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No.Description / Remarks Received Sent Returned Forwarded Status
KF KFLSDLSDRANAMC
PACKAGE NO: 044000
NO. 044000-001
Project No:52-12-00
SUBMITTAL ITEM
FORWARDED TO
RANA TC
MSE wall
NEW
LSD
Prints
Drawing
Date Held Elapsed
Ford Park Phase 1 Improvements
Page:
Date:
1 of 1
10/15/2012
MSE wall NEW001 110 1110/04/12 10/04/12
retaining wall design
revisions
NEW002 00 010/15/12 10/15/12
R.A. Nelson LLC
51 Eagle Road #2 / P.O Drawer 5400 / Avon, Colorado / 81620 / 970.949.5152 / Fax 970.949.4379Rev. Date: 01/23/07 Form: f_sb_01m
DESIGNED BY:
SCALE:
APPVD. BY:
DRAWN BY:
DATE:
SHEET NO.:
JOB NO.
OF
BY
DE
S
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ACAD NO.
46
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BJD/TMK
BJD
TMK
NOT TO SCALE
10/4/2012
65125811
2
RW-2
53
0
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1
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A D
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LNA RCOFLOO
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A
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L
TISEGER ER
D
RDLA C.
K
14395
1
REVIEWED FOR GENERAL ARRANGEMENT.
REVIEW SUBJECT TO COMPLIANCE WITH ALL
CONTRACT REQUIREMENTS. DETAILED
DIMENSIONS AND QUANTITIES NOT CHECKED.
Date Received: _________Reviewer: SJMDate Returned: 10/15/2012
NO EXCEPTIONS TAKEN
MARTIN/MARTIN, INC.
10/15/2012
8200
8210
BEGIN WALL
STA 0+00.0
TO
W
8
2
0
8
.
6
7
BO
W
8
2
0
4
.
0
0
2
EL
E
V
A
T
I
O
N
I
N
F
E
E
T
LOWER RETAINING WALL - STA 0+00.0 TO 1+83.6: BLOCK AND GEOGRID PLACEMENT
8200
8210
END WALL
STA 1+83.6
EL
E
V
A
T
I
O
N
I
N
F
E
E
T
TO
W
8
2
0
8
.
6
7
STA 0+51.0
TO
W
8
2
0
7
.
3
3
BO
W
8
1
9
8
.
6
7
8190 8190
REINFORCED CONCRETE
LEVELING PAD
BO
W
8
2
0
4
.
0
0
MIRAFI 5XT STRUCTURAL GEOGRIDS ALL LAYERS
PROJECTION OF UPPER
RETAINING WALL LEVELING PAD
ONTO LOWER WALL; REFER TO
TYPICAL WALL CROSS SECTION 2
FOR GEOGRID INSTALLATION IN
TEIRED PORTION OF WALL.
STA 1+29.0
TO
W
8
2
0
8
.
0
0
BO
W
8
1
9
9
.
3
3
"L " = 15.0 FEET "L " = 15.0 FEET
STA 1+62.8
TO
W
8
2
0
8
.
0
0
BO
W
8
2
0
1
.
3
3
TO
W
8
2
0
8
.
6
7
STA 0+29.3
TO
W
8
2
0
8
.
0
0
BO
W
8
2
0
0
.
6
7
BO
W
8
2
0
2
.
0
0
BO
W
8
2
0
0
.
0
0
BO
W
8
2
0
0
.
0
0
BO
W
8
1
9
8
.
0
0
STA 0+72.0
TO
W
8
2
0
6
.
6
7
BO
W
8
1
9
7
.
3
3
BO
W
8
1
9
6
.
6
7
STA 0+84.0
TO
W
8
2
0
6
.
6
7
BO
W
8
1
9
6
.
6
7
BO
W
8
1
9
7
.
3
3
MINIMUM GEOGRID EMBEDMENT LENGTH "L " = 16.5 FEET
UPPERMOST GEOGRIDS 'LT'
SHALL BE TERMINATED AT THE
EDGE OF THE UPPER
RETAINING WALL AS SHOWN
ON TYPICAL CROSS SECTION 1
ON SHEET RW-D1.
8220.00
8200.00
8210.00
BEGIN WALL
STA 0+00.0
TO
W
8
2
1
5
.
6
7
BO
W
8
2
1
1
.
6
7
1
EL
E
V
A
T
I
O
N
I
N
F
E
E
T
UPPER RETAINING WALL STA 0+00.0 TO 2+74.5: BLOCK AND GEOGRID PLACEMENT
8230.00
STA 0+45.0
TO
W
8
2
1
5
.
6
7
BO
W
8
2
0
7
.
6
7
2
STA 2+22.9
TO
W
8
2
1
7
.
6
7
BO
W
8
2
0
7
.
6
7
1
STA 2+82.0
TO
W
8
2
1
8
.
3
3
BO
W
8
2
1
0
.
3
3
MINIMUM GEOGRID EMBEDMENT LENGTH "L" = 6.0 FEET
MIRAFI 3XT STRUCTURAL GEOGRIDS ALL LAYERS
STA 0+65.3
TO
W
8
2
1
5
.
6
7
BO
W
8
2
0
7
.
6
7
STA 0+91.5
TO
W
8
2
1
5
.
6
7
BO
W
8
2
0
7
.
0
0
STA 1+17.8
TO
W
8
2
1
5
.
6
7
BO
W
8
2
0
6
.
3
3
STA 1+32.8
TO
W
8
2
1
5
.
6
7
BO
W
8
2
0
5
.
6
7
STA 1+66.5
TO
W
8
2
1
6
.
3
3
BO
W
8
2
0
6
.
3
3
STA 1+98.8
TO
W
8
2
1
7
.
0
0
BO
W
8
2
0
7
.
0
0
STA 2+45.3
TO
W
8
2
1
7
.
6
7
BO
W
8
2
0
9
.
6
7
BO
W
8
2
1
0
.
3
3
BO
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8
2
0
7
.
6
7
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8
2
0
7
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0
2
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8
2
0
6
.
3
3
BO
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8
2
0
5
.
6
7
BO
W
8
2
0
6
.
3
3
BO
W
8
2
0
7
.
0
0
MINIMUM GEOGRID EMBEDMENT LENGTH "L" = 8.0 FEET MINIMUM GEOGRID EMBEDMENT LENGTH "L" = 7.0 FEET
DESIGNED BY:
SCALE:
APPVD. BY:
DRAWN BY:
DATE:
SHEET NO.:
JOB NO.
OF
BY
DE
S
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ACAD NO.
46
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(
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)
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1
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3
PH
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(
4
8
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4 7
BJD/TMK
BJD
TMK
NOT TO SCALE
10/4/2012
65125811
4
RW-4
53
0
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NE
LNA RCOFLOO
OSI NE GI O
ER
A
R
L
TISEGER ER
D
RDLA C.
K
14395
1"=10'
PROFILE SCALE
5 10 FEET0
LEGEND:
KEYSTONE COMPAC BLOCK UNITS TOW ELEVATION AT TOP OF BLOCK WALL OR SIDEWALK
REINFORCED CONCRETE LEVELING PAD BOW ELEVATION AT BOTTOM OF BLOCK WALL TOP OF
LEVELING PAD
MIRAGRID 3XT STRUCTURAL GEOGRID STA STATION ALONG RETAINING WALL ALIGNMENT
MIRAGRID 5XT STRUCTURAL GEOGRID "L"MINIMUM GEOGRID EMBEDMENT LENGTH
FINISHED GRADE AT TOP OF WALL INDICATES CHANGE IN GEOGRID LENGTH
FINISHED GRADE AT BOTTOM OF WALL MIRAGRID 5XT STRUCTURAL GEOGRID TRUNCATED AT
FACE OF UPPER WALL
STA 2+74.5
8220.00
8200.00
8210.00
8230.00
EL
E
V
A
T
I
O
N
I
N
F
E
E
T
CO
N
T
I
N
U
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D
O
N
S
H
E
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T
R
W
-
5
8220.00
8200.00
8210.00
END WALL
STA 4+23.0
8230.00
EL
E
V
A
T
I
O
N
I
N
F
E
E
T
STA 3+38.5
TO
W
8
2
1
9
.
0
0
BO
W
8
2
1
1
.
6
7
STA 3+43.7
TO
W
8
2
1
9
.
0
0
BO
W
8
2
1
1
.
6
7
TURN POINT TURN POINT
PROPOSED MINIMUM 5" THICK
SIDEWALK BY OTHERS. PROVIDE
EXPANSION MATERIAL BETWEEN
BASE OF SIDEWALK AND TOP OF
RETAINING WALL WALL UNITS
MINIMUM GEOGRID EMBEDMENT LENGTH "L" = 6.0 FEET MINIMUM GEOGRID EMBEDMENT LENGTH "L" = 6.0 FEET
STA 2+82.0
UPPER RETAINING WALL STA 2+74.5 TO 4+23: BLOCK AND GEOGRID PLACEMENT
1
BO
W
8
2
1
1
.
3
3
TO
W
8
2
1
8
.
3
3
TO
W
8
2
1
6
.
0
0
BO
W
8
2
1
2
.
3
3
MIRAFI 3XT STRUCTURAL GEOGRIDS ALL LAYERS
DESIGNED BY:
SCALE:
APPVD. BY:
DRAWN BY:
DATE:
SHEET NO.:
JOB NO.
OF
BY
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
ACAD NO.
46
8
5
S
O
U
T
H
A
S
H
A
V
E
N
U
E
,
S
U
I
T
E
H
-
4
TE
M
P
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,
A
Z
8
5
2
8
2
FA
X
.
(
4
8
0
)
8
9
7
-
1
1
3
3
PH
.
(
4
8
0
)
8
9
7
-
8
2
0
0
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A
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W
A
L
L
P
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F
I
L
E
S
VA
I
L
CO
L
O
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A
D
O
5 7
BJD/TMK
BJD
TMK
NOT TO SCALE
10/4/2012
65125811
5
RW-5
53
0
S
O
U
T
H
F
R
O
N
T
A
G
E
R
D
E
RW-5
1
10
/
1
1
/
2
0
1
2
TM
K
RE
V
I
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D
S
P
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C
I
F
I
C
A
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I
O
N
S
A
N
D
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E
O
G
R
I
D
E
X
T
E
N
T
O
E
S
E
N
T
A
F
O
S
T
R
P
D
A D
NE
LNA RCOFLOO
OSI NE GI O
ER
A
R
L
TISEGER ER
D
RDLA C.
K
14395
1"=10'
PROFILE SCALE
5 10 FEET0
LEGEND:
KEYSTONE COMPAC BLOCK UNITS TOW ELEVATION AT TOP OF BLOCK WALL OR SIDEWALK
REINFORCED CONCRETE LEVELING PAD BOW ELEVATION AT BOTTOM OF BLOCK WALL TOP OF
LEVELING PAD
MIRAGRID 3XT STRUCTURAL GEOGRID STA STATION ALONG RETAINING WALL ALIGNMENT
MIRAGRID 5XT STRUCTURAL GEOGRID "L"MINIMUM GEOGRID EMBEDMENT LENGTH
FINISHED GRADE AT TOP OF WALL INDICATES CHANGE IN GEOGRID LENGTH
FINISHED GRADE AT BOTTOM OF WALL MIRAGRID 5XT STRUCTURAL GEOGRID TRUNCATED AT
FACE OF UPPER WALL
STA 2+74.5
8220.00
8200.00
8210.00
8230.00
EL
E
V
A
T
I
O
N
I
N
F
E
E
T
CO
N
T
I
N
U
E
D
F
R
O
M
S
H
E
E
T
R
W
-
4
PROVIDE 4" DIAMETER SOLID
DRAIN PIPE WEEPHOLES AT
MAXIMUM 30' ON CENTER (TYP.)
SEE DETAIL THIS SHEET
8
1
PROVIDE 4" DIAMETER SOLID
DRAIN PIPE WEEPHOLES AT
MAXIMUM 30' ON CENTER (TYP.)
SEE DETAIL THIS SHEET
8
1
FINISHED GRADE AT
BOTTOM OF WALL
TYPICAL TIERED RETAINING WALL CROSS SECTION (NOT TO SCALE)2
REINFORCED BACKFILL SEE SHEET
RW-1 FOR SPECIFICATIONS
(1
9
.
0
F
E
E
T
M
A
X
I
M
U
M
)
TOW EL. (VARIES)
BOW EL. (VARIES)
DE
S
I
G
N
W
A
L
L
H
E
I
G
H
T
"
H
"
KEYSTONE COMPAC
BLOCK UNIT (TYP.)
SCREEN FENCE OR HANDRAIL
(DESIGN BY OTHERS).
CUT GEOGRIDS NEATLY AROUND
SLEEVE-IT SYSTEM
MINIMUM 8-INCHES LOW
PERMEABILITY (CLAYEY)
COMPACTED
ON-SITE SOILS
MINIMUM GEOGRID EMBEDMENT LENGTH "L"
MINIMUM 1-FOOT OF UNIT FILL BEHIND BLOCK COURSES (TYP.)
SLOPE
V
A
R
I
E
S
(
4
H
:
1
V
M
A
X
)
STONE VENEER; ATTACH TO KEYSTONE
UNITS WITH BRICK OR ROCK TIES; PLACE TIES 16"
O.C. VERTICALLY AND 18" O.C. HORIZONTALLY; 9GA
304 SS WIRE @ 16" O.C. 18" HORIZ. ANCHOR INTO
STONE VENEER AND BLOCK WITH WEDGE-ALL
3/8"x3" WEDGE ANCHOR (TYP.) OR ANY OTHER
SUITABLE MEANS OF POSITIVE CONNECTION
SLEEVE-IT SYSTEM OR EQUIVALENT.
SEE DETAILS ON SHEET RW- D2.
APPROXIMATE EXISTING
GRADE PER CIVIL DRAWINGS
3 INCHES MINIMUM
42 INCHES MINIMUM
(TYPICAL ALL WALLS)
1.0 FOOT MIN.
TRUNCATE UPPERMOST GEOGRID 'LT'
AT THE FACE OR LEVELING PAD OF
UPPER WALL AS SHOWN (TYP.)
6-INCH REINFORCED
CONCRETE LEVELING PAD
(SEE DETAIL SHEET RW-D2)
4" DIAMETER PERFORATED ADS OR
PVC PIPE WRAPPED IN FABRIC. SEE
TOE DRAIN DETAIL THIS SHEET.MIRAGRID GEOGRID REINFORCEMENT (TYP.). SEE WALL
PROFILES FOR GEOGRID TYPE, MINIMUM EMBEDMENT
LENGTHS AND LAYER ELEVATIONS.
RETAINED BACKFILL SHALL MEET
ENGINEERING PROPERTIES OUTLINED
IN THE THECHNICAL SCOPE OF WORK
SLOPE PER OSHA
REQUIREMENTS
SANDSTONE CAP UNIT
(TYP.) BY OTHERS
3 INCHES MINIMUM
PROVIDE 4" DIAMETER SOLID
DRAIN PIPE WEEPHOLES AT
MAXIMUM 30' ON CENTER (TYP.)
SEE DETAIL THIS SHEET
8
1
6-INCH REINFORCED
CONCRETE LEVELING PAD
(SEE DETAIL SHEET RW-D2)
HAND RAILING
(DESIGN BY OTHERS).
FINISHED GRADE AT TOP OF
WALL; SIDEWALK (BY
OTHERS) WHERE SHOWN ON
THE RETAINING WALL
PROFILE
1" ASPHALT BASED EXPANSION
MATERIAL BETWEEN BLOCK AND
SIDEWALK. PROVIDE HORIZONTAL
JOINT IN STONE VENEER AT THE
SIDEWALK LOCATION TO ALLOW FOR
EXPANSION AND CONTRACTION
MIRAGRID GEOGRID REINFORCEMENT (TYP.). SEE WALL
PROFILES FOR GEOGRID TYPE, MINIMUM EMBEDMENT
LENGTHS AND LAYER ELEVATIONS.
RETAINED BACKFILL SHALL MEET
ENGINEERING PROPERTIES OUTLINED
IN THE THECHNICAL SCOPE OF WORK
REINFORCED BACKFILL SEE SHEET
RW-1 FOR SPECIFICATIONS
SLOPE PER OSHA
REQUIREMENTS
MINIMUM GEOGRID EMBEDMENT LENGTH "L"
MINIMUM 1-FOOT OF UNIT FILL
BEHIND BLOCK COURSES (TYP.)
TYPICAL UPPER RETAINING WALL CROSS SECTION (NOT TO SCALE)1
42 INCHES MINIMUM
(TYPICAL ALL WALLS)
(1
0
.
0
F
E
E
T
M
A
X
I
M
U
M
)
TOW EL. (VARIES)
BOW EL. (VARIES)
DE
S
I
G
N
W
A
L
L
H
E
I
G
H
T
"
H
"
MINIMUM 8-INCHES LOW
PERMEABILITY (CLAYEY)
COMPACTED
ON-SITE SOILS
3 INCHES MINIMUM
REMOVE PORTION OF
ADJACENT UNITS TO ALLOW
DRAIN TILE THRU FACE.
DAYLIGHT DRAIN
THROUGH WALL FACE
FINISHED GRADE AT
BOTTOM OF WALL
SPACING VARIES
30 FEET MAX.
DAYLIGHT DRAIN
THROUGH WALL FACE
PROFILE VIEW
TOE DRAIN DETAIL
PLAN VIEW
2" CUT
1ST COURSE ABOVE GRADE
2ND COURSE ABOVE GRADE
JOIN TO SUBDRAINDRAIN. SEE
DETAIL ON THIS SHEET (TYP).
4" CROSS
4" DIAMETER PERFORATED
ADS OR PVC PIPE WRAPPED
IN FABRIC
DESIGNED BY:
SCALE:
APPVD. BY:
DRAWN BY:
DATE:
SHEET NO.:
JOB NO.
OF
BY
DE
S
C
R
I
P
T
I
O
N
DA
T
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46
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6 7
BJD/TMK
BJD
TMK
NOT TO SCALE
10/4/2012
65125811
6
RW-D1
53
0
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ER
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TISEGER ER
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14395