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KEYNOTES
E 6" VERTICAL CURB (TYP)
▪ CURB ACCESS RAMP PER ADA STANDARDS (TYP)
5'WIDE MINIMUM CONCRETE SIDEWALK (TYP)
4❑ 5'WIDE MINIMUM PEDESTRIAN CROSSING
5❑ STANDARD PARKING SPACE (TYP)
(9'x 17' W/3' OVERHANG = 9'x
12
13
HANDICAP PARKING SPACE (TYP)
(9'x 20')
8' HIGH FENCE PER
SECURITY ACCESS GATE
GATE ENTRY ACCESS PEDESTAL
CONCRETE PAVEMENT
TYPE I STONE PAVEMENT
TYPE II STONE PAVEMENT
CONCRETE HEADER (TYP)
PAR -DEL
5900 ......................
... 5910 ...
EXIST ROADWAY
TO REMAIN
Cap
P1app CCA pG 6 M
0K 3A
N
ger" 152
EDGE OF EXIST
ROADWAY
0
SCALE: 1"= 30'
CONTOUR INTERVAL: 1'
6' 15' 30' 60'
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660.40'
,(03^
RIVER CENTERLINE
S 0r
7'40" E
EXISTING HIGHWATER
MARK
ROARING FORK RIVER
34620'
100 YEAR FLOODPLAIN
S 10`
PER FEMA PANEL 4080205 1453B
EFFECTIVE DATE JANUARY 3, 1986
3'11" E
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4 INVERNESS COURT EAST, SUITE 300
ENGLEWOOD, CO 80112
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Know what's below.
Call before you dig.
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILIES
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HORIZ : 1" = 30'
VERT : N/A
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