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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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