24R0040_Drawings_23Feb2024_1.pdf

PDF 32 MB Posted Mar 27, 2024

Attached to: GAOA NOME CREEK ROAD REPAIRS
Solicitation number: 140L0624R0040
Issued by: Department of the Interior Bureau of Land Management National Office

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Written by GovTribe AI · Mar 27, 2024

This document is a Sources Sought announcement for the GAOA Nome Creek Road Repair project in the White Mountains National Recreation Area, north of Fairbanks, Alaska. The project will be conducted in accordance with the provided drawings and specifications. The Solicitation Number is 140L0624R0040, and the agency involved is the Department of the Interior Bureau of Land Management National Office. The Sources Sought announcement includes attachments for the project drawings, specifications, and design analysis. The key details of the project, such as the required products or services, response dates, award dates, pricing terms, set asides, and any other salient information, are contained within these attachments. The summary focuses on the high-level information and relevant lower-level details, excluding legal language, contract clauses, FAR references, or other non-essential information.

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24R0040_Specifications_12Apr2023_1.pdf	PDF	Mar 27, 2024
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WHITE MOUNTAINS

NATIONAL RECREATIONAL AREA

CHENA HOT

SPRINGS

FAIRBANKS

CENTRAL

STEESE HIGHWAY

RICHARDSON HIGHWAY

ELLIOTT HIGHW

DALTON

HIGHWAY

PARKS HIGHWAY

YUKON RIVER

4/12/2023 2:32 PM 902104 A-001.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

A-001

CCD

GENERAL

PROJECT

INFORMATION

CIRCLE

PRUDHOE

FAIRBANKS

BERING

SEA

PACIFIC

ANCHORAGE

HOMER

KODIAK

SEWARD

KOTZEBUE

NOME

U N

R U

S S

I A

NENANA

TANANA

ARCTIC

BAY

WHITEHORSE YT.

HAINES JCT.

OCEAN

CORDOVA

VALDEZ

SITKA

JUNEAU

EAGLE

TOK

GLENNALLEN

POLE

NORTH DAWSON Y.T.

CIRCLE

OCEAN

UTQIAGVIK

ARCTIC

HAINES

GENERAL SYMBOLS ALASKA MAP VICINITY MAP PROJECT TEAM

NOME CREEK ROAD, ALASKA

NOME CREEK ROAD REPAIR

BUREAU OF LAND MANAGEMENT

OWNERS REPRESENTATIVE

BLM-AK

RODD MORETZ

222 UNIVERSITY AVENUE

FAIRBANKS, AK 99709

907.474.2200 rmoretz@blm.gov

LEAD DESIGNER

DESIGN ALASKA

CUTTER DEGERLUND

601 COLLEGE ROAD

FAIRBANKS AK 99701

907 452-1241 cutter@designalaska.com

PROJECT

LOCATION

SEE DISCIPLINES FOR SPECIFIC SYMBOLS

GENERAL

A-001 GENERAL PROJECT INFORMATION

CIVIL

A-002 PLAN LAYOUT KEY

A-003 SURVEY CONTROL

A-100 TYPICAL SECTIONS

B-001 CIVIL GENERAL NOTES AND ESTIMATE OF QUANTITIES

C-030-032 SUMMARY OF CULVERTS

C-220 ARCH CULVERT PLAN & TEMPORARY TRAFFIC DIVERSION DICKIE'S HOLE

C-221 DICKIE'S HOLE EXCESS EXCAVATION DISPOSAL PLAN

C-230 CULVERT REPAIRS MOOSE CREEK

C-231 CULVERT REPAIRS EAST TWIN CREEK

C-232 CULVERT REPAIRS WEST TWIN CREEK

C-240 PROPOSED IMPROVEMENTS OPHIR CREEK CAMPGROUND

C-250 PROPOSED IMPROVEMENTS MT. PRINDLE CAMPGROUND

C-260 EXISTING CONDITIONS ADMINISTRATIVE ACCESS ROAD WORK AREA

C-261 ADMINISTRATIVE ACCESS ROAD PLAN & PROFILE

C-270 NOME CREEK BRIDGE EROSION REPAIR

C-700 SIGN DETAILS

C-701 SIGN BRACING DETAILS

C-702 CULVERT INSTALLATION DETAILS

C-703 CULVERT DETAILS

C-704 BLM HAND PUMP WATER WELL DETAIL

C-706 TEMPORARY TRAFFIC DIVERSIONS FOR CULVERT INSTALLATION

F-001-057 PLAN AND PROFILES

F-058 SUPERELEVATION TABLES

H-001 SIGN SCHEDULE

T-001 TEMPORARY TRAFFIC CONTROL

T-002 TRAFFIC CONTROL DEVICES

T-003 ROAD CLOSURE NOME CREEK BRIDGE TO MT PRINDLE CAMPGROUND

T-004 ROAD CLOSURE NOME CREEK BRIDGE TO OPHIR CAMPGROUND

MX-01 BORROW SITE MINING & RECLAMATION PLAN

MX-02 BORROW SITE MINING & RECLAMATION PLAN DETAILS

NUMBER

NAME

SHEET LOCATION

SCALE

TRUE NORTH

REVISION

G001

VIEW NAME

1/8"=1'-0"

CODE SUMMARY

GOVERNING CODES AND REGULATIONS

USACE, CWA 404 PERMIT REGULATIONS

ADEC, CWA 401 WATER QUALITY CERTIFICATION

BLM MANUAL 9100 - ENGINEERING

BLM MANUAL 9113 - ROADS

BLM MANUAL 9130 - SIGNS

STATE OF ALASKA - AS 16.05.841 - FISHWAY REQUIRED, 2020

AKDOT&PF, STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION, 2020

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2009

ALASKA HIGHWAY PRECONSTRUCTION MANUAL, 2020

AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION (AASHTO) A POLICY ON GEOMETRIC DESIGN

OF HIGHWAYS AND STREETS, 2020

AASHTO GUIDELINES FOR GEOMETRIC DESIGN OF

LOW-VOLUME ROADS, 2019

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

AUTHORITY HAVING JURISDICTION

BUREAU OF LAND MANAGEMENT

PROJECT

LOCATION

R4 E

R5 E

R6 E

R3 E

R4 E

T7N T6N

T6N

WHITE MOUNTAINS NATIONAL RECREATION AREA

FAIRBANKS NORTH STAR BOROUGH

STEESE HIGHWAY

OAD

MOOSE CREEK

TWINCREEKS

OPHIR CREEK

NOME CREEK

SUMMER CREEK

NOME CREEK ROAD

MOOSE CREEK CROSSING

OPHIR STA. 178+50

C-230

ADMINISTRATIVE

ACCESS ROAD

OPHIR STA. 578+00

OPHIR CREEK CAMPGROUND

C-240

DICKIES HOLE

OPHIR STA. 603+50

C-220

C-260

C-250

MT. PRINDLE CAMPGROUND

PERSONNEL LODGING &

CONTRACTOR STAGING AREA

56 MILE PIT

TO CENTRAL

TO FAIRBANKS

TABLE TOP

MOUNTAIN

BH 21-15

BH 21-16

BH 21-14

BH 21-13

BH 21-12

BH 21-11

BH 21-10

BH 21-05

BH 21-04

BH 21-03

BH 21-02

BH 21-01

BH 21-09

BH 21-08

BH 21-07

BH 21-06

BORROW SITE

MX-01

BEGINNING OF PROJECT:

OPHIR LINE STA. 6+85 (WEST)

PRINDLE LINE STA. 5+00 (EAST)

END OF PRINDLE LINE

STA. 214+49

END OF OPHIR LINE

OPHIR STA. 645+14

WEST TWIN CREEK

OPHIR STA. 337+00

EAST TWIN CREEK

OPHIR STA. 305+50

REPAIR SOFT AND SETTLED AREA

OPHIR STA. 592+00 TO 595+00

REPAIR SOFT AND SETTLED AREA

OPHIR STA. 629+00 TO 630+50

REPAIR SOFT AND SETTLED AREA

OPHIR STA. 508+50 TO 521+00

OPHIR LINE

PRINDLE LINE

MP 55

MP 56

MP 58

MP 59

MP 60

MP 57

2/22/2024 4:57 PM 902104 A-002.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

A-002

CCD

PLAN LAYOUT KEY

PLAN LAYOUT KEY1

A-002 1" = 3500'

LEGEND

EXISTING CONTOURS

NEW CONTOURS

DEMOLITION

GRAVEL ROAD

SIGN

DIRECTION OF WATER FLOW

CULVERT

NOTE: BH LABELS INDICATE BORE HOLE LOCATIONS. SEE GEOTECHNICAL REPORT.

TABLE TOP

MOUNTAIN

OPHIR LINE

645+14

5+00 20+00

40+00

60+00

80+00 100+00

120+00

140+00

160+00

180+00200+00 220+00240+00

260+00

280+00

300+00

320+00

00360+00

380+00

400+00

420+00

460+00

480+00

500+00

520+00

540+00

560+00

580+00

600+00

620+00 640+00

20+00 40+00

MOOSE CREEK CROSSING

NOME CREEK BRIDGE

OPHIR CREEK

CAMPGROUND

ADMINISTRATIVE

RUNWAY

TWIN CREEKS

DICKIE'S

HOLE

TABLE TOP

MOUNTAIN

TRAILHEAD5

BEAVER

CREEK BOAT

LAUNCH

NOME CREEK

MATERIAL SITE

OPHIR LINE SURVEY CONTROL POINT TABLE

POINT #

STATION

6+84.77

14+19.28

42+11.73

57+76.55

71+96.91

84+44.81

98+36.11

122+41.23

158+56.47

184+69.35

199+89.96

209+31.07

242+46.38

264+56.94

272+08.02

NORTHING

4145652.43

4145687.04

4144051.96

4143613.06

4142901.27

4142872.31

4142526.11

4142716.23

4143725.71

4144902.52

4144533.15

4144526.83

4144040.33

4145140.36

4145044.32

EASTING

1531382.61

1530648.92

1528338.39

1526831.55

1525599.71

1524330.63

1522979.00

1520566.30

1517087.48

1514748.80

1513211.31

1512268.20

1508987.61

1506939.82

1506174.31

DESCRIPTION

START

OPHIR LINE SURVEY CONTROL POINT TABLE

POINT #

STATION

297+44.82

302+55.33

306+63.21

316+88.55

330+37.46

338+54.35

347+52.17

362+42.31

411+62.69

434+93.90

451+60.76

476+49.45

491+17.35

514+48.65

541+15.06

NORTHING

4145705.70

4146172.03

4146000.21

4145051.22

4145145.64

4145906.80

4145939.68

4145037.48

4147481.74

4148773.47

4151696.76

4150568.25

4153997.29

4150291.92

4152255.48

EASTING

1503720.13

1503376.99

1502946.67

1502594.01

1501066.64

1498468.81

1500663.82

1499955.94

1493803.57

1491855.87

1488611.68

1492322.89

1484243.18

1489497.08

1486306.57

DESCRIPTION

OPHIR LINE SURVEY CONTROL POINT TABLE

POINT #

STATION

552+64.99

574+33.41

587+18.14

603+64.37

611+46.24

622+51.79

630+58.98

637+52.29

642+33.92

645+13.80

NORTHING

4155514.82

4154250.42

4155298.48

4156443.47

4156337.60

4156853.24

4156452.12

4156732.90

4156482.85

4156537.98

EASTING

1481318.33

1483096.71

1479988.09

1478716.63

1477884.30

1476887.05

1476098.07

1475425.93

1474982.64

1474695.81

DESCRIPTION

END

PRINDLE LINE

5+00

20+00

20+00 40+00

60+00 80+00

100+00 120+00 140+00

214+49

MT PRINDLE

CAMPGROUND

NOME CREEK BRIDGE

QUARTZ

CREEK

TRAILHEAD 9

PRINDLE LINE POINT TABLE

POINT #

STATION

4+99.27

9+15.70

21+65.95

29+60.47

35+95.99

54+69.12

98+30.24

134+70.54

205+67.70

214+49.11

NORTHING

4145651.70

4146067.78

4146720.07

4147000.46

4147067.20

4147822.77

4149049.52

4149352.59

4154141.45

4154626.23

EASTING

1531382.58

1531399.83

1532550.64

1533295.04

1533928.45

1535645.16

1539830.76

1543460.49

1548824.54

1549561.62

DESCRIPTION

START

END

LEGEND

ABBREV.

START

END

DESCRIPTION

ALIGNMENT START

POINT OF TANGENT INTERSECTION

ALIGNMENT END

4/12/2023 2:39 PM 902104 A-003.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

A-003

CCD

SURVEY CONTROL

SURVEY CONTROL - OPHIR LINE1

A-003 NO SCALE

SURVEY CONTROL - PRINDLE LINE2

A-003 NO SCALE

PERMANENT SURVEY CONTROL NOTES

1. PERMANENT SURVEY CONTROL LOCATIONS ARE INDICATED BY AND SHALL BE

NEAR THE LOCATIONS SHOWN IN DETAILS 1/2 A-003.

2. PERMANENT SURVEY CONTROL POINTS SHALL BE SET BY CONTRACTOR PRIOR TO THE

START OF WORK.

3. PERMANENT SURVEY CONTROL POINTS SHALL BE PRIMARY MONUMENTS.

0.33' CRUSHED AGGREGATE SURFACE COURSE

EXISTING GROUND

10.00' 10.00'

REMOVE ACCUMULATED

SEDIMENT IN DITCH

3%3%

EXISTING VEGETATED

SIDE SLOPE TO REMAIN

STRUCTURAL FILL AS

NEEDED TO RAISE GRADE

8.00' MIN.

2:1 STEEP FILL SLOPE

FLAT FILL, 5.0'

MAX HEIGHT

MEDIUM FILL, 5.0' MIN,

10.0' MAX HEIGHT

3:1 MEDIUM FILL SLOPE

4:1 FLAT FILL SLOPE

STEEP FILL,

10.0' MIN

2:1 STEEP FILL SLOPE

3:1 MEDIUM FILL SLOPE

4:1 FLAT FILL SLOPE

0.33' CRUSHED AGGREGATE SURFACE COURSE

EXISTING GROUND

10.00'10.00'

REMOVE ACCUMULATED

SEDIMENT IN DITCH

WHERE INDICATED

3% 3%

EXISTING VEGETATED

SIDE SLOPE TO REMAIN

STRUCTURAL FILL AS

NEEDED TO RAISE GRADE

8.00' MIN.

2:1 STEEP FILL SLOPE

FLAT FILL, 5.0'

MAX HEIGHT

MEDIUM FILL, 5.0' MIN,

10.0' MAX HEIGHT 3:1 MEDIUM FILL SLOPE

4:1 FLAT FILL SLOPE

STEEP FILL,

10.0' MIN

2:1 STEEP FILL SLOPE

3:1 MEDIUM FILL SLOPE

4:1 FLAT FILL SLOPE

1:1 (TYP)

COMMON FILL (TYP)

0.33' CRUSHED

AGGREGATE

SURFACE COURSE

10.00'10.00"

3% 3%

REFORM ROAD

GEOMETRY WHERE

NECESSARY WITH

STRUCTURAL FILL

EXISTING SURFACING

1.5' MIN, 2.0' MAX COVER

BENEATH TRAVELED WAY

0.3' MIN, 0.5' MAX

COVER ON

UPHILL SIDE

NO MINIMUM COVER ON

DOWNHILL SIDE. EXTEND FABRIC

FULL WIDTH OF EMBANKMENT

INSTALL EDGE OF FABRIC

WITHIN 1.0' LATERALLY

OF DITCH LINE

INSTALL GEOTEXTILE AT

CROWN POINT MIN 1.0'

ABOVE UPHILL EDGE

EMBANKMENT PER

TYPICAL SECTION

MOISTURE WICKING

GEOTEXTILE

THIS SECTION SHALL BE APPLIED

TO THE OPHIR ALIGNMENT AT

THE FOLLOWING STATIONS:

508+50 TO 521+00

592+00 TO 595+00

629+00 TO 630+50

EXISTING GRADE

2/22/2024 2:19 PM 902104 A-100.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

A-100

CCD

TYPICAL

SECTIONS

TYPICAL SECTION MT. PRINDLE LINE: RESURFACING, EMBANKMENT BUILD-UP AND DITCH CLEANING2

A-100 NO SCALE

TYPICAL SECTION OPHIR LINE: RESURFACING, EMBANKMENT BUILD-UP AND DITCH CLEANING1

A-100 NO SCALE

GENERAL NOTES

1. GRADES AND ALIGNMENTS SHOWN ON THESE PLANS ARE SUBJECT TO MINOR

REVISIONS.

2. CURVE DATA ON THIS PROJECT IS BASED ON A ONE DEGREE CURVE WITH A RADIUS OF

5,729.58 FEET.

3. ALL DEPTHS SHOWN ARE NOMINAL.

4. THE POINT OF SUPERELEVATION ROTATION SHALL BE THE CENTERLINE OF THE CURVE

PROFILE GRADE.

5. PIPE LENGTHS AND LOCATIONS SHOWN ARE APPROXIMATE AND ARE SUBJECT TO

CHANGE AS DIRECTED BY THE ENGINEER AT THE TIME OF STAKING. LENGTHS SHOWN

ON THE PLANS ARE FLOWLINE LENGTHS.

6. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ALL WASTE SLOPES SHALL BE

SEEDED.

TYPICAL SECTION OPHIR AND MT. PRINDLE CAMPGROUND RESURFACING3

A-100 NO SCALE

SOFT AND SETTLED EMBANKMENT REPAIR4

A-100 NO SCALE

DITCH CLEANING NOTES

1. PERFORM DITCH CLEANING IN A MANNER THAT PREVENTS POLLUTANTS FROM

ENTERING SURFACE AND STORM WATERS. POLLUTANTS MAY COME FROM THE ROAD

OR INCLUDE ERODED SEDIMENT.

2. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO REGRADING DITCHES TO LIMIT

THE POTENTIAL FOR SEDIMENT TO BE TRANSPORTED TO A WATER OF THE U.S.

3. ESTABLISH A MINIMUM 50-FOOT BUFFER WHERE PRACTICABLE BETWEEN STREAMS AND

GROUND-DISTURBING DITCH WORK TO PROTECT WATER QUALITY AND FISH HABITAT.

WHERE APPROPRIATE, PROVIDE VELOCITY DISSIPATION SUCH AS TEMPORARY CHECK

DAMS TO REDUCE THE POTENTIAL FOR EROSION IN THE DITCH.

4. RESTORE THE ORIGINAL CROSS-SECTION AND FLOW LINE. EQUIPMENT SHALL REMAIN

ON THE ROADWAY DURING REGRADING.

5. REMOVE ACCUMULATED DEBRIS, INCLUDING SEDIMENT DEPOSITS, BRUSH, AND TRASH.

6. WHERE PRESENT, DITCH CLEANING SHALL EXTEND TO THE RIPRAP DITCH ARMORING

THAT WAS INSTALLED DURING PREVIOUS CONSTRUCTION.

7. HAUL REMOVED MATERIALS TO A PRE-APPROVED DISPOSAL SITE.

8. HYDROSEED WHEN DITCH REGRADING HAS BEEN COMPLETED TO STABILIZE BARE SOIL

AND PREVENT EROSION. HYDROSEED DITCH WITH EXPOSED SOIL AND FILL SLOPE

WHERE CLEAN SEDIMENT WAS PLACED.

9. DISPOSE OF SEDIMENT ON DOWNHILL SLOPE OF EMBANKMENT ADJACENT TO DITCH

CLEANING. MATCH DETAIL 2/C-221 FOR DISPOSAL OF CLEAN FILL.

10. DISPOSE OF BRUSH AND OTHER ORGANIC, NON-SOIL MATERIAL IN ORGANICS

STOCKPILES AT MATERIAL SITE AS DEPICTED ON DETAIL 1/MX-02.

11. DISPOSE OF ANY TRASH AT AN APPROVED LANDFILL OFF OF GOVERNMENT PROPERTY.

CULVERT CLEANING NOTES

1. PERFORM DITCH CLEANING IN A MANNER THAT PREVENTS POLLUTANTS FROM

ENTERING SURFACE AND STORM WATERS. POLLUTANTS MAY COME FROM THE

ROAD OR INCLUDE SEDIMENT AND DEBRIS FROM WITHIN THE PIPE.

2. INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO CLEANING CULVERTS TO

LIMIT THE POTENTIAL FOR SEDIMENT TO BE TRANSPORTED TO A WATER OF

THE U.S.

3. ESTABLISH A MINIMUM 50-FOOT BUFFER WHERE PRACTICABLE BETWEEN

STREAMS AND CULVERT CLEANING ACTIVITIES TO PROTECT WATER QUALITY

AND FISH HABITAT.

4. WHERE APPROPRIATE, PROVIDE TEMPORARY SEDIMENT TRAPS TO ALLOW

SEDIMENT TO SETTLE OUT OF WASHWATER.

5. TEMPORARY SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ACCORDANCE

WITH ALASKA HIGHWAY DRAINAGE MANUAL CHAPTER 16.

6. PERFORM MINOR CLEANING BY HAND OPERATED EQUIPMENT WHEN POSSIBLE.

WHEN WHEEL MOUNTED EQUIPMENT IS USED, KEEP IT ON THE ROADWAY.

7. PRESSURIZED WATER MAY BE USED TO CLEAR SEDIMENT AND DEBRIS FROM

CULVERTS. ENSURE THAT SEDIMENT LADEN WASHWATER DOES NOT ENTER

SURFACE AND STORMWATERS.

8. REMOVE ALL ACCUMULATED DEBRIS, INCLUDING SEDIMENT DEPOSITS, BRUSH,

AND TRASH FROM CULVERT PIPE.

9. TRANSPORT MATERIAL REMOVED FROM THE DITCH AND CULVERT TO AN

APPROVED DISPOSAL SITE.

10. PREVENT EROSION AT OUTLETS AND INLETS WITH ARMORING WHEN

NECESSARY.

11. REPLACE EXISTING OR AUGMENT DEPLETED ARMOR TO MAINTAIN THE

EROSION CONTROL FUNCTION AT INLETS AND OUTLETS.

ESTIMATE OF QUANTITIES

ITEM EST. QTY. UNIT REMARKS

CLEARING AND GRUBBING 31 ACRES

DITCH CLEANING 42750 LF

DITCH BRUSH CLEARING 42750 LF

CLEAN CULVERT 77 EA

STRUCTURAL FILL 116713 CY

AGGREGATE SURFACE COURSE, GRADING F-1 12860 CY

CAST IN PLACE CONCRETE 1.20 CY

UNCLASSIFIED EXCAVATION 448 CY

REMOVAL OF CULVERT PIPE 1416 LF

24" CORRUGATED STEEL PIPE 1141 LF

30" CORRUGATED STEEL PIPE 296 LF

36" CORRUGATED STEEL PIPE 224 LF

72" CORRUGATED STEEL PIPE 150 LF

58" WIDE BY 36" TALL ARCH PLATE CULVERT 71 LF

CLASS I RIPRAP 504 CY

CLASS III RIPRAP 60 CY

SEPARATOR GEOTEXTILE 2970 SF

MOISTURE WICKING GEOTEXTILE 68000 SF

SEEDING 1640 M SF

WATER FOR SEEDING 800 M GAL

HAND PUMP DRINKING FOUNTAIN 1 EA

CULVERT MARKER POST 266 EA

THAW WIRE 14 EA

STANDARD SIGN 290 SF

SALVAGED TOPSOIL ALL REQ'D LUMP SUM

MOBILIZATION AND DEMOBILIZATION ALL REQ'D LUMP SUM

WORKER MEALS AND LODGING, OR PER DIEM ALL REQ'D LUMP SUM

SWPPP AND POLLUTION CONTROL ADMIN ALL REQ'D LUMP SUM

SWPPP MAINTENANCE ALL REQ'D LUMP SUM

CONSTRUCTION SURVEYING ALL REQ'D LUMP SUM

TRAFFIC CONTROL ALL REQ'D LUMP SUM

FLAGGERS ALL REQ'D LUMP SUM

DUST CONTROL WATERING ALL REQ'D LUMP SUM

2/22/2024 4:58 PM 902104 B-001.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

B-001

CCD

CIVIL

GENERAL NOTES

AND

ESTIMATE OF

QUANTITIES

NOTES

1. ALL QUANTITIES SHOWN ARE ESTIMATED AND PROVIDED FOR THE

CONTRACTOR'S GENERAL USE IN EVALUATING THE PLANS AND

SPECIFICATIONS AND IN BID PREPARATION.

2. BEFORE BIDDING IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY

ALL SITE CONDITIONS, SOILS AND STRATIGRAPHY, VEGETATION TYPES,

EXISTING FEATURES, OBSTRUCTIONS, DRAINAGE, AND QUANTITIES OF

MATERIALS REQUIRED FOR COMPLETION OF THE WORK.

4/12/2023 9:59 AM 902104 C-030.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-030

JAB

CCD

SUMMARY OF

CULVERTS

CULVERT SUMMARY - OPHIR LINE

DESIGN

STATION ACTION REMOVE (LF)

NEW/ADDED

CULVERT

LENGTH (FT)

NEW

CULVERT

DIAMETER

(IN)

FINAL SLOPE

INLET OUTLET RIPRAP,

CLASS I

(CY)

THAW WIRE

INSTALLATION

(LF)

REMARKS

STATION

OFFSET

(FT RIGHT)

INVERT

ELEV. (FT) STATION

OFFSET

(FT LEFT)

INVERT

ELEV. (FT)

7+97 LENGTHEN 6 24 2.9% 7+97.3 20.7 2146.3 7+97.5 29.5 2144.8 ADD LENGTH TO OUTLET

18+01 REPLACE 45 40 24 5.7% 18+00.0 15.0 2170.7 18+03.3 24.8 2168.5

24+50 CLEAN 10.5% 24+49.8 23.50 24+50.1 21.40 DATA FROM AS-BUILTS ONLY

32+18 REPLACE 52 44 36 9.1% 32+17.6 18.6 2127.0 32+18.6 25.2 2123.0 REMOVE EXISTING 24", INSTALL 36"

37+70 CLEAN 13.7% 37+68.3 14.9 2130.0 37+72.7 37.4 2122.8

44+00 CLEAN 8.3% 43+99.7 14.8 2127.1 44+02.4 35.8 2122.9

58+42 REPLACE 40 38 24 4.5% 58+41.0 20.2 2165.9 58+43.0 17.7 2164.3

69+82 LENGTHEN 12 24 7.2% 69+82.4 18.7 2163.6 69+82.0 35.8 2159.6 ADD LENGTH TO OUTLET

73+94 CLEAN 3.0% 73+94.6 21.7 2162.5 73+92.5 22.7 2161.2

81+95 LENGTHEN 8 24 13.4% 81+95.4 20.1 2166.5 81+93.3 28.3 2160.0 ADD LENGTH TO OUTLET

91+48 REPLACE 40 40 24 4.2% 91+47.2 15.3 2160.7 91+49.7 24.6 2159.0

104+43 REPLACE 40 48 24 4.9% 104+41.0 18.5 2122.0 104+45.1 29.3 2119.6

111+19 LENGTHEN 8 24 7.1% 111+18.3 20.8 2101.5 111+19.0 24.5 2098.3 ADD LENGTH TO OUTLET

113+27 LENGTHEN 6 24 8.9% 113+25.6 22.0 2101.7 113+28.2 26.5 2097.4 ADD LENGTH TO OUTLET

120+21 LENGTHEN 12 24 4.2% 120+21.7 21.0 2093.0 120+21.2 27.2 2091.0 ADD LENGTH TO OUTLET

129+74 LENGTHEN 6 24 5.8% 129+75.2 17.4 2074.0 129+73.1 24.8 2071.6 ADD LENGTH TO OUTLET

143+54 CLEAN 4.7% 143+54.7 15.3 2058.2 143+51.9 29.6 2056.1

156+96 CLEAN 10.0% 156+95.6 12.5 2020.4 156+98.0 25.6 2016.6

168+00 CLEAN 167+97.2 15.1 168+02.7 28.6 DATA FROM AS-BUILTS ONLY

176+84 SEE C-230 63 63 72 1.3% 176+84.0 28.7 1952.3 176+84.3 33.6 1951.5 126 OVERFLOW BARREL 1

177+84 SEE C-230 0.5% 177+83.6 28.0 1951.8 177+84.2 34.2 1951.5 4 125 OVERFLOW BARREL 2

SEE C-230 210 200 MOOSE CREEK CROSSING, SEE CULVERT REPAIR PLANS

179+34 SEE C-230 1.0% 179+34.2 28.4 1952.6 179+34.1 32.5 1952.0 4 125 OVERFLOW BARREL 3

180+59 SEE C-230 1.8% 180+59.1 40.0 1948.2 180+59.0 46.6 1946.7 175 OVERFLOW BARREL 4

180+85 SEE C-230 1.7% 180+84.9 28.8 1953.4 180+85.1 33.6 1952.3 126 OVERFLOW BARREL 5

186+64 4.0% 186+73.3 27.2 1969.5 186+55.2 26.1 1968.1

186+73 2.4% 186+85.1 40.3 1964.6 186+61.5 37.0 1961.4

198+57 CLEAN 2.6% 198+57.0 14.1 2009.3 198+57.0 24.5 2008.3

213+03 LENGTHEN 8 24 1.8% 213+03.8 17.3 2000.7 213+01.7 27.2 1999.8 ADD 4' TO INLET AND 4' TO OUTLET

225+05 REPLACE 40 40 24 4.0% 225+04.6 17.6 1990.7 225+06.2 23.0 1989.0

232+06 CLEAN 3.3% 232+05.3 16.7 1985.2 232+06.2 21.7 1984.0

242+55 CLEAN 7.7% 242+55.5 15.4 1971.0 242+55.0 24.8 1967.9

254+74 CLEAN 7.1% 254+72.8 13.9 1965.0 254+75.1 26.3 1962.2

259+36 CLEAN 4.9% 259+36.3 14.6 1966.1 259+35.4 26.4 1964.1

264+70 REPLACE 50 44 24 4.0% 264+68.0 21.3 1961.1 264+72.5 22.4 1959.4

273+60 CLEAN 5.4% 273+58.5 17.6 1949.7 273+61.3 23.5 1947.4

282+09 CLEAN 5.9% 282+08.7 16.3 1950.9 282+08.4 22.4 1948.6

291+00 CLEAN 290+98.4 20.5 290+99.6 20.60 DATA FROM AS-BUILTS ONLY

304+21 SEE C-231 2.8% 304+20.2 33.4 1887.4 304+21.1 39.3 1885.4 4 146 OVERFLOW BARREL 1

304+96 SEE C-231 3.8% 304+95.9 50.3 1882.7 304+96.0 56.9 1878.7 214 OVERFLOW BARREL 2

305+64 SEE C-231 2.6% 305+43.1 52.6 1873.7 305+97.2 64.3 1870.4 256 EAST TWIN CREEK

306+46 SEE C-231 5.7% 306+46.3 38.4 1886.8 306+45.6 50.9 1881.7 178 OVERFLOW BARREL 3

307+21 SEE C-231 5.7% 307+20.8 33.7 1888.2 307+20.3 45.1 1883.7 158 OVERFLOW BARREL 4

308+21 SEE C-231 6.0% 308+21.0 26.2 1890.5 308+20.4 36.9 1886.6 126 OVERFLOW BARREL 5

320+81 CLEAN 9.6% 320+81.3 14.3 1884.0 320+81.9 30.6 1879.7

327+30 CLEAN 8.4% 327+31.3 17.6 1878.2 327+28.2 37.1 1873.6

336+36 SEE C-232 87 87 72 0.6% 336+35.2 48.9 1858.1 336+37.0 38.2 1857.5 174 OVERFLOW BARREL 1

336+94 SEE C-232 3.3% 336+95.6 61.1 1857.4 336+91.3 73.0 1852.9 268 WEST TWIN CREEK

337+63 SEE C-232 2.9% 337+61.6 58.9 1856.9 337+64.7 64.9 1853.3 248 OVERFLOW BARREL 2

338+37 SEE C-232 5.7% 338+36.7 42.8 1860.1 338+37.1 63.7 1854.0 214 OVERFLOW BARREL 3

339+12 SEE C-232 5.6% 339+12.3 29.6 1865.0 339+11.2 43.4 1860.9 146 OVERFLOW BARREL 4

339+87 SEE C-232 7.3% 339+87.6 26.3 1866.0 339+87.2 41.2 1861.1 176 OVERFLOW BARREL 5

350+98 CLEAN 5.7% 350+97.3 14.7 1876.5 350+98.3 23.6 1874.3

359+11 LENGTHEN 6 24 4.3% 359+11.0 16.5 1880.5 359+10.1 29.8 1878.5

368+90 LENGTHEN 4 24 7.7% 368+89.3 14.5 1893.3 368+92.1 27.4 1890.0

379+91 CLEAN 10.0% 379+90.5 13.4 1900.7 379+92.6 26.9 1896.7 FILL UNDER OUTLET TO ENSURE PIPE IS SUPPORTED

391+97 LENGTHEN 4 24 8.7% 391+97.2 14.7 1904.9 391+96.8 25.9 1901.3

398+77 REPLACE 36 40 24 4.0% 398+75.1 17.0 1896.0 398+79.7 22.7 1894.4

DITCH CLEANING - OPHIR LINE

STARTING

STATION END STATION TOTAL (FT)

7+50 8+50 100

17+50 18+50 100

24+00 25+00 100

31+50 32+50 100

37+10 38+20 110

43+50 104+90 6140

110+60 144+00 3340

156+50 168+50 1200

198+00 199+00 100

212+50 255+20 4270

264+10 265+10 100

273+00 274+00 100

281+50 291+50 1000

320+50 328+10 760

350+50 351+60 110

368+50 369+60 110

412+50 438+60 2610

466+50 484+10 1760

491+00 541+50 5050

548+50 570+00 2150

572+90 576+50 360

586+50 587+50 100

628+40 645+14 1674

TOTAL 31444

4/8/2023 9:12 PM 902104 C-031.DWG

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-031

JAB

CCD

SUMMARY OF

CULVERTS

CULVERT SUMMARY - OPHIR CREEK CAMPGROUND

DESIGN

STATION ACTION REMOVE (LF)

NEW/ADDED

CULVERT

LENGTH (FT)

NEW

CULVERT

DIAMETER

(IN.)

FINAL SLOPE

INLET OUTLET

RIPRAP

(CY)

THAW WIRE

INSTALLATION

(LF)

REMARKS

STATION

OFFSET

(FT LEFT)

INVERT

ELEV. (FT) STATION

OFFSET

(FT RIGHT)

INVERT

ELEV. (FT)

652+39 CLEAN 0.8% 652+53.0 21.1 1652.7 652+29.1 19.4 1652.4

655+49 CLEAN 0.4% 655+56.3 19.1 1651.8 655+40.3 17.9 1651.7

657+26 CLEAN 4.1% 657+61.5 18.0 1654.8 656+96.1 52.3 1650.7

2+15 CLEAN 1.4% 2+12.1 18.8 1655.3 2+20.1 20.0 1654.8

4+89 CLEAN 0.5% 4+94.3 18.5 1657.7 4+83.1 20.2 1657.6

4+95 CLEAN 0.1% 4+99.8 17.3 1656.7 4+89.2 21.5 1656.7

5+01 CLEAN 0.5% 5+04.8 16.0 1657.6 4+95.3 23.2 1657.4

7+84 CLEAN 5.9% 7+81.4 11.9 1661.4 7+89.4 17.2 1659.6

8+40 REPLACE 34 35 24 0.5% 8+45.8 17.9 1658.0 8+34.4 14.7 1657.8

14+01 CLEAN 1.7% 14+05.0 16.6 1659.4 13+97.0 19.0 1658.7

CULVERT SUMMARY - ADMINISTRATIVE ACCESS ROAD

DESIGN

STATION ACTION REMOVE (LF)

NEW/ADDED

CULVERT

LENGTH (FT)

NEW

CULVERT

DIAMETER

(IN)

FINAL SLOPE

INLET OUTLET

RIPRAP

(CY)

THAW WIRE

INSTALLATION

(LF)

REMARKS

STATION

OFFSET

(FT RIGHT)

INVERT

ELEV. (FT) STATION

OFFSET

(FT LEFT)

INVERT

ELEV. (FT)

3+04 INSTALL 50 36 1.0% 3+04.0 25.0 1684.5 3+04.0 25.0 1684.0

CULVERT SUMMARY - OPHIR LINE (CONT.)

DESIGN

STATION ACTION REMOVE (LF)

NEW/ADDED

CULVERT

LENGTH (FT)

NEW

CULVERT

DIAMETER

(IN)

FINAL SLOPE

INLET OUTLET

RIPRAP

(CY)

THAW WIRE

INSTALLATION

(LF)

REMARKS

STATION

OFFSET

(FT RIGHT)

INVERT

ELEV. (FT) STATION

OFFSET

(FT LEFT)

INVERT

ELEV. (FT)

402+54 REPLACE 38 52 24 4.0% 402+59.9 18.6 1900.6 402+44.5 31.1 1898.6

407+29 REPLACE 44 56 24 4.0% 407+44.0 20.9 1908.9 407+11.5 24.7 1900.6

412+93 LENGTHEN 4 24 8.3% 412+93.1 15.8 1910.5 412+92.2 24.8 1907.1 ADD LENGTH TO OUTLET

423+36 LENGTHEN 4 24 8.9% 423+35.7 12.7 1927.5 423+38.2 29.8 1923.7 ADD LENGTH TO OUTLET

437+91 LENGTHEN 8 24 5.5% 437+97.7 14.7 1957.7 437+78.4 27.7 1955.1 ADD LENGTH TO OUTLET

450+05 CLEAN 6.9% 450+09.9 17.5 1959.3 449+96.3 31.7 1955.8

466+93 LENGTHEN 4 24 2.6% 466+90.6 15.1 1950.8 466+96.8 24.8 1949.8 ADD LENGTH TO OUTLET

483+44 LENGTHEN 4 24 4.9% 483+42.9 14.8 1900.9 483+46.1 25.4 1898.9 ADD LENGTH TO OUTLET

490+39 LENGTHEN 4 36 9.9% 490+37.0 19.5 1880.2 490+40.9 24.8 1875.8 ADD LENGTH TO OUTLET

498+65 LENGTHEN 4 24 6.9% 498+57.6 12.2 1873.4 498+79.6 24.1 1870.5 ADD LENGTH TO OUTLET

503+60 CLEAN 7.0% 503+53.2 14.1 1852.8 503+71.6 26.3 1849.7

510+93 REPLACE 45 48 24 4.0% 510+93.7 22.5 1820.6 510+92.0 25.4 1818.6

513+75 INSTALL 44 24 4.3% 513+67.5 19.9 1805.4 513+84.1 20.8 1803.5

520+49 REPLACE 40 46 30 4.1% 520+48.5 23.5 1777.7 520+50.3 22.4 1175.8 REMOVE EXISTING 24", INSTALL 30"

525+97 REPLACE 40 44 30 4.4% 526+02.2 14.8 1781.7 525+87.7 26.6 1779.8 REMOVE EXISTING 24", INSTALL 30"

540+69 REPLACE 40 44 30 5.7% 540+69.1 16.1 1784.2 540+70.0 28.3 1781.7 REMOVE EXISTING 24", INSTALL 30"

548+93 LENGTHEN 4 24 7.0% 548+91.8 17.3 1755.4 548+93.7 27.4 1752.2 ADD LENGTH TO OUTLET

556+42 REPLACE 50 40 24 4.1% 556+42.3 19.1 1750.4 556+40.9 20.8 1748.8

560+59 CLEAN 10.2% 560+58.1 11.6 1745.7 560+60.0 43.2 1740.2

573+32 REPLACE 70 50 24 4.0% 573+20.7 21.6 1771.4 573+43.5 22.8 1769.4

575+62 CLEAN 10.2% 575+76.2 20.2 1762.3 575+41.1 29.6 1756.1 FILL UNDER OUTLET TO ENSURE PIPE IS SUPPORTED

586+92 CLEAN 6.4% 586+89.7 21.2 1723.6 586+93.7 21.0 1720.9

593+32 INSTALL 48 24 4.3% 593+31.1 19.8 1728.6 593+32.3 28.2 1726.6

594+68 CLEAN 6.5% 594+66.9 27.5 1723.3 594+69.5 32.7 1719.4

602+81 SEE C-220 57 36 12.6% 602+82.2 28.8 1716.1 602+81.2 27.8 1709.0 17 115 OVERFLOW BARREL 1

603+35 SEE C-220 70 71 58x36 SPP 8.0% 603+35.5 29.0 1710.0 603+33.4 41.8 1704.3 47 142 DICKIES HOLE, STRUCTURAL PLATE PIPE ARCH

603+58 SEE C-220 51 65 36 13.0% 603+56.7 25.5 1715.0 603+60.6 39.3 1706.6 17 131 OVERFLOW BARREL 2

613+51 CLEAN 3.2% 613+49.3 16.1 1706.2 613+53.3 24.5 1704.9

619+45 CLEAN 6.0% 619+27.7 18.3 1699.0 619+65.5 21.3 1695.8 FILL SCOUR AT OUTLET

629+90 REPLACE 58 24 1.3% 629+97.5 25.5 1664.3 629+82.2 30.5 1663.5 REMOVE CULVERT AT 628+78, REPLACE WITH 629+90

632+97 CLEAN 2.5% 632+96.8 19.1 1666.1 632+97.2 21.0 1665.1

637+70 INSTALL 52 24 4.0% 637+70.7 25.5 1661.4 637+69.2 26.4 1659.3

644+95 LENGTHEN 4 24 0.8% 644+92.8 17.9 1655.5 644+98.9 22.7 1655.2 ADD LENGTH TO OUTLET

4/10/2023 2:21 PM 902104 C-032.DWG

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-032

JAB

CCD

SUMMARY OF

CULVERTS

CULVERT SUMMARY - PRINDLE LINE

DESIGN

STATION ACTION REMOVE (LF)

NEW/ADDED

CULVERT

LENGTH (FT)

NEW

CULVERT

DIAMETER

(IN)

FINAL SLOPE

INLET OUTLET

RIPRAP

(CY)

THAW WIRE

INSTALLATION

(LF)

REMARKS

STATION

OFFSET

(FT LEFT)

INVERT

ELEV (FT) STATION

OFFSET

(FT RIGHT)

INVERT

ELEV (FT)

10+43 CLEAN 10.90% 10+45.7 15.7 2182.8 10+39.2 24.1 2178.4

19+58 REPLACE 43 40 36 3.10% 19+58.4 14.8 2174.8 19+58.5 25.2 2173.6 REMOVE EXISTING 24", INSTALL 36"

24+24 REPLACE 40 44 30 3.90% 24+25.9 17.4 2193.7 24+21.9 26.4 2192.0 REMOVE EXISTING 24", INSTALL 30"

32+96 REPLACE 40 38 24 4.00% 32+96.7 15.3 2181.0 32+95.9 22.7 2179.5

37+63 CLEAN 0.10% 37+74.3 23.9 2175.6 37+56.6 14.8 2175.5

45+95 LENGTHEN 4 24 6.10% 45+97.0 17.3 2208.3 45+90.9 26.3 2205.6 ADD LENGTH TO OUTLET

52+97 REPLACE 36 40 24 4.00% 52+98.8 18.6 2212.0 52+95.6 21.2 2210.4

64+45 CLEAN 5.60% 64+46.2 17.9 2234.8 64+42.6 34.4 2231.9

75+44 CLEAN 5.30% 75+46.3 18.9 2252.2 75+42.6 19.3 2250.2

83+92 CLEAN 7.70% 83+92.4 17.2 2265.0 83+91.2 21.2 2262.1

91+95 CLEAN 7.70% 91+96.6 16.5 2286.3 91+92.4 25.8 2283.0

100+90 CLEAN 9.50% 100+92.1 17.5 2304.5 100+86.6 22.4 2300.8

106+93 CLEAN 3.20% 106+93.1 18.1 2306.0 106+93.6 20.2 2304.8

114+93 LENGTHEN 4 24 13.90% 114+92.9 16.2 2311.3 114+93.8 28.3 2305.2 ADD LENGTH TO OUTLET

125+92 CLEAN 17.00% 125+91.5 13.7 2346.1 125+94.9 52.7 2334.8

137+91 CLEAN 10.20% 137+92.0 16.0 2388.2 137+88.7 26.3 2383.9

143+83 INSTALL 40 24 3.00% 143+83.8 14.2 2401.1 143+82.3 25.8 2399.9 INSTALL NEW WITH 143+87

143+87 REPLACE 50 40 24 3.10% 143+87.8 14.1 2401.1 143+86.3 26.5 2399.9 REPLACE AND ADD 143+83

154+90 REPLACE 36 36 30 4.10% 154+90.8 15.5 2433.3 154+88.9 20.5 2431.8 REMOVE EXISTING 24", INSTALL 30"

163+91 REPLACE 38 40 30 3.90% 163+91.4 17.7 2433.8 163+91.5 22.4 2433.8 REMOVE EXISTING 24", INSTALL 30"

175+92 REPLACE 40 40 24 5.10% 175+92.4 16.2 2466.0 175+91.8 24.2 2463.9

179+40 CLEAN 6.40% 179+41.3 14.7 2470.4 179+37.0 22.8 2468.0

189+57 CLEAN 11.10% 189+58.4 18.5 2463.3 189+55.4 26.2 2458.4

197+95 CLEAN 8.40% 197+95.5 12.1 2463.2 197+95.0 36.5 2459.2

202+28 REPLACE 40 42 30 3.40% 202+28.3 16.8 2470.20 202+27.8 25.2 2468.8 REMOVE EXISTING 24", INSTALL 30"

206+27 REPLACE 38 46 24 4.20% 206+26.6 16.0 2475.4 206+26.4 29.9 2473.5

212+92 CLEAN 2.20% 212+95.7 16.8 2479.4 212+86.0 22.2 2478.5

CULVERT NOTES

1. CULVERT LOCATIONS AND ORIENTATION ARE SUBJECT TO MINOR REVISIONS BY THE ENGINEER.

2. WHERE NEW CULVERT MARKER POSTS ARE TO BE INSTALLED, REMOVE AND DISPOSE OF THE EXISTING CULVERT MARKER POSTS. DISPOSAL OF OLD MARKER POSTS IS

SUBSIDIARY TO CULVERT MARKER POST REMOVAL.

3. DITCH WORK AND RE-GRADING REQUIRED FOR NEW CULVERTS IS SUBSIDIARY TO THE CONSTRUCTION OR RECONSTRUCTION OF CULVERTS AND STORM DRAIN PIPE.

4. DEWATERING FOR CULVERT INSTALLATION WILL NOT BE MEASURED DIRECTLY FOR PAYMENT AND IS SUBSIDIARY TO THE CONSTRUCTION OR RECONSTRUCTION OF

CULVERTS AND STORM DRAIN PIPE.

5. DISPOSAL OF EXCESS EXCAVATION IS SUBSIDIARY.

6. INSTALL NEW CULVERTS IN ACCORDANCE WITH INSTALLATION DETAILS AS SHOWN IN THE PLANS.

7. CULVERT INLET, OUTLET, AND LENGTH COLUMNS PERTAIN TO INSTALLATION OF NEW CULVERTS. MARKER POST AND THAW WIRE PERTAIN TO NEW AND EXISTING

CULVERTS.

8. CONSTRUCT RIPRAP APRON, BEDDING, AND BACKFILL AS SHOWN ON THE PLANS.

9. INSTALL NEW THAW WIRES AS SCHEDULED IN THE CULVERT SUMMARY TABLE. LISTED LENGTH ALLOWS 10' BEYOND THE SHOULDER OF THE ROAD AT EACH END.

10. INSTALL CULVERTS WITH A MINIMUM CAMBER EQUAL TO 1% OF THE LENGTH OF THE PIPE, OR AS DIRECTED BY THE ENGINEER.

11. WHERE APRONS ARE NOT SPECIFIED, MINIMIZE DISTURBANCE TO THE VEGETATIVE MAT AROUND THE CULVERT ENDS, BUT CLEAR AND GRADE AS NEEDED TO ENSURE

PROPER DRAINAGE.

CULVERT SUMMARY - MT. PRINDLE CAMPGROUND

DESIGN

STATION ACTION REMOVE (LF)

NEW/ADDED

CULVERT

LENGTH (FT)

NEW

CULVERT

DIAMETER

(IN)

FINAL SLOPE

INLET OUTLET

RIPRAP

(CY)

THAW WIRE

INSTALLATION

(LF)

REMARKS

STATION

OFFSET

(FT LEFT)

INVERT

ELEV (FT) STATION

OFFSET

(FT RIGHT)

INVERT

ELEV (FT)

5+08 CLEAN 3.1% 5+24.2 17.2 2487.4 4+96.2 14.8 2486.0

7+79 CLEAN 1.9% 7+88.2 17.3 2493.4 7+67.4 19.8 2492.6

11+17 CLEAN 2.5% 11+34.8 21.9 2498.8 11+04.7 15.9 2497.6

13+89 CLEAN 1.3% 14+04.9 22.1 2504.5 13+73.9 14.4 2503.9 INLET ON RIGHT, OUTLET LEFT

CULVERT QUANTITIES

LINE

SPP

LENGTH

(FT)

CSP LENGTH (FT)

REMOVE

(LF) CLEAN (EA) RIPRAP

(CY)

CULVERT

MARKER

POSTS (EA)

THAW WIRE

INSTALLATION

(LF)

DITCH

CLEANING (LF)

58" x 36" 24" 30" 36" 72"

OPHIR 71 854 134 170 150 981 48 303 182 3569 31444

ADMIN ACCESS 0 0 0 50 0 0 0 0 2 0 0

OPHIR CAMPGROUND 0 35 0 0 0 34 9 0 20 0 0

PRINDLE 0 252 162 4 0 401 16 0 54 0 11300

PRINDLE CAMPGROUND 0 0 0 0 0 0 4 0 8 0 0

TOTAL 71 1141 296 224 150 1416 77 303 266 3569 42744

DITCH CLEANING - PRINDLE LINE

START END TOTAL (FT)

19+00 33+50 1450

52+50 115+50 6300

175+50 176+50 100

179+00 213+50 3450

TOTAL 11300

NOME CREEK ROAD

601+50

602+00

602+50

603+00

603+50

604+00

604+50

605+00

INSTALL CLASS I RIPRAP, TYP.

C-702

INSTALL 36 X 56'

CMP CULVERT

INSTALL 36" X 65'

CMP CULVERT

INSTALL 58" X 36" PIPE

ARCH CULVERT. ENDS

MITERED TO FILL

SLOPE, TYP. 1715

15 1720

1716 17

24 4

C-702

-3.0:1

-3 .0

-3.0:1

-2 .0

INSTALL CLASS I

RIPRAP IN BOTTOM OF

BASIN

C-22022001

22002

22003

22004

70'-0"

130'-0"

-0

'-0

NEAT LINE, TYP.

BACKSLOPE TO STREAM CHANNEL SHALL

GENERALLY MATCH SURROUNDING TOPOGRAPHY

AND SHALL TIE IN SMOOTHLY WITH NATURAL

STREAM CHANNEL

EROSION UNDER AND

AROUND CULVERT

OUTLET, TYP.

REMOVE AND

REPLACE (2)

EXISTING

CULVERTS

REMOVE

ACCUMULATED

SEDIMENT IN

THIS AREA.

602+50

603+00

603+50

604+00

C-220

15 1720

1716 17

POINT TABLE

POINT #

22001

22002

22003

22004

NORTHING

4156388.31

4156368.97

4156399.09

4156412.57

EASTING

1478677.32

1478746.74

1478743.65

1478700.85

ELEVATION

1711.00

1712.00

DESCRIPTION

4/12/2023 2:56 PM 902104 C-220 - DICKIES HOLE.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

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NOME CREEK

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D E S I G N A

L A

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Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-220

CBP

CCD/JAB

ARCH CULVERT PLAN

AND TEMPORARY

TRAFFIC DIVERSION

DICKIE'S HOLE

STA. 603+50

EXISTING CONDITIONS - DICKIE'S HOLE1

C-220 1" = 20'

NOTES

1. DEWATER THE EXCAVATION AS NECESSARY. DO NOT DISCHARGE SILT LADEN WATER INTO

SURFACE WATERS OR ONTO AREAS SUSCEPTIBLE TO EROSION. PUMPS MAY BE REQUIRED TO

TRANSPORT DEWATERING DISCHARGE TO A FLAT VEGETATIVE AREA TO PREVENT EROSION

AND SILTATION OF SURFACE WATERS.

2. FROZEN AREAS, ICE LENSES, AND SATURATED SOILS MAY BE ENCOUNTERED.

3. FINAL LOCATION OF CULVERTS TO BE AS APPROVED BY THE ENGINEER.

4. TEMPORARY TRAFFIC DIVERSION MAY BE REQUIRED TO COMPLETE WORK. TEMPORARY

TRAFFIC DIVERSION LAYOUT IS SHOWN ON C-706 AS EXAMPLE. ALTERNATE LAYOUTS ARE

PERMISSIBLE AS LONG AS THEY MEET THE MINIMUM DIVERSION, RECLAMATION, AND TRAFFIC

CONTROL REQUIREMENTS SHOWN ON C-706 AND ELSEWHERE IN THE PLANS.

5. CONTRACTOR SHALL CONSTRUCT TEMPORARY STREAM DIVERSION AS NECESSARY TO

COMPLETE WORK. TEMPORARY STREAM DIVERSION SHALL NOT RESULT IN UNMANAGED

EROSION OF ROAD EMBANKMENTS OR EXISTING SOILS OR SILTATION OF SURFACE WATERS.

LINE TEMPORARY STREAM DIVERSIONS WITH PLASTIC OR CULVERT TO PREVENT EROSION.

ALTERNATE LAYOUTS AND CONSTRUCTION METHODS ARE PERMISSIBLE AS LONG AS THEY

MEET THE MINIMUM DIVERSION AND RECLAMATION REQUIREMENTS DESCRIBED IN THE

STORM WATER PREVENTION PLAN (SWPPP).

6. SWPPP CONTROL SHALL BE IN PLACE PRIOR TO CONSTRUCTION.

7. MINIMIZE DISTURBANCE DURING CONSTRUCTION. DISTURBANCE SHALL NOT OCCUR OUTSIDE

OF THE NEAT LINE SHOWN ON THE PLANS. ALL DISTURBED AREA SHALL BE GRADED TO BLEND

WITH ADJACENT AND REVEGETATED WITH THE SPECIFIED SEED MIX.

8. EXCAVATED SEDIMENT AND OTHER UNSUITABLE MATERIAL SHALL BE WASTED ON THE

DOWNHILL SLOPE OF THE ALIGNMENT WHERE ADDITIONAL FILL COULD DECREASE THE FILL

SLOPE. EVENLY SPREAD AND REVEGETATE ALL WASTED MATERIAL WITH SPECIFIED SEED MIX.

PROVIDE CLEAN, VEGETATED, AND EROSION RESISTANT FINISH SLOPE.

CULVERT INSTALLATION AND TEMPORARY DIVERSION PLAN2

C-220 1" = 20'

APPROXIMATE EARTHWORK VOLUMES

UNCLASSIFIED EXCAVATION: 448 CY

RIPRAP: 210 CY

NOTES

1. ALL DISTURBED SOILS SHALL BE FINE GRADED AND

REVEGETATED WITH THE SPECIFIED SEED MIXTURE.

RIPRAP, CLASS I

SEPARATOR

GEOTEXTILE

SLOPE PER PLANS TO

MATCH EXISTING GRADE

EXISTING GRADE

BASIN RIPRAP INSTALLATION3

C-220 NO SCALE

2'-0"

C-220

PC: 5

+8 4.7

: 5

PT:

.25

PC: 5

+0 6.3

NOME CREEK ROAD

DICKIES HOLE SITE.

SEE C-220 FOR

EXCAVATION AREA.

ADMINISTRATIVE

ACCESS ROAD

WORK AREA.

NOME CREEK

EXCESS EXCAVATION DISPOSAL

542+00 TO 556+25

EXCESS EXCAVATION DISPOSAL

562+00 TO 564+00

530+00

532+00

534+00

536+00

538+00

540+00

542+00

544+00

546+00

548+00

550+00

552+00

554+00

556+00

558+00

560+00

562+00

564+00

566+00

568+00

570+00

572+00

574+00 576+00578+00

580+00 582+00

584+00 586+00

588+00

590+00

592+00

594+00

596+00

598+00

600+00

602+00

604+00

4/12/2023 2:56 PM 902104 C-221 - DICKIES HOLE EXCESS FILL.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

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NOME CREEK

ROAD REPAIR

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D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-221

CBP

CCD/JAB

DICKIE'S HOLE

EXCESS EXCAVATION

DISPOSAL PLAN

GENERAL NOTES

1. EXCAVATED SEDIMENT AND OTHER UNSUITABLE MATERIAL FROM DICKIE'S HOLE SHALL BE

WASTED ON THE DOWNHILL SLOPE OF THE ALIGNMENT WHERE ADDITIONAL FILL COULD

DECREASE THE FILL SLOPE. EVENLY SPREAD AND REVEGETATE ALL WASTED MATERIAL WITH

SPECIFIED SEED MIX. PROVIDE CLEAN, VEGETATED, AND EROSION RESISTANT FINISH SLOPE.

DICKIE'S HOLE EXCESS EXCAVATION PLAN1

C-221 1" = 250'

NOTES

1. ALL DISTURBED SOILS SHALL BE FINE GRADED AND

REVEGETATED WITH THE SPECIFIED SEED MIXTURE.

2. TRACK WALK AND HYDROSEED.

EXCESS EXCAVATION MATERIAL.

3:1 SLOPE MAX

EXISTING GRADE

EXCESS EXCAVATION DISPOSAL TYPICAL SECTION2

C-221 NO SCALE

NOME CREEK ROAD

FILL SLOPE

: 1

176+00

176+50

177+00

177+50

178+00

178+50

179+00

179+50

180+00

180+50

181+00

181+50

C230

MOOSE CREEK

NOME CREEK ROAD

(E) SIGN, TYP

INSTALL CLASS I RIPRAP OVER

EXISTING GRADE FLUSH WITH TOP

OF CONCRETE CULVERT APRON.

INSTALL CLASS I RIPRAP,

FLUSH WITH CONCRETE

CULVERT APRON.

REMOVE AND

REPLACE THAW

WIRE, TYP

EXISTING STREAM

CHANNEL

ADD CLASS I RIPRAP

IN THIS AREA

ADD CLASS I RIPRAP

IN THIS AREA.

NEAT LINE, TYP.

'-0

EXISTING RIPRAP

APRON, TYP.

(E) OVERFLOW BARREL 1.

REMOVE AND REPLACE

THAW WIRE, TYP.

(E) OVERFLOW BARREL 2

(E) OVERFLOW BARREL 3

(E) OVERFLOW BARREL 4

(E) OVERFLOW BARREL 5

10'-0"

14'-0"

'-0

C-230

'-0

70'-0"

4/12/2023 3:00 PM 902104 C-230 - MOOSE CREEK.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

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NOME CREEK

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A S

K A

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-230

CCD

CULVERT REPAIRS

MOOSE CREEK

STA. 178+50

CULVERT REPAIRS - MOOSE CREEK1

C-230 1" = 20'

GENERAL NOTES

1. FINAL LOCATION OF RIPRAP SHALL BE AS APPROVED BY THE ENGINEER.

2. SWPPP CONTROL SHALL BE IN PLACE PRIOR TO CONSTRUCTION.

3. MINIMIZE DISTURBANCE DURING CONSTRUCTION. DISTURBANCE SHALL NOT OCCUR

OUTSIDE OF THE NEAT LINE SHOWN ON THE PLANS. ALL DISTURBED AREA SHALL BE

GRADED TO BLEND WITH ADJACENT AND REVEGETATED WITH THE SPECIFIED SEED

MIX.

CHANNEL PROFILE2

C-230 NOT TO SCALE

EXISTING RIPRAP SURFACE

ADD CLASS I RIPRAP OVER TOP OF

EXISTING UNTIL A DEPTH OF 2' IS

ACHIEVED OR UNTIL FLUSH WITH

CULVERT OUTLET.

2' T

EXISTING OVERFLOW BARREL

APPROXIMATE EARTHWORK VOLUMES

RIPRAP: 30 CY

: 3

+0 0.

303+00

303+50 304+00

304+50

305+00

305+50

306+00

306+50

T W

10'-0"

TYP

10'-0"

TYP.

OVERFLOW BARREL 2

OVERFLOW BARREL 4

PLACE CLASS I RIPRAP

OVER EXISTING IN THIS

AREA APPROX. 4 CY

EXISTING RIP RAP LINED

CATCHMENT CHANNEL

EXISTING 10' DIA. CULVERT

REPLACE THAW WIRE

OVERFLOW BARREL 3

GROUT TO FILL GAP UNDER

BARREL AT INLET, TYP.

OVERFLOW BARREL 1

GROUT INLET TO FILL

GAP AT CONCRETE

APRON

C231

NEAT LINE, TYP.

C-231

2 & 3 C-231

4/12/2023 1:35 PM 902104 C-231 E TWIN CREEK (2).DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

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NOME CREEK

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D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-231

CBP

CCD

CULVERT REPAIRS

EAST TWIN CREEK

STA. 304+00

CULVERT REPAIRS - EAST TWIN CREEK1

C-231 1" = 20'

REPLACE RIPRAP CLASS I TO MATCH

ORIGINAL PROFILE

FILL SLOPE

RAISE EDGES TO BE FLUSH

WITH EXISTING SLOPE

EXISTING RIPRAP SURFACE

EXISTING CHANNEL BOTTOM

EXISTING GEOTEXTILE

CULVERT

CENTERLINE

EXISTING RIPRAP SURFACE

(E) OVERFLOW BARREL

REPLACE RIPRAP CLASS I TO MATCH

ORIGINAL PROFILE AS SHOWN

EXISTING GEOTEXTILE

MATCH EXISTING SLOPE

CULVERT MARKER POST

10'

CHANNEL CROSS-SECTION2

C-231 NOT TO SCALE

CHANNEL PROFILE3

C-231 NOT TO SCALE

GENERAL NOTES

1. SWPPP CONTROLS SHALL BE IN PLACE PRIOR TO CONSTRUCTION.

2. MINIMIZE DISTURBANCE DURING CONSTRUCTION. DISTURBANCE SHALL NOT OCCUR OUTSIDE OF THE NEAT LINE SHOWN ON THE PLANS. ALL DISTURBED AREA SHALL BE GRADED TO BLEND WITH ADJACENT

AND REVEGETATED WITH THE SPECIFIED SEED MIX.

GROUT REPAIRS4

C-231 NOT TO SCALE

FILL CRACKING AND SCOUR HOLES

BELOW CULVERT WITH GROUT.

CONCRETE CULVERT WALL

CULVERT

NOTES

1. PROTECT GROUTING UNTIL FULLY CURED. APPLY AS MANY COATS AS

NECESSARY TO FILL CRACKS AND SCOUR HOLES.

EXISTING HEADWALL

PC: 335+05.30

PT: 339+46.80

334+00

334+50

335+00

335+50 336+00

336+50

337+00

337+50

338+00

338+50

339+00

OVERFLOW BARREL 2

GROUT UNDER BOTTOM OF

PIPE TO HEADWALL AT INLET

OVERFLOW BARREL 3

OVERFLOW BARREL 5

GROUT BETWEEN BOTTOM OF

PIPE AND TOEWALL AT OUTLET

OVERFLOW BARREL 1

EXISTING 8' DIA. CULVERT

INSTALL THAW WIRE

OVERFLOW BARREL 4 1865

'-0

10'-0",TYP.

E, T

GROUT BETWEEN BOTTOM OF

NEW PIPE AND TOEWALL AT

OUTLET AND INLET

4/12/2023 1:41 PM 902104 C-232 W TWIN CREEK (2).DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

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NOME CREEK

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L A

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Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-232

CBP

CCD

CULVERT REPAIRS

WEST TWIN CREEK

STA. 337+00

CULVERT REPAIRS - WEST TWIN CREEK1

C-232 1" = 20'

GENERAL NOTES

1. SWPPP CONTROLS SHALL BE IN PLACE PRIOR TO CONSTRUCTION.

2. MINIMIZE DISTURBANCE DURING CONSTRUCTION. DISTURBANCE SHALL NOT OCCUR OUTSIDE OF THE NEAT LINE SHOWN ON THE PLANS. ALL DISTURBED AREA SHALL BE GRADED TO BLEND WITH ADJACENT

AND REVEGETATED WITH THE SPECIFIED SEED MIX.

(3) EXISTING 36" CMP

(E) PRIVY AND TRASH

RECEPTACLES

(E) 24" CMP

(E) 36" CMP

(E) PRIVY AND TRASH

RECEPTACLES

(E) 36" CMP

(E) 24" CMP

FEE STATION

(E) 36" CMP

(E) PRIVY AND TRASH

RECEPTACLES

(E) 24" CMP

INSTALL

APPROX.125 LF

OF EROSION

PROTECTION

RESURFACING

TRANSITION, TYP

C-240

A-100

SEASONAL

FLOOD

ZONE

OPHIR ALIGNMENT START OF CONNECTION

'-0

661+67

645+14

646+00

647+00

648+00

654+00

655+00

656+00 657+00

658+00

659+00

660+00

661+00

645+14 634+00

635+00

636+00 637+00

638+00

639+00

640+00

641+00

642+00 643+00

644+00

645+00

13+45

0+00

2+00

3+004+00

5+00 6+

7+008+00

9+00

10+00

11+00

12+00

13+00

OPHIR ALIGNMENT

STATION OF

CONNECTION = 642+60

19+45

0+00

1+00

2+00

3+00

4+00

5+00 6+00

12+00

14+00

15+00

16+00

17+00

18+00

19+00

STATION OF

CONNECTION=

OC1 2+30

EXTENT OF OPHIR

CAMPGROUND ROAD

RESURFACING

(E) PRIVY AND TRASH

RECEPTACLES

RIPRAP APRON

C-240

OC1

OC2

ARMOR OVERTOPPING

LOCATIONS WITH

CLASS III RIPRAP

ARMOR SAG OF ROAD

WITH CLASS I RIPRAP

OVERFLOW DIRECTION FROM NOME CREEK

SURFACE COURSE

4/12/2023 3:12 PM 902104 C-240 - OPHIR CREEK CAMPGROUND.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

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NOME CREEK

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D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-240

CCD

PROPOSED

IMPROVEMENTS

OPHIR CREEK

CAMPGROUND

OPHIR CREEK CAMPGROUND IMPROVEMENTS1

C-240 1" = 100'

OPHIR CREEK CAMPGROUND ROAD EROSION PROTECTION2

C-240 NO TO SCALE EDGE OF ROAD

MAX 5% TRANSITION TO

EXISTING GRADE

ROAD RESURFACING TRANSITION3

C-240 NOT TO SCALE

EXISTING GRADE

SURFACE

COURSE CAMPSITE / PULL OUT

NOTES

1. TRANSITION RESURFACING COURSE TO EXISTING GRADE AT

CAMPSITES AND PULLOUTS AT 5% MAX.

2. SURVEY EXISTING AND FINAL GRADES IN ACCORDANCE

WITH SPECIFICATION 01 70 00.

NOTES

1. PROTECT EXISTING CULVERTS AND ENSURE WATER FLOW IS

NOT OBSTRUCTED.

NOTES

1. RE-SHAPE ROAD PRISM AS NEEDED

OPHIR CREEK CAMPGROUND RIPRAP APRON4

C-240 NOT TO SCALE

RIPRAP, CLASS I

2' MIN. DEPTH

CULVERT

15'

RIPRAP, CLASS I

SEPARATOR

GEOTEXTILE

FILL SLOPE

CULVERT,TYP.

PLAN VIEW

SECTION VIEW

2'-6" M

2' -0

'-0

10', TYP.

RIPRAP APRON CONSTRUCTION NEAT LINE

NOTES:

REMOVE AND REPLACE SIGN PER DETAILS 1,2,3 DEPICTED ON DRAWING

C-700. INSTALL BRACING PER DRAWING C-700

LAUNCHING BOATS WITH

PROHIBITED

MOTORS GREATER THAN

15 HORSEPOWER IS

IN NOME CREEK VALLEY

IN FIRE RINGS

ONLY

Ophir Creek Campground

WHITE MOUNTAINS

NATIONAL RECREATION AREA

U.S. DEPARTMENT OF THE INTERIOR

Bureau of Land Management

IMAGE

DO NOT

ENTER

YIELD

ONE

WAY

ONE

WAY

DO NOT

ENTER

APPROXIMATE

EARTHWORK VOLUMES

UNCLASSIFIED EXCAVATION: 0 CY

CLASS I RIPRAP: 260 CY

CLASS III RIPRAP: 25 CY

STRUCTURAL FILL: 20CY

SURFACE COURSE: 1350 CY

214+49

212+00

212+50

213+00

213+50

214+00

MT. PRINDLE TRAILHEAD

(E) PRIVY AND

TRASH

RECEPTACLES

(E) 36" CMP

(E) WATER PUMP

ON CONCRETE

PAD

(E) PRIVY

AND TRASH

RECEPTACLES

(E) PRIVY

(E) FEE STATION AND

TRASH RECEPTACLE

(E) 24" CMP

PRINDLE ALIGNMENT

START OF CONNECTION= 214+49

(E) 24" CMP

WELL PATHWAY

REPLACEMENT

EXTENT OF ROAD

RESURFACING

A-100

1 & 4 C-250

20'-0"

214+49 214+50

215+00

215+50

216+00

222+00

222+50

223+00 223+50

224+00 224+50

226+00

226+50

227+00

227+50228+00

228+50

233+50

238+50

238+65

ROAD RESURFACING

TRANSITION, TYP. OF

EDGE OF CAMPSITES

AND PULL-OUTS

6" M

SURFACE COURSE

RAISE GRADE AS NEEDED

WITH STRUCTURAL FILL

EXISTING

GROUND

6' MIN

3% 3%

EXISTING GRADE

B P

: 0 +0

E P

: 1 +0

0+00 0+50 1+001+00

REMOVE AND REPLACE

CONCRETE PAD AROUND

WELL HEAD. PROTECT

EXISTING WELL HEAD

DURING CONSTRUCTION

AND INSTALL NEW

WATER HAND PUMP.

PATHWAY

SIGN POST

STA=220+36.90

OFF=9.15 L

STA=232+93.32

OFF=7.33 L

-0+05 0+00 0+50 1+00 1+05

1.18%

-4.00%

G R

A D

E B

R E

A K

=0 +0

V =2

G R

A D

E B

R E

A K

=1 +0

V =2

PVI STA:0+50.00

PVI ELEV:2498.19

K:3.86

LVC:20.00

B V

C S

: 0 +4

B V

C E

: 2

E V

C S

: 0 +6

E V

C E

: 2

FINISH GRADE

EXISTING GRADE

MATCH EXISTING

GRADE

MATCH EXISTING

GRADE

4/12/2023 3:17 PM 902104 C-250 - MT. PRINDLE CAMPGROUND.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

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Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-250

GRO

CCD

PROPOSED

IMPROVEMENTS

MT. PRINDLE

CAMPGROUND

MT. PRINDLE CAMPGROUND IMPROVEMENTS3

C-250 1" = 60'

WELL PATH TYPICAL SECTION1

C-250 1" = 5'

ROAD RESURFACING TRANSITION2

C-250 NOT TO SCALE

WELL PATH PLAN AND PROFILE4

C-250 1" = 10' HORIZONTAL, 1" = 1' VERTICAL

EDGE OF ROAD

MAX 5% TRANSITION TO

EXISTING GRADE

SURFACE

COURSE

CAMPSITE / PULL-OUT

NOTES

1. TRANSITION RESURFACING COURSE TO EXISTING GRADE AT

ALL CAMPSITES AND PULL-OUTS AT 5% MAX.

2. INCLUDE SURVEY OF EXISTING AND FINAL GRADES IN

ACCORDANCE WITH SPECIFICATION 01 70 00

C-704

NOTES

1. RE-SHAPE ROAD PRISM AS NEEDED

2. SURVEY EXISTING AND FINAL GRADE PER SPECIFICATION 01 70 00.

NEW WELL PUMP PAD

1 & 2 C-704

C-250

DO NOT

ENTER

NOTES:

REMOVE AND REPLACE SIGN PER DETAILS 1,2,3 DEPICTED ON DRAWING

C-700. INSTALL BRACING PER DRAWING C-700

ONE

WAY 1

ONE

WAY 1

PROTECT SIGN

ONE

WAY1

APPROXIMATE

EARTHWORK VOLUMES

UNCLASSIFIED EXCAVATION: 0 CY

STRUCTURAL FILL: 20CY

SURFACE COURSE: 80 CY

ADMINISTRATIVE ACCESS ROAD AREA

OPHIR CREEK CAMPGROUND

550+00

560+00

570+00

580+00

590+00

600+00

610+00

620+00

630+00640+00 645+14

NOME CREEK

OPHIR LINE

1687168816

TO NOME CREEK ROAD

NG A

REA

2/22/2024 5:02 PM 902104 C-260 - ADMIN ACCESS ROAD.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

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NOME CREEK

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REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-260

GRO

CCD

EXISTING

CONDITIONS

ADMINISTRATIVE

ACCESS ROAD

WORK AREA

VICINITY MAP1

C-260 NO SCALE

ADMINISTRATIVE ACCESS ROAD WORK AREA2

C-260 1"=40'

BUILDING

STOCKPILE

BLM ADMINISTRATIVE ACCESS ROAD

POND

NOME CREEK

BUILDING

STOCKPILE

0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00

0.36% -0.07%

-2.00%

PVI STA:3+45.36

PVI ELEV:1687.96

K:84.74

LVC:200.00

B V

C S

: 2 +4

B V

C E

: 1

E V

C S

: 4 +4

E V

C E

: 1

PVI STA:6+00.13

PVI ELEV:1688.87

K:468.07

LVC:200.00

B V

C S

: 5 +0

B V

C E

: 1

E V

C S

: 7 +0

E V

C E

: 1

FINISH GRADE

EXISTING GRADE36" CMP

MATCH EXISTING GRADE

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50

881689

1690 1688 1688

(E) POND

NEAT LINE, TYP.26102 26103

26104 26105

26106 26107

26109

2611026111

26108

26112 26113

4/12/2023 1:52 PM 902104 C-261A - ADMIN ACCESS ROAD_1_RECOVER.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

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601 College Road Fairbanks AK 99701 907.452.1241

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REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-261

CCD

ADMINISTRATIVE

ACCESS ROAD

PLAN & PROFILE

ADMINISTRATIVE ACCESS ROAD PLAN AND PROFILE1

C-261 HORIZONTAL: 1" = 40, VERTICAL: 1"= 4'

1. MINIMIZE DISTURBANCE DURING CONSTRUCTION. DISTURBANCE

SHALL NOT OCCUR OUTSIDE OF THE NEAT LINE SHOWN ON THE PLANS.

ALL DISTURBED AREA SHALL BE GRADED TO BLEND WITH ADJACENT

AND REVEGETATED WITH THE SPECIFIED SEED MIX OR RESTORED

WITH CRUSHED AGGREGATE SURFACE COURSE ON DRIVE SURFACES.

2. COORDINATE WITH BLM FOR WHEN ADMINISTRATIVE ACCESS ROAD

WILL BE CLOSED TO AIRCRAFT PRIOR TO BEGINNING CONSTRUCTION

ACTIVITIES.

3. SWPP CONTROLS SHALL BE IN PLACE PRIOR TO CONSTRUCTION.

4. DRAINAGE CHANNEL SIDE SLOPES SHALL BE 3:1 MAX . SIDE SLOPES

AND BASE OF DRAINAGE CHANNEL SHALL BE BE REVEGETATED WITH

THE SPECIFIED SEED MIX AND STABILIZED PER SECTION 272-2.02 OF

THE 2020 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

5. DAYLIGHT CHANNEL SIDE SLOPES SHALL BE 3:1 MAX AND BE

REVEGETATED WITH THE SPECIFIED SEED MIX.

12'-0"

4" CRUSHED AGGREGATE SURFACE COURSE

ADMINISTRATIVE ACCESS ROAD TYPICAL SECTION2

C-261 1" = 40'

12'-0"

3% 3%

HINGE POINT

1. FINE GRADE TO MATCH EXISTING SURFACE PER THE PLANS AT

INTERSECTIONS AND SECTIONS WHERE THE ROAD WIDENS.

GENERAL NOTES

ROAD REPAIR NOTES

RAISE GRADE AS NEEDED WITH STRUCTURAL FILL

EXISTING GRADE

POINT TABLE

POINT #

26102

26103

26104

26105

26106

26107

26108

26109

26110

26111

26112

26113

NORTHING

4154988.14

4154843.06

4154884.22

4154850.44

4154811.70

4154466.95

4154410.75

4154751.14

4154725.61

4154916.51

4154961.29

4154452.18

EASTING

1481222.21

1481337.20

1481395.65

1481421.62

1481378.12

1481644.12

1481571.15

1481309.29

1481270.94

1481128.57

1481202.04

1481606.16

DESCRIPTION

NEAT

START ALIGNMENT

END ALIGNMENT

CUT: 65 CY

SURFACE COURSE: 280 CY

STRUCTURAL FILL: 1,262 CY

APPROXIMATE EARTHWORK VOLUMES

(E) BUILDING

NOME CREEK

NEAT LINE TYP.

(E) STOCKPILE

(E) STOCKPILE TO

REMAIN IN PLACE

CUT 4' WIDE DAYLIGHT

CHANNEL, SEE

GENERAL NOTES

CUT 4' WIDE DAYLIGHT

CHANNEL, SEE

GENERAL NOTES

36" CMP 50' LONG

STA: 3+04

OFFSET : 25'L

INV ELEV: 1684.5'

C-702

(E) BUILDING

COMMON FILL, TYP

US CREEK ROAD

NOME CREEK

(E) DAMAGED 3'X3'

GABION BASKETS

(E) NOME CREEK BRIDGE

(E) STEEL PILING

RETAINING WALL,

TYP

INSTALL CLASS III RIP

RAP IN THIS AREA.

(E) METAL GUARD

RAILS, TYP BOTH

SIDES

(E) CONCRETE CAPPED

STEEL PILING ABUTMENT

INSTALL

CLASS III

RIP RAP IN

THIS AREA

(E) MATERIAL

STOCK PILE

'-0

47'-0"

C270

APPROX. HIGH WATER

PLACE CLASS III RIPRAP

AT TOE OF RUPTURED

GABIONS. SEE NOTES.

DAMAGED EXISTING

GABIONS. SEE NOTES.

-6

" A B

O V

E B

A S

E O

F G

A B

UNDERCUT AREAS

2/22/2024 5:05 PM 902104 C-270 - NOME CREEK BRIDGE EROSION REPAIR.DWG

902104

23 FEB 2024

COMM. NUMBER

ISSUE DATE

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

NOME CREEK

ROAD REPAIR

REGISTERED PROFESSIONA L ENGINEER

D E S I G N A

L A

S K

Charles Cutter Degerlund

No. CE124811 23-Feb-2024

C-270

CCD

NOME CREEK

BRIDGE

EROSION REPAIR

NOME CREEK BRIDGE EROSION REPAIR1

C-270 1" = 20'

GABION REPAIR SECTION2

C-270 NOT TO SCALE

C-270

APPROXIMATE

EARTHWORK VOLUMES

CLASS III RIPRAP: 35 CY

GENERAL NOTES

1. ALL DISTURBED SOILS SHALL BE FINE GRADED AND RESTORED TO MATCH WITH

EXISTING. DISTURBANCE SHALL BE LIMITED TO GREATEST EXTENT POSSIBLE DURING

CONSTRUCTION.

2. CONTRACTOR SHALL PLACE RIPRAP AT BASE OF GABION BASKETS AS DELINEATED ON

THE PLAN.

3. RIPRAP SHALL FORM A CONTINUOUS BARRIER ALONG BASE OF GABIONS TO MITIGATE

FUTURE DAMAGE FROM STREAM FLOW.

4. WORK AROUND EXISTING GABION BASKETS SHALL NOT RESULT IN FURTHER DAMAGE

OF BASKETS, RETAINING WALLS OR ANY ELEMENT OF BRIDGE STRUCTURE.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR…

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File details come from the government source that posted it. Updated Mar 27, 2024.