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/ 16.00'
N90°00'00"E /
' / 12.00' MIN. IF OTHER DRIVEWAY SWALE
THAN GRAVEL IS USED
427.27/BEGIN SECONDARY DRIVEWAY I FOR SURFACE MATERIAL b EXIST. GROUND
- - -� ALIGNMENT BP:10+0 . 0 o SURFACE
( CLASS 2 AGGREGATE ASPHALT CLASS 6 ABC - - -
N1611961.24
10 NONEXCLUSIVE EASEMENT E2527713.53
/
DRNEWA' / CUT
\ ENTRANCE -
MARKER SIGN 28.05• 16.00'
GEOGRID
N90'00'00"E / FILL; USE ON SITE MATERIAL IT IS RECOMMENDED THAT A GEOGRID BE
GENERATED FROM CONSTRUCTION. PLACED BETWEEN SUBGRADE SOILS AND
278.19' / ,_,,,, / FILL SHOULD BE VOID OF ROCKS CLASS 2 GRAVELS. TENSAR TRIAX 140
/ GREATERIOTHAN 3" IN DELETERIOUS DIAMETER OR EQUAL IS RECOMMENDED.
Sc_ 100' TRAIL CORRIDOR \ / TYPICAL DRIVEWAY SECTION
Ir
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ry
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e
Gradations:
/ aNOTES: SCALE: 1 " = 5'
�2�
7, 1. IF ASPHALT IS USED AS DRIVEWAY SURFACE MATERIAL THE MINIMUM WIDTH SHALL BE 12.0' AND
/ THE MINIMUM THICKNESS 4.0'. CONCRETE SHALL HAVE A MINIMUM THICKNESS OF 6.0".
ASPHALT OR OTHER HARD SURFACING MATERIAL IS / / ASPHALT OR OTHER HARD SURFACING 2. THE MINIMUM THICKNESS OF CLASS 6 ABC SHALL BE 6,0".
\ RECOMMENDED FOR THE ENTIRE LENGTH OF THE / % MATERIAL IS RECOMMENDED FROM THE EDGE 3. THE MINIMUM THICKNESS OF CLASS 2 AGGREGATE SHALL BE 4.0".
MAIN RESIDENCE DRIVEWAY. AT A MINIMUM THE MAIN OF THE EXIST. PAVEMENT TO STATION 0+50
RESIDENCE DRIVEWAY SHOULD BE SURFACED WITH / TO CONTROL TRACKING OF SEDIMENT FROM 4. SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6.0" AND COMPACTED TO 95% OF THE
ASPHALT OR OTHER HARD SURFACE MATERIAL FROM PT:10+91 21 THE PROPOSED DRIVEWAY TO THE EXIST. : STANDARD PROCTOR WITHIN t2% OPTIMUM MOISTURE CONTENT.
MAIN DRIVEWAY ALIGNMENT STATION 1+77.68 TO / ROADWAY.
MAIN DRIVEWAY OUTLET STATION 6+50, WITH THE 5. CLASS 2 SHALL BE WHEEL ROLLED WITH A MINIMUM OF 2 PASSES USING HEAVY EQUIPMENT.
PARKING AREA INCLUDED. SEE TYPICAL DRIVEWAY / PC:10+77.97
DETAIL ON SHEET j' 615 / 6. CLASS 6 ABC SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR WITHIN t2% OPTIMUM
*BEGIN MAIN
MOISTURE CONTENT.
DRIVEWAY ALIGNMENTY PT:11+27.12 / ./ ..
j'
STA:0+00;00 / °O
NOTES:
N16118211.38 !
E2527562.36 -�
1. AREA OF DISTURBANCE ASSOCIATED WITH CONSTRUCTING _ / ' •�-N89'54'.-06'E
DRIVEWAY AND SITE GRADING IS 50,568.56 Ff2, OR 1.16 _
ACRES. '
Pc:tt+o4.ot 361.58
AREA OF DISTURBANCE / /
2. PERCENTAGE OF PROPERTY DISTURBED BY DRIVEWAY AREA = 50568.56 FT20.
'
CONSTRUCTION AND SITE GRADING IS 3.27% (1.16 AC/35.476 AREA = 1.16 ACRES
AC) /
3. MATERIAL VOLUMES:i
3.1. CUT = 2,309 CY. PC:22+62.16 MAXIMUM DRIVEWAY H
3.2. FILL = 2,641 CY. <Y �.•• ' �~ i x / / SEESHEETC
FOR TYP IALDETAILL AND NOTES.
3.3. CLASS 6 ABC = 280 CY. 3
4. APPROVED MATERIALS FOR DRIVEWAY SURFACING IS:
4.1. INTERLOCKING CONCRETE PAVERS (EARTH TONED COLORS);
PC.• 10.11 _
4.2. BRICK PAVERS;
4.3. GRANITE OR OTHER NATURAL STONE C088LES;� I � %0 f � PC:0+93.55
4.4. GRASSCRETE STYLE CONCRETE (UNITIZED AND MONOLITHIC);
4.5. CONCRETE AND PATTERNED CONCRETE IN EARTH TONED
COLORS:
4.6. ASPHALT; I / ` 8145
4.7. CHIP SEAL; AND 3 00 o - \ END MAIN DRIVEWAY
II \, OUTLET ALIGNMENT
4.8, GRAVEL I 1 / N \_ �_ ^ \._ STA. 7+73.97 =
III N \• \ MAIN DRIVEWAY ALIGNMENT STA. 1+30.00.
\ N 1611748.74
E2527661.18 AREA OF DISTURBANCE
x
AREA = 50568.56 172
PT:13+ 1.91 \ \ AREA = 1.16 ACRES
-2% ........ _
GRADE "-2% / .- - ` PC >
I \BREW ' 19.95 n�. ..--.
.....-.. .. .._ / .� 8140 PT ,.
7+01.06 \
ASPHALT OR OTHER HARD SURFACING
MATERIAL IS RECOMMENDED FOR THE`
SECONDARY RESIDENCE PARKING AREA. / \ \
--. . ....., ._... .. . - 81$0.......... PT:1+69.95
PC:1+77.68 - _ �) '•.�
f�
i
-2% PROPOSED .............�
... -zz \ / / IF Pc:6 o9.as j
.SECONDARY / 8135 MAIN DRNEWAY 8�3pa I
- RESIDENCE ... .... ......... .. .. _.I.. _....- ... ALIGNMENT STA. =
_...._... MAIN DRIVEWAY OUTLET .. .
FG 8140.00 ; Zoo srns+oo.00
-., \ \ PT:2+27.97 -
END SECONDARY
N
DRIVEWAY ALIGNMENT m . -•
STA 14+23.65
135 _ o4"DR 44"DLR .--4"DR
N1611659.83 \ ��--L _ T f r 1 GRADE$�6
E2527500.02
GRADE BREAK
PROPOSED MAIN I. "' /
RESIDENCE fa
/ I FG 8130.00 PI:3+30.42 /
/ 3 \ .. _. ... ....
v TOP RW.8130.00 r - - - -
TOP N
8126:Ob _ I I - - -
AA� _ _
..... .. TOP RW. TOP RW. L80E-RWO. I 2
8129.81 8126.00 I I
_ L0 RW_ -2
10E `----1
2 a �
y TOP RW.812 .0 L = 8122.10
S -TOE
VARIES FIR
8117.9
2
TO 812SOUTH EDGE OF PORCH /
STA:3+41.52 _
PI:3+74.54
I
In
0
END MAINp l O
61
DRIVEWAY ALIGNMENT II
STA:3+98:51 01
01
N1611545.71
i E2527715.54 rrl
Graphic Scale
Percentage by Wei ht Passing Square -Mesh Sh ves
Standard
LL < 35
LL < 30
US Sieve
Size
Class 1
Class 2
Class 3
Class 4
Class 5
Class 6
Class 7
4 inches
,
L-
100
a)
W
a)
3 inches
-
95-100
V•
-
C
-
W
2'hinches
100
--
L
-
ami
2 inches
95-100
-
N
100
U
-
1 Y2inches
--
90-100
100
-
--
I inch
N
95-100
-
100
% inch
--
50-90
--
100
--
No. 4
30-65
30-50
30-70
30-65
--
No. 8
-
-
--
25-55
20-85
No. 200
3-15
3-15
20 max.
3-12
3-15
3-12
5-15
Note: Class 3 materials shall consist of bank or pit run material.
y TOP RW.812 .0 L = 8122.10
S -TOE
VARIES FIR
8117.9
2
TO 812SOUTH EDGE OF PORCH /
STA:3+41.52 _
PI:3+74.54
I
In
0
END MAINp l O
61
DRIVEWAY ALIGNMENT II
STA:3+98:51 01
01
N1611545.71
i E2527715.54 rrl
Graphic Scale
0 10 20
40
In Feet: 1" = 20'
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Fie: BOUNDARY 1743 HIGH ASPEN DR
STATE PLANE
Tibe
Grading Plan
Dwg No.
2
Of: 4
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Job No. 2022-006.001
Drawn by: TLB
Date: 05/18/2022
Fie: BOUNDARY 1743 HIGH ASPEN DR
STATE PLANE
Tibe
Grading Plan
Dwg No.
2
Of: 4
PEP
to
m
i
N 90'00' 00"E
- 278.19' -
Ss8 100' TRAIL CORRIDOR
b7` 7
I
8155 - -
ROADSIDE SWALE/
I SEE TYPICAL ROAD
SECTION SHEET 02...
N89'54'06"E
361.58',
NOTES:
1. DRAINAGE FROM DRIVEWAY CLT AREAS SHALL BE COLLECTED IN / r
A SWALE. CHECK DAMS SHALL BE INSTALLED IN SWALES EVERY-�
�\ Graphic Scale
\\ 0 10 za as
\ \ In Feet: 1" = 20'
U
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\ 0
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150 FEET AND AT THE SWALES OUTLET. CHECK DAMS SHALL BE / �s \
CONSTRUCTED OF AASHTO M43, SIZE NO. 3. eg C
DRIVEWAY CENTERLINES
2.RIPRAP APRONS SHALL BE INSTALLED AT THE OUTLET OF ALL / i
ROADSIDE SWALE
SWAM. i / %6 SEE TYPICAL ROAD
3. DRAINAGE FROM ROOFS AND OTHER HARDSCAPE AREAS SHALL BE / SECTION SHEET 02
REINTRODUCED INTO THE SOILS WITHIN THE BOUNDARIES OF THE \
\ h�
/ .. 01
LOT USING ACCEPTABLE WATER QUALITY CONTROL BEST \
IMANAGEMENT PROCEDURES. \
Table 703-2
CONCRETE AGGREGATE GRADATION TABLE
Percentage Passing Designated Slaves and Nominal Size Designation
i
l 814 I N \\ \
I
PROPOSED
\. SECONDARY \ 8135
12" INLINE DRAIN 8)3
RESIDENCE GR -8727.76
-LANDSCAPE AREA INV. 90' FITTNG 8123.91
FG 8140.00 N1611681.75 / ROADSIDE SWALE
E2527737.53 1 SEE TYPICAL ROAD
1 SECTION SHEET 02
\RIPR/W APRON'
DISCHARGE 4"0 PVC
INV.8122.47 ..
14. 0' I N1611658.03
` E2527784.70
8135-
RI+4-
-4
\ PRAP APRON
$430' 4 S 12" INUNE DRMN 12" INLINE DRAIN I
GR.8128.62 GR.8128.25 -'1'8" INUNE BASIN I
INV. 90' nTnNG 8124.56 INV. TEE 8124.18 GR.8128.00 I -
/ N1611657.96 N1611658.0.- 1.1./1.0. 8723.48 %
E2527681.98 E2527701.62 N1611658.03 `=B
lir I
4-s 4"S PROPOSED MAIN E2527737.53 I
--- I RESIDENCE
FG 8130.00
1 V _ q�
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xs - a- rr.t3A�,£712�13[C7:Ltt.lA.lxSSxO t1 -, "tib
Comm Aggregates (from AASHTO M 43)
Fine
o
No -3
No. 357
No.4
No. 467
No. 57
No.6
No. 67 -1
No.7
No.8
Aggregate
New Size
50mmto
50mmm
37.5 mm
37.5 mm
25.0 mm
19.0 mm
19.0 mm
125mm
9Smmto
475 mm to
25.0 mm
4.75 non
to 19.0 mm
to 4.75 mm
to4.75mm
m9.5mm
t.4.75mm.
10 4.75 mm
2.36 mm
150µm
(2'101")
(rtoNo.4)
(IK-to3;")
(kKTw#4)
(I"to#4)
p/."to B6")
(110to#4)
(W to 04)
(4'."to#8)
(#4m#100)
63 mm (VT)
100
too
50..(2")
90-100
95-100
100
100
37.5 mm OK")
35 - 70
90 - too
95- 100
100
25.0 mm (1")
0-15
35-70
20-55
95-100
100
100
19.0 tem (%').
0-15
35-70
90-100
90-100
too
12.5 mm(K")
0-5
10-30
25-60
20-55
90-100
100
9.5 mm(w)
0-5
10-30
0-15
20-55
40-70
85-100
100
4.75 mm (04)
0 5
0--5
11 10
0 5
0-10
0-15
10-30
95-100
2.36 mm(#8)
0-5
0-5
0-5
0-10
80-100
1.18 tem(#16)
0-5
50-85
600 µm (#30)
25- 60
300 µm (#50)
10-30
J50 too (#100)
2-10
I
PROPOSED
\. SECONDARY \ 8135
12" INLINE DRAIN 8)3
RESIDENCE GR -8727.76
-LANDSCAPE AREA INV. 90' FITTNG 8123.91
FG 8140.00 N1611681.75 / ROADSIDE SWALE
E2527737.53 1 SEE TYPICAL ROAD
1 SECTION SHEET 02
\RIPR/W APRON'
DISCHARGE 4"0 PVC
INV.8122.47 ..
14. 0' I N1611658.03
` E2527784.70
8135-
RI+4-
-4
\ PRAP APRON
$430' 4 S 12" INUNE DRMN 12" INLINE DRAIN I
GR.8128.62 GR.8128.25 -'1'8" INUNE BASIN I
INV. 90' nTnNG 8124.56 INV. TEE 8124.18 GR.8128.00 I -
/ N1611657.96 N1611658.0.- 1.1./1.0. 8723.48 %
E2527681.98 E2527701.62 N1611658.03 `=B
lir I
4-s 4"S PROPOSED MAIN E2527737.53 I
--- I RESIDENCE
FG 8130.00
1 V _ q�
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O' STATE PLANE
4P O
IV i C
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Title:
Drainage Plan
Dwg No.
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