mortared irregular stone mortared fieldstone wall … laurel - l-5... · 2020. 2. 4. · utility...
TRANSCRIPT
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MORTARED STONE WALL
40'-9"
33'-5"
19'-10"
7'-10"17'-10"
4'-6"
4'-2"
12'-1"
A
B
D
C
1
MORTARED STONE WALL
1
449
450
BW
450.3
TW 454
448
TW 444.3
+
BW
439.2
+
+
+
448
444.3
439.2
450.3
454
Proposed Wall
Existing Wall
Proposed Grades
Existing Grades
A
B
443.28
+
TW 438.56
Proposed Wall
433
443.5
438.56
433
443.5
BW
434
+
C
D
MORTARED FIELDSTONE WALL
DEEP RAKE JOINTS
NO MORTAR VISIBLE ON
FACE OF WALL
FIRM UNDISTURBED SOIL
OR COMPACTED STRUCTURAL FILL
AS APPROVED BY ENGINEER
3'-6" min
EXTEND MIN
6" BELOW GRADE
EMBED KEYSTONE IN BASE
1'-6"
#5 REBAR
12" O.C. VERTICAL
18" O.C. HORIZONTAL
MORTARED IRREGULAR STONE
PROVIDE 50% FULL WIDTH STONE
SLOPE
RETAINED
HEIGHT
NOT TO
EXCEED 6'-0"
(3) #5 REBAR LONG DIRECTION.
2" WEEP HOLE 6' O.C.
MIN ONE PER WALL SECTION
3/4" GRAVEL
WATERPROOFING
1'-0"
1' - 6"
1'-6"
3"
clear
#5 REBAR AT 12" O.C.
3" CLEAR FROM BOTTOM & SIDES
OF FOOTING
Concrete for footing and walls shall be normal
weight with
3
4
" aggregate and a water to cement
ratio not greather than .50. The concrete shall
attain a minimum 28 day compressive strenght
of 3000 psi.
NOTE: REUSE EXISTING STONE FROM SITE
WALLS. NEW STONE TO MATCH EXISTING
STYLE REFERENCE IMAGE - MOCK UP TO
BE PROVIDED PRIOR TO CONSTRUCTION
SAMPLE DETAIL FOR REFERENCE ONLY - TO BE ENGINEERED
DRAWING FILE:
SHEET NO.
DWG. TITLE:
PROJECT:
NOTES:
L-5.0
WALL PLAN
2020-01-281 RSD.dwg
TO SCALE WHEN PLOTTED ON 24" X 36"
SAVE DATE: January 28, 2020
REVISION DATE: ----
LAUREL ROAD LLC
453 LAUREL ROAD
NEW CANAAN, CT
ORIGINAL ISSUE DATE: 12/23/19
DRAWN BY: RS
0 4020
SCALE: 1" = 20'
N
S
E
W
No.
1
2
3
4
5
Date & Revision
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6
7
8
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Rosalia Sanni Design LLC
Landscape & Garden Design
Greenwich, Connecticut
www.rosaliasanni.com
Phone: 203-918-4619
Email: [email protected]
1. Survey provided bySTALKER LAND SURVEYING
DATED 7/24/19. Site development and engineering plan by
McChord Engineering dated 9/24/19. Architecture plans
provided by Brooks & Falotico Associates dated 9/27/19
2. Rosalia Sanni Design LLC takes no responsibility for the
accuracy of the information provided by the survey. If the
Contractor determines inaccuracies on site, the Contractor
shall alert the Landscape Designer prior to construction of
any part of the design affected by the perceived inaccuracy.
3. The Contractor shall verify the location of all utilities prior
to commencement of any construction activities by
contacting "Call Before You Dig". The Contractor takes full
responsibility for any utilities damaged due to not verifying
utility locations, and will repair any damage at the
Contractors own expense.
4. The Contractor shall obtain all permits for construction
activities as required by the local municipality, state and
federal regulations. All permits shall be obtained prior to
commencement of the work associated with the permit.
The Contractor shall abide by all rules and regulations set
forth by the permits required for construction activities.
5. The Contractor shall at all times keep the construction
site in an orderly condition, store materials in a
pre-determined location, minimize site disturbance, and
remove all debris and excess material from the site.
6. The Contractor shall maintain any erosion control
measures utilized on site.
UPPER LAWN & WALL SECTION
SCALE: 1/8" = 1 '- 0""
2
POOL AREA & WALL SECTION
SCALE: 1/8" = 1 '- 0""
3
RETAINING WALL DETAIL - MORTARED STONE WALL
SCALE: 1/8" = 1 '- 0""
1
/Use
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umen
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020-
01-2
81 R
SD.d
wg,
Fri
Jan 31
10:
31:0
6 20
20,
36x2
4