YAKIMA 1135 RTA SUBMITTAL - VOLUME 1.pdf

SHEET

IDENTIFICATION

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US Army Corps of Engineers Seattle District

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YAKIMA RIVER GAP TO GAP

SECTION 1135 ECOSYSTEM RESTORATION

YAKIMA, WASHINGTON

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± IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

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B-G-001 B-G-002 B-G-003 B-B-100 B-B-101 B-B-102 B-B-103 B-B-104 B-C-001 B-C-002 B-C-001

B-CS101

B-CS102

B-CS103

B-CS104

B-CS105

B-CS106

B-CS107

B-CS108

B-CS109

B-CS110

B-CS111

B-CS112

B-CS113

B-CS114

B-CS115

B-CS116

B-CS117

B-CS118

B-C-301 B-C-302 B-C-303 B-C-304 B-C-305 B-C-306 B-C-307 B-C-308 B-C-309 B-C-310 B-C-311 B-C-312 B-C-313 B-C-314 B-C-315 B-C-316 B-C-317 B-C-501 B-C-502 B-C-503 B-C-504 B-C-505 B-C-506

B-REF-1

B-REF-2

B-REF-3

TITLE, LOCATION AND VICINITY MAPS

DRAWING INDEX 1

DRAWING INDEX 2

EXPLORATION SITE PLAN 1

EXPLORATION SITE PLAN 2

EXPLORATION SITE LOGS 1 OF 3

EXPLORATION SITE LOGS 2 OF 3

EXPLORATION SITE LOGS 3 OF 3

LEGEND, ABBREVIATIONS AND GENERAL NOTES

HAUL ROUTE AND STAGING AREAS

GENERAL SITE PLAN - BASE CONTRACT

SPORTSMAN PARK CHANNELS - EXISTING SITE PLAN

SPORTSMAN PARK CHANNELS - GENERAL SITE PLAN

SPORTSMAN PARK CHANNELS - CHANNEL A SITE PLAN 1 - STA CHANNEL A 0+00 TO 13+00

SPORTSMAN PARK CHANNELS - CHANNEL A SITE PLAN 2 - STA CHANNEL A 13+00 TO 23+00

SPORTSMAN PARK CHANNELS - CHANNEL A SITE PLAN 3 - STA CHANNEL A 23+00 TO 36+00

SPORTSMAN PARK CHANNELS - CHANNEL A SITE PLAN 4 - STA CHANNEL A 36+00 TO 50+16

SPORTSMAN PARK CHANNELS - CHANNEL B SITE PLAN 4 - STA CHANNEL B 0+00 TO 13+00

SPORTSMAN PARK CHANNELS - CHANNEL B SITE PLAN 4 - STA CHANNEL B 13+00 TO 24+00

SPORTSMAN PARK CHANNELS - CHANNEL B SITE PLAN 4 - STA CHANNEL B 24+00 TO 29+80

SPORTSMAN PARK CHANNELS - CHANNEL C SITE PLAN 4 - STA CHANNEL C 0+00 TO 9+98

SPORTSMAN PARK CHANNELS - BERM SITE - A1

SPORTSMAN PARK CHANNELS - BERM SITE - A2 AND A3

SPORTSMAN PARK CHANNELS - BERM SITE - A4 AND A5

SPORTSMAN PARK CHANNELS - BERM SITE - B1 AND B2

NEWLANDS PONDS FLOODPLAIN GRADING - SITE PLAN

NEWLANDS PONDS FLOODPLAIN GRADING - FILL SITE #1

NEWLANDS PONDS FLOODPLAIN GRADING - FILL SITE #4

NEWLANDS PONDS FLOODPLAIN GRADING - FILL SITES #5 AND 6

SECTION 1 - GROIN (SPUR) REMOVAL SECTIONS

SECTION 2 - SPORTSMAN PARK IMPROVEMENTS - TYPICAL SECTIONS

SECTION 3 - NEWLANDS PONDS GRADING 1 - TYPICAL SECTIONS

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 1

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 2

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 3

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 4

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 5

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 6

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 7

SPORTSMAN PARK CHANNEL A- CROSS SECTIONS 8

SPORTSMAN PARK CHANNEL B- CROSS SECTIONS 9

SPORTSMAN PARK CHANNEL B- CROSS SECTIONS 10

SPORTSMAN PARK CHANNEL B- CROSS SECTIONS 11

SPORTSMAN PARK CHANNEL B- CROSS SECTIONS 12

SPORTSMAN PARK CHANNEL C- CROSS SECTIONS 13

SPORTSMAN PARK CHANNEL C- CROSS SECTIONS 14

DETAILS 1 - SPORTSMAN PARK CHANNELS - LARGE WOOD STRUCTURES

DETAILS 2 - SPORTSMAN PARK CHANNELS - LOG STRUCTURE ASSEMBLY DETAILS 1

DETAILS 3 - SPORTSMAN PARK CHANNELS - LOG STRUCTURE ASSEMBLY DETAILS 2

DETAILS 4 - NEWLANDS PONDS FLOODPLAIN GRADING - LARGE WOOD PLACEMENT 1

DETAILS 5 - NEWLANDS PONDS FLOODPLAIN GRADING - LARGE WOOD PLACEMENT 2

DETAILS 6 - NEWLANDS PONDS FLOODPLAIN GRADING - LARGE WOOD PLACEMENT 3

CENTRAL PRE-MIX SOUNDS BERMS - GENERAL SITE PLAN

CENTRAL PRE-MIX SOUNDS BERMS - BERM REMOVAL

CENTRAL PRE-MIX SOUNDS BERMS - SOUND BERM 1 SITE PLAN

B-G-001 B-G-002 B-G-003 1-C-001

1-CD101

1-CD102

1-C-301 1-C-302 1-C-303 1-C-304 1-C-305

1-CS101

1-CS102

1-CS103

1-CS104

1-CS105

1-CSU101

1-C-501 1-S-101

TITLE, LOCATION AND VICINITY MAPS

DRAWING INDEX 1

DRAWING INDEX 2

GENERAL SITE PLAN - CONTRACT OPTION #1

DEMOLITION PLAN 3 - KOA LEVEE DEGRADE - KOA 0+00 TO 21+25

DEMOLITION PLAN 4 - KOA NOB DEGRADE

SECTION 1 - TYPICAL SECTIONS

KOA LEVEE DEGRADATION - CROSS SECTIONS 1

KOA LEVEE DEGRADATION - CROSS SECTIONS 2

KOA LEVEE DEGRADATION - CROSS SECTIONS 3

KOA LEVEE DEGRADATION - CROSS SECTIONS 4

BLUE SLOUGH REALIGNMENT - GENERAL SITE PLAN

BLUE SLOUGH REALIGNMENT - LESTER LANE SITE PLAN

BLUE SLOUGH REALIGNMENT - PAVLICK ALLEY SITE PLAN

BLUE SLOUGH REALIGNMENT - PLANTING PLAN 1

BLUE SLOUGH REALIGNMENT - PLANTING PLAN 2 - DETAILS

GENERAL SITE UTILITIES PLAN 4 - BLUE SLOUGH HEAD GATE AREA

DETAILS 1 - BLUE SLOUGH CULVERT DETAILS 1

BLUE SLOUGH HEADWALL AND TRASHRACK

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Plot Date: RTA SUBMITTAL w/OPTIONS

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CONTRACT OPTION #1 INDEXBASE CONTRACT INDEX

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B-G-001 B-G-002 B-G-003 2-C-001

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2-CS101

2-CS102

2-CS103

2-CS104

2-CS105

2-CS106

2-CS107

2-CS108

2-CS109

2-CS110

2-CS111

2-CS112

2-CS113

2-CS114

2-CS115

2-CS116

2-CS117

2-CS118

2-CS119

2-CS120

2-CS121

2-CS122

2-CS123

2-CS124

2-CS125

2-CS126

2-CS127

2-CS128

2-CS129

2-CS130

2-CS131

2-CS132

2-CSU101

2-CSU102

2-CSU103

2-CSU104

2-C-301 2-C-302 2-C-303 2-C-304 2-C-305 2-C-306 2-C-307 2-C-308 2-C-309 2-C-310 2-C-311

TITLE, LOCATION AND VICINITY MAPS

DRAWING INDEX 1

DRAWING 2

GENERAL SITE PLAN - CONTRACT OPTION #2

DEMOLITION PLAN 1 - DID #1 LEVEE DEGRADE - STA DID#1 6+78 TO 36+00

DEMOLITION PLAN 2 - DID #1 LEVEE DEGRADE - STA DID #1 36+00 TO 66+00

DEMOLITION PLAN 3 - DID #1 LEVEE DEGRADE - STA DID #1 66+00 TO 97+00

DEMOLITION PLAN 5 - CROSS DIKE DEGRADE - STA CD 0+00 TO 6+78

BLUE SLOUGH LEVEE - GENERAL SITE PLAN

BLUE SLOUGH LEVEE BACKWATER EXTENSION - GENERAL SITE PLAN

BLUE SLOUGH LEVEE SITE PLAN 1 - STA SB 0+00 TO 5+00

BLUE SLOUGH LEVEE SITE PLAN 2 - STA SB 5+00 TO 10+00

BLUE SLOUGH LEVEE SITE PLAN 3 - STA SB 10+00 TO 15+00

BLUE SLOUGH LEVEE SITE PLAN 4 - STA SB 15+00 TO 20+00

BLUE SLOUGH LEVEE SITE PLAN 5 - STA SB 20+00 TO 25+00

BLUE SLOUGH LEVEE SITE PLAN 6 - STA SB 25+00 TO 30+00

BLUE SLOUGH LEVEE SITE PLAN 7 - STA SB 30+00 TO 35+00

BLUE SLOUGH LEVEE SITE PLAN 8 - STA SB 35+00 TO 40+00

BLUE SLOUGH LEVEE SITE PLAN 9 - STA SB 40+00 TO 45+00

BLUE SLOUGH LEVEE SITE PLAN 10 - STA SB 45+00 TO 50+00

BLUE SLOUGH LEVEE SITE PLAN 11 - STA SB 50+00 TO 55+00

BLUE SLOUGH LEVEE SITE PLAN 12 - STA SB 55+00 TO 60+00

BLUE SLOUGH LEVEE SITE PLAN 13 - STA SB 60+00 TO 65+00

BLUE SLOUGH LEVEE SITE PLAN 14 - STA SB 65+00 TO 70+00

BLUE SLOUGH LEVEE SITE PLAN 15 - STA SB 70+00 TO 75+00

BLUE SLOUGH LEVEE SITE PLAN 16 - STA SB 75+00 TO 78+35

BLUE SLOUGH LEVEE BACKWATER EXTENSION SITE PLAN 1 - STA BE 0+00 TO 7+00

BLUE SLOUGH LEVEE BACKWATER EXTENSION SITE PLAN 2 - STA BE 7+00 TO 13+47

NEWLANDS PONDS FLOODPLAIN GRADING - SITE PLAN

NEWLANDS PONDS FLOODPLAIN GRADING - FILL SITES #2, 3 AND 7

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #1,2 AND 3

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #4, 5, 6 AND 7

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #8, 9 AND 10

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #11, 12 AND 15

NEWLANDS PONDS FLOODPLAIN GRADING - CUT SITES #13 AND 14

SR 24 GRADE CONTROL SILL - EXISTING SITE PLAN

SR 24 GRADE CONTROL SILL - GENERAL SITE PLAN

SR 24 GRADE CONTROL SILL - AREA 1 SITE PLAN

SR 24 GRADE CONTROL SILL - AREA 2 SITE PLAN

SR 24 GRADE CONTROL SILL - AREA 3 SIDE CHANNEL SITE PLAN

SR 24 GRADE CONTROL SILL - AREA 4 SITE PLAN

GENERAL SITE UTILITIES PLAN 1 - BLUE SLOUGH LEVEE - UN-NAMED ROAD

GENERAL SITE UTILITIES PLAN 2 - BLUE SLOUGH LEVEE - LESTER LANE

GENERAL SITE UTILITIES PLAN 3 - BLUE SLOUGH LEVEE - PAVLICK ALLEY

GENERAL SITE UTILITIES PLAN 5 - BLUE SLOUGH LEVEE - CHANNELS 10 & 11

SECTION 1 - BLUE SLOUGH ARMOR AND TYPICAL SECTIONS

SECTION 2 - BLUE SOUGH LEVEE RAMP 1

SECTION 3 - BLUE SOUGH LEVEE RAMP 1A

SECTION 4 - BLUE SOUGH LEVEE RAMP 2

SECTION 5 - BLUE SOUGH LEVEE RAMP 3

SECTION 6 - BLUE SOUGH LEVEE RAMP 4

SECTION 7 - BLUE SOUGH LEVEE RAMP 5

SECTION 8 - BLUE SOUGH LEVEE RAMP 6

SECTION 9 - BLUE SOUGH LEVEE RAMP 7 AND 8

SECTION 10 - BLUE SOUGH LEVEE - TURNAROUND 1

SECTION 11 - BLUE SOUGH LEVEE - TURNAROUND 2

2-C-312 2-C-313 2-C-314 2-C-315 2-C-316 2-C-317 2-C-318 2-C-319 2-C-320 2-C-321 2-C-322 2-C-323 2-C-324 2-C-325 2-C-326 2-C-327 2-C-328 2-C-329 2-C-330 2-C-331 2-C-332 2-C-333 2-C-334 2-C-335 2-C-336 2-C-337 2-C-338 2-C-339 2-C-340 2-C-341 2-C-342 2-C-343 2-C-344 2-C-501

REF-001

REF-002

SECTION 12 - NEWLANDS PONDS GRADING 1 - TYPICAL SECTIONS

SECTION 13 - NEWLANDS PONDS GRADING 2 - TYPICAL SECTIONS

SECTION 14 - SR 24 GRADE CONTROL SILL - TYPICAL SECTIONS

SECTION 15 - DID #1 LEVEE DEGRADE - NOTCH SECTIONS

SECTION 16 - ARTICULATED MAT ARMORING - TYPICAL SECTIONS

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 1

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 2

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 3

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 4

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 5

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 6

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 7

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 8

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 9

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 10

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 11

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 12

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 13

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 14

DID #1 LEVEE DEGRADATION - CROSS SECTIONS 15

CROSS DIKE LEVEE DEGRADATION - CROSS SECTIONS 1

CROSS DIKE LEVEE DEGRADATION - CROSS SECTIONS 2

BLUE SLOUGH LEVEE - CROSS SECTIONS 1

BLUE SLOUGH LEVEE - CROSS SECTIONS 2

BLUE SLOUGH LEVEE - CROSS SECTIONS 3

BLUE SLOUGH LEVEE - CROSS SECTIONS 4

BLUE SLOUGH LEVEE - CROSS SECTIONS 5

BLUE SLOUGH LEVEE - CROSS SECTIONS 6

BLUE SLOUGH LEVEE - CROSS SECTIONS 7

BLUE SLOUGH LEVEE - CROSS SECTIONS 8

BLUE SLOUGH LEVEE - CROSS SECTIONS 9

BLUE SLOUGH BACKWATER EXTENSION - CROSS SECTIONS 1

BLUE SLOUGH BACKWATER EXTENSION - CROSS SECTIONS 2

DETAILS 1 - ACCESS CONTROL GATE

WSDOT SR-24 ASBUILT 1

2012 YAKIMA AUTHORIZED - SPORTSMAN PARK SETBACK FINAL DESIGN

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C

EXPLORATION SITE PLAN 2B1 .000 = .> 1

0 300'

,009

LEGEND:

B

KEY DESCRIPTION

BORING

TEST PIT

A l:\AECDesigns\FY21_P2-404465_YAK1135\Con_Docs\CAD_Sheets\Geotechnical\FY21_P2-404465_YAK1135_B-B-101 - EXPLORATION SITE PLAN 2.dgn

9:23:40 AM

FIELD CLASSIFICATION OF MATERIALS

(Description)

C'EF'l

Sandy SILT with gravel (ML); 20% rounded gravel:

25% fine to medium sand: 55% loose, silty, non-plastic, rapid dilatant fines; brawn to dark brown, dry, scattered organics (ALLUVIUM)

5.0

. becomes medium dense to dense at 3 feet depth

REMARKSOx

Gradation testing was done do hDllow stem auger curlings.

Duller notes i/ery dense gravelfqobble-like drilling at atom 25 feet Drill met refusal at 25.4

IS'/.

FIELD CLASSIFICATION OF MATERIALS

(Description)

Silty SAND (SM); up to 5% rounded gravel; 55-60% loose, sub-rounded to rounded, fine to coarse sand;

40% silty, non-plastic, rapid dilatant fines; gray to brawn, dry, 3 inch thick lens of ash at 2.2 feet depth

N(ALLUytJM>_ Well-graded GRAVEL with silt (GW-GMV 74% medium dense to dense, rounded gravel, 12.2% fine to coarse sand 13.8% silty, non-plastic, rapid dilatant fines; gray, dry to wet (ALLUVIUM)

Well-graded SAND with gravel (SW-SM); 20% rounded gravel; 70% very dense, coarse sand; 10% silty, non-plastic, rapid dilatant fines; gray to brown, Wet (ALLUVIUM)

... becomes medium dense below 10 feet depth

Siity GRAVEL with sand (GM); 60% dense, rounded gravel; 20% coarse sand; 20% silty, non-piastic.

rapid dilatant fines: gray to brown, wet i ALLUVIUM)

ELEV

977.5

972.5

964.0

953.7 z iTEC E ,'J :

tf>

80 S-3

FIELD CLASSIFICATION OF MATERIALS

(Description)

Sandy elastic SILT (MH): 10% rounded gravel; 30% fine sand: 60% loose, silty, medium plasticity, medium to rapid dilatant fines; brown, dry

(ALLUVIUM)

DEPTH

3.0

ELEV

979.0

980'16 ELEVATION TOP OF BORING6, THICKNESS OF OVERBURDEN

N/A17 TOTAL CORE RECOVERY FOR BORING7 DEPTH DRILLED INTO ROCK

16 SIGNATURE AND TITLE OF INSPECTOR

Justin26.38. TOTAL DEPTH OF BORING - Geologist

971’16 ELEVATION TOP OF BORING6. THICKNESS OF OVERBURDEN

N/A17, TOTAL CORE RECOVERY FOR BORING

7. DEPTH DRILLED INTO ROCK

16 SIGNATURE AND TITLE OF INSPECTOR

Justin McCarley - Geologist16.58. TOTAL DEPTH OF BORING zFIELD CLASSIFICATION OF MATERIALS (Description)

ELEV REMARKSjREC x Well-graded GRAVEL (GW); S2% medium dense, rounded gravel; 6,2% fine to coarse sand, 2.8% siity.

non-to low plasticity, rapid dilatant fines; gray, wet

(ALLUVIUM)

Gradation testing was done on hollow stem auger cuttings.40 S-3

53 S-4

47 S-5

,,, becomes dense to very dense below 7,5 feet depth 33 s-e

67 S-7

Driller notes very dense gravelfcobble-llke drilling al about 15.5 feel Drill met refusal at 15:8 feet

53 S-8 954.5

REMARKS

Gradation resting was cons on hoilov. stem anger cuttingB, Driller notes very dense gravel/cobble-llke drilling at about 16 feet. Dull met refusal at 16 7 feet. Final SET to 17'Qfest.

67 S^tWell-graded GRAVEL with silt and sand (GW-GM);

j 53% medium dense, rounded gravel; 3Z4%. fine to j - coarse sand; 14.6% silty, non-plastic, rapid dilatant fines; gray to brown, dry to wet (ALLUVIUM)

60 S-5

100 S-6... becomes dense to very dense below 8 feet depth

40 S-7

0 S-8

70 S-9 z

REMARKSD.

REC

a.

47 S-3

53 S-4 0 ,S-5

Gradation testing was done on hallow stem auger outings73 S-6

47 S-7

40 S-8

Driller notes very dense gravel/cobble-like drilling at about 15.5 feet Drill met refusal at

15.9 teet

60 S-9

* » J Well-graded GRAVEL with silt (GW-C

* to very dense, rounded gravel: 11.2% coarse to fine » sand; 9,8% silty, non-plastic, rapid dilatant fines, ( gray, wet, 6 inch thick ash tens at 6,5 ft (ALLUVIUM)v t 4' 4'

•‘i 4^

4967.5 16.5

BOTTOM OF BOREHOLE AT 26 3 ft

4 NAME OF DRILLER

Abe Caustand

013. TOTAL NUMBER CORE BOXES

414. ELEVATION GROUNDWATER

5, DIRECTION OF BORING

VERTICAL

INCLINED

• DEG FROM

: VERTICAL

• BEARING

B STARTED COMPLETED

3/23/2015 DATE BORING 3/23/20

3 DRILLING AGENCY

Holt Services, Inc.

12 TOTAL SAMPLES : DISTURBED : UNDISTURBED

8 0

11. MANUFACTURER’S DESIGNATION OF DRILL

Mobile Drill B57

2. HOLE NUMBER

2020-BH-04

; LOCATION COORDINATES

■ N 450791.947 E 1652080.103

INSTALLATION

Yakima, Washington

SHEET 1

OF 1 SHEETS

DIVISION

USACE NWSDRILLING LOG

9 COORDINATE SYSTEM

EPSG: 6599

horizontal

NAD 83

VERTICAL

NAVD88

Ti PROJECT

Yakima Ecosystem Restoration 1o. SIZE AND TYPE OF BIT 4.25" I.D/8.25" O.D Hollow Stem Augei

BOTTOM OF BOREHOLE AT 16.5 ft

4. NAME OF DRILLER

Abe Causland

013, TOTAL NUMBER CORE BOXES

214. ELEVATION GROUNDWATER

5, DIRECTION OF BORING

VERTICAL.

INCLINED

I DEG FROM

: VERTICAL

: BEARING

3 c COMPLETED 3/26/20 rSTARTED

15, DATE BORING 3/26/20

3. DRILLING AGENCY

Holt Services, Inc, 12 TOTAL SAMPLES DISTURBED ■- UNDISTURBED

6 0

2. HOLE NUMBER

2020-BH-06

LOCATION COORDINATES

N 447780 015 E 1651927.427

11, MANUFACTURER’S DESIGNATION OF DRILL

Mobile Drill B57

INSTALLATION

Yakima, Washington

SHEET 1

OF 1 SHEETS

DIVISION

USACE NWSDRILLING LOG

1. PRO JECT

Yakima Ecosystem Restoration

9. COORDINATE SYSTEM

EPSG: 6599

HORIZONTAL

NAD83

VERTICAL

NAVD88

10, size and type of bit 4.25" I .D/S 25” O.D Hollow Stem Augei

ELEV

973.0

959.0

FORM 1836-A

FEB 08

FORM 1836-A

FEB 08

FORM 1836-A

FEB 08

Boring Designation 2020-BH-01 sheet 1 0f 1 Boring Designation 2020-BH-02 sheet 1 on Boring Designation 2020-BH-03 sheet lot i

2020-BH-052020-BH-G4Borinq Designation 2020-BH-06

0.0 0.0 -00

4 3 4,3 43

8.6 8.6 - 8.6

12.9 12.9 12.9

-17.1

21.4

25.7

FORM 1R36-A

FEB ns

FORM 1S3G-A FORM 1836-A

FEB OS

2020-BH-04 sheet 1 of iBoring Designation 2Q2Q-BH-05 sheet i of 1 202Q-BH-06 sheet 1 of 1Boring Designation Boring Designationre

DEPTH

16.5

BOTTOM OF BOREHOLE AT 10.5 fl

984'16. ELEVATION TOP OF BORING6. THICKNESS OF OVERBURDEN

N/A17 TOTAL CORE RECOVERY FOR BORING

7, DEPTH DRILLED INTO ROCK

18 SIGNATURE AND TITLE OF INSPECTOR

Justin16.58. TOTAL DEPTH OF BORING iist

10 SIGNATURE AND TITLE OF INSPECTOR

Justin McCarley - Geologist

REMARKSX

a x-

Gradation testing was done on hallow Elen auger cuttings.

990'16 ELEVATION TOP OF BORING6. THICKNESS OF OVERBURDEN

N/A17 TOTAL CORE RECOVERY FOR BORING

18 SIGNATURE AND TITLE OF INSPECTOR

Justin McCarley - Geologist

7. DEPTH DRILLED INTO ROCK

268. TOTAL DEPTH OF BORING

FIELD CLASSIFICATION OF MATERIALS

(Description)

SILT with sand (ML): up to 5% rounded graYei: 15% fine to coarse sand; 80% silty, medium dense, non-piastic. rapid dilatant fines: gray to brown, dry to wet (ALLUVIUM)

ELEV REMARKSi

982.5 Silty GRAVEL with sand (GM); 82% dense to very dense, rounded gravel; 15% coarse sand; 3% silty, non-plastic, rapid dilatant fines; wet (ALLUVIUM)

Gradation tasting was clone on hollow stem auger nullings

975.0 Silty SAND (SM); up to 5% rounded gravel: 60% dense, fine to coarse sand; 15-20% silty, non-plastic rapid dilatant fines; gray, wet (ALLUVIUM)

FIELD CLASSIFICATION OF MATERIALS

(Description)

976'16. ELEVATION TOP OF BORINGF. THICKNESS OF OVERBURDEN

N/A17 TOTAL CORE RECOVERY FOR BORING7 DEPTH DRILLED INTO ROCK

IS. SIGNATURE AND TITLE OF INSPECTOR

Justin McCarley - Geologist178. TOTAL DEPTH OF BORING

4 NAME OF DRILLER

Abe Causland

5. DIRECTION OF BORING

VERTICAL

INCLINED

013 TOTAL NUMBER CORE BOXES

714 ELEVATION GROUNDWATER

DEG FROM

VERTICAL

: BEARING

I STARTED : COMPLETED

3725/2015 DATE BORING 3/25/20

3. DRILLING AGENCY

Holt Services, Inc

12. TOTAL SAMPLES ’ DISTURBED I UNDISTURBED

7 0

2. HOLE NUMBER

2020-BH-03

LOCATION COQRDINAIES

N 451007.625 E 1651717 314

11 MANUFACTURER’S DESIGNATION Oh DRILL Mobile Drill B57

INSTALLATION

Yakima, Washington

9 COORDINATE SYSTEM

EPSG: 6599

DIVISION

USAGE NWS

SHtt I 1

DRILLING LOG 1OF SHEETS

VERTICAL

NAVD88

1, PROJECT

Yakima Ecosystem Restoration

HORIZONTAL

NAD 83

to SIZE AND TYPE OF BIT 4.25” I.D/8.25" O.D Hollow Stem Augei

N/A17 TOTAL CORE RECOVERY FOR BORING

992’16. ELEVATION TOP OF BORING

STAFITED COMPLETED

3/24/2015, DATE BORING 3/24/20

614 ELEVATION GROUND WATER

UI3 TOTAL NUMBER CORE BOXES

12. i OTAL SAMPLES DISTURBED : UNDISTURBED 8 0

II MANUFACTURERS DESIGNATION OF DRILL

Mobile Drill B57

10 SIZE AND TYPE OF bit 4.25” I.D/8.25" O.D Hollow Stem

INSTALLATION

Yakima, Washington

9, COORDINATE SYSTEM

EPSG: 6599

SHEET 1

OF 1 SHEETS

VERTICAL

NAVD88

HORIZONTAL

NAD83

4 NAME OF DRILLER

Abe Caustand

013. TOTAL NUMBER CORE BOXES

6.814, ELEVATION GROUNDWATER

5 DIRECTION OF BORING

□ VERTICAL

i I INCLINED

: DEG FROM

; VERTICAL

: BEARING

:STARTED COMPLETED

3/23/2015 DATE BORING 3/23/20

3. DRILLING AGENCY

Holt Services, Inc.

12 TOTAL SAMPLES DISTURBED (UNDISTURBED

8 0

2 HOLE NUMBER

2020-6IH-01

: LOCATION COORDINATES

; N 452279 294 E 1651803 602

11 MANUFACTURER’S: DESIGNATION OF DRILL

Mobile Drill B57

DIVISION

USACE NWS

INSTALLATION

Yakima, Washington

9 COORDINATE SYSTEM

EPSG 6599

SHEET 1

OF 1 SHEETS

VERTICAL

NAVD88

DRILLING LOG

1, PROJECT

Yakima Ecosystem Restoration

HORIZONTAL

NAD 83

10 SIZE AND TYPE OF GIT 4.25" I.D/8,25” O.D Hollow Stem

Sandy SILT (ML); up to 5% rounded gravel; 40-50% very fine to fine sand; 50-60% medium dense, silty, non-plastic rapid dilatant fines; dark brown, dry to wet. scattered organics (ALLUVIUM)

■z

REC E

40 S-3

47 S-4

100 S-5

53 S-6

40 S-7

67 s-e

29 S-9

31 S-10

DEPTH

2.5

7.5

1S.0

26.3

BOTTOM OF BOREHOLE AT 17,0 ft

4 NAME OF DRILLER

Abe Causland

013 TOTAL NUMBER CORE BOXES

4.514. ELEVATION GROUND WATER

5 DIRECTION OF BORING

VERTICAL

INCLINED

1 DEG FROM'

i VERTICAL

BEARING

COMPLETED

3/25/2015 DATE BORING

3- DRILLING AGENCY

Holt Services, Inc

12 TOTAL SAMPLES DISTURBED : UNDISTURBED

7 0

2. HOLE NUMBER

2Q20-BH-05

LOCATION COORDINATES

N 449312.754 E 1651949.68

11. MANUFACTURER'S DESIGNATION OF DRILL

Mobile Drill B57

DIVISION

USACE NWS

INS“ALLAT!ON

Yakima, Washington

SHEET 1

OF 1 SHEETSDRILLING LOG

S COORDINATE SYSTEM

EPSG: 6599

VERTICAL

NAVD88

I. PROJECT

Yakima Ecosystem Restoration

: HORIZONTAL

NAD 83

10 SIZE AND TYPE OF bit 4.25" I.D/8.25" O.D Hollow Stem Auger

GENERAL NOTES:2020-BH-02 2020-BH-03ion

SOIL TEST DATA IS INCLUDED WITHIN SPECIFICATION

DIVISION 13 00 00.

1.

GEOTECHNICAL DATA IS AVAILABLE AS FOR

INFORMATION ONLY UPON REQUEST.

2.

- o.o

4.3

8 6

-12.9

2020-BH-01on

DIVISION

USACE NWSDRILLING LOG

l PROJECT

Yakima Ecosystem Restoration

2 HOLE NUMBER

2020-BH-02

3 DRILLING AGENCY

Holt Services. Inc

4 NAME OF DRILLER

Abe Causland

5 DIRECTION OF BORING

VERTICAL

INCLINED

LOCATION COORDINATES

N 452179 13 E 1652014.907

: DEG FROM

: VERTICAL

: BEARING

0 THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

24.40 TOTAL DEPTH OF BORING

ELEV DEPTH

987.5 45 f

982.0 10.0 Well-graded SAND with gravel (SW); 20% fine, rounded gravel; 70% dense, fine to coarse sand;

■ 10% silty, non-plastic, rapid dilatant fines; gray, wet

(ALLUVIUM)

Silty SAND With gravel (SM); 17% rounded gravet:

55,7% loose to medium dense, fine to coarse sand;

27.3% silty, non-piastic, rapid dilatant fines; gray to brown, Wet (ALLUVIUM)

970,0 Silty GRAVEL with sand (GM); 50% very dense, rounded gravel; 30.% fine to coarse sand; 20% silty, non-piastic, rapid dilatant fines; gray, wet

(ALLUVIUM)

85 100+35 49

5Q 52

Driller notes very dense gravel/oobbfe-like drying at about 22.5 feet. Drill met refusal at 23 feet Final SPT to 24.4 feet

65 27

567.6 r 24.4 50 BOTTOM OF BOREHOLE AT 24-4 ftDrilter notes very dense graveJ/cobble-liKe drilling at about 25.5 feet Drill met refusal at 26 feet964.0

BOTTOM OF BOREHOLE AT 26.0 ft

FEC

DEPTH

7 5

15,0

20.0

2*3.0

- 4.3

8.5

12 9

17 I

-21,4

3/25/20 o.o

- 4.3

3,6

12.9

17.1

21.4

25 7

O

REC £

ifj

40 S-3

100 S-4

40 S-5

67 S-6

67 S-7

43 S-8

S-927

S-1050

G

F

E

D

C

B

A

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9:24:03 AM

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Gradation testing was done on Follow stem auger cuttings.

ELEV DEPTH

D

IQ

IS

FIELD CLASSIFICATION OF MATERIALS

(Description)

Driller notes very dense gravei/cobble-IIKe [ 7 drilling at atout 15.7 feet: Drill met refusal at 16 I 43 8167 S-8 ■re*

] ("j Silty GRAVEL with sand (GM); 45% medium dense.

| angular gravel; 35% fine to coarse sand: 20% silty, 1 ] j non-plastic, rapid dllatant fines: gray, wet,, crushed aggregate (ROAD GRAVEL)

S-3

S-4

S-5

S-6

S-7

865.1 2.9

O'.-'

ELEV DEPTH

(FT) (ft)

0.0

4.3

8.6

•12.9

Silty SAND (SM); 1 % rounded gravel, 51.5% fine sand, 47,5% very soft, clayey, silty, medium plasticity, slow dllatant fines; dark gray, wet, organic odor (ALLUVIUM)

960.5 7.5 j [' j Well-graded SAND With silt and gravel (SW-SM);

j 30% rounded gravel: 60% medium dense to dense, fine to coarse sand; 10% silty, non-plastic, rapid diiatant fines: gray, wet (ALLUVIUM) becomes very dense below 12 feet depth

951.5 16.5

SOIL DESCRIPTION

LAP SAMPLE

REMARKSSOIL DESCRIPTION TESTING NO

Sandy SILT with gravel (ML), 16% fine to coarse, rounded gravels (1 to 2 inches); about 15% rounded cobbles up to 6 inches diameter: 32% fine to coarse .

C sand. 52% medium dense, silty, non-plastic, rapid diiatant fines; brown to gray, dry, numerous organics, homogeneous (ALLUVIUM) f w j* j* Jl Well-graded GRAVEL with silt and sand (GW-GM), **»*4 60-70% dense, fine to coarse, rounded gravel; about V ft 50% rounded cobbles up to 12 inches diameter; 25%

• sub-rounded to rounded, fine to coarse sand; 5-10%

« silty, non-plastic, rapid diiatant fines; gray to dark JL brown, dry, Imbricated gravels, scattered organics

L«J (ALLUVIUM)

i

IKA * m i-4vr*

J •4*

62 ft]_____________________________________ »• d Well-graded GRAVEL with sand (GW); 70% dense,

■ fine to coarse, rounded gravel: about 50% rounded

_ ( cobbles up to 12 inches diameter; 28,4% rounded, J fine to coarse sand; 1,6% silty, non-plastic, rapid diiatant fines; gray to dark brown, imbricated gravels, <wet (ALLUVIUM)

Rapid seepage at top of apparent groundwater table and (ilt sides beflan caving Excavation terminated

BOTTOM OF TEST PIT AT 7.0 ft

REMARKS

BOTTOM OF TEST PIT AT 6,0 Ft

LL

W

-A

0-to

UJ

* ■,•r G I v.n a

Well-graded GRAVEL with sand (GW); 62% dense.

< rounded, fine to coarse gravel, about 20% rounded

. # I cobbles up to 9 inches diameter; 35% sub-angular,

■ fine to coarse sand, 3% silty, non-plastic, rapid

» V diiatant fines: gray to brown, dry, homogeneous k * occasional lenses of low to medium plasticity fines

(EMBANKMENT FILL)

1 A * 4

*4- S-1►.ft O t/i

CD

2 V * L .

0.> ■Mv.

r.

»m- r A)

CJ

"7%

VJ4

■J lK S-3

6 W4 7 _i+4 i-

7:

5 _> Q to

•to U

C to% to to

L>

X

*• ft

Material became dense, fiard-rfppirg, unable to continue excavationS-2

;4* *• he 988.0 B

968'16 ELEVATION TOP OF SORING6. THICKNESS OF OVERBURDEN

N/A17 TOTAL CORE RECOVERY FOR BORING

7. DEPTH DRILLED INTO ROCK

18, SIGNATURE AND TITLE OF INSPECTOR

Justin McCarley - Geologist16.58. TOTAL DEPTH OF BORING

Test Pit Designation 2020-TP-02TEST PIT LOG Yakima Ecosystem Restoration1 PROJfcCl

USAGE NWS

Yakima, Washington2 LOCATION

Holt Services, Inc, 1002'3. EXCAVATION CONTRACTOR 4 APPROXIMATE GROUND SURFACE ELEVATION

5 operator Pete Helle equipment Caterpillar 305E2 OR e location coordinates N 455856.178 E 1650640.689

7 DATE STARTED

3/4/20

8 COORDINATE SYSTEM

EPSG: 6599

DATE COMPLETED

3/4/20

VERTICAL

NAVD88

HORIZONTAL

NADS 3

7.5' 10. APPROXIMATE GROUNDWATER ELEVATION N/A0 TOTAL DEPTH OF TEST PIT

3/4/202011, LOGGER 12, TIME OF READINGJustin McCarley - Geologist

DEPTH JoIsELEV LAB

TESTING

SAMPLE

REMARKSSOIL DESCRIPTION(FT) ’ll NO.

0 o 1 "T ft Well-graded GRAVEL with sand (GW); 74% medium

• dense, rounded gravel; about 60% rounded cobbles ft; up to 12 inches diameter; 23% fine to coarse, A sub-angular to angular sand: 3% silty, non-plastic, rapid diiatant fines; gray to brown, dry, homogeneous

1 -L *1 (LEVEE FILL)

ft< •j

&•V ft’

S-1

«■4 iK>•4 >. ft

S-2

*4\

:4*< « ft

:4*< 7 S-3 Ejicayaltdn terminated at contact with native material.

994.5 BOTTOM OF TEST PIT AT 7.5 ft

SHEET 1 of 1

SHEET 1 of 1

3/4/202011 LOGGER 12. TIME OF READINGJustin McCarley - Geologist

T 10, APPROXIMATE GROUNDWATER ELEVATION 1002,0'9 TOTAL DEPTH OF TEST PIT

7 DATE STARTED

3/4/20

8 COORDINATE SYSTEM

EPSG; 6599

DATE COMPLETED

3/4/20

HORIZONTAL

NAD83

VERTICAL

NAVD88

5 operator Pete Helle equipment Caterpillar 305E2 CR e; location coordinates N 458590 731 E 1650329.822

Holt Services, Inc. 1008'3 EXCAVATION CONTRACTOR 4 APPROXIMATE GROUND SURFACE ELEVATION

US Army Corps of Engineers p

SHEET i rtf 1

3/4/202012 TIME OF READING11. LOGGER Justin McCarley - Geologist

10. APPROXIMATE GROUND WATER ELEVATION N/A8'9, TOTAL DEPTH OF TEST PIT

7 DATE STARTED

3/4/20

DATE COMPLETED

3/4/20

8. COORDINATE SYSTEM

EPSG 6599

HORIZONTAL

NAD83

VERTICAL

NAVD88

5. operator Pete Helle equipment Caterpillar 305E2 CR s location coordinates N 454506 08 E 1650471.274

Holt Services, Inc. 996'j approximate ground surface elevation3 excavation contractor

Test Pit Designation 2020-TP-03TEST PIT LOG Yakima Ecosystem Restoration1 PROJECTUS Army Corps of Engineers USACE NWS Yakima, Washington2 LOCATION

FORM 1836-A

FEB 08

Boring Designation 2020-BH-07 sheet 1 ot 1

BOTTOM OF BOREHOLE AT 16,5 ft

4. NAME OF DRILLER

Abe Caustand

013. TOTAL NUMBER CORE BOXES

1 514. ELEVATION GROUND WATER

5 DIRECTION OF BORING

□ VERTICAL

□ INCLINED

DEG FROM

VERTICAL

BEARING

: STARTED : COMPLETED

3/26/2015 DATE BORING 3/26/20

3, DRILLING AGENCY

Hott Services, Inc.

12 TOTAL SAMPLES : DISTURBED - UNDtS TURBED 6 0

2. HOLE NUMBER

2020-BH-07

LOCATION COORDINATES

N 446606 865 E 1651937 164

11 MANUFACTURER'S: DESIGNATION OF DRILL

Mobile Drill B57

Borina Designation 2Q2Q-BH-Q7

DIVISION

USACE NWS

SHEET 1

OF 1 SHEETS

INSTALLATION

Yakima, WashingtonDRILLING LOG

0 COORDINATE SYSTEM

EPSG 6599

VERTICAL

NAVD88

1, FROJECT

Yakima Ecosystem Restoration

HORIZONTAL

NAD 83

10 size and type of bit 4.25" I.D/8,25"O.D Hollow Stem Augei

LAB

TESTING

SAMPLE

140. R EM ARKSSOIL DESCRIPTION ELEV DEPTH

(FT) (ft) u

Silty SAND (SM); 4% rounded, fine to coarse gravel;

about 5% rounded cobbles up to 6 inches diameter;

61,1% medium dense, fine to coarse, sub-rounded tcu rounded sand; 34,9% silty, non-plastic, rapid diiatant fines; gray to light brown, dry, scattered roots

(ALLUVIUM)1

S-1

... lens of silty SAND; 70-80% medium dense, fine to_ coarse, sub-rounded to rounded sand; 20-30% silty, non-plastic fines: light brown to gray, dry, pinches out rapidly from maximum thickness of 12 inches, not _ sampled

985.9 - 3

Ji Well-graded GRAVEL with sand (GW); 79% dense, J rounded, fine to coarse gravel: about 30% rounded cobbles up to 12 Inches diameter: 19 4% fine to coarse, sub-rounded to rounded sand; 1.6% silty, 4 • non-plastic, rapid diiatant fines; gray to brawn, moist "I / to wet, imbricated gravels, homogeneous

J (ALLUVIUM)

;4\ V fcl

K ft

S-2

;.K5

|*i?

;4*< »»•s ;4\ S-3• ft Rapid seepage al toe of apparent gronrKhraisr table and pit sides began caving Excavation rermi rated 981.0

BOTTOM OF TEST PIT AT 8.0 ft

3/4/202011 LOGGER 12 TIME OF READINGJustin McCarley - Geologist

8 10 APPROXIMATE GROUND WATER ELEVATION 982 99. TOTAL DEPTH OF TEST PIT

7 DATE STARTED

3/4/20

DATE COMPLETED

3/4/20

S COORDINATE SYSTEM

EPSG; 6599

HORIZONTAL

NAD83

VERTICAL

NAVD88

s operator Pete Helle equipment Caterpillar 305E2 CR, e location coordinates N 452654 563 E 1651411 371

Holt Services, Inc. 989'3, EXCAVATION CONTRACTOR 4 APPROXIMATE GROUND SURFACE ELEVATION

Test Pit Designation 2020-TP-Q4TEST PIT LOG Yakima Ecosystem Restoration1 PROJECTUS Army Corps of Engineers ? USACE NWS Yakima; Washington2 LOCATION

REMARKS

SAMPLELAB

TESTING NOSOIL DESCRIPTION

SAMPLE

NO

S-1

S-2

S-3

Test Pit Designation 2020-TP-01TEST PIT LOG ■ '■ Yakima Ecosystem RestorationI PROJECT

US Army Corps of Engineers *USAGE NWS

Yakima, Washington2 LOCATION

BOTTOM OF TEST P T AT 6.6 ft

Silty SAND (SM); 11% rounded gravel; 50.8' medium dense, fine sand; 38.2% silty, non-plastic, rapid diiatant fines: dark brown, dry (ALLUVIUM)

Vo i

S-

976.8

Well-graded GRAVEL with sand (GW); 84% dense, fine to coarse, rounded gravel; about 25% rounded —

_ cobbles up to 6 inches diameter; 15.6% fine to Q coarse, sub-rounded to rounded sand; 0,4% silty,

* 4*J non-plastic, rapid diiatant fines; gray to brown, dry to - I wet, homogenous (ALLUVIUM)

►/V

■4*

S-2 *4*

6 _V ft

*4* S-3 Rapid seispage al top or apparent groundwater table and pit sides caving. Excavation terminated- ►* ft I

373.2

3/4/2020IT LOGGER 12, TIME OF READINGJustin McCarley - Geologist

6,8' 10 APPROXIMATE GROUND WATER ELEVATION 974.8'9. TOTAL DEPTH OF TEST PIT

7 DATE STARTED

3/4/20

DATE COMPLETED

3/4/20

■3. COORDINATE SYSTEM

EPSG: 6599

HORIZONTAL

NAD83

VERTICAL

NAVD88

6. operator Pete Helle equipment Caterpillar 305E2 CR e. location coordinates N 449743.946 E 1652437.662

Holt Services, Inc. 9804, APPROXIMATE GROUND SURFACE ELEVATION3. EXCAVATION CONTRACTOR

Test Pit Designation 2020-TP-05TEST PIT LOG Yakima Ecosystem Restoration1 PROJECTUS Army Corps of Engineers ® USAGE NWS Yakima, Washington2. LOCATION

GENERAL NOTES:

1. SOIL TEST DATA IS INCLUDED WITHIN SPECIFICATION

DIVISION 13 00 00.

US Army Corps of Engineers ®GEOTECHNICAL DATA IS AVAILABLE AS FOR

INFORMATION ONLY UPON REQUEST.

2.

G

F

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D

C

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9:24:25 AM

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,,L -, ~|-Ti' I.DEPTH .M;

ELEV

(FT) REMARKSLAG SAMPLE

TESTING NO.

' ’T1 Well-graded GRAVEL with sand (GW); 80-85% '■i medium dense, sub'angular to angular, coarse gravel

_ V fcl up to 0.5 inches diameter; 15% coarse, sub-angular _i

' -'At sand; up to 5% silty, non-plastic, rapid dilatant fines:

gray, dry, homogeneous, aggregate, not sampled

(ROAD BASE)

-M. 4*989 5 » kTWell-graded GRAVEL with sand (GW); 77% dense, »*• fine to coarse rounded gravel; about 30% rounded

2 _ • 4*. cobbies yp to 9 inches diameter; 20% fine to coarse

• sand; 3% silty non-plastic, rapid dilatant fines: gray i to browi, dry, homogeneous (LEVEE FILL) 5-1

3 ‘T* rm I

■ffl 4 >v ■a

5 _ t S-2* I

6 •4\

>A 7 ,•

;4\ *• »i

■±•1•4% S-3 Excavation terminated at contact with native material

'.v983.Q 8 BOTTOM OF TEST PIT AT 3.0 ft u.% Lu u

L , X o Cl

GENERAL NOTES:

SOIL TEST DATA IS INCLUDED WITHIN SPECIFICATION

DIVISION 13 00 00.

1.

US Army Corps of Engineers ®GEOTECHNICAL DATA IS AVAILABLE AS FOR

INFORMATION ONLY UPON REQUEST.

2.

SHEET 1 of 1

3/4/202011, LOGGER 1.2-TIME OF READINGJustin McCarley- Geologist

8’ 10. APPROXIMATE GROUND WATER ELEVATION N/A9 TOTAL DEPTH OF TEST PIT

7 DATE STARTED

3/4/20

DATE COMPLETED

3/4/20

8 COORDINATE SYSTEM

EPSG. 6599

HORIZONTAL

NAD83

VERTICAL

NAVD88

5 operator Pete Helle equipment Caterpillar 305E2 CR 6 location coordinates N 452642.478 E 1650138.908

Holt Services, Inc. 991'3. EXCAVATION CONTRACTOR 4. APPROXIMATE GROUND SURFACE ELEVATION

Test Pit Designation 2020-TP-06TEST PIT LOG1

Yakima Ecosystem RestorationI PROJECTUS Army Corps of Engineers» USAGE NWS

Yakima. Washingtona LOCATION

G

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D

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B

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9:24:43 AM

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1 2 3 104 5 6 7 8 9

CIVIL NOTES

LINETYPES DRAFTING ABBREVIATIONS GENERAL NOTES:

G

CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING

WORK AND SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S REPRESENATIVE

OF ANY DISCREPANCIES WITH RESPECT TO THE PLANS.

1.299 AC ASPHALT CONCRETE

ALUMINUM

AMERICAN WIRE GAUGE

BIORETENTION CELL

BUILDING NUMBER

BOTTOM OF CURB

CATCH BASIN

CURB CUT

LONGITUDINAL CONTRACTION JOINT

W/ TIE BARS. FREE EDGE PANELS

CLEAR

CLEAN OUT

COMPANY OPERATIONS FACILITY

USACE CONTRACTING

OFFICER REPRESENTATIVE

CENTER

DOWELED CONSTRUCTION JOINT { TYP)

LONGITUDINAL AND TRANSVERSE AS

APPLICABLE.

DIAMETER

DUCTILE IRON PIPE

EAST

THICKENED EDGE EXPANSION JOINT

EXISTING GRADE DIRECTION OF VIEW ALUM

AWGi299 PROPOSED GRADE X-* B.C.LETTER INDICATES CIVIL SECTION

NUMBER INDICATES ELEV OR DETAIL BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL SUBMIT A…