Charleston Jarbidge Bridge Drawings.pdf

FOREST LOCATION MAP PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

CHARLESTON JARBIDGE BRIDGE REPLACEMENT

FROM ELKO, NV DRIVE NORTHWEST ON NV-225 N (MOUNTAIN CITY HWY) FOR 54 MILES.

TURN RIGHT (EAST) ON N FORK CHARLESTON ROAD / COUNTY ROAD 746 AND

CONTINUE EAST FOR APPROX. 20 MILES. ROAD WILL CURVE LEFT, CONTUNE NORTH

FOR ANOTHER 2.5 MILES. THE CULVERT IS ALONG CHARLESTON JARBIDGE ROAD /

COUNTY ROAD 746. TOTAL DRIVE TIME IS 2 HOURS AND 6 MINUTES. THE BRIDGE IS

LOCATED AT 41° 42.2' N, 115° 29.0' W

RECOMMENDED BY:

APPROVED:

DISTRICT RANGER DATE

DATE

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NEVADA

ELKO COUNTY

INTERMOUNTAIN REGION

HUMBOLDT-TOIYABE NATIONAL FOREST

RUBY MOUNTAINS, MOUNTAIN CITY, JARBIDGE DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE

G-1 COVERSHEET

G-2 GENERAL NOTES

R-2 REMOVAL

P-1 SITE PLAN AND PROFILE

P-2 TEMP ROAD PLAN AND PROFILE

D-1 DETAILS

FOREST ENGINEER

PROJECT

LOCATION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 9/2

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R4 Intermountain Region

CHARLESTON

JARBIDGE

BRIDGE

REPLACEMENT

HUMBOLDT-TOIYABE

NATIONAL FOREST

RUBY MOUNTAINS, MOUNTAIN CITY,

JARBIDGE DISTRICT

GENERAL NOTES

03/27/2024

T.JORGENSON

T.JORGENSON

J.BURGE

G-2

R-01

02 06

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1. THE CHARLESTON JARBIDGE CULVERT SITE IS BASED ON A LOCAL COORDINATE SYSTEM. SEE TOPOGRAPHIC MAPPING / CONTROL POINTS SHEET FOR CONTROL POINT LOCATIONS AND VALUES. CONTRACTOR SHALL PERPETUATE CONTROL THROUGHOUT CONSTRUCTION. 2. ELEVATIONS SHOWN ARE TOP OF CURB WHEN LOCATED AT THE CURB LINE, OR FINISH GRADE (FINISHED SURFACE) WHEN LOCATED ON AGGREGATE SURFACES 3. FINISH GRADE REPRESENTS THE ELEVATION OF THE FINISHED SURFACE. IF LOCATED IN A LANDSCAPED AREA, THE GRADE REPRESENTS THE FINAL SURFACE ELEVATION. IF TOP SOIL IS TO BE PLACED, THE CONTRACTOR SHALL ADJUST THE ELEVATION SHOWN TO ACCOMMODATE THE ADDITIONAL SOIL OR FINAL PRODUCT. IF SHOWN AT CENTERLINE, THE GRADE REPRESENTS THE FINISHED SURFACE GRADE OF THE AC PAVEMENT. 4. IF NOT OTHERWISE DEPICTED, IMPROVEMENTS SHALL BE SAFETY SLOPED AT A 3H:1V UTILIZING EXCAVATED MATERIAL. 5. EXCESS EXCAVATED MATERIAL THAT IS NOT INCORPORATED INTO THE SITE SHALL BE DISPOSED OF LEGALLY OFF-SITE. 6. AREAS OF DISURBANCE SHALL BE RETURNED TO ORIGINAL GRADE IF NOT OTHERWISE SPECIFIED. 7. APPROXIMATELY 30 CY OF EXCAVATED OF STREAM BED MATERIAL SHALL BE SET ASIDE FOR PLACEMENT AS A SURFACE IN THE NEW CULVERT. MATERIAL SHALL BE HAND PLACED TO A DEPTH OF 6" MINIMUM PRIOR TO ANY POWERED EQUIPMENT BEING OPERATED OVER THE BOTTOM OF THE CULVERT TO PREVENT DAMAGE TO CULVERT (EQUIPMENT TO BE APPROVED BY CO PRIOR TO . 8. EQUIPMENT SHALL NOT DRIVE OVER NEW CULVERT UNTIL A MINIMUM OF 18" OF MATERIAL IS PLACED OVER THE TOP OF THE CULVERT. INITIAL COMPACTION OF MATERIAL PLACED OVER CULVERT SHALL BE COMPACTED WITH A WHACKER / JUMPING JACK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DE-WATERING / ROUTING FLOW IN CHANNEL AROUND THE WORK-SITE. CONTRACTOR SHALL SUBMIT, FOR COR APPROVAL, DEWATERING PLAN.

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1. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION AND SHORING PROCEDURES AND CONFORM TO THE LATEST O.S.H.A. REQUIREMENTS. 3. THE CONTRACTOR SHALL MAINTAIN AN ON-GOING DUST CONTROL PROGRAM, INCLUDING WATERING OF DISTURBED AREAS, IN ORDER TO CONFORM WITH THE LATEST STATE AND FEDERAL AIR POLLUTION REGULATIONS. 4. THE CONTRACTOR SHALL HAVE ALL NECESSARY PERMITS REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK, INCLUDING CONSTRUCTION STORMWATER PERMIT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL CONSTRUCTION MATERIALS SPILLED, ONSITE AND OFFSITE. 6. THE CONTRACTOR SHALL PURSUE THE WORK IN A CONTINUOUS AND DILIGENT MANNER, CONFORMING TO ALL THE PERTINENT SAFETY REGULATIONS, TO INSURE A TIMELY COMPLETION OF THE PROJECT. 7. ALL EXISTING UTILITY LOCATIONS, SIZES, AND DESCRIPTIONS AS SHOWN ON THESE DRAWINGS ARE FROM SURFACE OBSERVATIONS USED IN CONJUNCTION WITH AVAILABLE RECORDS, DRAWINGS, AND WRITTEN OR VERBAL STATEMENTS SUPPLIED BY OTHERS, AND MAY NOT BE WHOLLY ACCURATE OR RELIABLE. 8. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WHICH MAY BE AFFECTED BY THE WORK TO OBTAIN ASSISTANCE IN THE LOCATION OF EXISTING MAINS AND SERVICE CONNECTIONS. 9. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (1-800-227-2600) A MINIMUM OF 2 FULL WORKING DAYS PRIOR TO COMMENCEMENT OF WORK. 10. THE WORK IN THIS CONTRACT INCLUDES ALL WORK SHOWN ON THESE DRAWINGS, DESCRIBED IN THE SPECIFICATIONS, OR REASONABLY IMPLIED, SUBJECT TO SELECTION OF OPTIONS. 11. ALL DIMENSIONS AND DISTANCES ARE TO FRONT FACE OF CURB, FACE OF BUILDING, FACE OF WALL, FLOW LINE, PROPERTY LINE, CENTER OF STRIPING, CENTER LINE OF PIPE, OR END OF IMPROVEMENTS UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL AT ALL TIMES DURING CONSTRUCTION, PROTECT FROM DAMAGE EXISTING IMPROVEMENTS ON AND AROUND THE SITE, INCLUDING, BUT NOT LIMITED TO ASPHALT PAVEMENTS, SIGNAGE, SANITARY SEWERS, WATER MAINS, OVERHEAD POWER LINES AND OTHER UTILITIES WITHIN THE PROJECT AREA. CONTRACTOR SHALL AVOID GOING OUTSIDE THE CONSTRUCTION LIMITS SO AS TO MINIMIZE DISTURBANCE OF EXISTING VEGETATION. 13. THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE REPAIR OF ANY IMPROVEMENTS (EXISTING OR PROPOSED) DAMAGED THROUGHOUT THE COURSE OF CONSTRUCTION. 14. THE CONTRACTOR SHALL, UPON COMPLETION OF THE PROJECT, PREPARE AND SUBMIT TO THE ENGINEER, RECORD DRAWINGS INDICATING BY DIMENSION AND DESCRIPTION ANY FACILITY CONSTRUCTED CONTRARY TO THAT SHOWN ON THESE PLANS. 15. ALL QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL DETERMINE THE QUANTITIES THAT HE DEEMS NECESSARY TO MEET THE MINIMUM REQUIREMENTS SHOWN HEREON THE PLANS. 16. SHOULD AN OBVIOUS PROBLEM BE OBSERVED, THE ENGINEER SHALL BE INFORMED IMMEDIATELY FOR A CORRECTIVE ACTION. 17. NO CONSTRUCTION EQUIPMENT SHALL BE PARKED OR MATERIAL STORED ON CONCRETE OR ASPHALT SURFACES. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION AND SHALL CONFORM TO ALL STATE AND FEDERAL REGULATIONS. 19. CARE HAS BEEN TAKEN IN THE DESIGN TO MINIMIZE DAMAGE TO EXISTING FEATURES. HOWEVER, SOME DEMOLITION MAY BE REQUIRED. CONTRACTOR SHALL RECONSTRUCT SUCH FEATURES TO MATCH THEIR ORIGINAL CONDITION. 20. ITEMS OF WORK FOR WHICH THERE IS NO DIRECT PAY ITEM IN THE SCHEDULE OF ITEMS SHALL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK, AND NO DIRECT PAYMENT SHALL BE MADE THEREFORE. 21. CAMPING MAY BE APPROVED NEAR THE JOB-SITE IN THE LAY-DOWN AREA WITH CAMPING MAY BE APPROVED NEAR THE JOB-SITE IN THE LAY-DOWN AREA WITH COR APPROVAL. NO UTILITIES ARE AVAILABLE FOR CAMPING.

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%%UGENERAL NOTES:

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%%UGRADING NOTES:

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1. NO UTILITIES OR WATER ARE AVAILABLE ON-SITE FOR CONSTRUCTION ACTIVITIES. WATER SHALL NOT BE REMOVED FROM THE STREAM FOR CONSTRUCTION PURPOSES. 2. CAMPING MAY BE APPROVED NEAR THE JOB-SITE IN THE LAY-DOWN AREA WITH COR APPROVAL. NO UTILITIES ARE AVAILABLE FOR CAMPING. 3. CONTRACTOR TO PROVIDE RESTROOM FACILITES FOR WORKERS ON-SITE. 4. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES LOCATED BY CALLING UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 1-800-227-2600.

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%%UUTILITY NOTES:

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%%USITE CLEARING NOTES

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND OR PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES, STRUCTURES, ADJACENT STREETS AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION. 2. VEGETATION FROM SITE CLEARING MAY REMAIN ON-SITE IN A QUANTITY SUFFICIENT FOR SPREADING ON DISTURBED AREAS REQUIRING REVEGETATION. GRINDING/MULCHING OF THE VEGETATION WILL BE REQUIRED PRIOR TO SPREADING.

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1. COORDINATES ARE BASED ON A LOCAL SYSTEM: PT1: NOR: 28778518.01 NOR: 28778518.01 28778518.01 EAS: 683408.58 683408.58 ELEV: 6412.03 6412.03 PT2: NOR: 28778695.27 NOR: 28778695.27 28778695.27 EAS: 683394.36 683394.36 ELEV: 6418.36 6418.36 PT3: NOR: 28778669.82 NOR: 28778669.82 28778669.82 EAS: 683214.69 683214.69 ELEV: 6412.98 6412.98

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%%UCONTROL NOTES:

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%%UBID ITEM DESCRIPTIONS:

0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R4 Intermountain Region

CHARLESTON

JARBIDGE

BRIDGE

REPLACEMENT

HUMBOLDT-TOIYABE

NATIONAL FOREST

RUBY MOUNTAINS, MOUNTAIN CITY,

JARBIDGE DISTRICT

REMOVAL

03/27/2024

T.JORGENSON

T.JORGENSON

J.BURGE

R-1

R-01

03 06

REMOVE EXISTING 12' X 15' TIMBER BRIDGE

W/ CONCRETE ABUTMENTS, WINGWALLS

AND FOOTINGS

EXISTINGTIMBER BRIDGE W/ CONCRETE

ABUTMENTS, WINGWALLS AND FOOGINGS

EXISTING ROAD PROFILE

Feet 0 5 10

76 CREEK

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E

0+

2+

BP

: 0

+0 0.

PI

: 0

+2 3.

PI

: 0

+4 7.

PI

: 0

+5 6.

PI

: 0

+7 1.

PI

: 1

+0 1.

PI

: 1

+1 4.

PI

: 1

+4 5.

81 PI

: 1

+7 2.

42 PI

: 1

+9 8.

11 EP

: 2

+2 1.

0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70

-2.63% 2.88%

ST

A:

+3

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EL

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: 6

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+7

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EL

EV

: 6

1.

PVI STA: 0+82.09

PVI ELEV: 6408.84

K: 9.08

LVC: 50.00

VC

S

TA

: 0

+5 7.

VC

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LE

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9.

VC

S

TA

: 1

+0 7.

VC

E

LE

V:

9.

56LP STA: 0+80.94

LP ELEV: 6409.18

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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R4 Intermountain Region

CHARLESTON

JARBIDGE

BRIDGE

REPLACEMENT

HUMBOLDT-TOIYABE

NATIONAL FOREST

RUBY MOUNTAINS, MOUNTAIN CITY,

JARBIDGE DISTRICT

SITE PLAN AND PROFILE

03/27/2024

T.JORGENSON

T.JORGENSON

J.BURGE

P-1 04 06

Feet 0 5 10

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AutoCAD SHX Text END OF CULVERT UPPER INVERT N:28778592.71 E:683435.71 FL EL:6400.90 TOP PIPE EL:6407.82

AutoCAD SHX Text END OF CULVERT LOWER INVERT N:28778605.65 E:683387.42 FL EL:6399.37 TOP PIPE EL:6406.29

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CONTROL POINT #2 N:28778695.27 E:683394.94 EL:6418.36

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CONTROL POINT #1 N:28778518.01 E:683408.58 EL:6412.03

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INSTALL 128"X83"X50' CORRUGATED METAL ARCH CULVERT (STEEL, 12GA)

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ROAD NEW PROFILE (4" AGG BASE)

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ROAD EXISTING PROFILE

INSTALL 128"X83" CORRUGATED METAL ARCH CULVERT (STEEL, 12GA)

0+

1+73

BP

: 0

+0 0.0

PC

: 0

+5 9.8

PT: 1+12.23

EP: 1+73.09

0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40

EL

EV

: 6

8.

ST

A:

+5

1.

EL

EV

: 6

6.

ST

A:

+2

1.

EL

EV

: 6

8.

ST

A:

+4

0.

EL

EV

: 6

9.

PVI STA: 0+91.55

PVI ELEV: 6400.77

K: 0.44

LVC: 28.00

VC

S

TA

: 0

+7 7.

VC

E

LE

V:

4.

VC

S

TA

: 1

+0 5.

VC

E

LE

V:

6.

08LP STA: 0+88.74

LP ELEV: 6402.89

PVI STA: 0+70.83

PVI ELEV: 6406.00

K: 0.55

LVC: 13.00

VC

S

TA

: 0

+6 4.

VC

E

LE

V:

6.

VC

S

TA

: 0

+7 7.

VC

E

LE

V:

4.

PVI STA: 1+10.35

PVI ELEV: 6407.89

K: 0.27

LVC: 9.00

VC

S

TA

: 1

+0 5.

VC

E

LE

V:

6.

VC

S

TA

: 1

+1 4.

VC

E

LE

V:

8.

-15.29% -1.72%

4.85% 3.06%

37.89%

-25.23%

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 9/2

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R4 Intermountain Region

CHARLESTON

JARBIDGE

BRIDGE

REPLACEMENT

HUMBOLDT-TOIYABE

NATIONAL FOREST

RUBY MOUNTAINS, MOUNTAIN CITY,

JARBIDGE DISTRICT

TEMP ROAD PLAN AND

PROFILE

03/27/2024

T.JORGENSON

T.JORGENSON

J.BURGE

P-2 05 06

CONSTRUCT TEMPORARY ROAD,

SEE DETAIL SHEET X10

Feet

0 5 10

0+70

TEMP ROAD PROFILE

0+600+400+30

0+80 0+90 1+00 1+10 1+20 1+30 1+40

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4" - 6" RIP RAP

4" - 6" RIP RAP

2+60 2+70 2+80 2+90 3+00 3+10

3.

7.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 9/2

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R4 Intermountain Region

CHARLESTON

JARBIDGE

BRIDGE

REPLACEMENT

HUMBOLDT-TOIYABE

NATIONAL FOREST

RUBY MOUNTAINS, MOUNTAIN CITY,

JARBIDGE DISTRICT

DETAILS

03/27/2024

T. JORGENSON

T. JORGENSON

J. BURGE

D-1 06 06

2+80

2+90 3+00 3+102+702+60

2+55 3+15

STRUCTURE EXCAVATION: APPROX 100 CY. RETAIN ON-SITE, USE SUITABLE

MATERIAL FOR BACKFILL. SEPARATE APPROX. 30 CY. OF EXISTING STREAMBED

MATERIAL FOR PLACEMENT IN BOTTOM OF NEW CULVERT.

PLACE EXISTING STREAMBED MATERIAL IN BOTTOM OF NEW CULVERT. PLACE

FIRST 6" BY HAND PRIOR TO OPERATION OF POWERED EQUIPMENT TO PROTECT

CULVERT FROM DAMAGE.

BACKFILL CULVERT WITH REMAINING SUITABLE EXCAVATED MATERIAL (NO ROCKS

OVER 3"). NET IMPORT OF MATERIAL, APPROXIMATELY 150 CY OF SELECT

BORROW FROM COMMERCIAL SOURCE.

CULVERT PROFILE VIEW

CULVERT CROSS-SECTION VIEW CULVERT CROSS-SECTION VIEW CULVERT CROSS-SECTION VIEW

16'

OBJECT MARKER DETAIL

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

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AutoCAD SHX Text T

AutoCAD SHX Text S

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text A

AutoCAD SHX Text R

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AutoCAD SHX Text E

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AutoCAD SHX Text

12" X 36" BLACK AND YELLOW TYPE 3 OBJECT MARKER

4"X4" PT WOOD POST