HomeMy WebLinkAboutSP-22-031 - Plans - Non-Record - 1068 Williston RoadINTERSTATE
89
Willis
t
o
n
R
d
.Dorset St.SITE
White
St.Patchen Rd.VT 116\\VHB.COM\GBL\PROJ\SBURLINGTON\57913.01 LARKIN HOLIDAY INN\CAD\LD\PLANSET\57913.01-COV 20 May 2022Owner/Applicant:VHB Project :vhb.comIssued for :Champlain School Apartments Partnership
410 Shelburne Road
Burlington, Vermont 05401
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
Feet0400800
Site Plans
Issued for
Date Issued
Latest Issue
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, VT
Draft Civil CDs
February 18, 2022
February 18, 2022
57913.01Act 250 Review Reference Drawings
No.Drawing Title Latest Issue
Sv-1 Boundary and Topographic Survey Plat 10/24/2019
VS100 Overall Public Right-of-Way Dedication and
Easement Plat 11/21/2019
VS101 Public Right-of-Way Dedication and
Easement Plat 11/21/2019
VS102 Public Right-of-Way Dedication and
Easement Plat 11/21/2019
VS103 Public Right-of-Way Dedication and
Easement Plat 11/21/2019
VS104 Public Right-of-Way Dedication and
Easement Plat 11/21/2019
C2.01 Proposed Site Plan 2/18/2022
C2.10 Vehicle Turning Movement Analysis Plan
AASHTO WB-40 (1990)7/29/2021
Sheet Index
No.Drawing Title Latest Issue
C1.00 Legend and General Notes 5/18/2022
C2.01 Proposed Site Plan 5/18/2022
C2.02 Proposed Site Plan - Phase 1A 11/21/2019
C2.03 Proposed Site Plan - Phase 2 11/15/2021
C3.01 Grading and Drainage Plan 5/18/2022
C4.01 Utility Plan 5/18/2022
C5.01 Roadway Profile Plan 7/29/2021
C6.01 Erosion and Sediment Control Plan 5/18/2022
C7.01 Site Details 1 5/18/2022
C7.02 Site Details 2 5/18/2022
C7.03 Site Details 3 5/18/2022
C7.04 Site Details 4 5/18/2022
C8.00 EPSC Narrative and Notes 11/21/2019
C8.01 EPSC Details 5/18/2022
L0.00 General Notes & Abbreviations 7/29/2021
L2.00 Landscape Layout & Materials 5/18/2022
L3.00 Landscape Details 7/29/2021
L3.01 Landscape Details 7/29/2021
L3.02 Landscape Details 7/29/2021
L4.00 Planting Plan Key 5/18/2022
L4.01 Planting Plan 5/18/2022
L4.02 Planting Plan 5/18/2022
L4.03 Landscape and Open Space 5/18/2022
L5.00 Planting Details 7/29/2021
L6.00 Lighting Plan 5/18/2022
L7.00 Phase 1A Plan 11/21/2019
L7.01 Phase 2 Plan 11/21/2019
SIAMESE CONNECTION
ACCESSIBLE CURB RAMP
ACCESSIBLE PARKING
VAN-ACCESSIBLE PARKING
COMPACT PARKING STALLS
DOUBLE YELLOW LINE
STOP LINE
CROSSWALK
PARKING COUNT
MAJOR CONTOUR
MINOR CONTOUR
STREAM / POND / WATER COURSE
SILT FENCE
DETENTION BASIN
RETAINING WALL
STOCKADE FENCE
STONE WALL
FENCE
TREE LINE
WIRE FENCE
PATH
WOOD GUARDRAIL
STEEL GUARDRAIL
GUY WIRE & ANCHOR
MATCHLINE
GUY POLE
HAND HOLE
PULL BOX
ELECTRIC MANHOLE
POST INDICATOR VALVE
TRANSFORMER PAD
TELEPHONE MANHOLE
UTILITY POLE
LIGHT POLE
ELECTRIC METER
GAS GATE
GAS METER
FIRE HYDRANT
WATER METER
BUILDING ENTRANCE
BOLLARD
DOUBLE SIGN
DUMPSTER PAD
SIGN
BUILDING
LOADING DOCK
MONOLITHIC CONCRETE CURB
LIMIT OF CURB TYPE
SAWCUT
EDGE OF PAVEMENT
BITUMINOUS CURB
CONCRETE CURB
WETLAND LINE WITH FLAG
LIMIT OF DISTURBANCE
FLOODPLAIN
Exist.Prop.
RIGHT-OF-WAY/PROPERTY LINE
CONSTRUCTION LAYOUT
TOWN LINE
ZONING LINE
BASELINE
BUILDING SETBACK
EASEMENT
PROJECT LIMIT LINE
PROPERTY LINE
SEWER MANHOLE CONCENTRIC
FLARED END SECTION
CURB STOP & BOX
TAPPING SLEEVE, VALVE & BOX
WATER VALVE & BOX
HEADWALL
DRAIN MANHOLE CONCENTRIC
PLUG OR CAP
TRENCH DRAIN
CLEANOUT
CATCH BASIN CONCENTRIC
MONITORING WELL
ELECTRIC
CABLE TV
FIRE ALARM
TELEPHONE
GAS
ROOF DRAIN
SEWER
OVERHEAD WIRE
WATER
DRAIN
UNDERDRAIN
CONSTRUCTION EXIT
HEAVY DUTY PAVEMENT
CONCRETE
TOP & BOTTOM OF WALL ELEVATION
TOP OF CURB ELEVATION
BORING LOCATION
TEST PIT LOCATION
BOTTOM OF CURB ELEVATION
SPOT ELEVATION
Prop.Exist.
RIPRAP
ABAN ABANDON
ACR ACCESSIBLE CURB RAMP
ADJ ADJUST
APPROX APPROXIMATE
BIT BITUMINOUS
BS BOTTOM OF SLOPE
BWLL BROKEN WHITE LANE LINE
CONC CONCRETE
DYCL DOUBLE YELLOW CENTER LINE
EL ELEVATION
ELEV ELEVATION
EX EXISTING
FDN FOUNDATION
FFE FIRST FLOOR ELEVATION
GRAN GRANITE
GTD GRADE TO DRAIN
LA LANDSCAPE AREA
LOD LIMIT OF DISTURBANCE
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
NTS 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
SWLL SOLID WHITE LANE LINE
TS TOP OF SLOPE
TYP TYPICAL
CB CATCH BASIN
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 SECTION
FM FORCE MAIN
F&G FRAME AND GRATE
F&C FRAME AND COVER
GI GUTTER INLET
GT GREASE TRAP
HDPE HIGH DENSITY POLYETHYLENE PIPE
HH HANDHOLE
HW HEADWALL
HYD HYDRANT
INV INVERT ELEVATION
I= INVERT ELEVATION
LP LIGHT POLE
PIV POST INDICATOR VALVE
PWW PAVED WATER WAY
PVC POLYVINYLCHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
R= RIM ELEVATION
RIM= RIM ELEVATION
SMH SEWER MANHOLE
TSV TAPPING SLEEVE, VALVE AND BOX
UG UNDERGROUND
UP UTILITY POLE
PARKING SETBACK
SILT SOCK / STRAW WATTLE
Legend Abbreviations
General
Utility
BUILDINGS
General
1.CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) 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.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR
TO THE START OF CONSTRUCTION.
4.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).
5.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES
(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE FOUR (4) INCHES LOAM AND SEED.
6.WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM
EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.
7.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.
8.UPON AWARD OF 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.
9.TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
10.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.
11.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES 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.
12.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE
RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.
13.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
14.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.
15.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VT DEC
CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM.
Utilities
1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED
THIS INFORMATION AS SHOWN ON THE PLANS. 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 PUBLIC 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 CONFLICT.
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
B.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
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, 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 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 CLASS 52 DUCTILE IRON AND SHALL BE ENCASED IN V-BIO POLY WRAP,
PER CWD SPECIFICATIONS.
B.SANITARY SEWER PIPES AND ROOF DRAIN PIPES SHALL BE SDR-35 POLYVINYL CHLORIDE (PVC)
SEWER PIPE
C.STORM DRAINAGE PIPES SHALL BE CORRUGATED HDPE
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.
8.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 BY THE UTILITY COMPANY AND AS
INDICATED ON THE ELECTRICAL DRAWINGS.
9.CONTRACTOR SHALL EXCAVATE AND 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.
11.ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN
WATER DISTRIC SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND
APPURTENANCES, CURRENT EDITION, HENCEFORTH THE CWD SPECIFICATIONS.
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.CURBING SHALL BE CAST IN PLACE CONCRETE WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE
PLANS.
3.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.
4.PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE 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.
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 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 PLANS IS 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
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, 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 AND 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 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 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
BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY A FIELD SURVEY CONDUCTED BY VHB.
THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON A FIELD SURVEY PERFORMED ON THE
GROUND BY VHB IN FALL OF 2017.
A.DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY: VHB.
B.FLAGS MARKING THE WETLANDS WERE LOCATED BY: VHB.
2.TOPOGRAPHY: ELEVATIONS ARE BASED ON NAVD 88.
3.TEST PIT LOCATIONS AND ELEVATIONS WERE PERFORMED BY VHB.
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.CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT
FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
3.SYMBOLS AND LEGENDS OF PROJECT FEATURES 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 SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FEATURES.
Notes
ELECTRIC VEHICLE PARKING
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved For Construction
July 29, 2021
27
57913.01
Legend and
General Notes
C1.00
1
SMW PBS
Act 250 Resubmission 02/13/2020 PBS1
WW Permit Submission 10/29/2021 PBS2
Act 250 Submission 11/17/2021 SMW3
WW Permit Resubmission 11/30/2021 PBS4
Local Submittal 05/18/22 PBS5
Pavement Section (all other paved areas)N.T.S.Source: VHBLD_430S1/16NOTESPAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THERESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.18" COMPACTEDGRAVEL 704.05ACOMPACTED SUBGRADESTANDARD DUTY FLEXIBLE PAVEMENT2" BITUMINOUS CONCRETE PAVEMENT TYPE II1 12" BITUMINOUS CONCRETE PAVEMENT TYPE IIIREVROADWAY GEOTEXTILE MIRAFI500X OR APPROVED EQUALCrosswalkN.T.S.Source: VHBLD_5531/16STOP LINE
(SEE PLANS)NOTES1.TWELVE INCH (12") LINES SHALL BE APPLIED IN ONE APPLICATION, NOCOMBINATION OF LINES (TWO - 6 INCH LINES) WILL BE ACCEPTED.2.LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE.3.ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTHAND PROPERLY ALIGNED.4.CROSS WALK SIDESLOPE SHALL NOT EXCEED 1.5%.ALIGN
8' (TYP.)2'
(MAX.)
2'
(TYP.)MAX. SLOPE 1.5%12" (TYP.)2'
(MAX.)4' (MIN.)12"CURBLINECURBLINEPainted Pavement Markings - On SiteN.T.S.Source: VHBLD_5541/16LANENOTES1.PAVEMENT MARKINGS TO BE INSTALLED FOR ONSITE WORK IN LOCATIONS SHOWN.4'2'4'1'(TYP.)2'(TYP.)4" WHITE PAINT (TYP.)17"10"17"3'-8"WHITE PAINT3'-0"3'-0"6'-0"4"5'-0"2'-2"2'-10"2'-0"3'-0"4"WHITE PAINT8'-0"7'-9"16"4"4" WHITE PAINT16"
(TYP.)
2'-0"12"LENGTH AS REQUIRED(SEE STRIPING PLAN)WHITE PAINTEDSTOP LINENOTES1.ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLEAREAS SHALL NOT EXCEED 1.5%.45°5'(MIN.) ORAS SHOWN ONPLANS9'(MIN.)SEE DETAILACCESSIBLE PARKINGSEE PLANS4'4'BLUE SKID-RESISTANTPAINT3" WIDTH(PAINTED WHITE)4" WIDTH(PAINTED WHITE)ACCESS AISLE4" WHITE LINES24" ON CENTER4" WIDTH(PAINTED WHITE)DETAILAccessible Parking SpaceN.T.S.Source: VHBLD_552W1/16Parking Sign Post - Type 'A'N.T.S.Source: VHBLD_7011/16*THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLESIGNAGE.*THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLESIGNAGE.*24"16" OR 12" DIA.CONCRETE SUPPORTLANDSCAPED AREA2 12" DIA. STEEL POST(PAINT COLOR SELECTEDBY ARCHITECT)TYPICAL SIGNCAP STEEL PIPE POST*7' (MIN.)* *REVNOTE:TYPE A SIGN POST SHALL BE USED FOR HANNAFORD TO-GO ANDACCESSIBLE PARKING SPACE SIGNSHandicap Parking Sign, MUTCD R7-8N.T.S.Source: VHBLD_6/18RESERVEDPARKINGDumpster PadN.T.S.Source: VHBLD_7101/16NOTES1.SIZE OF PAD TO BE AS INDICATED ON PLANS.2.CONSTRUCTION JOINTS SHALL BE SPACED NO MORE THAN 30 FEET ON CENTERAND SHALL BE EQUALLY SPACED OVER THE LENGTH AND WIDTH OF THE PAD.3.CONTRACTION JOINTS SHALL BE 1.5" DEPTH WITH MAXIMUM 12' SPACING.12"COMPACTEDSUBGRADECOMPACTEDGRAVELVTRANS704.05A12"3"6"4000 PSI CEMENTCONCRETE (TYPE II)6%(1.5%±) AIR ENTRAINED#4 @ 16"BOTH WAYS(CENTERED)BITUMINOUSCONCRETEPAVEMENTREVDumpster Pad w/ EnclosureN.T.S.Source: VHBLD_7131/16NOTES1.REFER TO PLAN FOR ACTUAL DIMENSION.PLAN VIEW11' (MIN.)2'-0"3"13'(MIN.)6"13' (MIN.)6"6"APPROACH APRONDOUBLE DOORSSCORE LINE (TYP.)6" CONCRETE PADPROPOSED ENCLOSURE BY OTHERS.COORDINATE WITH OWNER.3"6" STEEL BOLLARDBollard Mounted Parking Sign - Type 'B'N.T.S.Source: VHBLD_703S1/16*THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLESIGNAGE.*THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLESIGNAGE.****7' (MIN.)1'-9"3'-6"4'-0"6" COMPACTED GRAVEL24" DIA. CONCRETE ENCASEMENT(3000 PSI)FINISH GRADESURFACE TREATMENT VARIESYELLOW PLASTIC COVER6" DIA. STEEL PIPE FILLEDWITH CONCRETE2 12" DIA. STEELPOSTTYPICAL SIGNCAP STEEL PIPE POSTREVPEDESTRIAN SIGNALNOTES1.REFER TO STANDARD E-171A FOR TRAFFIC SIGNAL GENERAL NOTES.2.STEEL PEDESTAL POSTS AND BASES SHALL BE PAINTED FEDERAL BLACK, AFTERGALVANIZATION. UNLESS OTHERWISE NOTED IN THE PLANS. ALUMINUM POSTSAND BASES SHALL BE PAINTED BLACK.3.ALL PEDESTAL POLES WHICH ARE PROVIDED WITH A BREAKAWAY FEATURE SHALLCONFORM TO THE REQUIREMENTS OF THE AASHTO 1985 STANDARDSPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES,AND TRAFFIC SIGNALS, SECTION 7 AND SUBSEQUENT REVISIONS.4.REFER TO STD E-171C FOR PEDESTRIAN PUSH BUTTON ACCESSIBILITY DETAILS.5.PUSH BUTTON CONTROLS SHALL BE RAISED FROM OR FLUSH WITH THEIRHOUSINGS AND SHALL BE A MINIMUM OF 2' IN THE SMALLEST DIMENSIONS. THEFORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 lbf.6.SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER ANDDEPARTMENT OF PUBLIC WORKS PRIOR TO ORDERING.7.CONTRACTOR TO PROVIDE CONCRETE BASE IN ACCORDANCE WITHMANUFACTURERS REQUIREMENTS.3'-6"7' - 10'AUDIOSIGNALMINIMUM MOUNTING HEIGHTFOR AUDIO SIGNAL IS 8'PEDESTRIAN ASSEMBLY TOINCLUDE AUDIO SIGNALSREINFORCEMENT PLATEPEDESTAL ADAPTERSET SCREWSSTANDARD 4" PIPE POLE 4 1/2" O.D.9"x12" PEDESTRIANINSTRUCTION SIGNSEE STD. E-140PEDESTRIAN PUSH BUTTONMOUNTING SADDLE, PUSHBUTTON AND SIGN TO BEORIENTED AS SHOWN ONTHE PLAN OR AS DIRECTEDBY THE ENGINEER.Traffic Control Signals Pedestal Post MountedN.T.S.Source: VTRANSSTD_E-17011/99PEDESTAL POLE INSTALLATIONWood GuardrailN.T.S.Source: VHBLD_45010/202'-7"4"7'-0"2'-0"3'-8"FINISHEDSURFACECURB4"X10" WOOD RAIL6"X8" WOODPOSTS @4'-0" O.C.BUTT JOINT (TYP.)4'-0" O.C.6"8"2- 58" GALVANIZEDCARRIAGE BOLTSPER POST PER RAIL2-58" GALVANIZEDCARRIAGE BOLTSPER POST PER RAILREV12"ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
Date40 IDX Drive, Building 100Suite 200South Burlington, VT 05403Holiday InnRedevelopment1068 Williston Rd.South Burlington, VermontReviewNot Approved For ConstructionJuly 29, 20212757913.01Site Details 2C7.0210CHSPBSAct 250 Submission11/17/2021SMW1Local Submittal05/18/22PBS2
Typical Section - Stormtech SC 310 SystemN.T.S.Source: VHBLD_11/1618" MIN*8' MAX12" MIN12" TYP34"6" MINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILE (ORAPPROVED EQUAL) ALL AROUNDCLEAN, CRUSHED, ANGULAR STONEIN A & B LAYERS16"*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERERUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm).EXISTING NATIVE SUBGRADESC-310 END CAPPAVEMENT LAYER (DESIGNED BYSITE DESIGN ENGINEER)DCBANOTE:1.FOR ALL SYSTEMS INSTALL ISOLATOR ROW GEOTEXTILE IN ACCORDANCE WITH MANUFACTURERS GUIDANCE. INSTALL ISOLATOR ROWS AS SHOWN ON SYSTEM PLAN VIEWS.2.THE CONTRIBUTING DRAINAGE AREA TO EACH SYSTEM SHALL HAVE DENSE AND VIGOROUS VEGETATIVE COVER, AND SHALL RECEIVE FINAL STABILIZATION PRIOR TO ACCEPTING RUNOFF.STORMTECH SC-310 CHAMBER(TYP)Storm Drain TrenchN.T.S.Source: VHBLD_1/1611NOTES1.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTIONBASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, PLACE TRENCHBACKFILL WITH MATERIALS SIMILAR TO THE SPECIAL SECTIONREQUIREMENTS.2.BEDDING TO PROVIDE A FIRM, STABLE, CONTINUOUS, AND UNIFORMSUPPORT FOR THE FULL LENGTH OF THE PIPE.3.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER THE PIPETO ENSURE PIPE IS NOT DAMAGED4.WHERE COVER OVER TOP OF ROOF DRAIN PIPE IS LESS THAN 5', PIPESHALL BE INSULATED WITH 2" OF EXTRUDED POLYSTYRENEINSULATION BOARD OF 4' MIN. WIDTH CENTERED ON PIPE. VERIFYFINAL INSULATION THICKNESS WITH ENGINEER PRIOR TO PLACEMENT.DEPTH VARIESCOMPACTED BEDDINGHAND TAMPED HAUNCHINGDEPTH AND SURFACETREATMENT VARIESCOMPACTEDSUBGRADE12"(MIN.)6"(MIN.)PIPEDIA.12"COMPACTEDBEDDING5'-0" MAXIMUM VARIES SAWCUTCOMMON FILL/ORDINARY BORROWPAVED AREASEE APPLICABLEPAVEMENT SECTIONLANDSCAPED AREASAND BLANKET,VAOT ITEM 703.03A34" CRUSHED STONE,VAOT ITEM 704.02BNOTES1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.2.PROVIDE FLEXIBLE WATERTIGHT BOOTED CONNECTION AT ALL PIPE PENETRATIONS3.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER.4.CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITHPRECAST CONCRETE RISER RINGS, MAX 12"FINISH GRADESEE NOTE 4OUTLET SEE NOTE 2.34" CRUSHED STONE,VAOT 704.02B8"24"8"48" MIN. DIAMETERDIMS.VARIESCONCENTRICCONE SECTIONSEE ALTERNATIVETOP SLABRISERSECTION(S)AS REQUIREDMONOLITHICBASE SECTION12"(TYP)4' (MIN)24" SQUAREOPENING (TYP)48" MIN. DIAMETER8"(MIN)12"Deep Sump Catch Basin (CB)N.T.S.Source: VHBLD_1001/16REVALTERNATIVE TOP SLABNOTE 3COMPACTEDSUBGRADE12"Drain Manhole (DMH)N.T.S.Source: VHBLD_1151/16NOTES1.ALL SECTIONS SHALL BE DESIGNED FORHS-20 LOADING. DIAMETER OF STRUCTURESSHALL BE COORDINATED WITH PIPECONFIGURATIONS.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULL DEPTHOF THE STRUCTURE.3.PROVIDE FLEXIBLE WATERTIGHT BOOTEDCONNECTION AT ALL PIPE PENETRATIONS.4.JOINT SEALANT BETWEEN PRECAST SECTIONSSHALL BE PREFORMED BUTYL RUBBER.5.DRAIN MANHOLE FRAME AND COVER SHALLBE SET IN FULL MORTAR BED. ADJUST TOGRADE WITH PRECAST CONCRETE RISERRINGS, MAX 12"34" CRUSHED STONE VAOT 704.02BCOMPACTED SUBGRADESEE NOTE 3.DI
A
.
V
A
R
I
E
S SEE NOTE 5.SEE NOTE 4.OUTLETFINISHGRADESTEPS, SEENOTE 2.12"(TYP.)12"(TYP.)RISERSECTION(S)AS REQ'D.8"8"MONOLITHICBASE SECTIONALTERNATE TOP SLABECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB24" DIA.ACCESS24" DIA.ACCESS12"48" DIA. (MIN.)8"(MIN.)DIA.VARIES48" DIA. (MIN.)REV6" MIN.Stormtech 6" Inspection Port DetailN.T.S.Source: VHBLD_1/17FINAL FILL: INITIAL FILL: ¹¹EMBEDMENT STONE: ¹FOUNDATION STONE:¹Acceptable Fill Materials: Stormtech Chamber SystemsN.T.S.Source: VHBLD_11/16Stormtech SC-310 - System #1 SchematicN.T.S.Source: VHBLD_12/16SYSTEM LAYOUT108SC-31012SC-310132'±Stormtech SC-310 - System #2 SchematicN.T.S.Source: VHBLD_12/16SYSTEM LAYOUT120SC-31020SC-31089'±35'±Dry SwaleN.T.S.Source: VHBLD_REV1.00'1.00'10"10"1' APPROVED NATIVE SOIL ORASTM C33 CONCRETE SANDUNDISTURBED NATIVE SOILREFER TO PLANSPLANTING SOIL30" TALL CONCRETECURB. SET IN 6" MIN.CONCRETE BEDASSORTEDPLANTINGS. SEELANDSCAPEPLANPROPOSED PLAZASURFACE AND SUBBASE12" DUCTILE IRON DOMEGRATE WITH PVC ADAPTERFOR 8" PVC VERTICAL PIPE8" DIA. PVC9" MIN. FOR SYSTEM #112" MIN. FOR SYSTEM #2INSPECTION PORT (TYP)OIL/DEBRISTRAPInfiltration TrenchN.T.S.Source: VHBLD_REV22"8"CLEAN WASHEDCRUSHED STONE 34" - 2"UNDISTURBEDNATIVE SOILEXISTING SLABFOUNDATION4" PERFORATEDSDR 35 PVC PIPE6" MIN.2"-6" ROUNDEDRIVER STONE ORAPPROVED EQUAL2.0'18"6" MIN.4.5'11FILTER FABRIC MIRAFI140N OR APPROVEDEQUAL, ALL AROUNDCRUSHED STONEALTERNATIVE ECCENTRIC CONE SECTIONALTERNATIVE TOP SLABFINISH GRADESEE NOTE 4NOTE 3OUTLETSEE NOTE 2COMPACTEDSUBGRADE8"24"8"48" MIN. DIAMETERDIMS.VARIESCONCENTRICCONE SECTIONSEE ALTERNATIVETOP SLABRISERSECTION(S)AS REQUIREDMONOLITHICBASE SECTION12"(TYP)2' (MIN)12"24" SQUAREOPENING (TYP)48" MIN. DIAMETER8"(MIN)12"Catch Basin (CB)N.T.S.Source: VHBLD_10011/19REV21.5±'NOTES1.ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.2.PROVIDE FLEXIBLE WATERTIGHT BOOTED CONNECTION AT ALL PIPE PENETRATIONS3.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER.4.CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITHPRECAST CONCRETE RISER RINGS, MAX 12"34" CRUSHED STONE,VAOT 704.02B6"6"3,000 PSI CONCRETESETTING BEDofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
Date40 IDX Drive, Building 100Suite 200South Burlington, VT 05403Holiday InnRedevelopment1068 Williston Rd.South Burlington, VermontReviewNot Approved For ConstructionJuly 29, 20212757913.01Site Details 3C7.0311SMWPBSAct 250 Submission11/17/2021SMW1DEC Submittal01/12/2022PBS2Local Submittal05/18/22PBS3
Waterline TrenchN.T.S.Source: VHBLD_1/1611NOTES1.COMPACTION REQUIREMENTS: (STANDARD PROCTOR METHOD),90% OF MAXIMUM DENSITY WHEN TRENCH EXCAVATIONOCCURS ON A CROSS-COUNTRY ROUTE, 95% OF MAXIMUMDENSITY WHEN TRENCH EXCAVATION OCCURS IN TRAVELEDWAYS COMPACTED IN 12" LIFTS.2.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.3.BEDDING TO PROVIDE A FIRM, STABLE, CONTINUOUS, ANDUNIFORM SUPPORT FOR THE FULL LENGTH OF THE PIPE.4.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER THEPIPE TO ENSURE PIPE IS NOT DAMAGED5.FOUR-INCH (4") AND SIX-INCH (6") DI PIPE SHALL HAVE NO LESSTHAN TWO (2) BRONZE WEDGES INSTALLED AT EACH JOINT.EIGHT-INCH (8") AND LARGER DI PIPE SHALL HAVE NO LESSTHAN THREE (3) BRONZE WEDGES INSTALLED AT EACH PIPEJOINT.DEPTH VARIESCOMPACTED BEDDINGHAND TAMPED HAUNCHINGWARNING TAPEDEPTH AND SURFACETREATMENT VARIES UNDISTURBED SUBGRADE12"(MIN.)12"(MIN.)PIPEDIA.12"6'-0" MINIMUMCOMPACTEDBEDDINGSAWCUTCOMPACTED GRANULAR FILLCOMMON FILL/ORDINARY BORROW, SEE NOTE 1PAVED AREASEE APPLICABLEPAVEMENT SECTIONLANDSCAPED AREASAND BLANKET,VAOT ITEM 703.03A34" CRUSHED STONE, VAOT ITEM 704.02B INWET AREAS. SAND BLANKET VAOT ITEM 703.3AELSEWHERE. AS DETERMINED BY THE ENGINEERWATER & SANITARY UTILITY CROSSINGSPARALLEL INSTALLATION18"(MIN.)10'-0" (MIN.)Water/Sewer SeparationN.T.S.Source: VHBLD1/16WHERE SEWER CROSSES OVER WATER, PLACETHE CENTER OF BOTH PIPES AT CROSSING PIPEAND ENCASE THE TWO SEWER PIPE JOINTSNEAREST THE CROSSING IN CONCRETE OR THESEWER PIPE SHALL BE WATER PRESSURE PIPEMATERIAL, OR EQUAL AND SHALL BE PRESSURETESTED TO ENSURE WATER TIGHTNESSSEWER MAINOR LATERALWATER MAINOR SERVICEWATER MAINOR SERVICECENTER A FULL LENGTH/STICK OF SEWER PIPEWHERE WATER MAIN CROSSING OCCURS.Concrete Thrust BlockN.T.S.Source: VHBLD_2601/1611NOTES1.PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES,AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDEANCHOR RODS AT VERTICAL BENDS AND GATE VALVES.2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.3.CONCRETE SHALL BE 3,000 PSI-TYPE I.22UNDISTURBEDSOILGHIDEFCJBPlanSECTION 1-1PLANSECTION 2-2TEESTABLE OF DIMENSIONSTEESGHIJTEESGHIJ6"X6"X6"12"24"24"18"12"X12"X6"12"24"24"18"8"X8"X6"""""12"X12"X8""""24"8"X8"X8""""24"12"X12"X12""36""36"TABLE OF DIMENSIONSBENDSBCDEFBENDSBCDEF6" 11 14°8"15"12"24"12"6" 45°8"30"12"24"14"6" 22 12°"19"""13"6" 90°"30"""27"8" 11 14°"20"""12"8" 45°"30"""24"8" 22 12°"22"""17"8" 90°"38"""36"12" 11 14°"30"""15"12" 45°"40"""40"12" 22 12°"35"""25"12" 90°"60"""52"UNDISTURBEDSOILBENDSSewerline TrenchN.T.S.Source: VHBLD_1/1611NOTES1.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGHDETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS,PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THESPECIAL SECTION REQUIREMENTS.2.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.3.BEDDING TO PROVIDE A FIRM, STABLE, CONTINUOUS, ANDUNIFORM SUPPORT FOR THE FULL LENGTH OF THE PIPE.4.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER THEPIPE TO ENSURE PIPE IS NOT DAMAGEDDEPTHVARIESCOMPACTED BEDDINGHAND TAMPED HAUNCHINGWARNING TAPEDEPTH AND SURFACETREATMENT VARIESUNDISTURBEDSUBGRADE12"(MIN.)6"(MIN.)PIPEDIA.12"COMPACTEDBEDDING5'-0"MAXIMUMVARIESSAWCUTCOMPACTED GRANULAR FILLCOMMON FILL/ORDINARY BORROWPAVED AREASEE APPLICABLEPAVEMENT SECTIONLANDSCAPED AREASAND BLANKET,VAOT ITEM 703.03A34" CRUSHED STONE,VAOT ITEM 704.02BCleanout - Paved AreaN.T.S.Source: VHBLD_3031/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45°PVC BEND AT END OF LINEWYE CONNECTION FOR IN-LINE12"6"PVCCONCRETE COLLAR6"THREADED PLUGRING & COVERFINISH GRADEAT PAVEMENTSanitary Sewer Manhole (SMH)N.T.S.Source: VHBLD_200-VT1/16NOTES1.STRUCTURES SHALL BE PRECAST CONCRETE,DESIGNED FOR HS-20 LOADING.2.POLYPROPYLENE "DROP-FRONT" MANHOLESTEPS, CAST IN PLACE, SHALL BE INSTALLED AT12" O.C. FOR THE FULL DEPTH OF THESTRUCTURE.3.EXTERIOR SURFACES SHALL BE GIVEN TWOCOATS OF BITUMINOUS WATER- PROOFINGMATERIAL.4.JOINT SEALANT BETWEEN PRECAST SECTIONSSHALL BE A DOUBLE LAYER OF PREFORMEDBUTYL RUBBER.5.STANDARD SEWER MANHOLE FRAME ANDCOVER SHALL BE SET IN FULL MORTAR BED.ADJUST TO GRADE WITH MAX 12" PRECASTCONCRETE RISER RINGS.(STEEL REINFORCED FOR HS-20 LOADING)COMPACTED SUBGRADE3/4" CRUSHED STONE, VAOT 704.02BFORMED CONCRETE SHELF ANDINVERT. SHELF SLOPED TOWARDSINVERT AT SLOPE OF 1"/FOOT12"MIN.DIA.VARIESOUTLETFLEXIBLE WATERTIGHT NITRILEGASKET OR SLEEVESEE NOTE 4.SEENOTE 3.12"(TYP.)MONOLITHICBASE SECTIONRISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB48" DIA. MANHOLE (MIN.)STEPS, SEENOTE2.SEENOTE 5.FINISHGRADE8"30" DIA.ACCESS8"48" DIA. MANHOLE12"8"30" DIA.ACCESSALTERNATE TOP SLAB℄11Proposed Street Typical Cross SectionN.T.S.Source: VHBLD_9/19WIDTH VARIES(6' MIN)WIDTH VARIES(5' MIN)2" BITUMINOUS CONCRETEPAVEMENT - TYPE III3" BITUNMINOUS CONCRETEPAVEMENT - TYPE II24" DENSE GRADEDCRUSHED STONE 704.066" CRUSHED GRAVEL.704.05A FINE6" THICKCONCRETESIDEWALKMINIMUM 24"GEOTEXTILE OVERLAPWIDTH VARIESTURNING LANE/ON-STREET PARKING11' TRAVEL LANE11' TRAVEL LANECONCRETE CURB(TYP. SEE DETAIL)S=1/3"/FTS=1/3"/FT12"ROW WIDTH VARIESFUTUREMULTI-USEPATH6" TOPSOIL& SEEDSTREET CROSS SECTION NOTES:1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY PUBLIC WORKS SPECIFICATIONS, THE VERMONTSTATE STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND THE APPROVED ENGINEERING PLANS ANDSPECIFICATIONS.2.EMULSION WILL BE PLACED ON THE FACE OF THE CURB WHERE IT WILL BE IN CONTACT WITH THE PAVEMENT.3.EMULSION WILL BE PLACED BETWEEN THE BASE AND FINISH COATS OF PAVEMENT WHEN THE FINISH COURSE ISNOT PLACED IMMEDIATELY AFTER THE BASE COURSE PLACEMENT.S=2%GEOTEXTILE FOR ROADBEDSEPARATOR (MIRAFI 500X)NOTES1.CONDUITS SHALL BE CONCRETE ENCASEDWHERE IDENTIFIED ON THE SITE PLANS, ANDUNDER THE FOLLOWING CONDITIONS:1.1.AT WATER CROSSINGS (I.E. BROOKS,STREAMS, ETC.)1.2.AT CROSSING OF WATER, SEWER, ANDGAS PIPELINES FOR 10 FEET ON EITHERSIDE.1.3.WHEN UNDER THE TRAVELED WAY OFCITY STREETS, TOWN HIGHWAYS,DRIVEWAYS, ETC.1.4.WHEN WITHIN 20 FEET OF TANKSCONTAINING FUEL OR SOLVENTS.2.ALL TRENCHES AND ELECTRICAL CONDUITSSHALL BE APPROVED BY UTILITY INSPECTORPRIOR TO BACKFILLING OF TRENCHES.3.ALL TRENCHES SHALL BE 18" MIN. WIDTH.BACKFILL OVER THE TRENCH SHALL BECLEAN, FINE SAND OR GRAVEL THAT PASSES1" SIEVE, AND COMPACTED IN LIFTS FORTHE FULL BURIAL DEPTH.4.MOUNDING THE TRENCH IS NOT ALLOWEDTO ACHIEVE BURIAL DEPTH.5.ALL CONDUITS SHALL BE SCHEDULE 40 PVC.6.PROVIDE 4" MIN. CONCRETE COVER TOOUTSIDE OF PIPE, BETWEEN ALL CONDUITS,AND BETWEEN CONDUITSAND SOIL.Concrete Encased Electrical TrenchN.T.S.Source: VHBLD_VT2/20T/CT/CT/CT/CEE4"MIN12"
MIN
4"
MIN
3,000 PSI CONCRETEENCASEMENT36"
MIN BURY DEPTH
3" DIA. TELEPHONEAND CABLE CONDUITS5" DIA. ELECTRICALCONDUITSANCHOR TEE OR TEEW/ FOSTER ADAPTERTHRUST BLOCK3/4" CRUSHED STONEMINIMUM 12" THICK6" DI PIPEW/ MEGA-LUG GLANDSTHRUST BLOCKUNDISTURBED EARTHPAVING RISER INROADWAYSADJUSTABLE IRON VAVLE BOXW/ COVER MARKED "WATER"NOTES1.ALL FITTINGS ARE TO HAVE WEDGE STYLE RETAINER GLANDS.2.PRIOR TO POURING THRUST BLOCKS ALL FITTINGS ARE TO BEWRAPPED WITH 4mil. POLYETHYLENE.3.THE ABOVE OWNERSHIP LINE REFERENCES HYDRANTS ONCWD TRANSMISSION MAINS. REFER TO SPECIFICATIONS FORMORE INFORMATION.PRECAST CONCRETE BLOCKW/ 8 SF BEARING SURFACEIS ACCEPTABLEPLUG HYDRANT DRAIN6" M.J. RESILIENT WEDGEGATE VALVE6" DI CL52GRADE6'BREAKAWAY FLANGEFIRE HYDRANT(PER SPECS.)HYDRANT FLAG4' GALVANIZED SPRING FLAGW/ REFLECTIVE BANDS15" - 21"2" - 6"CITY OWNED
MUNICIPALITY OWNEDHydrant AssemblyN.T.S.Source: CWDA-166/19Catch Basin (CB) With Oil/Debris TrapN.T.S.Source: VHBLD_1011/16INVERTNOTES1.ALL SECTIONS SHALL BE DESIGNED FORHS-20 LOADING.2.PROVIDE OPENINGS FOR PIPES WITH 2"MAX. CLEARANCE TO OUTSIDE OF PIPE. ALLPIPE SHALL BE CAST IN PLACE NITRILERUBBER BOOT CONNECTIONS.3.JOINT SEALANT BETWEEN PRECASTSECTIONS SHALL BE PREFORMED BUTYLRUBBER.4.CATCH BASIN FRAME AND GRATE SHALL BESET IN FULL MORTAR BED. ADJUST TOGRADE WITH PRECAST RISER RINGS, 12"MAX.DIA.VARIES12"(TYP.)MONOLITHICBASE SECTIONRISERSECTION(S)AS REQD.CONCENTRICCONE SECTIONSEE ALTERNATETOP SLAB4' (MIN.)48" DIA. (MIN.)ALTERNATE TOP SLABCOMPACTEDGRAVELCOMPACTEDSUBGRADESEE NOTEOUTLETSEE NOTE 3.OIL/DEBRISTRAPSEE NOTE 4.FINISH GRADE48" DIA. (MIN.)24" SQUAREOPENING (TYP.)8"MIN.12"12"8"24"8"24"(MIN.)NOTES1.ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLEDIN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICTSPECIFICATIONS AND DETAILS FOR THE INSTALLATION OFWATER LINES AND APPURTENANCES, CURRENT EDITION.COMPACTED SUBGRADEAsphalt Multi-Use PathN.T.S.Source: VHBLD_6/1812"3" BITUMINOUS ASPHALT PAVEMENT1.5" TYPE III1.5" TYPE II8'18" COMPACTED GRAVELVTRANS 704.05A FINEREVROADWAY GEOTEXTILEMIRAFI 500X OR APPROVED EQUAL12"Light Pole Foundation Detail (Up to 25' Pole)N.T.S.Source: VHBLD_3101/16BOLT LAYOUT& MOUNTINGPROCEDURE ASPER MFG. SPECS#5 REBAR#3 REBARCONDUIT AND GROUND RODCONNECT TO INSIDE METAL POLESEE ELECTRICAL PLAN FOR SIZE5000 PSI TYPE IICONCRETE CEMENT2" TYP. COVERFINISH GRADE (MATERIALS VARY)4-#5 VERTICAL-EQ. SPACED#3 HORIZONTAL TIES @ 12" C.C.1" CHAMFERLIGHT POLE & ANCHORINGSYSTEM BY MFG.2'-0" (MIN.)6'-0"
2'-6" WITHIN VEHICLE AREAS
0'-6" IN LANDSCAPE AREAS PROVIDE BASE COVERAS FURNISHED BYPOLE MFG.COMPACTED ORUNDISTURBEDSUBGRADESECTIONPLAN24" (MIN.)Light Pole Foundation Detail (Up to 15' Pole)N.T.S.Source: VHBLD_310A1/16BOLT LAYOUT& MOUNTINGPROCEDURE ASPER MFG. SPECS#5 REBAR#3 REBARCONDUIT AND GROUND RODCONNECT TO INSIDE METAL POLESEE ELECTRICAL PLAN FOR SIZE5,000 PSI CONCRETE,TYPE II CEMENT2'-0" (MIN.)COMPACTED ORUNDISTURBEDSUBGRADESECTIONPLAN 2" TYP. COVERFINISH GRADE (MATERIALS VARY)4-#5 VERTICAL-EQ. SPACED#3 HORIZONTAL TIES @ 12" C.C.1" CHAMFERLIGHT POLE & ANCHORINGSYSTEM BY MFG.2" COVERON REBAR4'-0"
2'-6" WITHIN VEHICLE AREAS
0'-6" IN LANDSCAPE AREAS
24"
(MIN.)PROVIDE BASE COVERAS FURNISHEDBY POLE MFG.ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
Date40 IDX Drive, Building 100Suite 200South Burlington, VT 05403Holiday InnRedevelopment1068 Williston Rd.South Burlington, VermontReviewNot Approved For ConstructionJuly 29, 20212757913.01Site Details 4C7.0412SMWPBSWW Permit Submission10/29/2021SMW1Local Comments11/15/2021SMW2Act 250 Submission11/17/2021SMW3WW Permit Resubmission11/30/2021PBS4Local Submittal05/18/22PBS5
Block and Gravel Drop Inlet Protection (Paved Areas)N.T.S.Source: VHBLD_676-VT1/16Dewatering Filter BagN.T.S.Source: VHBLD_6911/16NOTE: LIMIT ONE DISCHARGE HOSE PER BAGFILTER BAGFILTER BAGNOTES1.BAG TO BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.2.CONTRACTOR MAY PROPOSE ALTERNATE DEWATERING SYSTEM FOR REVIEW ANDAPPROVALCROSS-SECTIONPLAN VIEW4' (MAX.)10' (MIN.)GROUNDSURFACEFILTER FABRICPUMP DISCHARGEHOSEHOSE CLAMPNON-WOVENTEXTILE13' (MIN.)15' (MIN.)SET ONFILTERFABRICHOSE CLAMPSECUREDISCHARGE HOSEPUMP DISCHARGEHOSEFLOWNOTES1.FILTER SOCK SHALL BE FILTREXX SILTSOXX, OR APPROVED EQUAL.2.FILTER SOCK SHALL BE ANCHORED WITH GRAVEL BAGS.3.FILTER SOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLYAS NEEDED.4.IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BECOLLECTED AND DISPOSED OF OFFSITE.TOP OFGROUNDBIODEGRADABLEMESH NETTINGWOOD CHIP FILLEDFILTER SOCK (12" TYP.)REVWORK AREAProject Demarcation - Barrier Mesh Tape or RopeN.T.S.Source: VHBLD_VT08/164' (MIN.)GRADE STAKE (TYP)NOTES1.BARRIER MESH TAPE OR ROPE SHALL BE INSTALLED ALONG THEPERIMETER OF THE PROJECT AREA TO DEMARCATE THE LIMIT OFDISTURBANCE. NO EARTHWORK OR STORAGE OF MATERIALS SHALL BECONDUCTED BEYOND THIS LIMIT WITHOUT PRIOR APPROVAL FROM THEOSPC.2.USE 3" ORANGE BARRIER MESH TAPE OR 1/2" YELLOW POLYPROPYLENEROPE.3.WITHIN 50' OF WATER RESOURCE AREAS, USE 2-3 ROWS OF TAPE ORROPE. BEYOND 50' OF WATER RESOURCE AREAS USE 1 ROW OF TAPE ORROPE.4.TAPE OR ROPE MAY BE FASTENED TO STAKES, TREES, OR OTHERAPPROPRIATE FIXED OBJECTS.5.PROJECT DEMARCATION SHALL NOT CROSS ACTIVE ACCESS ROUTES(E.G. ROADS). PROJECT DEMARCATION MAY CROSS RESOURCES AREASWITH EXCEPTION OF LARGER WATER BODIES WHERE IT IS NOT FEASIBLEOR ADVISABLE.6.PROJECT DEMARCATION SHALL REMAIN IN PLACE AND BEMAINTAINED/REPLACED AS NEEDED UNTIL FINAL STABILIZATION IN THEAREA HAS BEEN ACHIEVED.Stabilized Construction ExitN.T.S.Source: VHBLD_682-VT1/163'5:1PLAN VIEWCROSS-SECTION1 12" CRUSHED STONEFILTERFABRICMOUNTABLE BERMEXISTINGPAVEMENT50' (MIN.)SITE8" (MIN.)25'(MIN.)10'10'EXISTENCEPAVEMENT10' (MIN.)50' (MIN.)SITENOTES1.AGGREGATE SIZE: USE A MATRIX OF 1 TO 4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETEEQUIVALENT.2.LENGTH: NOT LESS THAN 50 FEET (EXCEPT ON SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUMLENGTH APPLIES)3.THICKNESS: NOT LESS THAN EIGHT (8) INCHES4.WIDTH: TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHEREINGRESS OR EGRESS OCCURS. TWENTY-FIVE (25) FOOT MINIMUM IF THERE IS ONLY ONE ACCESS TOTHE SITE.5.GEOTEXTILE MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE6.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION EXITS SHALL BE PIPEDBENEATH THE EXIT. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BEPERMITTED.7.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWINGOF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED ORTRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.8.WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE ANDWHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMITREQUIREMENTS.FLOWNOTES1.WOVEN WIRE FENCE REINFORCEMENT IS REQUIRED WITHIN 50 FT UPSLOPE OF RECEIVING WATERS.2.WHERE REQUIRED FENCE SHALL BE WOVEN WIRE, MIN. 14 GAUGE WITH A 6" MESH OPENING SHALL BEUSED.3.FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUIVALENT.4.POST SPACING FOR WIRE BACKED FENCE SHALL BE 10 FT. MAX. FOR FILTER CLOTH FENCE WHENELONGATION IS >50%, POST SPACING SHALL NOT EXCEED 4 FT. FOR FILTER CLOTH FENCE WHENELONGATION IS <50%, POST SPACING SHALL NOT EXCEED 6 FT.5.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY 6 INCHESAND FOLDED.6.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT.7.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHESHALF OF FABRIC HEIGHT.8.SILT FENCE SHALL NOT BE USED TO DEMARCATE LIMITS OF DISTURBANCE.9.AREA DRAINING TO SILT FENCE SHALL NOT EXCEED 14 ACRE PER 100 LFSilt Fence/ Reinforced Silt Fence BarrierN.T.S.Source: VHBLD_650-VT08/16PLACE 4" OF FABRICALONG TRENCH AWAYFROM PROTECTED AREABACKFILL AND COMPACT6" MIN.EMBEDMENTABABWOOD STAKEJOINT DETAILSTAPLESTAPLE16" (MIN.)
20" (MIN.)WORKAREAPROTECTEDAREAUNDISTURBEDAREATOP OFGROUNDSILT FENCE1 12" X 1 12" X 4' WOOD STAKEOR APPROVED EQUALMULCH MATERIAL AND APPLICATIONMULCH MATERIALQUALITY STANDARDSPER 1,000 SQ-FTPER ACREDEPTH OFAPPLICATION1.APPLY TACKIFIER AS NEEDED TO MINIMIZE POTENTIAL FOR MULCH TOBLOW AWAY.2.MULCH MUST NOT CONTAIN INVASIVE PLANT SPECIES. (SEEDS ORSEEDLINGS)3.TACKIFIER MAY BE WATER, NETTING, OR SIMILAR.4.OTHER THAN EROSION CONTROL MIX, MULCH IS NOT TO BE INSTALLEDON SLOPES > 3:1.Mulching Notes and SpecificationsN.T.S.Source: VHBLD_VT08/16TEMPORARY SEEDING1.AREA TO BE SEEDED MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE.2.SEEDING METHOD TO RESULT IN GOOD SOIL TO SEED CONTACT.3.AFTER SEEDING, MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/AC (APPROX 90 LBS/1,000 SF OR 2BALES/1,000 SF); SEE MULCH DETAIL AND SPECIFICATIONS.4.MULCH ANCHORING MAY BE NEEDED WHERE WIND OR AREAS OF CONCENTRATED WATER ARE POSSIBLE.5.WOOD FIBER HYDROMULCH OR OTHER SPRAYABLE PRODUCTS APPROVED FOR EROSION CONTROL MAY BEUSED IF APPLIED ACCORDING TO MANUFACTURERS' SPECIFICATIONS.PERMANENT SEEDING1.SEE SEEDDING SPECIFICATIONS FOR RECOMMENDED SEED MIXES. USE RIPARIAN AND WETLAND SEEDING MIXWITHIN 50 FEET OF STREAM CROSSINGS AND IN DISTURBED WETLAND AREAS. USE UPLAND NATURALCOMMUNITY MIX WITHIN AREAS IDENTIFIED AS SIGNIFICANT NATURAL COMMUNITIES. USE PERMANENTSEEDING MIX FOR ALL OTHER DISTURBED.UPLAND AREAS. SEE VERMONT STANDARDS AND SPECIFICATIONSFOR EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL SEED MIXTURES.2.AREA TO BE SEEDED MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE; CHISELING OR DISKING MAYBE NEEDED IF SOIL IS COMPACTED.3.SEEDING METHOD TO RESULT IN GOOD SOIL TO SEED CONTACT.4.PERMANENT SEEDING TO OCCUR PRIOR TO SEPTEMBER 15TH UNLESS WEATHER PERMITS SEEDING BEYONDSEPTEMBER 15TH.5.AFTER SEEDING, MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/AC (APPROX 90 LBS/1,000 SF OR 2BALES/1,000 SF); SEE MULCH DETAIL AND SPECIFICATIONS.6.MULCH ANCHORING MAY BE NEEDED WHERE WIND OR AREAS OF CONCENTRATED WATER ARE POSSIBLE.7.WOOD FIBER HYDROMULCH OR OTHER SPRAYABLE PRODUCTS APPROVED FOR EROSION CONTROL MAY BEUSED IF APPLIED ACCORDING TO MANUFACTURERS' SPECIFICATIONS.8.IRRIGATION MAY BE NEEDED TO FACILITATE GRASS GROWTH AND ESTABLISH ADEQUATE GRASS COVER.TEMPORARY SEEDING MIXTYPESEASONRATE (LBS/ACRE)PERMANENT SEEDING MIX*TYPESEASONRATE (LBS/ACRE)Seeding Notes and SpecificationsN.T.S.Source: VHBLD_VT08/16Siltsock - Erosion Control BarrierN.T.S.Source: VHBLD_6581/16PROTECTED AREANOTES1.LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING.FOUNDATION SHALL BE 2" MINIMUM BELOW THE REST OF THE INLET AND BLOCKS SHALL BEPLACED AGAINST THE INLET FOR SUPPORT.2.CONCRETE BLOCKS SHOULD BE PLACED LENGTHWISE ON THEIR SIDES IN A SINGLE ROWAROUND THE PERIMETER OF THE INLET. THE ENDS OF EACH BLOCK SHOULD BE ABUTTING.THE HEIGHT OF THE BARRIER CAN BE VARIED DEPENDING ON THE DESIGN BY STACKINGVARIOUS COMBINATIONS OF DIFFERENT SIZED BLOCKS. THE BARRIER SHOULD BE A MINIMUMOF 12 INCHES HIGH AND A MAXIMUM OF 16 INCHES HIGH.3.HARDWARE CLOTH OR 12" WIRE MESH SHOULD BE PLACED OVER THE OPENINGS OF THECONCRETE BLOCKS AND EXTENDED AT LEAST 12 INCHES AROUND THE OPENING TO PREVENTAGGREGATE FROM BEING TRANSPORTED THROUGH THE OPENINGS IN THE BLOCK.4.USE CLEAN STONE OR GRAVEL 12" TO 34" IN DIAMETER PLACED 2" BELOW TOP OF THE BLOCKON A 2H:1V SLOPE OR FLATTER.5.A 1 FOOT THICK LAYER OF FILTER STONE WILL BE PLACED AGAINST THE 3" STONE.6.MAXIMUM DRAINAGE AREA PER SEDIMENT TRAP IS 1 ACRE.7.INSTALL MARSH MAT OR APPROVED EQUAL AT ALL CATCH BASIN GRATES.8.BLOCK AND STONE INLET PROTECTION REQUIRED AT ALL CATCH BASIN INLETS WHERE THEFINISHED GRADE IS WITHIN 6" OF THE RIM OF THE STRUCTURE OR FRAME.RUNOFF WATERWITH SEDIMENTOVERFLOWSEDIMENT1' (MIN.)2' (MAX.)12" - 16"WIRE SCREEN2:1 SLOPEGRAVEL FILTERGRAVELFILTERFILTERED WATERDROP INLETWITH GRATEErosion Control Blanket Slope InstallationN.T.S.Source: VHBLD_6801/16NO. 11 GAUGE WIRETYPICAL STAPLESNOTES1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6"DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING.2.ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW.3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE 2OR MORE STRIP WIDTHS ARE REQUIRED.4.WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE, PLACE UPPER BLANKET ENDOVER LOWER END WITH 6 INCH (MIN.) OVERLAP AND STAPLE BOTH TOGETHER.5.METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1.6"1 12"1 12"10"6" LOAM & SEEDSTAPLE 12"ON CENTER6" OVERLAP(MIN.)4"OVERLAP(MIN.)6"STAPLES 12"ON CENTERSTAPLES 12"ON CENTERofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
Date40 IDX Drive, Building 100Suite 200South Burlington, VT 05403Holiday InnRedevelopment1068 Williston Rd.South Burlington, VermontReviewNot Approved For ConstructionJuly 29, 20212757913.01EPSC DetailsC8.0114SMWPBSAct 250 Submission11/17/2021SMW1Local Submittal05/18/22PBS2
6
RIM=313.1
INV=308.0 OUT
7RIM=313.3
INV=308.2
INV=308.0
7B
OUT
CB
3
RIM=311.7
INV=306.4 OUT
CB
4
RIM=312.0
INV=306.7 OUT
CB
15RIM=308.2
INV=304.8
INV=305.1 OUT
CB
12RIM=312.8
INV=306.6
INV=306.5
INV=306.1
13
RD3
OUT
CB
8RIM=313.8
INV=309.0
INV=309.0
INV=309.2
INV=308.9
9C
YD 1
DS1
OUT
DMH
18
RIM=313.2
INV=308.3
INV=308.5
INV=308.5
INV=308.2
INV=308.5
17
21
6 IN
OUT
OUT
DMH
17RIM=313.0
INV=309.0
INV=309.0
INV=309.0
INV=309.0
RD2
16
DS3
OUT
CB
19
RIM=312.5
INV=308.3
INV=308.2
INV=309.0
INV=308.5
20
OUT
OUT
DMH
20
RIM=312.1
INV=308.5 OUT
CB
REMOVE EXISTING PIPE
AND CONNECT TO
EXISTING STRUCTURE AT
INV=302.0
15"H
D
P
E
18"HDPE
18"HDPE
15"HDPE
15"PVC
21
RIM=312.6
INV=309.2 OUT
CB
1ARIM=312.4
INV=302.3 1B
DMH 24"HDPEELIMINATE EXISTING OUTFALL. PLUG
OUTLET. BACKFILL PIPE WITH
FLOWABLE FILL. COORDINATE ALL
WORK WITH VTRANS.
2
RIM=312.1
INV=306.1
INV=306.1
INV=304.1
INV=304.0
4
3
5
OUT
DMH
15"HDPE
9C
RIM=312.7
INV=310.2
INV=310.1
4-in In
OUT
YDI
16RIM=313.1
INV=309.5
INV=309.4
DS2
OUT
CB
13RIM=312.6
INV=308.6
INV=308.5
13 B
OUT
CB
12"HDPE15"HDPE 15"HDPE15"HDPE15
"HD
P
E15"HDPE22
RIM=312.4
INV=307.2
INV=305.0
19
OUT
DMH
15"HDPE
5RIM=313.7
INV=307.6
INV=307.6
INV=308.2
INV=305.6
6
7
8
OUT
DMH
8"PVC
7BRIM=313.0
INV=309.5 OUT
CB
12"
H
D
P
E
TEMPORARY CB
YD 1
RIM=313.2
INV=309.2 OUT
YDI
12" HDPE ROOF
DRAIN CONNECTION
4" PERFORATED
PVC AT DRIP EDGE
15"HDPESUBSURFACE
INFILTRATION
SYSTEM #1
SUBSURFA
C
E
INFILTRATIO
N
SYSTEM #2
6"PVC @ 2%REFER TO DOWNSPOUT
CONNECTION DETAIL (TYP FOR
4 AT ALL AWNING LOCATIONS)15"HDPE13 B
RIM=312.0
INV=308.7 OUT
CB
6"PV
C
@
2
%
18"HDPE
14A
RIM=309.9
INV=304.9
INV=304.8
INV=305.1
INV=304.8
11
OUT
OUT
OUT
CB
GMP TO HOLD EXISTING POLE AND
REINSTALL GUY WIRE. COORDINATE
DRAINAGE WORK WITH GMP.
11
RIM=312.5
INV=306.0
INV=305.7
INV=305.6
RD4
12
OUT
CB
1BRIM=312.4
INV=302.5
INV=302.4
2
OUT
DMH6"PVC @ 2%18"HDPE
15"HDPE
15"HDPE
CORE NEW INVERT
AT 305.2 ADD RISER SECTION, MANHOLE FRAME,
AND COVER, AND ADJUST TO FINISH GRADE.
OUT
(W)
(E)
(N)
14B
RIM=310.0
INV=304.7
INV=305.7
INV=304.7
14A
OUT
OUT
DMH
(EX CB#1)
(N)
(S)
(E)
12"HDPE12"HDPE
12"HDPE
12"HDPE
12"HDPE
312.2313.8 TC313.3 BC
313.7
313 TC312.5 BC
309.5 TC
309 BC
309.5 TC
309 BC
308.5
309 TC
308.5 BC
TC/BC 313.7
TC/BC 313.95
313.7 313.7
313.3
313.7 TC/BC313.8 TC313.3 BC
314.0 TC313.5 BC313.4 TC/BC
313.7
313.9 TC313.4 BC
313.9
313.7
313.4
313.2
313.9 TC313.4 BC
313.7 TC/BC
312.8
312.5
313.0 TC312.5 BC
313.9
313.5 BC
313.6
313.8
313.7
313.7
313.6
313.6
313.6
313.85313.85
313.85
313.85313.85
313.6313.4
313.8
313.7 313.6
313.4
313.7
313.32
312.7
313.32
313.5 TC313.0 BC
313.7
313.7
312.8312.8
312.9
310.5 TC
311.5 TC
313.3
313.5 BC
313.7 TC313.7 BC
314.2 TC313.7 BC
314.0 TC313.5 BC314.0 TC313.5 BC
314.2 TC
313.7 BC
313.9 TC313.4 BC
313.7
GTDGTDGTD GTD
313.7
313.3
313.3
313.6
313.7
314.2
314.1
314.0
313.9
313.2
313.1
312.2
312.1
312.8
312.9
313.3 TC312.8 BC
313.1 TC312.6 BC
313.3 TC312.8 BC
312.5 TC312.0 BC
313.8313.7 TC313.1 BC
WILLISTON ROADTO I-89
5' DIA.
10" SDR 35 PVC
ROOF DRAIN
INV = 309.8
TOTAL GSF = 59,815 SF
FFE = 313.95'
HOLIDAY INN
TOTAL GSF = 136,561 SF
FFE = 313.9'
MULTI-FAMILY BUILDING
REMOVE EXISTING DRIVEWAY,
RESTORE TO PERVIOUS GRASS
SURFACE, GRADE TO DRAIN
TOTAL GSF = 59,815 SF
FFE = 313.95'
HOLIDAY INN
TOTAL GSF = 136,561 SF
FFE = 313.9'
MULTI-FAMILY BUILDING
PROPOSED
LOBBY
ADDITION
PROPOSED
POOL
ADDITION
(RENOVATION OF EXISTING
BUILDING)
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved for Construction
July 29, 2021
27
57913.01
Grading and
Drainage Plan
C3.01
5
CHS PBS
Feet6030015
Act 250 Submission 11/17/2021 SMW3
DEC Submittal 01/12/2022 PBS4
Local Submittal 05/18/2022 PBS5
DEC Submittal 06/03/2022 PBS6
Subsurface Infiltration System #2 06/30/2022 PBS7
Local Comments 07/20/2022 PBS8
WILLISTON ROADTO I-89
REMOVE EX. DRIVEWAY, RESTORE
TO PERVIOUS GRASS SURFACE,
GRADE TO DRAIN8"PVCREMOVE EXISTING PIPE
AND CONNECT TO
EXISTING STRUCTURE AT
INV=302.0
15"H
D
P
E
18"HDPE
18"HDPE
15"HDPE
15"PVC
PROPOSED UNDERGROUND
ELECTRICAL SERVICE.
PROPOSED TRANSFORMER PAD
LOCATION (K30.6 VAULT).
CONTRACTOR TO COORDINATE WITH
GMP AND ELECTRICAL PLANS
FDC LOCATION. CONFIRM WITH
SPRINKLER DESIGNER
REMOVE EXISTING GREASE
TRAP AND MANHOLE
FIELD VERIFIED LOCATION
OF CWD WATER MAIN24"HDPEELIMINATE EXISTING OUTFALL. PLUG
OUTLET. BACKFILL PIPE WITH
FLOWABLE FILL. COORDINATE ALL
WORK WITH VTRANS.
ELECTRICAL SERVICE
LOCATION.
COORDINATE WITH
ELECTRICAL PLANS 2% MIN.SLOPEREMOVE EXISTING WATER SERVICE, VALVES AND
HYDRANT. SHUTDOWN OF THIS LINE SHALL BE
PERFORMED BY CWD/SBWD PERSONNEL ONLY.
CUT AND CAP THE EXISTING LINE AT A
LOCATION APPROVED BY THE SOUTH
BURLINGTON WATER DISTRICT.
15"HDPE
EXISTING HYDRANT
EXISTING 8x8 TEE 12"HDPE15"HDPE 15"HDPE15"HDPE1
5
"HD
P
E15"HDPEEXISTING GMP LIGHTING, POLES
AND SERVICE TO BE REMOVED AND
REPLACED WITH NEW POLES AND
SERVICES BY OWNER. REFER TO
LIGHTING PLANS AND COORDINATE
WITH GMP AND ELECTRICAL PLANS.
REMOVE EXISTING OVERHEAD
ELECTRICAL SERVICE.
COORDINATE WITH GMP
PROPOSED 4'X10'
GENERATOR PAD
PROPOSED TRANSFORMER PAD
LOCATION (K30.3 VAULT). CONTRACTOR
TO COORDINATE WITH GMP AND
ELECTRICAL PLANS
PROVIDE 10' CLEARANCE THIS SIDE OF
TRANSFORMER
15"HDPE
3-PHASE
CONCRETE
ENCASED
CONDUIT
TRANSFORMER PAD LOCATION
(K30.3 VAULT). CONTRACTOR TO
COORDINATE WITH GMP AND
ELECTRICAL PLANS
THREE PHASE ELECTRICAL SERVICE.
CONTRACTOR TO COORDINATE WITH
GMP AND ELECTRICAL PLANS
THREE PHASE ELECTRICAL SERVICE.
CONTRACTOR TO COORDINATE WITH
GMP AND ELECTRICAL PLANS
REMOVE EXISTING UTILITY POLE
AND OVERHEAD ELECTRICAL
SERVICE. COORDINATE WITH GMP
AND ENGINEER
8x8 TEE
8" DI FIRE SERVICE.
COORDINATE WITH
MECHANICAL PLANS
8
"
P
V
C
FIRE DEPARTMENT CONNECTION
LOCATION (CONFIRM WITH
SPRINKLER DESIGNER)
MIN. 2" DOMESTIC
SERVICE. FINAL SIZE PER
MECHANICAL PLANS
HYDRANT
8x6 TEE
8"PVC
8"PVC
10"PVC
8" GATE VALVE
S2
RIM=313.7
INV=303.1
INV=303.1
INV=303.00
8"IN
8"IN
OUT
SMH
12"
H
D
P
E
TEMPORARY CB
CAP LINE FOR FUTURE
CONSTRUCTION
GAS MAIN (TYP)
8" GATE VALVE
TEE
8" GATE VALVE
8" GATE VALVE
12" HDPE ROOF
DRAIN CONNECTION
4" PERFORATED
PVC AT DRIP EDGE
S3
RIM=313.2
INV=306.3
INV=306.2
HI-IN
OUT
SMH
CONSTRUCTED 6" DI
WATER SERVICE.8"PVC6" GATE VALVE
EXISTING 8" DI
WATER SERVICE
6" GATE VALVE
15"HDPESUBSURFACE
INFILTRATION
SYSTEM #1
SUBSURFAC
E
INFILTRATI
O
N
SYSTEM #2
6"PVC @ 2%REFER TO DOWNSPOUT
CONNECTION DETAIL (TYP FOR
4 AT ALL AWNING LOCATIONS)15"HDPE6"PV
C
@
2
%8"PVCGATE VALVE
8" GATE VALVE
18"HDPE
GMP TO HOLD EXISTING POLE AND
REINSTALL GUY WIRE. COORDINATE
DRAINAGE WORK WITH GMP.
GAS METERS
8"x6" REDUCER6"PVC @ 2%18"HDPE
15"HDPE
15"HDPE
CORE NEW INVERT
AT 305.2 ADD RISER SECTION, MANHOLE FRAME,
AND COVER, AND ADJUST TO FINISH GRADE.
12"HDPE12"HDPE
12"HDPE
12"HDPE
12"HDPE
HOLIDAY INN
MULTI-USE
BUILDING
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved for Construction
July 29, 2021
27
57913.01
Utility Plan
C4.01
6
CHS PBS
Feet6030015
NOTE:
1.CONTRACTOR SHALL NOTIFY ENGINEER AND CWD AT LEAST
5 DAYS PRIOR TO WORK WITHIN 10 FEET OF CWDs
TRANSMISSION MAIN.
2.CONTRACTOR SHALL PROVIDE SHEETING/SHORING
SUPPORT DURING STRUCTURE EXCAVATION WHEN
EXCAVATION IS WITHIN 10 FEET OF THE CWD
TRANSMISSION MAIN.
3.ALL BUILDING SEWER SERVICES AND ROOF DRAINS SHALL
HAVE A MINIMUM PIPE SLOPE OF 2% FROM THE BUILDING
TO THE SEWER MAIN OR CONNECTION MANHOLE.
4.ALL WATER LINES AND APPURTENANCES SHALL BE
INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN WATER
DISTRICT SPECIFICATIONS AND DETAILS FOR THE
INSTALLATION OF WATER LINES AND APPURTENANCES,
CURRENT EDITION
5.CONTRACTOR SHALL CONFIRM ALL BUILDING UTILITY
SERVICE LOCATIONS WITH THE PROJECT MEP PRIOR TO
INSTALLATION
Act 250 Submission 11/17/21 SMW5
WW Permit Resubmission 11/30/21 PBS6
Local Submittal 05/18/22 PBS7
WW Permit Submission 06/06/22 PBS8
Local Comments 07/20/22 PBS9
Local Comments 08/10/22 PBS10
EXISTING 8x8 TEE
8" GATE VALVE
CONSTRUCTED 6" DI
WATER SERVICE.
6" GATE VALVE
8"x6" REDUCER WILLISTON ROADTO I-89
SUBSURFACE INFILTRATION SYSTEM #1
SUBSURFAC
E
I
N
F
I
L
T
R
A
T
I
O
N
SYSTEM #2
HOLIDAY INN
MULTI-FAMILY BUILDING
FUTURE PHASE
POTENTIAL TEMPORARY SOIL
STOCKPILE LOCATION
PROJECT DEMARCATION (TYP)
LIMIT OF DISTURBANCE (TYP)
STANDARD SILT FENCE (TYP)
INLET PROTECTION (TYP)
SURROUND TEMPORARY SOIL STOCKPILE WITH
FILTER SOCKS, GRAVEL BAGS, OR SILTFENCE. IF
STOCKPILE IS TO REMAIN FOR MORE THAN 14
CONSECUTIVE CALENDAR DAYS STABILIZE WITH
TEMPORARY MULCH MATERIAL.
LIMITS OF VEGETATION PROTECTION
LIMITS OF TREE PROTECTION (TYP)
CONSTRUCTION LAYDOWN
AREA
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved for Construction
July 29, 2021
27
57913.01
Erosion and
Sediment Control Plan
C6.01
8
CHS PBS
Feet6030015
NOTE:
1.AREAS DRAINING TO STORMWATER INFILTRATION SYSTEMS OR
BIORETENTION AREAS SHALL RECEIVE FINAL STABILIZATION PRIOR TO
ALLOWING RUNOFF TO DRAIN TO THE TREATMENT SYSTEMS.
Local Comments 8/30/21 SMW1
Local Comments 11/15/21 SMW2
Act 250 Submission 11/17/2021 SMW3
Local Submittal 05/18/22 PBS4
Local Comments 07/20/22 PBS5
Concrete SidewalkN.T.S.Source: VHBLD_4201/161.0% (MIN.)1.5% (MAX.)NOTES1.PROVIDE EXPANSION JOINTS2.AT MIN. 30 FT. O.C. WITH PRE-FORMED JOINT FILLER.3.PROVIDE TOOLED CONTROLJOINTS AT 6' O.C.4.PROVIDE BROOM FINISH INDIRECTION PERPENDICULAR TOCURB.CONCRETESIDEWALK12" PREFORMEDEXPANSION JOINTBLDG. FACE,FIXED OBJECT,OR CONC. SIDEWALK SECTIONEXPANSIONJOINTSEALANT12"15" COMPACTED GRAVELVTRANS 704.05A FINE.(21" THICKNESS WITHIN10' OF BUILDING DOORSAND RAMPS)COMPACTEDSUBGRADEVARIES6" REVEALCURBFINISHPAVEMENT5" CEMENT CONCRETE6" THICK WITHIN FUTURE ROW(8" THICK IN VEHICULAR AREAS)NOTE:CONCRETE FOR SIDEWALKS TO BE4000 PSI TYPE II,6% (1.5±) AIR ENTRAINED.FINISHGRADESECTIONEXPANSION JOINT DETAILCast In Place Concrete Curb (CIP)N.T.S.Source: VHBLD_4041/16SLOPE VARIES6"6"(MIN.)12"6"18"COMPACTED SUBGRADECOMPACTED GRAVELVTRANS 704.05A FINEBIT. CONC. PAVEMENTTACK COAT58" (MAX.) CHAMFERCONCRETE CURBTREATMENT VARIES6"(TYP.)REVTRUNCATED DOMESONLY WHERE SHOWNON PLANS14" LIP MAX.SEE NOTE 9.SLOPE1.5% (MAX.)1.0% (MIN.)RAMPSIDEWALK4' (MIN.)EDGE O
F
A
C
C
E
S
S
I
B
L
E
ROU
T
ELANDSCAPED AREACURBCURB TRANSITIONCURB2'-0"2.35" (TYP.)*0.9"(PROFILE)Accessible Curb Ramp (ACR) Type 'I-D'N.T.S.Source: VHBLD_5081/162'-0"NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1%MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALLBE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICALCURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.SEE NOTE 9.14" LIP MAX.CURB TRANSITIONCURBC
U
R
B
T
R
AN
S
I
T
IO
N
CURBRAMP7.5% (MAX.)RAMP7.5% (MAX.)7
.
5%
(M
A
X
.
)7.5% (MAX.) 1.5% (MAX)1.0% (MIN)LANDSCAPEVARIES UPUP TO 6'-8"4' (MIN.) ACCESSIBLEWALKWAY4' (MIN.)
RAMPTRUNCATED DOMESONLY WHERE SHOWNON PLANS2.35"(TYP.)*2.35" (TYP.)*0.9"0.2"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERREVAccessible Curb Ramp (ACR) Type 'K-D'N.T.S.Source: VHBLD_5101/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPSSHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAYS.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLEROUTE.0.9"0.2"2.35"(TYP.)*2.35" (TYP.)*LANDSCAPEAREALANDSCAPEAREA2' CURB TRANSITION
2' CURB TRANSITION4' (MIN.)RAMP 7.5% AS REQ'D. 1.5% (MAX.)1.0% (MIN.)RAMP 7
.5%ACCESSIBLEWALKWAY4' (MIN.)SIDEWALK7.5% (MAX)RAMPSEE NOTE 9.14" LIP MAX.CURBCURBTRUNCATEDDOMES ONLYWHERE SHOWNON PLANS2'-0"(PROFILE) TRUNCATED DOMES *DIMENSIONS ARE CENTER TO CENTERREVAccessible Curb Ramp (ACR) Type 'A-D'N.T.S.Source: VHBLD_5001/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREASHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH) WHERE ITABUTS ROADWAY.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO ACCESSIBLE ROUTE.*2.35"TYP.0.2"TRUNCATED DOMESONLY WHERE SHOWNON PLANS14" LIP MAX.SEE NOTE 9.4' (MIN.)4' (MIN.)SIDEWALK2'-0"CURB TRANSITIONCURBCURB TRANSITION CURB(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERREVAccessible Curb Ramp (ACR) - Type 'B-D'N.T.S.Source: VHBLD_5011/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLEROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSINGAREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING ISINDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAYCROSSINGS.0.2"0.9"2.35" (TYP.)*2.35"(TYP.)*14" LIP MAX.SEE NOTE 9.TRUNCATED DOMESONLY WHERE SHOWNON PLANS7
.
5%
(M
A
X
.
)CURBTRANSITION(2' MIN.)LANDSCAPEAREA (TYP.)2'-0"SLOPE1.5% (MAX.)1.0% (MIN.)EDG
E
O
F
ACCE
S
S
I
B
L
E
RO
U
T
E4' (MIN.)SIDEWALKRAMPCURB
T
R
AN
S
I
T
ION
CURB(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERREVAccessible Curb Ramp (ACR) Type 'C-D'N.T.S.Source: VHBLD_5021/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBINGIS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAYCROSSINGS.4' (MIN.)14" LIP MAX.SEE NOTE 9.EDGE OFACCESSIBLE ROUTEE
D
G
E
O
F
A
C
C
E
S
S
I
B
L
E
RO
U
T
E1.5% (MAX.) 1.0% (MIN.)4' (MIN.)SIDEWALKRAMP7.5%
(MAX
.
)7.5% (MAX.)RAMPSIDEWALK4' (MIN.)3' (MIN.)CURB TRANSITIONCURB2'-0"CU
R
B
T
R
AN
S
I
T
ION
CURBTRUNCATED DOMES ONLYWHERE SHOWN ON PLANS2.35"(TYP.)*2.35" (TYP.)*0.9"0.2"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERREVAccessible Curb Ramp (ACR) Type 'D-D'N.T.S.Source: VHBLD_5031/167.5% (MAX.)7
.
5%
(M
A
X
.
)SIDEWALK10' (MIN.)SLOPE ASREQ'D.SLOPE7.5% (MAX.)4' (MIN.)E
D
G
E
O
F
A
C
C
E
S
S
I
B
L
E
RO
U
T
ESLOPE ASREQ'D
.SIDEWALKC
U
R
B
T
R
AN
S
I
T
IONCURB4' (MIN.)RAMPSLOPE1.5% (MAX.)1.0% (MIN.)14" LIP MAX.SEE NOTE 9CURBCURB TRANSITIONNOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSINGAREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING ISINDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.2.35"(TYP.)*2.35" (TYP.)*0.9"0.2"2'-0"TRUNCATED DOMESONLY WHERE SHOWNON PLANS(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERREVAccessible Curb Ramp (ACR) Type 'E-D'N.T.S.Source: VHBLD_5041/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREASHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING ISINDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAY CROSSINGS.4' (MIN.)14" LIP MAX.4' (MIN.)4' (MIN.)CURBCURB TRANSITIONCURB TRANSITIONCURB7.5% (MAX.)RAMPSIDEWALKE
DG
E
O
F
A
C
C
E
S
S
I
B
L
E
RO
U
T
E1.5% (MAX.)1.0% (MIN.)SIDEWALKSL
O
P
E
1.
0
%
(
M
I
N
.
)
1.
5
%
(
M
A
X
.
)7.5% (MAX.)7.5% (MAX.)TRUNCATEDDOMES ONLYWHERE SHOWNON PLANS2.35"(TYP.)*2.35" (TYP.)*0.9"0.2"2'-0"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERREVAccessible Curb Ramp (ACR) Type 'M'N.T.S.Source: VHBLD_5121/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPSSHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLEIN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5'x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAYS.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLEROUTE.LANDSCAPEAREALANDSCAPEAREA2' CURB TRANSIT
ION
2' CURB
TRANSITION4' (MIN.)7.5% (MAX)RAMPACCESSIBLESIDEWALKCURB
CURB14" LIP MAX.SEE NOTE 9.TRUNCATED DOMESONLY WHERE SHOWNON PLANS2.35"(TYP.)*2.35" (TYP.)*0.9"0.2"2'-0" TRUNCATED DOMES (PLAN VIEW)2.35" TYP.0.9"RAMP7.5% (MAX.)RAMP7.5% (MAX.)SLOPE1.5%(MAX.)1.0% (MIN.)SIDEWALKEDGE OFACCESSIBLE ROUTE(PROFILE)*DIMENSIONS ARE CENTER TO CENTERREV(PLAN VIEW)Accessible Curb Ramp (ACR) Type 'G-D'N.T.S.Source: VHBLD_5061/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1%MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALLBE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICALCURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEXROADWAY CROSSINGS.2' MIN.4' MIN. RAMP
7
.
5%
(M
A
X
.
)
CU
R
B
T
R
AN
S
I
T
ION2.35"(TYP.)*0.2" TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERREVTransition and End CurbsN.T.S.Source: VHBLD2/176"4'-0"TYPE 13"6"3"FINISHED GRADE OF PAVEMENTTYPE 2FINISHED GRADE OF PAVEMENT1/2"ISOLATION JOINT @ STRUCTURESDOWELED EXPANSION JOINT1/2"WALL OR STRUCTURESEALANT 3/4" DEEPPREFORMED JOINT FILLERFULL DEPTH OF SLAB#4 SMOOTH DOWEL BARS18" LONG @ 12" O.C. AND PARALLELPREFORMED JOINT FILLERFULL DEPTH OF SLABDOWEL CAP W/ LUBRICANT THIS ENDSEALANT 3/4" DEEP#4 SMOOTH DOWEL BARS,18" LONG @ 12" O.C. AND PARALLEL6"EQ.1/2"EQ.EQ.1/2"EQ.6"1'-2"1'-2"1'-2"6"6"DOWEL CAP W/ LUBRICANT, THIS ENDConcrete JointsN.T.S.Source: VHBLA2/22ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com
Date40 IDX Drive, Building 100Suite 200South Burlington, VT 05403Holiday InnRedevelopment1068 Williston Rd.South Burlington, VermontReviewNot Approved For ConstructionJuly 29, 20212757913.01Site Details 1C7.019SMWPBSAct 250 Submission11/17/2021SMW1Local Submittal05/18/22PBS2
Ground Floo
r
Ground Floo
r
Second Floo
r
Second Floo
r
GAS SERVICE (TYP)
PROPERTY LINE
FIXED BOLLARD
(TYP.)3.01
C
BRICK PAVERS
(TYP.)3.00
B
3.01
D
BIKE RACK
5ea (10 bikes)3.00
A
16
13
10
23
23
22
12
8
2
3
6' SCREEN FENCE
3.01
E
13
BRICK PAVERS
(TYP.)3.00
B
BIKE RACK
8ea (16 bikes)3.00
A
LANDSCAPE
TRELLIS/PERGOLA
2
BENCHES (8ea.)
COVERED SITTING AREA
FUTURE PHASE
3.01
D BENCHES (3ea.)
GREEN ROOF
GREEN ROOF
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved For Construction
July 29, 2021
27
57913.01
Landscape
Layout and Materials
L2.00
16
MKW MPH
Feet6030015
PHASE 3
Local Comments 10/8/21 SMW1
Local Comments 11/15/21 MKW2
Act 250 Submission 11/17/2021 SMW3
Local Comments 05/20/2022 SMW4
DN
UP
UP DN
UPDN
Ground Floo
r
Second Flo
o
r
Ground Flo
o
r
Second Floo
r
INTERSTATE 89
1 ARA
1 ARA
15 SH 18 SH
5 CA
22 SB10 CA
17 SB
2 ARA
3 TO
4 BN
1 BN
8 MD
11 NF
19 PVS
10 HSO
2 AF 46 DS
22 CA
6 PVS
6 PVS
37 EF
9 CA
7 EF 7 EF
3 TO
1 TC2
9 GT
8 CA
8 CA
8 CA
9 CA
9 HSO
6 GT
1 GT
1 GT
3 TO
26 SB
38 CA
2 TO
2 TO
3 TO
13 PN2
13 PN2
13 PN2
13 PN2
13 PN2
13 PN2
13 PN2
13 PN2
13 PN2
13 PN2 8 PN2
13 PN2
16 PVS 53 MD
16 JP2
1 AF
1 AF
21 JP2
5 JP2
8 HSO
10 HG
11 HSO
2 PQV
2 PQV2 PQV2 PQV
842-GREEN R
O
O
F
T
R
A
Y
S
PRIVACY SCREEN
WALL
PUBLICLY ACCESSIBLE
GREEN ROOF
SECOND FLOOR
PRIVATE TERRACES
5 TC
PR
O
P
E
R
T
Y
L
I
N
E
TOTAL GSF = 59,815 SF
FFE = 313.95'
HOLIDAY INN
(RENOVATION OF EXISTING
BUILDING)
PROPOSED
LOBBY
ADDITION
TOTAL GSF = 136,561 SF
FFE = 313.9'
MULTI-FAMILY BUILDING
PROPOSED
POOL
ADDITION
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved for Construction
July 29, 2021
27
57913.01
Phase 2 Planting Plan
L4.01
20
JKH MKW
Feet4020010
Local Comments 11/15/21 MKW2
Act 250 Submission 11/17/2021 SMW3
Local Comments 12/17/21 MKW4
Local Comments 05/18/22 SMW5
Local Comments 07/21/22 SMW6
Local Comments 08/12/22 MKW7
DN
UP
UP DN
Ground Flo
o
r
Second Floo
r
INTERSTATE 89 WILLISTON ROADUS ROUTE 2DOR
S
E
T
S
T
R
E
E
T
1 ARA
1 ARA
15 SH 18 SH
5 CA
22 SB10 CA
3 TO
4 BN
1 BN
8 MD
11 NF
19 PVS
10 HSO
2 AF 46 DS
22 CA
6 PVS
6 PVS
7 EF 7 EF
6 GBP
8 CA
8 CA
8 CA
9 CA
9 HSO
16 PVS 53 MD
5 JP2
2 PQV
2 PQV2 PQV2 PQV
842-GREEN
R
O
O
F
T
R
A
Y
S
PRIVACY SCREEN
WALL
PUBLICLY ACCESSIBLE
GREEN ROOF
SECOND FLOOR
PRIVATE TERRACES
5 TC
TOTAL GSF = 59,815 SF
FFE = 313.95'
TOTAL GSF = 83,927 SF
HOLIDAY INN
FFE = 314.5'
(RENOVATION OF EXISTING
BUILDING)
PROPOSED
LOBBY
ADDITION
TOTAL GSF = 136,561 SF
FFE = 313.9'
MULTI-FAMILY BUILDING
PROPOSED
ADDITION
FUTURE PHASE
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved for Construction
July 29, 2021
27
57913.01
Phase 2 Planting Plan
L4.02
21
JKH MKW
Feet4020010
PHASE 3
Local Comments 11/15/21 MKW2
Act 250 Submission 11/17/2021 SMW3
Local Comments 12/17/21 MKW4
Local Comments 05/18/22 SMW5
Local Comments 07/21/22 SMW6
Local Comments 08/12/22 MKW7
EXISTING 8x8 TEE
GAS MAIN (TYP)
8" GATE VALVE
CONSTRUCTED 6" DI
WATER SERVICE.
6" GATE VALVE
GAS METERS
8"x6" REDUCER
Ground Floo
r
Second Floo
r
Ground Floo
r
Second Floo
r
PRIVACY SCREEN
WALL
PUBLICLY ACCESSIBLE
GREEN ROOF
SECOND FLOOR
PRIVATE TERRACES
16
13
10
23
23
22
12
8
2
3
LA
LA
LA60.2'LA
LA
LA
LA
LA
TOTAL GSF = 59,815 SF
FFE = 313.95'
TOTAL GSF = 83,927 SF
HOLIDAY INN
FFE = 314.5'
(RENOVATION OF EXISTING
BUILDING)
PROPOSED
LOBBY
ADDITION
PARKING ISLAND
398 S.F.
PARKING ISLAND
408 S.F.
PARKING ISLAND
144 S.F.
PARKING ISLAND
100 S.F.
PARKING ISLAND
100 S.F.
10.0'8.0'
HAMPTON INN
13
TOTAL GSF = 136,561 SF
FFE = 313.9'
MULTI-FAMILY BUILDING
PROPOSED
POOL
ADDITION
LA
LA
LA
LA LA
LA
LA
LA
LA
LA
PARKING ISLAND
76 S.F.
2
R15.0'
R15.0'
R3.0' (TYP.)
R10.0'
R5.0'
R5.0'
R25.0'
R30.0'
FUTURE PHASE
PARKING ISLAND
76 S.F.
PARKING ISLAND
575 S.F.
PARKING ISLAND
493 S.F.
LIMITS OF PHASE 2A
LIMITS OF PHASE 2B
EXISTING PARKING AREA
NEW PARKING AREA
PARKING ISLANDS
OPEN SPACE
OPEN SPACE, "COURTYARD", 8,867 SF, SHARED 4,440 SF RESIDENTIAL,
SHADE TREES FOR PARKING REQUIREMENT
OPEN SPACE, "COURTYARD", 8,867 SF, SHARED 4,440 SF RESIDENTIAL,
4,427 SF NON-RESIDENTIAL
OPEN SPACE, "OUTDOOR CAFE/RESTAURANT SEATING",
3,639 SF, NON-RESIDENTIAL
OPEN SPACE, "SNIPPET/PARKLET", 1,110 SF, NON-RESIDENTIAL
OPEN SPACE, "SUN TERRACE", 3,000 SF, NON-RESIDENTIAL
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved for Construction
July 29, 2021
27
57913.01
Landscape and Open Space
L4.03
22
JKH MKW
Feet6030015
LANDSCAPING SUMMARY
PARKING SPACES IN EXISTING PAVED AREA: 115
NEW PARKING SPACES:32
TOTAL PARKING:147
TOTAL PARKING LOT SHADE TREES REQUIRED (1 PER 5 SPACES)**:25
TOTAL SHADE TREES PROVIDED (In parking areas):27
* Section 13.06 (B) (2) of the LDR sets a requirement of 10% of the interior parking lot to be landscaped islands planted with trees, shrubs,
and other plants.
** Section 13.06 (B) (4) of the LDR sets the requirement for parking areas to provide one (1) deciduous shade tree for every five (5) parking
spaces. The required shade trees were calculated based upon the total parking spaces being provided. Total count of required trees is
based on 147 total parking spaces minus the 22 parking spaces on the western parcel boundary since the Project cannot plant in the
VTrans and CWD existing ROW to the west side of the parcel.
NEW PARKING LOT AREA: 6,020 SF
PARKING LOT INTERIOR PLANTED ISLANDS REQUIRED*: 602 SF
TOTAL PARKING LOT INTERIOR PLANTED ISLANDS PROVIDED:3,232 SF
OPEN SPACE SUMMARY
HOLIDAY INN GROSS SQUARE FOOTAGE: 59,814 SF
MIXED-USE BUILDING - COMMERCIAL SPACE: 5,789 SF
HAMPTON INN GROSS SQUARE FOOTAGE:83,927 SF
TOTAL GROSS SQUARE FOOTAGE OF NON RESIDENTIAL* 149,530 SF
* Open space requirements based open Table 8-1 Open Space Requirements, 6% of building gross floor area for
non-residential buildings with a parcel size greater than 20,000 S.F for parcels in T-4 transect zone.
** Open space requirement for residential units is 60sf per residential unit.
QUALIFYING OPEN SPACE REQUIRED (Non Residential*): 8,972 SF
QUALIFYING OPEN SPACE REQUIRED (Residential**): 4,440 SF
TOTAL OPEN SPACE REQUIRED 13,412 SF
RESIDENTIAL UNITS (83ea)**: 4,980 SF
Act 250 Submission 11/17/21 SMW4
Local Comments 12/17/21 SMW5
Local Comments 05/18/22 SMW6
TOTAL OPEN SPACE PROVIDED:16,689 SF
MULTI-BUILDING OPEN SPACE REQUIREMENTS (PHASE 2A)
COMMERCIAL - 5,789 SF: 347 SF REQUIRED
RESIDENTIAL - 83 UNITS: 4,980 SF REQUIRED
SUBTOTAL:5,325 SF REQUIRED
SUN TERRACE: 3,000 SF PROVIDED
COURTYARD:2,787 SF PROVIDED
SUBTOTAL:5,787 SF PROVIDED
Local Comments 06/07/22 SMW7
Local Comments 07/21/2022 SMW8
Local Comments 08/12/2022 MKW9
PRIVACY SCREEN
WALL
PUBLICLY ACCESSIBLE
GREEN ROOF
SECOND FLOOR
PRIVATE TERRACESGround Floo
r
Ground Floo
r
Second Floo
r
Second Floo
r
60.2'TOTAL GSF = 59,815 SF
FFE = 313.95'
TOTAL GSF = 83,927 SF
HOLIDAY INN
FFE = 314.5'
(RENOVATION OF EXISTING
BUILDING)
PROPOSED
LOBBY
ADDITION
10.0'8.0'
HAMPTON INN
TOTAL GSF = 136,561 SF
FFE = 313.9'
MULTI-USE BUILDING
PROPOSED
POOL
ADDITION
R15.0'
R15.0'
R3.0' (TYP.)
R10.0'
R5.0'
R5.0'
R25.0'
R30.0'
FUTURE PHASE 0.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.40.40.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.50.70.80.60.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.71.21.41.20.60.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.31.01.62.01.61.00.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.91.72.62.22.10.50.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.21.31.92.93.22.51.60.60.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.52.13.54.13.21.80.60.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.72.12.93.02.82.30.70.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.41.42.03.13.02.11.00.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.20.71.32.52.92.41.30.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.10.30.20.71.01.92.62.31.60.40.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.40.11.10.05.20.12.90.61.52.52.51.50.60.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.70.50.82.43.02.10.80.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.82.12.71.90.90.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.40.51.92.12.11.40.40.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.31.22.02.11.40.50.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.21.02.02.11.50.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.15.50.20.21.21.92.11.50.60.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.30.82.12.51.40.60.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.51.32.82.91.60.60.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.30.62.12.41.50.70.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.20.61.92.11.90.80.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.41.72.12.01.00.30.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.20.31.62.02.01.20.30.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.41.82.22.11.10.40.20.20.30.30.40.30.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.40.51.42.72.71.40.40.30.91.22.02.51.71.60.50.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.60.51.02.22.41.20.50.31.54.16.26.26.33.30.50.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.31.31.82.33.63.13.23.94.13.93.81.70.70.50.91.91.81.50.60.20.94.32.23.30.32.00.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.52.15.25.46.36.66.06.86.75.95.92.41.21.01.11.92.01.60.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.51.64.95.27.55.611.35.411.64.64.111.43.02.21.92.52.52.11.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.30.611.62.42.85.33.04.73.84.23.12.82.72.73.12.82.73.64.32.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.61.11.82.22.11.92.33.02.72.62.22.22.32.43.45.74.25.43.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.60.91.42.22.01.71.51.81.51.21.10.90.80.66.33.95.86.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.81.61.12.11.81.20.70.60.64.43.74.97.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.81.70.92.11.91.40.90.60.41.93.04.26.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.61.01.22.22.11.71.20.70.44.35.76.63.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.50.71.52.12.21.71.20.75.16.07.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.40.61.52.12.52.41.71.20.84.07.28.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.60.91.82.32.62.61.71.01.32.25.712.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.51.11.62.12.52.62.52.01.31.22.13.410.76.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.61.50.51.72.52.52.31.91.20.71.33.35.43.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.51.21.61.92.42.31.81.30.70.40.50.91.71.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.61.01.72.02.01.61.20.70.40.20.30.91.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.61.01.61.91.71.40.90.50.10.20.51.21.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.91.41.81.71.71.30.90.10.20.62.02.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.50.71.21.91.91.81.82.11.50.10.41.22.74.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.71.41.42.22.01.81.92.20.90.10.41.62.53.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.81.70.21.92.01.81.92.21.40.10.30.81.71.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.61.21.22.11.81.71.71.81.50.10.10.30.40.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.60.71.31.51.51.51.20.80.40.00.10.20.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.40.91.11.21.10.80.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.70.91.00.90.70.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.71.01.11.00.80.60.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.61.01.31.41.21.10.90.10.30.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.71.01.52.11.61.31.41.40.11.21.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.41.01.50.82.11.81.41.61.91.73.32.60.40.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.91.61.22.11.71.41.62.01.50.41.50.60.20.10.10.10.10.12.83.63.92.21.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.50.81.21.71.51.31.51.91.81.61.10.50.30.20.10.10.51.52.83.53.32.51.30.50.10.10.10.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.50.91.21.21.41.61.60.90.70.50.30.30.30.40.61.21.61.71.61.31.00.70.60.50.50.40.30.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.60.81.01.31.31.10.70.60.60.60.60.60.70.81.01.11.21.21.21.21.11.11.00.90.70.50.40.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.71.01.21.41.31.11.00.90.91.01.11.31.41.51.51.51.51.61.71.81.61.41.10.80.80.70.60.40.10.10.10.00.00.00.00.00.00.00.00.00.00.00.10.10.10.30.61.01.41.71.81.61.51.11.01.11.41.82.02.11.71.41.41.82.11.92.01.31.00.90.91.01.10.70.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.10.10.20.50.81.32.12.12.11.71.00.90.91.21.71.41.71.61.00.91.21.40.21.20.90.70.70.81.21.30.60.10.20.10.10.00.00.00.00.00.00.00.00.00.00.00.10.20.30.61.01.50.71.31.00.50.40.40.71.40.91.30.90.50.50.71.41.91.40.80.70.80.81.11.20.70.10.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.51.01.51.50.80.40.30.30.40.91.31.10.60.40.30.50.81.10.90.80.80.80.81.01.41.10.50.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.60.90.80.50.30.20.20.30.40.50.50.30.20.20.30.40.70.80.90.90.80.80.91.11.00.50.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.30.30.20.20.10.10.10.20.20.20.20.20.20.20.30.71.11.11.00.90.90.90.90.70.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.61.31.51.01.01.01.00.80.60.50.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.91.41.21.11.21.10.90.70.50.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.21.01.51.31.31.31.21.10.90.70.30.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.91.41.41.51.51.31.21.41.20.60.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.60.81.52.01.61.31.21.51.20.40.10.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.51.01.71.71.31.21.41.30.60.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.30.61.31.61.31.21.31.61.00.30.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.71.41.61.21.21.21.30.90.40.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.51.01.21.21.21.21.00.70.40.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.30.60.81.11.31.21.00.70.50.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.50.71.01.31.31.10.80.60.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.81.11.31.31.21.30.90.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.41.11.41.21.21.21.61.10.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.31.11.61.31.11.21.41.00.20.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.10.61.31.31.11.11.51.30.70.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.71.41.31.11.11.21.30.70.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.71.11.11.01.00.90.70.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.40.60.70.90.80.70.50.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.50.60.60.50.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.30.00.00.00.00.00.0PARKING LOT -1
ENTRY DRIVE
PARKING LOT -1
PARKING LOT -2
C6
C7
A1
A2
A3
A4A5
A6
A8
A9
A10
B3
B2
C2
A7
B1
F1
F2
F3F4
F5F6
F7 F8 F9
G1
G2
G3
G4
G5
G6
C1
C3
C4
C5
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved For Construction
July 29, 2021
27
57913.01
Lighting Plan
L6.00
24
JKH MKW
Feet6030015
LIGHT FIXTURE AND POLE SPECIFICATIONS
3,000K
SACL - Saturn Cutoff LED
Mounting:
Manufacturer:
Fixture A
Pole:
Fixture:
Light Engine:
Color Temperature:
Selux
1
Optics:R3
5G700
Pole Height:20'
Phillips APR5S-20
SV (Silver)Finish:
DS (No uplight finish)Options:
3,000K
SACL - Saturn Cutoff LED
Mounting:
Manufacturer:
Fixture B
Pole:
Fixture:
Light Engine:
Color Temperature:
Selux
1
Optics:R3
5G700
Pole Height:13'
Philips APR4F-13
SV (Silver)Finish:
DS (No uplight finish)Options:
3,000K7 - 70CRI
Ouro20
Mounting:
Manufacturer:
Fixture C
Pole:
Fixture:
Light Engine:
Color Temperature:
KIM Lighting
FM44 (Flush Mount)
Optics:Type III
24L-65 7,000
Pole Height:16'
LTRA16-6188
BL (Black)Finish:
SF, CLROptions:
3,000K
EDGE EV3D
Mounting:
Manufacturer:
Fixture D
Fixture:
Light Engine:
Color Temperature:
Pinnacle
Recessed
Shielding: Satine Lens
17.1 Watt
Voltage:120-277V
WhiteFinish:
Voltage:120-277V Voltage:120-277V Voltage:120-277V
(Approx 12foot Mounting)
3,000K
1649SK-LED
Manufacturer:
Fixture E
Fixture:
Light Source:
Color Temperature:
Hinkley Lighting
11W LED
Mounting Height:6' (To bottom of fixture)
Black SatinFinish:
3,000K
SACL - Saturn Cutoff LED
Mounting:
Manufacturer:
Fixture F
Fixture:
Light Engine:
Color Temperature:
Selux
Wall Mounted, Height
Optics:R4
5G400
SV (Silver)Finish:
DS (No uplight finish)Options:
Voltage:120-277V
Fixture G
Fixture F7 (9'-4")
Fixtures F1-6, 8-9 (10'-4")
Measured to Center of
Mounting Bracket 3,000K
SACL - Saturn Cutoff LED
Mounting:
Manufacturer:
Pole:
Fixture:
Light Engine:
Color Temperature:
Selux
1
Optics:R4 - House Side Shield
5G700
Pole Height:20'
Phillips APR5S-20
SV (Silver)Finish:
DS (No uplight finish)Options:
Voltage:120-277V
Max/Min
STATISTICAL AREA SUMMARY
Grid Units: Footcandles
Grid Type: Horizontal Illuminance at finish grade.
MinMaxAvg Avg/Min
This analysis was calculated in accordance with published IES calculation methods and procedures with
the data as entered by the user. This analysis is based on tested IES photometric data, light loss factors as
defined in the LLF value. This analysis is a mathematical model of real life situations, and it can be only as
accurate as the model itself. Calculated values may vary from actual measurements in certain situations.
VHB is not responsible for light output deviations due to light source, ballast or combinations or other variables.
Disclaimer:
1
Statistical Area
Parking Lot -1 1.38 0.103.50 35.0013.80
2 Parking Lot-2 0.202.00 10.005.15
3 Entry Road 2.41 0.905.30 5.892.68
Statistical Boundary
1.03
Local Comments 10/8/21 SMW1
Local Comments 11/15/21 MKW2
Act 250 Submission 11/17/2021 SMW3
Local Comments 05/18/2022 SMW4
EXISTING 8x8 TEE
8" GATE VALVE
CONSTRUCTED 6" DI
WATER SERVICE.
6" GATE VALVE
8"x6" REDUCER
DN
UP
UP DN
UPDN
Ground Floor
Second Floor
Ground Floo
r
Second Floo
r
PLANTING PLAN 4.10 PLANTING PLAN 4.20
PRIVACY SCREEN
WALL
PUBLICLY ACCESSIBLE
GREEN ROOF
SECOND FLOOR
PRIVATE TERRACES
TOTAL GSF = 59,815 SF
FFE = 313.95'
TOTAL GSF = 83,927 SF
HOLIDAY INN
FFE = 314.5'
(RENOVATION OF EXISTING
BUILDING)
PROPOSED
LOBBY
ADDITION
TOTAL GSF = 136,561 SF
FFE = 313.9'
MULTI-FAMILY BUILDING
PROPOSED
POOL
ADDITION
FUTURE PHASE
LIMITS OF PHASE 2A
LIMITS OF PHASE 2B
DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME SIZE
ARA 4 Acer rubrum `Armstrong`Armstrong Red Maple 2 1/2 - 3" CAL.
AF 4 Acer x freemanii `Sienna`Sienna Glen Maple 2 1/2 - 3" CAL./ B&B
BN 5 Betula nigra `Heritage`Multi-Stem Heritage River Birch 12 -14` HT.
GBP 6 Ginkgo biloba `Princeton Sentry`Princeton Sentry Ginkgo 2 1/2 - 3" CAL.
GT 17 Gleditsia triacanthos `Draves` TM Street Keeper Honey Locust 2 1/2 - 3" CAL.
TC2 1 Tilia cordata `Greenspire`Greenspire Littleleaf Linden 2 1/2 - 3" CAL.
EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE
TO 16 Thuja occidentalis `Nigra`Dark American Arborvitae 5 - 6` HT.
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE
EF 51 Euonymus fortunei Wintercreeper #2 CONT.
JP2 42 Juniperus horizontalis `Plumosa Compacta`Creeping Juniper 18 - 24" SPD
MD 61 Microbiota decussata Siberian Carpet Cypress/Russian Arborvitae 18 - 24" SPD
PN2 151 Physocarpus opulifolius Ninebark 18 - 24" SPD
SB 65 Spiraea bumalda `Anthony Waterer`Anthony Waterer Spirea 18 - 24" SPD
TC 5 Taxus cuspidata `Greenwave`Greenwave Yew 18 - 24" SPD
PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE
HSO 38 Hemerocallis x `Stella de Oro`Stella de Oro Daylily 1 GAL.
HG 10 Hosta x 'Guacamole'Guacamole Hosta 1 GAL.
NF 11 Nepeta x faassenii Catmint 1 GAL.
VINES QTY BOTANICAL NAME COMMON NAME SIZE
PQV 8 Parthenocissus quinquefolia Virgina Creeper #1 POT
GRASSES QTY BOTANICAL NAME COMMON NAME SIZE
CA 119 Calamagrostis x acutiflora `Karl Foerster`Karl Foerster Feather Reed Grass 2 GAL.
DS 46 Deschampsia cespitosa `Schottland`Schottland Hair Grass 2 GAL.
PVS 47 Panicum virgatum `Shenandoah`Shenendoah Switch Grass 2 GAL.
SH 33 Sporobolus heterolepis Prairie Dropseed 2 GAL.
PLANT SCHEDULE - Phase 2
GREEN ROOF:
LIVE ROOF DEEP SYSTEM - 842 TRAYS (1'x2') - MIXED PERENNIALS
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
40 IDX Drive, Building 100
Suite 200
South Burlington, VT 05403
Holiday Inn
Redevelopment
1068 Williston Rd.
South Burlington, Vermont
Review
Not Approved for Construction
July 29, 2021
27
57913.01
Planting Plan Key
L4.00
19
JKH MKW
Feet6030015
PHASE 3
Local Comments 11/15/21 MKW2
Act 250 Submission 11/17/2021 SMW3
Local Comments 12/17/21 MKW4
Local Comments 05/18/22 SMW5
Local Comments 07/21/22 SMW6
Local Comments 08/12/22 MKW7
SD-200E1SD-200C1SD-201D1SD-201B1SD-200E4A1SD-301A1SD-301D1SD-301D1SD-301A4SD-301A4SD-301STAIRS336ELEV.STAIRS335STAIRS334ROOM TYPE LEGENDAPARTMENTCIRCULATION SPACEMECHANICALELEV. LOBBY3322 BEDROOMAPT TYPE 13062 BEDROOMAPT TYPE 13041 BEDROOMAPT TYPE 43012 BEDROOMAPT TYPE 23031 BEDROOMAPT TYPE 1E3071 BEDROOMAPT TYPE 1D3091 BEDROOMAPT TYPE 1A3131 BEDROOMAPT TYPE 1A3111 BEDROOMAPT TYPE 1B3151 BEDROOMAPT TYPE 1A3211 BEDROOMAPT TYPE 1A3201 BEDROOMAPT TYPE 1B3161 BEDROOMAPT TYPE 1A3141 BEDROOMAPT TYPE 1A3121 BEDROOMAPT TYPE 1C3101 BEDROOMAPT TYPE 23021 BEDROOMAPT TYPE 33001 BEDROOMAPT TYPE 1B3171 BEDROOMAPT TYPE 1B3181ABCDEF32' - 8"5' - 6"22' - 4"20' - 0"21' - 9 1/64"263459' - 0"23' - 4"23' - 4"5' - 6"25' - 6"2' - 0"QPNMLKJHG30' - 4"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"9' - 0"3A4A5A6ACORR.331CORR.33029' - 3"5' - 6"29' - 3"79' - 8"102' - 3 1/64"174.00°96.00°106' - 6"2' - 0"1 BEDROOMAPT TYPE 1A3191 BEDROOMAPT TYPE 1A322MECH./ELECT.333WOOD PRIVACY SCREENSD-200E1SD-200C1SD-201D1SD-201B1SD-200E4A1SD-301A1SD-301D1SD-301D1SD-301A4SD-301A4SD-3011ABCDEF26345QPNMLKJHG3A4A5A6AROOM TYPE LEGENDAPARTMENTCIRCULATION SPACEMECHANICALSTAIRS436ELEV.STAIRS435STAIRS434ELEV. LOBBY4322 BEDROOMAPT TYPE 14062 BEDROOMAPT TYPE 14041 BEDROOMAPT TYPE 44012 BEDROOMAPT TYPE 24031 BEDROOMAPT TYPE 1E4071 BEDROOMAPT TYPE 1D4091 BEDROOMAPT TYPE 1A4131 BEDROOMAPT TYPE 1A4111 BEDROOMAPT TYPE 1B4151 BEDROOMAPT TYPE 1A4211 BEDROOMAPT TYPE 1A4201 BEDROOMAPT TYPE 1B4161 BEDROOMAPT TYPE 1A4141 BEDROOMAPT TYPE 1A4121 BEDROOMAPT TYPE 1C4101 BEDROOMAPT TYPE 24021 BEDROOMAPT TYPE 34001 BEDROOMAPT TYPE 1B4171 BEDROOMAPT TYPE 1B418CORR.431CORR.43032' - 8"5' - 6"22' - 4"20' - 0"21' - 6"9' - 0"23' - 4"23' - 4"5' - 6"25' - 6"2' - 0"30' - 4"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"9' - 0"29' - 3"5' - 6"29' - 3"79' - 8"102' - 0"106' - 6"2' - 0"1 BEDROOMAPT TYPE 1A4191 BEDROOMAPT TYPE 1A422MECH./ELECT.433JOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC THIRD AND FOURTH FLOORPLANS318218MAY2022SD-102RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"A1OVERALL THIRD FLOOR PLANNSCALE:1/16" = 1'-0"D1OVERALL FOURTH FLOOR PLANN
SD-200E1SD-200C1SD-201D1SD-201B1SD-200E4A1SD-301A1SD-301D1SD-301D1SD-301A4SD-301A4SD-301STAIRSP36ELEV.STAIRSP35STAIRSP34ROOM TYPE LEGENDAPARTMENTCIRCULATION SPACEMECHANICAL2 BEDROOMAPT TYPE 3P04CORR.P3012' - 0"36' - 0"12' - 0"1 BEDROOMAPT TYPE 6P021 BEDROOMAPT TYPE 5P051 BEDROOMAPT TYPE 5P03PERGOLAROOF DECKMECHANICAL AREA1ABCDEF26345QPNMLKJHG3A4A5A6AELEV. LOBBYP32CORR.P3174' - 0"15' - 8"46' - 0"16' - 0"32' - 8"5' - 6"22' - 4"20' - 0"26' - 0"9' - 0"23' - 4"23' - 4"5' - 6"25' - 6"2' - 0"ELEV. MACH.P37MECH./ELECT.P33WOOD PRIVACY SCREENSD-200E1SD-200C1SD-201D1SD-201B1SD-200E4A1SD-301A1SD-301D1SD-301D1SD-301A4SD-301A4SD-3011ABCDEF26345QPNMLKJHG3A4A5A6AROOM TYPE LEGENDAPARTMENTCIRCULATION SPACEMECHANICALSTAIRS536ELEV.STAIRS535STAIRS534ELEV. LOBBY5322 BEDROOMAPT TYPE 15062 BEDROOMAPT TYPE 15041 BEDROOMAPT TYPE 45012 BEDROOMAPT TYPE 25031 BEDROOMAPT TYPE 1E5071 BEDROOMAPT TYPE 1D5091 BEDROOMAPT TYPE 1A5131 BEDROOMAPT TYPE 1A5111 BEDROOMAPT TYPE 1B5151 BEDROOMAPT TYPE 1A5211 BEDROOMAPT TYPE 1A5201 BEDROOMAPT TYPE 1B5161 BEDROOMAPT TYPE 1A5141 BEDROOMAPT TYPE 1A5121 BEDROOMAPT TYPE 1C5101 BEDROOMAPT TYPE 25021 BEDROOMAPT TYPE 35001 BEDROOMAPT TYPE 1B5171 BEDROOMAPT TYPE 1B518CORR.531CORR.53032' - 8"5' - 6"22' - 4"20' - 0"9' - 0"23' - 4"23' - 4"5' - 6"25' - 6"2' - 0"30' - 4"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"9' - 0"29' - 3"5' - 6"29' - 3"79' - 8"106' - 6"2' - 0"1 BEDROOMAPT TYPE 1A5221 BEDROOMAPT TYPE 1A519MECH./ELECT.533WOOD PRIVACY SCREENJOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC FIFTH AND PENTHOUSEFLOOR PLANS318218MAY2022SD-103RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"D1OVERALL PENTHOUSE FLOOR PLANSCALE:1/16" = 1'-0"A1OVERALL FIFTH FLOOR PLANNN
A1SD-301A1SD-301D1SD-301D1SD-301A4SD-301A4SD-3011ABCDEF26345QPNMLKJHG3A4A5A6AJOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC ROOF PLAN318218MAY2022SD-104RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"A1OVERALL ROOF PLANN
FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"ELEVATION ANGLED REFER TO: /D1SD-201A1SD-301ABCDEFGAS METERSFIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"E-2E-4E-3E-1WALL SCONCES13' - 0 3/4"65' - 5 1/4"12634578' - 6"FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"3A4A5A6AFIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"ELEVATION ANGLED REFER TO: /B1SD-201A1SD-301WALL SCONCESABCDEFFDCJOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC ELEVATIONS318218MAY2022SD-200RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"C1SCHEMATIC EAST ELEVATIONSCALE:1/16" = 1'-0"E1SCHEMATIC SOUTH ELEVATIONSCALE:1/16" = 1'-0"E4SCHEMATIC NORTH ELEVATIONSCALE:1/16" = 1'-0"A1SCHEMATIC WEST ELEVATIONEXTERIOR MATERIAL SCHEDULEMARK DESCRIPTION MFGRMODEL & COLORE-1 ARCHITECTURAL CAST STONE CUSTOM CAST STONE STYLE: SMOOTH WITH A 1/4" FULL CHAMFER, COLOR: SANDSTONE, SIZE: 12x24E-2 BRICKMORIN BRICK MODULAR, COLOR: OLD PORT BLEND NARROW FLASHED RANGEE-3 FIBER CEMENT PANEL NICHIHA ILLUMINATION SERIES, 6' PANEL, COLOR: TO MATCH SHERWIN WILLIAMS SW7019GAUNTLET GRAYE-4 WOOD LOOK FIBER CEMENT PANEL NICHIHA VINTAGE WOOD, CEDARE-5 METALREYNOBOND COLORWELD 500XL, COLOR: TO MATCH WINDOW FRAMES
FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"ELEVATION ANGLED REFER TO: /C1SD-200A4SD-301MECHANICAL SCREENQPNMLKJHGFIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"ELEVATION ANGLED REFER TO: /A1SD-200A4SD-301MECHANICAL SCREENQPNMLKJHGJOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC ELEVATIONS318218MAY2022SD-201RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"D1PARTIAL SCHEMATIC EAST ELEVATIONSCALE:1/16" = 1'-0"B1PARTIAL SCHEMATIC WEST ELEVATIONEXTERIOR MATERIAL SCHEDULEMARK DESCRIPTION MFGRMODEL & COLORE-1 ARCHITECTURAL CAST STONE CUSTOM CAST STONE STYLE: SMOOTH WITH A 1/4" FULL CHAMFER, COLOR: SANDSTONE, SIZE: 12x24E-2 BRICKMORIN BRICK MODULAR, COLOR: OLD PORT BLEND NARROW FLASHED RANGEE-3 FIBER CEMENT PANEL NICHIHA ILLUMINATION SERIES, 6' PANEL, COLOR: TO MATCH SHERWIN WILLIAMS SW7019GAUNTLET GRAYE-4 WOOD LOOK FIBER CEMENT PANEL NICHIHA VINTAGE WOOD, CEDARE-5 METALREYNOBOND COLORWELD 500XL, COLOR: TO MATCH WINDOW FRAMES
JOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC 3D ISOMETRIC318218MAY2022SD-203RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:A1SCHEMATIC 3D ISOMETRIC
JOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC PERSPECTIVES318218MAY2022SD-204RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:C1SCHEMATIC 3D PERSPECTIVE 1SCALE:C4SCHEMATIC 3D PERSPECTIVE 2SCALE:A1SCHEMATIC 3D PERSPECTIVE 3SCALE:A4SCHEMATIC 3D PERSPECTIVE 5
FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"A1SD-301ABCDEUNDERSLAB VENT IN CRUSHED FILTER STONE,REF: GEOTECHCOMMERCIALSPACE /RETAIL100PARKINGGARAGE131SECTION ANGLED L.L. PARKING GARAGE90' -0"LOWERLEVELPARKINGGARAGE031FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"D1SD-30112634510' - 0"12' - 0"10' - 8 1/4"10' - 8 1/4"10' - 8 1/4"10' - 8 1/4"10' - 8 1/4"INSULATED CONCRETE SLAB ON GRADE WITH VAPOR BARRIERCONCRETE ON METAL DECKWOOD FLOOR TRUSS W/ PLYWOOD & CEMENTIOUS TOPPING, REF: STRUCT.TPO ROOF SYSTEMUNDERSLAB VENT IN CRUSHED FILTER STONE,REF: GEOTECHELEV. LOBBY332ELEV. LOBBY232ELEV. LOBBY132VEST.130ELEV. LOBBY432ELEV. LOBBY532ELEV. LOBBYP32L.L. PARKING GARAGE90' -0"FIRST FLOOR100' -0"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"MECHANICAL SCREEN3A4A5A6AINSULATED CONCRETE SLAB ON GRADE WITH VAPOR BARRIERCONCRETE ON METAL DECKWOOD FLOOR TRUSS W/ PLYWOOD & CEMENTIOUS TOPPING, REF: STRUCT.TPO ROOF SYSTEM10' - 8 1/4"10' - 8 1/4"10' - 8 1/4"10' - 8 1/4"12' - 0"PARKINGGARAGE131CORR.331CORR.431CORR.531L.L. PARKING GARAGE90' -0"UNDERSLAB VENT IN CRUSHED FILTER STONE,REF: GEOTECHCORR.231ROOF TOPPATIO239LOWERLEVELPARKINGGARAGE031JOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC BUILDING SECTIONS318218MAY2022SD-301RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"D1SCHEMATIC BUILDING SECTION 1SCALE:1/16" = 1'-0"A1SCHEMATIC BUILDING SECTION 2SCALE:1/16" = 1'-0"A4SCHEMATIC BUILDING SECTION 3
CIVIL ENGINEER:PROJECT TEAM:ARCHITECT:BMA ARCHITECTURAL GROUPOWNER:BMA ARCHITECTURAL GROUPBMA P.C.12 MIDDLE STREETAMHERST, NH 03031TEL: 603.673.1991 FAX: 603.672.1385VHB40 IDX DRIVEBUILDING 100, SUITE 200SOUTH BURLINGTON, VT 05403-7771TEL: 802.497.6100BMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERS12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 NORTH DORSET MULTI-FAMILY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 0540318MAY2022APPROVALSNORTH DORSET MULTI-FAMILY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403APPROVALS18MAY2022LARKIN HOSPITALITY410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401INDEX OF DRAWINGSGENERAL:COVERAPPROVALS:AP-201 T4 ZONING - EXTERIOR ELEVATIONS - GLAZING & ENTRYAP-202 T4 ZONING - EXTERIOR ELEVATIONS - BUILDING BREAKSAP-203 T4 ZONING - EXTEROR ELEVATIONS - BUILDING CALCULATIONSSCHEMATIC:SD-100 SCHEMATIC LOWER LEVEL PARKING GARAGE PLANSD-101 SCHEMATIC FIRST AND SECOND FLOOR PLANSSD-102 SCHEMATIC THIRD AND FOURTH FLOOR PLANSSD-103 SCHEMATIC FIFTH AND PENTHOUSE FLOOR PLANSSD-104 SCHEMATIC ROOF PLANSD-200 SCHEMATIC ELEVATIONSSD-201 SCHEMATIC ELEVATIONSSD-203 SCHEMATIC 3D ISOMETRICSD-204 SCHEMATIC PERSPECTIVESSD-301 SCHEMATIC BUILDING SECTIONS
FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"22.69'10.69'3A4A5A6APARKING STRUCTUREELEVATION ANGLED12.00'PARKING STRUCTUREQPNMLKJHGADJACENT TO BUILDINGTHIS PORTION IS NOT PART OF FACADETYP.10.69'FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"10.56'8.33'67.17'8.33'16.00'27.83'10.34'MAX ALLOWABLE14.00'T.O. HIGH LOUNGE ROOFABCDEF14.00'14.00'22.69'10.69'10.34'FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"22.69' 10'-4"27.83'TYP10.69'STORY ABOVE FOURTH STORY SHALL BE SET BACK A MINUMUM OF 12'-0" PER SECTION 8.06 F(2.5)24.56'8.33'39.00'4.33'15.90'14.00'14.00'3.33'92.15' FACADE LENGTHELEVATION ANGLED 14.00'14.00'FACADE LENGTH102.19'10.17'ABCDEF14.00'8.81'5.67'6.50'6.50'FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"12.00'QPNMLKJHG10.69' TYP.PARKING STRUCTUREGLAZING TYPE: COLOR LEGENDFIRST FLOOR FACADEUPPER FLOOR FACADEGLAZING -TRANSPARENT08' 16' 32'SCALE:ELEVATIONPARAPET / ROOF FEATURESGLAZING -SPANDRELENTRY TYPE: COLOR LEGENDPUBLIC ENTRANCEPRIVATE ENTRANCE WITH KEYCARDIN/OUTEXISTING HOLIDAY INNPROPOSED HOLIDAY INN LOBBYEXTENTS OF EXISTING HOLIDAY INN ONE STORY LOBBY/MEETING ROOM TO BE REMOVEDPROPOSED HAMPTON INNRAMP DN TO PARKING GARAGEPHASE II PARKING DECK ABOVEPROPOSED POOLPLAZACOMMERCIALSPACE /RETAILPARKINGGARAGEUPPER STORIES ARE >75% OF TOTAL BUILDING FOOTPRINTJOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTAuthorAPPROVALST4 ZONING - EXTERIOR ELEVATIONS -GLAZING & ENTRY318218MAY2022AP-201RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"E4T4_GLAZING - NORTH ELEVATIONSCALE:1/16" = 1'-0"B1T4_GLAZING - PARTIAL CONCEPTUAL WEST ELEVATIONSCALE:1/16" = 1'-0"A1T4_GLAZING - WEST ELEVATIONSCALE:1/16" = 1'-0"E1T4_GLAZING - SOUTH ELEVATION PRIMARY FACADESCALE:1/16" = 1'-0"C1T4_GLAZING-EAST ELEVATIONSCALE:1/16" = 1'-0"D1T4_GLAZING - PARTIAL CONCEPTUAL EAST ELEVATIONSCALE:1" = 40'-0"A6SITE PLAN - T4 ENTRY
FACEDE BREAK: COLOR LEGENDBRICKAWNINGS + ACCENTSARCHITECTURAL CAST STONE08' 16' 32'SCALE:ELEVATIONFIBER CEMENT #1STOREFRONT GLAZINGFIBER CEMENT #2ELEVATION ANGLED31.79'54.60'53.40'54.60'FACADE BREAK BY MATERIAL CHANGE OR INTERRUPTION ALONG DIMENSION STRING.BUILDING HEIGHT VARIATION BREAK FACADE BREAK OF 12'-0" + DEEP 31.79'5.05'2.00'16.00'2.00'4.50'2.00'16.00'2.00'5.05'53.40'5.05'2.00'16.00'2.00'4.50'2.00'16.00'2.00'5.05'PARKING STRUCTUREQPNMLKJHGADJACENT TO BUILDINGTHIS PORTION IS NOT A FACADE;ELEVATION ANGLED 2.51'29.99'10.15'34.35'25.26'FACADE BREAK BY MATERIAL CHANGE OR INTERRUPTION ALONG DIMENSION STRING.BUILDING HEIGHT VARIATION BREAK 3.72'2.00'6.50'3.00'6.50'2.00'1.53'ABCDEF13.48'14.00'17.50'14.00'2.00'14.00'27.21'FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"40.36' AWNING6.99'38.60'38.66'48.46'43.69'FACADE BREAK OF 12'-0" + DEEP FACADE BREAK BY MATERIAL CHANGE OR INTERRUPTION ALONG DIMENSION STRING.BUILDING HEIGHT VARIATION BREAK 6.82'5.60'1.95'6.50'2.00'6.50'2.00'6.50'1.95'5.60'14.83'27.83'8.42'14.00'2.00'14.00'11.06'92.15'FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"ELEVATION ANGLED 24.00'44.03'38.77'FACADE BREAK BY MATERIAL CHANGE OR INTERRUPTION ALONG DIMENSION STRING.BUILDING HEIGHT VARIATION BREAK FACADE BREAK OF 12'-0" + DEEP 40.33' AWNING6.73'16.00'6.73'3.52'14.00'6.00'14.00'3.35'5.98'27.83'ABCDEF5.77'1.95'6.50'2.00'6.50'2.00'6.50'1.95'5.60'29.46'40.88'FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"ELEVATION ANGLED FACADE BREAK BY MATERIAL CHANGE OR INTERRUPTION ALONG DIMENSION STRING.BUILDING HEIGHT VARIATION BREAK 2.00'6.50'2.00'1.80'QPNMLKJHG5.05'2.00'16.00'2.00'4.50'2.00'16.00'2.00'5.05'11.36'17.73'54.60'53.40'54.60'8.99'PARKING STRUCTURE5.05'2.00'16.00'2.00'4.50'2.00'16.00'2.00'5.05'FIRST FLOOR100' -0"T.O. ROOF165' -5 1/4"THIRD FLOOR122' -8 1/4"FOURTH FLOOR133' -4 1/2"FIFTH FLOOR144' -0 3/4"PENTHOUSE154' -9"SECOND FLOOR112' -0"25.10'29.01'FACADE BREAK OF 12'-0" + DEEP 6.45'17.86'4.39'2.00'6.50'2.00'14.13'1.29'5.67'26.63'FACADE BREAK BY MATERIAL CHANGE OR INTERRUPTION ALONG DIMENSION STRING.BUILDING HEIGHT VARIATION BREAK 3A4A5A6A33.58'PARKING STRUCTUREJOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTAuthorAPPROVALST4 ZONING - EXTERIOR ELEVATIONS -BUILDING BREAKS318218MAY2022AP-202RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"B1T4_ BREAK - PARTIAL CONCEPTUAL WEST ELEVATIONSCALE:1/16" = 1'-0"C1T4_BREAK - EAST ELEVATIONSCALE:1/16" = 1'-0"E1T4_BREAK - SOUTH ELEVATION PRIMARY FACADESCALE:1/16" = 1'-0"A1T4_BREAK - WEST ELEVATIONSCALE:1/16" = 1'-0"D1T4_BREAK- PARTIAL CONCEPTUAL EAST ELEVATIONSCALE:1/16" = 1'-0"E4T4_BREAK-NORTH ELEVATION
GLAZING BY LENGTH - FIRST FLOOR (SOUTH)92.15'TOTAL FACADE LENGTH59.16' TOTAL GLAZING LENGTH 64.20%OF FIRST FLOOR (SOUTH) FACADE LENGTH IS GLAZINGENTRY - FIRST FLOOR (SOUTH)DISTANCES TO ENTRIES: 24.56' + 39.00' + 15.90' = 79.4626.49' AVERAGE DISTANCE39.00'MAX DISTANCEPRIMARY FACADES: GLAZING SUMMARYGLAZING SUMMARYPRIMARY FACADE: PUBLIC ENTRY SUMMARYPUBLIC ENTRY SUMMARYGLAZING BY LENGTH - FIRST FLOOR (EAST)102.19' FACADE LENGTH60.67'GLAZING LENGTH 59.37% OF FIRST FLOOR (EAST) FACADE LENGTH IS GLAZING)GLAZING BY LENGTH - FIRST FLOOR (NORTH)[NA] FACADE LENGTH[NA]GLAZING LENGTH**NA (NOT APPLICABLE) FACADE ON NORTH SIDE IS EXEMPT (PARKING STRUCTURE)GLAZING BY LENGTH - FIRST FLOOR (WEST)109.96' FACADE LENGTH71.83' GLAZING LENGTH TOTAL65.32%OF FIRST FLOOR (WEST) FACADE LENGTH IS GLAZINGGLAZING BY LENGTH - FIRST FLOOR (TOTALS)212.15' FACADE LENGTH132.5' GLAZING LENGTH 62.46%OF FIRST FLOOR FACADE LENGTH IS GLAZINGENTRY - FIRST FLOOR (EAST)[NA] AVERAGE DISTANCE[NA]MAX DISTANCE**NA (NOT APPLICABLE) ENTRANCES ARE EXEMPT FROM EAST FACADE (FACADE NOT FACING STREET)ENTRY - FIRST FLOOR (NORTH)[NA] AVERAGE DISTANCE[NA]MAX DISTANCE**NA (NOT APPLICABLE) ENTRANCES ARE EXEMPT FROM NORTH FACADE (PARKING STRUCTURE) ENTRY - FIRST FLOOR (WEST)DISTANCES TO ENTRIES: 67.17' + 15.56' = 82.73' 41.37' AVERAGE DISTANCE67.17' MAX DISTANCE ENTRY - FIRST FLOOR (TOTALS) 41.37' AVERAGE DISTANCE67.17' MAX DISTANCE *EXISTING BUILDING ALTERATIONS NOT INCLUDED IN THIS CALCULATIONGLAZING BY AREA - UPPER FLOOR (SOUTH)4337.60 SQ.FT FACADE1442.46SQ.FT TRANSPARENT GLAZING231.03SQ.FT SPANDREL38.58% OF UPPER FACADE IS GLAZING86.19% OF UPPER FACADE IS TRANSPARENTGLAZING BY AREA - UPPER STORY (EAST)15,434.76SQ.FT FACADE4,093.45SQ.FT TRANSPARENT GLAZING1061.31SQ.FT SPANDREL33.40% OF EAST UPPER FACADE IS GLAZING79.41% EAST UPPER FACADE IS TRANSPARENTGLAZING BY AREA - UPPER STORY (NORTH)5,228.3 SQ.FT FACADE614.93 SQ.FT TRANSPARENT GLAZING252.71SQ.FT SPANDREL16.42% OF NORTH UPPER FACADE IS GLAZING70.87% NORTH UPPER FACADE IS TRANSPARENTGLAZING BY AREA - UPPER STORY (WEST)14,269.18 SQ.FT FACADE4,167.9SQ.FT TRANSPARENT GLAZING1,167.81SQ.FT SPANDREL37.39% OF WEST UPPER FACADE IS GLAZING78.11% WEST UPPER FACADE IS TRANSPARENTGLAZING BY AREA - UPPER STORY (TOTALS)34,932.24SQ.FT FACADE8,876.28 SQ.FT TRANSPARENT GLAZING2,481.83SQ.FT SPANDREL32.51%OF UPPER FACADE IS GLAZING78.15% OF UPPER FACADE IS TRANSPARENTJOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTAuthorAPPROVALST4 ZONING - EXTEROR ELEVATIONS -BUILDING CALCULATIONS318218MAY2022AP-203RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401
FIRST FLOORTHIRD FLOORFOURTH FLOORTOTAL1 BED APT TYPE 1A-TOTAL-2121834416APARTMENT TYPE MATRIXFIFTH FLOOR2141 BED APT TYPE 1B-88328PENTHOUSE4--1 BED APT TYPE 2 -2 BED APT TYPE 2-2 BED APT TYPE 3 -1 BED APT TYPE 1C-1141-1 BED APT TYPE 3 -1 BED APT TYPE 1D-1141-1 BED APT TYPE 4-2 BED APT TYPE 1-SECOND FLOOR1 BED APT TYPE 1E-1141-UNIT TYPE TOTALS:ONE BEDROOM UNITS 72TWO BEDROOM UNITS11TOTAL UNITS831131-1131-1131---1-12262-1141----2-2---1-11 BED APT TYPE 51 BED APT TYPE 61648111-----1--1ABCDEF26345QPNMLKJHG3A4A5A6A2592RAMP UP TO FIRST FLOOR3ELECT.0215STAIRS034MECH.033LOWERLEVELPARKINGGARAGE031TENANTSTORAGECAGES001STAIRS036TENANTSTORAGECAGES0234FUTURE OPENING, TYP OF 3MECH. /WATER002ELEV. LOBBY032ELEV.TENANTSTORAGECAGES016STAIRS035TYP. ALL WALLS IN THIS ROOMTYP. ALL WALLS IN THIS ROOMJOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC LOWER LEVEL PARKINGGARAGE PLAN318218MAY2022SD-100RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401BUILDING AREADESCRIPTIONAREALOWER LEVEL 3,413 SFPARKING GARAGE LOWER LEVEL 22,048 SFFIRST FLOOR 8,981 SFPARKING GARAGE FIRST FLOOR 16,480 SFMEZZANINE 3,429 SFSECOND FLOOR 14,707 SFTHIRD FLOOR 20,504 SFFOURTH FLOOR 20,504 SFFIFTH FLOOR 20,504 SFPENTHOUSE 5,992 SFBUILDING TOTAL 136,561 SFNPARKING GARAGE:BELOW GRADE BENEATH APARTMENT TOWER 48ON GRADE BENEATH APARTMENT TOWER 30TOTAL PARKING GARAGE 78SCALE:1/16" = 1'-0"A1OVERALL LOWER LEVEL PARKING GARAGE FLOOR PLAN
SD-200E1SD-200C1OPEN TO COMMERCIAL SPACE / RETAIL BELOWSD-201D1SD-201B1SD-200E4ELEV.STAIRS235ROOM TYPE LEGENDAPARTMENTAPARTMENT AMENITYCIRCULATION SPACEMECHANICALRETAILAPT. LOBBYANDAMENITIES204A1SD-301A1SD-301D1SD-301D1SD-301A4SD-301A4SD-301STAIRS234STAIRS2361ABCDEF26345QPNMLKJHG3A4A5A6AELEV. LOBBY23232' - 8"5' - 6"22' - 4"20' - 0"9' - 0"23' - 4"23' - 4"5' - 6"25' - 6"30' - 4"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"9' - 0"29' - 3"5' - 6"29' - 3"201' - 4"108' - 6"2 BEDROOMAPT TYPE 22031 BEDROOMAPT TYPE 1E2071 BEDROOMAPT TYPE 1D2091 BEDROOMAPT TYPE 1A2131 BEDROOMAPT TYPE 1A2111 BEDROOMAPT TYPE 1B2151 BEDROOMAPT TYPE 1A2211 BEDROOMAPT TYPE 1A2201 BEDROOMAPT TYPE 1B2161 BEDROOMAPT TYPE 1A2141 BEDROOMAPT TYPE 1A2121 BEDROOMAPT TYPE 1C2101 BEDROOMAPT TYPE 1B2171 BEDROOMAPT TYPE 1B2181 BEDROOMAPT TYPE 1A2221 BEDROOMAPT TYPE 1A219CORR.231CORR.2301,104.19 SFTENANTPATIO2383,059.38 SFROOF TOPPATIO239MECH./ELECT.233WOOD PRIVACY SCREENSD-200E1SD-200C1IN/OUTHOLIDAY INNSD-201D1SD-201B1FDC, REF: SPRINKLER5,789.18 SFCOMMERCIALSPACE /RETAIL100ROOM TYPE LEGENDAPARTMENT AMENITYCIRCULATION SPACEMECHANICALPARKING GARAGERETAILELEV.PACKAGES133PARKINGGARAGE131STAIRS136TRELLIS AREA, REF: LANDSCAPEA1SD-301A1SD-301D1SD-301D1SD-301A4SD-301A4SD-30116 BIKES12 BIKES16 BIKESGAS METERS, REF: PLUMBING-1'-0" +/-REF: CIVIL-0'-4"REF: CIVILSLOPE 1/20 (5%) MAX2 ELECTRIC VEHICLE SPACES1ABCDEF26345QPNMLKJHG3A4A5A6ABIKES116BIKES109BIKES110-1'-0" +/-REF: CIVILELEV. LOBBY132VEST.13032' - 8"5' - 6"22' - 4"20' - 0"9' - 0"23' - 4"23' - 4"5' - 6"25' - 6"4' - 0"30' - 4"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"9' - 0"29' - 3"5' - 6"29' - 3"201' - 4"21' - 6"101' - 6"81' - 8"108' - 6"MECH/ELECT10756 BIKESSTAIRS134CORR.101-0'-0"EMPLOYEE LOCKER5102211RAMP DN TO PARKING GARAGESTAIRS135ELECTRICAL METERS, REF: ELECT.JOB NUMBER:DRAWN BY:CHECKED BY:PHASE:654321ABCEDDATE:BMA ARCHITECTURAL GROUPBMA, PROFESSIONAL CORPORATION ARCHITECTS / DESIGNERS / PLANNERSThese plans are copyrighted and are subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buildings being seized and/or monetary compensation to BMA, Professional Corporation. PROJECTCLIENTSEALARCHITECTCOPYRIGHT12 MIDDLE STREET AMHERST, NEW HAMPSHIRE 03031 /T/ 603.673.1991 /F/ 603.672.1385 WWW.BMAWORLD.COM654321ABCEDREVISIONSCONSULTANTMPAAPPROVALSSCHEMATIC FIRST AND SECOND FLOORPLANS318218MAY2022SD-101RKBNOT APPROVEDFORCONSTRUCTIONNORTH DORSET MULTI-FAMILYLARKIN HOSPITALITY1068 WILLISTON RD, SOUTH BURLINGTON, VERMONT 05403410 SHELBURNE ROAD, BURLINGTON, VERMONT 05401SCALE:1/16" = 1'-0"D1OVERALL SECOND FLOOR PLANNNSCALE:1/16" = 1'-0"A1OVERALL FIRST FLOOR PLAN