J.1 DRAWING.pdf

PDF 3 MB Posted Jun 18, 2021

Attached to: Construction of Forest Service Road 404 Cane Creek Culvert Replacement.
Solicitation number: 12445221B0007
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Dec 28, 2023

This package includes construction drawings and specifications for a federal forest service road culvert replacement project. Key details include replacing an existing 10'9" x 6'10" x 47' culvert with a new 19' x 8'2" x 46' structural plate aluminum arch culvert, constructing concrete foundations and headwalls, installing stream simulation rock, reconstructing approximately 300 feet of roadway, and implementing erosion control measures. The solicitation requests bids for the complete construction of this project located on Forest Service Road 404 in Cane Creek, South Carolina. The contracting agency is the US Department of Agriculture Forest Service.

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Other files

File	Type	Posted
12445221B0007 Schedule of Items All Bids.pdf	PDF	Aug 25, 2021
Abstract for 12445221B0007 - USDA Forest Service Cane Creek Culvert .docx	DOCX document	Jul 22, 2021
12445221B0007_Prebid_Sign-in.pdf	PDF	Jul 19, 2021
12445221B0007 Questions and Answers.docx	DOCX document	Jul 12, 2021
J.4 WAGE DETERMINATION.pdf	PDF	Jun 18, 2021
12445221B0007IFB.pdf	PDF	Jun 18, 2021
J.5 Buy American and Hazardous Materials.pdf	PDF	Jun 18, 2021
J.6 qrcode_for location map.pdf	PDF	Jun 18, 2021
J.3 FOREST SERVICE STANDARD SPECIFICATIONS.docx	DOCX document	Jun 18, 2021
J.2 STATEMENT OF WORK.docx	DOCX document	Jun 18, 2021

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FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

FR 404 MP 1.0 CANE CREEK

HEAD SOUTHEAST ON KING KENNEDY ST TOWARD

FISHDAM AVE. FOR 0.3 MI. TURN RIGHT ONTO SC-121

S/SC-72 W/JANIE GLYMPH GOREE BLVD, CONTINUE TO

FOLLOW SC-121 S/SC-72 W FOR 1.9 MI. TURN LEFT ON

ELMIRA ROAD, STAY FOR 0.1 MI. TURN RIGHT TO STAY

ON ELMIRA ROAD FOR 1.7 MI. TURN RIGHT AND

ARRIVE TO DESTINATION IN 0.3 MI. LAT/LONG

34.554358, -81.468176.

4512 King Kennedy St, Carlisle, SC 29031

CULVERT REPLACEMENT PROJECT

RECOMMENDED BY:

RECREATION, HERITAGE AND ENGINEERING STAFF OFFICER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

8/1 7/2

0 1 3:

\01

7.D

W G;

SOUTH CAROLINA

UNION COUNTY

(R08) SOUTHERN REGION

FRANCIS MARION & SUMTER NATIONAL FOREST

ENOREE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET

G-02 SCHEDULE OF ITEMS AND DESIGN

DATA

G-03 GENERAL NOTES

C-01 EXISTING CONDITIONS

C-02 STREAM PLAN

C-03 ROAD AND STREAM PROFILES

C-04 STRUCTURE LAYOUT

C-05 EXCAVATION DETAILS

C-06 STREAM SIMULATION DETAILS

C-07 FOUNDATIONS DETAILS

C-08 HEADWALL AND WINGWALL

DETAILS

C-09 ROAD AND TRENCH DETAILS

C-10 DEWATERING METHOD

ALTERNATIVES

FOREST ENGINEER DATE

DESIGN DATA:

THIS STRUCTURE TO BE DESIGNED FOR HL-93 LOADING IN ACCORDANCE AASHTO LFRD BRIDGE DESIGN SPECIFICATIONS 8TH EDITION WITH CURRENT INTERIMS (REFER TO STANDARD AND SUPPLEMENTAL SPECIFICATION 603).

THE DESIGN DATA ARE AS FOLLOWS:

- BEARING PRESSURE WITH 1' FOUNDATION FILL: 3000 PSF

- ROADWAY DESIGN SPEED: 15 MPH

FOUNDATION:

A SUBSURFACE INVESTIGATION WAS LIMITED TO NEAR SURFACE OBSERVATIONS. OVER EXCAVATE ALL CLAY ENCOUNTERED AT FOUNDATION LEVEL AND REPLACE WITH BACKFILL MATERIAL.SEE PAY ITEM 20850. NOTIFY THE CO

IF BEDROCK IS ENCOUNTERED DURING EXCAVATION.

MATERIAL NOTES:

· CONCRETE TO BE CLASS A(AE). 28-DAY COMPRESSIVE STRENGTH = 4,500 PSI.

· FINISH ALL CONCRETE WITH ORDINARY SURFACE FINISH. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4".

· HARDWARE AND STRUCTURAL STEEL: USE SHAPES, PLATES AND BARS MEETING THE REQUIREMENTS OF ASTM A36, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. USE HARDWARE MEETING THE REQUIREMENTS OF ASTM A325

UNLESS OTHERWISE SPECIFIED IN THESE PLANS.

· GEOCELL DEPTH IS 6 INCHES BY LAYER AND CELL SEAM STRENGTH = 480 LB.

HYDROLOGY AND HYDRAULICS:

THESE STRUCTURES ARE DESIGNED TO PASS THE 100-YEAR FREQUENCY FLOOD.

Q2 = 178 CFS V2= 5.32 FT/S

Q100 = 865 CFS V100= 6.21 FT/S

SCHEDULE OF ITEMS

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

ENOREE RANGER DISTRICT

SCHEDULE OF ITEMS

AND DESIGN DATA

08/17/2020

C.GOMEZ

P.LANE

G-02 02 13

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1.GENERAL NOTES:

1.1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: - STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 US CUSTOMARY UNITS, AND ITS LATEST REVISIONS. - AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION, AND ITS LATEST REVISIONS. AND FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).

1.2. THE HORIZONTAL POSITIONS AND DATUM ARE BASED ON SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM.

1.3. THERE ARE NO KNOWN UTILITIES ON SITE.THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING TO LOCATE

UTILITIES.

1.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NOT OBTAIN BY THE CONTRACTING

OFFICER'S REPRESENTATIVE, AND PAY ALL FEES AS REQUIRED BY THE CONSTRUCTION COVERED IN THESE

PLANS.

2.CONSTRUCTION NOTES:

2.1.THE PROJECT WORK SHALL GENERALLY INCLUDE, BUT NOT LIMITED TO, LAYOUT AND CONSTRUCTION OF THE

STRUCTURAL PLATE BOX, CONSTRUCTION OF CONCRETE SUBSTRUCTURES, STREAM SIMULATION, ROADWAY

CONSTRUCTION, AND APPROACH WORK.

2.2.THE CONTRACTOR SHALL NOT DAMAGE THE ROADS OR NATIONAL FOREST RESOURCES. THE CONTRACTOR IS RESPONSIBLE FOR SAFE USE OF ROADS BY THE CONTRACTOR'S PERSONNEL. TRAFFIC SAFETY MUST BE ASSURED ON ROADS AFFECTED BY CONSTRUCTION. SEE SPECIFICATION FOE SIGNAGE AND ROAD CLOSURE

REQUIREMENTS.

2.3.NO BACKFILL SHALL BE PLACED AGAINST ANY STRUCTURAL ELEMENTS UNTIL THE WORK HAS BEEN APPROVED BY

THE CONTRACTING OFFICER.

2.4.ALL FILL, EMBANKMENT, STREAMBED AND ROCK QUANTITIES ARE "IN-PLACE" QUANTITIES, NOT SWELLED/LOOSE

VOLUME.

2.5.IMPROPER BACKFILL THAT RESULTS IN DAMAGE TO THE CONCRETE SUBSTRUCTURES OR STRUCTURAL PLATE

ARCH SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

2.6.EXCAVATION REQUIRED FOR PLACEMENT OF RIPRAP SHALL BE CONSIDERED INCIDENTAL TO THE PLACEMENT OF

RIPRAP (251 PAY ITEMS).

2.7.SUBMIT AN EXCAVATION PLAN FOR APPROVAL 30 DAYS PRIOR TO BEGINNING WORK ONSITE. THE EXCAVATION

PLAN IS INCIDENTAL TO WORK ITEMS IN THE SCHEDULE OF ITEMS.

2.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL DETERMINE THE DEWATERING METHOD, PROVIDE CALCULATIONS, AND LAYOUT SKETCH WITH ALL PERTINENT INFORMATION FOR REVIEW AND APPROVAL FROM THE CONTRACTING OFFICER 14 CALENDAR DAYS

PRIOR TO THE START OF WORK.

3.REMOVAL NOTES:

3.1.GENERAL EXCAVATION FOR EXISTING CULVERT SHALL BE PAID FOR UNDER PAY ITEM 20301, "REMOVAL OF

EXISTING STRUCTURES AND OBSTRUCTIONS".

3.2.EXCAVATION REQUIRED FOR THE PLACEMENT OF CONCRETE SUBSTRUCTURES SHALL BE PAID FOR UNDER PAY

ITEM 20801, "STRUCTURE EXCAVATION".

3.3.CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTING CULVERT TO AN APPROVED COMMERCIAL LANDFILL.

ALL COSTS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE EXISTING STRUCTURE SHALL BE PAID FOR

UNDER PAY ITEM 20302, "REMOVAL OF STRUCTURES AND OBSTRUCTIONS".

4.ARCH STRUCTURE NOTES:

4.1.IN ACCORDANCE WITH THE SPECIFICATIONS SECTION 10403, THE CONTRACTOR SHALL SUBMIT A COMPLETE

FABRICATION PACKAGE FOR THE PROPOSED ARCH STRUCTURE. THE FABRICATION PACKAGE SHALL INCLUDE DESIGN CALCULATIONS AND FABRICATION DRAWINGS OF THE STRUCTURE, INCLUDING THE HEADWALLS AND WINGWALLS. CALCULATIONS AND DRAWINGS SHALL BE SIGNED, STAMPED, AND DATED BY A PROFESSIONAL ENGINEER LICENSED (CIVIL OR STRUCTURE) IN THE STATE SOUTH CAROLINA. ALL COSTS ASSOCIATED WITH THE

FABRICATION PACKAGE SHALL BE INCIDENTAL TO THE STRUCTURAL PLATE ARCH.

4.2.PREFABRICATED HEADWALL AND WINGWALL DETAILS SHOWN IN THE PLANS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND DETAILS WILL BE DEPENDENT ON THE FABRICATORS DESIGN OF THE PARTICULAR SYSTEM.

OVERALL DIMENSIONS AND ELEVATIONS PROVIDED IN THESE PLANS SHALL BE MAINTAINED, WITH MINOR

VARIATIONS ALLOWED AS APPROVED BY THE CONTRACTING OFFICER.

4.3.THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO GROUTING THE

KEYWAY AND STRUCTURAL PLATE ARCH CULVERT CONNECTION.

5.EROSION CONTROL NOTES:

5.1.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL AND

SEDIMENT CONTROL PLAN WITH A SCHEDULE OF CONSTRUCTION ACTIVITIES. THE PLAN SHALL BE SPECIFIC AND

SHALL BE PAID FOR UNDER PAY ITEM 15713, "SOIL EROSION AND POLLUTION CONTROL".

5.2.ALL ITEMS SPECIFIED IN THE EROSION CONTROL PLAN, BUT NOT INCLUDED AS A SEPARATE PAY ITEM, SHALL BE

PAID FOR UNDER PAY ITEM 15713, "SOIL EROSION AND POLLUTION CONTROL".

5.3.THE CONTRACTOR SHALL APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY

ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETED.

5.4.ALL STREAMBANKS SHALL BE IMMEDIATELY STABILIZED AFTER DISTURBANCE.

5.5.ALL EARTH STOCKPILES SHALL BE PROTECTED BY SILT FENCE OR CERTIFIED WEED-FREE STRAW WADDLES

ALONG THE PERIMETER OF THE STOCKPILE.

5.6.EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED DAILY OR AFTER ANY RAINFALL EVENT, TO

INSURE THAT THEY ARE IN GOOD WORK CONDITION, AND TO REMOVE ANY EXCESS BUILD UP OF SILT AND OTHER

DEBRIS.

5.7.UPON THE COMPLETION AND ACCEPTANCE OF PERMANENT EROSION CONTROL WORK, ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OFF FOREST SERVICE LANDS BY THE CONTRACTOR. THIS

WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST TO INSTALL.

5.8.PERMANENT SEEDING MIXTURE SHALL UTILIZE NATIVE SEED MIXES AS PER FSSS 625 AND SHALL BE APPROVED PRIOR TO USE. A LIST OF KNOWN SEED SUPPLIERS FOR THE FOREST CAN BE OBTAIN FROM THE CO.

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

ENOREE RANGER DISTRICT

GENERAL NOTES

08/17/2020

C.GOMEZ

P.LANE

G-03 03 13

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0+ 00 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+

CANE CREEK

FLOW

0+50

1+00 1+

2+00

2+50

3+00

3+50

5+00

6+00

6+50 7+00

8+00

8+5

8+6

EXISTING CULVERT

REMOVE AND DISPOSE

EXISTING CULVERT 10'-9 X 6'-10” X 47'

REMOVE AND DISPOSE

NAIL

IR/CAP

NAIL

CONTROL POINT TABLE

POINT #

NORTHING

990342.75

990389.94

990320.50

990387.68

990342.75

990387.68

EASTING

1858799.40

1859328.27

1858671.59

1858964.21

1858799.40

1858964.21

ELEVATION

373.64

380.14

386.69

367.27

373.64

367.27

DESCRIPTION

NAIL

IR/CAP

NAIL

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

5/1 9/2

0 1 8:

\01

8.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

FRANCIS MARION AND

SUMTER NATIONAL

FORESTS

ENOREE RANGER DISTRICT

EXISTING CONDITIONS

08/17/2020

C.GOMEZ

P.LANE

C-01 04 13

Feet

0 30 60

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4+00

4+50

5+00

5+50

7+ 00 7+50

8+00

1+ 50 2+

00 2+ 50 3+

00 3+ 50 4+

00 4+ 50 5+

00 5+

CANE CREEK

FLOW

ROAD STA: 3+37.23

STREAM STA: 5+29

NEW STRUCTURE

19'-0" X 8'-2" X 46'

STRUCTURAL PLATE ARCH

WITH HEADWALLS

ROAD STA: 4+60.64

NEW CULVERT

24" X 30' CMP

INLET ELEV: 363.15'

OUTLET ELEV: 362.51'

ROAD WORK LIMITS

START ROAD CONSTRUCTION

STA: 1+90.00

NORTHING: 990343.32

EASTING: 1858879.91

END ROAD CONSTRUCTION

STA: 4+70.00

NORTHING: 990379.17

EASTING: 1859157.58

EXISTING CULVERT

REMOVE AND DISPOSE

EXISTING CULVERT 10'-9 X 6'-10” X 47'

REMOVE AND DISPOSE

NAIL

FR404

NUMBER

STATION

1+20.7

PC 2+39.3

PI 2+40.1

PT 2+40.9

2+40.9

NORTHING

990336.3

990348.3

990348.5

EASTING

1858811.0

1858929.0

1858930.5

RADIUS

50.00

DELTA

1-50-07

TANGENT

LENGTH

118.58

1.60

385.04

BEARING

N84° 08' 56.85"E

N83° 13' 53.38"E

N82° 18' 49.92"E

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

5/1 9/2

0 1 8:

\01

8.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

FRANCIS MARION AND

SUMTER NATIONAL

FORESTS

ENOREE RANGER DISTRICT

STREAM PLAN, ROAD

PROFILE AND STREAM

PROFILE

08/17/2020

C.GOMEZ

P.LANE

C-02 05 13

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0 15 30

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N (F

STATION (FEET)

FR404 PROFILE

1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+75

NEW CONCRETE FOUNDATIONS

SEE FOUNDATION DETAILS FOR SIZING

VERTICAL EXAGGERATION: 4V:1H

NEW 24" X 30' CMP

℄ STREAM @

ROAD STA 3+37.23

STA 1+90.00

MATCH TO EXISTING GRADE STA 4+70.00

MATCH TO EXISTING GRADE

STREAM CHANNEL

N (F

STATION (FEET)

CANE CREEK PROFILE

4+00 4+50 5+00 5+50 6+00 6+50

EXISTING STRUCTURE

REMOVE AND DISPOSE NEW 19'-0" X 8'-2" X 46'

STRUCTURAL PLATE ARCH

VERTICAL EXAGGERATION: 4V:1H

NEW ROAD TEMPLATEEXISTING ROAD EMBANKMENT

INLET

STA 5+13.55

ELEV 355.48

OUTLET

STA 5+44.60

ELEV 355.31

EXISTING

GROUND

NEW STREAM BED

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

5/1 9/2

0 1 8:

\01

8.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

FRANCIS MARION AND

SUMTER NATIONAL

FORESTS

ENOREE RANGER DISTRICT

ROAD AND STREAM

PROFILES

08/17/2020

C.GOMEZ

P.LANE

C-03 06 13Feet

0 20 40

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0 20 40

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5+00

5+50

CANE CREEK

FLOW

19.00' SPAN

31.00'

ROAD STA: 3+37.23

STREAM STA: 5+29

NEW STRUCTURE

19'-0" X 8'-2" X 46'

STRUCTURAL PLATE ARCH

WITH HEADWALLS

CANE CREEK STA 5+29.28

℄FR404 STA 3+37.23

13.01'

TYP.

WORKING POINT (WP)

STRUCTURE SPAN

FOUNDATION WORKING POINTS

NTS

FOUNDATION WORKING POINTS TABLE

POINT #

NORTHING

990375.56

990378.77

990344.01

990347.23

EASTING

1859013.84

1859032.47

1859019.19

1859037.91

ELEVATION

350.34

350.19

DESCRIPTION

WP-A

WP-B

WP-C

WP-D

FR 404 CENTERLINE POINT TABLE

STATION

1+75

1+90

2+00

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+25

4+50

4+75

5+00

NORTHING

990341.79

990343.32

990344.33

990346.88

990349.74

990353.09

990356.43

990359.78

990363.12

990366.46

990369.81

990373.15

990376.50

990379.84

990383.17

EASTING

1858864.98

1858879.91

1858889.85

1858914.67

1858939.49

1858964.33

1858989.11

1859013.88

1859038.66

1859063.43

1859088.21

1859112.98

1859137.76

1859162.53

1859187.24

ELEVATION

369.12

368.61

368.29

367.79

367.70

367.69

367.65

367.46

367.09

366.55

365.86

365.57

365.90

366.48

367.49

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

5/1 9/2

0 1 8:

\01

8.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

FRANCIS MARION AND

SUMTER NATIONAL

FORESTS

ENOREE RANGER DISTRICT

STRUCTURE LAYOUT

08/17/2020

C.GOMEZ

P.LANE

C-04 07 13

Feet

0 5 10

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ROADWAY SURFACE

TYPICAL EARTHWORK CROSS SECTION

N.T.S.

TYPICAL CULVERT CROSS SECTION

N.T.S.

NOTES:

1.SEE SHEET C-07 FOR STRUCTURE AND

FOUNDATION DESIGN AND CONSTRUCTION

NOTES.

2.GEOCELL MAT TO EXTEND 6" BEYOND

LENGTH OF FOOTING.

3.BENCH INTO EXISTING SLOPES AS REQUIRED

TO PROVIDE ADEQUATE WIDTH FOR

COMPACTION EQUIPMENT. BLEND NEW

MATERIAL WITH EXISTING MATERIAL. THE

COST FOR BENCHING IS INCIDENTAL TO ITEM

20801.

LEGEND:

STRUCTURE EXCAVATION

( PAY ITEM 20415)

BACKFILL

(PAY ITEM 20415)

STRUCTURAL BACKFILL

(PAY ITEM 20803)

GEOCELL FOUNDATION

FOUNDATION FILL A-1-a

(PAY ITEM 20802)

TYPICAL FOUNDATION DETAIL

SEE C-06

LIMITS OF STRUCTURAL

BACKFILL (TYP.)

PAY ITEM 20415 LIMITS OF STRUCTURAL BACKFILL

(TYP.)

PAY ITEM 20415

PLACED STREAMBED CHANNEL ROCK,

PLACEMENT METHOD A

SEE STREAM SIMULATION ROCK ON

TYPICAL SECTIONS BELOW

PLACED STREAMBED SIMULATION ROCK

SEE STREAM SIMULATION ROCK ON TYPICAL

SECTIONS BELOW

CONCRETE FOUNDATIONS

PROPOSED STRUCTURAL PLATE ALUMINUM ARCH CULVERT

(STRUCTURAL DESIGN TO BE DETERMINED BY THE

MANUFACTURER)

AGGREGATE COURSE SURFACE

SEE ROADWAY CROSS SECTION TYPICAL ON SHEET

C-09 MATCH TO EXISTING PAVED

SURFACE

EXISTING STRUCTURE

REMOVE AND DISPOSE

LIMITS OF EXCAVATION (TYP.)

PAY ITEM 20401

BACKFILL FOLLOW

MANUFACTURER'S GUIDELINES

ON CRITICAL BACKFILL ZONES

STRUCTURAL BACKFILL

TYPICAL STRUCTURE

EXCAVATION LIMITS TYPICAL STRUCTURE BACKFILL LIMITS

1'-6" MIN.

1'-0"

(TYP.)

BANKFULL WIDTH = 17'-0"

LIMITS OF EXCAVATION REMOVAL OF EXISTING

CULVERT

PAY ITEM 20305

19'-0" X 8-2"

STRUCTURAL PLATE ALUMINUM ARCH

CULVERT

4'-0" MIN.

AS DESIGNED BY BOX CULVERT

MANUFACTURER

6" (T

1'-6" (MIN.) 1'-6" (MIN.)

2'- 0"

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

ENOREE RANGER DISTRICT

EXCAVATION DETAILS

08/17/2020

C.GOMEZ

P.LANE

C-05 08 13

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BED CLASS 2 STREAMBED SIMULATION

ROCK

(PAY ITEM 64801)

BANKS OF ROCK CLASS CR-0 CHANNEL

ROCK

(PAY ITEM 64803)

CONCRETE

FOUNDATIONS

SEE C-05 FOR BACK FILL DETAILS

SEE C-07 FOR FOUNDATION DETAILS

1.5' TYP.

17' TYP.

CHANNEL CROSS SECTION INSIDE STRUCTURE (TYP.)

NTS

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

ENOREE RANGER DISTRICT

STREAM SIMULATION

DETAILS

08/17/2020

C.GOMEZ

P.LANE

C-06 09 13

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1'-0" 6"

NOTES:

1.FOUNDATION LENGTH: 47'

2.STRUCTURAL CONCRETE PAY ITEM 55201 AND REINFORCEMENT STEEL IS

INCIDENTAL TO PAY ITEM 55201.

3.FOUNDATION FILL SHALL COMPLY WITH FP-14 SECTION 704.01.

4.PRIOR TO CONSTRUCTING THE FOOTINGS, THE CONTRACTOR SHALL VERIFY

THAT THE DIMENSIONS OF THE STRUCTURE (AS SHOWN ON THESE PLANS)

MATCH THOSE BEING PRODUCED BY ITS FABRICATOR. IF THEY DO NOT

MATCH, AN ADJUSTMENT TO THE FOOTING LOCATIONS MAY BE REQUIRED.

ANY SUCH ADJUSTMENTS SHALL BE SUBMITTED TO THE CO FOR APPROVAL.

5.OVER-EXCAVATION AND REPLACEMENT WITH FOUNDATION FILL MAY BE

REQUIRED PER STANDARD AND SPECIAL CONTRACT REQUIREMENT SECTION

208.08(d).

6.GEOCELL MAT TO EXTEND 6" BEYOND LENGTH OF FOOTING.

7.OVEREXCAVATE ALL CLAY ENCOUNTERED AT FOUNDATION LEVEL AND

REPLACE WITH BACKFILL MATERIAL.

8.STRUCTURAL BACKFILL SHALL BE FREE DRAINING, MAX SIZE 3", 15% MAX

PASSING NO. 200 SIEVE,CONSISTENT WITH FP-14 704.04. NATIVE MATERIAL IS

ANTICIPATED TO BE UNSUITABLE.COMPACTION SHALL BE TO FSSS

209.10(A)(1). STRUCTURE BEDDING AND BACKFILL ARE UNDER ITEM209.01.

9.DO NOT PLACE FOOTINGS DIRECTLY ON LARGE BOULDERS OR

OUTCROPPINGS OF BEDROCK. IF CONSISTENT BEDROCK IS FOUND AT

FOUNDATION LEVEL, NOTIFY CO FOR MODIFICATION OF CONTRACT TO USE

SMALLER FOUNDATION. REINFORCING TO REMAIN THE SAME EXCEPT WHERE

INDICATED.

FOOTING DETAIL (PAY ITEM 55201)

NTS

DETAIL A

NTS

LEGEND:

STRUCTURAL BACKFILL

(PAY ITEM 20803)

GEOCELL FOUNDATION

FOUNDATION FILL A-1-a

(PAY ITEM 20802)

GEOCELL FOUNDATION SYSTEM (TYP) DETAIL

NTS

#4 U-BAR 24" O.C.

#4 X 6'-7" @12" O.C.

#5 x 10'-4" @ 12"

SEE DETAIL A

GROUT KEY PER MANUFACTURER'S SPECIFICATIONS.

VERIFY WITH MANUFACTURER KEYWAY DIMENSIONS.

1 LAYER OF 6" GEOCELL FOUNDATION

FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS

(USE ONLY ONE 6" LAYER OF FOUNDATION FILL WITHOUT GEOCELL

IF ON BEDROCKK)

SEE C-03

SUBGRADE

GEOTEXTILE

GEOWEB

GRANULAR INFILL

GEOTEXTILE

2'- 0"

3'-9" 1'-4" 2'-4"

7'-5"

5'- 0"

(4) #4 x CONT.

TOP AND BOTTOM

3" CLR

4" 4"

1'-5"

4 x C

" O

.C . E

#6 X 6'-7" @12" O.C.

ALT. FOOTING ON BEDROCK

NTS

DESIGN ELEVATION

BEDROCK

(ASSUMED)

ADJUST FOOTING ELEVATION AND

CAST DIRECTLY ON APPROVED

COMPETENT BEDROCK

MIN (2) EACH FACE

12" O.C.

FIELD CUT VERTICAL

1'- 4"

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

DISTRICT NAME

FOUNDATION DETAILS

08/17/2020

P.LANE

C.GOMEZ

C-07 10 13

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FLOW

HEADWALL AND WINGWALL PLAN (PAY ITEM 60305)

NTS

UPSTREAM HEADWALL ELEVATION

NTS

DOWNSTREAM HEADWALL ELEVATION

NTS

NOTE:

1.WINGWALL COORDINATES ARE TO FRONT FACE.

2.ELEVATION OF BOTTOM OF WINGWALLS TO MATCH CULVERT

INVERT, OR DEEPER AS DESIGNED BY MANUFACTURER.

3.VERTICAL HEADWALL AND WINGWALL TO BE ALUMINUM AND BE

"PICKLED" OR OTHERWISE HAVE THE SURFACE DULLED.

1V 5H

1V 5H365.17'

367.49'

367.33' 365.60'

EDGE OF SHOULDER

GRADE IN WITH

HEADWALL

CLASS 3 RIPRAP PLACE AS DIRECTED BY

CO (TYP), WRAP AROUND EACH

WINGWALL END TO CATCH FILL SLOPE.

RIPRAP SHOWN NOT TO SCALE, 10 CY

EACH CORNER OF WINGWALL.

N:990375.95' E:1859000.61'

N:990380.61' E:1859046.10'

N:990337.86' E:1859009.92'

N:990344.50' E:1859048.69'

2.0 0'

22.00'

11.59' 22.00' 11.99'

8.64' 22.00' 8.68'

2.0 0'

1V 5H

GRADE IN WITH

HEADWALL

353.48'

352.31'

ARCH STRUCTURE

19.00'

10.00'

22.00'

19.00'

12.00'

30°

355.48'

355.31'

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

ENOREE RANGER DISTRICT

HEADWALL AND

WINGWAL DETAILS

08/17/2020

C.GOMEZ

P.LANE

C-08 11 13

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CULVERT WITH

HEADWALLS

4" COMPACTED DEPTH AGGREGATE

SURFACE

COMPACTION METHOD B

OVER 6" COMPACTED BASE

GRADING C, COMPACTION D

℄ ROAD

24" CMP

AGGREGATE SURFACE

OVER BASE AGGREGATE

℄ ROAD

2%2%

~2H 1V

FLOW

STRUCTURAL ARCH ROAD SECTION

NTS

CORRUGATED METAL PIPE CULVERT ROAD SECTION

NTS

TRENCH DETAIL (TYP)

NTS

NEW 24" DIA CMP

EXISTING 18" CMP

4" BEDDING

EXCAVATION/BACKFILL AREA

AGGREGATE ROAD SURFACE

UNDISTURBED EARTH

9'-0" 9'-0" 14'-0"14'-10"

9'-0" 9'-0"

2' MIN

(TYP)

' M

~2H 1V

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

ENOREE RANGER DISTRICT

ROAD AND TRENCH

DETAILS

08/17/2020

C.GOMEZ

P.LANE

C-09 12 13

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X X

A A

FLOWFLOW

X X

FLOW

FLOWFLOW

FLOW

C1 C2 A1

SECTION A-A SECTION B-B

NOTES:

1. USE PLASTIC LINER OR RIPRAP ALONG THE ENTIRE LENGTH AND WIDTH OF THE

TEMPORARY DIVERSION CHANNEL.

2. CONSTRUCT CHANNEL AT A MINIMUM GRADE OF 0.5 PERCENT.

3. DO NOT CONSTRUCT WITH LONGITUDINAL JOINTS IF USING A PLASTIC LINER. BURY THE

UPSTREAM EDGE OF THE LINER A MINIMUM OF 6 IN DEEP AND SECURE WITH RIPRAP OR

SANDBAGS.

4. ALL PUMPS WILL HAVE A SCREENED FOOT VALVE.

SECTION B-BSECTION A-A

FRONT VIEW

SCALE : NTS

PLAN - DIVERSION CHANNEL

SCALE : NTS

ROADWAY

EMBANKMENT

ROADWAY

EMBANKMENT

SECTION C-C TEMPORARY CULVERT

SCALE : NTS

PLAN - TEMPORARY CULVERT DIVERSION

SCALE : NTS

PLAN - TRASH PUMP BYPASS

SCALE : NTS

RIPRAP LINED DIVERSION CHANNEL

SCALE : NTS

USE SANDBAGS TO

CONSTRUCT

TEMPORARY BARRIER

SILT FENCE

PERMANENT NATURAL CHANNEL

TEMPORARY DIVERSION

CHANNEL WITH PLASTIC LINER

OR RIPRAP

USE SANDBAGS TO PREVENT BACKFLOW INTO

NATURAL CHANNEL

PERMANENT CULVERT

ROADWAY CENTERLINE

SUBGRADE

TEMPORARY CULVERT BACKFILL

BEDDING

NATURAL GROUND

TEMPORARY DIVERSION CHANNEL

WITH PLASTIC LINER OR RIPRAP

USE SANDBAGS TO PREVENT BACKFLOW

INTO NATURAL CHANNEL

LIMITS OF EARTHWORK

PERMANENT NATURAL CHANNEL

PERMANENT CULVERT

ROADWAY CENTERLINE

LIMITS OF EARTHWORK

PERMANENT NATURAL CHANNEL

PERMANENT CULVERT

ROADWAY CENTERLINE

LIMITS OF EARTHWORK

TEMPORARY CULVERT

USE SANDBAGS TO

CONSTRUCT TEMPORARY

BARRIER

TEMPORARY FORCE

MAIN

TRASH PUMP SIZED TO

DIRECT TOAL FLOW FROM STREAM

THROUGH FORCE MAIN

SAND BAG TEMPORARY

BARRIER

PLASTIC LINER

SILT FENCE

BURY PLASTIC LINER 6 IN DEEP AND SECURE

WITH SANDBAGS (TYP.)

PLASTIC LINER

TEMPORARY RIPRAP ENERGY

DISSAPATOR

SILT FENCE

RIPRAP LINING GEOTEXTILE,

TYPE II-A

SANDBAGS

RIPRAP LINING GEOTEXTILE,

TYPE II-A

SANDBAGS

2'-0" 2'-0" 2'-0" 2'-0"

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

ENOREE RANGER DISTRICT

DEWATERING METHOD

ALTERNATIVES

08/17/2020

C.GOMEZ

P.LANE

C-10 13 13

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OBJECT MARKER

SEE NOTE 13.

BARRIER DETAILS

BARRICADE

TYPE III

BARRICADE

TYPE III

FR11-2-48X30

FW20-3-48

BARRICADE

TYPE III

BARRICADE

TYPE III

PROJECT

LOCATION

F R

FR3130

ELMIRA ROAD

SIGNAGE PLAN

NOTES :

1. ALL SIGN AND BARRICADE INSTALLATION SHALL MEET THE STANDARDS ESTABLISHED IN THE FEDERAL HIGHWAY ADMINISTRATION'S

"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)", 2009 EDITION.

2. LETTERS ON SIGNS SHALL HAVE A MINIMUM HEIGHT OF 4" AND MINIMUM WIDTH OF 2".

3. WHERE TRAFFIC IS MAINTAINED THROUGH OR OVER ANY PART OF THE PROJECT, THE CONTRACTOR SHALL BE REQUIRED TO MARK ALL

HAZARDS WITHIN THE LIMITS OF THE PROJECT (INCLUDING CONNECTING ROADS) WITH WELL-MAINTAINED SIGNS.

4. THE CONTRACTOR'S EQUIPMENT AND PARKING AREAS SHALL NOT INHIBIT THE VISIBILITY OF PROJECT SIGNS AND BARRICADES.

5. LOCATION AND INSTALLATION OF ALL TRAFFIC SIGNS, TRAFFIC CONTROL, AND BARRICADES SHALL BE IN ACCORDANCE WITH THE PLANS

AND SPECIFICATIONS AND APPROVED BY THE CO.

6. ALL SIGNS AND BARRICADES SHALL CONSIST OF A SMOOTH, RETROREFLECTIVE SURFACE UNLESS OTHERWISE SPECIFIED ON THE PLANS.

SIGNS SHALL HAVE A SCREEN PROCESSED BLACK LEGEND AND BORDER ON ORANGE FLEXIBLE RETROREFLECTIVE SHEETING, NON-EXPOSED LENS BACKGROUND.

7. SIGN PANELS FURNISHED BY THE CONTRACTOR FOR USE ONLY DURING CONSTRUCTION SHALL BE FABRICATED FROM PLYWOOD, ALUMINUM, STEEL OR OTHER SUITABLE MATERIAL, BUT SHALL BE STABLE AND DURABLE ENOUGH TO MEET OTHER REQUIREMENTS OF THIS

CONTRACT.

8. ALL MATERIAL SHALL BE SOUND AND DURABLE. BARRICADES, SIGNS, SYMBOLS AND LETTERING SHALL BE OF GOOD WORKMANSHIP. UNEVEN

LETTERING SHALL NOT BE ACCEPTED.

9. ALTERNATE METHODS OF PROCESSING SIGNS OR THE SUBSTITUTION OF MATERIALS, SYMBOLS OR OTHER REFLECTING ELEMENTS SHALL BE PERMITTED ONLY AFTER APPROVAL OF SUCH METHODS OR MATERIALS BY THE CO IN WRITING.

10. SIGNS AND BARRICADES USED AS TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE

INCLUDED IN ITEM 63501.

11. ALL CONSTRUCTION TRAFFIC CONTROL SIGNING AND BARRICADES SHALL BE COMPLETED AND APPROVED PRIOR TO THE BEGINNING OF CONSTRUCTION, AND ITEM 15101 MOBILIZATION, SHALL NOT BE PAID UNTIL SIGNING IS APPROVED BY THE CO.

12. SIGN PANELS SHALL BE ATTACHED TO POSTS WITH 3/8" Ø MACHINE BOLTS THROUGH 1/2" Ø HOLES. FIBER WASHERS SHALL BE PLACED BETWEEN THE BOLT HEAD AND THE FACE OF THE SIGN PANEL. 2" Ø GALVANIZED WASHERS SHALL BE PLACED UNDER THE NUT ON THE BACK

OF THE TIMBER POSTS.

13. SEE SHEET 2 FOR APPROXIMATE SIGN LOCATIONS. FINAL LOCATIONS SHALL BE APPROVED BY THE CO.

14. ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE GUIDELINES ESTABLISHED IN THE REFERENCE TITLED "QUALITY GUIDELINES FOR WORK

ZONE TRAFFIC CONTROL DEVICES" PUBLISHED BY THE ROADWAY SAFETY TRAINING INSTITUTE AND THE AMERICAN TRAFFIC SAFETY

SERVICE ASSOCIATION AND BE IN ACCORDANCE WITH MUTCD.

(R11-2 INSTALLED ON A TYPE III BARRICADE.) LOCATE TYPE III BARRICADES AS SHOWN OR AS

DIRECTED BY THE CO.

THE CONTRACTOR SHALL ADJUST POST LENGTH AS REQUIRED TO OBTAIN PROPER HEIGHT OF SIGN RELATIVE TO THE

SURFACE OF THE ROAD.

RETROREFLECTORIZED FACE

SANDBAGS FOR ADDED

STABILITY

EDGE OF ROAD 4"x4"x10'-0"

POST ROUGH SAWN

TOP OF

STRUCTURE/GRND

BEGIN/END

STRUCTURE

TOP OF ROAD

AS REQUIRED

1'- 8"

6'-6" MAX

5'- 0"

3'- 0"

1'-0"

2'-0"

9" 9"

3'- 0"

4'- 0"

3'- 0"

'-0

" M

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

8/1 7/2

0 1 3:

\01

7.D

W G;

(R08)

SOUTHERN REGION

CANE CREEK

CULVERT

REPLACEMENT

PROJECT

FRANCIS MARION -

SUMTER NATIONAL

FOREST

ENOREE RANGER DISTRICT

TRAFFIC CONTROL

MINIMUM

REQUIREMENTS

08/17/2020

C.GOMEZ

P.LANE

C-11 14 13

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Cane_AOP_Details_20200817

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Cane_AOP_Details_20200817-COVER

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Cane_20200817

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Cane_20200518-C-01

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Cane_AOP_Details_20200817

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	2021-03-05T07:07:27-0500
LUIS MUNDO

	2021-03-05T10:07:45-0500
MARTHA STRUHAR

	2021-03-05T11:06:14-0500
MARY MAERCKLEIN

	2021-03-08T12:38:19-0500
NATALEA SCOTT

File details come from the government source that posted it. Updated Jun 18, 2021.