HomeMy WebLinkAboutFile Documents.320 N 7th St.0111-2021-BRES (18) 320 N . 7TH STREET
CURB/GUTTER & SIDEWALK LAYOUT STUDY VERSION 4
E
8 FT 8-FT ,
/ ' EX.PARKING EX.PARKING
I' I..�-SPEED HUMP ,
\ I t12-FT
PROPOSED ADJUSTED CENTERLINE OF
} I I TRAVEL LANE _ _ 38.0' ROADWAY
6.S:lt TAPER FROM WEST FL TO
• OF CENTERLINE PROPOSED FL
- 4 -e -
p+40.00 0+ .62 0+ 2] 1+00.79 1+14.57
- I 1 75'7TH STREET n FUTURE EXTENSION OF CURB/GUTTER
]�■LL���\4L &SIDEWALK BY OTHERS
- - HATCH REFLECTS APPROX.LIMITS •
_ - tl2-FT ROW
•. OF ASPHALT PATCH REQ'D TO • TRAVEL IANE
-_1G--FT± - • 0+00.00 INSTALL NEW CURB/GUTTER b
FL-FL
•A?' i EXISTING INLET RIM ELEV.TO F
O`� APPROXIMATE DRIP LINE OF BE ADJUSTED TED ELEV. H END PERMANENT
CURB/GUTTER&
a' •TREES PER SUPPLEMENTAL PROPOSED FLOWLINE GRADE. \
_ ----- .
`SURVVY TYP t - 8-FT SIDEWALK
( I ._� _ PARKING'_ - IMPROVEMENTS _ _
gm
41)
- I ,t. - APPROXIMATE TIE �� � k - a TEMP.PEDESTRIAN
L \ RAMP&CONC.DRAIN WIWI -
C RB AND GUTTER 5 - - - - 2.6% - PAN TO CONNECT TO
" R AND
- SIDEWALK EXISTING GRADES
{1 ;Y J.. ` i - -- - �/ %:, E TING DRIVEWAY ( ..
00�
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-- • / Ate COA ASPEN CONC. , I VO REMAIN) ,
APPROXIMATE TIE IN x ALLEY RAMP/SIDEWALK ADJUST EXISTING ROCK I. h
LOCATION OF CONCRETE Fx VSRI*1L - -" 400 ^' LANDSCAPE WALL
T' SIDEWALK j/ -- EXISTI IG SPRUCE
�TRFF.��19 EXIST TRUNK
/ _ tDEWAL �- 1 ®TINGSPRU el
- - i ._ SIDEWALK •�TRU 1 LINE
G+' I 34 0 D'••LI[l `` 2'�D IP '
/ -0+00.00 V'� \ 0+40.00 0+54.62 0+59.27 I�1 0+8 85 0039 1+14 ,
- - - - 00 -0- �� �� T •
-- -s-
EXISTING SPRUCE
D '/ . - u. CT PRH:+: Y, CHI: 19"O TRUNK
•+. `I LUSTRATES P •PO'• 38'0 DRIPLINE
IMPROVE •NTS I
i •
90 W. ALP♦ ET I {
L I L I :DIVISION - I C0 I Z J,-114L Il:li\TJAy:L1O[�1Gbi1:79 i
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8 8
S d Y Fl
xS 12Go, r
7920 7920
am
7920 W ,3 8 79:
rc ¢j BOTTOM OF RAMP=7910.95'- TEMP.
w "' rt g,, g? TOP OF RAMP=7911.61' PEDESTRIAN
�"' -2.1% -1.1% TOP OFRAMP=7910.82' RAMP
IEXISTING SPEED w w - _ _. - - -8� . _2.2% -3:9%� ----2Z%� -2.6% - 7.10' Np0.tN�al�- _ 2% 7910
Q 0 HUMP 7910 PEDESTRIAN 5.9h PLDLSI RIAN _
7910 - -'°o"' 2.1s%% -z.eo% .1.6s% - 791 $or. . f I RAMP GRAPHIC SCALE
- _ 10 0 5 10 20 40
- - h - 1.11 11
- - 7900 7900
7900 79[
$ $ IN FEET
l inch=l0 ft.
71
n n^ n r^ n n 0+00 PROFILE AND SECTION VIEW SCALE: 0+50 two 1+30
0+00 0+50 1+00 1+16
VERTICAL:1"=10' CL SIDEWALK PROFILE
EAST FL PROFILE HORIZONTAL:1"=10'
E
EXISTING DRIP
LINE OF TREE EXISTING DRIP
LINE OF TREE
SECTION AT STA:0 59.3
3 SECTION AT STA:0+00.0 SECTION AT STA:0+40.0 791fi 79 6 SECTION AT STA:1+00.8
®® ®Y 7916 79 6
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7916 - 7916 7914 - - 7912 ' 7912 ® ®®®�
O - �®®Y® ]912 7912
w 7914 - - 7910 ®®®�1�7TTF74T81"TY�® ®l_r�!MM..
,�^„ 7910 3]% - 60 SIDEWALK. 7910 7912 7906 ®®® ® 7908 �®�®� 7908
910
d 7912 7910 -- 30%. 7908 7908 ®®®.1
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- Reviewed by Engineering 7906 - 7906 -° -10 ° 10 20 7902 ®®®®® 7g02 7904 0 -0 10 20 7904
0 08/25/2022 =o o 0 10 SECTION AT STA:0+54.6 0 -o 1, z,
"It should be known that this review shall not 7s18 MINIM® XI TIN LAND PE' RO K
7916 WALL TO BE MOVED TO -7916 SECTION AT STA:0+84.9
relieve the applicant of their responsibility to SECTION• STA:0+06.4 � I�1 A COMMODATE SIDEWAL
comply with the requirements of the Cityof 7914 rr 916 7916 SECTION AT STA:1+14.6
P Y q 7916 ®I�fM®� ®®®�
7912 7912 7914
Aspen.The review and approval by the City is r ��� ®� �■ ®1__®� 7914 I
7916 ELINE•F REE � _.s 7916 7910 7912 •12
offered only to assist the applicant's 914 NE•FTREE � � ���®� � � 7912 7912
® 1.��� � 7908 7908 7910 7910
understanding of the applicable Engineering 791z 7912 79ofi ®®� ®� 906 ��®�� 79p6
z requirements."The issuance of a permit based 7910 �M ®� �a' PROPOSED6 ®®®11 7908 - -- -- 7908
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on construction documents and other data shall 7906 7906 7900 7904 79p4 7904 f 79°4
notprevent the Cityof Aspen from requiring the 7906 0- 20 7906 7900 00 7900 7902 www� 7902 0 0 0 10 20
p 4 9 -o -0 10 _o -0 10 20 0 -0 10 20
correction of errors in the construction
documents and other data.