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O-16-11
u O C SDI = PARKWAY NORTH. 'CENTER PRELIMINARY SITE PLAN i e s.s• na sP¢cs +c uolcu sr•ccv a P o 0 V Ddb PARKWAY TYPICAL P-ARKING LOT SECTION LEGEND ABBREVIATIONS w. tucs<m 0... o• o•.o ti . .. PRELIMINARY SITE PLAN 1997 Approved Parkway North Preliminary Site Plan 2ABPN: EXTERIOR CHARACTER - 23 MARCH 2016EXTERIOR CHARACTERVIEW ALONG ENTRY DRIVE LOOKING NORTHWEST(SOUTH ELEVATION OF BUILDING SHOWN) BrickStoneVision glassAluminumcompositepanels (ACM) 3ABPN: EXTERIOR CHARACTER - 23 MARCH 2016VIEW AT ENTRANCE LOOKING NORTHWEST(SOUTH ELEVATION OF BUILDING SHOWN)EXTERIOR CHARACTERBrickStoneVision glassAluminumcompositepanels (ACM) 4ABPN: EXTERIOR CHARACTER - 23 MARCH 2016VIEW ALONG DRIVE ALONG WEST SIDE OF PROPERTY(SOUTHWEST CORNER OF BUILDING SHOWN)EXTERIOR CHARACTERBrickBuilding on adjacent property (Site 8)Vision glassAluminumcompositepanels (ACM) 5ABPN: EXTERIOR CHARACTER - 23 MARCH 2016VIEW ALONG DRIVE ALONG WEST SIDE OF PROPERTY(NORTHWEST CORNER OF BUILDING SHOWN)EXTERIOR CHARACTERBrickConcreteVision glassAluminumcompositepanels (ACM)Building on adjacent property (Site 8) 6ABPN: EXTERIOR CHARACTER - 23 MARCH 2016EXTERIOR CHARACTERVIEW FROM POND LOOKING SOUTHWEST(NORTH AND WEST ELEVATIONS SHOWN)BrickConcreteVision glass Aluminumcompositepanels (ACM) MATCH EXISTING SIGNS9' - 11 9/16"1' - 0"MATCH EXISTING SIGNS4' - 1"CONCRETEBASE TO MATCHEXISTINGPAINTED SIGNTO MATCHEXISTINGRAISEDLETTERING TOMATCHEXISTINGCHANGEABLEPANEL1' - 8"3' - 4"ANODIZED ALUMINUMPANEL ON METALSTANDOFFSANODIZED ALUMINUMLETTERS ON METALSTANDOFFS8"4"8"10' - 0"11' - 7 5/16"4' - 8"5' - 0"_6' - 8"4"13'6"351 WEST HUBBARD STREETSUITE 708CHICAGO, IL 60654T. 312.755.1200F. 312.755.1155SCALE:SEALDRAWING TITLE:PROJECT TITLE:PROJECT No:DATENO.ISSUEKEY PLANOwner:General Contractor:Civil / Site:Structural:MEP:Landscape:As indicated3/16/2016 4:07:34 PMc:\REVIT LOCAL\62560_ARCH_2015_j.bergman.rvtSIGNAGEELEVATIONS62560.00ABPN03/15/2016AS-101c7 PARKWAY NORTHDEERFIELD, 60015ZONING SUBMISSIONABPN2150 E. LAKE COOK ROAD, SUITE 900BUFFALO GROVE, IL 60089BERGLUND CONSTRUCTION111 E. WACKER DRIVE SUITE 2450CHICAGO, IL 60601, 312-726-6624ERICKSSON ENGINEERING ASSOCIATES601 W. RANDOLPH STREET SUITE 500CHICAGO, IL 60661, 312-463-0551KJWW231 SOUTH LASALLE, SUITE 600CHICAGO, IL 60604, 312-294-0501KJWW231 SOUTH LASALLE, SUITE 600CHICAGO, IL 60604, 312-294-0501WOLFF LANDSCAPE ARCHITECTURE307 NORTH MICHIGAN AVENUE, SUITE 601CHICAGO, IL 60601, 312-663-5494 1" = 1'-0"1ELEVATION - MONUMENT SIGN FRONT 1" = 1'-0"2ELEVATION - BUILDING SIGNAGE 0143.25' W x 36.9' AVG. H= 1598 SQUARE FEETOF WALL AREA29.75' W x 36.47' AVG. H= 1085 SQUARE FEETOF WALL AREA170' W x 37.66' AVG. H= 6403 SQUARE FEETOF WALL AREASIGNAGE CALCULATIONS9,086 SQUARE FEET OF WALL AREA(1598 SF + 1085 SF + 6403 SF)90 SQUARE FEET OF SIGNAGE AREA= <1% OF WALL AREA IS OCCUPIED WITH SIGNAGE 7ABPN: EXTERIOR CHARACTER - 22 MARCH 2016SIGNAGEProposed sign to match existing signs. See drawing AS-101c more detailed information. 8ABPN: EXTERIOR CHARACTER - 22 MARCH 2016SIGNAGEProposed sign to match existing signs. See drawing AS-101c more detailed information. +4'-0"+4'-0" +4'-0"+4'-0"+4'-0"+4'-0"+4'-0"+0'-0"+0'-0" +4'-0" +4'-0" +4'-0" +2'-0"+2'-0" +0'-0"414 18 SPACES TOTAL312479101213141516171819202122232425268112728293031323536373334PLANTING, TYP.50% DECIDUOUS SHRUBS25% EVERGREEN SHRUBS25% PERENNIALS ANDORNAMENTAL GRASSESSOD4 MULTI-STEMHONEYLOCUST 14' HT4 AUTUMN BLAZE MAPLE 16' HT9 ROYAL RAINDROPSCRABAPPLE1 TRIUMPH ELM1 TRIUMPH ELM6 WHITE SPIREBIRCH3 SERBIAN SPRUCE3 COLORADOBLUE SPRUCE4 NORWAYSPRUCE1 SWAMPWHITE OAK1 COCKSPURHAWTHORN2 SWAMPWHITE OAK1 COCKSPURHAWTHORN1 COCKSPURHAWTHORN1 SWAMPWHITE OAK2 COCKSPURHAWTHORN1 SWAMPWHITE OAK1 SWAMP WHITEOAK1 COCKSPURHAWTHORN2 SWAMPWHITE OAK1 COCKSPURHAWTHORN1 SWAMPWHITE OAK1 COCKSPURHAWTHORN1 SWAMP WHITE OAK2 SWAMPWHITE OAK4 NORWAY SPRUCE4 SERBIAN SPRUCE3 BLACK ALDERMULTI-STEM4 SERBIANSPRUCE3 COCKSPURHAWTHORN4 NORWAY SPRUCE2 COCKSPURHAWTHORN7 SERBIAN SPRUCETREE UPLIGHT, TYP.7 WHITE SPIRE BIRCH6 MULTI-STEM REDMONDAMERICAN LINDENMULCH BED, TYP.MULCH BED, TYP.FIRE PIT, TBD.P.I.P. CONCRETE STEPSFORMS + SURFACESCONCRETE BENCH WITHWOOD CLADDING, TYP.PRECASTCONCRETEBOLLARDLIGHT, TYP.POLE LIGHT, TYP.FORMS + SURFACESCONCRETE BENCHWITH WOODCLADDING, TYP.FORMS + SURFACES CONCRETE BENCHWITH WOOD CLADDING, TYP.POLE LIGHT, TYP.2 x 6 IPE PAVER,SMOOTH FINISH2 x 6 IPE PAVER, SMOOTH FINISH, TYP.30" X 30" X 2" WAUSAU TECTURA DESIGNSSTONEY CREEK PAVER, COLOR TBD.30" X15" X 2" WAUSAUTECTURA DESIGNSSTONEY CREEK PAVER,COLOR TBD.30" X15" X 2" WAUSAU TECTURA DESIGNSSTONEY CREEK PAVER, COLOR TBD.PRECASTCONCRETEBOLLARDLIGHT,TYP.P.I.P.CONCRETEPAVEMENTP.I.P.CONCRETEPAVEMENTP.I.P.CONCRETEPAVEMENTP.I.P. CONCRETE BORDERCURB, SEE CIVILDRAWINGSP.I.P.CONCRETEPAVEMENT1L3012L3012' HT. 6" W. P.I.P.CONCRETE PLANTERWALL, TYP. FINISH TBD.GARDEN BOLLARDLIGHT, TYP.ADA ACCESS ROUTE < 5% SLOPEEXISTING LIGHTPOLE TO REMAIN3" DEPTH SCHWAKESTONE COBBLE BC,EXTRA LARGE ORAPPROVED EQUAL TYP.30" X15" X 2" WAUSAU TECTURA DESIGNSSTONEY CREEK PAVER ON BITUMINOUSSETTING BED, COLOR TBD.EXISTING PLANTINGTO REMAINSTOP SIGNMONUMENTSIGN WITHLOW PLANTINGSTOP SIGNSTOP SIGN7 PARKWAY NORTHDEERFIELD, IL 60015SCALE:SEALPROJECT TITLE:DRAWING TITLE:PROJECT No: 62560.00ABPNBUILDINGNEW OFFICE ZONING SUBMISSION NOT FOR CONSTRUCTION03/23/2016NO.REVISIONDATE601 W. RANDOLPH STREET, SUITE 500CHICAGO, IL 60661, 312.463.0551WOLFF LANDSCAPE ARCHITECTUREKJWWCHICAGO, IL 60601, 312.663.5494307 NORTH MICHIGAN AVENUE, SUITE 601CHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 600MEP:Landscape:Structural:ABPN2150 E. LAKE COOK ROAD, SUITE 900Berglund ConstructionERICKSSON ENGINEERING ASSOCIATESCHICAGO, IL 60601, 312.726.6624111 E. WACKER DRIVE, SUITE 2450BUFFALO GROVE, IL 60089Civil / Site:General Contractor:Owner:KEY PLAN351 WEST HUBBARD STREETSUITE 708CHICAGO, IL 60654T. 312.755.1200F. 312.755.1155KJWWCHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 6001Schematic Design201601152Zoning Submission20160323L-101-1PROPOSEDLANDSCAPE AND LIGHTING PLAN1" = 20'-0"SYMBOLTYPESIZEQTYMANUFACTURERMODELBENCH COVE LIGHTPOLE LIGHTKIM LIGHTINGPRA25-6188POST TOPPRECAST CONCRETE BOLLARD LIGHT8182GARDEN BOLLARD LIGHT16TREE UPLIGHT26LIGHT FIXTURE SCHEDULE25' HT. 25" DIA.36" HT. 12" DIA.10" HT. 6" DIA.8" HT. 2 1/4" DIA.0.74" L x 0.35" HTCANTERBURYFORMS + SURFACESLUMINIIBK LIGHTINGDS-LED-E36-MFL-A9-*FINISH-12-B/POWERPIPE/REMOTE TRANSFORMERKSW-LENGTH-30K-SO-F-F-*FINISH-*POWERFEED-PSD-*WATTAGE-24SERIES 600 PATHWAY BOLLARD, 6"DIAMETER COLUMNJARDIN 300 BOLLARDWITH FLAT TOPPRECAST CONCRETEBOLLARD LIGHTGARDEN BOLLARD LIGHTTREE UPLIGHTBENCH COVE LIGHTPOLE LIGHTSCALE:PROPOSED LANDSCAPE AND LIGHTING PLAN11" = 20'-0" 16 111 SPACES TOTAL121315182116+4'-0"+4'-0" +4'-0"+4'-0"+4'-0"+4'-0"+4'-0"+0'-0"+0'-0" +4'-0" +4'-0" +4'-0" +2'-0"+2'-0" +0'-0"3124791012131415161720811202122232425262728293031323536373334+4'-0"+4'-0" +4'-0"+4'-0"+4'-0"+4'-0"+4'-0"+0'-0"+0'-0" +4'-0" +4'-0" +4'-0" +2'-0"+2'-0" +0'-0"2023242526272829303132353637333419182122PLANTING, TYP.50% DECIDUOUS SHRUBS25% EVERGREEN SHRUBS25% PERENNIALS ANDORNAMENTAL GRASSES4 MULTI-STEMHONEYLOCUST 14' HT6 WHITE SPIREBIRCH3 SERBIAN SPRUCE3 COLORADOBLUE SPRUCE4 NORWAYSPRUCE1 SWAMPWHITE OAK1 COCKSPURHAWTHORN2 SWAMPWHITE OAK1 COCKSPURHAWTHORN1 COCKSPURHAWTHORN1 SWAMPWHITE OAK2 COCKSPURHAWTHORN1 SWAMPWHITE OAK1 SWAMP WHITE OAK1 COCKSPURHAWTHORN2 SWAMPWHITE OAK2 COCKSPURHAWTHORN1 SWAMP WHITE OAK4 NORWAY SPRUCE3 BLACK ALDERMULTI-STEMGARDEN BOLLARDLIGHT, TYP.4 SERBIAN SPRUCE3 COCKSPURHAWTHORN4 NORWAY SPRUCEPLANTING, TYP.50% DECIDUOUS SHRUBS25% EVERGREEN SHRUBS25% PERENNIALS ANDORNAMENTAL GRASSES2 COCKSPURHAWTHORN7 SERBIAN SPRUCEPOLE LIGHT, TYP.PRECAST CONCRETEBOLLARD LIGHT, TYP.TREE UPLIGHT, TYP.7 WHITE SPIRE BIRCHWALKWAY2 SWAMPWHITE OAK1 COCKSPURHAWTHORNPOLE LIGHT, TYP.4 AUTUMN BLAZEMAPLE 16' HT2 TRIUMPH ELM2 TRIUMPH ELM7 ROYAL RAINDROPSCRABAPPLE2 SERBIAN SPRUCEFIRE PIT, TBD.P.I.P. CONCRETE STEPSFORMS + SURFACESCONCRETE BENCH WITHWOOD CLADDING, TYP.FORMS + SURFACESCONCRETE BENCHWITH WOODCLADDING, TYP.FORMS + SURFACES CONCRETE BENCHWITH WOOD CLADDING, TYP.2 x 6 IPE PAVER,SMOOTH FINISH2 x 6 IPE PAVER, SMOOTH FINISH, TYP.30" X 30" X 2" WAUSAU TECTURA DESIGNSSTONEY CREEK PAVER, COLOR TBD.30" X15" X 2" WAUSAUTECTURA DESIGNSSTONEY CREEK PAVER,COLOR TBD.30" X15" X 2" WAUSAU TECTURA DESIGNSSTONEY CREEK PAVER, COLOR TBD.PRECASTCONCRETEBOLLARDLIGHT,TYP.P.I.P.CONCRETEPAVEMENTP.I.P.CONCRETEPAVEMENT1L3012L3012' HT. 6" W. P.I.P.CONCRETE PLANTERWALL, TYP. FINISH TBD.GARDEN BOLLARDLIGHT, TYP.ADA ACCESS ROUTE < 5% SLOPE3" DEPTH SCHWAKESTONE COBBLE BC,EXTRA LARGE ORAPPROVED EQUAL TYP.30" X15" X 2" WAUSAU TECTURA DESIGNSSTONEY CREEK PAVER ON BITUMINOUSSETTING BED, COLOR TBD.MONUMENTSIGN WITHLOWPLANTINGSTOP SIGNSTOP SIGNSTOP SIGN7 PARKWAY NORTHDEERFIELD, IL 60015SCALE:SEALPROJECT TITLE:DRAWING TITLE:PROJECT No: 62560.00ABPNBUILDINGNEW OFFICE ZONING SUBMISSION NOT FOR CONSTRUCTION03/23/2016NO.REVISIONDATE601 W. RANDOLPH STREET, SUITE 500CHICAGO, IL 60661, 312.463.0551WOLFF LANDSCAPE ARCHITECTUREKJWWCHICAGO, IL 60601, 312.663.5494307 NORTH MICHIGAN AVENUE, SUITE 601CHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 600MEP:Landscape:Structural:ABPN2150 E. LAKE COOK ROAD, SUITE 900Berglund ConstructionERICKSSON ENGINEERING ASSOCIATESCHICAGO, IL 60601, 312.726.6624111 E. WACKER DRIVE, SUITE 2450BUFFALO GROVE, IL 60089Civil / Site:General Contractor:Owner:KEY PLAN351 WEST HUBBARD STREETSUITE 708CHICAGO, IL 60654T. 312.755.1200F. 312.755.1155KJWWCHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 6001Schematic Design201601152Zoning Submission20160323L-102LANDBANKED PARKING LANDSCAPE PLAN1" = 20'-0"SCALE:LANDBANKED PARKING LANDSCAPE PLAN11" = 20'-0" SHADE TREES CODEBOTANICAL NAMECOMMON NAMEQTYCAL.HT.DECIDUOUSSHRUBSSPIRAEA JAPONICA 'NEON FLASH'NEON FLASH JAPANESE SPIREASJNFEFCEUONYMOUS FORTUNE 'COLORATUS'PURPLE LEAF WINTERCREEPERTMT-1TAXUS X MEDIA 'TAUNTONII'TAUNTON YEW-----CARSCLETHRA ALNIFOLIA 'RUBY SPICE'RUBY SPICE CLETHRA---NFNEPETA X FAASSENIICATMINTPAHPENNISETUM ALOPECUROIDES 'HAMELN'HAMELN DWARF FOUNTAIN GRASS--ALNUS GLUTINOSABLACK ALDER4"-RPKOROSA X 'PINK KNOCKOUT'PINK KNOCKOUT ROSE-WSSWEIGELA FLORIDA 'SHINING SENSATION'SHINING SENSATION OLD FASHIONED WEIGELA--JCSGJUNIPERUS CHINENSIS 'SEA GREEN'SEA GREEN JUNIPER-PTPACHYSANDRA TERMINALISPACHYSANDRA---BGMBUXUS X 'GREEN MOUNTAIN'GREEN MOUNTAIN BOXWOOD---DAYLILY SPECIES MIXHSMHEMEROCALLIS SPECIES MIXMALUS 'JFS-KW5'MJKROYAL RAINDROPS CRABAPPLE4"-SPIRAEA BETULAIFOLIA 'TOR'BIRCHLEAF SPIREASBT-EVERGREENSHRUBSPERENNIALS,ORNAMENTAL GRASSES,AND GROUND COVER RRKOROSA X 'RED KNOCKOUT'RED KNOCKOUT ROSE-ORNAMENTALTREESCRATAEGUS CRUS-GALLICCGCOCKSPUR HAWTHORN4"8'MULTI-STEM, 4-5 STEMS MINIMUM, SPRING DIG ONLYBPW4"14'--MULTI-STEM, 4-5 STEMS MINIMUMGLEDITSIA TRIACANTHOS VAR. INERMIS 'SKYLINE'GTISSKYLINE THORNLESS HONEYLOCUST4"14'4"16'QUERCUS BICOLORQBSWAMP WHITE OAK4"-BETULA POPULIFOLIA 'WHITESPIRE'WHITESPIRE BIRCHACER X FREEMANII 'AUTUMN BLAZE'AUTUMN BLAZE MAPLEMULTI-STEM, 4-5 STEMS MINIMUM OR SINGLE STRAIGHT TRUNK-SPIRAEA JAPONICA 'LITTLE PRINCESS'LITTLE PRINCESS SPIREASJLP--SPIRAEA JAPONICA 'GOLDFLAME'GOLDFLAME SPIREASJG-TMT-2TAXUS X MEDIA 'TAUNTONII'TAUNTON YEW-24"---20"1344123139-----------------PLANT PALETTENOTE: QUANTITIES ON THE PLANT LIST ARE PROVIDED FOR INFORMATION ONLY. PLANT QUANTITIES UNDER THE CONTRACT ARE INDICATED ON THE PLANS. IN THE EVENT OF ANYDISCREPANCIES, THE CONTRACT SHALL BE BASED ON THE QUANTITIES SHOWN ON THE PLANS.EVERGREEN TREE INSTALLATION DETAIL3SCALE: 1/2" = 1'-0"DECIDUOUS TREE INSTALLATION DETAIL1SCALE: 1/2" = 1'-0"SHRUB INSTALLATION DETAIL5SCALE: 1" = 1'-0"ORNAMENTAL GRASS, PERENNIAL AND GROUNDCOVER INSTALLATION DETAIL2SCALE: 1" = 1'-0"MULTI-STEM SHADE TREE INSTALLATION DETAIL4SCALE: 1/2" = 1'-0"MULTI-STEMSINGLE STRAIGHT TRUNK, SPECIMEN QUALITYB&BMULTI-STEM, 4-5 STEMS MINIMUM, SPRING DIG ONLYSPRDROOTREMARKSB&BB&BB&BB&BB&BB&B7 PARKWAY NORTHDEERFIELD, IL 60015SCALE:SEALPROJECT TITLE:DRAWING TITLE:PROJECT No: 62560.00ABPNBUILDINGNEW OFFICE ZONING SUBMISSION NOT FOR CONSTRUCTION03/23/2016NO.REVISIONDATE601 W. RANDOLPH STREET, SUITE 500CHICAGO, IL 60661, 312.463.0551WOLFF LANDSCAPE ARCHITECTUREKJWWCHICAGO, IL 60601, 312.663.5494307 NORTH MICHIGAN AVENUE, SUITE 601CHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 600MEP:Landscape:Structural:ABPN2150 E. LAKE COOK ROAD, SUITE 900Berglund ConstructionERICKSSON ENGINEERING ASSOCIATESCHICAGO, IL 60601, 312.726.6624111 E. WACKER DRIVE, SUITE 2450BUFFALO GROVE, IL 60089Civil / Site:General Contractor:Owner:KEY PLAN351 WEST HUBBARD STREETSUITE 708CHICAGO, IL 60654T. 312.755.1200F. 312.755.1155KJWWCHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 6001Schematic Design201601152Zoning Submission20160323L-201PLANT LIST AND DETAILSNOT TO SCALE------------------------SINGLE STRAIGHT TRUNK, SPECIMEN QUALITY, SPRING DIG ONLYEVERGREENTREESPICEA ABIESPANORWAY SPRUCE8'12B&B-SINGLE STRAIGHT TRUNK, SPECIMEN QUALITY, SPRING DIG ONLYPICEA OMORIKAPOSERBIAN SPRUCE8'18B&B-SINGLE STRAIGHT TRUNK, SPECIMEN QUALITY, SPRING DIG ONLY--PICEA PUNGENS 'GLAUCA'PPGCOLORADO BLUE SPRUCE8'3B&B-SINGLE STRAIGHT TRUNK, SPECIMEN QUALITY, SPRING DIG ONLY-AGAFABTILIA AMERICANA 'REDMOND'TARREDMOND AMERICAN LINDEN4"-6B&B-SINGLE STRAIGHT TRUNK, SPECIMEN QUALITYULMUS CARPINIFOLIA 'MORTON GLOSSY'UCMGTRIUMPH ELM4"-2B&B-SINGLE STRAIGHT TRUNK, SPECIMEN QUALITY 3124791012131415161718192021222324252681127282930313235363733347 PARKWAY NORTHDEERFIELD, IL 60015SCALE:SEALPROJECT TITLE:DRAWING TITLE:PROJECT No: 62560.00ABPNBUILDINGNEW OFFICE ZONING SUBMISSION NOT FOR CONSTRUCTION03/23/2016NO.REVISIONDATE601 W. RANDOLPH STREET, SUITE 500CHICAGO, IL 60661, 312.463.0551WOLFF LANDSCAPE ARCHITECTUREKJWWCHICAGO, IL 60601, 312.663.5494307 NORTH MICHIGAN AVENUE, SUITE 601CHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 600MEP:Landscape:Structural:ABPN2150 E. LAKE COOK ROAD, SUITE 900Berglund ConstructionERICKSSON ENGINEERING ASSOCIATESCHICAGO, IL 60601, 312.726.6624111 E. WACKER DRIVE, SUITE 2450BUFFALO GROVE, IL 60089Civil / Site:General Contractor:Owner:KEY PLAN351 WEST HUBBARD STREETSUITE 708CHICAGO, IL 60654T. 312.755.1200F. 312.755.1155KJWWCHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 6001Schematic Design201601152Zoning Submission20160323L-100TREE PRESERVATION PLAN1" = 20'-0"EXISTING TREE TO BE REMOVEDEXISTING TREE TO REMAINLEGEND123456789101112NUMBERSIZEBOTANICAL NAMECONDITIONREMARKSCOMMON NAMEEXISTING TREE KEY12"10"9"6"6"18"6"8"6"20"12"GOODGOODGOODTO REMAIN1314151617181920212223242526272829303132333435TO REMAINTO REMAINTO REMAINTO REMAINTO REMAINGOODGOODGOODTO REMAINTO REMAINTO REMAINTO REMAIN15"GOODTO REMAIN12"GOODTO REMAIN8"GOOD11"GOOD15"GOOD10"GOODTO BE REMOVED10"GOOD13"GOOD16"GOOD11"GOOD11"14"GOODTO REMAIN6"15"GOODTO REMAIN9"TO REMAIN9"TO REMAIN8"TO REMAIN7"TO REMAIN8"TO REMAIN6"12"12"6"TO REMAIN6"TO REMAIN36376"6"COCKSPUR HAWTHORNCRATAEGUS CRUS-GALLIAUTUMN BLAZE MAPLEACER X FREEMANII 'AUTUMN BLAZE'SKYLINE THORNLESS HONEYLOCUSTGLEDITSIA TRIACANTHOS VAR. INERMIS 'SKYLINE'WHITE ASHFRAXINUS AMERICANACOLORADO GREEN SPRUCEPICEA PUNGENSNORWAY SPRUCEPICEA ABIESWHITE ASHFRAXINUS AMERICANAWHITE ASHFRAXINUS AMERICANAWHITE ASHFRAXINUS AMERICANAWHITE ASHFRAXINUS AMERICANAWHITE ASHFRAXINUS AMERICANAWHITE ASHFRAXINUS AMERICANAWHITE ASHFRAXINUS AMERICANAWHITE ASHFRAXINUS AMERICANAWHITE ASHFRAXINUS AMERICANAAUTUMN BLAZE MAPLEACER X FREEMANII 'AUTUMN BLAZE'NORWAY SPRUCEPICEA ABIESNORWAY SPRUCEPICEA ABIESSKYLINE THORNLESS HONEYLOCUSTGLEDITSIA TRIACANTHOS VAR. INERMIS 'SKYLINE'BLACK ALDERALNUS GLUTINOSABLACK ALDERALNUS GLUTINOSATREE NO. 37BLACK ALDERALNUS GLUTINOSABLACK ALDERALNUS GLUTINOSABLACK ALDERALNUS GLUTINOSACOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLICOLORADO SPRUCEPICEA PUNGENSGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODGOODTO REMAINTO BE REMOVEDTO BE REMOVEDTO BE REMOVEDTO BE REMOVEDTO BE REMOVEDTO BE REMOVEDTO REMAINTO REMAINTO REMAINTO REMAINTO REMAINTO REMAINCOCKSPUR HAWTHORNCRATAEGUS CRUS-GALLITO REMAINTO REMAINTREE NO. 16TREE NO. 17TREE NO. 18TREE NO. 19TREE NO. 20TREE NO. 21TREE NO. 15TREE NO. 23TREE NO. 24TREE NO. 25TREE NO. 26TREE NO. 27TREE NO. 28TREE NO. 22TREE NO. 1TREE NO. 2TREE NO. 3TREE NO. 4TREE NO. 5TREE NO. 6TREE NO. 7TREE NO. 8TREE NO. 9TREE NO. 10TREE NO. 11TREE NO. 12TREE NO. 13TREE NO. 14TREE NO. 30TREE NO. 31TREE NO. 32TREE NO. 33TREE NO. 34TREE NO. 35TREE NO. 29TREE NO. 36SCALE:TREE PRESERVATION PLAN11" = 20'-0" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.8 0.8 0.7 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 0.9 0.8 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.1 1.2 1.2 1.0 0.8 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.6 0.7 0.9 1.0 1.1 1.2 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.2 1.5 1.4 1.1 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.2 1.6 1.9 1.6 1.3 1.1 0.9 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.2 1.5 2.3 2.4 1.6 1.2 0.9 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.5 2.4 2.3 1.4 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.6 2.0 1.8 1.4 1.1 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.7 0.8 1.0 1.1 1.2 1.5 1.7 1.5 1.4 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.3 1.4 1.4 1.3 1.2 1.1 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.5 1.5 1.3 1.1 1.1 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.4 1.6 1.7 1.4 1.1 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.4 0.4 0.4 0.5 0.6 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.7 0.8 1.0 1.1 1.2 1.3 1.5 1.7 1.7 1.5 1.2 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.5 0.7 0.9 0.7 0.7 0.8 0.8 1.0 1.2 1.0 1.0 1.1 1.1 1.0 1.0 1.1 1.0 0.8 0.8 0.8 0.8 1.0 0.8 0.8 0.8 1.0 1.2 1.2 1.3 1.4 1.6 1.7 1.6 1.5 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.8 0.7 0.7 0.9 1.2 1.2 1.1 1.2 1.2 1.5 1.4 1.3 1.3 1.5 1.4 1.2 1.3 1.5 1.4 1.1 1.2 1.1 1.2 1.3 1.1 0.9 1.1 1.3 1.4 1.4 1.4 1.5 1.6 1.7 1.7 1.5 1.4 1.1 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.1 1.0 1.1 1.3 1.5 1.5 1.4 1.6 1.7 1.5 1.5 1.6 1.9 1.8 1.6 1.5 1.5 1.7 1.6 1.4 1.5 1.6 1.3 1.3 1.2 1.4 1.5 1.5 1.5 1.6 1.6 1.7 1.8 1.7 1.5 1.3 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.0 1.2 1.4 1.2 1.3 1.6 1.8 2.1 2.2 2.1 2.0 1.8 1.7 2.0 2.3 2.2 2.0 1.7 1.8 1.9 2.0 2.1 2.0 1.8 1.6 1.4 1.5 1.7 1.7 1.6 1.6 1.7 1.7 1.8 1.8 1.7 1.4 1.1 0.9 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.3 1.5 1.4 1.4 1.7 2.2 2.6 3.0 2.5 2.2 1.9 1.9 2.2 2.4 2.4 2.2 1.9 1.9 2.3 2.6 3.0 2.6 2.2 1.8 1.6 1.7 1.8 1.8 1.7 1.7 1.7 1.6 1.6 1.5 1.4 1.1 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.0 1.2 1.4 1.5 1.4 1.5 1.8 2.2 2.4 2.1 1.9 1.9 2.0 2.2 2.2 2.2 2.2 2.0 1.9 2.0 2.3 2.6 2.3 1.9 1.7 1.6 1.7 1.7 1.7 1.7 1.7 1.6 1.7 1.7 1.6 1.4 1.3 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.3 1.4 1.4 1.4 1.5 1.7 1.8 1.7 1.7 1.7 1.9 2.0 2.0 2.0 2.0 1.8 1.7 1.7 1.8 1.9 1.7 1.6 1.5 1.5 1.6 1.6 1.6 1.6 1.7 1.7 1.9 2.1 1.9 1.5 1.4 1.1 0.8 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.4 1.4 1.4 1.5 1.6 1.7 1.6 1.6 1.6 1.8 1.9 1.9 1.9 1.9 1.8 1.6 1.6 1.6 1.7 1.6 1.5 1.4 1.5 1.6 1.6 1.6 1.6 1.8 1.9 2.4 2.5 2.0 1.7 1.3 1.0 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.0 1.2 1.4 1.4 1.4 1.5 1.5 1.6 1.5 1.5 1.6 1.7 1.8 1.8 1.8 1.8 1.7 1.6 1.4 1.4 1.5 1.5 1.4 1.4 1.5 1.6 1.5 1.6 1.6 1.8 2.1 2.9 3.0 2.0 1.5 1.1 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.5 0.6 0.6 0.7 0.8 0.9 0.9 1.0 1.2 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.5 1.7 1.8 1.9 1.9 1.8 1.7 1.5 1.4 1.3 1.4 1.4 1.4 1.4 1.5 1.6 1.6 1.5 1.6 1.8 2.1 2.7 2.7 1.9 1.5 1.1 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 0.9 1.1 1.2 1.3 1.5 1.7 1.7 1.7 1.5 1.5 1.5 1.5 1.6 1.8 2.0 2.0 1.9 1.7 1.5 1.4 1.3 1.3 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.7 1.8 2.1 2.5 2.3 1.9 1.5 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.0 0.9 1.0 1.2 1.3 1.3 1.5 1.8 1.9 1.7 1.5 1.5 1.5 1.6 1.6 1.8 2.1 2.2 1.9 1.6 1.5 1.4 1.4 1.3 1.3 1.5 1.7 1.7 1.7 1.7 1.7 1.8 1.9 2.1 2.3 2.1 1.9 1.7 1.2 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.0 1.0 1.1 1.2 1.4 1.5 1.6 1.8 2.0 1.8 1.6 1.6 1.6 1.6 1.7 1.8 2.0 2.1 1.9 1.7 1.6 1.5 1.4 1.4 1.4 1.5 1.6 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.2 2.0 1.8 1.6 1.3 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.1 1.3 1.3 1.3 1.4 1.7 1.8 1.7 1.7 1.8 1.9 1.8 1.6 1.7 1.9 1.9 1.8 1.8 1.9 1.9 1.8 1.5 1.5 1.6 1.6 1.5 1.5 1.5 1.7 1.8 1.9 2.1 2.3 2.5 2.5 2.0 1.7 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.1 1.3 1.3 1.2 1.3 1.6 1.7 1.6 1.5 1.7 1.8 1.7 1.5 1.6 1.8 1.9 1.7 1.5 1.8 1.8 1.6 1.4 1.4 1.5 1.6 1.5 1.3 1.4 1.6 1.7 1.9 2.1 2.4 2.6 2.6 2.1 1.4 1.0 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.1 1.2 1.1 1.1 1.1 1.4 1.5 1.5 1.5 1.6 1.6 1.4 1.4 1.4 1.6 1.7 1.6 1.5 1.6 1.6 1.4 1.3 1.2 1.3 1.4 1.4 1.3 1.3 1.5 1.6 1.8 1.9 2.2 2.4 2.2 1.8 1.3 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.6 0.7 0.8 1.0 1.0 1.0 1.0 1.1 1.2 1.4 1.5 1.5 1.6 1.5 1.3 1.3 1.3 1.4 1.6 1.6 1.5 1.6 1.4 1.3 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.8 2.2 2.2 2.0 1.8 1.5 1.1 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.0 1.0 1.1 1.3 1.5 1.5 1.5 1.6 1.5 1.4 1.4 1.3 1.5 1.6 1.6 1.5 1.6 1.5 1.3 1.2 1.2 1.3 1.4 1.4 1.2 1.3 1.4 1.5 1.7 1.9 2.4 2.4 2.0 1.8 1.6 1.2 0.8 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.8 1.1 1.2 1.2 1.1 1.2 1.5 1.6 1.5 1.4 1.6 1.7 1.6 1.4 1.5 1.7 1.8 1.6 1.4 1.6 1.7 1.5 1.3 1.3 1.4 1.5 1.4 1.2 1.3 1.4 1.6 1.8 2.2 2.7 2.4 2.0 1.7 1.3 1.0 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.2 1.2 1.3 1.5 1.6 1.6 1.5 1.7 1.8 1.6 1.5 1.6 1.7 1.8 1.6 1.6 1.7 1.7 1.6 1.4 1.4 1.5 1.5 1.4 1.3 1.4 1.5 1.7 1.9 2.5 3.1 2.4 1.7 1.4 1.0 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 0.9 1.0 1.0 1.1 1.2 1.3 1.4 1.6 1.7 1.6 1.5 1.4 1.4 1.4 1.5 1.6 1.7 1.8 1.6 1.5 1.4 1.3 1.3 1.2 1.3 1.4 1.5 1.5 1.5 1.6 1.7 2.3 2.7 2.0 1.5 1.2 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 0.9 0.7 0.8 0.9 1.0 1.1 1.2 1.6 1.7 1.5 1.2 1.2 1.2 1.2 1.2 1.4 1.7 1.8 1.6 1.3 1.2 1.2 1.2 1.1 1.2 1.4 1.5 1.5 1.5 1.5 1.6 2.1 2.2 1.8 1.5 1.0 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.9 0.9 1.1 1.3 1.3 1.3 1.1 1.0 1.1 1.1 1.1 1.3 1.5 1.7 1.8 1.5 1.3 1.2 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.8 1.8 1.6 1.5 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 1.0 1.1 1.3 1.9 2.5 2.2 1.5 1.3 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.8 1.7 1.6 1.4 1.3 1.1 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.8 0.9 1.0 1.2 2.0 2.8 2.7 2.0 1.8 1.8 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.5 2.2 1.8 1.3 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.9 2.3 3.5 3.1 3.2 3.2 2.4 3.4 3.1 3.3 3.5 2.7 3.8 3.7 3.9 3.7 2.3 1.8 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.8 1.2 1.9 2.1 2.2 2.1 2.1 2.2 2.2 2.2 2.3 2.3 2.4 2.5 2.7 2.8 2.6 2.3 1.4 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.2 1.3 1.5 1.4 1.4 1.2 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.8 0.7 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.9 1.9 1.2 0.6 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.2 2.5 1.5 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.2 0.5 1.2 1.9 1.6 0.6 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.2 0.4 1.1 2.7 1.5 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.1 0.2 0.3 0.9 1.5 1.2 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 1.6 1.1 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 1.6 1.0 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.4 1.1 0.6 0.9 1.2 0.7 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.3 1.0 1.5 1.6 0.9 1.5 1.2 1.3 0.7 0.8 0.8 0.6 0.5 0.7 0.7 0.4 0.5 0.8 0.5 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.0 1.1 1.5 1.7 1.3 1.5 1.6 1.8 1.3 1.0 0.8 1.7 1.6 0.6 1.0 0.6 1.2 0.3 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.7 1.4 1.2 1.8 1.8 1.1 1.8 2.0 1.3 1.1 0.7 0.6 0.9 0.8 0.5 0.6 0.9 0.6 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.9 0.8 1.4 0.9 0.8 0.7 0.8 0.8 0.6 0.4 0.4 0.3 0.4 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.3 0.4 0.4 0.5 0.6 0.8 1.4 1.0 0.6 0.6 0.7 0.7 0.6 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.8 1.3 1.0 1.3 1.3 1.1 1.5 1.1 0.7 1.1 1.6 1.6 1.4 0.6 0.3 0.5 1.1 1.1 0.5 0.7 1.5 0.7 0.2 0.1 0.0 0.0 0.0 0.0 1.0 1.4 1.3 1.7 1.7 1.3 1.6 1.3 0.7 1.4 1.9 2.1 1.7 0.7 0.3 0.5 1.5 1.5 0.6 0.8 1.6 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.5 0.7 0.7 0.6 0.4 0.2 0.3 0.5 0.5 0.4 0.4 0.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Label Qty Arrangement Description Lum. Lumens LLF Lum. Watts Arr. Watts Total Watts T3 5 SINGLE CC253P35-96L4K 10813 0.850 105.1 105.1 525.5 T5 3 SINGLE CC255P35-96L4K 11100 0.850 104.3 104.3 312.9 BL 30 SINGLE CB12x-36LED-BW-HOR 1012 0.850 42.2 42.2 1266 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb All CalcPts Extending Out To Zero Foot-Candles Illuminance Fc 0.62 3.9 0.0 N.A.N.A.6 6 StatArea - Parking Area Illuminance Fc 1.62 3.0 1.0 1.62 3.00 TITLE:DN BY:DATE: DRAWING / DESIGN NO.: REVISED FROM DRAWING NUMBER(S): 1. THIS LIGHTING DESIGN IS BASED ON LIMITED INFORMATION SUPPLIED BY OTHERS TO HUBBELL LIGHTING. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 2. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 3. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. QUOTE: CHK BY: SCALE:REV. BY:DATE: PHOTOMETRIC PLAN AMERICAN BOARD OF PSYCHIATRY AND NEUROLOGY YWY 2-12-16 1677817 N/A AS NOTED GRAPHIC SCALE ( IN FEET ) 1 inch = 30 - FT. NOR T H PARKW A Y BOUL E V A R D CL 7 PARKWAY NORTHDEERFIELD, IL 60015SCALE:SEALPROJECT TITLE:DRAWING TITLE:PROJECT No: 62560.00ABPNBUILDINGNEW OFFICE NO.REVISIONDATE601 W. RANDOLPH STREET, SUITE 500CHICAGO, IL 60661, 312.463.0551WOLFF LANDSCAPE ARCHITECTUREKJWWCHICAGO, IL 60601, 312.663.5494307 NORTH MICHIGAN AVENUE, SUITE 601CHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 600MEP:Landscape:Structural:ABPN2150 E. LAKE COOK ROAD, SUITE 900Berglund ConstructionERICKSSON ENGINEERING ASSOCIATESCHICAGO, IL 60601, 312.726.6624111 E. WACKER DRIVE, SUITE 2450BUFFALO GROVE, IL 60089Civil / Site:General Contractor:Owner:KEY PLAN351 WEST HUBBARD STREETSUITE 708CHICAGO, IL 60654T. 312.755.1200F. 312.755.1155KJWWCHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 60003/23/2016ISSUE FOR DESIGN DEVELOPMENT03/25/16NOT FOR CONSTRUCTION ISSUED FOR GMP / 50% CD04/25/16NOT FOR CONSTRUCTIONZONING SUBMISSIONISSUED TO VILLAGE OF DEERFIELD05/10/16ISSUED FOR PERMIT05/24/16ZONING SUBMISSION03/23/1605/24/2016ISSUED FOR PERMITLEGENDC-4.0PAVING & SURFACE LEGENDSITE INFORMATION NOR T H PARKW A Y BOUL E V A R D CL 7 PARKWAY NORTHDEERFIELD, IL 60015SCALE:SEALPROJECT TITLE:DRAWING TITLE:PROJECT No: 62560.00ABPNBUILDINGNEW OFFICE NO.REVISIONDATE601 W. RANDOLPH STREET, SUITE 500CHICAGO, IL 60661, 312.463.0551WOLFF LANDSCAPE ARCHITECTUREKJWWCHICAGO, IL 60601, 312.663.5494307 NORTH MICHIGAN AVENUE, SUITE 601CHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 600MEP:Landscape:Structural:ABPN2150 E. LAKE COOK ROAD, SUITE 900Berglund ConstructionERICKSSON ENGINEERING ASSOCIATESCHICAGO, IL 60601, 312.726.6624111 E. WACKER DRIVE, SUITE 2450BUFFALO GROVE, IL 60089Civil / Site:General Contractor:Owner:KEY PLAN351 WEST HUBBARD STREETSUITE 708CHICAGO, IL 60654T. 312.755.1200F. 312.755.1155KJWWCHICAGO, IL 60604, 312.294.0501231 SOUTH LASALLE, SUITE 60003/23/2016ISSUE FOR DESIGN DEVELOPMENT03/25/16NOT FOR CONSTRUCTION ISSUED FOR GMP / 50% CD04/25/16NOT FOR CONSTRUCTIONZONING SUBMISSIONISSUED TO VILLAGE OF DEERFIELD05/10/16ISSUED FOR PERMIT05/24/16ZONING SUBMISSION03/23/1605/24/2016ISSUED FOR PERMITC-3.0LEGEND NOR T H PARKW A Y BOUL E V A R D 7 Parkway NorthDeerfield, IllinoisLEGEND NOR T H PARKW A Y BOUL E V A R D 7 Parkway NorthDeerfield, IllinoisLEGEND NOR T H PARKW A Y BOUL E V A R D 7 Parkway NorthDeerfield, IllinoisLEGEND March 2016 Eriksson Engineering Associates, Ltd. 145 Commerce Drive, Suite A Grayslake, IL 60030 (847) 223-4804 Eriksson Engineering Associates, Ltd. 601 W. Randolph St., Suite 500 Chicago, IL 60661 (312) 463-0551 American Board of Psychiatry and Neurology Traffic and Parking Study Prepared for: Perkins Eastman ERIKSSON ENGINEERING ASSOCIATES, ltd. American Board of Psychiatry and Neurology March 1, 2016 1 INTRODUCTION Eriksson Engineering Associates, Ltd. was retained by Perkins-Eastman Architects to conduct a traffic impact and parking demand study for a new office building within the Parkway North development in Deerfield, Illinois. The proposed site is located on the north side of Parkway North between buildings 5 and 6. It will serve as the new headquarters for the American Board of Psychiatry and Neurology. The purpose of the study was to observe the existing traffic patterns around the site, determine the traffic characteristics of the proposed development, review the parking needs, and develop roadway and parking recommendations. The findings of the study are: •The volume of traffic generated by the development will have no adverse impact on peak- hour traffic conditions along Parkway North. •Access to the site will be provided by three full access drives: o An employee only access drive to a parking garage under the building. o A visitor drive on the north-south circulation road. o A visitor drive on the Parkway North, with a median opening, to serve building visitors and the cross access for vehicular and emergency access to the 6 Parkway North building. •An on-site loading space is provided in front of the building for deliveries. •Refuse pick-up is provided on the east side of the building. •Based on the unique use of the building, the development provides 58 on-site parking spaces. An additional 92 land banked parking spaces are provided to meet the minimum required 150 spaces on-site. ERIKSSON ENGINEERING ASSOCIATES, ltd. American Board of Psychiatry and Neurology March 1, 2016 2 EXISTING CONDITIONS Site Location and Area Land-Use The subject site is currently vacant and located at the northeast corner of Parkway North and a north- south circulation road between buildings at 5 and 6 Parkway North in Deerfield, Illinois. Parkway North is as an office park located at the southeast corner of Deerfield and Saunders Roads.Figure 1 illustrates the site and the surrounding land-uses and roads. Bicycle and Pedestrian Routes Bike routes are located on north side of Deerfield Road and on the east side of Saunders Road, north of Deerfield Road. Public sidewalks are not provided near the site. Public Transportation PACE Bus Route 632 (Lake Cook Shuttle Bug 2) serves the morning weekday rush hour from Lake- Cook Metra Station to Baxter, Dade, Four Parkway North, and One Parkway North. Evening rush hour service goes from Baxter to Deerfield Metra Station. Roadway Characteristics A description of the area roadways providing access to the site is provided below: Deerfield Road (Lake County A47)is four-lane east-west arterial with a striped median and a posted speed limit of 45 mph. A multi-use path is provided along the north side of Deerfield Road adjacent to the site. A partial access interchange is located at I-94 east of the project that provides a southbound on-ramp and northbound off-ramp. A right turn lane is provided for eastbound traffic and a left-turn lane is added for westbound traffic at the Parkway North signalized intersection. Deerfield Road is under the jurisdiction of Lake County Division of Transportation. Saunders Road (Lake County W24)is four-lane north-south arterial with a striped median and a posted speed limit of 40 mph. Sidewalks are provided on both sides of Saunders Road, as well as a multi- use path on the east side through the Parkway North development. A right-turn lane is provided for northbound traffic and a left-turn lane is added for southbound traffic at the Parkway North intersection. Saunders Road is under the jurisdiction of Lake County Division of Transportation. Parkway North is a private internal roadway through the Parkway North Center. Parkway North runs east-west beginning at the signalized intersection with Saunders Road, and curves to the north where it intersects Deerfield Road signalized intersection. Although there are no lane markings present, Parkway North was observed to operate as though there are two travel lanes in each direction. A raised landscaped median is provided along the entire length of Parkway North with access drives for the various office and service buildings. Two of the internal roadway intersections are all-way stop controlled. The posted speed limit is 25 mph. Existing Traffic Volumes Weekday morning (7:00 to 9:00 AM) and afternoon (4:00 to 6:00 PM) manual traffic counts were conducted in January, 2015 on Parkway North at the driveways serving the site and Parcels 3, 4, 5, and 6. The recently installed traffic signal at Deerfield Road at Parkway North was in operation during the counts. These counts showed the peak-hours of traffic occurring from 7:30 to 8:30 AM and 4:45 to 5:45 PM on a weekday. The existing traffic volumes are shown in Figure 2 and included in the Appendix. ERIKSSON ENGINEERING ASSOCIATES, ltd. American Board of Psychiatry and Neurology March 1, 2016 5 SITE TRAFFIC CHARACTERISTICS ABPN (American Board of Psychiatry and Neurology) is a certification organization for psychiatrists and neurologists. Their proposed new facility’s sole use is for ABPN employees (up to 50 staff) and their committee volunteers. In this facility, they will develop certification exams, train their volunteers on how to create exams, and host policy and board meetings in their building. All tests are administered at off-site third party testing facilities. The facility will not be open to the public. To prepare these certification materials, invited guests come to the ABPN offices for a short period of time to review, develop, and prepare psychiatry and neurology certification exams. This occurs in two different ways: forum meetings (75 persons maximum, occurring 2-3 times a year) and committee meetings (20-25 persons maximum, occurring approximately 50 times a year). Site Plan The site plan calls for the construction of an office building on the northern portion of the site. It will have 41,139 square foot of gross building area with 36,732 square feet of gross leasable area). A total of 58 parking spaces will be provided with 40 employee spaces in a garage beneath the building and 18 surface spaces. Three accessible spaces are provided and meet ADA code (two on the surface and one in the garage). Access to the garage is provided by a ramp on the north side of the building from the north-south circulation road. Surface parking will have two full access drives from the north-south circulation road and Parkway North. A drop-off/loading lane is provided at the front of the building. Refuse pick-up will be located on the east side of the building. A copy of the proposed and land bank site plans are included in the Appendix. Trip Generation Employee trip estimates were made using data provided by the Institute of Transportation Engineer’s Trip Generation 9th Ed. manual which contains trip generation surveys of other office uses. The rate of vehicle trip generation was applied to the ABPN employee count and the results are shown in Table 1.Additional visitor traffic for committee meetings were estimated based on 20-25 visitors shuttled one day a week from the nearby Marriott Suites Deerfield to the east. These trips do not necessarily occur during the peak commuter traffic times but were assumed to be for a worst case analysis. Table 1 ABPN Site Traffic Volumes USE ITE Code Size Morning Arrival Evening Peak In Out Total In Out Total Office 710 50 staff 32 5 37 4 19 23 Visitor -20-25 Visitors 10 10 20 10 10 20 Total 42 15 57 14 29 43 ERIKSSON ENGINEERING ASSOCIATES, ltd. American Board of Psychiatry and Neurology March 1, 2016 6 Trip Distribution The trip distribution for the ABPN employees is based on a combination of the existing traffic volumes entering and exiting Parkway North, the distribution of residences in the area, and the road network. The distribution of traffic is shown on Table 2 and Figure 3. In the future, when a proposed office building and road network is completed to the north, approximately 10% of the site traffic (3-4 vehicles) may go north to Saunders Road. Visitor distribution is based on shuttles from the nearby Marriott Suites Deerfield to the east. Table 2 Directional Distribution Direction Employee Visitor East on Parkway North 45%100% West on Parkway North 55%- Total 100%100% Trip Assignment The future vehicular trips that are generated by the development were distributed to the area roadways based on the directional distribution analysis and the proposed site plan.Figure 4 displays the trip assignment for the ABPN employee traffic volumes to the parking garage.Figure 5 shows the visitor shuttle traffic volumes.Figure 6 illustrates the additional amount of traffic generated on Parkway North by the Woodview Apartments, under construction, and the proposed Quadrangle office building to the north.Figure 7 shows the Total Traffic volumes, which is the sum of the existing traffic volumes, the projected site traffic volumes, and the Woodview apartment traffic. Traffic projections were not made for the future office building to the north since it will use the north- south circulation road, a new full access point on Saunders Road, and an additional access to Parkway North to the north. A separate traffic study is underway for that building. The capacity analyses for the intersections along the north-south circulation road show good levels of service and that it can accommodate additional traffic volumes. ERIKSSON ENGINEERING ASSOCIATES, ltd. American Board of Psychiatry and Neurology March 1, 2016 12 ANALYSES Intersection Capacity Analyses An intersection’s ability to accommodate traffic flow is based on the average control delay experienced by vehicles passing through the intersection. The intersection and individual traffic movements are assigned a level of service (LOS), ranging from A to F based on the control delay created by a traffic signal or stop sign. Control delay consists of the initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. LOS A has the best traffic flow and least delay. LOS E represents saturated or at capacity conditions. LOS F experiences oversaturated conditions and extensive delays. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for both signalized and unsignalized intersections are shown in Table 3. Capacity analyses were conducted for each intersection using the HCS computer program to determine the existing and future operating conditions of the access system. These analyses were performed for the weekday peak-hours. Copies of the capacity analysis summaries are included in the Appendix.Table 4 shows the existing and projected level of service and vehicular delay results for each intersection. Table 3 Level of Service Criteria for Intersections Level of Service Description Control Delay (seconds/vehicle) Signals Stop Signs A Minimal delay and few stops <10 <10 B Low delay with more stops >10-20 >10-15 C Light congestion >20-35 >15-25 D Congestion is more noticeable with longer delays >35-55 >25-35 E High delays and number of stops >55-80 >35-50 F Unacceptable delays and over capacity >80 >50 Source: Highway Capacity Manual 2010 North-South Road at the Temporary Road to 6 Parkway North The temporary road has minimal traffic volumes today (2-5 vph) and will be removed as part of the development plan. 5 Parkway North Driveway This full access driveway serving the existing daycare and fitness center at 5 Parkway North will remain and will continue to work at a good level of service. 3 and 6 Parkway North Access This intersection is an All-Way-Stop-Controlled intersection serving the buildings to the north and south. The existing and projected intersection level of service is good with a minimal increase in traffic delays. No additional improvements are required. ERIKSSON ENGINEERING ASSOCIATES, ltd. American Board of Psychiatry and Neurology March 1, 2016 13 Table 4 Intersection Level of Service and Delay Intersection Morning Peak Hour Evening Peak Hour Existing Total Existing Total Parkway 4 and 5 Access On Parkway North(1)LOS C-15.7 LOS C-23.2 LOS C-16.9 LOS D-29.0 ABPN Access On Parkway North LOS B-11.1 LOS B-11.6 Parkway 3 and 6 Access On Parkway North LOS A-8.6 LOS A-9.0 LOS B-10.2 LOS B-11.2 ABPN Garage Access at North-South Road(1)LOS A-9.4 LOS A-9.3 ABPN Visitor Access at North-South Road LOS A LOS A 5 Parkway North Access at North-South Road(1)LOS A-8.7 LOS A-8.9 LOS A-8.7 LOS A-9.4 Temporary Road at North-South Road LOS A-7.3 LOS A-8.8 (1)LOS based on approach with highest delay 4 and 5 Parkway North Access The access from 4 and 5 Parkway North has stop sign control for vehicles turning onto Parkway North. The existing and projected intersection level of service is good with a minimal increase in traffic delays. Additional capacity is available to serve the future office building to the north. No additional improvements are required. ABPN Garage Access A ramp down to the parking garage is proposed along the north side of the building to the 40 employee parking spaces. At the building face, a garage door is provided for security and will be operated by transponders issued to the employees. At the top of the ramp, exiting traffic will be under stop sign control before turning onto the north-south road. With low volume of site traffic, traffic operations will be good. ABPN Visitor Access Access to the surface parking spaces is provided by full access drives on the north-south road and on Parkway North. An opening in the median on Parkway North is proposed approximately 275 feet east of the north-south circulation road. This drive will provide access for visitors and maintain the relocated secondary vehicular and emergency access to 6 Parkway North. A separate left-turn lane on Parkway North is not required due to the low left-turning volumes. The property address will be located on signage next to the drive. Fire Access Review A preliminary site plan has been provided to the Deerfield Bannockburn Fire Protection District and they have given their initial approval. A copy of their letter is in the Appendix. ERIKSSON ENGINEERING ASSOCIATES, ltd. American Board of Psychiatry and Neurology March 1, 2016 14 PARKING Parking requirements for the building are based on the annexation agreement for the Parkway North Development which requires that 3.3 parking spaces per one thousand square feet of gross leasable area to be constructed. An additional 0.7 spaces per one thousand square feet of gross building area are to be land banked, if needed, for future parking demands, as reasonably determined by the Village of Deerfield. Based on this requirement, 121 parking spaces (3.3x 36,732/1000 GLA) are required to be built with space reserved for 29 (0.7x41,139/1000 GBA) additional land banked spaces for a total of 150 parking spaces on the site. The proposed site plan provides a total of 58 parking spaces with 40 spaces under the building for employee parking and 18 surface spaces. Loading is provided in front of the building for deliveries. Refuse is located at the east side of the building. An alternate site plan has been provided showing a total of 150 spaces on the site (92 land banked spaces) if they are needed in the future. The parking supply is based on the American Board of Psychiatry and Neurology needs to provide parking for up to 50 employees and some visitor parking. Parking data from the Institute of Transportation Engineer’s Parking Generation, 4th Edition report indicates an office building with 50 employees would have a peak demand of 42 parking spaces. The proposed 58 parking spaces would provide a parking space for each employee and have 8 spaces available for visitors. Invited guests come to the ABPN offices for a short period of time to review, develop and prepare psychiatry and neurology certification exams. This occurs in two different ways: forum meetings (75 persons maximum, occurring 2-3 times a year maximum) and committee meetings (20-25 persons maximum, occurring approximately 50 times a year). Minimal visitor parking is needed since these visitors will be shuttled from hotels in the area. The building is not open to the public. The proposed site plan provides 9 feet wide by 19 feet long parking spaces with 24 foot drive aisles per Village code and will provide good circulation. The land bank parking plan is based on the Parkway North annexation agreement that allows 8.5 feet by 18 feet parking spaces. ERIKSSON ENGINEERING ASSOCIATES, ltd. American Board of Psychiatry and Neurology March 1, 2016 15 SUMMARY This report summarizes the results of traffic and parking study for a proposed American Board of Psychiatry and Neurology office building in Deerfield, Illinois. The findings of the study are: •The volume of traffic generated by the development will have no adverse impact on peak- hour traffic conditions along Parkway North. •Access to the site will be provided by three full access drives: o An employee only access to the parking garage under the building. o A visitor drive on the north-south circulation road. o A visitor drive on the Parkway North, with a median opening, to serve building visitors and the cross access for vehicular and emergency access with the 6 Parkway North building. •An on-site loading space is provided in front of the building for deliveries. •Refuse pick-up is provided on the east side of the building. •The development provides 58 on-site parking spaces based on the unique use of the building. An additional 92 land banked parking spaces are provided to meet the minimum required 150 spaces on-site if needed in the future. www.eea-ltd.com Traffic and Parking Study Appendix Site and Landbank Parking Plans Fire Protection District Letter 2016 Existing Traffic Counts Existing Capacity Analyses Total Capacity Analyses Parkway North at 4 and 5 Parkway North Access RoadsDeerfield, Illinois15 60 PeakBegin Right Left Right Left Right Left Right LeftMinute Minute HourTime Turn Through Turn Turn Through Turn Turn Through Turn Turn Through TurnTotals Totals FactorThursday January 14, 20167:00 AM 4 0 0 0 9 0 2 0 1 22 29 12 79 550 0.717:15 AM 2 3 2 2 12 6 0 1 0 32 54 14 128 628 0.817:30 AM 2 3 3 4 9 6 1 0 2 44 62 12 148 691 0.897:45 AM 10 6 3 3 18 14 2 1 2 49 72 15 195698 0.898:00 AM 7 5 1 5 12 3 2 1 2 39 69 11 157 642 0.848:15 AM 12 4 3 0 12 17 1 0 4 62 55 21 1918:30 AM 5 1 1 3 12 14 0 0 1 39 68 11 1558:45 AM 7 2 5 3 8 16 2 0 0 32 57 7 139Total 49 24 18 20 92 76 10 3 12 319 466 1037:45-8:45 AM 34 16 8 11 54 48 5 2 9 189 264 58 698Thursday January 14, 20164:00 PM90007918017051120 507 0.834:15 PM2001431402249591 600 0.704:30 PM9 0 1 4 71 3 11 1 37 1 8 6152658 0.774:45 PM5 1 3 3 57 1 15 3 29 3 14 10144 607 0.715:00 PM20 0 3 7 96 2 9 2 51 3 12 8213 571 0.675:15 PM11 1 3 8 57 1 10 2 31 1 13 111495:30 PM17 0 2 2 37 1 6 1 15 3 6 111015:45 PM16 0 2 4 41 1 4 0 13 7 13 7108Total 89 2 14 29 481 11 67 9 215 22 80 594:30-5:30 PM 45 2 10 22 281 7 45 8 148 8 47 35 6585 Parkway North Parkway North 4 Parkway North Parkway NorthSouthbound Westbound Northbound Eastbound Parkway North at 3 and 8 Parkway North Access RoadsDeerfield, Illinois15 60 PeakBegin Right Left Right Left Right Left Right LeftMinute Minute HourTime Turn Through Turn Turn Through Turn Turn Through Turn Turn Through TurnTotals Totals FactorThursday January 14, 20167:00 AM 1 0 1 9 7 9 0 0 1 8 23 3 62 395 0.747:15 AM 0 0 0 3 18 12 0 0 1 9 40 7 90 480 0.827:30 AM 1 0 0 4 20 19 1 0 0 18 42 4 109 512 0.877:45 AM 1 0 2 7 28 19 0 0 1 23 44 9 134539 0.928:00 AM 0 0 0 10 23 34 3 0 2 26 44 5 147 536 0.918:15 AM 1 0 0 5 24 28 1 0 2 25 36 0 1228:30 AM 0 0 0 7 26 31 0 0 2 35 32 3 1368:45 AM 1 0 0 8 24 26 4 0 4 24 36 4 131Total 5 0 3 53 170 178 9 0 13 168 297 357:45-8:45 AM 2 0 2 29 101 112 4 0 7 109 156 17 539Thursday January 14, 20164:00 PM1 0 1 1 43 1 16 0 40 1 11 0115 424 0.914:15 PM1 0 5 0 33 0 17 0 10 1 11 078 477 0.714:30 PM4 0 4 0 49 1 12 0 24 0 20 0114520 0.774:45 PM6 0 5 0 32 1 21 0 20 5 26 1117 491 0.735:00 PM2 0 2 1 65 5 25 0 42 2 24 0168 450 0.675:15 PM1 0 1 0 32 2 23 0 35 4 22 11215:30 PM0 0 1 0 29 1 15 0 17 1 21 0855:45 PM1 0 0 0 27 3 13 0 14 2 16 076Total 16 0 19 2 310 14 142 0 202 16 151 24:30-5:30 PM 13 0 12 1 178 9 81 0 121 11 92 2 5208 Parkway North Parkway North 3 Parkway North Parkway NorthSouthbound Westbound Northbound Eastbound North-South Road at Temporary Road to 8 Parkway NorthDeerfield, Illinois15 60 PeakBegin Left Right Left RightMinute Minute HourTime Through Turn Turn Turn Turn ThroughTotals Totals FactorThursday January 14, 20167:00 AM 0 0 0 1 0 2 3 27 0.757:15 AM 1 0 0 0 0 8 9 33 0.927:30 AM 0 0 0 0 0 7 7 31 0.867:45 AM 0 0 0 0 0 8 829 0.818:00 AM 4 0 0 0 2 3 9 27 0.758:15 AM 0 0 0 0 0 7 78:30 AM 1 0 0 0 0 4 58:45 AM 0 1 0 0 0 5 6Total 6 1 0 1 2 447:45-8:45 AM 5 0 0 0 2 22 29Thursday January 14, 20164:00 PM400 0015130.544:15 PM000 0000230.384:30 PM100 010228 0.474:45 PM200 1126290.485:00 PM10 0 0 1 0 415 32 0.535:15 PM300 10155:30 PM100 01135:45 PM700 0119Total 28 0 0 3 4 104:30-5:30 PM 16 0 0 3 2 7 28North-South Road Temp Road North-South RoadSouthbound Westbound Northbound 5 Parkway North Driveway on North-South RoadDeerfield, Illinois15 60 PeakBegin Right Left Right LeftMinute Minute HourTime Turn Through Through Turn Turn TurnTotals Totals FactorThursday January 7, 20167:00 AM 0 0 3 9 9 0 21 111 0.667:15 AM 1 0 5 12 8 0 26 113 0.677:30 AM 0 0 14 13 12 3 42 125 0.747:45 AM 0 0 2 8 11 1 22116 0.768:00 AM 0 0 3 11 8 1 23 113 0.748:15 AM 0 0 7 19 11 1 388:30 AM 1 1 2 12 16 1 338:45 AM 2 0 0 7 7 3 19Total 4 1 36 91 82 107:45-8:45 AM 1 1 14 50 46 4 116Thursday January 7, 20164:00 PM03 054012 67 0.884:15 PM02 285118 94 0.604:30 PM01 1125019116 0.734:45 PM01 088118 140 0.815:00 PM13 12112139 146 0.855:15 PM03 021151405:30 PM04 020181435:45 PM02 0417124Total 1 19 4 99 84 64:30-5:30 PM 1 8 2 62 40 3 116North-South Road 5 Parkway North North-South RoadSouthbound Northbound Eastbound ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst SBC Agency/Co.Eriksson Engineering Date Performed 1/17/2016 Analysis Time Period AM Peak Hour Intersection Parkway North at 6/3 Access Jurisdiction Private Analysis Year 2016 Existing Counts Project ID East/West Street: Parkway North North/South Street: Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 17 156 109 112 104 29 %Thrus Left Lane 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 7 0 4 2 0 2 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR L TR LTR LTR PHF 0.92 0.92 0.92 0.92 0.92 0.92 Flow Rate (veh/h)102 202 121 144 11 4 % Heavy Vehicles 2 2 2 2 2 2 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.2 0.0 1.0 0.0 0.6 0.5 Prop. Right-Turns 0.0 0.6 0.0 0.2 0.4 0.5 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.4 0.5 -0.1 -0.1 -0.2 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.09 0.18 0.11 0.13 0.01 0.00 hd, final value (s)4.87 4.37 5.29 4.64 5.02 4.92 x, final value 0.138 0.245 0.178 0.186 0.015 0.005 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)2.6 2.1 3.0 2.3 3.0 2.9 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)729 808 672 758 550 400 Delay (s/veh)8.3 8.5 9.1 8.4 8.1 8.0 LOS A A A A A A Approach: Delay (s/veh) 8.4 8.7 8.1 8.0 LOS A A A A Intersection Delay (s/veh)8.6 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/26/2016 3:51 PM Page 1 of 1All-Way Stop Control 1/26/2016file:///C:/Users/scorcoran.EEALTD/AppData/Local/Temp/u2kB9B.tmp ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst SBC Agency/Co.Eriksson Engineering Date Performed 1/18/2016 Analysis Time Period AM Peak Hour Intersection Jurisdiction Private Analysis Year Total Traffic Volumes Project ID East/West Street: Parkway North North/South Street: 3 and 6 Parkway North Access Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 17 181 109 112 180 29 %Thrus Left Lane 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 7 0 4 2 0 2 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR L TR LTR LTR PHF 0.92 0.92 0.92 0.92 0.92 0.92 Flow Rate (veh/h)115 216 121 226 11 4 % Heavy Vehicles 2 2 2 2 2 2 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.2 0.0 1.0 0.0 0.6 0.5 Prop. Right-Turns 0.0 0.5 0.0 0.1 0.4 0.5 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.3 0.5 -0.1 -0.1 -0.2 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.10 0.19 0.11 0.20 0.01 0.00 hd, final value (s)4.93 4.47 5.32 4.73 5.23 5.13 x, final value 0.158 0.268 0.179 0.297 0.016 0.006 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)2.6 2.2 3.0 2.4 3.2 3.1 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)719 800 672 753 550 400 Delay (s/veh)8.6 8.8 9.2 9.4 8.3 8.2 LOS A A A A A A Approach: Delay (s/veh) 8.7 9.3 8.3 8.2 LOS A A A A Intersection Delay (s/veh)9.0 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/26/2016 3:52 PM Page 1 of 1All-Way Stop Control 1/26/2016file:///C:/Users/scorcoran.EEALTD/AppData/Local/Temp/u2k4521.tmp ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst SBC Agency/Co.Eriksson Engineering Date Performed 1/17/2016 Analysis Time Period PM Peak Hour Intersection Parkway North at 6/3 Access Jurisdiction Private Analysis Year 2016 Existing Counts Project ID East/West Street: Parkway North North/South Street: Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 2 92 11 9 178 1 %Thrus Left Lane 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 121 0 81 12 0 13 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR L TR LTR LTR PHF 0.77 0.77 0.77 0.77 0.77 0.77 Flow Rate (veh/h)61 73 11 232 262 31 % Heavy Vehicles 2 2 2 2 2 2 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.0 0.0 1.0 0.0 0.6 0.5 Prop. Right-Turns 0.0 0.2 0.0 0.0 0.4 0.5 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.1 -0.1 0.5 0.0 -0.1 -0.2 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.05 0.06 0.01 0.21 0.23 0.03 hd, final value (s)5.62 5.47 5.98 5.47 4.84 5.10 x, final value 0.095 0.111 0.018 0.352 0.352 0.044 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.3 3.2 3.7 3.2 2.8 3.1 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)610 664 550 663 749 775 Delay (s/veh)8.9 8.8 8.8 11.1 10.5 8.3 LOS A A A B B A Approach: Delay (s/veh) 8.9 11.0 10.5 8.3 LOS A B B A Intersection Delay (s/veh)10.2 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/26/2016 3:53 PM Page 1 of 1All-Way Stop Control 1/26/2016file:///C:/Users/scorcoran.EEALTD/AppData/Local/Temp/u2kE2C7.tmp ALL-WAY STOP CONTROL ANALYSIS General Information Site Information Analyst SBC Agency/Co.Eriksson Engineering Date Performed 1/18/2016 Analysis Time Period PM Peak Hour Intersection Parkway North at 6/3 Access Jurisdiction Private Analysis Year Total Traffic Volumes Project ID East/West Street: Parkway North North/South Street: Volume Adjustments and Site Characteristics Approach Eastbound Westbound Movement L T R L T R Volume (veh/h) 2 161 11 9 217 1 %Thrus Left Lane 50 Approach Northbound Southbound Movement L T R L T R Volume (veh/h) 121 0 81 12 0 13 %Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LT TR L TR LTR LTR PHF 0.77 0.77 0.77 0.77 0.77 0.77 Flow Rate (veh/h)105 119 11 282 262 31 % Heavy Vehicles 2 2 2 2 2 2 No. Lanes 2 2 1 1 Geometry Group 5 5 2 2 Duration, T 0.25 Saturation Headway Adjustment Worksheet Prop. Left-Turns 0.0 0.0 1.0 0.0 0.6 0.5 Prop. Right-Turns 0.0 0.1 0.0 0.0 0.4 0.5 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.7 -0.7 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.0 0.5 0.0 -0.1 -0.2 Departure Headway and Service Time hd, initial value (s)3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.09 0.11 0.01 0.25 0.23 0.03 hd, final value (s)5.75 5.66 6.16 5.65 5.20 5.54 x, final value 0.168 0.187 0.019 0.443 0.379 0.048 Move-up time, m (s)2.3 2.3 2.0 2.0 Service Time, ts (s)3.5 3.4 3.9 3.4 3.2 3.5 Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Capacity (veh/h)618 626 550 641 689 620 Delay (s/veh)9.6 9.7 9.0 12.8 11.3 8.8 LOS A A A B B A Approach: Delay (s/veh) 9.6 12.6 11.3 8.8 LOS A B B A Intersection Delay (s/veh)11.2 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/26/2016 3:54 PM Page 1 of 1All-Way Stop Control 1/26/2016file:///C:/Users/scorcoran.EEALTD/AppData/Local/Temp/u2kAFC6.tmp HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection 4+5 Parkway at P. North Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 1/17/2016 East/West Street Parkway North Analysis Year 2016 North/South Street 4+5 Parkway North Access Time Analyzed AM Peak-Hour Peak Hour Factor 0.89 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Existing Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 1 0 Configuration LT TR LT TR LTR LTR Volume (veh/h)58 269 189 48 54 11 9 2 5 8 16 34 Percent Heavy Vehicles 3 3 3 3 3 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)216 85 18 65 Capacity 1518 1041 356 525 v/c Ratio 0.14 0.08 0.05 0.12 95% Queue Length 0.1 0.2 0.2 0.4 Control Delay (s/veh)7.5 8.6 15.7 12.8 Level of Service (LOS)A A C B Approach Delay (s/veh)0.9 3.7 15.7 12.8 Approach LOS A A C B Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/17/2016 11:19:58 AM 4 5 PN AM Exst.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection 4+5 Parkway at P. North Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 3/1/2016 East/West Street Parkway North Analysis Year 2016 North/South Street 4+5 Parkway North Access Time Analyzed AM Peak-Hour Peak Hour Factor 0.89 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 1 0 Configuration LT TR LT TR LTR LTR Volume (veh/h)151 284 189 48 105 26 9 2 5 10 16 47 Percent Heavy Vehicles 3 3 3 3 3 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)330 113 18 82 Capacity 1425 1026 216 387 v/c Ratio 0.23 0.11 0.08 0.21 95% Queue Length 0.4 0.2 0.3 0.8 Control Delay (s/veh)7.9 8.7 23.2 16.8 Level of Service (LOS)A A C C Approach Delay (s/veh)2.1 2.4 23.2 16.8 Approach LOS A A C C Copyright © 2016 University of Florida. All Rights Reserved.HCS 2010™TWSC Version 6.70 Generated: 3/1/2016 8:59:28 AM 4 5 PN AM Total.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection 4+5 Parkway at P. North Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 1/17/2016 East/West Street Parkway North Analysis Year 2016 North/South Street 4+5 Parkway North Access Time Analyzed PM Peak-Hour Peak Hour Factor 0.77 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Existing Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 1 0 Configuration LT TR LT TR LTR LTR Volume (veh/h)35 50 8 7 283 22 148 8 45 10 2 45 Percent Heavy Vehicles 3 3 3 3 3 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)78 193 260 74 Capacity 1151 1515 560 655 v/c Ratio 0.07 0.13 0.46 0.11 95% Queue Length 0.1 0.0 2.4 0.4 Control Delay (s/veh)8.3 7.4 16.9 11.2 Level of Service (LOS)A A C B Approach Delay (s/veh)3.1 0.2 16.9 11.2 Approach LOS A A C B Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/17/2016 11:21:30 AM 4 5 PN PM Exst.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection 4+5 Parkway at P. North Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 3/1/2016 East/West Street Parkway North Analysis Year 2016 North/South Street 4+5 Parkway North Access Time Analyzed PM Peak-Hour Peak Hour Factor 0.77 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 2 0 0 1 0 0 1 0 Configuration LT TR LT TR LTR LTR Volume (veh/h)49 102 8 7 318 24 148 8 45 19 2 119 Percent Heavy Vehicles 3 3 3 3 3 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)130 216 260 183 Capacity 1106 1431 402 632 v/c Ratio 0.12 0.15 0.65 0.29 95% Queue Length 0.2 0.0 4.4 1.2 Control Delay (s/veh)8.5 7.5 29.0 13.0 Level of Service (LOS)A A D B Approach Delay (s/veh)2.7 0.2 29.0 13.0 Approach LOS A A D B Copyright © 2016 University of Florida. All Rights Reserved.HCS 2010™TWSC Version 6.70 Generated: 3/1/2016 9:02:27 AM 4 5 PN PM Total.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection 5 Parkway North at N-S Rd Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 1/17/2016 East/West Street 5 Parkway North Drive Analysis Year 2016 North/South Street North-South Road Time Analyzed AM Peak Hour Peak Hour Factor 0.76 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Existing Conditions Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)4 54 51 20 4 1 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)76 93 Capacity 1048 1606 v/c Ratio 0.07 0.06 95% Queue Length 0.2 0.1 Control Delay (s/veh)8.7 7.3 Level of Service (LOS)A A Approach Delay (s/veh)8.7 5.4 Approach LOS A A Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/17/2016 11:11:54 AM 5 Parkway AM Exst.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection 5 Parkway North at N-S Rd Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 3/1/2016 East/West Street 5 Parkway North Drive Analysis Year 2016 North/South Street North-South Road Time Analyzed AM Peak Hour Peak Hour Factor 0.76 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Total Traffic Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)4 54 51 128 19 1 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)76 235 Capacity 1003 1580 v/c Ratio 0.08 0.15 95% Queue Length 0.2 0.1 Control Delay (s/veh)8.9 7.4 Level of Service (LOS)A A Approach Delay (s/veh)8.9 2.4 Approach LOS A A Copyright © 2016 University of Florida. All Rights Reserved.HCS 2010™TWSC Version 6.70 Generated: 3/1/2016 9:04:50 AM 5 Parkway AM Total.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection 5 Parkway North at N-S Rd Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 1/17/2016 East/West Street 5 Parkway North Drive Analysis Year 2016 North/South Street North-South Road Time Analyzed PM Peak Hour Peak Hour Factor 0.73 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Existing Conditions Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)3 39 59 6 18 1 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)57 89 Capacity 1018 1580 v/c Ratio 0.06 0.06 95% Queue Length 0.2 0.2 Control Delay (s/veh)8.7 7.4 Level of Service (LOS)A A Approach Delay (s/veh)8.7 6.8 Approach LOS A A Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/17/2016 11:13:27 AM 5 Parkway PM Exst.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection 5 Parkway North at N-S Rd Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 3/1/2016 East/West Street 5 Parkway North Drive Analysis Year 2016 North/South Street North-South Road Time Analyzed PM Peak Hour Peak Hour Factor 0.73 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Total Traffic Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)3 39 59 22 101 1 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)57 111 Capacity 879 1437 v/c Ratio 0.06 0.08 95% Queue Length 0.2 0.2 Control Delay (s/veh)9.4 7.7 Level of Service (LOS)A A Approach Delay (s/veh)9.4 5.7 Approach LOS A A Copyright © 2016 University of Florida. All Rights Reserved.HCS 2010™TWSC Version 6.70 Generated: 3/1/2016 9:05:52 AM 5 Parkway PM Total.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection ABPN Access on P. North Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 1/18/2016 East/West Street Parkway North Analysis Year 2016 North/South Street ABPN Access Time Analyzed AM Peak-Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 2 0 0 0 0 0 0 0 Configuration LT T T TR LR Volume (veh/h)02 297 179 10 10 0 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)167 11 Capacity 1351 597 v/c Ratio 0.12 0.02 95% Queue Length 0.0 0.1 Control Delay (s/veh)7.7 11.1 Level of Service (LOS)A B Approach Delay (s/veh)0.1 11.1 Approach LOS A B Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/18/2016 11:18:35 AM ABPN AM Total.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection ABPN Access on P. North Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 1/18/2016 East/West Street Parkway North Analysis Year 2016 North/South Street ABPN Access Time Analyzed PM Peak-Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 2 0 0 0 0 0 0 0 Configuration LT T T TR LR Volume (veh/h)2 164 341 10 10 3 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)93 14 Capacity 1158 555 v/c Ratio 0.08 0.03 95% Queue Length 0.0 0.1 Control Delay (s/veh)8.1 11.6 Level of Service (LOS)A B Approach Delay (s/veh)0.1 11.6 Approach LOS A B Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/18/2016 11:19:38 AM ABPN PM Total.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection N-S Road at ABPN Garage Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 3/1/2016 East/West Street ABPN Garage Access Analysis Year 2016 North/South Street North-South Road Time Analyzed AM Peak Hour Peak Hour Factor 0.81 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Total Trafffic Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h)5 0 100 32 0 15 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)6 19 Capacity 826 1408 v/c Ratio 0.01 0.01 95% Queue Length 0.0 Control Delay (s/veh)9.4 7.6 Level of Service (LOS)A A Approach Delay (s/veh)9.4 Approach LOS A Copyright © 2016 University of Florida. All Rights Reserved.HCS 2010™TWSC Version 6.70 Generated: 3/1/2016 9:08:16 AM Garage AM Total.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection N-S Road at ABPN Garage Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 3/1/2016 East/West Street ABPN Garage Access Analysis Year 2016 North/South Street North-South Road Time Analyzed PM Peak Hour Peak Hour Factor 0.81 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Total Traffic Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h)19 0 21 4 0 83 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)23 102 Capacity 861 1573 v/c Ratio 0.03 0.06 95% Queue Length 0.1 Control Delay (s/veh)9.3 7.3 Level of Service (LOS)A A Approach Delay (s/veh)9.3 Approach LOS A Copyright © 2016 University of Florida. All Rights Reserved.HCS 2010™TWSC Version 6.70 Generated: 3/1/2016 9:09:44 AM Garage PM Total.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection N-S Road at Temp Road Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 1/17/2016 East/West Street Temp Road to 8 PN Analysis Year 2016 North/South Street North-South Road Time Analyzed AM Peak Hour Peak Hour Factor 0.81 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Existing Conditions Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h)0 0 22 2 0 5 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)6 Capacity 1576 v/c Ratio 0.00 95% Queue Length Control Delay (s/veh)7.3 Level of Service (LOS)A Approach Delay (s/veh) Approach LOS Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/17/2016 11:04:10 AM Temp AM Exst.xtw HCS 2010 Two-Way Stop Control Summary Report General Information Site Information Analyst SBC Intersection N-S Road at Temp Road Agency/Co.Eriksson Engineering Jurisdiction Private Date Performed 1/17/2016 East/West Street Temp Road to 8 PN Analysis Year 2016 North/South Street North-South Road Time Analyzed PM Peak Hour Peak Hour Factor 0.50 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Existing Conditions Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h)03 0 7 2 0 16 Percent Heavy Vehicles 3 3 3 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate (veh/h)6 32 Capacity 958 1590 v/c Ratio 0.01 0.02 95% Queue Length 0.0 Control Delay (s/veh)8.8 7.3 Level of Service (LOS)A A Approach Delay (s/veh)8.8 Approach LOS A Copyright © 2016 University of Florida. All Rights Reserved. HCS 2010™ TWSC Version 6.70 Generated: 1/17/2016 11:05:57 AM Temp PM Exst.xtw