PROJECT DESCRIPTION LEGEND · 2019. 1. 22. · d e s ig n \ c a d d s t a n d a r d s \ s a m p l...
11
CLASS ODOT DESCRIPTION N LOCATION MAP 0.42 mm 0.074 mm 0.005 mm 2.0 mm 3" 12" COBBLES GRAVEL COARSE SAND FINE SAND SILT CLAY No. 200 SIEVE No. 40 SIEVE No. 10 SIEVE PARTICLE SIZE DEFINITIONS BOULDERS RECON. - DRILLING - DRAWN - REVIEWED - SS INDICATES A SPLIT-SPOON SAMPLE. LEGEND 8 14 PAVEMENT OR BASE = X = APPROXIMATE THICKNESS SOD AND TOPSOIL = X = APPROXIMATE THICKNESS HORIZONTAL BAR INDICATES A CHANGE IN STRATIGRAPHY. DRIVE SAMPLE AND/OR ROCK CORE BORING PLOTTED TO VERTICAL SCALE ONLY. WC INDICATES WATER CONTENT IN PERCENT. 11 5 3 4 7 3 11 12 50 49 EQUAL TO OR GREATER THAN THE LIQUID LIMIT MINUS 3. INDICATES A PLASTIC MATERIAL WITH A MOISTURE CONTENT NORMALIZED TO 60% DRILL ROD ENERGY RATIO. INDICATES STANDARD PENETRATION RESISTANCE LOCATION FROM STA. TO STA. SHEET SECTION CROSS- INDEX OF SHEETS - SHEET PLAN VIEW SHEET PROFILE MAX. CUT MAX. FILL EMB. 7 7 - 8 8 10 - - - - 5 5 - 6 6 WEST ST. 6+75 10+43.42 RAMP H 50+00 61+30.87 SR 395 0+00 12+50 12+50 25+00 25+00 36+25 8 9 2 2 ST A-1-a A-7-5 A-7-6 CLASS ODOT HISTORIC BORING DESCRIPTIONS A-2-4 1 - 8 - 2 - 2 - VISUAL HISTORIC BORING LOCATION - PLAN VIEW - TER-102-7.86, 1965 CLAY GRAVEL AND/OR STONE FRAGMENTS ELASTIC CLAY UNCONTROLLED FILL GRAVEL AND/OR ST. FRAGS. W/SAND & SILT HORIZONTAL BAR INDICATES A CHANGE IN STRATIGRAPHY. AUGER BORING PLOTTED TO VERTICAL SCALE ONLY. INDICATES FREE WATER ELEVATION. W INDICATES A SHELBY TUBE SAMPLE. GRAVEL AND/OR STONE FRAGMENTS COARSE AND FINE SAND GRAVEL AND/OR ST. FRAGS. WITH SAND AND SILT SANDY SILT SILT AND CLAY SILTY CLAY SHALE GREATER THAN 25% OR GREATER THAN 19% WITH A WET APPEARANCE. INDICATES A NON-PLASTIC MATERIAL WITH A MOISTURE CONTENT 52+00 & 54+00 11 - - 55+00 & 56+00 EXPLORATION LOCATION - PLAN VIEW 13 3 TOTAL - 3 HA NP INDICATES A NON-PLASTIC SAMPLE. INDICATES A HAND AUGER SAMPLE. TR INDICATES THE TOP OF ROCK. CLOSE TO THE BLACK RIVER, UNDERLAIN BY OHIO SHALE OF DEVONIAN AGE. MATERIALS, HOWEVER, SOME ALLUVIAL (WATER-DEPOSITED) SOILS MAY BE ENCOUNTERED PROJECT AREA ARE COMPOSED PRIMARILY OF GLACIALLY DEPOSITED OUTWASH AND TILL PLAIN, BOTH FROM THE LATE WISCONSINIAN GLACIATION. THE SOILS UNDERLYING THE LOAMY TILL PLAIN, ALONG THE WESTERN EDGE OF THE BLACK RIVER INTERLOBATE THE SITE LIES IN THE GLACIATED PORTION OF OHIO, WITHIN THE SOUTHERN OHIO 9 9 FT FT FT FT FT FT FT FT FT FT FT FT 5 5 6 7 16 6 <1 5 12 19 9 11 UNCONTROLLED FILL (UCF) 14 19 A-1-a A-1-b A-3a A-2-4 A-4a A-6a A-6b TOTAL VISUAL VISUAL VISUAL VISUAL SCALE IN MILES 0 1 2 3 4 MECH./VISUAL CLASSIFIED N 60 SUBSURFACE EXPLORATION EXPLORATION FINDINGS PROJECT DESCRIPTION MECH./VISUAL CLASSIFIED GEOLOGY HISTORIC RECORDS RECONNAISSANCE 395 AND OF A PORTION OF WEST STREET (TR 130). ALSO INCLUDED IN THIS PROJECT IS THE REALIGNMENT OF RAMP H FROM US 102 TO SR THIS PROJECT, TER-395-0.00, IS THE WIDENING OF SR 395 FROM US 92 TO CR 10. PROFILE. CONSTRUCTION PLANS, TER-102-7.86, DATED 1965, ARE PRESENTED ON THIS SOIL FOUR HISTORIC HAND AUGER BORINGS ALONG EXISTING RAMP H FROM THE ORIGINAL STA. 0+00 BEGIN PROJECT STA. 36+25 END PROJECT NOTED, TYPICALLY IN GRANULAR SOILS. TRANSIENT GROUNDWATER WAS ENCOUNTERED SPORADICALLY IN THE BORINGS, AS FT FT AVAILABLE INFORMATION SPECIFICATIONS GRAVEL AND/OR STONE FRAGMENTS WITH SAND X:\De s i gn \CADD St a nda r ds \SAMPLE PLANS\2019_e dit s \Soil _Pr of il e \Sh ee t s \99999I C001 . dgn Sh ee t 1 / 18/ 2019 12: 36: 44 PM bl ogs t on 1 11 DESI GN AGENCY PI D NO. 99999 1980 W. BROAD ST. COL UMBUS, OH 43223 OFF I CE OF GE OTE CHNI CAL E NGI NEE RI NG OHI O DE PARTME NT OF TRANSPORTATI ON S O I L P R O FI LE TE R - 395- 0. 00 BROAD STREET. DIRECTOR'S OFFICE OR THE OFFICE OF GEOTECHNICAL ENGINEERING AT 1980 WEST PROJECT. COPIES OF THIS DATA, IF ANY, MAY BE INSPECTED IN THE DISTRICT DEPUTY EXPLORATIONS MAY HAVE BEEN MADE TO STUDY SOME SPECIAL ASPECT OF THE ON THE GEOTECHNICAL EXPLORATION SHEETS HAS BEEN SO REPORTED. ADDITIONAL ALL AVAILABLE SOIL AND BEDROCK INFORMATION THAT CAN BE CONVENIENTLY SHOWN SPECIFICATIONS FOR GEOTECHNICAL EXPLORATIONS, DATED JULY 2014. OF OHIO, DEPARTMENT OF TRANSPORTATION, OFFICE OF GEOTECHNICAL ENGINEERING, THIS GEOTECHNICAL EXPLORATION WAS PERFORMED IN ACCORDANCE WITH THE STATE THE EAST OF THE PROJECT. LANDFILL WERE OBSERVED. THE BLACK RIVER RUNS FROM NORTH TO SOUTH JUST TO THIS PROPERTY. NO EVIDENCE OF SURFACE FEATURES ASSOCIATED WITH ABANDONED LANDFILL. THE REALIGNED RAMP H IS PROPOSED TO CUT ACROSS THE SOUTH EDGE OF RAILROAD AND THE US 92 AND US 102 INTERCHANGE, IS THE SITE OF AN ABANDONED STA. 11+50 TO 12+50. ONE PROPERTY ON THE EAST SIDE OF SR 395, BETWEEN THE GOOD , BUT A BAD PAVEMENT AREA WITH PATCHES WAS OBSERVED ON SR 395 FROM PROJECT IS GENERALLY COMMERCIAL AND RESIDENTIAL. THE PAVEMENT IS GENERALLY STEVE YOUNG VISITED THE SITE ON AUGUST 14, 2014. THE LAND USAGE AROUND THE CORE BARREL, WATER METHOD. THE BORINGS WERE ADVANCED AND THE ROCK WAS SAMPLED USING A TYPE NQ SERIES SAMPLES WERE OBTAINED WITH THE HAND AUGER. WHERE BEDROCK WAS ENCOUNTERED, OR IN THE SUMMARY OF SOIL TEST DATA, IN ACCORDANCE WITH AASHTO T207. AUGER RATIO OF 81.9%. UNDISTURBED SOIL SAMPLES WERE OBTAINED AS SHOWN ON THE LOGS THE BORINGS. HAMMER CALIBRATED ON AUGUST 8, 2013 AND HAS A DRILL ROD ENERGY T206) AT 1.5 TO 5.0 FOOT INTERVALS FOR THE FULL DEPTH OF THE SOIL PORTION OF WERE OBTAINED IN ACCORDANCE WITH THE STANDARD PENETRATION TEST (AASHTO H-014-3-14 TO DELINEATE LIMITS OF UNCONTROLLED FILL. DISTURBED SOIL SAMPLES AUGER (HAND AUGER) WAS USED TO ADVANCE TWO OF THE BORINGS, H-014-2-14 AND THE HOLES THROUGH SOIL. A MECHANICALLY POWERED, CONTINUOUS HELICAL SCREW MOUNTED ROTARY DRILL RIG, USING 3‚-INCH I.D. HOLLOW STEM AUGERS TO ADVANCE BETWEEN SEPTEMBER 15 AND 18, 2014. MOST BORINGS WERE DRILLED WITH A TRUCK (21) TEST BORINGS WERE COMPLETED AS PART OF THIS SUBSURFACE EXPLORATION, SLIGHTLY ORGANIC SOIL (A-6b) WAS ENCOUNTERED IN B-015-14. A-6b WERE LESS PREVALENT, BUT PRESENT THROUGHOUT THE SITE. A LAYER OF A-1-a, A-1-b, AND A-3a. COHESIVE SOILS, CLASSIFIED AS ODOT A-4A, A-6a, AND OUTWASH OR GLACIAL TILL. GRANULAR SOILS ARE PREDOMINANT, CLASSIFIED AS ODOT ALL OF THE BORINGS ENCOUNTERED SOILS OF GLACIAL ORIGIN, EITHER GLACIAL H-014-3-14 DID NOT ENCOUNTER UNCONTROLLED FILL. ENCOUNTERED IN B-014-1-14. THE TWO HAND AUGER BORINGS H-014-2-14 AND UNCONTROLLED FILL, DESCRIBED AS BROWN SILT WITH GARBAGE AND PAPER, WAS LIMITS OF POSSIBLE UNCONTROLLED FILL ASSOCIATED WITH THE LANDFILL. IN THE AREA OF THE ABANDONED LANDFILL, BORINGS WERE DRILLED TO DELINEATE THE DRILLED NEAR THE TOE OF SLOPE, IN THE VICINITY OF THE ABANDONED LANDFILL. BEDDED, CARBANACEOUS AND FRACTURED, WAS ENCOUNTERED IN THE BORING B-015-1-14, GRAY SHALE BEDROCK DESCRIBED AS, SLIGHTLY WEATHERED,MODERATELY STRONG, THIN SPY 08/14/14 BIT 09/15-18/14 INK 12/11-15/14 RED 12/18/14 Ru n Cr eek Rocky Mill er ' s RI VER B u c k B L A C K Cr eek 102 102 92 92 395 T - 4 3 T- 34 WE S T PI KE ST. T- 1 6 C - 21 C- 1 9 C- 30 C - 2 7 C- 16 C- 1 2 T - 24 ST. C- 1 0
Transcript of PROJECT DESCRIPTION LEGEND · 2019. 1. 22. · d e s ig n \ c a d d s t a n d a r d s \ s a m p l...
CLASS
ODOT
DESCRIPTION
N
LOCATION MAP
0.42 mm 0.074 mm 0.005 mm2.0 mm3"12"
COBBLES GRAVEL COARSE SAND FINE SAND SILT CLAY
No. 200 SIEVENo. 40 SIEVENo. 10 SIEVE
PARTICLE SIZE DEFINITIONS
BOULDERS
RECON. -
DRILLING -
DRAWN -
REVIEWED -
SS INDICATES A SPLIT-SPOON SAMPLE.
LEGEND
8 14
PAVEMENT OR BASE = X = APPROXIMATE THICKNESS
SOD AND TOPSOIL = X = APPROXIMATE THICKNESS
HORIZONTAL BAR INDICATES A CHANGE IN STRATIGRAPHY.
DRIVE SAMPLE AND/OR ROCK CORE BORING PLOTTED TO VERTICAL SCALE ONLY.
WC INDICATES WATER CONTENT IN PERCENT.
11 5
3 4
7 3
11 12
50 49
EQUAL TO OR GREATER THAN THE LIQUID LIMIT MINUS 3.
INDICATES A PLASTIC MATERIAL WITH A MOISTURE CONTENT
NORMALIZED TO 60% DRILL ROD ENERGY RATIO.
INDICATES STANDARD PENETRATION RESISTANCE
LOCATION
FROM STA. TO STA.SHEET
SECTION
CROSS-
INDEX OF SHEETS
-
SHEET
PLAN VIEW
SHEET
PROFILE
MAX.
CUT
MAX.
FILL EMB.
7 7
-
8 8
10 - -
-
-
5 5
-
6 6
WEST ST.
6+75 10+43.42
RAMP H
50+00 61+30.87
SR 395
0+00 12+50
12+50 25+00
25+00 36+25
8 9
2 2
ST
A-1-a
A-7-5
A-7-6
CLASS
ODOT
HISTORIC BORING DESCRIPTIONS
A-2-4 1 -
8 -
2 -
2 -
VISUAL
HISTORIC BORING LOCATION - PLAN VIEW - TER-102-7.86, 1965
CLAY
GRAVEL AND/OR STONE FRAGMENTS
ELASTIC CLAY
UNCONTROLLED FILL
GRAVEL AND/OR ST. FRAGS. W/SAND & SILT
HORIZONTAL BAR INDICATES A CHANGE IN STRATIGRAPHY.
AUGER BORING PLOTTED TO VERTICAL SCALE ONLY.
INDICATES FREE WATER ELEVATION.W
INDICATES A SHELBY TUBE SAMPLE.
GRAVEL AND/OR STONE FRAGMENTS
COARSE AND FINE SAND
GRAVEL AND/OR ST. FRAGS. WITH SAND AND SILT
SANDY SILT
SILT AND CLAY
SILTY CLAY
SHALE
GREATER THAN 25% OR GREATER THAN 19% WITH A WET APPEARANCE.
INDICATES A NON-PLASTIC MATERIAL WITH A MOISTURE CONTENT
52+00 & 54+00
11 - - 55+00 & 56+00
EXPLORATION LOCATION - PLAN VIEW
13 3 TOTAL
- 3
HA
NP INDICATES A NON-PLASTIC SAMPLE.
INDICATES A HAND AUGER SAMPLE.
TR INDICATES THE TOP OF ROCK.
CLOSE TO THE BLACK RIVER, UNDERLAIN BY OHIO SHALE OF DEVONIAN AGE.
MATERIALS, HOWEVER, SOME ALLUVIAL (WATER-DEPOSITED) SOILS MAY BE ENCOUNTERED
PROJECT AREA ARE COMPOSED PRIMARILY OF GLACIALLY DEPOSITED OUTWASH AND TILL
PLAIN, BOTH FROM THE LATE WISCONSINIAN GLACIATION. THE SOILS UNDERLYING THE
LOAMY TILL PLAIN, ALONG THE WESTERN EDGE OF THE BLACK RIVER INTERLOBATE
THE SITE LIES IN THE GLACIATED PORTION OF OHIO, WITHIN THE SOUTHERN OHIO
9 9
FT
FT
FT
FT
FT
FT FT
FT
FT
FT
FT
FT
5
5
6
7
16
6
<1
5
12
19
9
11
UNCONTROLLED FILL (UCF)
14
19
A-1-a
A-1-b
A-3a
A-2-4
A-4a
A-6a
A-6b
TOTAL
VISUAL
VISUAL
VISUAL
VISUAL
SCALE IN MILES
0 1 2 3 4
MECH./VISUAL
CLASSIFIED
N60
SUBSURFACE EXPLORATION
EXPLORATION FINDINGS
PROJECT DESCRIPTION
MECH./VISUAL
CLASSIFIED
GEOLOGY
HISTORIC RECORDS
RECONNAISSANCE
395 AND OF A PORTION OF WEST STREET (TR 130).
ALSO INCLUDED IN THIS PROJECT IS THE REALIGNMENT OF RAMP H FROM US 102 TO SR
THIS PROJECT, TER-395-0.00, IS THE WIDENING OF SR 395 FROM US 92 TO CR 10.
PROFILE.
CONSTRUCTION PLANS, TER-102-7.86, DATED 1965, ARE PRESENTED ON THIS SOIL
FOUR HISTORIC HAND AUGER BORINGS ALONG EXISTING RAMP H FROM THE ORIGINAL
STA. 0+00
BEGIN PROJECT
STA. 36+25
END PROJECT
NOTED, TYPICALLY IN GRANULAR SOILS.
TRANSIENT GROUNDWATER WAS ENCOUNTERED SPORADICALLY IN THE BORINGS, AS
FT FT
AVAILABLE INFORMATION
SPECIFICATIONS
GRAVEL AND/OR STONE FRAGMENTS WITH SAND
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999IC
001.d
gn
Sheet 1/18/2019 12:3
6:4
4
PM blo
gston
1 11
DESIG
N
AG
EN
CY
PID
NO.
9
99
99
1980
W. B
RO
AD S
T. C
OL
UM
BU
S,
OH 43223
OFFIC
E
OF
GE
OT
EC
HNIC
AL E
NGIN
EE
RIN
G
OHIO
DEP
AR
TM
EN
T
OF T
RA
NSP
OR
TA
TIO
N
SOIL
PR
OFIL
ET
ER-3
95-0.0
0
BROAD STREET.
DIRECTOR'S OFFICE OR THE OFFICE OF GEOTECHNICAL ENGINEERING AT 1980 WEST
PROJECT. COPIES OF THIS DATA, IF ANY, MAY BE INSPECTED IN THE DISTRICT DEPUTY
EXPLORATIONS MAY HAVE BEEN MADE TO STUDY SOME SPECIAL ASPECT OF THE
ON THE GEOTECHNICAL EXPLORATION SHEETS HAS BEEN SO REPORTED. ADDITIONAL
ALL AVAILABLE SOIL AND BEDROCK INFORMATION THAT CAN BE CONVENIENTLY SHOWN
SPECIFICATIONS FOR GEOTECHNICAL EXPLORATIONS, DATED JULY 2014.
OF OHIO, DEPARTMENT OF TRANSPORTATION, OFFICE OF GEOTECHNICAL ENGINEERING,
THIS GEOTECHNICAL EXPLORATION WAS PERFORMED IN ACCORDANCE WITH THE STATE
THE EAST OF THE PROJECT.
LANDFILL WERE OBSERVED. THE BLACK RIVER RUNS FROM NORTH TO SOUTH JUST TO
THIS PROPERTY. NO EVIDENCE OF SURFACE FEATURES ASSOCIATED WITH ABANDONED
LANDFILL. THE REALIGNED RAMP H IS PROPOSED TO CUT ACROSS THE SOUTH EDGE OF
RAILROAD AND THE US 92 AND US 102 INTERCHANGE, IS THE SITE OF AN ABANDONED
STA. 11+50 TO 12+50. ONE PROPERTY ON THE EAST SIDE OF SR 395, BETWEEN THE
GOOD , BUT A BAD PAVEMENT AREA WITH PATCHES WAS OBSERVED ON SR 395 FROM
PROJECT IS GENERALLY COMMERCIAL AND RESIDENTIAL. THE PAVEMENT IS GENERALLY
STEVE YOUNG VISITED THE SITE ON AUGUST 14, 2014. THE LAND USAGE AROUND THE
CORE BARREL, WATER METHOD.
THE BORINGS WERE ADVANCED AND THE ROCK WAS SAMPLED USING A TYPE NQ SERIES
SAMPLES WERE OBTAINED WITH THE HAND AUGER. WHERE BEDROCK WAS ENCOUNTERED,
OR IN THE SUMMARY OF SOIL TEST DATA, IN ACCORDANCE WITH AASHTO T207. AUGER
RATIO OF 81.9%. UNDISTURBED SOIL SAMPLES WERE OBTAINED AS SHOWN ON THE LOGS
THE BORINGS. HAMMER CALIBRATED ON AUGUST 8, 2013 AND HAS A DRILL ROD ENERGY
T206) AT 1.5 TO 5.0 FOOT INTERVALS FOR THE FULL DEPTH OF THE SOIL PORTION OF
WERE OBTAINED IN ACCORDANCE WITH THE STANDARD PENETRATION TEST (AASHTO
H-014-3-14 TO DELINEATE LIMITS OF UNCONTROLLED FILL. DISTURBED SOIL SAMPLES
AUGER (HAND AUGER) WAS USED TO ADVANCE TWO OF THE BORINGS, H-014-2-14 AND
THE HOLES THROUGH SOIL. A MECHANICALLY POWERED, CONTINUOUS HELICAL SCREW
MOUNTED ROTARY DRILL RIG, USING 3‚-INCH I.D. HOLLOW STEM AUGERS TO ADVANCE
BETWEEN SEPTEMBER 15 AND 18, 2014. MOST BORINGS WERE DRILLED WITH A TRUCK
(21) TEST BORINGS WERE COMPLETED AS PART OF THIS SUBSURFACE EXPLORATION,
SLIGHTLY ORGANIC SOIL (A-6b) WAS ENCOUNTERED IN B-015-14.
A-6b WERE LESS PREVALENT, BUT PRESENT THROUGHOUT THE SITE. A LAYER OF
A-1-a, A-1-b, AND A-3a. COHESIVE SOILS, CLASSIFIED AS ODOT A-4A, A-6a, AND
OUTWASH OR GLACIAL TILL. GRANULAR SOILS ARE PREDOMINANT, CLASSIFIED AS ODOT
ALL OF THE BORINGS ENCOUNTERED SOILS OF GLACIAL ORIGIN, EITHER GLACIAL
H-014-3-14 DID NOT ENCOUNTER UNCONTROLLED FILL.
ENCOUNTERED IN B-014-1-14. THE TWO HAND AUGER BORINGS H-014-2-14 AND
UNCONTROLLED FILL, DESCRIBED AS BROWN SILT WITH GARBAGE AND PAPER, WAS
LIMITS OF POSSIBLE UNCONTROLLED FILL ASSOCIATED WITH THE LANDFILL.
IN THE AREA OF THE ABANDONED LANDFILL, BORINGS WERE DRILLED TO DELINEATE THE
DRILLED NEAR THE TOE OF SLOPE, IN THE VICINITY OF THE ABANDONED LANDFILL.
BEDDED, CARBANACEOUS AND FRACTURED, WAS ENCOUNTERED IN THE BORING B-015-1-14,
GRAY SHALE BEDROCK DESCRIBED AS, SLIGHTLY WEATHERED,MODERATELY STRONG, THIN
SPY 08/14/14
BIT 09/15-18/14
INK 12/11-15/14
RED 12/18/14
Run
Creek
Rocky
Miller's
RIV
ER
Buck
BLACK
Creek
102
102
92
92
395
T-43
T-34
WEST
PIK
E ST.
T-16
C-21
C-19
C-30
C-27
C-16
C-12
T-24
ST.
C-10
ST
ATIO
N
&
OFFS
ET
FR
OM T
OC
SFS
SIL
TC
LA
YL
LPI
WC
PL
%
RE
C
%%
%%
%%
01.
00-02.50
89
44
22
1512
7N
PN
PN
P9
A-1-
b
ST
A. 0
+00, |
02.50-04.00
94
42
23
1811
6N
PN
PN
P6
A-1-
b
04.00-05.50
89
6A-1-
b
05.50-07.00
83
5A-1-
b
01.
00-02.50
78
32
1919
1713
1712
512
A-2-4
02.50-04.00
89
31
1616
22
1520
119
9A-4a
04.00-05.50
94
1811
1631
24
29
1415
10A-6a
05.50-07.00
83
14A-6a
01.
00-02.50
100
46
1618
137
NP
NP
NP
4A-1-
b
02.50-04.00
94
9A-1-
b
04.00-05.50
89
1411
23
24
28
30
1416
14A-6b
05.50-07.00
94
21
A-6b
01.
00-02.50
94
20
1216
29
23
31
1912
17A-6a
ST
A. 12
+00, |
02.50-04.00
94
1010
21
34
25
26
1610
14A-4a
04.00-05.50
78
15A-4a
05.50-07.00
83
35
A-4a
01.
00-02.50
94
55
1514
106
NP
NP
NP
13A-1-
b
ST
A. 16
+00, |
02.50-04.00
94
22
1119
28
20
25
169
13A-4a
04.00-05.50
89
17A-4a
05.50-07.00
94
15A-4a
08.50
10.00
83
39
26
1910
6N
PN
PN
P12
A-1-
b
01.
00-02.50
94
39
1918
1410
28
1810
13A-2-4
ST
A. 20
+00, |
02.50-04.00
83
21
1318
26
22
31
1714
23
A-6a
04.00-05.50
94
A-6a
05.50-07.00
100
20
A-6a
01.
00-02.50
83
40
20
1716
7N
PN
PN
P5
A-1-
b
ST
A. 24+00, |
02.50-04.00
94
16A-1-
b
04.00-05.50
100
55
1814
85
NP
NP
NP
6A-1-
a
05.50-07.00
100
6A-1-
a
01.
00-02.50
78
44
23
1413
6N
PN
PN
P5
A-1-
b
02.50-04.00
94
41
1215
21
1120
155
12A-2-4
04.00-05.50
94
187
1627
32
35
1718
24
A-6b
05.50-07.00
89
17A-6b
01.
00-02.50
94
47
1715
147
NP
NP
NP
6A-1-
b
02.50-04.00
89
18
04.00-05.50
100
124
1837
29
28
1612
20
A-6a
05.50-07.00
100
22
A-6a
01.
00-02.50
83
35
24
1816
7N
PN
PN
P6
A-1-
b
02.50-04.00
78
109
21
27
33
30
1614
21
04.00-05.50
78
16
05.50-07.00
100
24
(0)
(0)
(0)
(0)
(6)
(0)
(6)
(4)
(5)
(0)
(3)
(0)
(0)
(4)
(0)
(0)
(0)
(0)
(8)
(0)
(7)
(0)
(7)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
ST
ATIO
N
&
OFFS
ET
FR
OM T
OC
SFS
SIL
TC
LA
YL
LPI
WC
PL
%
RE
C
%%
%%
%%
EX
PL
OR
ATIO
N
NO.,
01.
00-02.50
100
1213
20
29
26
23
1310
9A-4a
02.50-04.00
89
20
1217
27
24
26
1412
14A-6a
04.00-05.50
94
05.50-07.00
100
19A-6a
01.
00-02.50
83
1210
56
193
NP
NP
NP
12A-3a
ST
A. 9+50, |
02.50-04.00
78
7A-3a
05.00-06.50
100
02
72
22
4N
PN
PN
P
11A-3a
07.50-09.00
83
19A-3a
10.00-11.50
100
5A-3a
12.50-14.00
94
1341
36
55
NP
NP
NP
6A-1-
b
15.00-16.50
94
5A-1-
b
01.
00-02.50
89
32
1921
1612
NP
NP
NP
7A-2-4
02.50-04.00
89
13A-2-4
04.00-05.50
89
1213
21
32
22
23
149
10A-4a
05.50-07.00
100
9A-4a
01.
00-02.50
100
42
1513
1812
20
137
9A-2-4
02.50-04.00
78
1312
20
31
24
22
139
9A-4a
04.00-05.50
94
14A-4a
05.50-07.00
78
14A-4a
02.00-03.50
100
UC
F
04.00-06.00
94
31
1615
22
1632
22
1021
A-4a
07.50-09.00
83
56
UC
F
10.00-11.50
89
43
813
20
1633
22
1121
A-6a
12.50-14.00
89
54
23
136
4N
PN
PN
P12
A-1-
a
15.00-16.50
83
14A-1-
a
(4)
(4)
(0)
(0)
(0)
(4)
(0)
(4)
(1)
(0)
(0)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
(VIS
UA
L)
ST
ATIO
N
&
OFFS
ET
FR
OM T
OC
SFS
SIL
TC
LA
YL
LPI
WC
PL
%
RE
C
%%
%%
%%
EX
PL
OR
ATIO
N
NO.,
20
16A-6a
-
WES
T S
T.
RA
MP
H
SR 395
SS-1
SS-2
SS-3
SS-4
SS-1
SA
ME
AS SS-2
SA
ME
AS SS-2
(VIS
UA
L)
(VIS
UA
L)
SA
ME
AS SS-4
SA
ME
AS SS-1
SA
ME
AS SS-3
SA
ME
AS SS-2
SA
ME
AS SS-2
(VIS
UA
L)
SA
ME
AS SS-2
SA
ME
AS SS-2
(VIS
UA
L)
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-3
SA
ME
AS SS-3
(VIS
UA
L)
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-2
(VIS
UA
L)
(VIS
UA
L)
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-2
(VIS
UA
L)
(VIS
UA
L)
SA
ME
AS SS-6
SA
ME
AS SS-1
SA
ME
AS SS-3
(VIS
UA
L)
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-5
SA
ME
AS SS-1
BR
OW
N SIL
T,
WIT
H
GA
RB
AG
E
AN
D P
AP
ER
00.00
05.00
-27
1518
24
1627
189
18
05.00-07.90
-
07.90-12.00
-18
A-1-
a61
1212
78
NP
NP
NP
(1)
(0)
A-4a
00.00
05.00
-18
A-1-
a
05.00-10.00
-66
176
54
NP
NP
NP
15A-1-
a
10.00-16.00
-16
A-1-
a
(0)
SA
ME
AS
HA-2
SA
ME
AS
HA-1
16A-4a
(VIS
UA
L)
SA
ME
AS
HA-2
(VIS
UA
L)
(VIS
UA
L)
--
(0)
A-6a
(VIS
UA
L)
SA
ME
AS SS-2
A-6a
A-6a
A-6a
(VIS
UA
L)
- - - - - -
EX
PL
OR
ATIO
N
NO.,
33
15 12 23
23
46
25
45
68
63 7 14 19 5 5 11 11 10 7 4 11 5 8 10 15 41
11 11 31
86
27 11 25
30 8 12 26
60
10 16 11 18 50
31
20
15 40
29
31
44
55
46
45
42
31
29
31
14 14 31
31
N60
pp
m
SO
4
SO
4N
60
pp
m
SO
4N
60
pp
m
ST
A 4+00, 7'
RT.
ST
A. 8+00, 3'
LT.
ST
A. 28+00, 1' L
T.
ST
A. 32+00, 1' L
T.
ST
A. 36+00, 4'
LT.
ST
A. 7+00, 2'
RT.
ST
A. 52+00, 16'
RT.
ST
A. 54+00, 10'
RT.
ST
A. 54+00, 75'
LT.
ST
A. 55+00, 60'
LT.
ST
A. 55+00, 12
0'
LT.
GR
GR
GR
LA
TIT
UD
E = 39.925486
LO
NGIT
UD
E = -83.285745
LA
TIT
UD
E = 39.926592
LO
NGIT
UD
E = -83.857471
LA
TIT
UD
E = 39.927689
LO
NGIT
UD
E = -83.857510
LA
TIT
UD
E = 39.928767
LO
NGIT
UD
E = -83.857770
LA
TIT
UD
E = 39.929854
LO
NGIT
UD
E = -83.857886
LA
TIT
UD
E = 39.930904
LO
NGIT
UD
E = -83.857483
LA
TIT
UD
E = 39.9319
36
LO
NGIT
UD
E = -83.856996
LA
TIT
UD
E = 39.933020
LO
NGIT
UD
E = -83.856891
LA
TIT
UD
E = 39.934096
LO
NGIT
UD
E = -83.85717
2
LA
TIT
UD
E = 39.93517
3
LO
NGIT
UD
E = -83.857458
LA
TIT
UD
E = 39.926629
LO
NGIT
UD
E = -83.858576
LA
TIT
UD
E = 39.926937
LO
NGIT
UD
E = -83.857794
LA
TIT
UD
E = 39.927220
LO
NGIT
UD
E = -83.856060
LA
TIT
UD
E = 39.927429
LO
NGIT
UD
E = -83.85619
4
LA
TIT
UD
E = 39.927520
LO
NGIT
UD
E = -83.855910
LA
TIT
UD
E = 39.927058
LO
NGIT
UD
E = -83.856751
LA
TIT
UD
E = 39.927648
LO
NGIT
UD
E = -83.856044
- - - - -
4.50
4.00
4.50
- -
1.00
2.00
2.50
1.50
1.50
2.00
-
1.50
1.00
1.00
- -
1.50
1.50
2.00
- - - - - -
2.00
3.00
-
1.00
1.50
2.50
-
1.50
2.00
1.50
B-001-
0-14
B-002-0-14
B-003-0-14
B-004-0-14
B-005-0-14
B-006-0-14
B-007-0-14
B-008-0-14
B-009-0-14
B-010-0-14
B-011-0-14
B-012-0-14
B-013-0-14
B-014-0-14
B-014-1-
14
210
388
3200
630
141
223
165
194
115
H-014-2-14
H-014-3-14
HP
HP
2.50
4.50
4.00
3.00
- - - - - - - HP - -
4.00
4.00
-
2.00
2.00
3.50
- -
2.00
4.00
- -
tsf
tsf
tsf
SU
MM
AR
Y
OF S
OIL T
ES
T
DA
TA
1140
345
212
ID
SA
MP
LE
ID
SA
MP
LE
ID
SA
MP
LE
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999ID
001.d
gn
Sheet 1/18/2019 12:3
6:4
4
PM blo
gston
2 11
CH
EC
KE
D
RE
D
IN
K
DR
AW
N
SU
MM
AR
Y
OF
SOIL
TE
ST
DA
TA
TE
R-3
95-0.0
0S
OIL
PR
OFIL
E
8 - 16 33
33
SU
MM
AR
Y
OF S
OIL T
ES
T
DA
TA
SU
MM
AR
Y
OF S
OIL T
ES
T
DA
TA
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-5
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
SS-7
ST-2
SS-3
SS-4
SS-5
SS-6
HA-1
HA-2
HA-3
HA-1
HA-2
HA-3
OD
OT
CL
ASS (GI)
CL
ASS (GI)
OD
OT
OD
OT
CL
ASS (GI)
-4
20
35
24
NP
NP
- -10.00
1111
89
--
10.00-15.00
(VIS
UA
L)
ST
ATIO
N
&
OFFS
ET
FR
OM T
OC
SFS
SIL
TC
LA
YL
LPI
WC
CL
ASS
%%
%%
%%
EX
PL
OR
ATIO
N
NO.,
H-001-
65
15.00-20.00
20.00-24.00
BR
OW
N, S
AN
DY SIL
T
WIT
H S
TO
NE F
RA
GM
EN
TS
AN
D B
RIC
KB
AT
S
(16
23)
(61
91)
(VIS
UA
L)
DA
RK-
BR
OW
N SIL
T
WIT
H P
AP
ER
AN
D
GA
RB
AG
E
112
242
43
41
1438
A-7-6
SH
TL.
70
55
1137
10A-2-4
56
24
78
5N
PN
P14
A-1-
a
60
23
8N
PN
P15
A-1-
a
-4
20
8-
-(VIS
UA
L)
H-002-65
(86
77)
- -14.00
14.00-19.00
6.00
0.80
6.00
2.50
0.00
2.50
6.00
6.00
9.00
9.00
93
439
45
43
1825
A-7-6
72
106
75
NP
NP
25
A-1-
a
78
134
NP
NP
10A-1-
a- 5 -
- 9 -
- - -15.00
0.00
3.00
3.00
02
20
46
32
79
36
66
A-7-5
81
84
34
NP
NP
10A-1-
a
69
165
NP
NP
13A-1-
a
H-003-65
9.00
9.00
64
- - -15.00
0.00
4.00
4.00
010
1736
37
95
44
90
A-7-5
80
104
24
NP
NP
13A-1-
a
80
94
NP
NP
13A-1-
a
H-004-65
34
10.00
10.00
RA
MP
H
HIS
TO
RIC B
ORIN
GS
BR
OW
N SIL
T
WIT
H
GR
AV
EL,
GA
RB
AG
E
AN
D P
AP
ER
01.
00
02.50
89
15A-1-
a
ST
A. 56+00, 10
0'
LT.
02.50-04.00
78
15A-1-
a
05.00-06.50
83
60
22
115
2N
PN
PN
P
15A-1-
a
07.50-09.00
83
24
A-1-
a
10.00-11.50
83
12
12.50-14.00
89
15
15.00-16.50
83
22
17.50-19.00
94
14
01.
00
02.50
94
32
1416
20
1827
1413
13A-6a
02.50-04.00
94
31
1915
22
1320
146
10A-2-4
04.00-05.50
83
13A-2-4
05.50-07.00
100
17A-2-4
01.
00
02.50
83
54
1513
135
NP
NP
NP
5A-1-
b
ST
A. 60
+00, \
02.50-04.00
83
27
1516
28
1422
166
12A-4a
04.00-05.50
89
10A-4a
05.50-07.00
89
43
1813
1610
1914
58
A-2-4
(VIS
UA
L)
(0)
(1)
(0)
(VIS
UA
L)
(VIS
UA
L)
(0)
(1)
(VIS
UA
L)
(0)
20.00-20.30
1610
0S
HA
LE,
GR
AY,
WE
AT
HE
RE
D,
WE
AK, F
RA
CT
UR
ED
VIS
UA
L
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-2
SA
ME
AS SS-4
SA
ME
AS SS-4
SA
ME
AS SS-4
SA
ME
AS SS-4
SA
ME
AS SS-4
A-1-
a(VIS
UA
L)
A-1-
a(VIS
UA
L)
A-1-
a(VIS
UA
L)
A-1-
a(VIS
UA
L)
SA
ME
AS SS-4
SA
ME
AS SS-4
(VIS
UA
L)
(VIS
UA
L)
- - -
01.
00
02.50
83
78
124
51
NP
NP
NP
3A-1-
a
02.50-04.00
89
80
123
41
NP
NP
NP
5A-1-
a
04.00-05.50
94
5A-1-
a
05.50-07.00
78
1729
23
20
11N
PN
PN
P8
A-3a
07.50-09.00
83
8A-3a
10.00-12.00
89
12.50-14.00
83
A-4a
15.00-16.50
78
13A-4a
17.50-19.00
100
23
1321
26
1720
146
10A-4a
20.00-21.
50
89
10A-4a
22.50-24.00
83
70
99
93
NP
NP
NP
4A-1-
a
25.00-26.50
83
2A-1-
a
28.50-30.00
89
4A-1-
a
(0)
(0)
(0)
(VIS
UA
L)
(VIS
UA
L)
(2)
(VIS
UA
L)
(0)
(VIS
UA
L)
SA
ME
AS SS-12
SA
ME
AS SS-12
SA
ME
AS SS-2
SA
ME
AS SS-4
(VIS
UA
L)
SA
ME
AS SS-9
SA
ME
AS SS-9
SA
ME
AS SS-9
(VIS
UA
L)
-
(VIS
UA
L)
(6)
52
29
44
20
22
148
18A-4a
18
20
14 18 26
20
27
26
34
33
53
60
38
41
37
30
38
31
46
53
38
50/4"
15 27
19 22
31
12 20
40
ST
ATIO
N
&
OFFS
ET
FR
OM T
OC
SFS
SIL
TC
LA
YL
LPI
WC
PL
%
RE
C
%%
%%
%%
EX
PL
OR
ATIO
N
NO.,
N60
pp
m
SO
4
ST
A. 56+00, 30'
LT.
ST
A. 58+00, 4'
LT.
(\ E
X. R
AM
P
H, S
TA. 1+
50, 35'
LT.)
(\ E
X. R
AM
P
H, S
TA. 3+50, 30'
LT.)
(\ E
X. R
AM
P
H, S
TA. 5+40, 6'
RT.)
(\ E
X. R
AM
P
H, S
TA. 6+70, 26'
LT.)
GR
LA
TIT
UD
E = 39.927758
LO
NGIT
UD
E = -83.855803
LA
TIT
UD
E = 39.928074
LO
NGIT
UD
E = -83.855208
LA
TIT
UD
E = 39.928590
LO
NGIT
UD
E = -83.854967
- -
2.00
1.50
2.50
- - - - - - - - - - - -
178
426
B-015-1-
14
B-016-0-14
B-017-0-14
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999ID
002.d
gn
Sheet 1/18/2019 12:3
6:4
5
PM blo
gston
3 11
CH
EC
KE
D
RE
D
IN
K
DR
AW
N
SOIL
PR
OFIL
E
SU
MM
AR
Y
OF
SOIL
TE
ST
DA
TA
TE
R-3
95-0.0
0
LA
TIT
UD
E = 39.927638
LO
NGIT
UD
E = -83.855608
B-015-0-14
- - - - -
1.50
3.00
3.50
4.00
4.00
- - -
-
GR
HP
tsf
SU
MM
AR
Y
OF S
OIL T
ES
T
DA
TA
ID
SA
MP
LE
RA
MP
H (C
ON
T.)
SU
MM
AR
Y
OF S
OIL T
ES
T
DA
TA
923
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
SS-7
SS-8
SS-1
SS-2
SS-3
SS-4
SS-1
SS-2
SS-3
SS-4
SS-9
SS-1
SS-2
SS-3
SS-4
SS-5
ST-6
SS-7
SS-8
SS-9
SS-10
SS-11
SS-12
SS-13
OD
OT
CL
ASS (GI)
\ C
ON
ST. R
AM
P
H, S
TA. 51+
40, 27'
LT.
\ C
ON
ST. R
AM
P
H, S
TA. 53+45, 24'
LT.
\ C
ON
ST. R
AM
P
H, S
TA. 55+17, 48'
RT.
\ C
ON
ST. R
AM
P
H, S
TA. 56+31, 6'
RT.
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999ID
003.d
gn
Sheet 1/18/2019 12:3
6:4
6
PM blo
gston
4 11
CH
EC
KE
D
RE
D
IN
K
DR
AW
N
SOIL
PR
OFIL
E
LA
BO
RA
TO
RY
TE
ST
DA
TA
TE
R-3
95-0.0
0
2+00 3+00 4+00 5+00 6+00 7+00
890
900
910
920
930
940
950
890
900
910
920
930
940
950
N
1+000+00 8+00 9+00 10+00 11+00 12+00
MA
TC
H LIN
E S
TA. 12
+50
939.50
939.58
939.66
939.71
939.66
939.61
939.52
939.33
939.06
938.69
938.24
937.70
937.07
936.35
935.59
934.78
933.88
932.89
931.
82
930.66
929.41
928.07
926.65
925.17
923.68
922.19
920.70
919.21
917.72
916.24
914.84
913.52
912.27
911.11
910.02
909.01
908.08
907.23
906.46
905.76
905.15
904.61
904.15
903.77
903.47
903.25
903.10
903.03
903.04
903.13
78
910
8
50
0
5 10
610
10
5
0
89
11
12
7
9
10
4
321
67
939.32
939.97
939.75
939.30
937.98
936.14
933.90
931.
59
929.25
926.83
924.51
922.20
919.94
917.67
915.35
913.14
911.03
909.13
907.65
906.27
905.10
904.10
903.50
903.04
903.14
903.39
W
895
900
900
900
900
905
905
905
905
905
905
905
905
910
910
910
910
910
910
910
910
910
910915
915
915
915
915
915
915
920
920
920
920
920
920
920
920
920
920
920
920
925
925
925
925
925
925
925
925
925
930
930
930
930
930
930
930
930
930
930
930
935
935
935
935
935
935
935
935
935
935
935
940
940
940
940
940
940
940
945
945
945
945
945
950
950
950
H-001-65
WC
WC
WC
WC
566933
151223
N60
1410912
45254623
N60
211494
147
6368
N60
35151417
1155
19
N60
CONCRETE = 0.8'
|
B-001-0-14
ASPHALT = 0.7'
|
B-004-0-14
BASE = 0.5'
ASPHALT = 0.5'
7' RT.
B-002-0-14
ASPHALT = 0.7'
3' LT.
B-003-0-14
B-001-0-14
B-002-0-14
B-013-0-14
B-012-0-14
B-011-0-14
B-003-0-14
B-004-0-14
\ EX. RAMP G \ CONST. RAMP H
SR 395
| CONST.
(TR 130)
WEST ST.
| CONST.
(TR 130)
WEST ST.
| EX.
US 92
| EX.
\ EX. RAMP H
STA. 0+00 | CONST. SR 395
STA. 611+02.67 | EX. US 92 =
STA. 10+07.65 | EX. WEST ST.
STA. 4+44.53 | CONST. SR 395 =
STA. 50+00.00 \ CONST. RAMP H
STA. 5+53.00 | CONST. SR 395 =STA. 10+43.42 | CONST. WEST ST. (TR 130)
STA. 5+40.78 | CONST. SR 395 =
STA. 0+07.30 \ EX. RAMP H
STA. 5+42.91 | CONST. SR 395 =
FOR SOIL PROFILE CROSS SECTIONS FOR RAMP H SEE SHEET NOS. 10 & 11.
FOR SOIL PROFILE FOR RAMP H SEE SHEET NO. 9.
FOR SOIL PROFILE FOR WEST ST. (TR 130) SEE SHEET NO. 8.
STA. 0+00
BEGIN PROJECT
ST
A. 6+75
BE
GIN
WO
RK
COMMERCIAL
PAVEMENT
DETERIORATED
COMMERCIAL
APPROXIMATE LIMITS
ABANDONED LANDFILL
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999IP
001.d
gn
Sheet 1/18/2019 12:3
7:0
5
PM blo
gston
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
050
5 11
CH
EC
KE
D
RE
D
IN
K
DR
AW
N
SOIL
PR
OFIL
E
ST
A.
0+0
0
TO
ST
A.
12
+5
0
SR
39
5T
ER-3
95-0.0
0
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
870
880
890
900
910
920
930
870
880
890
900
910
920
930
Align: CLPC327
Angle: 77.2072
Sheet: 2
N
12+00
MA
TC
H LIN
E ST
A. 12
+50
MA
TC
H LIN
E S
TA. 25+00
903.29
903.53
903.79
904.05
904.32
904.65
905.04
905.48
905.99
906.55
907.17
907.79
908.40
909.02
909.64
910.26
910.82
911.29
911.67
911.96
912.16
912.28
912.31
912.25
912.10
911.86
911.54
911.13
910.64
910.17
909.77
909.41
909.11
908.87
908.68
908.54
908.46
908.43
908.45
908.53
908.66
908.85
909.09
909.39
909.74
910.13
910.53
910.93
911.32
911.70
903.39
903.63
904.06
904.90
905.86
906.74
907.72
908.84
910.13
911.27
911.67
911.50
910.85
910.00
909.22
908.76
908.43
908.11
907.86
907.89
908.20
908.38
908.79
909.37
910.16
BRUSH & SCATTERED TREES
BRUSH & SCATTERED TREES
COMMERCIAL (VACANT)
COMMERCIAL
15
20
13
14
16 1718
19
21
22
23
24
W
895
895
895
895
895
895
895
895
895
895
895
900
900
900
900900
900
905
905
905 905905
905
905
905
905
905
905
910
910
910
910
910
910
910 910
910
9109
10
910
910
910910
910
910
910
910
915
915915
915
915
920
920
920
920
925
925
930
WC
WC WC
B-005-0-14
B-006-0-14
B-007-0-14
| CONST. SR 395
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999IP
002.d
gn
Sheet 1/18/2019 12:3
7:0
6
PM blo
gston
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
050
6 11
CH
EC
KE
D
RE
D
IN
K
DR
AW
N
SOIL
PR
OFIL
E
ST
A.
12
+5
0
TO
ST
A.
25
+0
0
SR
39
5T
ER-3
95-0.0
0
ASPHALT = 0.8'
|
B-005-0-14
ASPHALT = 0.6'
|
B-006-0-14
ASPHALT = 0.8'
|
B-007-0-14
12
15171313
11
47
1011
N60
20202313
151085
N60
66165
31111141
N60
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
880
890
900
910
920
930
940
880
890
900
910
920
930
940
N
MA
TC
H LIN
E S
TA. 25+00
CR 10
PIK
E S
T.
912.03
912.33
912.59
912.81
913.00
913.14
913.25
913.32
913.35
913.34
913.29
913.21
913.11
913.02
912.93
912.83
912.74
912.65
912.56
912.46
912.37
912.28
912.19
912.11
912.06
912.04
912.05
912.06
91 2.08
91 2.10
912.1 1
912.13
912.15
912.16
912.18
912.20
912.21
912.23
912.25
912.26
912.28
912.30
912.31
912.33
912.35
912.36
911.15
911.90
912.11
912.23
912.14
912.23
912.23
911.96
911.59
91 1.24
911.42
911.75
911.99
912.01
911.92
911.92
912.03
912.17
912.38
912.58
912.58
912.39
912.45
912.74
912.62
912.26
WEEDS
CO
MM
ER
CIA
L
COMMERCIAL
BRUSH & SCATTERED TREES
30
35
26
27 2829
3132
3334
3637
38
895
900
900
900
900
905
905
905
910 910910
910
910
910
915915 915
915
915
915
920
920
920
920920
925
925
925
925
925
925
925
925
925
930
930
930
930 9
30
935
WC WC WC
B-008-0-14
B-009-0-14
B-010-0-14
ASPHALT = 0.7'
1' LT.
B-008-0-14
ASPHALT = 0.7'
1' LT.
B-009-0-14
ASPHALT = 0.8'
4' LT.
B-010-0-14
25
N60
2220186
26128
30
N60
2416216
11161060
N60
1724125
112786
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999IP
003.d
gn
Sheet 1/18/2019 12:3
7:0
7
PM blo
gston
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
050
7 11
CH
EC
KE
D
RE
D
IN
K
DR
AW
N
SOIL
PR
OFIL
E
ST
A.
25
+0
0
TO
ST
A.
36
+2
5
SR
39
5T
ER-3
95-0.0
0
| CONST. SR 395
STA. 36+25
END PROJECT
5+00 6+00 7+00 8+00 9+00 10+00
900
910
920
930
940
950
960
900
910
920
930
940
950
960
Align: CLPCOLU
Angle: 10.9874
Sheet: 1
N
890 890
952.89
948.43
943.77
939.17
935.22
932.35
930.39
927.23
919.28
915.78
914.14
922.09
932.39
931.
27
930.28
929.41
928.67
928.06
927.57
927.21
926.98
926.87
926.89
926.97
927.05
927.13
933.64
927.19
COMMERCIAL
WEEDS
3
4
5
6
7
8
9
10
8
50
55
5
5
10
0 5
415
8
5
6
7
910
4
3
6
7
W
900
9059
05
905
905 905
905
910
910 910
910
910
915
915
915
915915
915
915
915
920
920
920
920
920
920
920920
920
920920
920
920
925
925
925
925
925
925
925
925
925
925
925
925
930
930
930
930
930
930
930
930
930
930
930
930
930
930
935
935
935
935
935
935
935
935
935
935
935
935
935
935
935
940
940
940
940
940
940
940
940
940
940
940
940940
945
945
945
945
945
945
945
945
945945945
945
945
945
945
950
950
950
955
WC
WC
H-001-65H-002-65
H-003-65
H-004-65
B-011-0-14
B-012-0-14
B-002-0-14
B-003-0-14
B-013-0-14 B-014-0-14
B-014-1-14
H-014-2-14
H-014-3-14
B-015-1-14
B-015-0-14
B-016-0-14
ASPHALT = 0.6'
2' RT.
B-011-0-14
\ CONST. RAMP H
\ EX. RAMP G
| CONST. SR 395
| EX. WEST ST.
| CONST. WEST ST.
| EX. US 102
APPROXIMATE LIMITS
ABANDONED LANDFILL
\ EX. RAMP H
STA. 0+07.30 \ EX. RAMP H
STA. 5+42.91 | CONST. SR 395 =
STA. 50+00.00 \ CONST. RAMP H
STA. 5+53.00 | CONST. SR 395 =
STA. 10+43.42 | CONST. WEST ST. (TR 130)
STA. 5+40.78 | CONST. SR 395 =
STA. 10+07.65 | EX. WEST ST.
STA. 4+44.53 | CONST. SR 395 =
FOR SOIL PROFILE CROSS SECTIONS FOR RAMP H SEE SHEET NOS. 10 & 11.
FOR SOIL PROFILE FOR RAMP H SEE SHEET NO. 9.
FOR SOIL PROFILE FOR SR 395 SEE SHEET NOS. 5-7. APPROXIMATE LIMITS
ABANDONED LANDFILL
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999IP
004.d
gn
Sheet 1/18/2019 12:3
7:0
8
PM blo
gston
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
050
8 11
CH
EC
KE
D
RE
D
IN
K
DR
AW
N
SOIL
PR
OFIL
E
WE
ST
ST. (T
R
13
0)
TE
R-3
95-0.0
0
TOPSOIL = 0.4'
|
B-012-0-14
1918149
20315018
N60
5
6
5
19
11
712
46
55
44
31
29
4015
N60
BEGIN WORK
STA. 6+75
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00
890
900
910
920
930
940
950
890
900
910
920
930
940
950
Align: BLPR068H
Angle: 43.9560
Sheet: 2
N
949.04
880 880
926.48
926.40
926.33
926.40
926.63
927.03
927.60
928.33
929.24
930.31
931.
51
932.72
933.93
935.14
936.35
937.56
938.77
939.96
941.
07
942.11
943.07
943.96
944.78
945.52
946.18
946.78
947.30
947.74
948.11
948.42
948.71
949.07
949.20
949.36
949.50
949.64
949.77
949.84
949.96
950.06
950.01
949.99
949.80
949.53
949.19
922.14
922.89
924.10
926.15
928.59
930.92
933.21
935.31
933.51
931.
36
929.66
931.
04
934.91
942.67
947.09
948.42
949.05
949.34
949.58
949.81
949.81
949.51
948.52
WEEDS
9
10
50
55
60
5
5
0
5
10
420
9
10
4
6
7
870 870
W
W
W W
900
900
900
900
905
905
905
905
905
905
905
905
905
905
905
905
910
910
910
910
910
910
915
915
915
915
915
915
915
915
920
920
920
920
920
920
920
920
920
925
925
925
925
925
925
925
925
925
930
930
930
930
930
930
930935
935
93593
5
935
935
935
935
935
940
940
940
940
940
940
940
940
945
945
945 945
945
945
950
950
950
H-001-65
H-002-65
H-003-65
H-004-65
ON BOULDER
AUGER REFUSAL
WC
WC
WC
WCWC
B-012-0-14
B-002-0-14
B-013-0-14
B-014-1-14
H-014-3-14
H-014-2-14
B-015-1-14
B-015-0-14
B-016-0-14
B-017-0-14
B-014-0-14
ASPHALT = 0.8'
16' RT.
B-013-0-14
ASPHALT = 0.8'
10' RT.
B-014-0-14
ASPHALT = 0.7'
4' LT.
B-016-0-14
FOR SOIL PROFILE CROSS SECTIONS FOR RAMP H SEE SHEET NOS. 10 & 11.
FOR SOIL PROFILE FOR WEST ST. (TR 130) SEE SHEET 87.
FOR SOIL PROFILE FOR SR 395 SEE SHEET NOS. 5-7.
\ CONST. RAMP H
\ EX. RAMP G
| EX. US 102
| CONST. SR 395
(TR 130)
WEST ST.
| CONST.
(TR 130)
WEST ST.
| EX.
\ EX. RAMP H
STA. 50+00.00 \ CONST. RAMP H
STA. 5+53.00 | CONST. SR 395 =
STA. 0+07.30 \ EX. RAMP H
STA. 5+42.91 | CONST. SR 395 =
STA. 10+43.42 | CONST. WEST ST. (TR 130)
STA. 5+40.78 | CONST. SR 395 =
STA. 10+07.65 | EX. WEST ST.
STA. 4+44.53 | CONST. SR 395 =
APPROXIMATE LIMITS
ABANDONED LANDFILL
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
050
9 11
CH
EC
KE
D
IN
K
DR
AW
N
RE
D
SOIL
PR
OFIL
E
RA
MP
HT
ER-3
95-0.0
0
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999IP
005.d
gn
Sheet 1/18/2019 12:3
7:0
8
PM blo
gston
38
23
14
15
25
25
10
66
10
1313
13
90
910137
29314245
N60
141499
31141431
N60
3558
8
18
13
10
10
4
2
4
20141826
20
ST
27
26
34
33
53
60
38
N60
17131013
22192715
N60
810125
40201231
N60
18 SLIGHTLY ORGANIC
ASPHALT = 0.7'
\
B-017-0-14
BRICKBATS
WITH ST. FRAGS. AND
BROWN SANDY SILT
GARBAGE
WITH PAPER AND
DARK-BROWN SILT
(BOULDERS)
REFUSAL
AND PAPER
GRAVEL, GARBAGE
BROWN SILT WITH
(HOLE CAVED IN)REFUSAL
REFUSAL
STA. 61+30.87
END WORK
CROSS SECTION INDEX
STATION SHEET
52+00 & 54+00
55+00 & 56+00
10
11
27' LT.
H-001-65
24' LT.
H-002-65
48' RT.
H-003-65
TOPSOIL = 0.8'
30' LT.
B-015-0-14
6' RT.
STA. 56+31
H-004-65
54+00.00
938.77
933.51
2:1
6:1
52+00.00
929.24
928.59
2:1 7:1
WC
WC
WC
W
W
900.4
3:13:1
GARBAGE AND PAPER
BROWN SILT, WITH
141499
31141431
N60
14
12
21
56
21
-
33
33
31
8
16
ST
N60
910137
29314245
N60
38
23
14
15
25
25
10
ASPHALT = 0.8'
B-014-0-14
TOPSOIL = 0.4'
B-014-1-14
ASPHALT = 0.8'
B-013-0-14
X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999IX
001.d
gn
Sheet 1/18/2019 12:3
7:0
9
PM blo
gston
10 11
CH
EC
KE
D
IN
K
DR
AW
N0
20
10
5
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
SOIL
PR
OFIL
E
RE
D
TE
R-3
95-0.0
0R
AM
P
H
CR
OS
S
SE
CTIO
NS
ST
A.
52
+0
0
&
ST
A.
54
+0
0
\ Existing Ramp H
\ Ramp G
\ Existing Ramp H
940
930
920
910
900
890
880
870
860
940
930
920
910
900
890
880
870
940
930
920
910
900
890
880
870
860
940
930
920
910
900
890
880
870
140 130 120 110 100 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 100 110 120 130 140 0
(BOULDERS)
REFUSAL
(HOLE CAVED IN)
GARBAGE
WITH PAPER AND
DARK-BROWN SILT BRICKBATS
WITH ST. FRAGS. AND
BROWN SANDY SILT
AND PAPER
GRAVEL, GARBAGE
BROWN SILT WITH
STA. 53+45
H-002-65
STA. 51+40
H-001-65
56+00.00
946.18
934.91
2:1
8:1 8:1
W
ON BOULDER
AUGER REFUSAL
RQD 66%, LOSS 0%. NO WATER RETURN.
STRONG, THIN BEDDED, CARBONACEOUS, FRACTURED.
SHALE, GRAY, SLIGHTLY WEATHERED, MODERATELY
WC
WC
55+00.00
943.07
929.66
2:1
10:1
10:1
WC WCW
899.4
3:13:1
13
13
90
REFUSAL
3558
8
18
13
10
10
4
2
4
20141826
20
ST
27
26
34
33
53
60
38
N60
18 SLIGHTLY ORGANIC
14
22
15
12
24
15
15
15
38
53
46
31
38
30
41
N60
16
TR
37
899.9
2:1
3:1
18
16
18
18
15
1666
10
13
REFUSAL
H-014-3-14
H-014-2-14
B-015-1-15
TOPSOIL = 0.8'
B-015-0-14
50/4"
| US 102
\ Existing Ramp H
\ Existing Ramp H
950
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930
920
910
900
890
880
870
950
940
930
920
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900
890
880
950
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890
880
870
950
940
930
920
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880
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X:\
Desig
n\
CA
DD
Standards\
SA
MP
LE
PL
AN
S\
2019_edits\
Soil_
Profile\
Sheets\
99999IX
002.d
gn
Sheet 1/18/2019 12:3
7:1
0
PM blo
gston
STA. 55+17
H-003-65
STA. 56+31
H-004-65
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