF = 67,389 SF FFE = 1953 EXISTING LOADING DOCK I PROPOSED 14'x20' _ -•+{,: i yy I DUMPSTER ENCLOSURE LOCATION (TYR FOR 3) f h2a EXISTING SHOPPING CENTER FACADE TO BE RENOVATED 40,261t GSF FFE = 195.3' E 0 V L L V1 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont I I ne.fq n..cFmty �o Apr. 14, 2017 0 Not Approved for Construction �x Grading and Drainage C-3.02 57846.00 w rD I I - ----------- -- - - ---- RT _ - - - - - - --- -- -- - - - - - - - - - - - - --_---------- - - - --- ---------------- - - - - - - - - - - - - - - _ - - - - - - - PROP05E0 LOCATION OF B LARDS) EXACT LOCATION TBD TO E RELOCATED ,-@ �✓•; _ —PROP CREASE. INTERCEPTOR .. .. _.... INTERCEPTOR Is. ROOF LEADERS (TYP) CB DI I.15p.OD RL 02 I.190.00 RL Ti .193.9 •I W .1 00 CB-D2 415EW RL-Dx �•� 1.155.90 I.I i WCH R-1554 PROPOSED CATCH BASIN (TYP) a GP �EaH TO UEEN CITY PARK ROAD I Sµo •-5.53 W O O O O 24' ] RCP I. GPaHI I i PROPOSED DRAIN I -I �'xTOTx I I•IIB.DO EXCB-05 � ......... .: _,' MAN HOLE (OMH) \ RESET CATCH BASIN RIM 1 ... I TO PROPOSED GRADE TO flANNAFORD \ 1 I I xl e DRIVE i:6.1p0 DUH-13 41Ts.w Exou ar \ PROPOSED SUBSURFACE DETENTION BASIN NTH SAND FILTER L .15915 I b 1.1 90 -ID RESET MANHOLE RIM TO I I PROPOSED GRADE I 9 I♦ _ I I D c \ R.19! B �PERIMETER DRIVE -- 10 f-SIDE SETBACK -------— — — — — — — — — — — .,.. I PROPERTY LINE (TYPJJOLLEY CONVENIENCE zce-o -- -- : STORE TOFT REAR SETBACK - �.. "' 10 FT REAR SETBACK .i5a.J0 x Oull EXISTING MANHOLE "A TO REMMN — — — — CHANGE IN: TYPE TO CATCH BASIN ANDjSET RIM. TO PROPOSED GRADE I o I I I I I m I I m I I N�RCHA ; �� STORY BANK ' WAREHOUSE 1, TIRE VIOir I I , S I I I 1 5 F T SETBA KCKC I 50 FT FRONT SETBACK I I I I `» SHELBURNE ROAD (US ROUTE 7) 05 1•IB)Ib - 1.1� 0 0 0 II 1..Q w-T \ o-leS.lB aT E a s �00 vlib 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont .Rvn n:.y.aM n..t,eq Apr. 14, 2017 Not Approved for Construction 5 C-4.01 7 22 R,•,.n NAB. 57846.00 , ,,hbAp-jAV1--\5?e4e oo --t— .:—Mart oo-,Irawg 40' �- CHITTENDEN )LINTY HUMAN SOCIETY Inall, .eo 1e-w9 L" CAP ANO E%ISTWO WATER SERVICE C� —1 l 4 1=190.32 30 FT REAR SETBACK I PROPOSED GATE VALVE I ..TALI M WATER SE I I I I o ,m I � I� I I PROPOSED HANNAFORD SUPERMARKET EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT = 60,671 SF MEZZANINE = 6,718 SF TOTAL GSF = 67,389 SF FFE = 195.3' EXISTING SHOPPING CENTER FACADE TO BE RENOVATED 40,261t GSF FFE = 195.3' i 1 \ O V .O L i \00 Vhb 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 iO0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont Apr. 14, 2017 Not Approved for Construction Utility Plan C-4.02 8 22 57846.00 JOLLEY CONVENIENCE STORE STABILIZED CONSTRUCTION EXIT AT ALL EXIT POINTS FROM DISTURBED PORTION OF SITE SETBACK SHELBURIVEROAD (USROUTE 7) 'A" 2-STORY MOTEL T() QUEEN CITY PARK ROAD SILT FENCE (TYR) LINE (TYP.) E 0 vlib 40 IDX Dr Building 100 Suite 200 South Burlington, VT 05403 80249T6100 0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont Apr. 14, 2017 ,Not Approved for Construction Erosion and Sediment Control Plan --, N-r C-5.01 9 22 57846.00 \,hb\j\Vermont\57846.00 Hanna f.,d K—Mast FI—\cad\Id\Planet\5J346.00—ER. dwg EXISTING HANNAFORD SUPERMARKET `r CHlTTENDEN 3 V-0UNTY HUMAN r m. .� ... _:.. ,. SOCIETY 30 FT REAR SEl ACKEll r— A --� t m -7�' 30 FTT REAR A __�-- F--� INIET PROTECTION (TYP) PROPOSED A R SUPERMARKET BUILDINGEXISTING • D I I I I I 1, t� 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 V 0 15 30 60 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont ,Mew cnkw �r Apr. 14, 2017 Erosion and Sediment Control Plan C-5.02 — — — — 10 22 57846.00 PAYED AREA SEE APPUCABLE N X LA DSCAPED AREA ON ..—EDGGRANUWR FlLL - ORDINARY BORPON WM� - DEPTH D SURFAC TREATMENT E VANES \ WARNING TAPE ANDTAMPEDHAUNCNING \ DBEDDING MB P Su�DARED X - NOTES 1. WHERE UTILITY TRENCHES ARE WNSTRURED THROUGH DETENTION BASEPLACE TRENCHBACI6ILLS OR WDH OTHER NATE SULS SMMR SPECA_ro HENS SPECIALECIIONNS 2 111A.11111 E IING TAPE 111R ALL PIPES. Utility Trench 1/16 N.T.S. 5our VHB LD 300 1 �IIIIII� �. sQDepE \ PEALING Dw) i� MIN OTAMETER-_-'ice ALTERNATIVE ECCENTRIC CONE SECTION ALTERNATIVE TOP SLAB FINISH GRADE - Br34 iAX SEE NOTE A -NOTE 3 u� O< YO €�I gT - -- N OPDMNGYON p MORTAR CONNFRION O ■d SEE FACOTE 2. 3 _MPARW = 1T f7 -COMPACTED VBGRAOF NOTES 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING 2 E OPENINGS FOR PIPES WITH 2-MNC—RANCE TO OUTSIDE OF PIPE. MORTAR ALL NPE CONNECTONS. A CATCH BASIN I E TMDQBRICK COURSES T9ICALLY.NCK WU0.5EST MTA%PALIMI.TO E N Catch Basin (CB) OR 1/16 N.TS. Source: VHB LD_100 PAVED AREA SOAPMCABLE PAVEMENT SECTION X I.WOSCAPEDAREA COMMON FILL/ 00.A GNNMUIM FILL ORDINARY BORROW SAWOUT _ DiRMTMENi VANESE -WARPING IARE OD BLWRET, _EM A003A z b a WW IyyiI B N • d 1 o HAND TAMPED HAUNCHING \ COMPACTED BEDDING �,MUNJ OMPACTEO S.—I -VCRE. ITEM STONE, NOTES 1. WHERE UIITV TREN03ES ARE CONSTRUCTED THROUGH DETENTION BASIN TRENCH BAcGrLL WITH MATS OR OTHERERMLS SMIWRSUCH S LTO THEN$, SPECIAL SECTION REQUIREMENTS. 2 USE MDALUC TRACNGANARNING TAPE OVER ALL PIPES. Foundation Drain 1/16 Sewerline Trench 1/16 N.I s. 50WKB:VHB LD 196 N.TI So.—: VHB LD <5' QENIUOFLNE_. AS PVC BEND PVCISDR3n - SEE %SINS FOR INVERT AND PPE SIZE DOUBLE CATCH BASH FPASH GRADE �\ FRAME8, SHELF MORTAR SEE NOTE A.—____ tIlIIIIIIIIIID SEE NO - OUTLET wA PUN.ITEJ vERT �JJJ. u F / _ SEE NOTE d. WMv ACTED GPAV6 —4 - COMPACTED SUBGRADE mom L ALL 1ECTI11-1 BE 1ESIGN111 HS 2111DIN1 2. PROVIDE OPENINGS FOR PIPES WITH 2 RANI. CLEARANCE TO OUTSIDE OF PIPE MORTAR ALL PIPE CONNECTIONS 3. III 11—T BEN.EEN PRECAST SECTIONS SHALL BE BUM RUBBERDOUBLE . A_ BW.AD3U1TIGRADE—HECIADYBPICKTEANDMOBRTAARE1 KSMORTM T'PICALLY. S BRN.XCOURSE$ MANMUNo Double Grate Catch Basin (DCB) 1/16 N.T.S. Source: VHB LD 102 30'DU. ACQTS NOTES 7 RTS URURESSHALLBE PRECASTCONOLETE -1' DIA.MANHOLE DESIGNED LORH52(I LOADING. r -Yyl. 2. ALUMINUM DROP -FRONT MANHOLE STEPS, ALTERNATE TOP SLAB _T IN PLACE SHALLBEINSMULEDATI]"O.C. RTFEI RBNFORCEO FOR HS-SO LOADINGT FOR THE FULL DEPTH OF THE STRUCTUREFINISH GRADE 3. WERKUR SURFACES SHALL BE GI E TWD COALTS�OFL BTINHPTOVS WATER PROOFING SEE PRELORMFR m BUMR BB—ONS NOTE I TES STANDARD SEWW PILL FMME AND CR SHALL BE ET IN MORTAR BED. NOTES S pgDEWITH SEWERBNCISANDTYPE B MORTAR R NRICK OD .1. TYPICALLY, S BRICK COURSES MAAMUMT S. REPS, SEE 6. MANHOIEMRRELSNMDTOPSECTIONSSHALL NOTE2. FRAY£ A MINIMUM THICKNESS OF S MINES FOR ______ REMFOROOD DESIGN AND B INCHES FOR \ NON REINFORCED DESIGN _O I. MANHOLE AH.I a' z �--SEE NOTE <. \ GASKET OR SLEEVE HT OUTLET / n SI X�1 L AR sEwER LD�NVFRT TO BE CONSTRUCTED SLOPE IFI?OOiTJ/ STREET SE WED BRKK LRm AS BNCK/' fRS AND ON EDGE COMPARED GRAVfl SUOGRADE COMPARED MEDMORTAR FlLL Sanitary Sewer Manhole (SMH) 2/16 N I 5au— VHB LD 200.VT URB RB DSCAPE ISLAND T _ IN VANES N 5'0'BIR IANF 9'0-DRIVE HE > 9'0'DPIVE COME 5'PBDi UNE 7CO... PETE 90EwNKy D G GRADE TOPSOIL J A-MINTOP SOB. BITUMINOUS MATCH EDITING COMPACTED CONCRETE u'D. NOTES AWFTS y SECTIONS SHALL BE DESGNED FOR ALL HS-20 BE ERN.COOK NAT ED OF STAUPIPE UNET S ELII��L11 SHNL BE COORDINATED WITH PIPE WNFlGUPATIONS. y Rw'DIA IMTNT 2 CO MLYMEFIMANHOLESTEPESHALLBE �L INSTALLED AT 12C ' O FOR THE FULL DEPTH F THE STRUCTURE ALTERNATE TOP SLAB 3. PROVIDE OPENINGS FOR PIPES WITH 2-MILK. QEARrWCE TO09DE OF PIPE MORTAR H CES AB i AC S y° A JOINT�SEAIAN BET-1 PRECAST SECTIONS SHALL BE PREFORMED BURUBBER. SEE HOLES BUM RUBBER MANHOLE FRAME AND MVU£SRT THALL BE SET IN FULL MORTAR BED. GRADE WITH CLAYBNCKAND MOR7AR(2 BNCK CDURSESTYPICAL. SSRICK oPB.SEE EENOTEWDRSESM 011j A MUM) � �. N . SHELF E BE T NCRETMEFORMED IE13i11 LOPE I"PER OUTLET \\�L CEMENTCONCRETEINNERT -COMPACTED - Co._ SU GGRADE Drain Manhole (DMH) 1/16 BITS. Source: VHB LD 115 —6'CUPII. Re BOTH SIDES, PROLRDE SPEARS EAa 15' O.c TO ALLOW SLO®iOWARD=NO RURS OFF TO STORMWfiTERFEATURE D IMINOI PSOIL B. p. NOTES 1. REFFRTo LAND—EPLANFORPLANTNGS Stormwater Island Typical Section N.T.S SECTION -- CO AED OCN O.NUFACTED CD FILL COMMON PILL TB-IMNI RLNEFtFAB.O VFNAP - .PERFORATED PIPE -- _- ! D STONE Underdrain (UD) 1/16 N.I s. source: VHB LD M r 6"CURB 50" CONCRETE SI_DMALK. 3 _ I '.ox I R.NL ,/qP*Ili 1 N / COMPARED SUBGMOE-� COMPACTEDGRAVEL - 2 SourtB: VHB PROPOSED PEDESTRWN RO -T Io'MIN FM EA. GUARDRAIL TO BACK ` FACE OF NU TO FENCE \ PwALL FAGS OFWARDR IL lr LJ Q 6' NRB ' -PAYED DNYE UNDERDRAIN NOTES 1. REFERTOLANDSCAPEPIANFORPIANTINGS 2. WALLTOBE REDS ROCK LEDGESTONE SEI✓&S, COLOR NEW DMCMNO LEOGFSTONE OR APPROVAL EQUAL E O a s •,o f 1 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 Lake Champlain 6 Marketplace Lo 947 Shelburne Rd. South Burlington, Vermont Apr. 14, 2017 Not Approved for Construction D. of C-7.01 11 22 Cleanout - Landscape Area Tn6 Section B-B - Perimeter Drive 11/15 Section C-C - Retaining Wall 11/15 N.IS, So ... :VHB LD 302 NTs. Source: VHB LD_ PITS, So—:VHB LD_ E - 4SEVC NN�ECTIONC.0 AT NFOR IN UNE '- SEE PUNS FOR INVERT AND PIPE SOE Cleanout - Paved Area 1/16 N.T.S. Source: VHB LID_303 PF..DE BASE COV9l AIR, ".m BY PDUEgyMFG. -- - d2\- FA 4 �I - - - UGNTPWE&ANCHOMNS SKTDn BY MFG. 1 CHAMFER --LIGHT POLES BASES N PARNNG LOT TO BEI NIEDYBELD, 4 A5 VERTICAL EQ. SPACED A3 HORUONTAL IXS 612' CC. ' - RNBHGRADE(MATEAMLSVARYI —COVER _ - _--S,000P9ONCRETE CONDUCT AND GROUND ROD SE ECT 10190E METAL POLE _ SEE fLmiNGI RAN OR SIZE RESTAFT S BA WMACI®OR B OUT UNDISTURBED P, 20"(MIrv1 / PEAR MEDFG SPfCS- SUBGRADE-- - Ng6enq SECTION PLAN O NOTES BASED ON FINAL POLE AND FlMURE SELECTION ANDANGE GOTECHNICAL SITE ]INVESTIGATION. PAVID AREA SEEAPPIICMIE PAVEMNT SECTION LANDECAPEDAREA COMPARED GRANUWIfBI / ORDN YBORROW AWAIT - . -TT D M N SURFACB REAVANES Y} wARMNGTAPE b - ' VAOTTR MT03.O3A sm' � - ---HANGTAMPEDNAUN— �'_- mmvARmBEDONG o g 2�m311N1 _ UNpSTTURBNSMR GATE DR NOTES 1 MERE OVEN PLACE TRENCH SPECIAL UTILITY TRENCHES ARE CONSTRUCTED THROUGH BASF, BENAS OR OTHER SUCH SPECIAL SECTIONS, BAIXFlLI WISH MATERWLS SING- O THE SECTION RBIUBREVENTS 2. USE METAILIC TRACNG AFMNG TAPE OVER ALL PIPES. Waterline Trench N.TS. S_: VHB p O f O p V/ 5- TY' M HOOPS�Y' 21W S -- 14 BA. SIDE 2—HND / \- Y' THREADED INSERT, 1 OVER EACH KNOCKOUT NOTES 1. CONCRETE 4,= PSI B 29 DAYS, 2 UINFORONGASTMA415.AIREBARAS 3. DESIGN OR HIM 44 LOADING. TABLE OF DIMENSIONS I NDs 8 C D E f BEDS a C E F E. 11 Y.' is- D 24" U- 6 22 Y• D I'll 0' lI X.Ir Tr zz Y.' IT B'9P it'll Y.• .. v 15" iz"45' 35" 12"9V BENDS -... _ UNDISTURBED IL PIBn TABLE OF DIMENSIONS 3P 24 V' 3P 21 3P .21 . 0' b.. SIT * 52" SECTION 1-1 TEES IS H I I TEES G M 11 IN 11 US' I' 12 2 % 13 3 B"NB %B II' D X12 %]2' 36 36 TEES pJ�J.� ` III�� 2i6 f � O III I- . SOU STURBm U�/�+^�T' - PLAN SECTION 2-2 NOTES I. —DE.— OR TAFFING SLEEVES. DEAD NOS DATE VALVES. AND VERTICAL BNDS (SAME MA5 NIQUIND OR TEES. PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. CONCRETE SHALL NOT BE PLACED AGAINST PPE BEYOND FITTING. I ONOBTE SWLLL BE BRO PSI TYPE I. WATTER MAIN 10 0" (MINI O SERVICE -I Y\ ORUATE —MAIN PARALLEL INSTALLATION CENTER A FULL LENGTH/LICK OF SINYERTER MAIN OroS9NG OCCURS OR MAIN ERNR sOR._ RL MAIN \� 0. -\ A le^ DAINI FtACFETHE CErvTER OL BOTH PIPED AT CNOSSING PIPE AND ENCASE THE — SNfAAfSTTHE CPA59NG INCONCRETE WATER O SANITARY UTIUTV CROSSINGS 1/16 Concrete Thrust Block 1/16 Water / Sewer LD NT.S. Sovice: VHB LE) 260 N.TS. Light Pole Foundation Detail (Up to 15' Pole) 1/16 Precast Pullbox 1/16 N.IS. tc. 111B ID 310A N.T.S. SOu,Ce: WE IU) 315 TOOLED IOINT \ 4-CEMENT CONCRETE (6" THICK VNICUUR AREAS 1'CHANFER I. .. _ A BIT CON �\ VARRS Ir _ (IY'MINISE 1'.O1 MIN. EIOSTNG wRFACE- -.T. cALRva D 11 MAP, I I S —I STDNE SI20 - O ENSTING BR / u. PAVEMENT / (MIN,1 L BGPADE - SECTION w EIPANSION CEMN9CONCRETE TOIAT—I NOTES SIDEWALK...- t CONCRETE FOR SIDEWALKS TO BE 4D)QP9 AND FOR PIPAN90NBIOINT� DRIVIV-S 5000 PSI, BOTH WES TO BE TYPE IL 6% % U. 51) AIR NTRNNED. BU3G FACE 2. PROVIDE EIPUNTION TOMS AT MI. W IT D.C. WITH FOOD A.- OBIF. 0EWALKSECTIOx PRE- FORMED E1PAN90N %)TNT FRIER N SEATER 3. PROVIDEIOOLEDCONTROLIONTSATs'O.C. EXPANSION JOINT DETAIL 4 PO BREAM FNISH IN DIRECTION PERPENDINIAR TO CURB. Existing Pavement Monolithic Concrete Curb (MCC) & Sidewalk u16 N.I S. Source. 111H REV LO424 NOTE'. ONCREETE OR SIDEWALKS TO BE AM PSI AND FOR DRNEWAYS SOLID PSI. BOTH MOPS TO BE TYPE B. 6 (I. SIT AIR ENTRANED. S OR LOP OF SOD MAT-- i CEMNT CONCRETE AREAS ( IN VEHICULAR .(PRIES. B' COMPACTED GRAVEL µIS'MALT STONE 9zq J SCLTMNGAMEO Sea tiDn NOTES I PROVIDE PRE OR m)ONTFIoNIS AT MIN. 30 FT. 0 C. WRH 2. PRONDEVOLm ONLOLIONTSATFOC 3. PROVIDEBROOM FINISH IN DIRECTION PERPNDICUAR TO SIDEVVPLK DWECDON. Concrete Sidewalk in Landscape Area N I . Source: VHS LD 426 I 12" -- TREATMENT VARIES - CONOEETE CURB 1CHAMFER ' e iCK COAT I. C014C. PAVEMENT $LOPE VARIES 000 PS PORTLAND <EMRENT CONCRETE IF e l : S SET AFTER BINDER OURSE SIN PLACE m m1 , COMPACTED GRAVEL (llj- MAK. STONE SIZEI PROVIDE 12' COMPACTED __� GRAVEL BEHIND CURB FOR LANK AREAS COMPACTED SUBGRAOE Cast In Place Concrete Curb (CiP) NTS. SawRa: M1B+ JS Y s mk Q.KS COMPACTED SIT I STANDARD DUTY FLEXIBLE PAVEMENT NOTES PAVE MNT SECTIONS ARE SUBJECT TO OUNGEAND YAL N BASED ON THE Bituminous Concrete Pavement Sections a/I, - 4'CEMNTCONCRETE IT- THICK IN VEHILULAA AREAS ON— 100. SIDEWALKS TO BE RNEWAYS 000 PSI. BOTH O —I TO BE TYPE B. 1 5 INA E TRAINED. U COMPACTED SUBGRAOE- UYMMPACTOGMVEL AK STONE SLID) SECTION ON IOP,i JOINT SFAIFNI CON RflF SIDDVALK NOTES yr MPAN90RN1mAl) PROVIDE JOINTS SION)OINL- 2. O C.� H PRE BLDG. WE E MN I Fi. XO FORMED IOINl iR Oa, CCONC. SIDE VALIL SECTION -- 3. PROVIDE TOOLED ONTROL JOINTS AT OC. EXPANSION JOINT DETAIL 4 PROVIDE BROOMFINISHN DBtfCIION PEIPNDICUAA TO LTA@ Concrete Sidewalk 1/16 N.T.S. SK, c VHB ED 420 PROP. EST. CONC AAMMUSTPK I PAW MNT RAN9LNINARU7-PAVEMNTOVERUV-.- .—I EDGE -\ 4FAN oOi T TOVSTIB.3I S OVBUAr T �\ OVEPIAV MICNE55 RR P1AN - - mmPUNF —FNSTINGPAVED UR ACE AN lr STREETS AND tlI Pavement Overlay Transition Section 1/16 ,T1 Source: VHB LCI435 ASI SYSTEM HTPBIY MEGCHORNG -S'CHNAFER GHTPOLES BASES BE PANTED YdLIOW -6 "0101111,2"CC - A3TAA5 VERTICAL-EQ. SPACED ,. -FINISH GRADE(MATERWLS VARvI COVER - ---PSI TYRB CONCRETE CEMNi ON UITANDGROUNDROD ONNECT TO INSIDE METAL PUE SEE E—CAL PLAN FOR SIZE E3REBAR BOLT 1. MPACRD OR TBMOUNTING pSTUINEO _ O'(MINI.�. S O MDF ---- 2 PEA MFG zPEcs SECTION MAN NOTES LIGHT OIE FOUNDATION DESIGN Is SUBJECT TO CHANGE BASED ON FINAL POLE AND FUTURE SELECTION AND GEOTECHNICAL SITE INVESTIGATION. Light Pole Foundation Detail (Up to 40' Pole) 1/16 N I S. Source: VHB l0_330 CONCRETE (6"HICK IN VEHINUR AREAS TDOLED )DINT - {` NC�13A `6. FINISH GRADE s � �IVBAENT G= UISEIO.tAK�� E "I Y. Ir' COe PALLED J GROE- SECTION JOINT Sou SFAUNI CONCRETE TCK KE \ / NOTES \V� _._ED VI 1. CO ALKS TO BETHMPSIIXE E%PAN90N IOINT AND FORE.. S. ((1 1 AN PSI. BOTH MIXES TO BE iVPEB 6%ILStI AN NTMB4m. BOG FAO BCSIET EKP 2 PROVIDE AN90OF CONN IOINLS AT MIN. 30 fi DBNu%sfcnON IC MI FILLER A SULBLORMED DPANSION JOINT EXPANSION POINT DETAIL 3. PROVIDE TOOLED CONTROL JOINTS AT 6'0.C. 4 PROVIDE BROOM PERPENDICULAR TOTCN DPECTIONPERPENDICULAR New Pavement Monolithic Concrete Curb (MCC) & Sidewalk 1/16 N I S SKI— We REV LEI-421 WIDESPOST C♦ W 6XA.5 OFFSEIB— � F3-TO BOLT— 2 0- PLAN A- 'PAL S.LIS HOLES i --, 4 W BJ05 GROU ND LINE ELEVATION Terminal End Section u16 N.TS. SPAIP B: VHB ID_457 E 0 V d t i ,. �.0hb 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont APPB 11.,N..B In avAae In ...I Apr. 14, 2017 Not Approved for Construction Details B C 7.02 12 22 57846.00 \MD\P1oi\Ve1mont\57R4sa0 H.nn d K-Mart Plaza\cad\Id\Pl Onsei\5784600-DT dwg A bloc -'POET OFFSET BLOCK - SCULL BEAM PLAN NEW -IRATE X -AN.M MITI WISHER I, NUT wppO IT i RATE ' 2%SLOPE l I I NM I 1 r 1 I I L_J sFcTEON VIEW Steel Beam Guardrail with Wood Post N.S N •` SEE 9c - AREA OF COLORED SUFFICE IPUN NEWT "FIRLfl TRUNCATED DOME ro1Moi9OHs ARE CENTER EO CENTER NOTES PMP CROSSSLOPESSHALLBMI ELSII NI. 2. THE MANMUM ALLOWABLE KNORASSI K OFACCESSNLE MUTE EXCLUDING NRB RAMPS SHALL BE s%. THE MApMUOOM ALL OEETWT�MLLEE SLOPEOF ACCE11q10IE M�UiTE AT NRB RAMPS SHALL 1E7.51. ' II.E.IINIMUUM?f UIi1TYWIS!IIJ WELLS. STGNSEETCI ANV PERMANENT OBSTAQEIN ACCESSHE EROUTE CURB TREATMENT VAWES, SEE PUNS FOR NPB HYPE RAMP. CURB. AND ATUACENT PAVEMENTS SHALL BE GRADED TO PREVENT FONDRAD SIDEWALK SECTION FOR-1 CONS ITEUCT11 B WINTEr � ACCESSNBLF ROV FNOI"i05;Ci OTHFq UDDIG NWMGI A S', 5' PASSING AREA SH,9 E.UMTSAATTE IRBON ATLRAMP LOME0. THAN -CAL CURBING. MHIOI SHALL BE SET FWSH1 NHa6D TMSi MIW WITH ADLOMMG SURFACES. I1. DDERA.WARNINGS SHALL BEMSTALLED PFW4NDRUUR TO ACCESSIBLE ROUTE. Accessible Curb Ramp (ACR) Type 'A-D' U16 N.T.S. SRAP_ VHB LD SOD ,• LORED FFaGE TRUNCATE DOMES BOM OF MMPTOSE SD K• ""'T"I ABOVE ADIAOENT SURFACE NOTES 1 LLOWABL M AE SIDEWALK 11ti MINE 2THE MUU1 ALLOWABLE ROPE Of * "GIR IPIAN IMaKApO a ro1MFN9pN5 ARE QNTER TO CnTIER AND AND NRB RAMP CM55 ROPE SHALL BE 1.5 ACCESSIBLE ROUTE EXCLUDING CURB RAMPS 3 THE MNDMUM ALLOWAOLE KOK OF 9 A MINIMUM OF 3 FEET OEM SHALL IN ACCESSIBLE MUTE TUE.. NYDRANLS. 6 Xp=AWES, SEE PLANS b. MMP. Cu0.B AND ADACENT PAVeMENTS SEE TYPICAL 11-LI SECTON 1LEE55 B. S VASSSINGCEMASHAULLILES-INONOEH pETERANE WINNINGS SHALL CONTRAST ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE BE MAINTAINED AT ANY PERMANENT OBSTACLE UTUFFY POLES, TREE WELLS. SIGNS, ETC I. FOR CUMTYR SHALL BE GRADED TO PREVENT PONOMG. -1111TRUCnIOENy.CL�p1FIG AT WiERVMS NOT TO IXQ020011F6I I VISUALLY-1 ADJOINING 11-1. 10. DETECTA8LE MNGISHALLBENSTALLm Accessible Curb Ramp RRPENDINEARTOACCE59BLEROUI (ACR) Type'F-D' ui6 N.TS. Sour-: VHB LD s05 WASHER POST-3'MIN. OfFEET 6�' P Y.. i- PLAN VIEW AIIIESPUCE IuLm I a " I e I 7 woo0 Pon - GAoImoLME ELEVATION NEW 1/16 LCIASS I I LANDSCAPE ARM IYPI TRUNCATED R CATED P \ - AM OF COLORED SURFACE Y�LLPMAK BE SEE NOTEB. ppe e y �L. �+^�Y �L EPLAN- TFAD_ TNKATEDDOMES ro1MENSIONS APE CENTER TO CENTER NOTES THE MAIMUM ALLOWABLE SIDEWALK AND NM RAMP CROSSIO SPES SHALL BE 1.5 E%MEN) - t UM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE D CLUDING CURB RAMPS SHALL BE 5%. 3. THE FMyAREMUM AL��LO�EIiNApBEELEA LE ACCESSIBLE ROUTEA 'AT CURD RAMPS SHALL BE 75%, ADUU.$u.E N°odnrii5.auf(uiv"roL-11..ETMRa wDizBDvcNr s",iic°ERFtPNErvr OBsrAOEM ACCESSIBLE AWES. SEE PUNS FOR NM TYPE 6. -III MYEMENTI SHALL BFC Em TO -I TONWIG. SEE TYPECAL DEWKK SECTION FOR RAMP CONSTRUCTION. B. WHERE ACCESSIBLE ROUTES APE LESS MAN 5' M VImiM DllUpgNG CURBING)A 5'. 5' PASSING AREA SHAlI BE PROVIDED AT INTERVALS NOT ro EXCEED 2O0 FqT. 9. I-IED ON BIIE OxPW�INGS TO BEM T5 ALLLD µD Sa RLZFT WHERE VERTIGI CURBING lS ALL CONTRAST MSUALLV III ADJOINING SURFACES 1 DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE CONTRACTOR O SUBMIT I F1. MR TITS TYPE OF ACCESSIBLE CURB RAMP FOR APDI ROADWAY CEPOSSIEGS Accessible Curb Ramp (ACR) - Type'B-D' 1/16 N.T.S. Sours: VHB LD 5o3 AREA or CO_ TMUNCITED DOMES - I", UP MAX. e SR NOTE R- I I I e• " h.Tr N e yD yD = " 01 6 1`.Ylis• Irrvl• .i 'l 1%AN NFN9 Ilq TRUWAT®DOUR NOTES •D-STINSARECENETERTIi@ITER I TINE MAXIMUM ALLOWABLE SIDEWALK AND CURB RACROSS ROPES SHALL BE 1511% 2 BE Si MAXIMUM ALLOWABLE ROPE OF ACCESSIBLE ROUTE EXCLUDING CUM PAIRS SHALL OWABLE-1 1 ACCESSBLE ROUTE Al CURB RAMPS SHALL BE 7.5%. A ACCES9BLEROUiEOE, NYDMM5,Ui1LMI POIES.,TREE-U_S SIGNS, EiCOBTAOFM TREATMENT5 CUM VAWINCURSES, SEE PLANS FOR CURS TYPE. 6. A AU P CURB AND ADJACENT PAVFBIENTS SHALL BE GRADED TO MWENT PONgNG. e. TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. SEE ACCEI98LE ROUTES ARE LESS THAN 5' IN WIDTH EXCLUDING CF.1HNG) A 5' • 5' PA59NG ARM SHALL BE PROVIDED AT INTERVALS NOTy/Tb E}�EE®02yDDOO iEE1. 9. CILIEBING IS INDICTED ON MEDML ITNG5 TO TEFEN 1£D AND 5ETE0.WITH GLL DFERPBIE WARNINGS SHALL COMRASTMSUALLY WRH ADK7MING SURFACES. TALLED PERNNDINLIN TO THE ACCESSIBLE ROUTE. 1 SUBMIT AFI FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROMAccessible Curb Ramp (ACR) Type'G-D' v16 N.T.S. SaurtB: VHB ID 506 POUF •FED seam Ouardrall IN..wl SH. 4on View �"y m"n i..exee ewlere.tn.n. w..ww Top vL.N Post and Beam REDNOCK TRUNCATED DOMES I I AofRorE �N�'�w I � - \ SETEEUNOTE9. AREA OF COLORED SURFACE _ ,beD IPUN MEW I-OELE3 ILWNCATED DOMES TDIMENsONS ARE CENTER TO CENTER NOTES I.5I1%MIN.I. 2' S%ERA MUM ALLOWABLE POPE Of ACCESSIBLE ROUTE EKCLIDING CUFBLRATYPISHALL OE THE MAIIMUM E KOK OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 75%. ACCESSSUBLE ROUTE 9E. HYIYDRANTS UTEMrv"POLES,,TTREE MY PERMANENT SIGNS,, E COBSTACIE M S N TREAT AWES, SEE RANI FOR IAS TIM 6. MMP, CUM AND ADJACENT PAVIMENTS SHALL BE GPADEO TO PREVENT PONDING. SIDEWALK SECTON FOR RAMP -FICTION B V IING ARF NEEETF•ERROV%EL7ITT.HAN S�A�lq pII�TiOyEREEMXOCF IIN,1uLFEMGI A S' F I. 9 Gim ON iHEDMWiNG510 BE BESTi µD LET FLU%,�gE VDnICAL NRWNG ALL COMMST NSUALLY WHIN ADJOINING SURFACES E OETERANE WARNINGSSHALLBEMSTALl®PERPENDICTAAR TO THE ACCESSIBLEMUI£ t NYTOR i0 Su0Mli 0.F1 Po0.IIS TYPE Of ACCESSIBLE CURB RAMP FOR AIN ROAOWAY 2' IX059NG5. Accessible Curb Ramp (ACR) Type'C-D' 1/16 N.T.S. Sour-: VHB LD 502 MA"REW flIroFBEI IMINOIT®DOMES 91MENSIONS ARE MTER To CENTER NOTES 1 THEMI j UM ALLOWABLE SOEWaD( AND NRB RAMP CROSS SLOPES SHALL BE L5 2' EHALLBE SIRE ALWMBUE KOFAMESVOUE UTEE UOMGNRBMMPS 3 THE MANMUM ALLOWABLE SLOW OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE A' A MFCENUMOF 3 FEETUTE OUTPUT SHALL BE MAINTAINED AT EWEERMANEN OBSTACLE ES, SFE WANI FOR CURB TYPE. 6. RAMP? CURB ANDTAUTACENT PAMMFNTS SHALL BE GRADED TO PREVENT PONDFG. SHAH NOT PROLECT INTO- II- TRAFHC-E5. DEFERABLE WINNNGS SHALL CONTRAST NSUALLY WITH AggNING SURFACES. 9 GET ARE WARNINGS SHAD BE INSTALLED PERPENO-A TO TIE AC SPEUE FOjF Accessible Curb Ramp (ACR) Type'H-D' 1/16 N.T.S. 1.- VHB LOW 1FE tl gBl k EhC HI Dof Wall swwA oHB mmlm Free+wary ennF �. _ a r.HFtmm..,nr .l�9ommlNwn uava ~", H{ 3-0- F. � VMw .• an,«nte.n .,�+..., nt VIAW`J BBc6 VMw D,»."r,- Freestanding Blocks with RED/�ROC Cap at Top of Wall I I II 'r`Br. 4 .�• Y L�o� -AREA DF COLORED SURFAG: v 35-I1W1• IPuW VBg9 (rROnLE ro1MENT9aON5�AM CENTER TO CENTER NOTES 1. iHEMAKIMUM ALLOWABLE SDEWAq AND NRB RAMPCROSSSLOPESSHALLIE 1.111%WNI- THE MAXIMUM ALLOWABLE SLOPE OF ACCES TTLE ROUTE EXCLUDING CURB RAMPS SWILL BE S%. 3. THE MANMUM ALLOWABLE SLOPE OFEAKCICCEESSHILE�MUTE AT CURS RAMPS SHALL BE 7.S%. A ACCEIRELE ROUTEAE MYDRA9NTS U>1111YEOLES.rREE WA"ELYLSEE S`E:C°BSTACLE IN 5. MTMENTVAWES,RE-SMICTURBTYPE. 6. ?NMANp Ap1ACENT PAVEMENTS SMALL REGRADED TO PREVENT roNOIrvG. 0.0 ION 6 rRE CNSS®RO�mSARE LE ALT5 IRE F.YQ U`DING CURBING?A 5'F 5'PASSING 9. mM1TONTDROBIiTEDETLTNMERE YFADUINWMGIS M01AED HE AVVENNGS TE NSNLDSSF� GS SHALL CONTRAST VISUALLY WIH AOIOLNMG SURFACES. 11 ODERABEl WARNINGS _ BE INSTALLED WRPFINOICUUR TO THE ACCESSTR E ROUTE. Accessible Curb Ramp (ACR) Type 'D-D' u16 N.T.S. Sour-: VHB LD SU3 i �1' \��• - SEE NOTE 9. 3. k --.'uP A. 9" � 3s�mPI• LWµ MEN9 IHHOFTIQ TEWKAIMOM D6 w •DIM9oNSAFTEE CENTER TO CIENTER NOTES 1. �E SAKpAUM ALLOWABLE SmEWALKINDNRBRAW GLOSS ROPES SIAlL ESE lsll% 2. THEE%MAINLL AUM ALLOWABLE ROM OF ACCESSIBLE ROUTE IX UONG NLRB RAMPS SIAL BE 5 3. THEMAtlMUM ALLOWABLE ROM OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%. 4 A MINIMUM IFUTE0E, H19AµTS, UTEILITNY POLEI, TREE V S,SIGNS,, EETC)BSTAOEIN i , SEE PLANS FOR IRS TYPE. RAMPiCUMT AND VAWESADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT FINDING. SEE TYP-1-11 11101 FOR RAMP SECTION CONSTRUCTION. BSA „.LBE "SSA w -INS No:.dl I;WININGIAS'.5' 9 OIHE DPAWN4S.K. VINO 59ETLUIHRTICAL OETERABIF-11 O-1 CO 1-MSUALLV WITH ADJOINING SUWARS. IL -.I WNMINGS SHALL BE INSTALLED PERMNDICLUR TO THE ACCE59NE ROUTE Accessible Curb Ramp (ACR) Type'I-D' u16 N.T.S. SR- VHB LD_SW .a n. I� - . r •d•Y.kL mB, .. l `f•N trwx r r I t -_ ®AMERISTAR Fence Detail (4' height, Black color) - 35IMP1• •�- , RIaN NEWT IPADFafl NOTES TDIMENSIONS ARE CENTER TO DOME _ ENTER 1. THE MAKIMUM ALLOWABLE SIDEWALK MID NRB RPMP CROSS SLOPES SHALL BE I.S H3%MINI. THE MARIMUM ALLOWABLE KOK OF ACCESSIBLE ROUTE E%CLUDING NRB RAMPS SHALL BE 5%. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.516. 0. i 9.ECMVOPEANTS U1eUiVCUPOLES TREE B`MLLNS fIW1x ETZj ANV PERMANENT OB5TA0.E IN ACCF551B1E 0U f 5. I. TREATMENT VAWES.SE FIRM FOR A. IRE. RAMP, CURB AND ADIACEIT PAVEMENTS SHALL BE GRADED TO PREN83T PONDING Cu 9DfWALK SECTION FOR RAMP CONSTRUCTION eSHALLTEFY&S MIT To ERIN aM EIW F1 LEDMG ORMINQ A 5'F5' PASSING AREA 9 STAGNATE TONREHIGIETIE ABE MOVIDED AT IRAM MINABUTIRMb SFiEFkiLU T INHFREVEROCALNRBINGIS DETECTABLE VVARNINGS SHALL MST VISUALLY NTH ADgINMG SURAACES. 11. DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDINLM TO THE ACCESSEII ROUTE 12 CONTRACTOR TO SUBMIT RF I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APIX ROADWAY 1MIONG5 Accessible Curb Ramp (ACR) Type'E-D' Ina N.TS. Sauce VHB III tU4 35' IYP.1' h �• -'� puN MEN'? ryR011fl TWNGI®DOYe NOTES TORMENSTONS ARE CENTER TO CENTER 1. THE MNIMUM ALLOWABLE SIDEWAUI AND CURB RAMP CROSS ROPES SHALL BE IS El�2. TIEALMEpM%MNIOgiWALBIERSOPELyOF�AKC�CASE BB1UE UTEF% DING FNNRBRNAPS A. TIE Ul AU.ClVABUE ROM OF ACCESSIBLE MUTE AT CURB RAMPS SHALL BE A At:CESSIBLEROUTE O.E. XYOPANl U;VNRo TLES. LREET NA"t1YLS W9GMN5, ETCOBSipCIF IN 5. CURB TREATMENT-11. SEE PUNS FOR NRB TYPE. 6. RAMP. CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. F SEE TYPICAL SIDEWALK SE�C�T5IPININEEMLER RAMP SECTION CONGTftCCTION. B_ W"9NG AREA SHALL BEE•ROMDED AT MTEMN"S NOt T6%&BpNGNMET 5'.5' 9_ NR-BINGIS�NDIGTFDO iNE ONAIGWINGS iO BENT ANND ET FLUSH UE HALL CONTRAST VISUNLV WIN ADIOMMG SURFACES. 11 DETECIABEl WAWBNGS SHNL BE INSTALLED PERPENDICUURR TO THE ACCESSIBLE ROUTE Accessible Curb Ramp (ACR) Type 'J-D' 1/16 N.T S. S-R-: we Lo 50s E h b v d t 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont Apr. 14, 2017 Not Approved for Construction Site Details (3 of C-7.03 13 22 Pnl.F nrwre. 57846.00 VAnH\G,oiAV,,,S,tA57646.00 Hannaford H-Mart P1 VmAdVPIND6ee\s7s4e.00-DTdvq AREA SOL RED UNCITEO 1 - SE NOTE 9. Y.EUP_ 3 (PLAN NEWT (PROFILE) NOTES 7H1:I ARE N EO DOMES ro1MENslOwCENTER Io cENrER 1. ;HI MI MN)MUM ALLOWABLE 9GEWAIX AND CURB RAMP CROSS SLOPES SHALL BE 15 2 ALLBEM%MALLOWASIESLOPEOFACCESSIBLE ROUTE IXCLUDING CURB RAMPS 3 THEMUMALIOWABI£SLOPE OFACE59BLE 0.0UTEAT NRBRAMPSSHALL BE 4 E p.HVSSTLNMVLS,�PEEELSETE105TACE IN ACCESSIBLE uiEDRANSPPOEWLNOCT 5. TREATMENTVRES,SEEPLANSFORCURBTYPE M' CURB EWAU(SECTON FOR 0.4MPHALL BE GRADED TO PREVENT PONDING. 7. SEE TMR-90CONSTRUCTION. e5.ACCESSIBLE HAH BE PROVE�E� THAN lMMLIDN04 TOE;CEEo 2.FEET�AS'n 9. 4YUHE HATE CURTSS INLIRO PT EA THAN VERTICAL NRBING. WHICH SHALL BESET RUSH) EITURFAES. 11. GDOETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO ME ACCESSIBLE AccessibUlEe Curb Ramp (ACR) Type X-D' 1/16 N.T.S. Saurce: VHB LD 510 b N b b b n b 4 WHITE PANT WHITE PAINT - M LENGTH AS REQUIRED (SEE STNPNG PLAN) 1 Al�(�12r ��ll� � ��Il V L� 4 P -r N D -WHIT PANTED n /n� n T`V`/A/A STOP UNE 44 u 4 WHREPANT WHITE PANT IttP l , LANE NOTES 1 OBE INSTALLED FOR ON CATTONS SHOWN Painted Pavement Markings - On Site 1116 N.IS. Source V N LD 554 n STAPLE 1P' - O CNTE 4-OVERLAP \\ (MIN I N cENreR '^I IC) B'LOAM RSEEO 1 N�) I � v CYM GAUGE NO, WIRE NOTES 1, APPLY TO SLOPES GREATER THAN 3H:IV OR WHERE NECESSARY TO AID IN ESTABLISHING VEGETATION. 2. APPLY TOP SO IL FERIL¢ER, LIME AND SED PMOR TO HACNG MATING. 3. STAPLES ARE TO BE PLACED ALTERNATELY, IN COLUMNS APPPDXMATELY 2APART AND IN ROWS APPROXIMATELY 3' APART. APPROXIMATELY 175 STAPLES ARE REQUIRED PER 4'BM5' ROLL OF MATERIAL AND 125 STAPLES ARE REQUIRED PER 4'R159 ROLL OF MATERAL. 4. DISTUAND SEDIMENT CONTROL ERBAEDHALLLL BE Pro SHALL SD SOOELYLY GRAGED OVER GROUND09ORFAE DO NOTE STRETCH AND ENSURE CHASE CONTACT WITH THE GROUND SURFAE.. 5. ALL TERMINAL ENDS AND TRANSVERSE LAPS SHALL BE STAPLED AT APPROXIMATELY I2-INTERVALS. 6. BEGINATTHETOPOFBLANKETINSTAUAIONARFABYANCHOANGBIANKETINA6'T012'DEEP TRENCH SAGAILL AND COMPACT TRENCH AFTER STAPLING. 7. ROLL THE BLANKET DOWN IN THE DIRECTION O F THE WATER FLOW. B THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX.4" OVERLAP WHERE 2 OR MORE STRIP WIDTHS ARE REQUIRED. 9 WHENBIANKETS MUSTBESPUCf,PIACEUPPERNANKETENDOWRLOWERENDWCHI2'(MINI OVERLAP AND STAPLE BOTH TOGETHER. Erosion Control Blanket Slope Installation u16 NTS. Sourc,'. VHB 5:6M)-VT asx Hwy - �oTDBE SET AREA OFCOP SURFACE0� ARFAOF LORN SURFACE RAMPS ry€��-� m I CITED ODES (PLAN NEWT 1 1 EN T AIAS RI TRONGTED DOMES EVER NOTES 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5111 MIN) 2, THE MLEE MBM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING III RAMPS SHAM ALLOWABLE SLOPE OF ACCE5SBLE ROUTE AT CURB RAMPS SHALL BE 75%. A ACCESSIBIMROUTE BE, HYDRANTS UTEIIIi/1'RULESEREE WELLS, SINSENU'BSTACIEIN 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE CURB AND ADJACENT PAVEMENis HALL BE 1-11 TO PREVENT PONDING. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP OCONSTRUCTION e AG9LBERNmTNANOC. SSING UU0EMGIASX5ARHpOnTIERVNXFEOELLT' u CIN111T NSUALLY WSTH ADJOINING OLIFACES. I E WARNINGS HALL eE.INsrnuTH PERPENDICULAR To THE ACCESSIBLE Accessible Curb Ramp (ACR) Type'L-D' 1/16 NTS. Source: VHB LD-511 F0P AND FACE DO NOT PANT FLUSH ON0. B ALONG STORE CURB PORTION OF FRONT YELLOW ACES90LE NRB RAMP (SEEPLANSFORUMIT-\ \ HI FIRE,LANE 4„ YE OOW STRIPE 4' 'WIDELY T IS To YELLIOW LETTERS �� CURB a 3' O C. TYPI 12 WIDE WHITE SLRPE mP) MAX. SLOPE 15% NGEOF :Z2 CLEAR mv) TRAVEL LANE - IMAX.1 YB"ITYIH NOTES I TWELVE ININ(12F UNES SHALL BEAPPUED IN ONEAFPuunON,N. COMBINAIO O UNES DWO - 61NCH UNE9 WILLSE ACCEPTED. x. LONGITUDINAL CROSSWALK UNES TO BE PARALLEL TO CURBLINE. 3. AUGNEpDIN AL CROSSWALK UNES TO BE THE SAME LENGTH AND PROPERLY 4. CROSS WALK SIDESLOM SHALL NOT EXCEED 15% 5 3THE HIGH LENS SIN 3L_DONBAR ALONG THE FRONT OIU AT UP ADA ETO NTT THE FRONT SIDEWALK (PACED - 0 C). 6. STRIPED PEDESTRIAN(AOSSWAixS SHALL BE LOCATED AT THE FRONT DRIVE AISLE FROM THE PRINT SIDEWALK TO THE ACCESSIBLE PARgNG SPACES. Crosswalk and Fire Lane Striping u16 N.T.S. So .: VHB LD 556 A. BURY THE TOP END OF THEJUTE STRIPS IN A TRENOH6 IN ES OR MORE IN DEPTH. SECURE WIM ROW OF STAPLES IN VERTICAL TRENCH WALL 6 INCH SPACING INCHES DOWN FROM TOP OF TRENCH B. TAMP THET ELOF B + 5 6 B Bi STAPLES 61NCH SPACING 4 INCHES DOWN FROM THE i' Y 6 yi B r B A C BN OVY I END IF STRIP AS ERIAP'BUOVERIP➢ENDOF TOP STRIP4INCHES AND STAPLE y 11 4 Y \\\ \ D. ERO90NS7OP FOLD O-TEBURTEDIN i TRENNANI TABURED:DOUBL ROW OF STAPLES. 4IN.OVERIAPOF AfTS NITOSTRIP WHERE 0.MORESTNP W DTHSPAf REQUIRED. \\ \ APLES IN IB THIN ON ER. S'VOOUTEN E EDGE 2FKT ON CENTER, WIDTH VPA ES INSTALLAIONSHALLBEASPERMANUFACTURER'SRKOMMENDATON$ NO. II GAPE WIRE Erosion Control Blanket Swale Installation n6 N.T.S. Source: VHB LD_6Bl (PLAN NEW) (PROFILE) TRUNCATED DOMES NOTES 'DIMENSIONS ARE ENTER TO CENTER 1. ME MAXMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 15 2, THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE IXCLUDING CURB RAMPS 3 THE MHALLANMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE ATCURB RAM PS SHALL BE 7.5%. 4ACCESSIBLE STE O.E�HwPMMILTSEUnUWPOLESTKEWELLM9GENS,ETI)ACLE NRBME, RAMP. NRB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONONG. CONSTRUCTION. S_ i5 IL NG REELER SHALE BE PROEV SST Ai N]NWIDTH IIXCLUOINGCURggLNG AS' I TERVAS NOT TO IXCEO x00 FES(. 9 RINIINDWAYS EAT IIII"NO OTHERTHAN VERICAI CURBING, WHICH HALLBE SET FLUSH) WHERIHA CONTRAST NSUALLYI N ADJOINING SURFACES. Il. DETECTABLE WARwNGs sHALLEE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE Accessible Curb Ramp (ACR) Type'M-D' 1/16 N T 5. Source: VHB LD 512 ITAKEIOR APPROVDOD SEENOTE D EQUAL SILT FENCEWORK ,L AREA FLOW g I PROTECTED AREA TOP F SOIL GRO ON III UNDISTURBED GROUND STAPLE -B TIDNC. AWAY FROM 4 PROTECT BACKFILi AND CO.vnCT-/ it W�M6k� sT NOTES 1 WOMEN GFE FENCE RENFORCEAINTIS ONLY REQUIRED WITHIN 100 FT UP5LOPEOF RECINEN TERS 2 O ENINGLLO EQUFEENCE 5HALL BE WOVENM. EN WERE MI4 GAUGE WITH A 6"MESH 3. FILTER RACIBITHER SHALL BE TIER FILTER%, MIRAI 100X, STABILN40 RA T3N OR APPROVED IL 4. POST SPACRW FOR WIFE PACKED FENCE SHALL BE lO FT. MAX. FOR FILTER CLOTH FENCE WHEN ELONGATION N> %, POST SPACING SHALL NOT EXCEED 4 FT. FOR FILTER CLOTH FENCE WHEN ELONGATION 15 .50%, POST SPACING SHALL HOT EXCEED 6 FT. 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EALH OTHER THEY SHALL BE OVER LAPPED BY 6 INCHES AND FOUDED 6. PREAONICATED UNITS SHALL BE GEOFAB, ENVNOFENCE OR APPROVED EQUNALENT. ALBE PERFORMED AS NEEDED AND MAI£PIAL REMOVED WHEN sFDBAENT REACHES HALF OF FABRIC HEGHi. Silt Fence Barrier 1/l6 N.T.S. Source: VHB LO 650-VT SITE aO'(MINI - �SE14C A PLAN WEW SITE NBN.1 EXISTING PAVEMENT FILTER FABNC STONE MOUNTABLE BERM CROSS-SECTION NOTES 1. STONE Ste: USE I To 4 MCHE DIAMETER STONE OR RECLWMED OR RECYCLED CONCRETE EQUIVALENT2 LENGTH NOT LESS MAN � FEET 4. WIDTH: IT WIDTH SNAIL BE A TWELVE (12) HOOT MMPAUM. BUT HOT LESS THAN THE FUEL WSDM AT POINTS WHERE INGRESS AIR E1155 OCCURS. S. GEOTEXTIE. MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. 6 INVERTED TOWARD CONSTRUCTOR EXITS SHALL BE WED TMTME EAT I PIPING BE RAPPACTCAL A MOUNTABLE BERM WITH 5'.1 SLOPES WALL BE PERMITTED. 7 MANTENANCE'. TIE FXITSHALL BE MAINTAINED IN A CONDITION WHICH WIL PREVENT TRACKING OR tRACKED ONTO G Of PUBLIC MGHTS OF WAYRIGHTS Y MUST BE REM VED EUM ENMTMPBLfO DROPPED WASHED OR IL DRAMS IN a AN AEPPROVLUREUIRESEDWENT IT SHALL STRAPPING DEVICE E DONE ON AN AREA STAB86ED WITH STONEAND WHICH 9 PERIODEC INSPECTION AND NEEDED MANTENANCE SHALL BE PROVED ACCORONG TO PERMIT REQUB)EMENTS. 1 STAEffED. CONSTRUCTION EMT SHALL BE REMOVED PRIOR TO MAL FMISH MATERIAS BEING BH'TStabilized Construction Exit v N.T.S. Source: VHB LID 682- / \\1 ON ENTER WIDISH (PAINTED WHIM I BEIIIT ® vaN L :ESf_EDfiA L Ul'FOR VAIN 5'(MINI DETAIL 3"WIDTH (PANTED WHITE) NOTES 1, ALL DIMENSIONS TO EDGES OF 4' PAVEMENT STRIPING. x ALL WIDTH REFERS TO B' CLEAR BETWEEN INSIDE EDGES OF PAVEM ENT MARKINGS. 3.ALL SL )PISAREAS SHALL NOT EM=1.5%iHEACC. SSIBELE PARKING AND AISLE NRBIINE EL mPI EL r (NBw C 0 MAX, ,yam N NRBUNE B' ITYPI NOTES 1 LW CH(12')LINES COMBINATION of UNES 3. ALL LONGITUDINAL CROSSWALK ANDPROPERLYAUGNED. 4. CROSSWALKSIGULOPESHALLNOTSRSTED1.5%. SHALL BE APPUED IN ONE APPLICATION, NO (TWO - 6INCH LINES) WILL BE ACCEPTED. LINES TO BE THE SAME LENGTH Accessible Parking Space 1/16 Crosswalk Nt.S. Saurce: VHB LOS52W NT.S. Source: We COAPOST FIlLED \ - 9LTSOCKIll. I BEODEGRAEAEUI MESHNETTING - WOERAK /y EOM INSTALL SUPPLEMENTAL III PROTKTEDAREA OF NOTES 1. SILTSOCK SHALL BE FILTREXX SILTSOXK OR APPROVED EQUAL. 2. 9LISOCKS SHALL OVEPIAP A MIMMUM OF 121NOIES. SOCK SHALL BE S EVENULLY AND AFTER ALL STORM TS AND REPAIRNOR REPL CEMENTI HALL BE PERFORMED PROMPTLY AS NEEDED. 4, COMPIET MATERIAL HALL BE DISPERSED ON SCE, AS DETERMINED BY THE ENGINEER. 5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE COLLPOED AND DISPOSED IF I;ESHE Siltsock - Erosion Control Barrier 1/16 N T.S. Source: VHB LD_658 L 1'QVERIAP III, N II No.. LEN I I STAPIEs FIEIT1ILTER FABNC (MINI I 1 rRLLTRAl114URT ,DRAPPRIN EQUAL VEAN VIEW FILTER FABRIC TMIRAFl I40N OR APPROVED E U Q AU r IEIREEIOSE l _I DIXHARE HOSE CROSS-SECTION NOTES I. NUMBER OF BALES MAY VARY DEPENDING ON SITE CONDTTONS. 2 TIE BASIN TO BE SIRED TO PREVENT DISCHARGE WATER FROM T Dewatering Straw Bale Basin WE N.T.S. Source: VHB LD 6B0 E 0 " ov a s 1 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 WIREIMN- NNCREESICCX IFAIL - �- - GRAVEL SLOPE OVERFLO ��EEN FILTER� AIL RUNOFF -DROP INLET WITH SEDIMENT FILTERED WATER SEDIMENT NOTES 1. JAY ONEELOCK.HEACH SIDEOF THE STRUCTUREONITS SIDEFORDEWATERING HALLBE 2"MIMMUM BELOW THE REST OF THEINLET AND BLOCKS HALL BE PLACED AGAINST THEINLETFORSUPPORT. 2.CONCRETE BLOCKS SHOULD BE PLACED LENGTHWISE ON THEIR SIDES IN A SINGLE ROW ABOUND THE PERIMETER OF THE INLET. THE ENDS OF EACH BLOCK SHOULD BE ABUTTING. THE HEGHT OF THE 6MRIER CAN BE VARIED DEPENDING ON THE DESIGN BY STACKNG VARIOUSMOINATIONS OF DIFFERENT SIZED BLOCKS. THE BARRIER SHOULD BEA MINIMUM OF 12INCHE HIGH AND A MAXIMUM OF 16INCHES HIGH, 3 HARDWARCONCRETES BLOCKS CLOT' AND EKTENGED AT LEEASTD11 INCBE HES AROUND THE OPENING TO PREVENT AGGREGATE FROM BONG TRANSPORTED THROUGH THE OPENINGS IN THE BLOCK. 4. VEIB"TOY'IN DIAMETER PLACED 2" BELOW TOP OF THE BLOCK 'LOPE FLATTER 5. A I FOOT THICK LAVER OF FILTER STONE WILL BE PLACED AGAINST THE 3"STONE . 6. MAXIMUM DRAINAGE AREA PER SEDIMENT TRAP IS I ACRE. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER SHALL BE CONSTRUCTED IN PAVED AREAS. Lake Champlain Block and Gravel Drop Inlet Sediment Filter (Paved AEteas) Marketplace NTS. Source: VHB LID 06-0 947 Shelburne Rd. South Burlington, Vermont Auw4. SD .-NON WOVEN XTE i A' (MINI PasE OI HARGE ;URFACS r CROss-SECTION FILTER FABRIC NOTES I. BAG TO BE USED IN ACITICANCE WITH MANUFACTURERS RECOMMENDATIONS. Dewat_ering Filter Bag 1/16 N.T.S. Source: VHB ID-01 HSup N. Apr. 14, 2017 Not Approved for Construction ,Site Details 14 of 11 C-7.04 K, 14 22 57846.00 VAmbAPro]AVer ,,tA57846.00 Hanna(ord K-Marl P1 z,AcooAdVP1 Ds tA57946.00—DTUwq E O V d s - ROUNDED CONCRETE OAP `CAP STE& PIPE POST — TYPICAL SIGN tt➢IC4L AGN % �r CONCRETE FILL f CONCRETE (FYPEN 236'DA. STFfl POST j/ 6x(]xAl AIR ENTRAWED PABNT WID0. SELERW * • THIS DIMENSION SHALBEAMRBMUMOF 5' FOR ACRSSIBIE SOm PSI CEMENT N@I6' BINMINOV$ Y.-M@16"BOTH WAYS 6'A6Efl PPE FlLLFO WrtH - BY ARCNNEON SLGNAGF. CONCRETE COLOR SflECTED BY CONCRElE fTWE@ BOTH WAYS CONCRETE OWNER/ARCHITECT—IFl AND • THIS DIMENSIONSHA.LBEAMAPBVUMOFe' FORACCESSIBLE �1,1%11ABRENTRAJNED (CENTER®1 AYFMENi /% FlMSH COATSTOBECOMPANBLE SONAGE �)'—BITUMWOUS WITH EJOENOR METAL SULFACES. PAVTAIENT N COMPACTED GROUND SUPFACE / r - SURPACE TREATMENT VAPIES (1]5"%1]5'1 u DNISHED GRADE T N POST = S t7 _ IAND6EAPEOAR�, � GRANEL L'—_� COMPACTED N OA. CONCRETE ENGSEMENi 51NGIIME \ `. COMPACTED GRAVEL -ANCHOR SIFEVf� WMPACPO COMPACTED ORAV0. ` 4 a2s•x us"I LrecRAOE ' OR 12'OTA n y CONCRETE SUPP00.i S -SIGN POST ANCHOR NOTES NOTES (2.0%2D) 1. SIZE OF PAD TO BE AS INDICATED ON PLANS I SQEOFPADTOSEASINDICATEDONPIANS. _ Z. CDONIWNTSSIIKLBF IDACEDVERTHE i(MN 30FED ON 2 ONSTRANDS ION BE EQU LB SPACED OVER THE LE GT 30FD:i ON --COMPARED SUBCRADE TANS D0.1fNSION SHALL BEAMPOMUM Of S'f00. ACW59BLE -- E THDT DSHALLBE WUALLY SPR<ED OVERTHE I£NGTH.WD —THO THE PAD BE EQUALLY SPACDOVER THE LENGTH AND • 9GNAGE \ WIDTH O<THE PAD. WIDTH Oi THE PAD. •• THISMMENSIONSHNLBEAMNBMUMOf B'FORACCESSINE EARTH.SKID D_Ke 9tilAGE Bollard w16 Sign Post - Type 'A' 6 Sign Post - Type 'B' I/I6 Dumpster Pad 1/16 Loading Dock Pad 1/16 N.T.S. Source: VHS LD 700 N.T.S. SRM.R:VHS LD 7DI N T S. 5.—.: VHS LD 702 N.T.S Source: VHB LD 710 N I . cVHB LD 711 NOTES 1. SIZEOFCOMPAROR PAD TO BEASINDICATEDON PLANS. 2 ONKB TSSHALBESPAOMNOMORETHAN30FEETON CENTERAND SX BF EQUALLY SPACED OVER THE LENGTH AND WIDTH OF THE PAD Compactor Pad 1/16 N.T.S. Sou.R:VHS REV LD 712 - 6TALL GALVANIZED CHEEN NNR FENCE WITH PRNACY SUi6 1-� ® •-� SORDE OAAPRQUO SCORE LINE (TVP) -y- --6"CONCRETE PAD I' u50R f__ 11'MMI , CE]AETNi CONCPETE PLAN NEW NOTES 1. REFERTOPUNFORACNADAVENSION Dumpster Pad w/ Enclosure V16 N.T.S. So D.: VHS 1D713 �v 0 .` hb 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont APP.B DnN�w aNN-^6„ g .,.w Apr. 14, 2017 Not Approved for Construction Site Details (5 of 5) C-7.05 15 22 S7846.00 VAtenApoiAVermont\57346 00 Haacarord K—Mart P1mVcadAdAP1anset\57646.00-LAd, Plant Maintenance Notes 1, CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS AND PLANTINGS. NO IRRIGATION IS PROPOSED FOR THIS SITE. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS AND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. WATER SHALL BE PROVIDED BY THE CONTRACTOR. 3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON, WHEN NATURAL RAINFALL IS BELOW ONE INCH PER WEEK. 4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT. 5, CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR GUARANTEE PERIOD. CONTRACTOR SHALL TURN OVER MAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THAT TIME. I 1LU LU F I W> tl U I a Z Z_ W t, o Vl d�COm I d W u 0 CO N W �0 I— uLl I Z Z p XL 1 U!L r I I Planting Notes 1, ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS. 3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT. 4. A 34NCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE OWNER'S REPRESENTATIVE. 6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING. 7, ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY CRY ARBORIST AND LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. 8, ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE'AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS. 9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING DATE OF FINAL ACCEPTANCE. 10, AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM 6" OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE PROTECTED WITH EROSION CONTROL FABRIC. 11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'S REPRESENTATIVE. 12. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION. 13. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE / CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION. I I I w HS 1 � 2 2 � AF PC HS 60 GTS .I, G I - I 0 ) WD a; 2 AF 1 g GB W Z y 0 0 - I 0.�� S �' W��yPT F-1 o a mumm C r, n - z OCO-mz 1 Z ao �2 / 2 GT m d Z W GTS , AF 60 HS I I Z Q 82 0 LL � _ 0 78 I _- LL N �I -= �wNw� - O ( 4y C N IN O S, O a OF I P AL T CH I` I = m � vcI � , (TYPICAL AL{"ISLANDS) - ` I 1 2 m 200 .. o co Z GB GT UAP HS I I G� 50 5 IM1\_- tREFERTO DETAIL A/L-- 1 i — LIGT. GTS / AF J,l EXISTING TREE LTYP) 11 S H II W 9� PLANT _SCHEDULE N 85 ` HS .. / 28 "-SEEDRG MWT CS ENLARGEMENT SHEET L 1 02 DECIDUOUS TREES ga AF 13 BOTANICAL NAME Acerfreeman Sienna COMMON NAME Red Maple I I BN 9 Setula nigra River Birch GB 30 Ginkgo b'loba'Autumn Gold' Autumn Gold Ginko ` - -__.. _ -- -- — -- - ----- - -- - GTM 15 GTS 14 Gleditsia triacanthos'Moraine' Gleditsia tnacanthos'Shademaster' Moraine Honeylocust Shademaster Locust IL_-- PC 19 Pyrus calleryana'Chanticleer Callery Pear - UAP 4 Ulmus amencana'Princeton Princeton American Elm ! I SHRUBS (TY BOTANICAL NAME COMMON NAME CS 28 Cornus seeicea 'IsantE Red Twig Dogwood VINES CITY BOTANICAL NAME COMMON NAME - PD 69 Parthenocissus tricupisata Boston Ivy PERENNIALS QTY BOTANICAL NAME COMMON NAME HS 3,508 Hemerocallis x'Steil, de Oro Stella de Oro Daylily E O V d vhb 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 0 20 40 80 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont MKW MPH Apr. 14, 2017 Not Approved for Construction SIZE REMARKS 2.5 3" CAL B&B, 6 Min Branch Ht., Single Stem 2 2.5' CAL B&B, 6 Min. Branch Ht. 2.5 3" CAL, B&B, 6 Min. Branch Ht. 2.5 3' CAL B&B, 6' Min. Branch Ht. 2.5 3' CAL. B&8, 6 Min. Branch Ht. 2.5 3' CAL. 8&B, 6 Min. Branch Ht. 2.5 - 3' CAL. B&B, 6' Min. Branch Ht. 1 • 01 SIZE SPACING 24-30" Wide 60" o.c. SIZE SPACING ch- m 3" Pot. 48" o.c. 16 22 SIZE SPACING 1 GAL 18" o.c. 57846.00 E 0 a s v"lib 401DX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 DSED HANNAFORD SUPERM, 7ING BUILDING TO BE RENO% EXISTING SHOPPING CENTER I BUILDING kI1hirFOOTPRINT =BO,Fi71 SF �UGHTGREY CONCRETE (TYP.) ALL CONCRETE TO BE FINISHED FACADE TO BE RENOVATED ur��nr.uur c ��o cr i -DARK GREY INTEG L WITH MEDIUM BROOM FINISH 4 COLOR CONCRETE P.) AND SAW CUT JOINTS -. TRASH/RECYCLE LE GRANITE BOLLARDS (TYP.) BIKE RACKS RECEPTACLE (TYP.) CANOPY LINE \BENCH (TYP.) BIKE RACKS TREE GRATE (TYP.) N3 N3 - i\ I _ T' _ r m�� e ,T, r1filtrn m m rr1 rm i - - - o n m go 0 0 o d PAINT TO IDENTIFY ` PEDESTRIAN ENTRY (TYP) IH r R� R7-8 R7-8 R7-8 R7 8 NTINUOUS PLANTING II - - ENCH (TYP, ISLA \_ I BUILDING FACADE ENLARGEMENT I UAW '01 ►,tea 4m��d�� ro4e :�� 4�„ r; gs DRY SWALE ENLARGEMENT 0 10 20 40 Feet Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont -P" uw�wMKW.�MPH Apr. 14, 2017 Not Approved for Construction Planting Plan Enlargements L-1.02 ., 17 22 57846.00 'A' PUNT svAaNe PLANT SPACINGCA') ROW SPACING (-B-) 6IN, OC. SIN. OC. ---- , 81N. O.C. 7IN. O.C. .� ¢i 101N. O.C. 8 V, IN. O.C. W I° '; 121N. O.0 10 V, IN. O.C. \�' \ •r 15 IN, O C. 131N. OC. 18IN, O C. 16 N. O.C. t r MULCH 1 FINISH GRADE i i --PLANTING SOIL tiN _ _,_ CONTINUOUS IN BED -- UNDISTURBED OR COMPACTED SUBGRADE HARDWOOD STAKES OR DEADMEN (TYP) TREE PIT ROOTBALI TREE TIE PLAN TRUNK H()(I THREE TIMES ROOTBALL DIAMETER WITH SLOPED SIDES NOTES 1. STAKING 15 NOT REQUIRED FOR TREES UNDER 3" CALIPER. NYLON TREE TIE WEBBING (LOOSELY TIED) PAINT TOP 6" OF STAKES ORANGE OR REFLECTIVE RED TAPE TX27X8' HARDWOOD STAKE (2 STARES PER TREE) (PLACE WITHIN 6" OF ROOTBALL) TREE SHALL BE SET PLUMB, AFTER SETTLEMENT TRUNK FLARE SHALL BE COMPLETELY EXPOSED, SET r ABOVE THE ESTABLISHED FINISH GRADE 3" BARK MULCH, DO NOT PEKE MULCH WITHIN 3' OF TRUNK -- SLOPE TO FORM 3" HIGH SAUCER -- PLANT BACKFILL MIXTURE. UNTIE AND CUT AWAY BURLAP FROM % ROOTBALL (MINT: I SYNTHETIC WRAP IS USED, REMOVE COMPLETELY SEE ROOTBALL ON EXISTING UNDISTURBED SOIL OR ON COMPACTED SUBGRADE Tree Planting (For Trees Under 4" Caliper) 1/16 N.T.S. Source: VHS LD 602 DRIP LINE _' --- TREE TRUNK EXCAVATE SHRUB BED TO — TOP OF ROOT BALL I INCH ' REQUIRED DEPTH AND BACKFILL ABOVE FINISH GRADE WITH SPECIFIED SOIL MIX. SOIL MIX SHALL BE CONTINUOUS WITHIN EACH SHRUB BED --- SLOPE TO FORM SAUCER - 3" PINE BARK MULCH I DO NOT LOVER STEMS i 00. TRUNK I / PLAN \\ ZSET RD MILL ON EXISTING HOLE UNDISTURBED SOIL OR ON (THREE TIMES ROOTBALL DIA COMPACTED SUBGRADE WITH SLOPED SIDES) �— UNTIE AND ROLL BACK BURLAP FROM 4 (MIN.) OF ROOTBALL I SYNTHETIC WRAP 5 USED, REMOVE COMPLETELY. NOTES 1. LOOSEN ROOTS AT THE OUTER EDGE OF ROOTMU-OF CONTAINER GROWN SHRUBS. Perennial and Ornamental Grass Planting 1/16 Shrub Bed Planting 1/16 N.T.S. Source: VHS LD_618 N.T.S. Sources VHS LD 601 ELEVATION .- (3) EQUALLY SPACED TIES (TYP ) NOTES 1. INSTALL TREE PROTECTION FENCE AT THE DRIP LINE OF EXISTING TREES TO REMAIN. Tree Protection Fence N.T.S. Source: VHS PLASM ICE (TYP.) I LID 610 E 0 V L 20 000 V#hb 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802,497.6100 Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont � "FMPH 6�a Apr- 14, 2017 Not Approved for Construction Planting Details L-2.01 M 18 a 22 57846.00 MNTA"A— Bicilinea Product Drawing la nd sca pef orms- Chase Park® Top 0pxr g Lite,"_-.acle. Win Lock Day; 916/2010 Bike Rack, 10 foot, Embedded .—I.ndscapefor —rh, Ph 600.5211S46 Prod-t D—ing w,N,v.6'ir Cs.:;tF F3tvI11TS.CJr!t Ph: 800.521.2546 12" O2" 13651 [7011 143/8" 275/8" [841 253 1/4' [30301 119 1/d" 01-3/8"x 6" [035mm X 165mm] MACHINED POST 2 PLACES D_iq BLI87-01 DIM-b : am In mcnesfmml SECTION ELEVATION 'SEE INSTALLATION GUIDE FOR ANCHORING RECOMMENDATIONS "' 07116"[III HOLES AND SPACING REQUIREMENTS. FOR OPTIONAL ANCHORING. UNIT MUST BE ANCHORED. [6101 NON -CORROSIVE MOUNTING 024^ HARDWARE NOT INCLUDED, 1251 OI" 12541 DRAIN HOLE Old' OPENING BOTTOM VIEW NYLON [1516] SPACER 59 5/8" s1 [8o91 1801 317/8" 31/8' OS/8" x 5-I /2" GRADE [MI6X Id$mm1 iHREADEO ROD 4 PLACES CON MEN— DRAWING INFORMATION CONTAINED HEREIN IS THE PROPERTY OF LANDSCAPE FORMS, INC. INTENDED USE 6 LIMITED TO DESIGN PROFESSIONALS SPECIFYING LANOS—E FORMS, INC. PRODUCTS AND THEIR DIRECT CDENTS. DRAWING IS NOT TO BE CONED OR DISCL05ED TO OTHERS WITHOUT THE DO — OF LANDSCAPE FORMS. INC. O 2U12 LANDSCAPE FORMS, INC. ALL RIGHTS RESERVED, 2" X 2" PAINTED STEEL NOTES: POST, FLAT TOP 1. ALL RAILING COMPONENTS TO BE PAINTED BLACK. V X }" PAINTED STEEL 2. ALL JOINTS TO BE WELDED AND GROUND SMOOTH. U-CHANNEL. 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR J" X J'PAINTED STEEL FENCE ASSEMBLY, LAYOUT AND ATTACHMENT TO PICKET 4" O.C. STEEL POST FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. 1" X }" PAINTED STEEL 4. ALL POSTS TO BE +/- 8' O.c. SPACING. U-CHANNEL. 2" X 2" PAINTED STEEL POST, FLATTOP 1" X J" PAINTED STEEL U-CHANNEL. z" X J" PAINTED STEEL PICKET. 4" O.C. 1" X z" PAINTED STEEL U-CHANNEL. CORE DRILL BLOCKS TO RECIEVE FENCE POST. INSTALL POST W/ NON -SHRINK EPDXY GROUT. GROUT COLOR TO MATCH BLOCKS. REDI ROCK WALL BLOCKS n RAILING - 42 INCH SCALE 1/2" = V-0" d-railing-421nch.dwg '. CS'2tit.:1' xa lr rd eH'mml U.S. Patslt NOs,' DA72,3v7' 4fi',507: DA96,502 KEYED LOCK— )OOR LATCH RELEASE---- DDDooR ( IN NON -MARRING CDnFDFNRAI r DUNS NFCRNATFIN CC IAPIFP HeiEN IS THE FFOPEFTV OF tANDSCAPE FORMS, NC. INTE)VOED USESLMTEDTODESIGN PRCFESSK)WAS sPEGF W LANDSCAFEFOFMB,NC PFCOUCTSA D THM ORD TQENTS DFiAWYJO p NCI' too OE CORM OR DoOLOSED To OTEfE W1RICtlT THE COrw'^LNT OF LANDSCAPE FORMS. NC. 020131PNDSCAPEFORV8jNG. A11NCiD5REf$AED. Towne Square TM Backed Bench, 70- Length, VartlCDl SLeeI Strap Seat, No DMderG, FreestandrU/SXaCe Mount D11e'. 5/17/2010 Product Drawing W I0Rd8rapLprin , Ph' eM; b2'.2EaC 01 114'11321 (1630] 64 1/4" :1 TN62601 C0M9DENTVLJR1,Ar.F13NFCRNH%TICNCOW1NM HEr[ar, L; hE PO-'AtY OF 1 WG CAPE FORMS IIJC. ')"A'Q NTENCEU Lra 131—!— TO UESIGI PHC�Eu.CI'JPNLS 'F'EQFYINC LNJ[SIAPE FQ- I( i0.)'i%JI:SMIU OmEnsrxl5 are in rK,haE IDRn THRRrMRFCTC ENTF, nHXVHHo NNOTT;IR1 NP r TW= S WTHOTI INr- ONSFV" PataN PE dng OF LAINDSC—_-CRNVS NO 0 2 T.31.AND�PF -DRMS. NC, AIL RG f-S RFSFFN, D E 0 u t 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont « y ". MKW MPH ".. Apr. 14, 2017 Not Approved for Construction Site Furnishing Details L-2.02 19 22 57846.00 tAoM1bA,P,°IAVermon rt57846. o0 Hon--d h-M- Fla.aAt,dA,dAPl ,—te 17846 oo-LI d,g FIXTURE AND POLE SPECIFICATIONS Fixture A Manufacturer: Gardoo Fixture: EcoForm (ECF) Mounting: 1 Optics: 5 LED Wattage: 135LA-6470 LED Color: NW Driver. 700ma Voltage: 120-277v (Verify with electrical engineer) Finish: BLP Options: PCB Pole: PRA5-STB-25 Note: Pole is mounted on a 30" raised concrete pole base, final mounting height is 25'. Fixture B Manufacturer: Gardoo Fixture EcoForrn (ECF) Mounting: 1 Optics: 4 LED Wattage: 135LA-6470 LED Color: NW Driver. 700ma Voltage: 120-277v (Verify with electrical engineer) Finish: BLP Options: PCB Pole: PRA5-STB-25 Note. Pole is mounted on a 30" raised concrete pole base, final mounting height is 25'. Fixture C Manufacturer: Gardoo Fixture: EcoForm (ECF) Mounfing: 1 Optics: 3 LED Wattage: 135LA-6470 LED Color: NW Driver 700ma Voltage: 120-277v (Verify with electrical engineer) Finish: BLP Options: PCB Pole. PRA5-STB-25 Note. Pole is mounted on a 30" raised concrete pole base, final mounting height is 25. Fixture D T Manufacturer: Gardoo Fixture. EcoFonn (ECF) Mounting. 1 Optics: 2 LED Wattage: 135LA-6470 LED Color: NW Driver 700ma Voltage 120-277v (Verify with electrical engineer) Finish BLP Options: PCB Pole: PRA5-STB-25 Note: Pole is mounted on a 30' raised concrete pole base, final mounting height is 25'. Fixture E Manufacturer: Gardoo Fixture: Wall Sconce 121 LED Wattage: 16 LED Color: NW-G3 Driver. 700ma Finish: BK Note: Fixtures are mounted approximately 12' high. Fixture F Manufacturer. 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P—\="'1a '11-0 06— -, CONCRETE LIGHT POLE BASE LIGHT FIXTURE LIGHTPOLE PLAN VIEW PLAN VIEW - BASE JRE LIGHT FIXTURE LIGHT FIXTURE REFER TO LIGHTING PLAN REFER TO LIGHTING PLAN FOR SPECIFICATIONS—� _ FOR SPECIFICATIONS LIGHT POLE LIGHT POLE REFER TO LIGHTING PLAN REFER TO LIGHTING PLAN FOR SPECIFICATIONS FOR SPECIFICATIONS NOTES: NOTES: z 1. CONTRACTOR TO PROVIDE SHOP = 1. CONTRACTOR TO PROVIDE SHOP C7 DRAWINGS AND CUT -SHEETS FOR O DRAWINGS AND CUT -SHEETS FOR Lu LIGHT FIXTURE, POLE, AND ALL HARDWARE, = LIGHT FIXTURE, POLE, AND ALL HARDWARE, a FOR APPROVAL BY LANDSCAPE ARCHITECT. O FOR APPROVAL BY LANDSCAPE ARCHITECT. 2. ELECTRICAL CONTRACTOR TO COORDINATE Z 2. ELECTRICAL CONTRACTOR TO COORDINATE FZ Y WITH ELECTRICAL ENGINEER FOR ALL WIRING z WITH ELECTRICAL ENGINEER FOR ALL WIRING AND CIRCUITS ASSOCIATED WITH THE SITE p AND CIRCUITS ASSOCIATED WITH THE SITE LIGHTING. LIGHTING. N N rQ1 PARKING LOT LIGHT FIXTURE - (Fixture B-C-D) L,7 SCALE 1/2" = T-0" �q1 PARKING LOT LIGHT FIXTURE - (Fixture A) ~ SCALE 1/2" = 1'-0" - 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802A97.6100 Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont MKW MPH �Apr. 14, 2017 Not Approved for Construction Lighting Details L-3.02 21 22 57946.00 NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE INSTALLED ABSOLUTELY VERTICAL AND LEVEL. LIGHT POLE BASE TO BE- 30" ABOVE FINISH GRADE W/ 45 DEG CHAMFERED EDGE CLAMP SUITABLE FOR - DIRECT BURIAL #8 BARE GROUND WIRE INSTALL WITH A SEPARATE CONDUIT INTO CONCRETE BASE 3/4" DIA x 8'-0" COPPER - CLAD GROUNDING ROD POLE POLE BASE WITH GROUT IF NECESSARY BASEPLATE AND ANCHOR BOLTS (AS PRE MANUFACTURERS SPECS.) WIRE ANCHOR RODS TO REINFORCING CONCRETE FOOTING 3500 PSI ELECTRICAL CONDUIT, TYP. SUPPLIED BY ELECTRICAL CONTRACTOR 645 BARS WITHIN A 6x610110 W.W.F. CAGE MAINTAIN A 3" MINIMUM COVERAGE ON ALL BARS B LIGHT POLE FOOTING - RAISED SCALE 1/2" = 1'-0" d-light footing - raised.dwg NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE INSTALLED ABSOLUTELY VERTICAL AND LEVEL. POLE POLE BASE WITH GROUT IF NECESSARY LIGHT POLE BASE TO BE BASEPLATE AND ANCHOR BOLTS 2" ABOVE FINISH GRADE (AS PRE MANUFACTURERS SPECS.) W/ 45 DEG CHAMFERED EDGE 2" WIRE ANCHOR RODS CLAMP SUITABLE FOR --I _ -�1I TO REINFORCING DIRECT BURIAL r - CONCRETE FOOTING 3500 PSI #8 BARE GROUND WIRE INSTALL WITH A - SEPARATE CONDUIT INTO CONCRETE BASE ELECTRICAL CONDUIT, TYP. SUPPLIED BY ELECTRICAL 3/4" DIA x 8'-0" COPPE CONTRACTOR CLAD GROUNDING ROD 645 BARS WITHIN A 6x6 10/10 W.W.F. CAGE MAINTAIN A 3" MINIMUM COVERAGE ON ALL BARS C LIGHT POLE FOOTING - FLUSH SCALE 1/2" = V-0" d-light footing - Oush.dwg 4- V2 LIGHT FIXTURE REFER TO LIGHTING PLAN FOR SPECIFICATIONS LIGHT POLE REFER TO LIGHTING PLAN FOR SPECIFICATIONS NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CUT -SHEETS FOR LIGHT FIXTURE, POLE, AND ALL HARDWARE, FOR APPROVAL BY LANDSCAPE ARCHITECT. 2. ELECTRICAL CONTRACTOR TO COORDINATE WITH ELECTRICAL ENGINEER FOR ALL WIRING AND CIRCUITS ASSOCIATED WITH THE SITE LIGHTING. FLUSH CURB C LIGHT POLE 2'-0" FOOTING -RAISED L•3.03 OR AS NOTED PEDESTRIAN LIGHT FIXTURE - (Fixture F) h SCALE 112"= 1'-0" E 0 v s r vhb 40IDX Dr Building 100 Suite 200 South Burlington, VT 05403 802.497.6100 Lake Champlain Marketplace 947 Shelburne Rd. South Burlington, Vermont ro� MKWpMPH Apr. 14, 2017 Not Approved for Construction :Lighting L-3.03 22 22 57846.00 \Vvr,eV,.iAVaF., t\ST846 00 H.... `o76 I --Mat Pia-aa\vcAPlac9zlAs7s4e-ExlsT.awg _ 35GMP (P54) PI R f an a erences 0 Mw'�EP_W' RISERS --- t"cErETRch€Tw000 vANEC 1. A PLAN ENTITLED: "2 LOT SUBDIVISION' OF THE 'LANDS OF MARTIN'S FOODS OF SOUTH APPROXIMATE AREA OF DRAINAGE \ _-DH'N BURLINGTON INC." PREPARED BY UMWREU% & DICKINSW CONSULTING ENGINEERS, INC. DATED L CULVERT AND DRIVE EASEMENTS TO rY VERMONT AGENCY OF TRANSPORTATION -w '-'CMP (P) JUNE 19, 2008; RECORDED IN VOL. 516 PAGE 2 IN THE SOUTH BURLINGTON LAND RECORDS; AS RECORDED IN VOL.188, P.15 2CO2R uNN FW 1 r R 76a 36"RCP (P53) 2. A PLAN ENTITLED: 'KMART, 935-7 SHELBURNE ROAD, SOUTH BURUNCTON, VT.' PREPARED BY SEE GENERAL NOTE /2 REGARDING + VOL.19a, PG.774 + VOLI88, PG.151 w, �rl. covER IN core" a 1.1. THE PROPERTY LINE SHOWN IN THIS (PER REF- PLAN 1 Enn 76 B 36"cMP (P54) • N AREA I \ "'P (P5) Bc 174 e R=183-6D TRUDELL CONSULTING ENGINEERS. INC. DATED AUGUST 16. 2000; 1 * �0 BENCHMARK 3 1=1777 35"RCP (P52) 3, A PLAN ENTITLED: "MERCHANTS BANK, SHELBURNE ROAD, SOUTH BURLINGTON, VT, OVERALL SITE .,� 1-180-2' 12RCP (P56) SIDELINE OF 15 WATERLINE EASEMENT SPIKE IN BASE SUGgR I 1=15D.2 36'RCP (PET) PLAN' SHEET 1 OF 8 PREPARED By LAMOUREU% @ DICKINSON CONSULTING ENGINEERS, INC. GATED TO CHAMPLAIN WATER DISTRICT VOL.10. LAN 1) OF TREE BAR & 3RRIULLE , „/// BC=1 7 MAY 16RD 2008; RECOVERED FROM THE SOUTH BURLINGTON USTER'S OFFICE. (PER PER. PLAN 1) 81 ELEV.=195.33' 1=IBzo (P �- NAVD 88 Br j 3-sTDRr General Notes ,; APARTMENT S - -_- hb m U1 REMAINS a BNO E/ , BUILDING ! 1. ACCORDING TO CITY RECORDS, THE OWNER OF RECORD OF NO % SUBJECT PARCEL 1540-935-7 AS OF JULY 2016 IS: _ MARTINS FOODS of 40IDX R 85 T. 6. P SOUTH BURUNGTON INC.Dr P5%lam �� z I h I 1 9 19'RCP ',Y 1 ,eaa BOOK 408, PAGE 119 Building 100 Suite 200 1'IP END 2. THIS IS NOT A BOUNDARY SURVEY Y LINES AND THE PROPERTY I' -"� - L BENT NLY FLUSE! EASEMENTS SHOWN HEREIN ARE DEPICTED SOLELY BASED ON South Burlington, VT 05403 / THE INFORMATION ON REF. PLAN gt AS BEST FIT TO '� �_�_"_�_ •, CORRESPONDING FIELD LOCATED MONUMENTATION. NO 802.497.6100 wATERLAII DIUSA II.' m �-ADDITIONAL EASEMENT OR PROPERTY LINE RESEARCH HAS �� L� swD 24' 12 w '7 - -z=- -ram` I� �� BEEN PERFORMED. I3. THE EXISTING ANAC UAL O IO 5 SHOWN D THIS PUN ARE BASED Legend FFE= 1 _. -�_- UPON AND BY V ON -THEE GROUND INSTRUMENT SURVEY PERFORMED BY VHB IN THE SUMMER OF 2016. U DRAIN MANHOLE r PAD g^ Ne ® CATCH BASIN / - APPROXI ATE LOCATION ER Po5 CGNC --�--�- 4. THE HIS PLANS OF BASED UNIELD OBSERVATIONS UTILITIES SHOWN 1 zzs OUNDOO SEWER MANHOLE 1 a a 1s PP (P 9r ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS OF \ VISIBLE ABOVE GROUND EVIDENCE. LIMITED DIGSAFE PAINT (€) ELECTRIC MANHOLE OF PREVIOUSLY 1 o) I I MARKINGS AND INFORMATION OF RECORD THEY ARE NOT 7 TELEPHONE MANHOLE 8' PROP SED 20' EASEMENT TO E07 2 i I I I WARRANTED TO BE EXACTLY LOCATED NOR IS 1T WARRANTED O MANHOLE I FOR D AINAGE 70 BE CENTERED ON THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ❑ HH - HANDHOLE - T ` NEW CATCH BASINS + STORM LINES ARE SHOWN ON THIS PLAN. j F.FE-195-30' a 1 (PER REF PLAN 1) I 2-STORY BOLLARD Locus Map CHI ENOEN I 8 0 MOTEL 5 BEARINGS SHOWN ARE FROM GRID NORTH, VERMONT WATER GATE F FE.=195 Ji' 1 COORDINATE SYSTEM OF 1983, BASED UPON OUR GPS b FIRE HYDRANT (NOT TO SCALE) COUNTY _ ; :-Dy=hlL_F D^^Py w e PARwINc `� `- e7. 15 UCE BENCHMARK 6 OBSERVATIONS AT THE SITE. O GAS GATE SOCIETY 3 TRAM a w r , l 1 e2.a scPP (Psar- �. TOP OF 4"X " 6. CONTOURS AND SPOT ELEVATIONS SHOWN ARE BASED UPON STRSIGNET POLE ET N u l 11 Bzfi Is �PP (Psl) 4 HUMANE I N W I B.r1806 CONC. MONUMENT NAVD 1988 VERTICAL DATUM. O UTILITY POLE SPRUCE ELEV.=194.29' 7. BUILDINGS DEPICTED BEYOND CONTOURED AREA ARE LOCATED o- GUY POLE BENCHMARK 2 I NAVD 88 FROM AERIAL IMAGERY. w' GUY WIRE X" SCRIBED ON I. PRINKI I `- B. EXISTING PARKING STRIPES WERE EF ICULT TO DETERMINE MONITORING WELL le 4"x4' CGNC .0 END 0.2'AG DUE TO FADED PAINT. PAINT STRIPES SHOWN ARE PER PLAN SIDELINE OF 15' WATERLINE EASEMENT BONNET BOLT I I y II Imo' ` REFERENCE 3. WELL TO CHAMPLAIN WATER DISTRICT VOL.102, PG.315 ELEV.=196.08' I 1 ' F F E=45.27' FINISHED FLOOR ELEVATION (PER REF. PLAN 1) NAVD 88 - I EOP - - EDGE OF PAVEMENT 1.5'IP END FLU II �� 01 Boa cc CONCRETE CURB I=II s PVc- I 1-15s E - `-onw fill ° ° PET N�; WALL - VERTICAL GRANITE CURB T PPE`D w/7 rRAN� 1 1 j 'E SLOPED GRANITE EDGE a , _ FFE=1953a f i I TIRE -- BITUMINOUS BERM 1 �� o I a ' 1-1yas NEr , ,, WAREHOUSE BB eL BITUMINOUS 1_iB39' za c -->__- - I L _ -�_ / - FFE=195J2 RAIL-STEEL POST I GUARD RAC E z4'HDFE 1 IT°e _ ,� GUARD RAIL -WOOD POST ' F,FE=19529� R 1v9.ee CHAIN LINK FENCE - � STOCKADE FENCE 17so e DRAINAGE LINE 1189E 1' "HERE F R 190.s7 < t EFc.las sz ----- 1-1833 12 HERE (n71) I �'. IND �.l i - /,IZHERE (P6 J SEWER LINE 2 DEE (P74,,; - 4 iscP rN1 Bc>B 87 a"HOPE (P ) -OVERHEAD WIRE 1-183.3 24'HOPE (P7s) I i I _ o' E UNDERGROUND ELECTRIC BC=18t.3 - Q - _ 12 HOPE (P I ! i - T � I �I'. � I1"� �I P4,r1 GAS LINE LINE 'I' R 195.70 I PARKIN. 'RF 1P64,:... V, Ir E=lss.sz FE ,..,�-__ WATER LINE IL w DEBRIs. core . - Ta WATER c A,. n �. _ ..... �� ,... -� � ,"•. �---_- w STONE WALL 6 AC � o000000 r.FE 1 _I D -�.. 11NL6 12 RCPPS) C✓LRN,HT / "R 19954 _ \ ,acE SPAN ARM �...ti--- TREE LINE R 190�6fi f=1894 I�HDPE (P651 � . 1 IB562' ExsnNc w,"Ee �A P a s vc (Ps) PARKNG' 7 a y Bs .a N FEE.=I95.18',o iry j� 1 I 815 tB"REP (P58) 7-I � -� LIMIT OF BANK TURNING WETLAND BOUNDARY / a - FFE-19534 I I. 5 - � END CENTERLANE tiel m I ; ,,I I:N'F? `N863w, BENCHMARK 4 oB RaN Lake Champlain i ` I I` 1 HOPE P4fi (P65, .,TDRYBOLLp1NG Marketplace [TEN ON12 00P��sE BONNET BOLT I _ eFE=20303O 947 Shelburne Road i 6 �cPl. r'R 6 NAVD 88 I / S' } South Burlington, Vermont I 76.4' 113 'R 4,J 4' IB"NDPE (7 4) �/ 1 R = . SOMARTIN'S FOODSUTH BURLM TON F - D,L _ I LEASOR:MARTIN"S FOODS OF SOUTH/ B IRE 195., I / 1 ACRE LEASE LOT Er ,N "wau LEASES MERCHANT S " / i BURILINGTON ) � FtE 9520 I JL�^ 195.J1' FF.E.=195.40 OI-408 PG.119 V�,863 PG. 90 O ` ! F`E.-195.10 BLOC. FCOMMERCIAL BUILDING SO. FT. fFF.=195.n =I94 i (NOT NOLUDING LEASED LOT) 1 Af6 / '" '� 3y _ PRINT ` E. 195.z2 RNIGHt 1 Local Appllcafion 4/14/2017 PBS TAX PARCEL 1540-93F3-007 FKI ay ,PRINKLER JFV PBS ,i FFF.=195 p0' 0NNF,_E0N Cam'` / - Q4 August 2, 2016 NEIST DN 1 NAND :I NCMP9.111411 VZC:1 /I r w;, RIs� 1 TRa.I Not Approved for Construction HANNAFRD APPROXIMATE LOCATION OF PREVIOUSLY / /5 �� Oi _ ` SUPERMARKET I PROPOSED ZO EASEMENT E LOT 2 / ~ 4� M •Conditions � FOR SEWER LINES 7 tll I$ f � I (PER REF. PLAN 1) I 7 � • 14 3 '� oVERNI LIT f / % PREVIOUSLY I • • • Pis, n - r� Y PROPOSED _ I k TI INGRESS TO LOT 2 FIXt W I -1> lI _ GMPi 4 EGRESS BENCHMARK i I INCLUDE GREEN MOUMNN PARK _ (PER REF. PLAN 1) UTIL SPK SET IN U.P. POWER COMPANY _ P76 IS. A LL AS OESITY LINES INGRESS - I CRIBED IN A - ELEV.=194.26' - vDLe9. Pc,o7 w 8 nET&TD, NAVD 88 � --- p PFR REF PLAN I) _ 41 t _ -o"w- '�--.-___.-,,,--,.. � 20SANER EASEMENT 1',:. .... 1 - 4 4'xs' ca4c. SOUTH BURUNGTDN _ s ILL rN \ 1 sG Sv END 1.2 AlVOL .74. PG.297 R 2D3 B2 1965 118 :_11 P9, 4'x4'-Cg4C.. -' END 0.2 A(PER 1=1965 sGN Exit ` /1= 65 12'AC (P16) _ _ 12"AC (P19) (I) [ . ' vc 5' GAS Ma 1 lea s VC (P10 PUMP - - j E� AWNING APPRO%IMATE LOCATION 1 1 7N0o._2 AD Nz3 rAc ( ) BENCHMARK 5 40 0 40 $O -J - - 1 7a e �z'Ac (F13)�, OF EASEMENT TO TOP OF 4P!l"X4" JOLLEY THE STALE OF VERMONT FOR BC 789 �,(o CONIC. MONUMENT � CONVENIENCE TRAFFIC CONTROL LOOPS AND STORE PAVEMENT MARKINGS AS RECORDED I SCALE IN FEET - X i ELEV. =201.64' IN va.199 PG.479 AND SHOWN ON NAVD 66 MAP VOL.166. PG.45 (PER REF. PLAN 1) 57846.00 PROPOSED CONCEPT ELEVATION MATERIAL & COLORS HEAVY FIELDSTONE DARK MAPLE MAR F TIMBER BROWN PATINAGREEN -� .>.�.._ a. STONE WAINSCOT TRADITIONAL TRADITIONAL COMPOSITE STANDING SEAM (VENEER) LAP SIDING LAP SIDING METAL ROOF NOTE: NO LEASES HAVE BEEN SIGNED FOR THE RETAIL SHOPS IN THE PORTION OF THE PLAZA NORTH OF �_� HANNAFORD'S PROPOSED STORE. THIS ELEVATION SHOWS THE DESIGN CONCEPT. THE NUMBER AND FEBRUARY21,2017 PLACEMENT OF ENTRY DOORS, WINDOWS AND GABLES S1608 MAY VARY DEPENDING ON HOW THE BUILDING SPACE IS SHEET NO. SUBDIVIDED FOR TENANTS. freeman' french' freeman ray To: Smiar, Peter; Marla Keene Cc: 'Dandreta, Avery'; J M Lord; Wyman, Stephanie Subject: RE: Lake Champlain Marketplace - Request for Extension of Zoning Permit Deadline SP-17-22, CU-17-05) Peter, Please be advised that the Development Review Board at their December 19, 2017 meeting approved your request for a three (3) month extension to the expiration of Site Plan Approval #SP-17-22 and Conditional Use Approval #CU-17-05. These approvals will now expire on March 21, 2018 unless a zoning permit is obtained for the construction of the approved improvements. 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 stuff, 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: Smiar, Peter [mailto:PSmiar@VHB.com] Sent: Friday, December 15, 2017 11:32 AM To: ray <ray@sburl.com> Cc: 'Dandreta, Avery' <Avery. Da nd reta @ Retail BusinessServices.com>; J M Lord <jmlord560@gmail.com>; Wyman, Stephanie <swyman@VHB.com> Subject: Lake Champlain Marketplace - Request for Extension of Zoning Permit Deadline ( SP-17-22, CU-17-05) Hi Ray, Thank you for the call today. We hereby request a three month extension of the deadline for obtaining a zoning permit for this project. As discussed we intend to keep this application moving along but this will give us some breathing room to provide the supporting costs calculations related to the project. Thank you, Peter Peter Smiar, P.E. Director of Land Development - Vermont January 2, 2018 Ms. Stephanie Wyman VHB 40 IDX Drive, Suite 200 South Burlington, VT 05403 Re: Lake Champlain Marketplace 935 Shelburne Road (former Kmart site) Wastewater allocation Sent via email to Peter Smiar Dear Ms. Wyman: This letter is to confirm that the City of South Burlington's wastewater collection and treatment facilities have adequate unreserved capacity to serve the referenced project. Your December 18, 2017, letter indicates an existing allocation of 8,885 gpd for the property; that flow will be collected by the City and treated at our Bartlett Bay Wastewater Facility. Please let me know if you have any questions or require additional information. Rega ds, J d Justin Ra f idoux, Director S75 Dorset Street South Burlington, VT OS403 tel 802.658,7961 fax 802.658,7976 www.sburf.c'om Physical Address: 104 Landfill Road South 8uriington December 18,2017 Ref. 57846.00 Mr. Justin Rabidoux, Director %rhb Department of Public Works 104 Landfill Road South Burlington, Vermont 05403 via Electronic Mail Only Re: Lake Champlain Marketplace 935 Shelburne Road, South Burlington (Former Kmart Site) Wastewater Allocation — Request for Confirmation Dear Mr. Rabiclou)c On behalf of Martin's Foods of South Burlington, LLC, we are writing to request a written confirmation that the existing wastewater supply allocation of 8,885 gpd is still valid for the subject property. We have calculated below the existing and proposed wastewater design flows for the proposed repurposing of the existing building in the Lake Champlain Marketplace. No changes to the existing Merchant Bank facility are proposed. As a requirement of the State of Vermont Wastewater System and Potable Water Supply Permit, we are requesting written documentation from the City of South Burlington confirming that adequate wastewater capacity allocation is available for this project. The existing and proposed wastewater design flow calculations are provided below. Design Flow Calculation Average Day Demand (gpd) Existing Large Dry goods (S gpd/100 s) * (60,671 sf) 3034 Supermarket (7,5 gpd/100 sf) * (20,550 sf) 1541 Movie Theater (S gpd/seat) * (700 seats) 3500 Small Dry Goods Store (100 gpd/storefront) * (3 store fronts) 300 Merchants Bank (lot #2 (15 gpd/employee) * (6 employees) 90 Infiltration 300 gal/day*12"*0.11 miles (lot #1) 396 300 gal/day*4"*0.02 miles (lot #2) 24 Total Existing 8,885 Proposed Large Supermarket (7.5 gpd/100 sf) * (67,389-sf) x 0.8(l) 4043 Caf6 (55 seats) * (50 gpd/seat) x 0.8(') 2200 General Office (15 gpd/person) * (85 people) X 0.8(l) 1020 Small Dry Goods Store (100 gpd/storefront) * (2 storefronts) x 0.8(l) 160 Engineers I Scientists I Planners I Designers 40 IDX Drive, Building 100 Suite 200 SouLi' Burlington, Vermont 05403 P 802,497.6100 F 802.495.5130 City of South Burlington — Water and Wastewater Departments Ref, 57846.00 Page 2 of 2 December 18, 2017 Merchants Bank (Lot #2 (15 gpd/employee) * (6 employees) x 0.8t11 72 Infiltration 300 gal/day*12"*0.11 miles (lot #1) 396 300 gal/day*6"*0.11 miles (lot #1) 198 300 gal/day*4"*0.02 miles (lot #2) 24 Total Proposed 8,113 Notes: 1, The Environmental Protection Rules, Chapter 1-- Wastewater System and Potable Water Supply Rules allow for a 20% reduction in waste water design flows when projects are to be connected to a wastewater system with a design capacity of 50,000 gallons per day or greater. If you have any questions or require additional information, please do not hesitate to contact me. Sincerely, Stephanie Wyman Civil Design Consultant Enclosures cc: Ray Belair, Administrative Officer, City of South Burlington (electronic copy) Avery Dandreta, Martin's Foods of South Burlington, LLC (electronic copy) LO CITY C-LERK.'S OFFICE C1 Rac?ivaj Mar 16r2013 OW5P ril Rn?: rd, :!a in 'V0I_. 1414 Ni' 3'<:5 _2. 0 OF •0, gUrlin3;an Lang Ra=:are: Attest: " Donna Yinville Citj Clark NOTICE OF CONDITIONS OF APPROVAL: WHEREAS, MARTIN'S FOODS OF SOUTH BURLINGTON, LLC, a Vermont limited liability company with its principal place of business in Burlington, Vermont (herein "Owner") is st the owner of 41.9 acres of land in the City of South Burlington with 677.74 feet of frontage on I. -I Shelburne Road, so-called, which land was acquired by limited warranty deed of Gary Juster, dated February 28, 1997, recorded May 6, 1997 in Book 408 at Page 119 of the City of South Burlington Land Records; and WHEREAS, Owner has obtained approval for redevelopment of said property for commercial purposes in accordance with an approval granted by the South Burlington Development Review Board on June 21, 2017, which approval is fully set forth in the Findings of Fact and Decision of the Development Review Board (#SP-17-22 and #CU-17-05) on such date; and W r� WHEREAS, the above -stated approval of the South Burlington Development Review pjBoard (i) authorizes retention of the roadways contained on the property, including the roadway C" shown and depicted on Exhibit B hereto as "Limits of Proposed Offer of Dedication," (herein "Roadway") in private ownership so long as said Roadway is maintained in a condition satisfactory to the City and Owner has delivered to the City an offer of dedication and deed of conveyance describing said Roadway to be held by the City in escrow, and (ii) obligates Owner to commit to providing an access easement over Owner's property for the benefit of the owner of the adjoining property located at 919 Shelburne Road, South Burlington, Vermont, in connection with a plan by that property owner for redevelopment of that adjacent property. NOW THEREFORE, in compliance with said approval, Owner hereby agrees to be bound by the conditions of said approval and gives notice that the above -described lands are and shall remain subject to the following conditions and restrictions which shall run with and be binding upon the land unless or until modified or removed by the South Burlington Development Review Board: 1. If the Owner elects to proceed with the approved redevelopment, Owner shall maintain (but need not improve, repair or replace) the Roadway in accordance with the standards and specifications customarily used by the City for the maintenance of streets which will be owned and maintained by the City, which standards are more fully described as set forth in Exhibit A. 2. Owner shall maintain the Roadway at its sole cost in accordance with standards and practices customarily employed by the City for the maintenance of streets similar in character, which said tasks and standards are attached hereto as Exhibit A. Owner agrees that such Roadway shall be open to the public at all times, except when closure is necessary for repair or maintenance. Owner further agrees that the City in its sole discretion may extend the Roadway or otherwise connect additional roads to them consistent with future development approvals in the City. 3. If City, acting through its Director of Public Works, or other individual designated by the South Burlington City Council, determines through a reasonable exercise of his/her f, 3 )43538- V : 1414 PG : 326 discretion, that Owner has failed to maintain the Roadwayin a manner consistent with Exhibit A, the Director of Public Works shall direct Owner in writing to complete specific repairs or maintenance, or institute specific maintenance practices. If within sixty (60) days of issuance of such written notice, Owner has failed or refused to initiate the action required by such notice and fails to complete such action with due diligence within a reasonable time thereafter, or if the Director of Public Works issues a third notice within any twelve (12) month period, the Director of Public Works may request that the South Burlington City Council accept the Roadway as a public road. If the South Burlington City Council decides to accept the Roadway as a public road, the City shall notify the Owner that the Offer of Dedication and the Roadway Deed will be recorded within sixty (60) days of such notice unless the Owner complies with the requests made hereunder. 4. If the City acting through its Director of Public Works, or other individual designated by the South Burlington City Council, determines through a reasonable exercise of his/her discretion, that the Roadway is in need of major repair, resurfacing or reconstruction (other than the tasks listed on Exhibit A), the Director of Public Works shall direct Owner in writing to conduct, at its sole cost, an appropriate evaluation of the Roadway to determine the extent of repairs, resurfacing, or reconstruction required. Such evaluation shall be completed within ninety (90) days of the issuance of notice from the Director of Public Works. Within sixty (60) days following preparation of such report and delivery of a copy to the Director of Public Works, Owner and the Director of Public Works shall meet and agree on the specific major repairs, resurfacing or reconstruction required and establish an appropriate timetable for completion of such work and the posting of suitable financial security to guaranty the performance of such work. If Owner fails to perform any action required regarding major repair, resurfacing or reconstruction of the Roadway, the Director of Public Works shall provide written notice of such failure to the City Council or its designee together with a request that the Roadway be accepted as a public roadway by the City Council. The City Council or its designee shall provide Owner notice of such request by the Director of Public Works and provide Owner an opportunity to meet with the City Council or its designee to review the request of the Director of Public Works. The City Council or its designee shall determine what actions are required by Owner, and Owner shall have a reasonable time to complete any actions required. If Owner fails to complete the required actions in the time specified by the City Council or its designee, the City Council may accept the Roadway as a public roadway. 5. In addition to any action the City of South Burlington is authorized to take under this Notice, the City may enforce the conditions and restrictions in the above stated approval by an appropriate civil action in Superior Court. 6. Owner further covenants and agrees that in accordance with Condition No. 4 of the above described Development Review Board approval, Owner shall provide to Monro Muffler Brake, Inc., the owner of the property at 919 Shelburne Road, or its successors and assigns, an access easement over and across Owner's property in connection with a plan for redevelopment of that adjacent property. Monro Muffler Brake, Inc. acquired title to such property by virtue of the Warranty Deed of Tire Warehouse Central, Inc., dated October 12, 2009, recorded November 19, 2009 in Book 906 at Page 156 of the City of South Burlington Land Records. o o o4IS 138 v= 1414 PG-- 327 7. This Notice of Condition of Subdivision Approval shall run with the land and be binding on the Owner, and the Owner's successors and assigns. DATED at AIZL n �V'errnont -this 13*`day of , 2017. IN PRESENCE OF: it 3 OWNER: 0 ff' 48531 V : 1414 PG: 323 Exhibit A Routine maintenance shall include: 1) snow plowing, sanding and/or salting of streets and sidewalks as required 2) street sweeping twice a year, or additional as needed 3) lawn mowing as required 4) re -striping of lanes, stop bars, parking spaces, etc., once annually in spring or early summer 5) pot -hole patching, as needed or as required by Director of Public Works 6) repair of storm water catch basins, when needed, inspections twice a year, spring and fall 7) clean out catch basins once a year in spring or early summer 8) repair of streetlights and bulb replacement as needed 9) repair of sidewalks as needed 10) tree maintenance as needed along streets V- 1414 PG = 32:} rai_ 048538 17949536.1 EXHIBIT B [attached behind] 2 00048538 V: 1414 PG-- 330 I R", EXISTING SHOPPING CENTER FACADE TO BE RENOVATED 4G.261i GSF IFE.195.W in) PROPOSED HANNAFORD SUPERMARKET EXISTING BUILDING TO BE RENOVATED BUILDING FOOTPRINT - %671 BY MI—N-6.710SF TOTAL GSF-67.3895F FFE = 19- I i 11,11111 U I I I PUD LOT #1 L w i I I n I I i-i I I I I n i inivi -1 -H VIIIINIIIIJI11-11111ul Inu ULml OP 0 qwo-vhb I'll Dr _W., I.Suo.— 11 5 - .-9—,W0S40: 807 497,61W 'P. 50' 60' 60, 1 IIE - - - - - - - - - - EN I PLID LOT #21 c I I 9 Lake Champlain r Marketplace 40+ CHITA$ pn IReview Not App-d I., B SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.sburl.com October 24, 2017 Via Email Ms. Stephanie Wyman VHB 40 IDX Drive, Building 100 Suite 200 South Burlington, VT 05403 RE: Lake Champlain Marketplace, 935 Shelburne Road, South Burlington, VT 05403 Dear Ms. Wyman: In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following: 1. The South Burlington Water Department without restricting or encumbering its present users can continue to furnish your water demand for the above referenced location. The original water allocation of 8,465 gpd for the subject property is still valid. 2. The proposed changes in use as documented in your 10/18/17 email attachment, Ref: 57846.00 (See attachment A) would not create any adverse restrictions on the water distribution system within the City of South Burlington. 3. 1 have taken the liberty of sending a copy of this correspondence to the Champlain Water District for their review and action if needed. The District is the Wholesale supplier of water to the South Burlington Water System If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department r 6 , f:D John J. Tymecki CWD Retail Superintendent cc: Jim Fay, CWD Joe Duncan, CWD Justin Rabidoux, City of South Burlington Ray Belair, City of South Burlington Dennis Lutz, CWD Board of Commissioners South Burlington Rep December 14, 2017 Ref: 57846.00 Ray Belair Administrative Officer City of South Burlington 575 Dorset St. South Burlington, VT 05403 Re: Lake Champlain Marketplace, 935 Shelburne Road, South Burlington Zoning Permit Application Submittal, (#SP-17-22, #CU-17-05) Dear Mr. Belair, Please find enclosed the Zoning Permit Application for the Lake Champlain Marketplace Project. This application is associated with the Findings of Fact and Decision for applications #SP-17-22 and #CU-17- 05, dated June 21, 2017. The project generally consists of renovations to the existing building and improvements to site landscaping, lighting, and stormwater treatment systems at 935 Shelburne Road, in South Burlington. Please see attached the following items as required by the above referenced approvals: • Copy of the water allocation and preliminary wastewater allocation for the project. We hereby request that the preliminary wastewater allocation be advanced to a final allocation by the City • For recording, a "Notice of Conditions", approved by City Attorney indicating 1) an access easement shall be granted to the adjacent property at 919 Shelburne Road, and 2) referencing the Irrevocable Offer of Dedication described below • For recording, the Irrevocable Offer of Dedication for the perimeter drive of the project parcel, and the associated warranty deed, and Vermont Property Transfer Tax Return form (PTT-172) As previously discussed, we are still awaiting a copy of the landscape bond and the (3) hard copy plans sets for the project. Once those items are finalized we will forward them to your attention in support of obtaining the zoning permit for the project by the December 21, 2017 deadline. Sincerely, Peter Smi�E Director of Land Development - Vermont psmiar@vhb.com 40 IDX Drive, Building 100 Suite 200 Engineers I Scientists I Planners I Designers South Burlington, Vermont 05403 P 802.497.6100 \\vhb\proj\Vermont\57846.00 Hannaford K-Mart Plaza\docs\Permits\South Burlington F 802,495,5130 DR Zoning Permit Application\Zoning Application Cover Letter 2.docx 12/13/2017 City of South Burlington Grand List Page 1 of 1 01:01 pm Parcel Report ray For Parcel: 1540-935-7. HANNAFORD BROTHERS Name HANNAFORD BROTHERS MARTIN'S FOODS OF S BURLINGTON P 0 BOX 1000 PORTLAND ME 04104 Location (A) OLD MARTINS FOODS BUILDING 911 935 SHELBURNE RD Tax Map 44-111-000 Desc. 12.6A COMM Codes: (1) (Category) C (Equipment) (Owner) C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 12.60 Real Land Building Equipment Inventory Values: 5,944,900 3,322,000 2,622,900 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 5,944,900 Housesite Special Exmp Grand List 0.00 0.00 59,449.00 Misc: Status: T Bill #: 53202 Updated: 02/28/2017 Last sale was: Invalid on 02/01/1997 for $3175000 recorded on 408/119 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150464000 (8) : N (9): 06/16/00 SPAN: 600-188-12728 K-1-- h& T DECISION #SP-17-22 #CU-17-05 Moved by Matt Cota, seconded by John Wilking, to approve site plan application #SP-17-22 and conditional use application #CU-17-05 of Martin's Foods of South Burlington, LLC, subject to the following conditions: 1. All previous approvals and stipulations which are not changed by this decision, will remain in full effect. ,2. ' The plan must be revised to show the changes below and will require approval of the Administrative Officer. Three (3) copies of the approved revised plans must be submitted to the Administrative Officer prior to permit issuance. a. Specify 2.5 ft. depth of planting soil in continuous beds to provide soil volume to support tree growth b. Substitute for 'Princeton' Elm. 'Accolade' Elm, 'Triumph' Elm and 'Regal' Elm all have superior structure as trees mature c. Plant trees which reaches a larger size in the continuous planting strip on the east side of the parking lot. d. The plans must be revised to show the snow storage areas or snow removal plan. 3. Prior to issuance of a zoning permit, the applicant must submit to the Administrative Officer a final set of project plans as approved in digital (PDF) format. 4. Prior to the issuance of a zoning permit, the applicant must record a "Notice of Conditions" in the South Burlington Land Records, which has been approved by the City Attorney, indicating that the applicant will provide the owner of the property at 919 Shelburne Road an access easement to its property in connection with a plan for development of the adjacent property. 5. Prior to permit issuance, the applicant must post an $118,364 landscaping bond. This bond must remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 6. Bicycle lanes marking the site plan shall be painted green and striped as shown and be regularly maintained. 7. The applicant must receive final water and wastewater allocation prior to issuance of a zoning permit. 8. Prior to the issuance of a zoning permit, the applicant must record a "Notice of Conditions" in the South Burlington Land Records, which has been approved by the City Attorney, indicating that the roadways contained on the property may be retained in private ownership so long as said roadways are maintained in a condition satisfactory to the City and Owner has executed and delivered to the City an Offer of Dedication and deeds of conveyance describing said roadways to be held by the City in escrow and recorded only under the conditions and in a manner provided in the agreement. This document is to be modeled after a similar agreement between the City and Southland Enterprises, Inc. which was executed in 1995. #SP-17-22 #CU-17-05 9. The applicant will be responsible to regularly maintain all stormwater treatment and conveyance structures on -site. 10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications must be underground. 11. The applicant must obtain a Certificate of Occupancy from the Administrative Officer prior to use or occupancy of the structures. 12. This project must be completed as shown on the plans submitted by the applicant, and on file in the South Burlington Department of Planning and Zoning. 13. The applicant must obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 14. Any change to the approved plans will require approval by the South Burlington Development Review Board or the Administrative Officer. Mark Behr Yea Nay Abstain Not Present Matt Cota Yea Nay Abstain Not Present Frank Kochman Yea Nay Abstain Not Present Bill Miller Yea Nay Abstain Not Present David Parsons Yea Nay Abstain Not Present Jennifer Smith Yea Nay Abstain Not Present John Wilking Yea Nay Abstain Not Present Motion carried by a vote of 6 — 0 — 0 Signed this 21 day of June 2017, by Bill Miller, Chair Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b) (4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermontjudiciary.org/GTC/environmental/default.aspx for more information on filing requirements, deadlines, fees and mailing address. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.477.2241 to speak with the regional Permit Specialist. 9 November 14, 2017 Via Hand Delivery Mr. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 D Downs Rachlin Martin PLLC Business Sense • Legal Ingenuity Philip G. Munderville Paralegal Tel: (802) 846-8378 Fax: (802) 862-7512 punderville@drm.com Re: Legal Review — Notice of Conditions and Irrevocable Offer of Dedication #SP-17-22 Dear Mr. Belair: In connection with the above referenced matter, enclosed please find a check in the amount of $200 in payment of the Legal Review fee due. Thank you in advance for your assistance in this matter. Sincer y, Phili I Munderville Paralegal Enclosures 17914853.1 Courthouse Plaza 1 199 Main Street I PO Box 190 1 Burlington, VT" 05402-0190 1 T 802.863.237151 F 80 .862.7512 1 drrn.rorn •► t44�1�4; PLANNING & ZONING June 9, 2017 Re: #SP-17-22 & #CU-17-05 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) mnnthc If you have any questions, please contact me. Sincer ly, Raymond J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7016 3010 0001 1194 1856 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ra From: McKenney, Bill <Bill.McKenney@ Retail BusinessServices.com> Sent: Tuesday, June 20, 2017 8:09 AM To: ray Subject: shopping center and other uses Ray, r � N� VI' � I #0 Here's the list of uses: general offices, movie theatre, brewery, medical offices/outpatient care, data & telecommunications services, and financial/banking services. Some of these may already be part of a typically retail shopping center but we thought we ought to call them out because they are some of the more common tenants these days. If you have any questions or want to discuss further feel free to contact me. Thanks, Bill William E. McKenney Sr. Site Engineering Project Manager Retail Business Services LLC, an Ahold Delhaize company 145 Pleasant Hill Road I Scarborough, Maine 04074 (o) 2070885-2092 (m)207-671-1058 From: ray [mailto:ray@sburl.com] Sent: Monday, June 19, 2017 4:04 PM To: McKenney, Bill Subject: FW: bike lanes .39 The only letter I have from you the file is dated 4/14/17 and it does not list any of the other uses. I think you said medical office and brew pub maybe? Anything else? 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. Thunk you for your cooperation. From: McKenney, Bill [mailto:Bill. McKenney@RetailBusinessServices.com] Sent: Tuesday, May 23, 2017 2:38 PM To: Paul Conner; Smiar, Peter (PSmiaNWHB.com) 1 Cc: ray Subject: bike lanes Hi Paul, We've update the site plans with improvements to the bike lanes, changed the angled parking to perpendicular, and added a dual EV charging station. I'd like to meet with you to go over the plan, but Peter Smier has offered to do so, to save me a trip. Peter, Would you coordinate a time to meet with Paul, if Paul has some time in the next couple of days? Thanks, Bill William E. McKenney Sr. Site Engineering Project Manager Hannaford Supermarket & Pharmacy Retail Business Services LLC Real Estate Department - North - MS 6000 PO Box 1000 Portland, ME 04104-5005 145 Pleasant Hill Road Scarborough, Maine 04074-9309 Office: (207) 885-2092 Cell: (207) 671-1058 Email: bill.mckennev(@retailbusinessservices.com Hannoford Bros. Co., LLC & Retail Business Services LLC are Ahold Delhaize companies DISCLAIMER This email and any attachments thereto, which may contain information that is proprietary, confidential and/or privileged, are for the intended recipient(s) only. Any access to such information by other persons is unauthorized. If you have received this e-mail in error, please notify the sender by telephone or e- mail and delete the material from any device promptly. No entity that is part of the Ahold Delhaize Group shall be liable for consequences of inaccurate or incomplete transmission or any delay in receipt as a result of viruses or otherwise. To the extent this email is intended to create any legal obligation, the obligation shall bind only the contracting entity and not any other legal entity within the Ahold Delhaize Group, unless indicated otherwise. DISCLAIMER This email and any attachments thereto, which may contain information that is proprietary, confidential and/or privileged, are for the intended recipient(s) only. Any access to such information. by other persons is unauthorized. If you have received this e-mail in error, please notify the sender by telephone or e- mail and delete the material from any device promptly. No entity that is part of the Ahold Delhaize Group shall be liable for consequences of inaccurate or incomplete transmission or any delay in receipt as a result of viruses or otherwise. To the extent this email is intended to create any legal obligation, the obligation shall bind only the contracting entity and not any other legal entity within the Ahold Delhaize Group, unless indicated otherwise. NOTICE OF CONDITIONS OF SUBDIVISION APPROVAL WHEREAS, SOUTHLAND ENTERPRISES, INC., a Vermont corporation with its principal place of business in Burlington, Vermont (herein "Owner") is the owner of 41.9 acres of land in the City of South Burlington with 677.74 feet of frontage on Shelburne Road, so- called, which land was acquired by warranty deed of John H. Waterhouse, Ann L. Waterhouse and Lauren P. Merrihew dated October 6, 1986 and recorded in Book 218 at page 91 of the City of South Burlington Land Records; and WHEREAS, Owner has obtained approval for development of said property for commercial purposes in accordance with an approval granted by the South Burlington Planning Commission on November 15, 1994, which approval is fully set forth in the minutes of the Planning Commission meeting on such date; and WHEREAS, the above -stated approval of the South Burlington Planning Commission obligates Owner to construct certain roadways on the subject property which are shown and depicted on plans entitled "Overall Site Plan, S-3, sheet 2 of 15, Drawing Number D- 4591, last revised 11/3/94" and "Proposed Plat of Subdivision of lands of Southland Enterprises, Inc. successor by name change from Burlington Mall, Inc., sheet 1 of 1, Drawing Number D-4978", dated Nov. 1994 and recorded in Map Volume at pages of the City of South Burlington Land Records; and WHEREAS, it is a condition of the above -stated approval of the South Burlington Planning Commission that the above said roadways may be retained in private ownership so long as said roadways are maintained in a condition satisfactory to the City and Owner has executed and delivered to the City prior to the issuance of the first Zoning/Building permit an Offer of Dedication and Deed(s) of Conveyance describing said roadways to be held by the City in escrow and recorded only under the conditions and in the manner provided herein. NOW THEREFORE, in compliance with said approval, Owner hereby agrees to be bound by the conditions of said approval and gives notice that the above -described lands are and shall remain subject to the following conditions and restrictions which shall run with and be binding upon the land unless or until modified or removed by the South Burlington Planning Commission: 1. If the Owner elects to proceed with the approved development, Owner shall construct the roadways identified as Fayette Road, Martin's Drive and Road "A", as shown and depicted on the above -referenced plan, (herein "Roadways") in accordance with the standards and specifications customarily used by the City for the construction of streets which will be owned and maintained by the City. 2. If the Owner elects to proceed with the approved development, Owner shall complete the construction required by paragraph 1 above in accordance with the approval granted by the South Burlington Planning Commission identified above and as set forth in accordance with the Construction Schedule attached hereto as Exhibit "A". The Owner shall notify the City within sixty (60) days of completion of any Roadways. The City may inspect said Roadways and advise Owner to repair or replace any work or materials found to be defective or not in accordance with City standards. 3. Owner shall maintain the above -described roadways at its sole cost in accordance with standards and practices customarily employed by the City for the maintenance of streets similar in character which said tasks and standards therefore shall be reduced to writing and attached hereto as Exhibit B and the City shall notify the Owner of any change thereto during the term hereof. Owner agrees that such roads shall be open to the public at all times, except when closure is necessary for repair or maintenance. Owner further agrees that the City in its sole discretion may extend the Roadways or otherwise connect additional roads to them consistent with future development approvals in the City. 4. If City, acting through its Highway Superintendent, or other individual designated by the South Burlington City Council, determines through a reasonable exercise of his/her discretion, that Owner has failed to maintain the Roadways in a manner consistent with Exhibit B, the Highway Superintendent shall direct Owner in writing to complete specific repairs or maintenance, or institute specific maintenance practices. If within sixty (60) days of issuance of such written notice, Owner has failed or refused to initiate the action required by such notice and fails to complete such action with due diligence within a reasonable time thereafter, or if the Highway Superintendent issues a third notice within any twelve (12) month period, the Highway Superintendent may request that the South Burlington City Council accept the Roadways as public roads. If the South Burlington City Council decides to accept the Roadways as public roads, the City shall notify the Owner that the Offer of Dedication and the Roadway Deeds will be recorded within sixty (60) days of such notice unless the Owner complies with the requests made hereunder. 5. If the City acting through its Highway Superintendent, or other individual designated by the South Burlington City Council, determines through a reasonable exercise of his/her discretion, that the roadways are in need of major repair, resurfacing or reconstruction (other than the tasks listed on Exhibit B), the Superintendent shall direct Owner in writing to conduct, at its sole cost, an appropriate evaluation of the roadways to determine the extent of repairs, resurfacing, or reconstruction required. Such evaluation shall be completed within ninety (90) days of the issuance of notice from Superintendent. Within sixty (60) days 2 following preparation of such report and delivery of a copy to Superintendent, Owner and Superintendent shall meet and agree on the specific major repairs, resurfacing or reconstruction required and establish an appropriate timetable for completion of such work and the posting of suitable financial security to guaranty the performance of such work. If Owner fails to perform any action required regarding major repair, resurfacing or reconstruction of the roadways, Superintendent shall provide written notice of such failure to the City Council together with a request that the roadways be accepted as public roadways. The City Council shall provide Owner notice of such request by Superintendent and provide Owner an opportunity to meet with the Council to review the request of Superintendent. The City Council shall determine what actions are required by Owner and Owner shall have a reasonable time to complete any actions required. If Owner fails to complete the required actions in the time specified by the City Council, the Council may accept the roadways as public roadways. 6. In connection with, or as an alternative to accepting the roadways as public roadways, as set forth in paragraphs 4 and 5, above, the City may, in its reasonable discretion, complete the specific repairs or maintenance directed by the Highway Superintendent and bill the cost of performing such work to Owner, or Owner's successors, heirs or assigns. If Owner fails to pay said bill within thirty (30) days, City may collect the amounts due, including reasonable costs of collection, using the same proceedings that are available to the City to collect delinquent property taxes. 7. If the City of South Burlington accepts the roadways as public roads in the manner set forth in paragraphs 4 and 5, above, Owner shall within 120 days of such action by the City take those actions that are required under the City Sign Ordinance then in effect to comply with such ordinance. In determining what action is required, Owner's property shall be reviewed as if the roadways were approved as public roadways and only those signs allowable based on such approval shall be allowed. 8. In addition to any action the City of South Burlington is authorized to take under this Notice, the City may enforce the conditions and restrictions in the above stated approval by an appropriate civil action in Superior Court. 9. This Notice of Condition of Subdivision Approval shall run with the land and be binding on the Owner, and the owner's successors and assigns. 3 DATED at South Burlington, 1995. IN PRESENCE OF: k Vermont this 113- day of Owner STATE OF VERMONT CHITTENDEN COUNTY, SS. At Burlington, Vermont, this day ofQ� , 1995, personally appeared and /she acknowledged this instrument by him/her signed to be his/her free act and deed. PMD\SUBDVAPPRVL.005 4 Notdr�, Public„ Exhibit A A) The following road sections shall be substantially complete (other than the final coat of paving and other incidental "punch list" items) prior to the first business opening in the Southland Planned Commercial Development: 1) Martin's Drive from Shelburne Road to the intersection with Fayette Road 2) Fayette Road from the southern edge of the Southland property to the intersection with Martin's Drive B) The following road sections shall be substantially complete (other than the final coat of paving and other incidental "punch list" items) prior to the first business opening in any one or more of buildings "D", "E" or "H": 1) Fayette Road from the intersection with Martin's Drive to its northern terminus C) The following road sections shall be substantially complete (other than the final coat of paving and other incidental "punch list" items) prior to the opening of the first business in building "H": 1) "Road A", so-called Exhibit B Routine maintenance shall include: 1) snow plowing of streets and sidewalks as required 2) street sweeping twice a year, or additional as needed 3) lawn mowing as required 4) re -striping of lanes, stop bars, parking spaces, etc., once annually in spring or early summer 5) pot -hole patching, as required by highway superintendent 6) repair of storm water catch basins, when needed, inspections twice a year, spring and fall 7) clean out catch basins once a year in spring or early summer 8) repair of streetlights and bulb replacement as needed 9) repair of sidewalks as needed 10) tree maintenance as needed along streets ray From: Terry Francis Sent: Friday, April 28, 2017 3:46 PM To: ray; Lindsey Britt Subject: 947 Shelburne Rd - Hannaford redevelopment Good afternoon: SBFD has had several mtgs with the developer regarding fire department access under the new proposal. There have been some modifications for island curb and will include no parking fire lane signage along the east face of the complex. Lake Champlain Marketplace 5/11/17 Specify 2.5 ft. depth of planting soil in continuous beds to provide soil volume to support tree growth Recommend substitute for'Princeton' Elm. 'Accolade' Elm, 'Triumph' Elm and 'Regal' Elm all have superior structure as trees mature • Recommend planting a tree which reaches a larger size in the continuous planting strip on the east side of the parking lot. This is the widest planting strip on the property and therefor has the most soil volume to support larger trees white+ Burke REAL ESTATE INVESTMENT ADVISORS MEMORANDUM To: Ray Belair From: Joe Weith Date: May 8, 2017 Re: Lake Champlain Marketplace — Revised Plans The attached plans contain the following revisions: 1. All sheets were changed to reflect the correct property address of 935 Shelburne Road. The date on all sheets was updated to May 8, 2017. 2. The plans were revised to show 9 designated Hannaford To Go spaces. These spaces are 10' wide which resulted in the loss of one parking space. 3. The zoning chart on Sheet C-2.00 was revised as follows: • Correctly identify the Traffic and Transit Overlay Districts • Correct maximum building coverage and building footprint size • Proposed building height of 37.5' (pitched roof portion of building) • Total number of parking spaces provided reduced by one to 486 spaces. 4. Sheet L-1.02 was revised to show no conflict between locations of employee picnic table and bike racks. Employee picnic table is located on south end under the canopy to provide shade and protect from weather. Bike racks are provided on the north end and in the middle of storefront. 5. The plan set includes refinements to the stormwater systems for the project, including: • The stormwater island at the south side of the site has been updated from a dry swale to a grass channel with 3 permanent check dams. • A check dam detail and details for the underground sand filter vault have been added to detail sheets C-7.05. 40 College St., Suite 100 I PO Box 1007 t Burlington, VT 05402-1007 P: 802.862,1225 F: 802.8621601 www,whiteandburke.com E theOther Paper • otherpapervt.com • April 27, 2017 • .19 uxic Nrot'-ices i ClassifieCds- service for South Burlington residents. ,I Please Check One Below 1 1 e Ad: Ads from South Burlington residents for ITEMS FOR SALE, 1 E ITEMS, TAG SALES,WANTED ITEMS, FOUND ITEMS, LOST ITEMS and tICLES FOR SALE will be printed for 2 weeks free of charge, 1 3 space available basis. 1 1 Id Ad: SERVICE, REAL ESTATE FOR SALE or REAL ESTATE 1 R RENT ads cost $20 per week. Make checks payable to 1 e Other Paper and mail to the address listed at the bottom of this form. 1 week(s) @ $20/wk = $ (please submit this amount) 1 1 I information (30 words or less) and applicable payment must be received 1 1 by our THURSDAY NOON deadline to be included in the next issue. ubmifads online at www.otherpapersbvt.com, mail this form to the 1 address below, or email to classifieds@otherpapersbvt_com. ie, address and phone number are required for residency verification. 1 1 1 Number: 1 1 ss: 1 1 isement: (SO words or less) 1 1 1, I, II 1: 1I 1 — 1 1€ 1 1! �e Other Paper, 1340 Williston Road, South Burlington, VT 05403. 1 CONTINUED FROM PAGE 1 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a pub- lic hearing in the South` Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont onTuesday May 16, 2017 at 7:00 P.M. to consider the following: Conditional use application #CU-17-05 of Martin Foods of South Burlington, LLC to amend a previously approved plan fora 107,650 sq. ft. shopping center. The amendment consists of redevelopment of the property to include: 1) new site lighting, 2) reconstruction of the parking lotto include curbed islands and landscaping, and 3) improved perimeter drive, 935 Shelburne Road. Bill Miller, 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 appeal. April ,27, 2017 er From: Joe Weith <jweith@whiteandburke.com> Sent: Thursday, April 27, 2017 10:43 AM To: ray Subject: Re: Burlington Plaza - Building Coverage Hi Ray, VHB has recalculated the building footprint and building coverage numbers to not include overhangs. The new numbers are: Building footprint size is 100,653 sf for both existing and proposed conditions Max building coverage is 20.6% for both existing and proposed conditions Should we hold off on submitting revised plans until the end of next week in case you or other departments request further changes? Joe White +Burke Real Estate Investment Advisors, Inc. Founded 1990 Joe Weith Senior Project Manager 40 College Street, Suite 100 PO Box 1007 Burlington, VT 05402-1007 P. 802-862-1225 x18 F: 802-862-3601 www.whiteandburke.com The contents of this e-mail message and any attachments are confidential and are intended solely for the addressee. The information may also be legally privileged. This transmission is sent in trust, for the sole purpose of delivery to the intended recipient. If you have received this transmission in error, any use, reproduction or dissemination of this transmission is strictly prohibited. If you are not the intended recipient, please immediately notify the sender by reply e-mail or phone and delete this message and its attachments, if any. Before printing this email, please think about the environment. On 4/26/2017 11:25 AM, ray wrote: OK, thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street ��1� Aq south-':,,) PLANNING & ZONING Permit Number SP- ( - (office use only APPLICATION FOR SITE PLAN REVIEW El Administrative ✓❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Martin's Foods of South Burlington, LLC 145 Pleasant Hill Road, Scarborough, ME 04074 207-671-1058 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol. 408, Page 119 3. APPLICANT (Name, mailing address, phone and fax #): Martin's Foods of South Burlington_,_ LLC Same as above 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Joe Weith, White + Burke Real Estate Investment Advisors___ PO Box 1007, Burlington, VT 05402-1007 802-862-1225 ext. 18; fax 802-862-3601 4a. CONTACT EMAIL ADDRESS:: jweith@whiteandburke.com 5. PROJECT STREET ADDRESS: 947 Shelburne Road, South Burlington, VT 05403 `l 1 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-935-7 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Renovate the 107,650 square foot building on lot #1 of the Lake Champlain Marketplace PUD (formerly Burlington Plaza) for shopping center use. The Merchant's Bank building on lot #2 of the PUD will remain as is. b. Existing Uses on Property (including description and size of each separate use): 107,650 square foot retail building (currently vacant) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Renovated 107,650 square foot building for shopping center use, including a Hannaford Supermarket & Pharmacy and other uses typical in a shopping center which are yet to be determined. d. Total building square footage on property (proposed buildings and existing buildings to remain): 107,650 square feet e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 35 feet. Predominantly a one story building plus a mezzanine in the supermarket space. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 125 retail employees at the supermarket, employees of other shopping center tenants TBD h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): See enclosed memorandum from Joe Weith dated 4/14/17. Site Plan Application Form, Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 11.2 Acres Sq. Ft. a. Building: Existing 21 % / 100,932 sq. ft. Proposed 22.1 % / 107,969 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 89 % / 434,206 sq. ft. Proposed 86 —% / 419,570 sq. ft. e. Front yard (along each street) Existing 68 _% / Proposed 68 % / d. Total area to be disturbed during construction (sq. ft.) 5 acres 3,330 sq. ft. 3,330 sq. ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 4,250,000 b. Landscaping: $118,000 c. Other site improvements (please list with cost): $1,200,000 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 780 vehicle trip ends/hour 11. PEAK HOURS OF OPERATION: Even inqs 12. PEAK DAYS OF OPERATION: Weekd 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2018 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. J- /Y�2 � "S'I&4ATURI0F APPLICANT William McKenney SIGNATURE OF PROPERMOWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete Incom,plete inistrative Oft The applicant or perm ittee retains the obligation to identifi� apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 white+ burke REAL ESTATE INVESTMENT ADVISORS MEMORANDUM To: South Burlington Development Review Board Ray Belair, Administrative Officer From: Joe Weith Date: April 14, 2017 Re: Lake Champlain Marketplace (formerly Burlington Plaza) — Project Description and Overview of Compliance with City of South Burlington Land Development Regulations This memorandum presents an overview of the application submitted by Martin's Foods of South Burlington LLC ("Owner") to adaptively reuse and renovate the Lake Champlain Marketplace property on Shelburne Road (formerly known as Burlington Plaza). The Lake Champlain Marketplace property consists of an approximately 12 acre, two (2) lot planned unit development (PUD). Lot 1 contains an approximately 107,650' square foot shopping center building which formerly housed a K-Mart department store, Martin's Supermarket, movie theater and other shopping center businesses. Lot 2 contains an approximately 2,120 square foot Merchant's Bank. The Owner is proposing to adaptively reuse and renovate the existing building on Lot 1 for "shopping center" use, which will include a Hannaford Supermarket & Pharmacy and other uses typical in a shopping center which are yet to be determined. Provided in the following pages is a description of the project and an overview of its compliance with the City of South Burlington Land Development Regulations, namely the site plan and conditional use review criteria. ' The 107,650 square feet includes a 6,718 square foot mezzanine in the former K-Mart space. This 107,650 square footage number is 6,718 square feet larger than the building size referenced in the South Burlington DRB's 2008 approval for the Merchants Bank redevelopment, as we were not aware the mezzanine existed at that time. To the best of our knowledge, this mezzanine has existed in the building since it was built in 1968. 40 College St., Suite 100 / PO Box 1007 / Burlington, VT 05402-1007 P: 802.862.1225 F: 802,862.3601 www.whiteandburke.com E Project Description Lake Champlain Marketplace (formerly Burlington Plaza) was built in 1968 and has housed several shopping center uses including a Martin's Supermarket, movie theater, drug store, video rental, and most recently a K-Mart department store. The 107,650 square foot building is currently vacant. The owner plans to adaptively reuse and renovate the existing structure for shopping center use, including a Hannaford Supermarket & Pharmacy (approximately 67,389 square feet) and other uses typical in a shopping center (approximately 40,261 square feet). The existing Merchants Bank on lot 2, which was redeveloped in 2008 (approved by the South Burlington DRB on June 17, 2008, will remain as is. Two small appendages at the rear of the former K-Mart building, totaling approximately 875 square feet, are proposed to be removed and replaced with a single 875 square foot loading dock with an exterior truck well. A small prefabricated mechanical center is planned to be installed at the rear of the building. The total square footage of the building will remain unchanged. The renovated site will result in significant improvements including decreased lot coverage, a new stormwater control and treatment system, an upgraded and significantly more attractive building, modern site lighting using cut-off luminaires, increased landscaping, and a better defined internal road system. Notable features of the planned Lake Champlain Marketplace rehabilitation project include: Significant Aesthetic Improvements to Building and Property The project will bring new life to a currently vacant center and significantly upgrade the appearance of a building and property that has been declining for many years. A new fagade consisting of warm, earth -toned colors and quality materials (stone veneer and traditional lap siding) will be added to the building along with several pitched roof architectural features and standing seam metal roof canopies. The existing wide open and deteriorating parking lot will be improved with new pavement and striping. Many new landscape islands will be added to break up the expanse of asphalt, which will provide shade and a visual buffer from Shelburne Road. More than 100 trees will be added to the property within the new landscape islands and along the internal perimeter drive. Finally, new attractive lighting with cut-off luminaires will be added to improve safety and further enhance the aesthetics of the entire Lake Champlain Marketplace property. Page 2 of 10 } Decreased Lot Coverage Lot 1 (11.2 acres) of the Lake Champlain Marketplace property is currently 89% covered with impervious surface area. As a result of this project, portions of the existing impervious parking lot will be removed and replaced with landscaped pervious area, thereby reducing total lot coverage to no more than 86%. Stormwater The project will improve pre -development hydrology through reduction of impervious cover and installation of a new stormwater management system that significantly increases the treatment and control of stormwater runoff leaving the property. Currently, the vast majority of stormwater runoff from the existing parking lot and building roof is directed, untreated and uncontrolled, into the City of South Burlington storm drain system, or flows south to a partially stone lined swale to the west, both of which discharge to Potash Brook. The project will include a new stormwater management system with operational phase controls to manage stormwater quality and volumes, with the intent of seeking an individual operational phase stormwater discharge permit from VT DEC. Stormwater treatment practices are expected to include a dry swale, subsurface sand filter, and underground detention. These practices are designed to capture and provide water quality treatment and runoff control for 5.4 acres of the 10.0 acres of impervious surfaces proposed to remain in the final condition. The bio swale captures 0.4 acres of impervious while the subsurface sand filter captures 5.0 acres. Water quality treatment is provided by capturing the runoff from the first 0.9 inches of a rain event and providing filtration such that 80% of total suspended solids (TSS) and 40% of total phosphorus contained within the runoff is captured. In addition to the new water quality treatment measures, a portion of impervious runoff from the roof and from the paved area to the rear of the building are captured in an existing infiltration system to the rear of the site. The function of and tributary area to this infiltration system will remain unchanged as part of this Project. The Project will protect water resources during construction through the use of erosion prevention and sediment control measures described in the Vermont Standards and Specifications for Erosion Prevention and Sediment Control (2006) as well as the protocol established in the erosion control plan sheets included with the application plan set. During construction, sediment control measures will include use of stabilized construction entrances, catch basin and drain inlet protection, and perimeter controls (silt fence and straw rolls), to be located at the perimeter of the site and downslope of any Page 3 of 10 disturbed areas or temporary stockpiles. It is expected that the project will obtain coverage under the VT DEC Construction General Stormwater Permit 3-9020 or an Individual Construction Stormwater Discharge Permit (INDC). The proposed stormwater management system has been designed to meet the specific requirements of Section 12.03C(2) and 12.03E(3) as they pertain to peak runoff rates for the 1-year and 25-year 24-hour rain events through LID practices including impervious reduction and a dry swale, as well as subsurface practices including a sand filter and detention. Traffic The project will include several improvements to traffic safety and circulation, and is anticipated to generate fewer trips than currently grandfathered by the City of South Burlington. The Lake Champlain Marketplace PUD has a grandfathered weekday PM peak hour traffic budget of 1,052 vehicle trip ends ("vte")/hour which was established by the City of South Burlington as part of its approval of the Hannaford Plaza (aka Southland) project, and then reaffirmed with the subsequent approval of the new Merchants Bank building in Burlington Plaza. The proposed project will generate approximately 780 trips during the weekday evening peak hour, which is less than the property's grandfathered traffic budget of 1,052 vte/hour. The total projected trips of 780 vte/hr may vary based on the ultimate mix of uses in the additional space other than the proposed Hannaford, but will not exceed the grandfathered volume of 1,052 vte/hr. In addition, the project will include several improvements to traffic safety and circulation such as adding curbing and landscaped islands to better define the internal roadway system, construction of sidewalks and enhanced lighting. Compliance with City of South Burlington Land Development Regulations Zoning Districts The Lake Champlain Marketplace property is located within the Commercial 1 — Residential 15 (C1-R15) zoning district, the Traffic Overlay District) and the Transit Overlay District. Proposed Use The proposed use for the Lake Champlain Marketplace property, including the renovated 107,650 square foot building, is "shopping center" which may include the following non - retail uses: general office, medical office/out-patient use, theater, brewery, personal and business service, data and telecommunication services and financial services. Shopping center is a conditional use in the Commercial 1 zoning district. Page 4 of 10 General Review Standards (14.06) A. Relationship of Proposed Development to the City of South Burlington's Comprehensive Plan The project complies with and promotes the goals and objectives contained in the City of South Burling Comprehensive Plan. The project site lies within the Southwest Quadrant Future Land Use Planning Area which, for the Shelburne Road corridor, encourages mixed -use development such as residential/commercial or retail/office/restaurant uses. The project will promote this goal by renovating a currently vacant and tired center into an attractive and vibrant mix of commercial shopping center uses including supermarket, pharmacy, general retail and bank. This renovation project will also contribute to the overall mix of uses in the general area which includes retail, services, restaurants, office, government and single and multi -family residential. The new sidewalks within the project will improve pedestrian movement, use of public transit and connections to nearby businesses and residential neighborhoods. B. Relationship of Proposed Structures to the Site 1) The proposed enhancements to the building fagade and extensive site upgrades including new sidewalks, added green space and landscaping, and streetscape improvements along the building frontage will accomplish a desirable transition from structure to site and from structure to structure, and enhance pedestrian safety. 2) Parking: The primary parking field serving the property is located behind the row of buildings fronting Shelburne Road and in front of the primary building planned for renovation. The location of parking is a pre-existing situation and will be significantly enhanced with the addition of multiple landscaped islands and attractive lighting with cut-off luminaires. As allowed in subsection (b)(iv), the DRB may approve use and reconfiguration of the existing parking field since this project involves re- use of an existing building and there is not adequate space to accommodate parking needs to the rear or sides of the existing building. The project requires 538 parking spaces and 487 spaces are proposed. Section 13.01(N)(2) allows the DRB to waive the off-street parking space requirements up to 25% if it determines the proposed use is adequately served by the proposed parking facility. Based on multiple locations throughout New England and New York, Hannaford has determined that a ratio of 4.5 spaces/1000 square feet GLA is adequate for shopping centers. Applicant requests a 51 space (10.5%) parking waiver. Page 5 of 10 I 3) The height and scale of the existing building will be relatively unchanged, however, proposed facade enhancements (e.g. pitched roof architectural features and standing seam metal roof canopies) will improve its compatibility with the site and surrounding area. C. Relationship of Structures and Site to Ad joining The existing building, which is currently in poor aesthetic condition, will receive an improved facade and additional landscaping and streetscape features along the storefront. This will improve its contribution and compatibility with the surrounding area. The proposed improvements to the internal perimeter -drive will establish a more unified aesthetic as well as increased pedestrian access to and from the site, thus creating a more desirable transition to Queen City Park Road, Fayette Road and Shelburne Road. Specific Review Standards (14.07) A. Access to Abuttin-Properties The site currently provides access via an internal perimeter drive to Queen City Park Road, -Hannaford Plaza (aka "Southland") and Shelburne Road. The internal perimeter drive will be better defined with new curbing and green strips, and include new sidewalks and bike lanes on both sides. B. Utility Services No significant change to existing utility services are proposed as part of the project. Repair or replacement of existing sewer and water infrastructure may be undertaken at the time of parking construction to minimize future pavement disturbance at the site. A grease trap will be added for the supermarket. The renovated building will be connected to the City of South Burlington municipal sewer system. The project will require a total design flow of 10,905 gallons per day (gpd), which represents an increase of no more than 2,020 gpd over the existing allocation for the property. This project will use municipal water provided by Champlain Water District. The project will require a total design flow of 10,485 gpd, which represents an increase of no more than 2,020 gpd over the existing allocation for the property. C. Disposal of Wastes All dumpsters will be located behind the building and will be screened from view as shown on sheets C2.00 and C7.05 respectively. Page 6 of 10 D. Landscapingg and Screeninz Requirements A significant number of new plantings are proposed throughout the parking lot. Existing mature trees and vegetation provide screening on the north, west and south sides of the building and no disturbance to existing vegetation is proposed in those areas. The addition of multiple landscaped islands will bring the existing non- conforming parking lot into compliance with Section 13.06 of the land development regulations. Specifically, 104trees with minimum caliper of 2.5 inches will be planted in the front parking lot. This exceeds the 98 trees that are required using the ratio of 1 tree per 5 parking spaces. Based upon the total estimated Project cost of $5,450,000, the proposed landscaping budget is required to be a minimum of $62,000. The proposed landscaping budget of $118,364 exceeds the minimum requirement. E. Modification of Standards Not applicable, no modifications requested at this time. F. Low Impact Development (Re{. Section 12.03 Q The Project involves renovation of an existing building and previously developed site, which is currently 89 percent impervious surface. Opportunities for incorporating LID practices into the Project have been assessed as part of the planning and design phases of the Project. A subsurface soils exploration was performed to identify areas where precipitation could be infiltrated onsite. The soils investigation revealed that the site is underlain by a combination of fill soils and either saturated sandy loams or silty clay, with the existing seasonal high groundwater table located generally within one foot of the ground surface. The existing parking lot is also considered a stormwater "hotspot" as the site is underlain by areas of soil contamination associated with a contamination plume originating from former underground fuel storage tanks located on adjacent parcels to the northeast and southeast of the Project. In consideration of these conditions, infiltration of stormwater was deemed to be infeasible for the Project. Despite these challenges, the Project team has identified two methods for incorporating LID concepts into the Project: 1) runoff generation will be reduced by decreasing total impervious surfaces by 3.4 percent and by addition of 104 new trees to provide canopy interception, and 2) a new stormwater treatment island will be located along the new pedestrian approach to the proposed Hannaford Store. This island will feature breaks in the south curb to allow runoff to enter the island and flow through a dry swale for water quality treatment and volume reduction. Runoff from the diagonal parking spaces and driveway located immediately to the south of the island will receive treatment in this system. Page 7 of 10 While not specifically categorized as an LID practice, the proposed underground sand filter and peak flow storage will provide treatment in accordance with the Water Quality and Channel Protection Treatment Standards of the current (2002) Vermont Stormwater Management Manual for the entire existing parking lot. Under existing conditions, this parking lot discharges directly to the City of South Burlington storm drainage line and into Potash Brook without treatment. In accordance with Section 12.03 C (2), the peak runoff rate from the site during the one-year 24-hour (2.1 inch) rainfall event will be reduced under proposed conditions by reducing total impervious surface by 3.4% and by detaining the runoff volume from the one-year event in the proposed detention vault and releasing the volume center of mass over a 12 hour period, as prescribed in the Channel Protection Treatment Standard of the Vermont Stormwater Management Manual. The Project proposes approximately 4.5 acre of redeveloped surfaces. The vault provides treatment for 5.0 acres of impervious surfaces. G. Standards for Roadways, Parking, and Circulation (Ref section 15.12) Under proposed conditions the site will continue to provide access to Queen City Park Road, the Shelburne Road corridor, as well as adjoining properties to the south. In addition, the following proposed improvements to roadways and parking circulation within the site will be implemented: I ) The internal perimeter drive will be formalized with landscaped islands, curbing and new lane striping and three new internal stop signs. A cross section of the proposed internal perimeter drive is shown on accompanying plan sheet C-7.01, and was developed to be consistent with the standards for a Private Commercial Way of Article 11 of the Bylaw. It should be noted that the Project proposes new bike lanes. 2) New sidewalks will extend from Queen City Park Road to the Merchant's Bank lot and connect to the Shelburne Road sidewalks. A sidewalk will be installed along the north side of the site, south of the Sugar House Bar & Grill to allow for sidewalk access from Queen City Park Road to the existing building. In addition, a new sidewalk from Shelburne Road to the front of the building will be provided. 3) The driveway at the front of the store will feature variation in textures and materials to provide traffic calming and improve pedestrian safety. 4) The proposed landscaped islands, retaining wall, and planting islands within the parking lot will prevent vehicles from rapidly cutting through the parking lot as currently occurs under the existing configuration. Page 8 of 10 Conditional Use Review: General Review Standards 04.10 (6)) 1) Capacity of existing or planned community facilities Since this project involves renovation to an existing developed property, it will not result in an undue adverse effect on existing or planned community facilities. The property is currently served by municipal water and sewer and there is adequate capacity to continue serving this property. The property involves continued use for commercial purposes and therefore will have no material impact on municipal or educational services. 2) Character of the area affected The project site is located within a developed commercial corridor and will involve significant renovation and improvement to a property which has been neglected for many years. As stated previously under General Review Standards, the proposed renovation project complies with and promotes the policies and standards contained in the City's Comprehensive plan. 3) Tra(Lic on roads and highways in the vicinity As described in detail in the enclosed memorandum from VHB, dated February 21, 2017, we estimate the project will generate approximately 780 weekday PM peak hour trips, which is less than the grandfathered traffic budget for this property of 1,052 vehicle trip ends per hour. This grandfathered traffic budget was established by the City of South Burlington in the early 1990s as part of its approval of the Hannaford Plaza project, and then reaffirmed by the City in 2008 with the approval of the new bank building in Burlington Plaza. It is possible that future uses on the property may bring total trips up to the grandfathered 1,052, but we do not propose to exceed this at this time. This project will improve traffic safety and circulation by adding several components such as new curbing, green strips and turn lanes to better define the internal roadway system, new sidewalks extending from the building storefronts to Shelburne and Queen City Park Roads, and enhanced lighting. Accordingly, we expect a net improvement with respect to traffic safety and congestion. 4) Bylaws and ordinances then in effect This project complies with all bylaws and ordinances of the City of South Burlington. 5) Utilization of renewable enemy resources The project will not have an undue adverse effect on the utilization of renewable energy resources. Page 9 of 10 Traffic Overlay District (10.02) The project site is located within Traffic Overlay Zone 3 (per memo dated 8/28/07 from Juli Beth Hinds, Director of Planning & Zoning). In accordance with Section 10.02 (H)(2) of the Traffic Overlay District, a traffic budget for the property of 1,052 trips/hour was establish by the City in the early 1990's and reaffirmed in 2008. As described in detail in the enclosed memorandum from VHB, dated February 21, 2017, we estimate the project will generate approximately 780 weekday PM peak hour trips, which is less than the property's established traffic budget. Therefore, the project complies with the requirements of the Traffic Overlay District. Alterations to Nonconforming Structures (3.11 (D)) Planning and zoning staff have determined that the 107,650 square foot building is a nonconforming structure due to the primary parking field being located in front of the building rather than in the rear or sides of the building. Subsection (1) allows alterations to nonconforming structures provided such alteration does not exceed in aggregate cost 25% of the current assessed value of the property as determined by the City Assessor. The current assessed value of the property is $5,944,900. The aggregate cost of the proposed alterations to the structure is anticipated to be less than 25% of the current assessed value. Page 10 of 10 south PLANNING & ZONING Permit # w - - d� (office se only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): 0✓ Request for a conditional use Request for a variance Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): Martin's Foods of South Burlington, LLC 145 Pleasant Hill Road, Scarborough, ME 04074 (207) 671-1058 2) LOCATION OF LAST RECORDED DEED (book & page #) Vol. 408, Page 119 3) APPLICANT (name, mailing address, phone, fax #) Martin's Foods of South Burlington, LLC Same as above 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Joe Weith White + Burke Real Estate Investment Advisors PO Box 1007, Burlington, VT 05402-1007, 802-862-3601 ext. 18: fax 802-862-3601 a. Contact e-mail address: jweith@whiteandburke.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) PROJECT STREET ADDRESS: 6) TAX PARCEL ID #: 1540-935-7 7) PROJECT DESCRIPTION W Shelburne Road, South Burlington, VT 05403 a. General Project Description (describe what you are proposing): Renovate the 107,650 square foot building on lot #1 of the Lake Champlain Marketplace PUD (formerly Burlington Plaza) for shopping center use. The Merchant's Bank building on lot #2 of the PUD will remain as is. b. Existing Uses on Property (including description and size of each separate use): 107,650 square foot retail building (currently vacant) c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Renovated 107,650 square foot building for shopping center use, including a Hannaford Supermarket & Pharmacy and other uses typical in a shopping center which are yet to be determined. d. Total building square footage on property (proposed buildings & existing building to remain): 107,650 sq. ft. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): 35 feet. Predominately a one story building plus a mezzanine in the supermarket space. f. Number of residential Units (if applicable, new units & existing units to remain): N/A g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): 125 retail employees at the supermarket, employees of other shopping center tenants TBD h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): See enclosed memorandum from Joe Weith dated 4/14/17 Conditional Use /Variance /Miscellaneous Application Form. Rev. 12-2011 t, 8) LOT COVERAGE a. Total parcel size: b. Buildings 11.2 acres Sq. Ft. Existing 21 Proposed 22.1 _% / 100,932 Sq. Ft % / 107,969 Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 89 % / 434,206 Sq. Ft. Proposed 86 % / 419,570 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 68 % / 3,330 Sq. Ft. Proposed 68 % / 3,330 Sq. Ft. e. Total area to be disturbed during construction: 5 acres Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ 4,250,000 b. Landscaping $118,000 c. Other site improvements (please list with cost): $1,200,000 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): 780 vehicle trip ends/hour 11) PEAK HOURS OF OPERATION Even 12) PEAK DAYS OF OPERATION Weekdays 13) ESTIMATED PROJECT COMPLETION DATE Fall 2018 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (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 3 Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. !fiGNAtfUlfiE OF OILICANT William McKenney SIGNATURZrOF PMOVERTY;O'gUNER PRINT NAME Do not write below this line DATE OF SUBMISSION: / I have reviewed this application and find it to be: [3'COMPLETE ❑ Incomplete The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 m co a Ir a 0 a 0 a n m .0 0 M1 ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: ✓T� ! ' 'I 604I j - I' IXX�A. 00 f 4:-O7 j&d cl,Vllrol 11P� � A. Signature X _ ,WAgent c � c� El Addressee B. Received p'y (P d Name) C. Dalte of Delivery D. Is delivgry a dress different from item 1? u Ye: If YES, r delivery address below: ❑ No / 3. Service Type ❑ Priority Mail Express® IIIII' ('I'IIII�I I��III I I'II' I�III 0 Adult Signature 0 Registered 0 Registered T �CertfiiedMail�ResVictedDeliveryDelivery Mail Restricted 9590 9402 1475 5329 5623 95 Certified Mail Restricted Delivery Return ruchandisept for ❑ Collect on Delivery 2. Article Number (Transfer from Service label) ❑ Collect on Delivery Restricted Delivery ❑ Signature ConfirmationTm Nail ❑ Signature Confirmation 7016 3010 0001 1194 1856 Mail Restricted Delivery Restricted Delivery )o) PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt April 14, 2017 BannafordBros. Co. Paul Conner Director of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Lake Champlain Marketplace (formerly Burlington Plaza) 947 Shelburne Road Dear Paul, Martin's Foods of South Burlington, LLC is pleased to present site plans for the redevelopment of the former Burlington Plaza shopping center. Our plan is to renovate the vacant K-Mart to become a new Hannaford Supermarket & Pharmacy. The adjacent shops will be leased to a variety of complementary businesses. Our proposed work includes a significant architectural upgrade of the facade of the building and interior remodeling for the supermarket and adjacent shops. Site work includes numerous curbed islands in the parking lot, new site lighting, landscaping, and improved definition of the perimeter drive. The storefront sidewalk will be widened to promote an inviting pedestrian environment, and sidewalk connections are proposed throughout the site. A new storm water treatment system will be installed to improve the quality of water discharged from the site to Potash Brook and Lake Champlain. We respectfully request site plan approval from the Development Review Board, with conditional use for a shopping center and additional uses, including general offices, movie theatre, brewery, medical offices/outpatient care, data & telecommunications, and financial/banking services. We look forward to meeting with the DRB on May 161h meeting. Sincerely, William E. 2cKenne Hannaford Bros. Co., LLC P.O. Box 1000 PORTLAND, MAINE 04104 TELEPHONE 207-883-2911 Summary Chant Lot#1 P.rkI.g Sum—y Chart EXISTING SHOPPING CENTER FACADE TO BE RENOVATED II L.g-d Z I I I I Is I 1111111211111 Ij U 1111111111111111116111111 11c I in 1112111111 11111111HUIIIIIIIIIIIIIII-H OHNNIAIIIII 11121111114 UIIIIIIII9111111 Burlington Plaza Bud,,,.., V9rm1 M WMI-IL WO C-1 G... - Ref: 57846.00 February 27, 2017 Page 2 vh Memorandum Road is 25 mph. A five-foot wide concrete sidewalk is provided along the south side of Queen City Park Road from Queen City Parkway west to Arthur Court. Land uses along Queen City Park Road are a mix of commercial, residential, and industrial. The Burlington Plaza access drive and Brewer Parkway intersect Shelburne Road from the west and east, respectively, to form a 4-way signalized intersection. Shelburne Road provides a left -turn lane, a through lane and a shared through/right lane in the northbound direction and a left -turn lane, two through lanes and a right -turn lane in the southbound direction. The Burlington Plaza access drive provides a shared left/through lane and a right -turn lane. The Brewer Parkway intersection provides a single general access lane. The traffic signal provides a protected left -turn phase on the Shelburne Road approaches and concurrent phasing on the minor approaches with a right -turn overlap phase for the Burlington Plaza drive approach. The Burlington Plaza access drive and Queen City Parkway intersect Queen City Park Road from the south and north respectively to form a four-way stop -controlled intersection. All four approaches are served by a single multiuse lane. DEVELOPMENT PROGRAM Hannaford Brothers Company is proposing to adaptively reuse and renovate the Burlington Plaza shopping center with a 67,389 square foot Hannaford Supermarket and Pharmacy (60,671 square foot ground floor footprint plus a 6,718 square foot second floor mezzanine) and 40,261 square feet of other uses typical in a shopping center yet to be determined. The 2,120 square foot Merchant's Bank, which is part of the overall Burlington Plaza planned unit development will be unaffected by the proposed project. The proposed layout of the project is shown in Figure 2. As the figure shows, the project includes several important site enhancements which will improve overall traffic safety and circulation such as new curbing, landscaped buffers and defined turn lanes to better delineate the internal roadway system, new sidewalks extending from the building storefronts to Shelburne Road (and the adjacent CCTA transit stop) and Queen City Park Road, and enhanced site lighting. TRIP GENERATION Historic Context and "Vested" Trip Generation Burlington Plaza was originally developed in 1968 as a 12.02 acre, two -lot, planned unit development and has housed several retail shopping center uses over the years including a Martin's Supermarket, movie theater, drug store, dry cleaner, video rental, and most recently a K-Mart department store. In 1974, Merchants Bank constructed a free standing 985 square foot bank with drive through window on a 0.39 acre lot (Lot 2 of the PUD) on the east side of the property adjacent to Shelburne Road. In 2008, Merchants Bank replaced the original 985 square foot bank with drive - through with a 2,120 square foot bank with drive -through. A 1993 traffic assessment accompanying the adjacent Southland development entitled "Net Effect of 40 KSF K-Mart Expansion w/Southland Build -out & Kmart Connection (Compared to No Connection)", prepared by Lamoureux, Stone, and O'Leary, estimated the weekday evening peak hour trip generation of the Burlington Plaza to equal 1,052 vehicle 40 IDX Drive Building 100, Suite 200 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\TrafficImpact South Burlington, VT 05403-7771 Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx P 802.497.6100 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza, dphics\FIGURES\57846.00_SLM.dwg T l 500 1000 Feet •;i �'Vhb Figure 1 Site Location Map To: Mr. Bill McKenney Retail Business Services LLC Real Estate Department - North - MS 6000 145 Pleasant Hill Road Scarborough, Maine 04074-9309 From: David Saladino, P.E., AICP Director, Transportation Systems Date: February 21, 2017 Project #: 57846.00 vh Memorandum Re: Proposed Burlington Plaza Adaptive Reuse & Renovation Traffic Impact Study Burlington Plaza, Shelburne Road, South Burlington, VT VHB has prepared a Traffic Impact Study (TIS) for the proposed adaptive reuse and renovation of the Burlington Plaza property, located on Shelburne Road in South Burlington, Vermont. The Burlington Plaza property consists of an approximately 12 acre, two lot planned unit development (PUD). Lot 1 contains an approximately 107,650 square foot currently vacant retail building which formerly housed a K-Mart department store, Martin's Supermarket, movie theater and other retail businesses. Lot 2 contains an approximately 2,120 square foot Merchant's Bank. Hannaford Brothers Company is proposing to adaptively reuse and renovate the existing building on Lot 1 for use as a Hannaford supermarket and pharmacy and other uses typical in a shopping center yet to be determined. This memorandum includes the following: • A description of the existing roadway network in the vicinity of the site; • A description of the proposed development program; • A trip generation estimate for the proposed development program; • A description of the traffic volume network development; • An evaluation of traffic operations within the study area; and • Conclusions. EXISTING ROADWAY CONDITIONS The Burlington Plaza is located on the west side of Shelburne Road (US 7) between Queen City Park Road and Hannaford Drive in South Burlington, Vermont. Access to the plaza is provided to and from the north via Queen City Park Road and Queen City Parkway, to and from the south via a private connector street to Hannaford Drive, and to and from the east via an existing signalized intersection on Shelburne Road (US 7). The location of the site in relation to the local roadway network is shown in Figure 1. Shelburne Road (US 7) is a five -lane roadway (two lanes in each direction with directional left -turn lanes) that runs north/south and, in the general project vicinity, provides a connection between Burlington, I-189, and Shelburne and points south. The posted speed limit along Shelburne Road adjacent to the Burlington Plaza is 35 miles per hour (mph). Five-foot wide concrete sidewalks are provided along both sides of Shelburne Road. Transit service is provided along Shelburne Road by the Chittenden County Transportation Authority (CCTA) Route 6 bus, which operates on 30- minute weekday headways with a stop adjacent to the Burlington Plaza entrance. Land uses along Shelburne Road are generally commercial in nature. Queen City Park Road is a two-lane roadway (one lane in each direction) that provides an east -west connection between Shelburne Road to the east and Industrial Parkway to the west. The posted speed limit along Queen City Park 40 IDX Drive Building 100, Suite 200 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact South Burlington, VT 05403-7771 Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx P 802.497.6100 Ref: 57846.00 February 27, 2017 Page 3 f vhb Memorandum trips ends per hour (vte/hour). The City of South Burlington Development Review Board's approval of the 2008 Merchants Bank expansion identified the grandfathered traffic budget of the existing Burlington Plaza at 1,052 (vte/hour). An excerpt of the 2008 South Burlington DRB decision referencing the grandfathered trips, along with the 2008 traffic analysis referencing this figure, is included in the Appendix. Trip Generation from Adaptive Reuse/Renovation of Existing Shopping Plaza The trip generation estimates for the adaptive reuse/renovation of the Burlington Plaza were calculated using rates published by the Institute of Transportation Engineers (ITE) in the latest version of Trip Generation'. Specifically, the following ITE land use codes were used for the trip generation estimates: • Supermarket (ITE Land Use Code 850) for the proposed 67,389 square foot Hannaford Supermarket and Pharmacy (60,671 square foot ground floor footprint plus a 6,718 square foot second floor mezzanine) • Shopping Center (ITE Land Use Code 820) for the remaining retail space (i.e. 40,261 square feet of general retail in the shopping center plus the existing 2,120 square foot Merchant's Bank) It should be noted that the approach described above, in which the supermarket's trip generation is calculated separately from the remaining shopping center (as opposed to estimating trip generation from a single, combined 109,770 square foot shopping center) is a more conservative approach, resulting in an approximately 35% higher total trip generation total for the proposed uses. It should further be noted that the trip generation estimates for the shopping center include trips generated by the 2,120 square foot Merchant's Bank even though trips from the bank are already included in the background traffic counts used for this study. Specific peak hour counts were not conducted at the Merchant's Bank driveway, so to be conservative we have essentially double -counted trips generated by the bank during the evening peak hour. Table 1 summarizes the trip generation estimates for the proposed Burlington Plaza adaptive reuse/redevelopment plan for the weekday evening peak hour. The trip generation calculations assume a 15% internal capture rate, based on the methodology outlined in ITE's Trip Generation Handbook. Calculations supporting the trip generation estimates are included in the Appendix. ' Trip Generation 9`h Edition, Institute of Transportation Engineers, Washington D.C., 2012. \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 Ref: 57846.00 February 27, 2017 Page 4 TABLE 1: TRIP GENERATION SUMMARY lot 1.100 V1 Memorandum Site Generated Trips (Vehicles / Hour) Supermarket Retail Internal External Peak Period 67,389 42,381 Total Capture Trips Rounded Weekday Evening (Fitted Curve) (Fitted Curve) 15% Enter 297 162 458 69 390 390 Exit 285 175 460 69 391 390 Total 582 337 919 138 781 780 Trip generation estimate based on ITE Trip Generation 9th Edition: Fitted Curve for LUC 850 (Supermarket) & LUC 820 (Shopping Center) Internal Capture trip percentages are based on "Trip Generation Handbook" by ITE Retail area includes 40,261 sf general retail in shopping center plus 2,120 sf Merchant's Bank As shown in Table 1 above, the proposed development is estimated to generate 780 external trips (390 entering and 390 exiting) during the weekday evening peak hour, which falls below the plaza's previously established trip generation budget of 1,052 weekday evening peak hour trips. It is possible that future uses on the property may bring total evening peak hour trips up to the grandfathered level of 1,052 trips, but this level is not proposed to be exceeded at this time. TRAFFIC NETWORKS Turning movement traffic counts were collected at the study intersections on April 9, 2016. To evaluate the impact of the permitted trips within the study area, the 2016 peak hour traffic volumes counts were projected to the opening year (2018) of the development and a 5-year forecast horizon (2023). Copies of the traffic volume count data are provided in the Appendix. Seasonal Variation Since it is impractical to design for the highest volume encountered during the year, VTrans guidelines recommend a compromise between capacity and cost. Design Hourly Volume (DHV) criteria allow roads to be designed for the 30th highest hourly volume of the year. Historical data from the closest, most comparable VTrans continuous count stations located on US 7 (P6D040) and VT 127 (P6D001) were reviewed to establish an appropriate DHV condition. The majority of the 30t" highest hours at these two count stations occurred during the weekday evening peak hours, indicating that a weekday evening DHV condition is appropriate. As such, a 1.17 DHV adjustment was applied to the raw weekday evening peak hour data. \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\dots\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 Ref: 57846.00 February 27, 2017 Page 5 Background Growth Memorandum Traffic growth is a function of expected land development in the region. To predict a rate at which traffic can be expected to grow during the forecast period, historical traffic growth was examined. The growth factor to project 2018 volumes to 2023 listed in the VTrans Red Book suggests a regional short term traffic growth of 3%. To provide a conservative assessment, a 1.0% annual background growth rate was utilized. The 2018 and 2023 baseline traffic volumes were developed by applying the average annual growth rate of 1.0% per year to the DHV-adjusted peak hour traffic volumes. Permitted Traffic Networks The 2018 and 2023 Permitted traffic networks were developed by distributing the previously permitted 1,052 trips onto the roadway network based on background travel patterns and adding these volumes to the 2018 and 2023 Design Hour Volumes. The distribution of permitted trips is shown in Figure 3 and the 2018 and 2023 weekday evening peak hour volumes with the permitted trips are shown in Figures 4 and S. TRAFFIC ANALYSES Intersection capacity analyses were performed at the study area intersections for the 2018 and 2023 weekday evening peak hours. Levels of service (LOS) were calculated based on the criteria published in the 2000 Highway Capacity Manual'. Level of service is the term that defines the conditions that may occur on a given roadway or at an intersection when accommodating various traffic volume loads. Levels of service range from A to F with LOS A representing generally free -flowing operating conditions and LOS F representing relatively high levels of delay. Copies of the level of service calculations have been provided in the Appendix. Table 2 summarizes the operational analysis at the signalized study area intersection of Shelburne Road (US 7)/Brewer Parkway/Plaza Drive. As shown, the intersection is expected to operate at LOS C during the weekday evening peak hour in both the 2018 and 2023 analysis periods. It should be noted that the results presented below reflect the operations of the US 7/Brewer Parkway/Plaza Driveway intersection in isolation. The intersection is actually part of a larger coordinated signal system along Shelburne Road which experiences peak period delay resulting largely from sub -optimal signal timing allocations and mis-aligned signal coordination at up- and down -stream signals. VTrans typically revisits corridor signal timing and coordination on a three-year cycle and we anticipate that current coordination issues will be addressed during the next round of VTrans signal adjustments. 2 Continuous Traffic Counter Report (The Redbook) Based on 2015 Traffic Data VTrans Highway Division, September 2016. 3 Highway Capacity Manual, Federal Highway Administration, Transportation Research Board, 2000. 40 IDX Drive Building 100, Suite 200 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact South Burlington, VT 05403-7771 Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx P 802.497.6100 t Not to Scale 0 oclnol `► _ QUEEN i CITY PRK RD. 0 m t r- CO I C: c 0 cn cn 0 ; 3 5� w w z M (n fi cD L-0 0-j _' L116 00000I 0 �0 `►-4 174 ') i(.I. �-0 53--,� 210--t h f 205� 0-0. I I 132--� u,00 N PKWY. �Vhb Figure 3 Burlington Plaza Permitted Trips PM Peak Hour 1 t Not to Scale t0 vI0l 4 0 I `+ �-0 N QUEEN CITY PRK RD. 304 m 1 CO 0 -,j0 c N 363 con cO Z j m X 0 fi CD _to rn 0 .r 4) 4 L156 4-234 (A w4� w � I�w t-22 t-2 r9 220--� 246--� 227 2— o 255--� Cn oo N 0 REWER PKWY hb Figure 4 2018 PM DHV + Permitted Trips t Not to Scale �0 CVO II I `► 0 n QUEEN CITY PRK RD. 320 * CO CO I (n 0—, NCOO X 326--� 00 z N m V v V') fi CD _ k-23 �N V rn 4 GWCnN V LO cn 4 —2 158 4-237 ) I �, r9 228--� 248- h f r I 228- -► 2---w I 261--� cn;o w Cn rn Cn REWER PKWY '44 hb Figure 5 2023 PM DHV + Permitted Trips Ref: 57846.00 February 27, 2017 Page 6 TABLE 2 SIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY Location US 7 / Brewer Parkway / Plaza Drive Location US 7 / Brewer Parkway / Plaza Drive 2018 DHV + Permitted Trips Peak Hour v c* Delay** LOS*** Weekday PM 0.97 31 C 2023 DHV + Permitted Trips v c Delay LOS Weekday PM 1.00 33 C * Volume to capacity ratio. ** Delay expressed in seconds per vehicle. *** Level of service. vhb Memorandum Table 3 summarizes the operational analysis at the unsignalized Queen City Park Road/Queen City Parkway intersection during the 2018 and 2023 time periods. TABLE 3 UNSIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY Location / Movement Queen City Park Rd / Plaza Drive EB left/thru/right from QC Park Rd NB left/thru/right from Plaza Drive SB left/thru/right from QC Pkwy Location / Movement Queen City Park Rd / Plaza Drive EB left/thru/right from QC Park Rd NB left/thru/right from Plaza Drive SB left/thru/right from QC Pkwy * Volume to capacity ratio. * Delay in seconds per vehicle. + Level of service. 2018 DHV + Permitted Trips Peak Hour v c* Delay^ LOS+ Weekday PM 0.95 45 E 0.48 15 C 0.33 12 B 2023 DHV + Permitted Trips Peak Hour v c* Delay^ LOS+ Weekday PM 0.96 49 E 0.51 16 C 0.43 14 B \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\dots\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 Ref: 57846.00 February 27, 2017 Page 7 CONCLUSIONS Hof$ I vhb Memorandum The Burlington Plaza property consists of an approximately 12 acre, two lot planned unit development. Lot 1 contains an approximately 107,650 square foot currently vacant retail building which formerly housed a K-Mart department store, Martin's Supermarket, movie theater and other retail businesses. Lot 2 contains an approximately 2,120 square foot Merchant's Bank. Hannaford Brothers Company is proposing to adaptively reuse and renovate the existing building on Lot 1 for use as a Hannaford supermarket and pharmacy and other uses typical in a shopping center yet to be determined. The proposed development program consists of a 67,389 square foot Hannaford Supermarket and Pharmacy and 40,261 square feet of general retail in the shopping center. The project is estimated to generate 780 external trips (390 entering and 390 exiting) during the weekday evening peak hour which falls below the plaza's previously established trip generation budget of 1,052 weekday evening peak periods hour trips. It is possible that future uses on the property may bring total evening peak hour trips up to the grandfathered level of 1,052 trips, but this level is not proposed to be exceeded at this time. Given that the proposed adaptive reuse and rehabilitation is estimated to generate approximately 35% fewer trips than the previously permitted weekday peak hour trip generation for the plaza, it is reasonable to conclude that the study intersections would experience lower levels of delay and improved Levels of Service under the proposed development scenario than what was presented in this report, which incorporated the full 1,052 trips. In addition, the project includes several important site enhancements which will improve overall traffic safety and circulation such as new curbing, landscaped buffers and turn lanes to better define the internal roadway system, new sidewalks extending from the building storefronts to Shelburne Road (and the adjacent CCTA transit stop) and Queen City Park Road, and enhanced site lighting. In conclusion, because no increase in trips is proposed beyond the grandfathered 1,052 trips for the property, the proposed adaptive reuse and rehabilitation of Burlington Plaza will have no material adverse impact on levels of traffic delay or traffic operations. Further, the site improvements proposed for the plaza, including a better defined perimeter drive and internal intersections, will enhance overall safety, and the proposed sidewalk improvements will enhance pedestrian safety and increase accessibility to public transit. 40 IDX Drive Building 100, Suite 200 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact South Burlington, VT 05403-7771 Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx P 802.497.6100 Technical Appendix Traffic ➢ Traffic Volume Data & Adjustments ➢ Grandfathered Trip Generation Files ➢ Trip Generation Calculations ➢ Intersection Capacity Analyses 4--" zz'�-;vhb Traffic Volume Data Burlington, Vermont Rte 7/Brewer Pkwy Tuesday, April 12, 2016 Location: 44.4429177865868, - 73.2096987962723 TR!-ST TE TRAFFIC DATA www.TSTData.com 184 Baker Rd Coatesville, Pennsylvania, United States 19320 610-466-1469 Serving Transportation Professionals Since 1995 Turning Movement Data Count Name: Rte 7 @ Brewer Pkwy Site Code: Location 6 Start Date: 04/12/2016 Page No: 1 US 7 Brewer Pkwy US 7 Kmart Entrance Southbound Westbound Northbound Eastbound Start Time Righ Righ U- Ped App. Righ Righ U- Pad App. Righ Righ U- Pad App. Righ Righ U- Pad App. Int. t ton Thru Left Turn s Tota t ton Thru Left Turn s Tot t ton Thru Left Turn s Tote t ton Thru Left Turn Tota Tote Red I Red I Red I Red s 1 1 4:00 PM 13 3 316 9 0 0 341 5 3 0 1 0 2 9 2 0 407 7 0 1 416 11 10 1 5 0 1 27 793 4:15 PM 11 2 339 5 0 0 357 3 2 0 1 0 1 6 3 1 389 8 0 C 401 9 18 1 6 0 2 34 798 4:30 PM 13 4 349 6 0 0 372 8 0 0 2 0 0 10 1 1 366 6 0 0 374 11 11 0 6 0 1 28 784 4:45 PM 13 4 357 8 0 0 382 5 2 1 3 0 0 11 2 0 378 4 0 0 384 11 11 0 10 0 1 32 809 Hourly Total 50 13 1361 28 0 0 1452 21 7 1 7 0 3 36 8 2 1540 25 0 0 1575 42 50 2 27 0 5 121 3184 5:00 PM 9 6 343 7 0 0 365 3 0 1 1 0 2 5 2 0 401 3 0 0 406 16 16 0 9 0 1 41 817 5:15 PM 13 2 382 7 0 0 404 2 2 0 3 0 5 7 6 0 453 6 0 0 48516 13 2 6 0 1 37 913 5:30 PM 7 2 346 2 0 0 357 0 3 1 1 0 1 5 2 0 348 5 0 0 355 9 16 1 4 0 2 30 747 5:45 PM 7 0 324 3 0 0 334 1 3 2 1 0 0 7 1 0 308 4 0 0 313 22 8 1 6 0 0 37 691 Hourly Total 36 10 1395 19 0 0 1460 6 8 4 8 0 8 24 11 0 1610 18 0 0 1539 83 53 4 25 0 4 145 3168 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 Grand Total 86 23 2756 47 0 0 2912 27 15 5 13 0 11 60 19 2 3051 43 0 0 3115 105 103 6 52 0 9 266 6353 Approach 3.0 0.8 94.6 1.6 0.0 - . 45.0 25.0 8.3 21.7 0.0 - - 0.6 0.1 97.9 1.4 0.0 - - 39.5 38.7 2.3 19.5 0.0 - - - Total % 1.4 0.4 43.4 0.7 0.0 45.8 0.4 0.2 0.1 0.2 0.0 0.9 0.3 0.0 48.0 0.7 0.0 49.0 1.7 1.6 0.1 0.8 0.0 - 4.2 Lights 86 23 2680 46 0 2835 26 14 5 13 0 58 19 2 2967 43 0 3031 105 102 6 52 0 265 6189 %Lights 100. 0 100.0 97.2 97.9 - - 97.4 96.3 93.3 100.0 100.0 - - 96.7 100.0 100.0 97.2 100.0 - - 97.3 100.0 99.0 100.0 100.0 - - 99.8 97.4 Other Vehicles 0 0 76 1 0 - 77 1 1 0 0 0 - 2 0 0 84 0 0 - 84 0 1 0 0 0 - 1 164 % Other Vehicles 0.0 0.0 2.8 2.1 - - 2.6 3.7 6.7 0.0 0.0 - - 3.3 0.0 0.0 2.8 0.0 - - 2.7 0.0 1.0 0.0 0.0 - - 0.4 2.6 Bicycles on - - - - - 0 - - - - - 3 - - - - - 0 - - - 2 - - Crosswalk % Bicycles on _ _ _ _ _ _ _ _ _ _ 27 3 _ _ _ _ _ _ _ _ _ _ _ 22.2 Crosswalk Pedestrian - - - - 0 - _ _ _ - 8 s Pedestrian - - - - - - - - - - 72.7 - - - - - - - - - _ _ 77.8 - - s Burlington, Vermont Rte 7/Brewer Pkwy Tuesday, April 12, 2016 Location: 44.4429177865868, - 73.2096987962723 TRr-STATE TRAFFIC DATA www.TSTData.com 184 Baker Rd Coatesville, Pennsylvania, United States 19320 610-466-1469 Serving Transportation Professionals Since 1995 Count Name: Rte 7 @ Brewer Pkwy Site Code: Location 6 Start Date: 04/12/2016 Page No: 2 US 7 ISBI Out In Total 3059 2835 5894 86 77 163 0 0 0 0 0 0 3145 2912 6057 N 1 4 Is m O N N O O yr J S N O O O N A O O y R to F V V ryF p� U m c o o n ut o 0 o e H 04/122016 4:00 PM Endingg At 1 w c y Q 04/12/2016 8:15 PM Lights Other Vehicles r C e o 0 0 0 o o a Biuydes on Crosswalk y7 Pedestrians rl h t r► 2900 3031 5931 77 84 161 0 0 0 0 0 0 115 6092 2977 �In Out Total 1 7 NBI 109 2680 46 0 0 0 76 1 0 0 0 0 0 0 0 0 0 0 0 0 109 2756 47 0 0 R T L U P U L T R P 0 43 2967 21 0 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 0 43 3051 21 0 Turning Movement Data Plot TRI-ST TE TRAFFIC DATA www.TSTData.com Burlington, Vermont 184 Baker Rd Count Name: Rte 7 @ Brewer Rte 7/Brewer Pkwy Pkwy Tuesday, April 12, 2016 Coatesville, Pennsylvania, United States 19320 Site Code: Location 6 Location: 44.4429177865868, - 610-466-1469 Start Date: 04/12/2016 73.2096987962723 Serving Transportation Professionals Since 1995 Page No: 3 Turnina Movement Peak Hour Data (4 30 PM) US 7 Brewer Pkwy US 7 Kmart Entrance Southbound Westbound Northbound Eastbound Start Time Righ Righ U- Ped App. Righ Righ U- Pad App. Righ Righ U- Pad App. Righ Righ U- Pad App. Int. t ton Thru Left Turn s Tote t ton Thru Left Turn s Total t ton Thru Left Tum Tote s t ton Thru Left Turn s Tote Tote Red I Red I Red I Red 1 1 4:30 PM 13 4 349 6 0 0 372 8 0 0 2 0 0 10 1 1 366 6 0 0 374 11 11 0 6 0 1 28 784 4:45 PM 13 4 357 8 0 0 382 5 2 1 3 0 0 11 2 0 378 4 0 0 384 11 11 0 10 0 1 32 809 5:00 PM 9 6 343 7 0 0 365 3 0 1 1 0 2 5 2 0 401 3 0 0 406 16 16 0 9 0 1 41 817 5:15 PM 13 2 382 7 0 0 404 2 2 0 3 0 5 7 6 0 453 6 0 0 465 16 13 2 6 0 1 37 913 Total 48 16 1431 28 0 0 1523 18 4 2 9 0 7 33 11 1 1598 19 0 0 1829 54 51 2 31 0 4 138 3323 Approach 3.2 1.1 94.0 1.8 0.0 - - 64.5 12.1 6.1 27.3 0.0 - - 0.7 0.1 98.1 1.2 0.0 - - 39.1 37.0 1.4 22.5 0.0 Total % 1.4 0.5 43.1 0.8 0.0 45.8 0.5 0.1 0.1 0.3 0.0 1.0 0.3 0.0 48.1 0.6 0.0 49.0 1.6 1.5 0.1 0.9 0.0 4.2 PHF 0'32 0.667 0.937 0.875 0.000 - 0.942 0.563 0.500 0.500 0.750 0.000 - 0.750 0.458 0.250 0,882 0.792 0.000 - 0.876 0.844 0.797 0.250 0.775 0.000 - 0.841 0.910 Lights 48 16 1399 28 0 1491 18 4 2 9 0 33 11 1 1565 19 0 1596 54 50 2 31 0 137 3257 % Lights 1000. 100.0 97.8 100.0 - - 97.9 10o.o 100.0 100.0 100.0 - - 100.0 100.0 100.0 97.9 100.0 - - 98.0 100.0 98.0 100,0 100.0 - - 99.3 98.0 Other Vehicles 0 0 32 0 0 - 32 0 0 0 0 0 - 0 0 0 33 0 0 33 0 1 0 0 0 - 1 66 % Other Vehicles 0.0 0.0 2.2 0.0 - - 2.1 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 2.1 0.0 - - 2.0 0.0 2.0 0.0 0.0 - - 0.7 2.0 Bicycles on - - - 0 - - - - - 2 - - - 0 - - - - - 0 - - Crosswalk % Bicycles on - - - - - - - - - 286 - - - - - - - - - - 0.0 - - Crosswalk Pedestrian s _ _ _ _ _ 0, _ _ _ _ - - 5 - - - - - - 0 Pedestrian s - - - - - - - - - - - - 71.4 - - - - - - - - - - - - - - 10 Burlington, Vermont Rte 7/Brewer Pkwy Tuesday, April 12, 2016 Location: 44.4429177865868, - 73.2096987962723 TRI-ST TE TRAFFIC DATA www.TSTData.00m 184 Baker Rd Coatesville, Pennsylvania, United States 19320 610-466-1469 Serving Transportation Professionals Since 1995 Count Name: Rte 7 @ Brewer Pkwy Site Code: Location 6 Start Date: 04112/2016 Page No: 4 US 7 JSB Out In Total 1618 1491 3109 33 32 65 0 0 0 0 0 0 1651 1523 3174 N 1 4 Peak Hour Data m O O O m c N o 0 o a H 04/12t=6 4:30 PM Ending r o w o o w` c am o 0 0 b o 0 o rc Z 01 04/122016 5:30 PM hts Oh er Vehicles r C o 0 0 o 7 N o 0 o N m — Bicycles on Crosswalk Pedestrians rl h t r► 1512 1596 3108 33 33 66 0 0 0 0 0 0 1545 1629 3174 Out In Total US B 64 1399 28 0 0 0 32 0 0 0 0 0 0 0 0 0 0 o a o 64 1431 28 0 0 R T L U P U L T P 0 19 1585 0 0033 0 0 0 0 DR 0 0 0 0 0 0 19 1588 0 Turning Movement Peak Hour Data Plot (4:30 PM) Burlington, Vermont Q.City Pkwy/Q.City Rd Tuesday, April 12, 2016 Location: 44.4450131926876, - 73.2113403081894 TRI-ST TE TRAFFIC DATA www.TSTData.com 184 Baker Rd Coatesville, Pennsylvania, United States 19320 610-466-1469 Serving Transportation Professionals Since 1995 Turnina Movement Data Count Name: Queens City Pkwy FQueen City Park Rd Ite Code: Location 9 Start Date: 04112/2016 Page No: 1 Start Time Right Thru Queen City Pkwy Southbound U- App. Left Turn Peds Total Queen City Park Rd Westbound U- App. Right Thru Left Turn Peds Total Right Thru Queen City Pkwy Northbound U- App. Left Turn Peds Total Queen City Park Rd Eastbound U- App, Right Thru Leh Turn Peds Total Int. Total 4:00 PM 28 4 0 0 0 32 0 0 0 0 0 0 0 6 34 0 0 40 42 0 40 0 0 82 154 4:15 PM 10 0 2 0 0 12 0 0 1 0 0 1 0 4 17 0 0 21 57 0 44 0 0 101 135 4:30 PM 22 0 1 0 0 23 0 1 0 0 0 1 0 2 31 0 0 33 49 2 49 0 0 100 157 4:45 PM 19 0 0 0 0 19 0 0 0 0 0 0 1 3 29 0 0 33 63 0 73 0 0 136 188 Hourly Total 79 4 3 0 0 86 0 1 1 0 0 2 1 15 111 0 0 127 211 2 205 0 0 419 634 5:00 PM 15 5 2 0 G 22 0 0 0 0 0 0 8 30 0 0 36 66 0 74 0 0 140 198 5:15 PM 21 3 0 0 0 24 0 0 0 0 0 0 11 38 0 0 49 70 0 60 0 0 130 203 5:30 PM 11 0 0 0 0 11 0 2 0 0 2 0 2 24 0 0 26 66 0 53 0 0 119 158 5:45 PM 15 1 1 0 0 17 0 0 1 0 0 1 0 3 26 0 0 29 43 2 59 0 0 104 151 Hourly Total 62 9 3 0 0 74 0 2 1 0 0 3 0 22 118 0 0 140 245 2 246 0 0 493 710 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 141 13 6 0 0 160 0 3 2 0 0 5 1 37 229 0 0 267 456 4 452 0 0 912 1344 Approach % 88.1 8.1 3.8 0.0 - 0.0 60.0 40.0 0.0 0.4 13.9 85.8 0.0 50.0 0.4 49.8 0.0 Total % 10.5 1.0 0A 0.0 - 11.9 0.0 0.2 0.1 0.0 0.4 0.1 2.8 17.0 0.0 19.9 33.9 0.3 33.6 0.0 67.9 Lights 132 13 6 0 151 0 3 2 0 5 1 36 226 0 263 453 4 445 0 902 1321 % Lights 93.6 100.0 100.0 - 94.4 100.0 100.0 100.0 100.0 97.3 98.7 98.5 99.3 100.0 98.5 98.9 98.3 Other Vehicles 9 0 0 0 - 9 0 0 0 0 - 0 0 1 3 0 - 4 3 0 7 0 - 10 23 % Other Vehicles 6.4 0.0 0.0 - - 5.6 - 0.0 0.0 - - 0.0 0.0 2.7 1.3 - - 1.5 0.7 0.0 1.5 - - 1.1 1.7 Bicycles on Crosswalk - - 0 - - - - - 0 - - - - _ 0 - - - - - 0 - % Bicycles on- Crosswalk - - - - - - - - - - - - - - - - - - - - - Pedestrians 0 0 0 0 Pedestrians Burlington, Vermont Q.City Pkwy/Q.City Rd Tuesday, April 12, 2016 Location: 44.4450131926876, - 73.2113403081894 TRI-ST TE TRAFFIC DATA www.TSTData.com 184 Baker Rd Coatesville, Pennsylvania, United States 19320 610-466-1469 Serving Transportation Professionals Since 1995 Count Name: Queens City Pkwy FQueen City Park Rd Ite Code: Location 9 Start Date: 04/12/2016 Page No: 2 Queen City Pkwy SB Out In Total 481 151 632 8 9 17 0 0 0 0 0 0 489 160 649 132 13 ffLiu Lr W r N N O a F m N N a_ 0 0 o p o 0 0 o a H —♦ 04/122016 4:00 PM Ending At r w o 0 o nr z m o 0 o u' 5 v L U 041122016 6:15 PM p ` w '" N o o O O " in n o o Z Lights Other Vehicles �— " C e o o 77 g o 0 o m Bicycles on Crosswalk Pedestrians 0 o a v o 0 0 0 � h t r► 468 263 731 3 4 7 0 0 0 0 0 0 471 267 738 Out In Total Queen C P NB] 0 9 0 0 0 0 0 0 0 0 141 13 0 R T P U L T R P 0 226 36 1 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 229 17 1 0 Turning Movement Data Plot )I TRI-ST TE TRAFFIC DATA www.TSTData.com Burlington, Vermont 184 Baker Rd Q.City Pkwy/Q.City Rd Tuesday, April 12, 2016 Coatesville, Pennsylvania, United States 19320 Location: 44.4450131926876, - 610-466-1469 73.2113403081894 Serving Transportation Professionals Since 1995 Turning Movement Peak Hour Data (4-.45 PM) Count Name: Queens City Pkwy FQueen City Park Rd ite Code: Location 9 Start Date: 04/12/2016 Page No: 3 Start Time Right Thru Queen City Pkwy Southbound U- App. Left Turn Peds Total Queen City Park Rd Westbound U- App. Right Thru Lek Turn Peds Total Queen City Pkwy Northbound U- A Right Thru Left Turn Peds To Queen City Park Rd Eastbound U- A Right Thru Lek Turn Peds Total Int. Total 4:45 PM 19 0 0 0 0 19 0 0 0 0 0 0 1 3 29 0 0 33 63 0 73 0 0 136 188 5:00 PM 15 5 2 0 0 22 0 0 0 0 0 0 0 6 30 0 0 36 66 0 74 0 0 140 198 5:15 PM 21 3 0 0 0 24 0 0 0 0 0 0 0 11 38 0 0 49 70 0 60 0 0 130 203 5:30 PM 11 0 0 0 0 11 0 2 0 0 2 0 2 24 0 0 26 66 0 53 0 0 119 158 Total 66 8 2 0 0 76 0 2 0 0 2 1 22 121 0 0 144 265 0 260 0 0 525 747 Approach % 88.8 10.5 2.6 0.0 0.0 100.0 &0 0.0 0.7 15.3 84.0 0.0 50.5 0.0 49.5 0.0 Total % 8.8 1.1 0.3 0.0 10.2 0.0 0.3 0.0 0.0 - 0.3 0.1 2.9 16.2 0.0 19.3 35.5 0.0 34.8 0.0 70.3 PHF 0.786 0.400 0.250 0.000 0.792 0.000 0.250 0.000 0.000 0.250 0.250 0.500 0.796 0.000 0.735 0.948 0.000 0.878 0.000 0.938 0.920 Lights 60 8 2 0 70 0 2 0 0 2 1 22 120 0 143 264 0 258 0 522 737 % Lights 90.9 100.0 100.0 92.1 100.0 100.0 100.0 100.0 99.2 99.3 99.8 99.2 99.4 98.7 Other Vehicles 6 0 0 0 - 6 0 0 0 0 - 0 0 0 1 0 1 1 0 2 0 - 3 10 % Other Vehicles 9.1 0.0 0.0 - 7.9 - 0.0 - - - 0.0 0.0 0.0 0.8 - - 0.7 0.4 - 0.8 - - 0.6 1.3 Bicycles on Crosswalk _ 0 - - - - - 0 - - - - - 0 - - - - - 0 - % Bicycles on- Crosswalk - - - - - - - - - - - - - - - - - - - - - - - Pedestrians 0 0 0 0 Pedestrians - - - - - - - - - - - - Burlington, Vermont Q.City Pkwy/Q.City Rd Tuesday, April 12, 2016 Location: 44.4450131926876, - 73.2113403081894 TRl-ST TE TRAFFIC DATA www,TSTData.com 184 Baker Rd Coatesville, Pennsylvania, United States 19320 610-466-1469 Serving Transportation Professionals Since 1995 Count Name: Queens City Pkwy Coil Queen City Park Rd ite Code: Location 9 Start Date: 04/12/2016 Page No: 4 Queen City Pkwy [8B] Out In Total 280 70 350 2 6 8 0 0 0 0 0 0 282 76 358 60 8 2 NU +1 1 4 � Peak Hour Data o S F K m n n 04/122016 4:45 PM End ingg At r- e o 0 o O w o 0 o N 3 m U 04/12/2016 5:45 PM z O o o m d y o o H K Z Lights Other Vehicles C e o a o p a o 0 0 N Bicycles on Crosswalk Pedestrians rl h t r► 272 143 415 1 1 2 0 0 0 0 0 0 273 144 417 Out In Total Queen City Pkwy B] 0 8 0 0 0 0 0 0 0 0 0 0 0 66 8 2 0 R T L P 00000 o�oao oa000 00000 00000 o®mao Turning Movement Peak Hour Data Plot (4:45 PM) vhb Grandfathered Trip Generation Files #S D-08-28 #S D-08-29 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING MERCHANTS BANK - 929 SHELBURNE ROAD PRELIMINARY PLAT APPLICATION #SD-08-28 FINAL PLAT APPLICATION #SD-08-29 FINDINGS OF FACT AND DECISION Merchants Bank, hereafter referred to as the applicant, is requesting preliminary and final plat plan approval for a planned unit development to amend a previously approved plan for a 100,932 sq. ft. retail building (40, 205 sq. ft. vacant), and a 985 sq. ft. bank with a drive -through facility. The amendment consists of: 1) enlarging the bank's leased parcel to 1.02 acres, 2) razing the existing bank building, and 3) constructing a new 2120 sq. ft. bank building with a drive -through facility, 929 Shelburne Road. The Development Review Board held a public hearing on Tuesday, June 17, 2008. David G. White represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT The applicant is requesting preliminary and Final plat plan approval for a planned unit development to amend a previously approved plan for a 100,932 sq. ft. retail building (40, 205 sq. ft. vacant), and a 985 sq. ft. bank with a drive -through facility. The amendment consists of: 1) enlarging the bank's leased parcel to 1.02 acres, 2) razing the existing bank building, and 3) constructing a new 2120 sq. ft. bank building with a drive -through facility, 929 Shelburne Road. 2. The proposal was heard for sketch plan review on April 1, 2008. 3. The owner of record of the subject property is Martin's Foods of South Burlington, Inc. 4. The subject property is located in the Commercial 1-Residential 15 (C1-R15) Zoning District. 5. The plans submitted consist of a 12 page set of plans, page one (1) entitled, "Merchants Bank Shelburne Road South Burlington, VT. Overall Site Plan", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated 5/16108. - 1 - Zoning District & Dimensional Requirements: Table 9. Dimensional Requirements C1 Zoning District Required j Min. Lot Size 4,000 S.F _ Max. Building Coverage 40% Max. Overall Coverage 70% Front Setback 50 ft. Side Setback 10 ft. Rear Setback 30 ft. #SD-08-28 #SD-08-29 Existing Proposed PUD New Lot 12.02 acres 19.3% — 90.4% >50 ft_ > 10 ft. >30 ft Front Yard Coverage 30% 62.3% Max. Building Heiqht 40 ft. N' zoning compliance PLANNED UNIT DEVELOPMENT STANDARDS 1.02 acres 4.8% 51.3% >50 ft. >10 ft. >30 ft. 17.9% 32 ft. Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD)_applications: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. The South Burlington Water Department reviewed this early set of plans and provided comments in a letter dated May 31, 2008. The applicant has obtained final wastewater allocation approval. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The applicant has submitted an erosion and sediment control plan. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this -2- #SD-08-28 #S D-08-29 finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Access to the property is proposed via two curb cuts from a private access drive that connects from Shelburne Road to Queen City Park Road. Access to the larger PUD is provided to Shelburne Road, Queen City Park Road, and most recently, through an access to Hannaford Drive. The access and circulation to the site will be significantly improved over the existing conditions. Access to the facility is now at a greater distance than currently exists. There is no curb cut directly from the main access to Shelburne Road, a curb cut which had presented safety concerns and queuing issues. Vehicle circulation on the site is two directional in the southern portion of the parking lot but shall only be permitted in one direction around the building. Circulation is acceptable. A walkway is proposed to connect to the existing sidewalk on Shelburne Road and is now properly demarcated on the plans. Traffic The subject property is located in Traffic Overlay District 3, per an attached memo from Juli Beth Hinds. The applicant has submitted a memo from a local engineering consulting firm which provides a background of the site and an assessment of the proposed new building. The Board invoked technical review of the proposal and the applicant's traffic engineer has been working with the City's traffic consultant towards an agreed approach. Per the attached memo from Lamoureux and Dickinson, both parties are in agreement to use the grandfathered traffic budget of the existing Burlington Plaza of 1,052 vte/hour. Both panties also agreed that the existing and proposed trip generation should be based on ITE trip generation rates using a full -occupancy assessment of the plaza's historical uses. The Board is satisfied with the traffic reviews. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. -3- Technical Memorandum Peak Hour Trip Generation Merchants Bank - 929 Shelburne Road South Burlington, Vermont March 20, 2008 Background The Merchants Bank presently operates a drive-in bank branch located at 929 Shelburne Road; located in Burlington Plaza (more commonly referred to as "K-Mart") on the west side of Shelburne Road south of 1-189. Burlington Plaza was originally developed in 1968 as a 12.02 acre planned unit development (PUD). Tenants of its primary building on the west side of the property originally included a K-Mart store (60,677 sf), a Martin's supermarket (21,121 sf) and 19,144 sf of other retail. The other retail space included a cinema complex, a drugstore, a dry cleaner and a video store. Presently, only K- Mart remains and the remaining 40,265 sf is vacant. In 1974, Merchants Bank constructed a 985 sf drive-in bank in a free-standing modular building that was originally intended to be a "temporary" facility. This building is located on a 0.39 acre lease lot on the east side of the property closer to Shelburne Road. The existing bank building has exceeded its original design life, and this Project will replace it with a new state of the art facility. The new Merchants Bank drive-in bank is proposed to be a 2,100 sf facility located just north of the existing bank, and will be located on an expanded 1.02 acre lease lot. The remaining Burlington Plaza site layout will remain unchanged. Burlington Plaza originally had two accesses, one directly onto Shelburne Road at a signalized major intersection, and the other onto Queen City Park Road at an unsignalized intersection. Also just opened (January 2008) is a new connection with Hannaford Drive and Fayette Road; providing a new alternative access route for trips traveling to and from the south. All three accesses are also used by Merchants Bank customers. Traffic Overlay District The City of South Burlington's Land Development Regulations includes a Traffic Overlay District (TOD); in which the Shelburne Road / K-Mart intersection would be classified as Zone 3. The weekday pm peak hour trip generation in Zone 3 is limited to 45 vte/hr/40,000 sf of lot area. Applying that results in the peak hour trips shown in Table 1. We understand that this cap would normally be applied to only those trips entering and exiting via the Shelburne Road access/intersection. Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum March 20, 2008 Page 2 Table 1 - TOD Peak Hour Trip Budget Lot Size (ac) Peak Hour Trips (vte/hr) Burlington Plaza 11.63 570 Merchants Bank 0.39 19 Totals 12.02 589 Existing Burlin ton Plaza Peak Hour Trips Ordinarily, the peak hour trip generation of a shopping center such as this could be determined from traffic counts at its entrances and exits. Previous traffic counts from when the plaza was fully occupied were researched. Historically, however, there has been a significant volume of external traffic that has used Burlington Plaza as a short-cut between Shelburne Road and Queen City Park Road. This has now been further expanded by the new connection to Hannaford and Fayette Drives to the south. This short -cutting inflates traffic counts at the Shelburne Road/K-Mart intersection and renders that data unusable for determining Burlington Plaza's historical peak hour trip generation. Previous traffic studies for nearby development(s) were also researched. The most recent major study involving this parcel was one that this office prepared for the adjacent Southland development in the early 1990's. That study separated Burlington Plaza (including the Merchants Bank) trips from the above cut -through traffic, and estimated its pm peak hour trip generation to equal 1,052 vte/hr. Consequently, we turned to ITE'to estimate the existing trips based on the plaza's historical use. Based on full occupancy of those uses which pre -date the City TOD regulations, the existing Burlington Plaza (excluding Merchants Bank) is estimated to generated 813 weekday pm peak hour trips, as shown in Table 2. When combined with Merchants' actual trips, this produces a total trip generation of 1,009 pm peak hour trips to use as the trip generation budget under the TOD regulations. Table 2 — Existing Weekday PM Peak Hour Trips Use Size (sf) Trips (vte/hr) Shopping Center (Land use 820) 79,821 540 Supermarket (Land Use 850) 21,121 273 Sub -Totals 100,942 813 Merchants Bank 985 196 Totals 101,927 1,009 Trip Generation, Institute of Transportation Engineers, 7"' Edition Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum March 20, 2008 Page 3 Existing Merchants Bank Peak Hour Trips A pm peak period trip generation count (4:00-6:00 pm) at the existing Merchants Bank was performed by this office on Friday, August 10, 2007. During that two-hour period, the bank's trip generation peaked from 4:00-5:00 pm at 196 vehicle trip ends per hour (vte/hour). The lobby closes at 5:00 pm, but the drive -up windows stay open until 5:30 on Fridays. Because of this, the bank's trip generation during the peak hour of adjacent street traffic (4:15-5:15 pm) was observed to be slightly lower at 175 vte/hour. During the 4:00-5:00 pm peak hour, 132 of the 196 trip ends (67%) entered and exited via the Shelburne Road access. Of the 98 peak hour customers, 31 utilized the drive up windows and 67 parked and walked in. For this facility, based on Section 10.02 F. (3) of the Traffic Overlay District (TOD) regulations, the 4:00-5:00 pm (196 vte/hour) represents the one -hour time period that is being regulated. Also, under Section 10.02 H. (2), the existing peak hour trip generation is the maximum allowed for the site. Thus, Merchants Bank is grandfathered at 196 vehicle trip ends. Proposed Merchants Bank Peak Hour Trigs Section 10.02 F. (2) of the Traffic Overlay District regulations requires that the peak hour trip generation of new proposed uses be estimated using ITE trip generation rates, provided that the Development Review Board "...may approve or require traffic generation estimates from other sources, including local traffic counts, ... if a use contains unique characteristics that cause it to differ from national traffic estimates'. For the proposed 2,100 sf new bank branch, applying the ITE peak hour of adjacent street traffic rate of 45.74 vte/hr/1,000 sf results in 96 vte/hr. Alternatively, applying the ITE peak hour of adjacent street traffic rate for drive up lanes of 51.1 vte/hr/lane results in 102 vte/hr existing and 153 proposed. Both of these estimates are well below the existing peak hour trip generation of 196 vte/hr. The large variance between actual (196 vte/hr) and estimated (45-102 vte/hr, existing and 96-153 vte/hr, proposed) peak hour trips of the existing Merchants Bank raises serious questions concerning the accuracy of using ITE trip generation data for drive-in banks. Indeed, this issue has been the subject of research published in the ITE Journal going back at least 15 years as traffic engineers have observed major changes in the banking industry and questioned the impacts of those changes on trip generation characteristics. This research initially focused on the impact of ATM use. More recent research has also examined growth in electronic transactions, such as direct deposit, debit cards and on-line banking. It is clear that how people bank, the frequency with which they visit a bank in person and the timing of when those visits occur has changed over the last 10-15 years. Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum March 20, 2008 Page 4 While researching available studies on drive-in bank trip generation, we also obtained a copy of a recent as -yet unpublished article; 21" Century Banking, 201h Century Data, a copy of which is enclosed as Appendix A. Normally we would not reference an unpublished article, but it also highlights current issues with ITE trip generation rates for drive-in banks. Based on the above, the next step was to better assess how local drive-in bank trip generation data compares to ITE rates, and more importantly to examine the question of what occurs when an existing smaller bank branch is replaced with a larger modern branch. For this, we identified two bank branches in Chittenden County that have been replaced in recent years. Both locations involve Chittenden Bank branches, one in South Burlington and the other in Williston, that were upgraded to more modern and larger facilities. Traffic counts were available for both old locations before the new facilities were constructed. For comparison we conducted counts of the new facilities. The first was originally located at the north end of the former Factory Outlet Mall (now Shaw's) on Shelburne Road in South Burlington. That location was replaced by a new facility located a short distance south at the corner of Shelburne Road and Hannaford Drive. Table 3 compares the old vs. new characteristics and peak hour trip generation at this location. At the time of the original counts, the status of the drive-thru lanes was in flux, with one of the original two lanes being open during the 1992 counts, and both lanes being closed during the 1993 counts. Table 3 - Shelburne Road Chittenden Bank Comparison Location/Year Gross Floor Area (sf) # Drive -In Lanes* Peak Hour Trips Original Facility 1992 1,440 1 212 1993 1,440 0 209 New Facility - 2008 3,585 4 1181 * including ATM lane at new facility, ATM was walk-up at original facility The second was originally located at the east end of the Taft Corners Shopping Center in the northeast quadrant of Taft Corners in Williston. That was similarly replaced by a new facility located a short distance north along VT Route 2A in Blair Park. Table 4 compares the old vs. new characteristics and peak hour trip generation at this location. Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum March 20, 2008 Page 5 Table 4 - Taft Corners Chittenden Bank Comparison Location/Year Gross Floor Area (sf) # Drive -In Lanes* Peak Hour Trips Original Facility - 1992 1,200 2 178 New Facility - 2008 3,585 4 200 * including ATM lane The peak hour trips shown in Tables 3 and 4 were obtained from traffic counts performed by this office on the following dates. All are Friday counts: • Shelburne Road - September 25, November 13 & December 4, 1992 (average of those three days), December 3 & 10, 1993 (average of those two days) and March 7, 2008. • Taft Corners - January 10, 1992 and March 7, 2008 The comparisons shown in Tables 3 and 4 very clearly show that ITE trip generation rates cannot be reliably used to estimate drive-in bank peak hour trip generation regardless of which independent variable (gross floor area or # drive-in lanes) is used. Indeed, the graphical plot of data points from which the ITE drive-in bank trip generation rate is derived (copy attached as Appendix B) shows a very large amount of scatter (variance) in the data, particularly in the 1,000 - 4,000 sf range. There is almost no direct correlation, between size, as measured by gross floor area, and the actual number of peak hour tripsz. Thus, statistically, any estimate of peak hour trips calculated using ITE trip generation rates for drive-in banks would have a very low level of confidence. It is notable that the trip generation of the original facilities greatly exceeded ITE rates at both of these Chittenden bank locations, regardless of the independent variable used. The Shelburne Road branch generated 147 vte/hr/1,000 sf and the Tafts Corners branch generated 148 vte/hr/1,000 sf compared to the ITE rate of 45.74 vte/hr/1,000 sf. Similarly, the Shelburne Road branch generated 212 vte/hr/drive-up lane and the Tafts Corners branch generated 89 vte/hr/drive-up lane compared to the ITE rate of 51.1 vte/hr/drive-up lane. The existing Merchants branch exhibits similar characteristics. At only 985 sf with two drive -up lanes, it generates 196 pm peak hour trips, equal to 199 vte/hr/1,000 sf or 98 vte/hr/drive-up lane. Averaging the before and after peak hour trips at the two local Chittenden Banks that have been upgraded similar to the proposed Merchants Bank indicates a decline in peak hour trips (200 vte/hr before and 191 vte/hr after). This decrease is statistically insignificant; thus we would conclude from this that there was no change in the peak hour trip generation at those two locations. The authors of the draft article in Appendix A also reached the same conclusion with respect to their data. Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum March 20, 2008 Page 6 Based on recent research showing declining peak hour trip rates at drive-in banks, combined with actual data from the two local Chittenden Bank branches where there was no material change in peak hour trips when they expanded, we conclude that the new Merchants Bank will generate the same number of peak hour trips as it currently generates. Other Traffic -Related Site Improvements The TOD regulations also provide for approval of peak hour volumes above the standards if site improvements are proposed that will improve access management, internal circulation, connections between adjacent properties and improved pedestrian and/or transit access such that there will be a net benefit for traffic flow in the immediate vicinity. The proposed site plan of the Merchants Bank will provide improved internal traffic circulation, pedestrian accessibility, safety and aesthetics. The existing bank has two curb cuts directly onto the main roadway serving the plaza. One of these is located within 20 ft± of Shelburne Road, and its turning movements will occasionally cause brief delays to vehicles as they enter from Shelburne Road. Both existing curb cuts will be closed and replaced with new curb cuts located on the west side of the bank's parcel away from the main flow of traffic entering and exiting via Shelburne Road. The new bank will also improve pedestrian access to existing sidewalks along Shelburne Road and nearby bus stops, and provide improved internal traffic circulation for parking and the drive-in lanes. A new sidewalk will also be constructed along Burlington Plaza's major access to Shelburne Road; thereby improving pedestrian circulation and safety in that area as well. Drive -In Lane C ueuing It was also requested that internal queuing at the proposed drive-in lanes be examined. The existing bank has two drive-in windows. Our office observed the existing bank's drive-in windows on Friday, February 15"', 2008 during the noon peak hour (12:00-1:00 pm). During that hour 33 vehicles utilized the two drive-in windows. That volume compared well with the peak hour trip generation count on Friday, August 10, 2007, during which 31 vehicles used the drive-in windows during the 4:00- 5:00 pm peak hour. During our observations on February 15`h, the maximum number of vehicles at the two windows combined totaled 5 vehicles (2 vehicles in one lane and 3 vehicles in the other). The layout of the proposed branch provides adequate storage for up to 9 vehicles (including those vehicles being serviced and allowing 25 ft per vehicle). It is worth noting that customers viewing a long drive-in lane queue will often park and walk into the bank instead, therefore minimizing further queuing. Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum March 20, 2008 Page 7 Our recent traffic counts at the two local Chittenden Bank facilities also support the above conclusions. At the Taft Corners location, where two of the three drive-in lanes were open, the maximum observed queue equaled 5 vehicles. At the Shelburne Road location, where all three drive-in lanes were open, the maximum observed queue equaled 3 vehicles. Conclusion In summary, the existing Merchants Bank facility located at 929 Shelburne Road is grandfathered at a higher number of peak hour trips (196) than what would ordinarily be estimated through the use of ITE trip generation rates. Using ITE rates, the proposed redevelopment of this facility with a new 2,100 sf building is estimated to generate a total of 96 peak hour trips, about half of what it currently generates. While for most uses the larger size of the new facility would ordinarily be projected to attract additional customers, recent research on the changing characteristics of drive-in banks combined with actual before and after pm peak hour trip generation data from two local banks that have upgraded and expanded, shows that this is unlikely. The trip generation of the new Merchants Bank facility is expected to be no greater than that of the current facility. This Project will result in a net benefit in traffic flow, as defined in the Traffic Overlay District regulations, through improved access management, internal traffic circulation and pedestrian access. \\\�\t111f11lJJ! , ©'fir r * c NC�. 3445 Civil '41 ,, v"� .ENS,,,• \� �� ONA1.�f Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum Peak Hour Trip Generation Burlington Plaza & Merchants Bank - 929 Shelburne Road South Burlington, Vermont May 21, 2008 This Technical Memorandum presents the methodology for determining compliance with the City's Traffic Overlay District (TOD) requirements for the existing Burlington Plaza / Merchants Bank PUD; the foundation of which was developed at a meeting with Juli Beth Hinds and Ray Belair on May 2, 2008 and in a subsequent follow-up conference phone call with Ray Belair and Georges Jacquemart on May 7, 2008. We agreed that for the purpose of the current Merchants Bank application and for future amendments to the Burlington Plaza PUD, the grandfathered weekday pm peak hour traffic budget of the existing Burlington Plaza / Merchants Bank PUD equals 1,052 vte/hour, as presented in our previous Technical Memorandum dated March 20, 2008. We also agreed that the PUD's actual existing and proposed weekday pm peak hour trip generation should be based on ITE1 trip generation rates using a full -occupancy assessment of Burlington Plaza's historical uses. Because this is a PUD having mixed uses, Georges Jacquemart recommended including an allowance for internal multi -purpose trips that circulate between the Merchants Bank and the other Burlington Plaza uses, and opined that 5-10% would be a reasonable range. Similarly, we agreed that the calculation of Merchants Bank trips should also be based on ITE trip generation rates. While a recent count (August 2007) showed the Merchants Bank generating 196 pm peak hour trip ends, we deemed it to be inappropriate to use that number in this methodology because there is no way of knowing whether the 2007 count reflects the bank's portion of the 1,052 trips in 1993. Furthermore, the 2007 count was done on a Friday, and the overall pm peak hour weekday average over S days would be considerably less than that. With regards to the ITE trip generation of the existing and new Merchants Bank, there are two independent variables related to physical characteristics that could be used; gross floor area and the number of drive-in lanes. Using gross floor area results in 45 existing/96 proposed peak hour trips. Similarly, using the number of drive-in lanes results in 102 existing/153 proposed peak hour trips. We agreed that the higher trip end estimates calculated from the number of drive-in lanes would be the best choice. Table 1 summarizes the resulting trip estimates for the Burlington Plaza / Merchants Bank PUD both for the existing condition as discussed above and for the proposed condition with the expanded Merchants Bank facility. The numbers of internal trips shown in Table 1 were calculated using the Trip Generation, Institute of Transportation Engineers, 7`" Edition Lamoureux & Dickinson Consulting Engineers, Inc. Technical Memorandum May 21, 2008 Page 2 analytical procedure developed by the ITE2 for this purpose. The attached spreadsheets detailing those calculations follow the ITE procedure using a conservative (low) 5% internal trip ratio between the three major use categories; retail, movie theatre and drive-in bank. Table 1 Burlington Plaza/Merchants Bank PUD Peak Hour Trips Use Existing Proposed Size Trips (vte/hr) Size Trips (vte/hr) Movie Theatre with Matinee 700 seats 49 700 seats 49 Shopping Center 70,221 sf 496 70,221 sf 496 Supermarket 21,121 sf 273 21,121 sf 273 Drive -In Bank 2 lanes 102 3 lanes 153 Internal Trips (see attached spreadsheets) -24 -28 Total PM Peak Hour Trips 896 943 With 943 total peak hour trips, which includes the proposed expanded Merchants Bank, the Burlington Plaza / Merchants Bank PUD remains within its 1,052 peak hour trip grandfathered traffic budget, and thus satisfies the requirements of the City's TOD regulations. a. DID pL' k NO.? 945 Z'*= -o vil ONALEaG s� Trip Generation Handbook, Institute of Transportation Engineers, 2"d Edition Lamoureux & Dickinson Consulting Engineers, Inc. Project: Merchants Bank #: 07053 Scenario: Existing PM By: R. DicKinson Date: May 19, 2008 Land Use A Retail ITE LU Code Size 91.342 ksf Total Internal I External Enter 377 I 5 372 Exit I 392 I 4 I 388 Total 769 I 9 760 % I 100% 1 % I 69 Demand I Balanced Demand I ! f-I 5% 1 1 I 1 I 5% I 20 5% i 2 2 I 5% I 19 I-► Land Use B Movie Theatre ITE LU Code Size 700 seats Total Internal I External Enter I 19 ( 2 I 17 Exit I 30 I 4 I 26 Total 49 I 6 43 % 1100% 12% 88% i� Demand Balanced Demand F 5% I 19 I 3 5% 3 5% 20 3 5% 3 14 Demand I Balanced Demand t- 5% I 1 1 I 5% 3 5% 2 I 2 5% I 3 Net External Trips for Multi -Use Development Land Use Total A I B C Enter 372 17 46 435 Fxit 388 26 47 461 Total 760 43 93 896 Single -Use Total 769 49 I 102 1 920 Internal Capture 3% Land Use C Drive-in Bank ITE LU Code Size 2 lanes Total Internal I External Enter 51 5 I 46 Exit 51 I 4 I 47 Total 102 9 I 93 % 100% 9% 91% Nroject: Merchants Bank #: 07053 Scenario: Proposed PM By: R. Dicrcinson Date: May 19, 2008 Land Use A Retail ITE LU Code Size 91.342 ksf Total Internal External Enter 377 6 371 Exit 392 5 387 Total 769 11 758 % 100% 1% ( 99% Demand Balanced Demand E- 5% 1 1 ( 5% 20 5% 2 2 5% 19 74 Land Use B Movie Theatre ITE LU Code Size 700 seats Total Internal External Enter 19 2 17 Exit 30 4 26 Total 49 6 43 100% 12% 88% Demand Balanced Demand f- 5% 1 19 4 5% 4 5% 1 20 4 5% 4 -� Demand I Balanced Demand E- 5% 1 1 5% 4 5% 2 1 2 5% 4 -i Net External Trips for Multi -Use Development Land Use Total A B T C Enter 371 ( 17 70 458 Exit 387 26 72 485 Total 758 43 142 943 Single -Use Total 769 49 153 971 Internal Capture 3% 1 Land Use C Drive-in Bank ITE LU Code Size 3 lanes Total Internal I External Enter ( 76 6 70 Exit 77 5 72 Total 153 11 142 100% 7% 93% �vhb Trip Generation Calculations ITE TRIP GENERATION WORKSHEET (9th Edition, Updated 2012) LANDUSE: Supermarket LANDUSE CODE: 850 Independent Variable --- Peak Hour Traffic on Adjacent Street JOB NAME: Hannaford FLOOR AREA (KSF): 67.389 ksf JOB NUMBER: 57846 5%-1-1:IITMA Directional RATES: Total Trip Ends Independent Variable Range Distribution # Studies R A 2 Average Low High Average Low High Enter Exit DAILY 4 0.52 102.24 68.65 168.88 39 20 60 50% 50% VI PEAK (ADJACENT ST) 13 NA 3.40 1.00 7.78 37 22 S7 62% 38% A PEAK (ADJACENT ST) 62 0.52 9.48 3.53 20.29 56 10 142 51% 49% TRIPS: BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 6,890 115 115 5,903 2,952 2,952 AM PEAK (ADJACENT ST) 229 142 87 NA NA NA PM PEAK (ADJACENT ST) 639 326 313 582 297 285 ITE TRIP GENERATION WORKSHEET (9th Edition, Updated 2012) LANDUSE: Shopping Center (non -Christmas) LANDUSE CODE: 820 JOB NAME: Hannaford JOB NUMBER: 57846 Independent Variable --- 1,000 Sq. Feet Gross Floor Area FLOOR AREA (KSF): 42.381 WEEKDAY RATES: Total Trip Ends Independent Variable Range #f Studies RA Average Low High Average Low High DAILY 302 0.79 42.70 12.50 270.89 331 0 1,600 AM PEAK (ADJACENT ST) 104 0.56 0.96 0.10 9.05 310 0 1,600 PM PEAK (ADJACENT ST) 426 0.81 3.71 0.68 29.27 376 0 2,500 TRIPS: BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit 1,810 905 905 3887 1943 1943 DAILY AM PEAK (ADJACENT ST) 41 25 15 92. 57 35 PM PEAK (ADJACENT ST) 157 75 82 337 162 175 Directional Distribution Enter Exit 50% 50% 62% 38% 48% 52% Etlt b Extend 253 2. E.. ban Extend Job NerveS B.Iitgron Job Nembm', 57M Antlyet NBS Deb: 514/2016 Time Pmiad: Weekday Evenitg Eut to E—W FIT, E.* ham Extend 20% 0 Denane Demand Dementl Demeb 0 0 0 0 Balanced Bdmaed Btlenca0 Btlmced 10 % 59 20% 1 57 10 DamaM Demand Demmd Demand -/ \ 11 KSF Demand Balanced Denmd 0 0 G C 0 Demand Balanced Demand Enter 129 262 0 311 Ut 140 253 0 393 Tote) 270 514 0 784 S,gI.L se T, Gen. Est 337 0fi9486 581.58-1 0 218.654135 nlemal CvV. Rate 14.1% Emehatn E—nd 0 Edl to Exlemtl t +air J�/i1b Intersection Capacity Analyses HCM Signalized Intersection Capacity Analysis 1: US 7 & Burlington Plaza/Brewer Pkwy 2/24/2017 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T r +11+ tT. tt r Traffic Volume (vph) 246 2 255 9 2 22 154 1870 12 28 1674 233 Future Volume (vph) 246 2 255 9 2 22 154 1870 12 28 1674 233 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.85 0.91 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.99 0.95 1.00 0.95 1.00 1.00 Satd Flow (prot) 1775 1583 1672 1770 3536 1770 3539 1583 Flt Permitted 0.70 1.00 0.88 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1311 1583 1486 1770 3536 1770 3539 1583 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 246 2 255 9 2 22 154 1870 12 28 1674 233 RTOR Reduction (vph) 0 0 26 0 18 0 0 0 0 0 0 63 Lane Group Flow (vph) 0 248 229 0 15 0 154 1882 0 28 1674 170 Turn Type Perm NA pm+ov Perm NA Prot NA Prot NA Perm Protected Phases 4 5 8 5 2 1 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 17.0 25.0 17.0 8.0 56.6 2.0 50.6 50.6 Effective Green, g (s) 17.0 25.0 17.0 8.0 56.6 2.0 50.6 50.6 Actuated g/C Ratio 0.18 0.27 0.18 0.09 0.60 0.02 0.54 0.54 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 238 524 269 151 2138 37 1913 855 v/s Ratio Prot 0.04 c0.09 c0.53 0.02 0.47 v/s Ratio Perm c0.19 0.11 0.01 0.11 v/c Ratio 1.04 0.44 0.06 1.02 0.88 0.76 0.88 0.20 Uniform Delay, d1 38.3 28.5 31.7 42.8 15.6 45.6 18.7 11.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay. d2 69.8 0.6 0.1 78.6 5.6 59.7 6.0 0.5 Delay (s) 108.1 29.0 31.8 121 A 21.2 105.3 24.7 11.6 Level of Service F C C F C F C B Approach Delay (s) 68.0 31.8 28.8 24.3 Approach LOS E C C C Intersection Summa HCM 2000 Control Delay 31.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 93.6 Sum of lost time (s) 18.0 Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Hannaford 2018 DHV + Permitted Trips Synchro 8 Report JDA Page 1 HCM Unsignalized Intersection Capacity Analysis 2: Burlington Plaza/Queen City Parkway & Queen City Park Road 2/24/2017 ---* - `� t 1 4/ Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 1 Sign Control Stop Stop Stop Traffic Volume (vph) 304 363 195 79 114 77 Future Volume (vph) 304 363 195 79 114 77 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 304 363 195 79 114 77 Direction, Lane # EB 1 NB 1 SIB 1 Volume Total (vph) 667 274 191 Volume Left (vph) 304 195 0 Volume Right (vph) 363 0 77 Hadj (s) -0.20 0.18 -0.21 Departure Headway (s) 5.1 6.3 6.1 Degree Utilization, x 0.95 0.48 0.33 Capacity (veh/h) 695 560 571 Control Delay (s) 45.3 15.1 12.1 Approach Delay (s) 45.3 15.1 12.1 Approach LOS E C B Intersection Summa Delay 32.4 Level of Service D Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period (min) 15 Hannaford 2018 DHV + Permitted Trips Synchro 8 Report JDA Page 1 HCM Signalized Intersection Capacity Analysis 1: US 7 & Burlington Plaza/Brewer Pkwy --,, ---t t 12/24/2017 # 41 Movement EBL EBT EBR WBL WBT WBR N6L NBT NBR SBL SBT SBR Lane Configurations *' r +T* tT tt r Traffic Volume (vph) 248 2 261 9 2 23 155 1965 13 29 1759 237 Future Volume (vph) 248 2 261 9 2 23 155 1965 13 29 1759 237 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.85 0.91 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1775 1583 1671 1770 3536 1770 3539 1583 Flt Permitted 0.70 1.00 0.82 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1309 1583 1394 1770 3536 1770 3539 1583 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 248 2 261 9 2 23 155 1965 13 29 1759 237 RTOR Reduction (vph) 0 0 26 0 19 0 0 0 0 0 0 61 Lane Group Flow (vph) 0 250 235 0 15 0 155 1978 0 29 1759 176 Turn Type Perm NA pm+ov Perm NA Prot NA Prot NA Perm Protected Phases 4 5 8 5 2 1 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 16.0 25.0 16.0 9.0 57.6 2.0 50.6 50.6 Effective Green, g (s) 16.0 25.0 16.0 9.0 57.6 2.0 50.6 50.6 Actuated g/C Ratio 0.17 0.27 0.17 0.10 0.62 0.02 0.54 0.54 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 223 524 238 170 2176 37 1913 855 v/s Ratio Prot 0.04 c0.09 c0.56 0.02 0.50 v/s Ratio Perm c0.19 0.11 0.01 0.11 v/c Ratio 1.12 0.45 0.06 0.91 0.91 0.78 0.92 0.21 Uniform Delay, dl 38.8 28.6 32.5 41.9 15.7 45.6 19.6 11.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 96.6 0.6 0.1 44.3 7.0 67.8 8.7 0.5 Delay (s) 135.4 29.2 32.6 86.2 22.7 113.4 28.3 11.7 Level of Service F C C F C F C B Approach Delay (s) 81.2 32.6 27.4 27.6 Approach LOS F C C C Intersection Summa HCM 2000 Control Delay 33.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 93.6 Sum of lost time (s) 18.0 Intersection Capacity Utilization 94.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Hannaford 2023 DHV + Permitted Trips Synchro 8 Report JDA Pagel HCM Unsignalized Intersection Capacity Analysis 2: Burlington Plaza/Queen City Parkway & Queen City Park Road 2/24/2017 --* 4\ t : 41 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 'k Sign Control Stop Stop Stop Traffic Volume (vph) 320 326 202 80 167 81 Future Volume (vph) 320 326 202 80 167 81 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 320 326 202 80 167 81 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 646 282 248 Volume Left (vph) 320 202 0 Volume Right (vph) 326 0 81 Hadj (s) -0.17 0.18 -0.16 Departure Headway (s) 5.4 6.5 6.2 Degree Utilization, x 0.96 0.51 0.43 Capacity (veh/h) 666 548 566 Control Delay (s) 49.2 16.0 13.8 Approach Delay (s) 49.2 16.0 13.8 Approach LOS E C B Intersection Summa Delay 33.8 Level of Service D Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 Hannaford 2023 DHV + Permitted Trips Synchro 8 Report JDA Page 1 FIXTURE - F MetroScape Data Sheet 20 1 /8" (51 1 mm) 17 3/4" (451 mm) E E 00 E E � N 00 M (V N MetroScape is approved by lighting facts µ= • M PT R 110 Nrd- p-, oM Conform to the UL 1598 and CSA C22.2 No. 250.0-08 standards Suitable for operation in an ambient temperature up to 40°C / 104°F - UL certified (Runs cool in almost every climate). The MetroScape meets the ANSI C1363 1-2001 table 2,American National Standard for Roadway Luminaire Vibration specifications for Bridge/overpass applications. (Tested for 3G over 100 000 cycles by an independent lab) EPA: 1.97 sq ft Weight: How to calculate the system lumen per watt ratio (LER): 31.1 Ibs (14.1 kg) First, visit our website at www.philips.com/lumec and download the IES file (photometric file) of your selected Philips Lumec product . Then, use a photometric software to get the absolute system lumens value and divide by the system wattage. (Example: 35W32LED4KES : Absolute system lumens / 42W = LER) LED Lamp Details LED = Philips Lumileds Luxeon R, CRI = 70, CCT = 4000K (+/- 350K) System (LED + driver) rated life = 100,000 hrs' TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL LED LUMINAIRE DELIVERED SYSTEM CURRENT CURRENT CURRENT CURRENT CURRENT HID EFFICACY RATING. BUG LAMP LUMENS WATTAGE! (W) @ 120V (A) @ 208V (A) @ 240V (A) @ 277V (A) (ni EQUIVALENT' (LM/W) RATING, 35W32LED41K-R-LE3 3200 35 0.29 0.17 0.16 O.IS 35u /u-iuu 91.4 B;Vu-Gl 35W32LED4K-R-LE4 3200 35 0.29 0.17 0.16 0.15 350 70 -00 91.4 B-UO - GI 35W32LED4K-R-LES 3200 35 0.29 0.17 0.16 0.15 350 70-100 91.4 82-u0-GI 55W32LED4K-R-LE2 4500 52 0.40 0.23 0.21 0.19 530 100-150 86.5 BI-UO-GI 55W32LED4K-R-LE3 4500 52 0.40 0.23 0.21 0.19 530 100-Iso 86.5 BI-UO-GI 55W32LED4K-R-LE4 4500 52 0.40 0.23 0.21 0.19 530 100-1so 86.5 BI-UO-GI 55W32LED4K-R-LE5 4500 52 :. 0.40 0.23 0.21 0.19 530 100-150 86.5 B2-UO-GI 55W48LED4K-R-LE2 5000 55 0.38 0.22 0.23 0.21 350 100-I50 90.9 BI-UO-GI 55W48LED4K-R-LE3 5000 55 0.38 0.22 0.23 0.21 350 100- Iso 90.9 BI-UO-GI SSW4BLED4K.R-LE4 5000 55 0.38 0.22 0.23 0.21 350 100-I50 90.9 BI-UO-GI 55W48LED4K-R-LE5 5000 55 0.38 0.22 0.23 0.21 350 100-150 90.9 B2-UO-GI 80W48LED4K-R-LE2 7200 79 0.63 0.36 0.34 0.31 530 150-200 91.1 B2-UO-GI 80W48LED4K-R-LE3 7200 79 0.63 0.36 0.34 0.31 530 150-200 91.1 B2-U0-GI BOW48LED4K-R-LE4 7200 79 '.. 0.63 0.36 0.34 0.31 530 150-200 91.1 B2-U0-GI 8OW48LED4K-R-LE5 7200 79 0.63 0.36 0.34 0.31 530 150-200 91.1 B3-U0-GI 70W64LED4K-R-LE2 6200 71 0.58 0.34 0.32 0.3 350 100-I50 87.3 B2-UO-GI 70W64LED4K-R-LE3 6200 71 0.58 : 0.34 0.32 0.3 350 I00-I50 87.3 B2-UO-GI 70W64LED4K-R-LE4 6200 71 0.58 0.34 0.32 0.3 350 : 100-150 87.3 B2-UO-GI 70W64LED4K-R-LE5 6200 71 : 0.58 0.34 0.32 0.3 350 I00-I50 87.3 B3-UO-GI I OW64LED4K-R-LE2 9300 103 0.8 0.46 0.42 0.38 530 200-250 90.3 82-UO-G2 I IOW64LED4K.R-LE3 9300 103 0.8 OA6 0.42 : 0.38 530 200-250 90.3 1 IIOW64LED4K-R-LE4 9300 103 0.8 0.46 0.42 0.38 530 200-250 90.3 1 I IOW64LED4K-R-LE5 9300 103 0.8 0.46 0.42 0.38 530 200-250 90.3 84-1-10-G2 90W80LED4K-R-LE2 8600 87 0.78 0.43 0.40 0.34 350 150-200 98.9 1 90WBOLED4K-R-LE3 8600 87 0.78 0.43 0.40 0.34 350 I50-200 98.9 82.UO-G2 90WBOLED4K-R-LE4 8600 87 0.78 0.43 0.40 0.34 3so 150-200 98.9 82-UO-G2 90W80 LE04K-R-LES 8600 87 0.78 0.43 0.40 0,34 350 150.200 98.9 84-UO-G2 13SW80LED4K-R-LE2 12000 129 1.15 0.61 0.58 0.5 : 530 250-320 93.0 B2-UO-G2 135W80 LED4K-R-LE3 12000 : 129 1.15 : 0.61 0.58 0.5 530 250-320 93.0 B2-UO-G2 13SW80LED4K-R-LE4 12000 129 1.15 0.61 0.58 0.5 530 250-320 93.0 B2-UO-G2 135W80LED4K-R-LES 12000 129 1,15 0,61 0.58 0.5 530 250-320 93.0 B4-UO-G2 L70 = 100,000 hrs (at ambient temperature = 25'C and forward current = 700 mA) ' System wattage includes the lamp and the LED driver. ' Equivalence should always be confirmed by a photometric layout Note : Due to rapid and continuous advances in LED technology, LED luminaire data is subject to change without notice and at the discretion of Philips Optical System Composed of high performance acrylic refractors lenses LE2: Asymetrical wow to achieve desired distribution, optimized to get maximum LE3: Asymetrical �w�i spacing, target lumen and a perfect lighting uniformity. LE4: v Asymetrical Performance shall be tested per LM63 and LM79 and TM 15 :LE5: Symmetrical LEDGINE (IESNA) certifying its photometric performance. (square) "- Photometry available on Philips Lumec web site wwwphdips.com/lumec. Voltages 120 / 208 / 240 / 277 / 347' / 480' PHILIPS MetroScape L V M E C Luminaire Options PH8 RC Photoelectric cell Receptacle for Complete with a decorative cap photoelectric cell Allows a 90' rotation Finials � 0 4 g A � � i FIN FN2 FN3 FN4 FN8 FN9 FNIO FNII Luminaire Accessory sPC* Starsense Photo -cell Control TN3 Fitter to fit over a 3" (76 mm) O.D. by 4" (102 mm) long tenon FNC Copper -color painted finial Advanced Luminaire Solutions TN3.5 Fitter to fit over a 3 1/2" (89 mm) O.D. by 4" (102 mm) long tenon MetroScape allows you many options in order to get different intelligent functionalities. DM G - Driver is compatible with dimmer from 0 to 10 volts, C D M G Dynadimmer standard dimming functionalities including pre-programmed scenarios to suit many applications and needs from safety to maximum energy savings. C D M G P > Dynadimmer custom dimming scenario allowing the user to program up to 5 time periods and multiple dimming levels from 100% to 10% of total wattage. OV R Dynadimmer override function offering the possibility to go back to full power at any time via an electrical signal of 120VAC to 277VAC from a motion sensor, a switch, a relay or else. C LO 4 Pre-set driver to manage the lumen depreciation by adjusting the power given to the LEDs offering the same lighting intensity during the entire lifespan of the lamp. AST 4 Pre-set driver for progressive start-up of the lamp to optimize energy management and enhance user visual comfort at start-up. OT L Pre-set driver to signal end of life of the lamp for better fixture management. DALI Pre-set driver compatible with the DALI control system. Advanced System Solutions Different options are available according to your needs. Please contact us for more information. Advanced City Solutions AMPLIGHT Amplight is the intelligent monitoring and control, automated management system that delivers up to 35% streetlight energy savings and makes it easy to monitor and manage the entire system, in real time. Please contact us for more information. Other options are also available according to your needs. Please contact us for more information. PH I LI PS 2 MetroScape L V M E C Poles Consult the Philips Lumec Pule Guide for detyis and the complete line of poles. APR4-LBC3 RA61 R80-TBCI RTA40 Ordering example MPTR 42W32LED4KES LE3 Assembly examples m MPTR-FN 10 CRF-2 RTA800-PS 3 MetroScape Finish GR Gray Sancltex BKTX Textured Black GY3TX Textured Medium Grey BRTX Textured Bronze BG2TX Textured Sandstone BE2TX Textured Midnight Blue BE6TX Textured Ocean Blue BE8TX Textured Royal Blue GNTX Textured Green GN4TX Textured Blue Green GN6TX Textured Forest Green GN8TX Textured Dark Forest Green RD2TX Textured Burgundy RD4TX Textured Scarlet TS Hammertone Silver TG Hammer -tone Gold NP Natural Aluminum 120 DMG PH8 APR4-LBC4-16 BKTX MPTR-PH8 MPTR MPTR-PH8 MPTR-PH8-FN I I MPTR RA41 RA61 CRA-IA RTA906-BA CRA-2 RA804-SAI RTA926 PHILIPS LUMEC FIXTURE - A-B-C-D (30 GARDCO H Project: Location. Cat No Type: City: Notes: Philips Gardco EcoForm LED luminaire combines economy with performance. Capable of delivering up to 20,000 lumens or more in a compact, low profile housing, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes inmost existing poles. Integral control systems, including motion response and wireless controls are available for further energy savings during off peak hours. Ordering guide example: ECF-APD-MRO-1-4-75LA-NW-120-NP-LF ----- -------- Optical Prefix Controls Mounting System Wattage Color Temp Voltage Finish Options ECF - El0- El�- 0- ECF I — 1 2 530mA CW 120 BRP TL Tool -Less entry and EcoF Standard luminaire (leave blank) DIM Standard 2 Type 2 3 Cool White 5,700K 120V 208 Bronze Paint BLP driver removal hardware TB' Terminal Block 55LA-32531 75LA-4853 0-10V Dimming 2�a180 Type 3 100LA-6453 70CRI 208V Black Paint APD' (nominal) e IS Internal Shield WP Auto Profile Dimming 2@90 4 70OmA 240 LFI Line Fusing 70LA-3270240V APD-MRO2 2@90 Type White Paint LFC Line Fusing for Canada Auto Profile Dimming and 3 5 105LA-4870277 L4,OOOK NP Motion Response Override 3@90 T e 5 135LA-6470277V Natural Paint PC"' Receptacle with Photocell pole mounted motion sensor 3@120 347 OC (Includes PCR5) tO5OmA (nominal) APD-MRI11 3C�120 WWI 347V Optional Color PCBd1e Photocell Button 105LA-321A1 APD with Motion Response Override luminaire sensor 4 160LA-481A Warm While 480 Specify optional PCR51911 Photocell Receptacle only MRI 2 3 4Ca 90 215LA-641A 3,000 K 480V color or RAL with 2 dimming connections Motion Response at WS 70CRI UNV (ex. OC-LGP PCR74,11.11 Photocell Receptacle only 50%low luminaire sensor Wall mount (nominal) 120-277V or OC-RAL7024) with 2 dimming and 2 MR502 including surface 50hz/60hz SC auxiliary connections Motion Response at 50%low, conduit rear HVU Special color RAM Retrofit Arm Mount kit pole mounted sensor entry permitted 347-480V Specify, must supply color chip. PTF212 Pole Top Fitter Wireless Controls (Remote MA 50hz/60hz Requires factory for 23/8"-3" Tenon wireless controller available. Mast Arm Fitter quote. PTF311 Pole Top Fitter See p.2 for details) (requires 2-3/8" for 3"-31/2" Tenon LLC2' ° #2 lens for 8' O D Mast Arm) mounting heights PTF412 Pole Top Fitter LLC31° #3 lens for 9-20' for 3'/2"- 4" Tenon mounting heights RPA13 Round Pole Adapter LLC4' ° #4lens for for 3"-3.9" O D. 21-40' mounting heights BD Bird Deterrent (field installed only) 1. Available in 120V-277V Voltages only 5. Contact factory for lead times on warm white. (UNV, 120, 208, 240 & 277). 6. Not configurable with Type 5 (5) Optics. 2. MR50 and APD-MRO luminaires require one motion 7 Not configurable with 120-277V (UNV) Voltage. sensor per pole, ordered separately. See page 2 for Voltage must be specified. Accessories Available in 120V or 277V only 8 Not configurable with 480V (480) Voltage. 3 ECF-MRI requires outboarded sensor when used with 9 Works with 3-pin or 5-pin NEMA photocell/ Terminal Block (TB) Option. dimming device. 4. LLC2/LLC3/LLC4 Wireless Controls are not 10. If ordered with DIM, APD, MRI, MR50, APD-MRI, configurable with PC/PCB/PCR5/PCR70ptions. APD-MRO, dimming will not be connected to NEMA See page 6-7 for more info. receptacle. EcoForm-ECF-LED 03/16 pagelof8 11. Works with 3-pin or 5-pin NEMA photocell/dimming device and auxiliary connections are not connected (for future use only). 12, Not configurable with 3@120 (3@120) Mounting. 13, No adaptor required for 4" round poles. RPAs provided with Black Paint standard. i' ECF EcoForm LED luminaire EcoForm Accessories (order separately) FS1 R-100 MR hand held programmer For use with 'MRI' motion response when field programming is required If desired, only one is needed per job MS-A-120V MS-A-277V 120V Input Area Motion Sensor 277V Input Area Motion Sensor For MR50 (Motion Response) For MR50 (Motion Response) or APD-MRO (Automatic Profile or APD-MRO (Automatic Profile Dimming with Motion Response Dimming with Motion Response Override) Override) Note: Motion Sensors are ordered separately, with one (1) motion sensor required per pole location for MR50 or APD-MRO luminaires See Luminave Configuration Information on page 5 for more details Area motion sensor color is Arctic White MRI and APD-MRI luminaires include an integral motion sensor. EcoForm Drill Template (standard arm mount) 0 0.41' 1.04 crr 0 0.875" 2.22 cm I 2.501' 6.315 cm 1.00" I 2.54 cm 20" --�- 5.088cm EcoForm Wireless Controls Accessories (for wall or pole mount)1,2.3.4 LLCR2-(F) LLCR3-(F) LLCR4-(F) Standalone wall or pole wireless controller Standalone watt or pole wireless controller Standalone wall or pole wireless controller with #2 Lens. with #3 Lens. with #4 Lens. 1. When using the wireless remote accessory option (LLCR-F) in a pole mount application, specify pole option (CL=Coupling Internal Thread. 3/4" size) 2 120-277V only 3 Must specify finish (F=Specify matching finish) 4 Lummaire configuration must include O-IOV Dimming'ECF-DIM' option when Wireless Controls Accessories are specified LED Wattage and Lumen Values (standard EcoForm Itiminaire) Type 2 Type 3 Type 4 Type 5 No. of LED Ordering Code Modules (16LEDsper Total LEDs LED .Current (MA) Average System Watts' Color Temp. Delivered Lumens" Efficacy (LPW) BUG Rating Delivered Lumens' Efficacy: (LPW) BUG Rating Delivered Lumens` Efficacy (LPW) BUG Rating Delivered Lumens' Efficacy (LPW) BUG Rating Module) 55LA-3253 2 32 530 52 '4000K 6.294 122 BI-UO-GI 6.190 120 B2-U0-G2 6,106 118 BI-UO-G2 5, 867 114 B3-UO-G2 7.659 Ill B2 UO-G2 70LA-3270 2 32 700 69 4000K 7.754 112 B2 UO G2 7.955 115 B2-UO G2 7,421 107 83-UO-G2 75LA-4853 3 48 530 1 77 i4000K 9,344 121 B2-U0-G2 9,191 119 132-UO-G2 9,086 117 B2-UO-G2 8.712 113 B3-UO-G2 10,576 99 B2-UO-G2 105LA-321A 2 32 1050 107 4000K 10.709 100 B2-U0-G2 10,981 103 B3-UO-G2 10,255 96 134-U0-G2 11,373 110 B2-U0-G2 IOSLA-4870 3 48 700t 104 4000K 11,513 82-UO-G2 11,812 ! 114 B3-UO-G2 11,019 106 84-UO-G2 IOOLA-6453 4 64 530 103 4000K 12,491 121 132 U0-G2 12.285 119 B3-UO G2 11.645 j 113 1 B4-UO-G2 12,129 118 B2-UO-G2 135LA-6470 4 64 700 139 4000K 15,390 Ill B3-UO-G2 15,789 114 83-UO G2 15.192 110 B3-UO-G3 14729 106 84-UO-G2 160LA-481A 3 48 1050 158 `'.4000K 15,901 B3-UO-G3 16.343 103 �63-UO-G2 15.696 99 B3-UO-G3 15.188 96 B4-UO-G2 20.984 99 B3-UO-G3 215LA-641A, 4 1 64 ' 1050 211 I4000K �___101 21,255 101 B3-UO-G3 21265 100 B4-UO-G3 20.874 99 BS-UO-G3 5 System input wattage may vary based on input voltage, by up to d-10% and based on manufacturer forward voltage. by up to -/- 8%. 6 Lumen values based on photometric tests performed in compliance with IESNA LM-79 Note: Some data may be scaled based on tests of similar. but not identical, luminaires Dimensions - Standard EcoForm luminaire Top View \I1111111111111►� �- ►.:v ��/Tlrsf?1 aniuouinn 24, 61,47 EcoForm-ECF-LED 03/16 page 2 of 8 Side View 1 1.3" i 3.3 cm �� 24.2" i 61.47 cm EPA (ft2/M2) Single Twin (29180) 3/4@90 0.2 / 0.019 0.5 / 0.046 0.5 / 0.046 End View 33 cm��i 3.3. / - 8.38cm+------ �� Approximate Luminaire Weight: 20 Lbs (9.07 Kg) ECF EcoForm LED Luminaire Dimensions - EcoForm with Retrofit Arm Mount (RAM) �\IIIII1111111111� /11111111111111►� Side View 26" 66.04 cm ' 23.8" 1 60.45 cm I 6.6. 16.76 cm I -- EPA (ft'/m7) Single Twin (26D180) 3/4@90 0.3 / 0.028 0.6 / 0.056 0.7 / 0.065 Dimensions EcoForm with Mast Arm Fitter (MA) Top View t7 d'-i„_ I I I ti-13.4" 34.04 cm Side View End View 3" 1 33.02 cm I i3. i [[ 1 " 8.3�cm---- 6.6" 16.76 cm Approximate Luminaire Weight: 21 Lbs (9.53 Kg) End View 2.1" 13.. IT 5.3 - cm �- 33 " -� 8.4cm 1 3.3..1- - � 1 1 8.38 1 - - - - T � 1 - - - 7.7" 1 19.56 cm , 31.5" 80.01 cm EPA (ft'/m') Single 0.51 / 0.047 Dimensions - EcoForm with Wall Mount (WS) TopTlew�1111111!lIIIl1►� 8.1 i�olinul'iiui� Side View 26.2" 6655 m Dimensions EcoForm with wireless controls (luminaire mounted controller) Top View 13 3302 I F I I 24 2 -►I 6t47 cm , EcoForm-ECF_LED 03/16 page 3 or 8 Side View Approximate Luminaire Weight: 21.5 Lbs (9.77 Kg) End View 13" 1 Y. 1 33 cm 3.8 one 6.5" 165 ~I 3.23 - - -. 8 ", 65" I 16-5un I ) ------�-� Approximate Luminaire Weight: 23.36 Lbs (10 6 Kg) End View 2.1" 5 33 cm 3.3" - - - -+ {4.4- 8.38 cm 1118 cm ECF EcoForm LED luminaire Luminaire Configuration Information ECF Philips Gardco EcoForm LED standard luminaire providing constant wattage and constant light output when power to the luminaire is energized. ECF-DIM Philips Gardco EcoForm LED luminaire provided with 0-10V dimming for connection to a control system provided by others. ECF-APD Philips Gardco EcoForm LED luminaire with Automatic Profile Dimming. Luminaire is provided with a Philips DynaDimmer module, programmed to go to 50% power, 50% light output two (2) hours prior to night time mid -point and remain at 50% for six (6) hours after night time mid -point. Mid- point is continuously recalculated by the Philips DynaDimmer module based on the average mid -point of the last two full night cycles. Short duration cycles, and power interruptions are ignored and do not affect the determination of mid -point. ECF-APD is available in 120V-277V input only. ECF-APD Dimming Profile: 100 % 2 hours 6 hours 100 50% 50% I I I Power On Mid Point Power Off ECF-MR50 Philips Gardco EcoForm LED luminaire with motion response, providing a 50% power reduction on low and a commensurate reduction in light output. The power and light output reduction is accomplished utilizing the Philips DynaDimmer module, programmed for a constant 50% power. Power supplied by the motion sensor connected to the override line on the DynaDimmer takes the luminaire to high setting,100% power and light output, when motion is detected. The luminaire remains on high until no motion is detected for the motion sensor duration period, after which the luminaire returns to low. Duration period is factory set at 15 minutes, and is field adjustable from 5 minutes up to 15 minutes. ECF-MR50 is available in 120V-277V input only to the luminaire. Motion sensors require single voltage 120V or 277V input. EcoForm-ECF-LED 03/16 page 4 of 8 The Area FIR motion sensor is the WattStopper EW-200-120-W (120V Input - MSA-120V) or the WattStopper EW-200-277-W (277V Input - MSA-277V.) One motion sensor per pole is required and is ordered separately. Area sensors require single voltage 120V or 277V input. 1_4141wll Black 120V or 277V Input White, Sensor Red Connects Neutral to Override Input (Orange) Line of DynaDimmer The area motion detector provides coverage equal to up to 6 times the sensor height above ground, 270° from the front -center of the sensor. Area PIR Motion Sensor Coverage Pattern Distances are approximate. / H = height above 90, ground \ Height 1H 3H 6H Motion response requires that the pole include an additional hand hole 15 feet above the pole base, normally oriented 180° to the standard hand hole. For Philips Gardco poles, order the pole with the Motion Sensor Mounting (MSM) option which includes the hand hole and a special hand hole cover plate for the sensor with a 1/2" NPT receptacle centered on the hand hole cover plate into which the motion sensor mounts. Once the motion sensor is connected to the hand hole cover plate, then wiring connections are completed in the pole. The plate (complete with motion sensor attached and wired) is then mounted to the hand hole. If poles are supplied by others, the customer is responsible for providing suitable mounting accommodations for the motion sensor in the pole. Mounting to a Philips Gardco Pole: Cover Plate with 1/2" NPT Coupling (supplied with pole) Wiring in Pole Motion Additional Hand Hole Sensor 15' Above Pole Base Attach Motion (oriented 180° to the Sensor to Cover standard hand hole) Plate coupling, Complete Wiring in Pole and At- tach Cover Plate to Hand Hole ECF-APD-MRO Philips Gardco EcoForm LED luminaire with Automatic Profile Dimming, with Motion Response Override. The ECF-APD-MRO combines the benefits of both automatic profile dimming and motion response, using the Philips DynaDimmer module. The luminaire will dim to 50% power, 50% light output, per the dimming profile shown for the ECF-APD. If motion is detected during the time that the luminaire is operating at 50%, the luminaire returns to 100% power and light output. The luminaire remains on high until no motion is detected for the duration period, after which the luminaire returns to low. Duration period is factory set at 15 minutes, and is field adjustable from 5 minutes up to 15 minutes Notes: ECF-APD-MRO is available in 120V through 277V input only to luminaire. The motion sensor requires either 120V or 277V input to the motion sensor. The ECF-APD-MRO has the same pole requirements and utilizes the same motion sensors as the ECF-MR50. The motion sensor mounts and wires identically as well. The ECF-APD-MRO utilizes the identical dimming profile as shown for the ECF-APD. By combining the benefits of automatic profile dimming and motion response, the ECF-APD- MRO assures maximum energy savings, and insures that adequate light is present if motion is detected. All motion sensors utilized consume 0.0 watts in the off state. ECF EcoForm LED luminaire Luminaire Configuration Information (Continued) ECF-MRI ECF-APD-MRI Luminaires with Motion Response include a LED driver and an integral programmable motion sensor. The motion sensor is set to a constant 50%. When motion is detected, the luminaire goes to 100%. The luminaire remains on high until no motion is detected for the motion sensor duration period, after which the luminaire returns to low. Duration period is factory set at 5 minutes. Available with 120V or 277V only. Luminaires include a passive infrared (PIR) motion sensor, WattStopper"I FSP-211 equipped with an FSP-1_3 lens, capable of detecting motion within 20 feet of the sensor, 180° around the luminaire, when placed at a 20 foot mounting height, or mounted on a wall. Available in 120V or 277V input only. Motion sensor off state power is 0.0 watts. The approximate motion sensor coverage pattern is as shown below. Side Coverage Pattern Distances are approximate. H = height above ground :0& 1H _ 2H ' Top Coverage Pattern El 2H EcoForm-ECF-LED 03/16 page 5 of 8 Luminaires with Automatic Profile Dimming and Motion Response Override combine the benefits of both automatic profile dimming and motion response. APD-MRI luminaires utilize Philips DynaDimmer. The luminaire will dim to 50 % power, 50% light output, per the dimming profile shown for APD luminaires (see page 4). If motion is detected during the time that the luminaire is operating at 50%, the luminaire goes to 100% power and light output. The luminaire remains on high until no motion is detected for the duration period, after which the luminaire returns to low. Duration period is factory set at 5 minutes. APD-MRI luminaires are available with 120V or 277V input voltages only. APD-MRI luminaires use the identical motion sensor as MRI luminaires. See motion sensor details for ECF-MRI. FSIR-100 Wireless Remote Programming Tool The FSIR-100 Remote Programming Tool accessory permits adjustment of ECF-MRI and ECF-APD-MRI sensor settings, including duration and dimming level on low, without the need to connect any wires to the luminaire. The FSIR-100 Wireless IR Programming Tool is a handheld tool for setup and testing of WattStopper FSP-211. It provides wireless access to the FSP-211 sensors for setup and parameter changes. The FS1R-100 display shows menus and prompts to lead you through each process. The navigation pad provides a familiar way to navigate through the customization fields. Within a certain mounting height of the sensor, the FSIR-100 allows modification of the system without requiring ladders or toots simply with a touch of a few buttons. The FSIR-100 IR transceiver allows bi- directional communication between the FSP-211 and the FS1R-100 programming too[. Simple menu screens let you see the current status of the system and make changes. It can change FSP-211 sensor parameters such as high/low mode, sensitivity, time delay, cut off and more. With the FS1R-100 you can also establish and store FSP-211 parameter profiles. The FS1R-100 operates on three standard 1.5V AAA Alkaline batteries or three rechargeable AAA NiMH batteries. The battery status displays in the upper right corner of the display. Three bars next to BAT= indicates a full battery charge. A warning appears on the display when the battery level falls below a minimum acceptable level. To conserve battery power, the FS1R-100 automatically shuts off 10 minutes after the last key press. You navigate from one field to another using (up) or (down) arrow keys. The active field is indicated by flashing (alternates between yellow text on black background and black text on yellow background.) Once active, use the Select button to move to a menu or function within the active field. Value fields are used to adjust parameter settings. They are shown in "less-than/greater-than" symbols: <value>. Once active, change them using (left) and (right) arrow keys. In general the up key increments and the down key decrements a value. Selections wrap -around if you continue to press the key beyond maximum or minimum values. Moving away from the value field overwrites the original value. The Home button takes you to the main menu. The Back button can be thought of as an undo function. It takes you back one screen. Changes that were in process prior to pressing the key are lost.More information on the FS1R- 100 Remote Programming Tool is available at wattstopper com Power — On/ON Home/Main Q Menu Back q Up Left i 1 1I Right/Next Down i — ( Select ECF EcoForm LED Luminaire Luminaire Configuration Information - EcoForm with wireless controls ECF-LLC2/3/4 Luminaire Mounted Controller Wireless controller attached to luminaire and Includes radio, photocell and motion sensor with #2, 3, or 4 lens for 8-40' mounting heights. Recommended Sensor by Pole Height 40' 35' 30. 25' z0' I5 10' 8' LLC2 LLC3 LLC4 LLCR2/3/4 Pole Mounted Controller In this configuration, the wireless controller will be mounted to the pole at a fifteen foot mounting height. The number of luminaires on each pole, as well as the specific wattage chosen, will determine how many controllers will be required. When using the wireless remote accessory option (LLCR-F) in a pole mount application, specify pole option (CL=Coupling Internal Thread, 3/4" size). Confirm required orientation of Luminaire and wireless controller. Indicate height above pole base and orientation to handhold. Recommended min pole height is 18ft, with option (CL)15ft above pole base. Other heights are possible when choosing the appropriate sensor lens type. See pole specification sheets for more information. Remote Mount Wireless Controller Used to extend the communication on site, to extend motion response and add other luminaires that are not pole mounted Consult factory for more information. EcoForm-ECF-LED 03/16 page 6 of 8 LLC2/LLCR2 (for pole or remote mount only) 8. -- — J 24' 1 V r 3' 0' 3' T 11' 24' LLC3/LLCR3 (for luminaire, pole, or remote mount) 0' A 10, in 20' j 10, 0',, 10' 20' �'. t 31MIM.......I 20' 20' 18' 15' 12' 9' 6' T 0 3' 6' 9' 12' 15' 18' 20' 20' LLC4/LLCR4 (for Luminaire, pole, or remote mount) 30' 20' 12' 6' 0 6' IT 20' 30' Controller Phc - Ambient light photocell on every wireless radio that averages the light levels of up to 5 controllers for an accurate reading and optimal light harvesting activity. - Reports ambient light readings to 1500 Fc. 44 ft 30' 27 I 2a t t r 12' r - I 3, 0' 60' 6' i 12' I —I - i � - �— zr � t I 30' 27 20' 12' 6' 3' 0 3' 6' 12' 20' 2T 30' Wireless Radio -1.8 Watts max (no load draw) - Operating voltage 120-277 VAC RMS - Communicates using the ZigBee protocol - Carries out dimming commands from Gateway - Reports ambient light readings to 1500 Ft-Cd - Transmission Systems Operating within the band 2400-2483.5Mhz - ROHS Compliant Motion Response - Detects motion through passive infrared sensing technology with three different lens configurations - Motion sensor coverage can be adjusted from a narrow to a wide detection range, which helps reduce false triggers to further increase energy savings. - Sensing profiles can be updated to adapt to activity levels in the environment, such as occupancy level, wind, and mounting height ECF EcoForm LED luminaire Luminaire Configuration Information (EcoForm with wireless controls) Gateway Overview: One gateway is included with the wireless controls system. The gateway opens up communication with the wireless radios installed with the EcoForm luminaires (or pole), allowing you to control your fixtures straight from the web. One gateway can communicate with up to 800 fixtures. Typically one unit is required per parking lot. Installation: Gateway has 4 blind threaded holes on the back side that accept 10-32 screws. Mount spacing is 10.41" across and 14.19" vertical. Requirements: The gateway must be mounted in a secure on -site location. The gateway requires 120V. Distance of gateway to the first radio varies upon application; contact factory. Strong internet connection required. Ilo F_ IY` Q Q p ' i I 30' 180' max distance max distance Front View 12" (30.48 cm) I 1 %13" (38.8 cm) *melighf twlstHDM 00000 00000 00000 00000 00000 0 0 00 0 00 0 000 0 00 0 0 00 0 0 0 EcoForm_ECF_LED 03/16 page 7 of 8 1, Back View I. 10.4" —� I (26.4 cm) I Specifications: - High density RF Mesh coordinator - Ethernet or wireless internet connection to server - Proprietor of software "rules of operation" - Watertight Ethernet connections - Highly protected, long life ac/dc power supply - Single board, ARM compliant 520Mhz Intel computer. - Operating Temperature -20°C to 55°C - Tamper proof housing Side View io_ 6„� I (15.24 cm) ECF EcoForm LED luminaire Specifications Housing One piece die cast aluminum housing with integral arm and separate,self retained hinged one piece die cast door frame. IP Rating LED light engine rated IP66. Vibration Resistance EcoForm with Standard Arm carries a 3G vibration rating that conforms to standards set forth by ANSI C136.31. Testing includes vibration to 3G acceleration in three axes, all performed on the same luminaire. Electrical Driver efficiency (>90% standard).120-480V available (restrictions apply). Open/short circuit protection. Optional 0-10V dimming to 10% power. RoHS compliant. Surge protector standard, 10KA per ANSI/IEEE C62.41.2. LED Board and Array 32, 48, or 64 LEDs. Color temperatures: 3000K, 4000K, 5700K +/- 250K. Minimum CRI of 70. Aluminum metal clad board. RoHS compliant. LED Thermal Management The housing design allows the one piece housing to provide excellent thermal management critical to long LED system life. Energy Saving Benefits System efficacy up to 95 lms/W with significant energy savings over Pulse Start Metal Halide luminaires. Optional control options provide added energy savings during unoccupied periods. Wireless Controls The wireless controls system includes: gateway, controller (with wireless radio, motion response, and photocell), and commissioning/ training. This intelligent web -based system operates through a high density mesh (HDM) wireless technology. Wireless radios with motion response and photocell sensors are integrated with Pure Form luminaires, and enable the fixtures to communicate via the ZigBee protocol. The gateway is a mini computer that connects to the internet, and is located in a secure location. The central database channels communication to and from the gateway, allowing data to be viewed or managed through the web -based graphical user interface (GUI). See wireless controls pages 6-7 for details and technical information. Motion Sensors ECF-MR50, ECF-APD-MRO, ECF-MRI, ECF- APD-MRI luminaires may be specified for additional energy savings during unoccupied periods. See pages 4-6 for complete details. Optical Systems Type 2, 3, 4, and 5 distributions available. Internal Shield option mounts to LED optics and is available with Type 2, 3, and 4 distributions to control backlight. Mounting Standard luminaire arm mounts to 4" round poles. Square pole adapter included with every luminaire. Round Pole Adapter (RPA) required for 3-3.9" poles. LED Performance Predicted Lumen Depreciation Data' Ambient Driver Calculated L,o Per Temperature C C (mA) L7o Hours' I TM-21' 3 Up to 1C5C mA > 350,000 hours > 60,000 hours Lumen Maintenance % @ 60,000 hours 97% 1 Predicted performance derived from LED manufacturer's data and engineering design estimates, based on IESNA LM-80 methodology. Actual experience may vary due to field application conditions 2 L70 is the predicted time when LED performance depreciates to 70% of initial lumen output. 3 Calculated per IESNA TM21-11 Published L70 hours limited to 6 times actual LED test hours. Retrofit Arm Mount EcoForm features an innovative retrofit arm kit. When specified with the retrofit arm (RAM) option, EcoForm seamlessly simplifies site conversions to LED by eliminating the need for additional pole drilling on most existing poles. RAM will be boxed separately. 11 Listings I j F 75' 3cm 5.1875" 13.18 cm ETL/cETL listed to the UL 1598 standard, suitable for Wet Locations. Suitable for use in ambients from -40° to 40°C (-40° to 104°F). The quality systems of this facility have been registered by UL to the ISO 9001 series standards. All EcoForm luminaires equipped with NW and CW are DesignLights Consortium® qualified. Finish Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. Warranty EcoForm luminaires feature a 5 year limited warranty. Philips Gardco LED luminaires with LED arrays feature a 5 year limited warranty covering the LED arrays. LED Drivers also carry a 5 year limited warranty. Motion sensors are covered by warranty for 5 years by the motion sensor manufacturer. © 2016 Philips Lighting Holding B.V. All rights reserved. Philips Lighting North America Corporation Philips reserves the right to make changes in specifications 200 Franklin Square Drive, Somerset, NJ 08873 and/or to discontinue any product at any time without notice Tel. 855-486-2216 or obligation and will not be liable for any consequences resulting from the use of this publication. Philips Lighting Canada Ltd. philips.com/luminaires 281 Hillmount Rd, Markham, ON, Canada L6C 2S3 Tel. 800-668-9008 EcoForm_ECF_LED 03/16 page 8 of 8 C � FIXTURE - E PHILIPS (> GARDCO ' n C 111wr (9)US Project: Location. Cat, No Type Qty: Notes: Philips Gardco LED wall sconce 121 offers distinction through its styling, powerful optical design, array of distributions, and impressive selection of control possiblilities. Designed to add an element of style to your application by pairing straight lines with rounded edges, the form of the 121 is timeless, yet contemporary, and will complement a wide assortment of architectural styles and designs, while delivering high light levels and functional distributions. 121 sconces are available in Type 2, 3, and 4 distributions, and provide output of up to 10,103 lumens. Energy saving control options help to increase energy savings and offer California Title 24 compliance. Emergency Battery Backup option available for path -of -egress and is integral to the luminaire. Ordering guide example: 121-32L-700-N W-G3-3-120-I MRI2-BZ Number LED Color - Prefix of LEDs Drive Current Generation Distribution Emergency Voltage Controls Finish [ L2� =�0�0 0 rElectrical L_=1 0 530 530mA CW-63 2 Type EBPC UNV 120-277V DO 0-IOVDimming Drivers Fusing Textured LED wall sconc 6LEDs 1 modules 650 650mA � Cool White 5700K,0I Emergency Pack HVN 347-480V DCC Dual Circuit Control°?B DynaDimmer: Automatic Profile Dimming 3T e3Battery — __ _. F1 Si le B °Generation (R0.277,347VAC)' 3 4 Type 4 Cold Weathe04 120 120V CSSO Safety50%Dlmming56 F2 Double 7WHWhite NW-G3 1000 1000mA Leave blank 208 208V CMSO Median 50%Dimming56 (208, 240, 480VAC)1p ay 1200 1200nnA'Neutral White to omit an 240 240V CE50 Economy50%Dimming5fi Gray 4000K, 70CRI emergency DA50 All Night 50% Dimming56 F3 Canadian Double Pull cified 32L 530 530mA Generation 3 option 277 277V (208, 240,480VAQ - _ . __- 32 LEDs Photoelectric systems__ RASpecify RAL Specify optional _ _ _ PCB PhotocontrolButton°'°" (2 modules) 650 650mA' WW-G3 347 347V color or RAL 700 700mA Warm White 3000K, 70CRI 480 480V Infrared Motion Response Systems (ex OC-LGPor OC-RAL7024) 1000 1000mA Generation 3 IMRI2 Integral with #glens" CC Custom color IMRI3 Integral with #3 lens? 6 (Must supply Wireless Controls color chip for (luminalre mounted) required factory quote) LLC2 Module with #2lensS6 LLC3 Module with #3lensSs 1. Only available with EBPC 2 Only available with 16 LEDs 3 Available in 120V or 277V only 4. EBPC available only in 530mA or 65OmA 5 Not available with 1.2A drive current 6. Available in 120V thru 277V and UNV only. 121-LED-wall-sconce 06/16 page 1 of 6 7. DCC available only in 530mA with 32 LED 8 Not available with EBPC 9. Not available with DCC 10. Voltage must be specified 11. Not available in480V 121 LED wall sconce Wall mount Luminaire Accessories (order separately) Mounting Accessories Controls Accessories Wall Mount Wireless controls remote mount module WS Wall Mounted Rux for Surface Conduit LLCR2-(F) #2lens -specify finish in place of (F) LLCR3-(F) #3lens - specify finish in place of (F) Dimensions Standard Luminaire Motion Response Wireless Controls 17° (432 mm) Wireless controls remote controller accessory Wireless controls system offers a remote radio/sensor module that allows connectivity to Wireless system gateway. Remote module can be mounted to wall or pole with j-box supplied. May be specified by choosing one of two different lenses to accommodate a variety of mounting heights/sensor detection ranges. Must specify option DD on luminaires that are planned to be used with remote mount controllers. See page 4 for Wireless Controls details. dEm IT - (432 mm) r _6!4 r ,, -' 22" (559 mm) Luminaire Weights LED wall sconce 121 Weight Luminaire 15.0 lbs Luminaire - EBPC (FM battery pack) 18.5 tbs Luminaire - Integrated Wireless Controls 17.01bs 121-LED_wall-sconce 06/16 page 2 of 6 (152 mm) J 10" (254 mm) (152mm) COD 10° (254mm) 101, (254mm) 121 LED wall sconce Wall mount LED Wattage and Lumen Values Ordering Code LED city LED Current (mA) Color Temp' Average System Watts' Type 2 Type 3 Type 4 Lumen Output' BUG Rating Efficacy (LPW) Lumen Output'' BUG Rating Efficacy (LPW) Lumen Output" BUG Rating Efficacy (LPW) 121-16L-530-NW-G3 16 530 4000K 28 2818 81-UO-GO 100 2607 81-1.10-G1 93 2614 BI-UO-G1 93 121-16L-700-NW-G3 16 700 4000K 38 3698 Bl-U0-G1 96 3421 131-1.10-G1 89 3430 B1-UO-G1 89 121-16L-1000-NW-G3 16 1000 4000K 55 4802 131-1.10-GI 88 4442 111-1,10-GI 81 4454 131-1.10-GI 81 121-16L-1200-NW-G3 16 1 1200 14000K 66 1 5364 82-UO-GI 82 1 4962 B1-1.10-G1 76 1 4975 B1-UO-G2 76 121-32L-530-NW-G3 32 530 4000K 52 5921 B2-UO-GI 114 5477 1 111-1.10-G21 105 1 5491 1 B1-1.10-G2 106 121-32L-700-NW-G3 32 700 4000K 70 7534 B2-1.10-Gl 107 1 6969 1 Bl-1.10-G2 99 1 6988 1 131-1.10-G2 100 121-32L-1000-NW-G3 32 1000 4000K 107 10103 1 B2-UO-G1 95 1 9346 1 B2-UO-G21 88 1 9371 1 82-1.10-G2 88 LED Wattage and Lumen Values (Emergency Mode)' Lumen Outputs Avg. System Watts Type 2 Type 3 Type 4 Ordering Code LED Qty LED Current (mA) Color Temp' Normal Mode Emergency Mode Normal Mode Emergency Mode Normal Mode Emergency Mode Normal Mode Emergency Mode 121-16L-530-NW-G3-EBPC (Normal Mode) 16 530 4000K 28 14 2818 1353 2607 1252 2614 1255 121-161-650-NW-G3-EBPC(Normal Mode) 16 650 4000K 37 14 3510 1353 3248 1252 3256 1255 121-32L-530-NW-G3-EBPC(Normal Mode) 32 265 4000K 28 14 2808 1764 2597 1632 2604 1636 121-32L-650-NW-G3-EBPC (Normal Mode) 32 1 325 1 4000K 32 14 3497 1764 3235 1632 3244 1636 1. Contact outdoorlighting.applications@philips.com for details on cool or warm white color temperatures. 2 Wattage and lumen output may vary by +/- 8%due to LED manufacturer forward volt specification and ambient temperature. Wattage shown is average for 120V through 277V input. Actual wattage may vary by an additional +/- 10%due to actual input voltage 3 Lumen values based on photometric tests performed in compliance with IESNA LM-79. 4. For emergency EBPC option, publish values are based on initial lumens. Luminaire options DID: 0-10V dimming driver with leads supplied through back of Luminaire (for secondary dimming controls by others). Dynadimmer Automatic Profile Dimming: Automatic dimming profiles (CS50/CM50/ CE50) offer safety, median, or economy settings, for shorter or longer duration. Dimming profiles provide flexibility towards energy savings goals while optimizing light levels during specific dark hours. 50% dimming is standard. DA50 offers 50% instantaneous dimming all night (during aLl dark hours). 75% and 25% dimming is also available if different light levels are required (contact Technical Support for details). Dimming II Profr Duration Economy 9 PM - 6 AM 9 hours 50% Median 10 PM 6 AM 8 hours 50% Safety 11 PM - 6 AM 7 hours 50% Reactive 50 all night I dynamic 121-LED wall -sconce 06/16 page 3 of 6 IMR12, IMRI3: Infrared Motion Response Integral (IMRI). IMRI module is mounted integral to the Luminaire door and is available with two different sensor lens types to accommodate various mounting heights and occupancy detection ranges (see charts for approximate detection patterns). Motion response for option IMRI is set/operates in the following fashion: The motion sensor is set to a constant 25%. When motion is detected by the FIR sensor, the Luminaire returns to 100% light output. Dimming on low is factory set to 25%with 5 minute default in "full power" prior to dimming back to low. When no motion is detected for 5 minutes, the motion response system reduces the wattage by 75%, to 25 % of the normal constant wattage reducing the light level. IMRI can also be specified with automatic profile dimming for the added benefit of a combined dimming profile with sensor detection, where the FIR sensor will override the dimming profile when occupancy is detected. Passive infrared (PIR) motion sensor, WattStopper FSP-211, equipped with lens choice specified. Available in 120V or 277V input only. Motion sensor off state power is 0.0 watts. The FSP-211 can also be reprogrammed with WattStopper's FS1R-100 remote programming tool accessory. DCC: Dual Circuit Control permits separate switching of 32L models only, where a quantity of (2)16 LED modules are controlled independently by use of two sets of leads, one for each module. Wireless Controls: Controller radio/sensor module attached to Luminaire (included with LLC2 and LLC3 option) and includes radio, photocell and motion sensor. Also available with remote pod accessory where pod is mounted separate from luminaire to pole or wall (see accessories and Wireless Controls information page 4). F7: Fusing Single (for 120, 277 or 347VAC) F2: Fusing Double (for 208, 240 or 480VAC) F3: Fusing Canadian Double Pull (for 208,240 or 480VAC) EBPC: Emergency battery pack is cold weather rated down to -20C (-4F) and integral to the luminaire, allowing for a consistent look between emergency and non -emergency sconces. A separate surface mount accessory box is not required. Dual light engines (32L) are wired in parallel, both operating in emergency mode to meet various redundancy lamp requirements. Also available with single light engine (16L). Secondary driver with relay immediately detects AC power loss and powers luminaire for a minimum of 90 minutes from the time power is lost. 121 LED wall sconce Wall mount Infrared Motion Response and Wireless Controls Sensor Coverage Patterns LLC2/3 Luminaire Mounted Controller IMRI2/LLC2/LLCR2 Controller attached to Luminaire and Includes radio, 20 photocell and motion sensor with #2 or #3 lens for 8-20' mounting heights. 10, �f► 0' i44 It 10' 8' 24' 11' T 3' 0' 3' 7' 11' 24' 20' 10' 0' 10' 20' IMRI3/LLC3/LLCR3 0' 5' 10, 15' 20' 1 t-t t=== M V& '"k 1 20' 18' 15' 12' 9' 6' 3' 0 3' 6' 9' 12' 15' 18' 20' Remote Mount Wireless Controller Used to extend the communication on site, to extend motion response and add other luminaires that are not pole mounted. Consult factory for more information. —VWvu - Ambient light photocell on every wireless radio that averages the light levels of up to 5 controllers for an accurate reading and optimal light harvesting activity. - Reports ambient light readings to 1500 Fc. 121-LED wall sconce 06/16 page 4 of 6 20' - 10, 0.1 _-„- 1p' 20' 1 20' 10, 0' 10, 20' Wireless Radio - 1.8 Watts max (no load draw) - Operating voltage 120-277 VAC RMS - Communicates using the ZigBee protocol - Carries out dimming commands from Gateway - Reports ambient light readings to 1500 Ft-Cd - Transmission Systems Operating within the band 2400-2483.5Mhz - ROHS Compliant Motion Response - Detects motion through passive infrared sensing technology with three different lens configurations - Motion sensor coverage can be adjusted from a narrow to a wide detection range, which helps reduce false triggers to further increase energy savings. - Sensing profiles can be updated to adapt to activity levels in the environment, such as occupancy level, wind, and mounting height 121 LED wail sconce Wall mount Luminaire Configuration Information - Sconce with wireless controls Gateway Overview: The gateway opens up communication with the wireless radios installed on equipped luminaires (or pole), allowing you to control your fixtures straight from the web. One gateway can communicate with up to 800 fixtures. Typically one unit is required per parking lot. Gateway Dimensions Front View (30.48 cm) I 15.63" (38.8 cm) 0 o e u c 0 0 0 �� o0000 `�fimelight' tWMHDM 0 0 o o o 0 0 0 00 00000 00000 00000 00 00 0000 000 O 00 O O O O O O 0 121-LED wall sconce 06/16 page 5 of 6 I Installation: Gateway has 4 blind threaded holes on the back side that accept 10-32 screws. Mount spacing is 10.41" across and 14.19" vertical. Requirements: The gateway must be mounted in a secure on -site location. The gateway requires 120V. Distance of gateway to the first radio varies upon application; contact factory. Strong internet connection required. Back View 10.4" I (26.4 cm) I Specifications: High density RF Mesh coordinator - Ethernet or wireless internet connection to server - Proprietor of software "rules of operation" - Watertight Ethernet connections - Highly protected, long life ac/dc power supply - Single board, ARM compliant 520Mhz Intel computer. - Operating Temperature -20°C to 55'C - Tamper proof housing Side View if 6 —►i , (15.24 cm) I 121 LED wall sconce ►.. ... _ . Specifications Housing Main body cast housing and back plate made of a low copper die cast Aluminum alloy for a high resistance to corrosion, 0.100" (2.5mm) minimum thickness. Hinged door allows access to driver and LED compartment. Mounting Mounting is completed through integral back plate that features a separate recessed feature for hook and lock quick mount plate that secures with two set screws from bottom of luminaire. Mounting plate is located in the center of the luminaire width and 3.5" above the luminaire bottom (lens down position). Luminaire ships fully assembled, ready to install. Light Engine Composed of 4 main components: Heat Sink / LED Module / Optical System / Driver. Electrical components are RoHS compliant. IP66 sealed light engines. LEDs tested by ISO 17025-2005 accredited lab in accordance with IESNA LM-80 guidelines extrapolations in accordance with IESNA TM-21. Metal core board ensures greater heat transfer and longer lifespan. Heat Sink Integral door/heat sink design made of low copper die cast Aluminum alloy for a high resistance to corrosion. LED Module Composed of high performance white LEDs. Color temperature as per ANSI/NEMA bin Neutral White, 4000K nominal (+/- 275K), CRI 70 Min. Available in other color temperatures including Cool White, 5700K and Warm White, 3000K. LED Performance Hardware All exposed screws are stainless and/or corrosion resistant and captive. Optical System The advanced LED optical systems provide IES Types 2, 3, 4. Composed of high performance UV stabilized optical grade polymer refractor lenses to achieve desired distribution optimized to get maximum spacing, target lumens and a superior lighting uniformity. System is rated IP66. Performance shall be tested per LM-63. LM-79 and TM-15 (IESNA) certifying its photometric performance. Dark sky compliant with 0% uptight and UO per IESNA TM-15. Driver High power factor of 90% min. Electronic driver, operating range 50/60 Hz. Auto adjusting universal voltage input from 120 to 277 VAC or 347 to 480 VAC rated for both application line to line or line to neutral, Class I, THD of 20% max. The current supplying the LEDs will be reduced by the driver if the driver experiences internal overheating as a protection to the LEDs and the electrical components. Output is protected from short circuits, voltage overload and current overload. Automatic recovery after correction. Standard built in driver surge protection of 2.SkV (min). Surge Protection Each luminaire is provided as standard with surge protector (Philips designed SP1) tested in accordance with ANSI/IEEE C62.45 per ANSI/IEEE C62.41.2 Scenario I Category C High Exposure IOkW5kA waveforms for Line Ground, Line Neutral and Neutral Ground, and in accordance with U.S. DOE (Department of Energy) MSSLC (Municipal Solid State Street Lighting Consortium) Model Specification for LED Roadway Luminaires Appendix D Electrical Immunity High Test Level 1OkV / 5kA. 1. Predicted performance derived from LED manufacturer's data and engineering design estimates, based on IESNA LM-80 methodology. Actual experience may vary due to field application conditions 2. L70 is the predicted time when LED performance depreciates to 70% of Initial lumen output. 3. Calculated per IESNA TM21-11. Published L,o hours limited to 6 times actual LED test hours. 4. 32L rated for 30°C at 1000mA. Wiring (supplied by others) Splices must be made in the junction box. Finish Five standard colors offered in textured black, white, bronze, dark gray and medium gray. Color in accordance with the AAMA 2604 standard. Application of polyester powder coat paint 2.5 mils minimum. The thermosetting resins provides a discoloration resistant finish in accordance with the ASTM D2244 standard, as well as luster retention in keeping with the ASTM D523 standard and humidity proof in accordance with the ASTM D2247 standard. RAL and custom color matching available. LED Products Manufacturing Standard The electronic components sensitive to electrostatic discharge (ESD) such as light emitting diodes (LEDs) are assembled in compliance with EC61340-5-1 and ANSI/ESD S20.20 standards so as to eliminate ESD events that could decrease the useful life of the product. LED Useful Life Luminaire Useful Life accounts for LED lumen maintenance. Refer to IES files for energy consumption and delivered lumens for each option. Based on ISTMT in situ thermal testing in accordance with UL1598 and U1-8750, LED LM-80/TM-21, expected to reach 100,000 + hours with >L70 lumen maintenance @ 25"C. Certifications and Compliance cULus Listed for Canada and USA suitable for wet locations when mounted downward facing. cULus Listed for Canada and USA suitable for damp locations when inverted upward facing when mounted in covered ceiling application. Emergency Battery Pack option is tested and listed to UL924 and CSA C22.2 No. 141-10 DesignLights Consortium qualified on models as listed on DLC QPL. Luminaire is rated for operation in ambient temperature of -40"C (-400F) up to +40"C (+1040F)4. Limited Warranty 5-year limited warranty. See philips.com/ warranties for details and restrictions. Visit our eCatalog or contact your local sales representative for more information. © 2016 Philips Lighting Holding B.V. All rights reserved. Philips Lighting North America Corporation Philips reserves the right to make changes in specifications 200 Franklin Square Drive, Somerset, NJ 08873 and/or to discontinue any product at any time without notice Tel. 855-486-2216 or obligation and will not be liable for any consequences 9 resulting from the use of this publication. Philips Lighting Canada Ltd. philips.com/luminaires 281 Hillmount Rd, Markham, ON, Canada L6C 2S3 Tel. 800-668-9008 121-LED_wall-sconce 06/16 page 6 of 6 "O'A b. STATEMENT OF PROBABLE COST Project Name Lake Champlain Plaza Drawing Referenced: L-1.01 Planting Plan Date Prepared: April 13, 2017 Date of Prices: Spring 2017 Project Status: Permit Application Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AF Red Maple 13 EA. $620.00 $8,060.00 2.5-3" Cal. BN River Birch 9 EA. $500.00 $4,500.00 2-2.5 Cal. GB Autumn Gold Ginko 30 EA. $650.00 $19,500.00 2.5-3" Cal. GTM Moraine Hone locust 15 EA. $620.00 $9,300.00 2.5-3" Cal. GTS Shademaster Hone locust 14 EA. $620.00 $8,680.00 2.5-3" Cal. PC Callery Pear 19 EA. $530.00 $10,070.00 2.5-3" Cal. LAP Princeton American Elm 4 EA. $620.00 $2,480.00 2.5-3" Cal. Sub Total $62.590.00 SHRUBS CS Red Twig Dogwood 28 EA. $50.00 $1.400.00 Sub Total $1,400.00 Perennials HS Daylily 3508 EA. $15.50 $54,374.00 1 Gal. Sub Total $54,374.00 Total: $118,364.00 C Burlinuton Plaza Abutters List 03/30/ 17 Skipco, Inc. 793 Shelburne Road Irene Hinsdale, South Burlington, VT 05403 294 N. Winooski Ave. Burlington, VT 05401 Charles and Janet Perkins 80 South Cove Road Limoge Properties 833 QCP Rd, LLC Burlington, VT 05401 883 Queen City Park Rd, Suite 31 South Burlington, VT Monro Muffler Brake, Inc. 05403 200 Holleder Parkway. Rochester, NY 14615 Southland Enterprises, Inc. Ali Tahami 69 College Street 429 Maeck Farm Road P.O. Box 6 Shelburne, VT 05482 Burlington, VT 05402-0006 Rosario Cannizzaro B & S Food Service 950 Shelburne Road 968 James Street South Burlington, VT 05403 Syracuse, NY 13203 938-950 Shelburne Rd, LLC Jolley Associates, LLC 950 Shelburne Road PO Box 671 South Burlington, VT 05403 St. Albans, VT 05478 Burlington Savings Bank Hannaford Brothers Co. PO Box 961009 PO Box 1000 Fort Worth, TX 76161-0009 Portland, ME 04104 Humane Society of Chittenden Co. Merchant's Bank 142 Kindness Court Merchants Properties, LLC PO Box 1009 South Burlington, VT 05403 Burlington, VT 05402 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 27th day of April , 2017 , a copy of the foregoing public notice for Conditional Use [type of application] 4 CU-17-05 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) See attached abutters list for Burlington Plaza Dated at Burlington [town/city], Vermont, this 27th day of April , 2017 Printed Name: Phone number and email Signature: Date: Joe Weith 802-862-1225; ith@whiteandburke.com 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 Burlington Plaza Abutters List Skipco, Inc. 793 Shelburne Road Irene Hinsdale, South Burlington, VT 05403 294 N. Winooski Ave. Burlington, VT 05401 Charles and Janet Perkins 80 South Cove Road Limoge Properties 833 QCP Rd, LLC Burlington, VT 05401 883 Queen City Park Rd, Suite 31 South Burlington, VT Monro Muffler Brake, Inc. 05403 200 Holleder Parkway. Rochester, NY 14615 Southland Enterprises, Inc. Ali Tahami 69 College Street 429 Maeck Farm Road P.O. Box 6 Shelburne, VT 05482 Burlington, VT 05402-0006 Rosario Cannizzaro B & S Food Service 950 Shelburne Road 968 James Street South Burlington, VT 05403 Syracuse, NY 13203 938-950 Shelburne Rd, LLC Jolley Associates, LLC 950 Shelburne Road PO Box 671 South Burlington, VT 05403 St. Albans, VT 05478 Burlington Savings Bank Hannaford Brothers Co. PO Box 961009 PO Box 1000 Fort Worth, TX 76161-0009 Portland, ME 04104 Humane Society of Chittenden Co. Merchant's Bank 142 Kindness Court Merchants Properties, LLC South Burlington, VT 05403 Burlington, Box 1009 Burlington, VT 05402 .� VERMONT State of Vermont Agency of Transportation 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 (H] 800-253-0191 ECE TiEt April 17, 2017 APR 2 0 2017 9�i VHB Attn: David Saladino, P.E., AICP 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403 RE: Jurisdictional Opinion, Burlington Plaza, South Burlington/ 19 V.S.A. § 1111 Dear Mr. Saladino: This jurisdictional opinion is written in response to your inquiry and the plan submittal received via e-mail on April 11, 2017. In accordance with 24 V.S.A. § 4416 and the applicability of 19 V.S.A. § 1111 jurisdiction concerning the improvement to the Burlington Plaza, located at 947 Shelburne Road, in South Burlington, we offer the following: • No physical work is proposed or required in the state highway right-of-way • The Traffic Impact Study, submitted with this request for a Jurisdictional Opinion, concludes that there is sufficient capacity at the Shelburne Road accesses, to accommodate projected traffic volumes , and VTrans agrees with this conclusion • This Jurisdictional Opinion takes the place of a Letter of Intent (LOI) for the purpose of 24 V.S.A. § 4416 If you have any further question about this matter, please contact me at (802) 279- 1152. Sincerely, /7,2 Craig S. Keller, P.E., Chief of Permitting Services Attachments cc: Ray Belair, Administrative Officer, City of South Burlington VSk south' n Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 4/17/2017 Comments Due: May 8th Project Description/Meeting Date: Site plan application #SP-17-22 of Martin Foods of South Burlington, LLC to amend a previously approved plan for a 107,650 sq. ft. shopping center. The amendment consists of redevelopment of the property to include: 1) new site lighting, 2) reconstruction of the parking lot to include curbed islands and landscaping, and 3) improved perimeter drive, 947 Shelburne Road. Meeting date is 5/16/17.