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HomeMy WebLinkAboutDRB17-0271_L4 Details_1500992280.pdf 4.11:14%44 *n )0:0 it :IRE 0114111 "11114 11: APPROVED -' 7/19/2017 :°:1 i•,t 1,43 12:00:00 AM N 0 crSW Handrail ' .i. Adjacent Planting ez - p/ \ ci.) Stone Landing ° Ifi' ccl -. 4, .crs .'� R 61!,. 6" Stone Cap %%/%\/\\/\\/�\/\\/\\/\" %'4 I v 18" � / �j/ /=�`:•• °�`� Adjacent Planting � ^� � 16.0' / // / ."4,41111111111111.11\ %, h,-......... ,1 �1 -" , 5 :., i) -r -_ e . , / / 0..-Amin ,, , , . .,.. Stone Patio \ // // // // // // // // // // / CO (see Plan for layout) ' \//\�\\� �\�\\\/\\\\\\\\\\\\ Cr, _ Undisturbed Grade o �� ' 6"Stone Ve to \\ \\ ° ° - Compacted �> . .1 k .. ° .. ° D ..D ° ° D. I._. . . ..�,I.. �/ Match Ho. e Stone Subgradeitr '';�. ! t 1� I Note:_. D' g . Batter wa b 2" foot \/\ \ \/ / // / / / / / / /� .. 13.5' \ %\/% 11,'41`.,...:$ )4/ % \\ / / \\/ Tensar Geo-grid �./\ . �•�� \ ,�`4 1 \ \\ \\ \ \\Oh \ r1/\ every 18"continuous / < ` '� —/\ \ ,.ii\I/ Issue Date \ ' , °' \ ♦ Gravel Backfill / / / \ y 8 '17 �/\\/�\/\ /\ \ \ \ \ '.' c' /\ \ \ \ ♦-` ,. 4 ` // / / / / / / / / / � �\ Undisturbed Grade D.R.B. Jul 1 , i/�,\/ /\ / !P... D: //// \// / �.�` /��I /� 4"dia.perforated pipe // // // // /\//\\//\//\//\/�\//\ . . ..D.' // �dl►./ ;\\ in a soil separator sock \ �/�\/, .\/\\/ /jj\\\/ Concrete Wall and Footer,Size and j: .,':'�. :% j \ / \ . \\� \\ \ \ Soil separator ' \/\\ p \\\\\\\\\\\ Reinforce as per Structural Engineer. / // Compacted / p g /\ . ° // \/ \ ,►J� Colorado Buff \ Subgrade ���\\/�\\//\\ �' Sandstone,1-8"thick //,,/j \/\\. �:� \/ \/ \ Compacted • /\ \ \ \ \ \ Note: /// //\ .: . ' / / / \ Subgrade // / / / / / Batter wall by 2"/foot ° i ' v ' r� Rock Ti '/ '/\\'/\\/ \ \ /\ 402 \\` /\ \\ \\ \\ \�j�� �j\ \ \\\,\\\i,\ \ \ \ g U / c 0 ec lon 3/4"=1 '-0" (75 w m 0 0 H 0 4) .,..,'7' V (2) 1-0 •E Morter setting bed. • r"m r^ N NOTE: Slope each tread v J at 2% away from riser above. (1) ,..-1 N 16" Min. ,..2 See Plan 1/2" Adjacent Pavement. . 1::::d4 0 E rr^^ W VJ I 1-111 �' •� �� -'�I-1 I I-1 11= '� ° % / A a I IIII—I I —I • s • . .,: , . . .:/ .1 •.1 ,-� 1111 11 1-111— ► ` ° ' °� / % -�—� 111-11 -1 - ° /// �/,�I 0 11 111-111— t-'• ..:..: _ (I) a)) 0 11= 11 1I1 1 °° e , 2" - 3" Minimum ThicknessCf)�-111111 ° Sandstone Treads and ° -1111—"111—"1111H11111-- — —� 4 ,..- III-III I Risers. 111-11 111-111-111-111-111- 1 I -I-') H -+-' .,.� 95% Compacted 1111 1111-111-111-111-111- 0 Snow Melt System by Others. Subgrade =I I 1 11=111=1 I 1=111=1 I ' See Sheet L1 for Locations. 0 Copyright Fieldscape Incorporated All Rights Reserved Concrete Stairway. Refer to desisgns s incorporated and the ideas and desi ns incor orated herein,as an Structural details. instrument of professional of n al service,i thpo property rdsaP Incorporated and is not to be used, in whole or in part,for any other project without the written authorization of Ric Fields • Sheet: Stair ec lon 403i "-r-o" L_4 Of: five