HomeMy WebLinkAboutDRB17-0063_L8 Details_1489778400.pdf 1,4
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Mortar Setting Bed. APPROVED
3/17/2017
12:00:00 AM
1-1/2" - 2-1/2" Thick Sandstone Snowmelt by Others -
Pavers, Random Pattern 6" See Plans for Location.
Minimum Diameter. Joint Sealant over Exposed
Joint, Color to Match Mortar.
#4Rebar@32" O.C.
Each Direction. Provide Pockets at Stairway
2" Rigid Insulation. Edges for Planting and Step - v v
o
1-�"Diameter V
g Lights. Crushed Gravel
15" Min. 1� Stair Width Varies - See Plans. Wrapped in Mirafi 700 or i
o -t,
NOTE: Refer to Soils Report for _ �l Varies Each Tread and Riser to be q v
m 1_ Equivalent Fabric.
►o -- ^� Single Slab.
V
.:r' iO::�i'�:O::�i'�:Y::�Y+:Y. • Y •.Y..� C+:Y::� :Y::�Y+:'c::� �.:r'::�v'�: .:O::�i'�:r'::�i'�:Y::�i'Y�i'�:O�i'�:Y�i'�:Oe'�:O�C+:Y See Plan
':�, Stacked Oklahoma Beam
Concrete Mix Requirements. K«, F`.:._. °::�:..: ::«..ry.>.r Dry O ..y
ba ° _ —o a r °_ _ a:° ° rf 1\I . Boulder Edgers. See Plans. Retaining Wall. 3'-6" o
Flagstone Pavers to be Colo. � . r • . - . a •�. �.° s ' \i Maximum Height. (See Plan) Ln
AHEM- • Q .:: ^'1 f ��\\\\\\\\\\\\\\`\\\\\\\\\\\\\�` 2" - 3" Minimum Thickness \ .—i 4 o
Buff Sandstone. a
N : •-•-• = = .a Ao '� �� Sandstone Treads and \\/\\ x c,
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For Exterior Pavement Only. !! i.: :.... .. . . .. ... ...... .. ®.� s_ as
�. v I7� . - _ _ = 1; Risers. \//\//\/ //i////i ' _ L,
� i�f =i1r'm lel i 1=1 i�irl='mil • i 1=1�i�1 � h=� � � li`l'y-�l ll�-1~I�I-1��1 I� \ \\ ,�:,/ � - o �,
1 1'=1 I I –I 11=1 I I– =1 11=1 11=1 11=1 I I-1 I I I I 1=1 11=1 I I,.. I I I Ern I �. .., 1= =1 1— //i/ j///�
-III- I I 1=1 I 1-1 I I�_� —� —� —� �_ " i .0 ;e6.,. , .:Q. I —III— Sand SettingBed. / IA �"
—,-_ —� III— \ — 1= 1 \\\' %// _
i 111=111-III-III= \/VIZ*%���
'compacted Subgrade �� �, . �\\\\\\\\ — _ _ _ Filter Fabric. \\\;� ,,..,�\\
` ,�� LII=1 I I—III—III ���
ompact asper Soils Report \,/�� e.::;....,p. ,\� ,.�\ .,- \\\\\
1�- P P ` 11 1 I- Compact Subgrade to 95`)/0 /%` "/ ///////�////
� :..— I I prior to Placing Each \ �\\\\\\/\//\i\i\�i\\/�\\�\\\\
`�\\� �\\\\�111111111�I�111II\I ,
,. ,',...,,,.:.::,.;',,:`•;.:,:,:::;...,....;,=: —I ///////// Issue Date
• � :. Successive Slab. T. n
2" ^`,�;"c.;;r. ,;•y,' ` ,,�:;: `./' -: \ \ \\ O.V.Co ceptua
Thickened Slab all Pavement Sand Bed. � �� � `• '` ' 111=111- o Vi\ ` Re�;e,�, June 20, '16
Edges and Joints. - - — I 1=1 1 '—� _ Snow Melt System by Others. T.O.V. Aug. 1, '16
11111,— ' —' ' 1=111=1111 111= 111—I I 1—I I 1—I 11—III Compact Backfill to 90/o \\,��
Install Lateral Drain with 4" Minimum Standard Proctor. g
#4 Dowel with Greased Sleeve See Plan for Locations. Diameter PVC.Drain to T.O.V.Final Review Aug. 29, '16
Moisture Barrier. @ 24" O.C. All Expansion Joints. Adjacent Pavement. See Plan. daylight(see Plan) TOV DRB Mar. 1, '17
Revisions
D.R.B. Mar. 9, '17
Typical 1/2" Expansion J int.
Stone Path DetailRetaining• • •
Wall Detail
802
• N.T.S. 803
N.T.S.
Patio Stone Paving Detail
801 N.T.S.
Tube steel frame with standing seam
natural metal roof.
3'-0"
—0 0 Close mesh bar grating panels welded to
3"x3" metal frame.
Colored concrete perimeter banding:
Color and finish to be determined. Reinforce as required.
Address Marker:
Provide an Address Marker for both units using matching 0
materials as the buiding chimney cap. Back-light the engraves "Zi
2 - 12" mortar setting bed. stone face. Numbers to be 9"tall;letters to be 4"tall. Ct
0
0
Driveway Pavers: ♦ . U
1-4
Precast concrete pavers on a heated subsurface: size, style, and color to be - - •1-1
- - c1C5
determined. Provide 2" mortar joint. - -
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0
- -
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Swale
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Drivef N I -)
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411 7i CD
. CD. . , , iiii
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1'!i 1'!i 1'!i ;�!i ;�'•� 1'!i 1:!i 1'!i 1'!i !i �'!� 1'!i 1'!i •!i 1`�� �,�i _ 1
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\ \\ \\ \\ \\ \\ \ It4.._ ...\•Ire.\ ► .\ Ift���I!t���I!tt��.., . ., ...„ .. oh - II*, • 1��Irt1��•1, •ipl*, „
\/ "/ \/ \/ \\T / s \ / ' \ / '/ ,—..,
\ \ \ \ \ \ /�` . Reinforce as
\\\\\\\\\\\\ \\\\ \\\ \\\\\ \� LStone to match
\ \ \ \ \ \\ \ \ \ \ \ \/ /\/\/\/\/\ redhouse stone (t '
\\ \\ \\ \\ \\ \\ \� \\ \\ \\ \r\' 147\ \ \\ \\ \\\ \\j\\j\\j\\j\\j\\j\\ ago
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\\/\/\/\/\/\/\/\/\/\/\/\ //\/ _.). r—.1
\\/\ \ / s 4: subbase.
\\\\\\\\\\\\\\\\\\\\\ / , / ) CD >\
\\\i/\ Ct >i
\ Finish Grade
\\\\\\ A Drive Section
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804 N.T.S. •1--1 =
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EAddress Marker Elevation
805 111_1'-011 0 Copyright
i Fieldscape Incorporated
/ All Rights Reserved
This document,and the ideas and
designs incorporated herein,as an
instrument of professional service,is
the property of Fieldscape
Incorporated and is not to be used,
in whole or in part,for any other
project without the written
authorization of Ric Fields
Sheet:
L8
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