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Home My WebLink AboutFile Documents.320 N 7th St.0111-2021-BRES (19) 320 N . 7TH STREET CURB/GUTTER & SIDEWALK LAYOUT STUDY VERSION 4 / I \ I EX.PARKING EX.PARKING SPEED HUMP \ -I \ _ PROPOSED ADJUSTED CENTERLINE OF *12-FT I-- TRAVEL LANE 38.0' I ROADWAY = 6.5:1i TAPER I FROM WEST FL TO OF CENTERLINE PROPOSED FL y I 04 0+09 � I .62 0+59.27 1+00.79 57 IFUTURE EXTENSION OF CURB/GUTTER OD 64 I I 75'7TH STREET N.7TH STREET &sID6WALKBvoTHERs HATCH REFLECTS APPROX.LIMITS / I t1EL T / ROW /' // ��IJ� OF ASPHALT PATCH REM/TO / TRAVEL LANE / 30-FTS / — / / 0+00.00 INSTALL NEW CURB/GUTTER / I/ / / / IM / TREES PER P(R SUPPLEMENTAL NE PROPOSED\ 800®f� PROPOSED FLOWLINOE GRADE. , I \ I END PERMANENT // / I/ I APPROXIMATE DRIP'+ _ s EXISTINGE JUST DTO MATCH ND PERMATERT / / FL-FL y P) / / SIDEWALK \ / / / / / \�� V ` IMPROVEMENTS 6�, �I` / — I / / APPROXIMATE TIE �® ° • ' WO' TEMP PEDESTRIAN L —. / IN LOCATION OF 5 FT Q•• , ini 2.. - gig* RAMP&CONC.DRAIN \ ��\� \ / C RB AND GUTTER 5.00- - 7 r� - ' - PAN TO CONNECT TO - _ I �\� / `© / .�_ ° 'SID tat EXISTING GRADES ® cif ®® �\ V/ I/�.' / �4'rM�r�i 4 -6111,64 sv► T Ew ®� Trill I, ALK �/ rig., , i �W1`v ��M44�" / ` �, Y / E STING DRIVEWAY l 0 0 0 \�/ Nil/ �i _ - , �� • ,�_. COA ASPEN CONC \ • ,` (TO REMAIN) .)\ALLEY RAMP/SIDEWALK ADJUST EXISTING ROCK av4111 APPROXIMATE TIE IN / r ) / ` LOCATION OF CONCRETE @ TRL 21s�° REEØV T� 00 ,J. \ \� LANDSCAPE WALL _ I I/ / SIDEWALK ` �' . ,L-� ,'� ) { / _\��ei�r l 11 /, \ _ -EXISTINGSPRUCE �� ,i ` an ` E j� �� SIDEWALK ..EX 34'Ia DTRU`TING SPRW4‘h 215"TRUNK ��`yyyrrr `;/ I 11 Y 12'0*PUNE L �t ft- 1 /A A- ��f 1 � �� ` At. • L 1 :e • `` 3 14.57 �` '• lff N � -A I/rrl � �V.—lt T l•�i/ o+ao ao i/ fi :I .,� _.... � - ' �, ' �� , �-• � 1111 ®lP �'\EXSTING SPRUCE 1 �'-E� \1/ 1. �� /. 19 TRUNK I1C Ili V " _ .In (4 38 m DRIPLINE III � I `�r //ki1+041.(y�a ya 91 W 'LLA S R00,10040�? 1Vri I < 4 T� •� , ,y� ► w '.. Ars "°' '''' - 320 N.7T STREET . 73 W.FRANCIS STREET r �� I'r 4 'SP EST t U:9NISIO v IS \ 1\\ !�� !/►7, ��',' i / `� .� t • I p SUBJECT PROPERTY;EXHIBIT \ ' c06. �/�i �� i �., '` ILLUSTRATES PROPOSED t. � �,, ✓rr„+: 1` �! . � Q .e� IMPROVEMENTS) s s S d Si Y Fl m 7920 7920 7920 W a Fg c 79: rc ¢j "' BOTTOM OF RAMP=7910.95'- TEMP. w "' rt 2 J a? TOP OF RAMP=7911.61' PEDESTRIAIY- �"' -2.1% -1.1% TOP OF RAMP=7910.82' RAMP EXISTING SPEED w w _ - ` -8.3� % � -2.2%. '-3A%-- ----2Z%-_ % 7.10' NO0:N �al�� _ /- -8.2% 7910 Q �; HUMP 7910 PEDESTRIAN 5.94 ELMS RIAN - _ 7910 - -'°n"' —"'�----2.1S%% -2.60% -1.65% Q - 791 $oRAMr. . f E' RA 0' GRAPHIC SCALE Io 0 5 10 20 40 h - Ell II 7900 7900 7900 79[ $ $ IN FEET l inch=l0 ft. n n^ n ^ n n 0+00 PROFILE AND SECTION VIEW SCALE: 0+50 1+00 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+01.8 ®®® ®Y 7916 79,6 7916} 7916 1 7916 7914 � IlN�tl®�®®® 7914 ®® �� w7916 - 791fi 7914 - - 7912 � " �1��® 7912 7912 ®�®®®.1 7912 7914 - - 7908 ®®®� ® 7910 ®l ®II ,�^,� 7910 37% -� 50 SIDEWALK. 7912 7912 7906 ®®®ME ® 7908 ®�®� 7908 d 7912 - - �. - 7912 7908 --- 30%. 7908 ]908 ®®®�N 7908 7908 ® ® 7906 7908 7908 7906 f 7906 7904 ]904 Reviewed by Engineering 7906 7906 ° -10 0 10 20 7907 ®®®®® 7902 7904 ��0 -0 : 10 20 7904 0 08/25/2022 =0 0 0 10 SECTION AT STA:0+54.6 -o -0 1, 2: • "It should be known that this review shall not 7918 �® XI TIN LAND PE RO K 7916 A COM BE MOVEDEW -7916 SECTION AT STA:0+84.9 relieve the applicant of their responsibility to SECTION' STA:0+06.4 IIWI A COMMODATE SIDEWAL comply with the requirements of the Cityof 7914 rr 7916 7916 SECTION AT STA:1+14.6 P Y q 7918 ®I�f�®� ®®®� 7912 7912 7914 Aspen.The review and approval by the City is r �� ® >��■ ®�__®� 7914 I 7916 EXISTING DRIP s 7916 7910 7912 •12 offered only to assist the applicant's 914 LINE•F TREE � � ��®� � � 7912 7912 ® 1.��17 � 7908 7908 7910 7910 " understanding of the applicable Engineering 7912 7912 7906 ®' � 7908 � ® � 7g08 = requirements."The issuance of a permit based 7910 �M� ®� ��0� PROPOSEDU" • • 7908 — —— —- 7908 ® ® 7904 7904 7906 ® STORM DRAIN � �®®®� 7906 • on construction documents and other data shall 906 906 7g°2 904 7904 904 f 79°4 notprevent the Cityof Aspen from requiring the 7900 ® 7906 7900 �� 7900 7902 wwwMI 7902 0 =0 0 10 20 p 4 9 0 0 10 20 -0 -0 10 z0 -0 -0 10 20 correction of errors in the construction documents and other data.