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Parking/traffic plans for Downtown Algonquin

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  • PROJECT LOCATION

  • PROJECT LOCATION

    DESIGN CONSIDERATIONS

    RAILRO

    AD

    ST M

    ADISON ST

    ALGONQUIN ROAD

    FOX

    RIVE

    R

    MAI

    N ST

    REET

    W

    ASHINGTON ST

    AREA 1

    AREA 2

  • DESIGN CONSIDERATIONS

    o

    o

    EXISTING CONDITIONS

    LENGTH

    60 Parking Space45 Parking SpaceParallel Parking SpaceThru Lane

    DIMENSIONS WIDTH

    9' Min (W)9' Min (W)

    8' - 9'10' - 12'

    Alley & Driveway SetbackMid-block Crosswalk SetbackFire Hydrant SetbackIntersection Setback

    0'10'15'15'

    Edge of Alley or DriveEdge of CrosswalkCenter of Fire Hydrant (Each Side)End of Radius

    MEASURED FROMSETBACKS

    19.5' - 22'17' - 19.5'

    20'n/a

  • EXISTING CONDITIONS

    ALTERNATIVE 1

    MAIN ST

    MAIN ST

    STREETMADISON

    RA

    ILRO

    AD

    ST

    ALG

    ON

    QUIN

    RD

    IL-62/

    OUTL

    ETLA

    KE

    CR

    YSTA

    L W

    AS

    HIN

    GTO

    N

    STR

    EET

    WAS

    HIN

    GTO

    N

    STR

    EET

    DIAGONAL PARKING BOTH SIDES OF MAIN ST

    IMPROVEMENTSDOESN'T CHANGE AND LEAVES ROOM FOR FUTURENO ROAD WIDENING, PEDESTRIAN ENVIRONMENT

    INCREASE OF 8 SPACES

    9'

    11.5'

    10.5'

    13.5'

    8.5'

    53'

    15'

    15'

    15' 15'

    DRIVE DRIVE DRIVE

    DRIVEDRIVEDRIVEDRIVE10' 10'

    15'

    CR

    OS

    SW

    AL

    K

    15'15'

    CR

    OS

    SW

    AL

    K

    ALLEY

    ALLEY

    ALLEYALLEY

    ALLEY ALLEY

    15'

    15'

    ALLEY15'15'

    FH FHBRIDGE

    BRIDGE

    AREA 2

    AREA 1

    NO EXISTING PARKING

    4 UNMARKED STALLS33 MARKED STALLS

    SETBACKS

  • ALTERNATIVE 1o45 BOTH SIDES

    ALTERNATIVE 2

    17'

    9.5'

    9.5'

    17'

    53'

    12.7'

    24'

    9'

    24'(1 PR ADA STALL)

    25'(2 PR STALLS)128' (10 PR STALLS)

    178' (14 PR STALLS) 102' (8 PR STALLS)

    51' 19' (1 EX STALL)(4 PR STALLS)

    17'

    45

    21.4' (1 EX STALL)

    MAIN ST(TYP)OF CURB EX FACE

    (TYP)EX PMK

    (TYP)TO REMAINEX PMK (TYP)

    EX ENTRANCE

    FIRE HYDRANT

    PR PMK

    PR PMK (TYP)

    HYDRANTFIRE

    DISADVANTAGES

    ADVANTAGES

    OUTL

    ETLA

    KE

    CR

    YSTA

    L

    ALG

    ON

    QUIN

    RD

    IL-62/

    WAS

    HIN

    GTO

    N

    STR

    EET

    NOT ALL DESIGN CRITERIA MET

    MINIMUM DIAGONAL STALL DEPTH

    SUBSTANDARD LANE WIDTHS

    DIAGONAL PARKING BOTH SIDES OF MAIN ST

    MINIMUM LANE AND STALL WIDTHS PROVIDED

    INCREASE OF 5 SPACES

    DIAGONAL PARKING BOTH SIDES OF MAIN ST

    IMPROVEMENTSDOESN'T CHANGE AND LEAVES ROOM FOR FUTURENO ROAD WIDENING, PEDESTRIAN ENVIRONMENT

    INCREASE OF 8 SPACES

    122' TAPER LENGTH

    AREA 1

    41 STALLS

    4 UNMARKED STALLS33 MARKED STALLS

  • ALTERNATIVE 2o45 BOTH SIDES WITH WIDENING

    ALTERNATIVES 3A AND 3B

    DISADVANTAGES

    ADVANTAGES

    OUTL

    ETLA

    KE

    CR

    YSTA

    L

    ALG

    ON

    QUIN

    RD

    IL-62/

    WAS

    HIN

    GTO

    N

    STR

    EET

    NOT ALL DESIGN CRITERIA MET

    NEED TO BE RELOCATEDTREES, LIGHT POLES, FIRE HYDRANTS

    (SIDEWALK NARROWED TO 3.5', BOTH SIDES)PEDESTRIAN ENVIRONMENT SEVERELY DIMINISHED

    EXPENSIVE CONSTRUCTION REQUIRED

    DIAGONAL PARKING BOTH SIDES OF MAIN ST

    MINIMUM LANE AND STALL WIDTHS PROVIDED

    INCREASE OF 5 SPACES

    ALL DESIGN CRITERIA MET

    MINIMUM LANE AND STALL WIDTHS PROVIDED

    IMPROVEMENTSDOESN'T CHANGE AND LEAVES ROOM FOR FUTURENO ROAD WIDENING, PEDESTRIAN ENVIRONMENT

    INCREASE OF 5 STALLS

    PR PMK

    PR PMK (TYP)

    122' TAPER LENGTH

    19.5'

    45

    28'

    12.7'

    9'

    63'

    19.5'

    12'

    12'

    19.5'

    24'

    2.5'

    7.5'

    3.5'

    2.5'

    3.5'

    24'

    38' 19' (1 PR STALL)

    104'165'

    127' 25' (2 PR STALLS)(10 PR STALLS) (3 PR STALLS)

    (8 PR STALLS)(13 PR STALLS)(1 PR ADA STALL)

    8'

    (TYP)OF CURB EX FACE

    (TYP)EX PMK

    TO REMAINEX PMK

    MAIN ST

    COMB CC&G TB6.12

    8'

    EX ENTRANCE (TYP)

    FIRE HYDRANT

    HYDRANTFIRE

    AREA AFTER WIDENINGINSUFFICIENT PARKWAY/SIDEWALK

    10' ROADWAY WIDNENING REQUIRED

    AREA 1

    38 STALLSPROPOSED PAVEMENT

  • oALTERNATIVES 3A AND 3B

    60 EACH SIDE

    ALTERNATIVES 3A AND 3B

    DISADVANTAGES

    ADVANTAGES

    ALG

    ON

    QUIN

    RD

    IL-62/

    OUTL

    ETLA

    KE

    CR

    YSTA

    L

    WAS

    HIN

    GTO

    N

    STR

    EET

    ALL DESIGN CRITERIA MET

    MINIMUM LANE AND STALL WIDTHS PROVIDED

    IMPROVEMENTSDOESN'T CHANGE AND LEAVES ROOM FOR FUTURENO ROAD WIDENING, PEDESTRIAN ENVIRONMENT

    INCREASE OF 5 STALLS

    60 DEGREE STALLS

    ONLY 1 SIDE DIAGONAL PARKING

    ALL DESIGN CRITERIA MET

    MINIMUM LANE AND STALL WIDTHS PROVIDED

    IMPROVEMENTSDOESN'T CHANGE AND LEAVES ROOM FOR FUTURENO ROAD WIDENING, PEDESTRIAN ENVIRONMENT

    INCREASE OF 12 STALLS

    19.5'

    12.5'

    12.5'

    8.5'

    53'

    31'(3 PR STALLS)

    24'

    52' (5 PR STALLS) 19' (1 EX STALL)

    (6 EX STALLS)(9 EX STALLS) 127'179'

    125'(12 PR STALLS)

    10.4'

    22.5'

    9'

    60

    19.5'

    21.4' (1 EX STALL)

    (TYP)EX PMK

    (TYP)OF CURB EX FACE

    (TYP)TO REMAIN EX PMK MAIN ST

    EX ENTRANCE (TYP)

    FIRE HYDRANT

    (1 PR ADA STALL)

    PR PMK

    PR PMK (TYP)

    HYDRANTFIRE

    122' TAPER LENGTH

    AREA 1

    38 STALLS

  • PROPOSED PLAN

    oALTERNATIVES 3A AND 3B

    60 EACH SIDE

    ALG

    ON

    QUIN

    RD

    IL-62/

    OUTL

    ETLA

    KE

    CR

    YSTA

    L

    WAS

    HIN

    GTO

    N

    STR

    EET

    DISADVANTAGES

    ADVANTAGES

    60 DEGREE STALLS

    ONLY 1 SIDE DIAGONAL PARKING

    ALL DESIGN CRITERIA MET

    MINIMUM LANE AND STALL WIDTHS PROVIDED

    IMPROVEMENTSDOESN'T CHANGE AND LEAVES ROOM FOR FUTURENO ROAD WIDENING, PEDESTRIAN ENVIRONMENT

    INCREASE OF 12 STALLS

    TRAFFIC CALMING

    PARKING GREATLY INCREASED

    ALL DESIGN CRITERIA MET

    ROOM FOR FUTURE IMPROVEMENTS

    PEDESTRIAN ENVIRONMENT DOESN'T CHANGE

    NO ROAD WIDENING

    INCREASE OF 32 STALLS

    PR PMK

    PR PMK (TYP)

    PR PMK

    122' TAPER LENGTH

    9'

    12'

    12.5'

    19.5'

    60

    178' 114'(17 PR STALLS) (11 PR STALLS)24'

    (8 EX STALLS) (3 EX STALLS) 21.4' (1 EX STALL) 59'(3 EX STALLS) 19' (1 EX STALL)151'

    53'

    60'

    19.5'

    10.4'

    22.5'

    9'EX PMK (TYP)

    (TYP)OF CURB EX FACE

    (TYP)TO REMAIN EX PMK MAIN STEX ENTRANCE (TYP)

    FIRE HYDRANT

    FIRE HYDRANT

    (1 PR ADA STALL)

    AREA 1

    45 STALLS

  • PROPOSED PLANADVANTAGES

    DISADVANTAGES

    60 DEGREE STALLS

    ONLY 1 SIDE DIAGONAL PARKING

    OUTL

    ETLA

    KE

    CR

    YSTA

    L

    STREETMADISON

    RA

    ILRO

    AD

    ST

    TRAFFIC CALMING

    PARKING GREATLY INCREASED

    ALL DESIGN CRITERIA MET

    ROOM FOR FUTURE IMPROVEMENTS

    PEDESTRIAN ENVIRONMENT DOESN'T CHANGE

    NO ROAD WIDENING

    INCREASE OF 32 STALLS

    PR PMK (TYP)

    122' TAPER LENGTH

    FIRE HYDRANT

    24' 22'22'

    20'20'

    MAIN ST

    21'21'

    24'

    20' 20' 20' 20' 20'

    (2 PR STALLS)(5 PR STALLS)

    (1 PR STALL)(1 PR STALL) (4 PR STALLS)(2 PR STALLS)

    (2 PR STALLS)(1 PR STALLS)

    FA

    CE-P

    MK

    MIN.

    FA

    CE-P

    MK

    11'

    MIN.

    12'

    12'

    18.2'

    18.2'

    18.1'

    18.1'

    17.9'

    17.9'

    4'ONLY

    9'

    11'

    11'

    20'

    190' 114'(18 PR STALLS) (11 PR STALLS)24'

    (7 PR STALLS)

    (2 PR STALLS)

    20' (1 PR STALL) 60'(3 PR STALLS)140'

    51'

    40'

    MAIN STEX ENTRANCE (TYP)FIRE HYDRANT

    FIRE HYDRANT

    (1 PR ADA STALL)

    20' 20' 20'20' 20' 20'

    9.1'

    10.5'

    20'

    23.2'

    9'

    31'

    20'

    31'

    20'

    4'

    ONLY

    ONLY

    20'20'20'20'

    11'

    (4 PR STALLS)80'

    MIN.

    (TYP)

    11'

    11'

    20'20'20' 20' 20' 20' 20'

    (TYP)EX EOP

    22'22'22'22'22'

    11'

    11'

    8.5'

    8.5'

    ALG

    ON

    QUIN

    RD

    IL-62/

    WAS

    HIN

    GTO

    N

    STR

    EET

    WAS

    HIN

    GTO

    N

    STR

    EET

    AREA 1

    47 STALLS

    AREA 2

    18 STALLS

    MAINTAINEDTURN LANE STORAGE

    THRU LANE WIDTHPARKING CONSTRAINED BY

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