ATTACHMENT 4 - Planset Drawings 74-5.7.pdf

PDF 1 MB Posted Jun 8, 2020

Attached to: NFSR 74-4. 6 Road Construction & NFSR 74-5. 7 Box Culvert (Amendment 2)
Solicitation number: 12467020R0065
Issued by: Department of Agriculture Forest Service R8-Southern Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity with the US Forest Service. Work will include road construction and repair, culvert replacement, erosion control measures, aggregate base spreading and compaction, clearing and grubbing, and seeding. The project is located in the Ocala National Forest near Salt Springs, Florida, with a period of performance of 210 days from notice to proceed. The estimated value is between $500,000 and $1,000,000. Payment and performance bonds will be required, as well as a bid guarantee. This is a 100% total small business set-aside. The solicitation will be available on 4 June 2020. A pre-proposal site visit will be held on 10 June 2020. There is no incumbent.

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Other files

File	Type	Posted
Amendment 2 to 12467020R0065 Site Visit Minutes.pdf	PDF	Jun 13, 2020
Amendment 2 to 12467020R0065 SF-30.pdf	PDF	Jun 13, 2020
Amendment 2 to 12467020R0065 Sign In Sheet.PDF	PDF	Jun 13, 2020
Amendment 1 to 12467020R0065 SF1442.pdf	PDF	Jun 13, 2020
Amendment 1 to 12467020R0065 SF-30.pdf	PDF	Jun 13, 2020
ATTACHMENT 1 - Schedule of Items NFSR 74.xlsx	XLSX spreadsheet	Jun 8, 2020
ATTACHMENT 2 - Statement of Work NFSR 74.docx	DOCX document	Jun 8, 2020
ATTACHMENT 6 - Specifications FSSS 74-5.7.pdf	PDF	Jun 8, 2020
ATTACHMENT 8 - Relevant Experience Questionaire.doc	DOC document	Jun 8, 2020
ATTACHMENT 3 - Planset Drawings 74-4.6.pdf	PDF	Jun 8, 2020
12467020R0065 SF1442.pdf	PDF	Jun 8, 2020
ATTACHMENT 5 - Specifications FSSS 74-4.6.pdf	PDF	Jun 8, 2020
12467020R0065 Solicitation Body.doc	DOC document	Jun 8, 2020
ATTACHMENT 7 - DOL Wage Determination Marion Co FL20200176.pdf	PDF	Jun 8, 2020

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United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

ABBREVIATIONS

ADA - AMERICANS WITH DISABILITIES ACT

AGG - AGGREGATE

BP - BEGINNING OF PROJECT

BVC - BEGIN OF VERTICAL CURVE

℄ - CENTER LINE

CMP - CORRUGATED METAL PIPE

COR - CONTRACTING OFFICER'S REPRESENTATIVE

DWG - DRAWING

EG - EXISTING GRADE

EOP - END OF PROJECT

EOS - EDGE OF SHOULDER

EP - ENDING OF PROJECT

ETW - EDGE OF TRAVELED WAY

EVC - END VERTICAL CURVE

EXT - EXISTING

FRD - FOREST ROAD DESIGNATION

I.E. - INVERT ELEVATION

NTS - NOT TO SCALE

NFSR - NATIONAL FOREST SYSTEM ROAD

OVERALL HP - OVERALL HIGH POINT

OVERALL LP - OVERALL LOW POINT

PC - POINT OF CURVATURE

PCC - POINT OF COMPOUND CURVATURE

PRC - POINT OF REVERSE CURVATURE

PT - POINT OF TANGENCY

PVI - POINT OF VERTICAL INTERSECTION

TW - TRAVELED WAY

TYP - TYPICAL

USFS - UNITED STATES FOREST SERVICE

VC - VERTICAL CURVE

SCALED TO A 11x17

OCALA NF MAP

NO SCALE

STATE MAP

NO SCALE

INDEX

SHEET SUB SHEET SHEET TITLE

1 G-101

TITLE SHEET

2 G-102

ESTIMATE OF QUANTITIES

3 G-103 ABBREVIATIONS & SYMBOL LEGEND

4 C-101

SITE PLAN

5 C-102 BOX CULVERT VERTICAL PROFILE

6 C-103

STANDARD PRECAST BOX CULVERT WINGWALL

SYSTEM LAYOUT

7 D-101

STANDARD PRECAST BOX CULVERT DETAIL

8 D-102

STANDARD PRECAST BOX CULVERT DETAILS

CONT.

9 D-103 WINGWALL SYSTEM DETAIL

10 C-104

ROADWAY VERTICAL

PROFILE

11 C-105 ROADWAY DETAIL

12 C-106 DEWATERING PLAN

LEGEND

COMMON TO ALL

SHEETS

DETAIL

SEE DETAIL

SHEET NUMBER

CONTROL POINT

DRAWING TITLE

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

TITLE SHEET

G-101

DATE

REVIEWED BY ARCHEOLOGIST DATE

DATE

APPROVED BY DISTRICT RANGER

E. WHATLEY

SUBMITTED BY DESIGNER DATE

RECOMMENDED BY FOREST

ENGINEER

OCALA NATIONAL

FOREST

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

NFSR 74 M.P. 5.7 PROJECT LOCATION

COORDINATES: 29.4677, -81.758200

NFSR 74 M.P. 5.7

E. WHATLEY

03-30-19

ERFO

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TRUE NORTH

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U.S. ROUTE

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STATE ROUTE

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RAIL ROAD TRACK

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LEGEND

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* DENOTES CONTRACT QUANTITIES

PER FSSS SECTION 109.02 (b)

ROAD NUMBER:

MILE POST:

ITEM NO. DESCRIPTION

15101 Mobilization

ESTIMATE OF QUANTITIES74

M.P. 5.7

PAY UNIT

QUANTITIES

Lump Sum ALL

NOTES

Includes equipment, equipment cleaning requirements, fire protection, and all erosion control measures. Conform to FSSS and the FP-14.

20102 Clearing and grubbing

Acre 0.16

Includes: box culvert and wingwall system construction and installation clearing & grubbing.

Place slash limbs, brush, & rocks to randomly catch sediment movement per FSSS Section

201 and scatter slash per FSSS 203.05 (f). Construction staking catchpoints shall determine clearing limits.

20801 Structure excavation *Cubic Yard

Includes single cell box culvert structure excavation, roadway, wingwalls, headwall, & foundation excavation per FP-14 Section 208. Place excess & unsuitable excavation material on site in designated area as directed by COR. Contractor can anticipate to reuse all excavation material for backfill. Stockpile & place all topsoil onto finish embankment above wingwall system for future seeding and mulching.

62504

Seeding, dry method

Acre 0.16

62505

Mulching, dry method Acre

0.16

Mulch all box culvert construction and wingwall system disturbed areas per FP-14 Section 625

Turf Establishment. Mulch shall be weed free. Also include seeding all dewatering disturbance

Seed all box culvert construction, fill slopes, and wingwall system disturbed areas w/ approved seed mix per FSSS Section 625 Turf Establishment. Also include seeding all dewatering disturbance

15201

Construction survey and staking, method I, tolerance

Lump Sum ALL

This method is to be applied to the survey and staking for all construction including: roadway ℄ alignment staking, single cell box culvert inlet invert and outlet invert elevations staking, roadway subgrade and finished grade staking, fill slopes daylight stakes, references stakes, daylight, & all catchpoint stakes. Refer to FSSS Section 152 for tolerances.

METHOD

OF MEAS.

LSQ

20301

Removal of one 29'L X 36"Ø concrete culvert and existing concrete wingwalls at inlet and outlet

Lump Sum ALL

Includes removal of one existing 29' L x 36"Ø concrete culvert and concrete wingwalls at inlet and outlet (both sides) that may be encountered during excavation. Remove in its entirety and dispose of in its entirety legally off of NF Lands per FP-14 Section 203.05(a).

LSQ

60205

9'-0" span, 7'-0" rise precast reinforced single cell monolithic concrete box culvert

Foot

Includes furnishing, installing, and constructing single cell box culvert with professional engineered designed reinforced foundation. Also includes furnishing of P.E. Stamped shop drawings registered in the state of Florida of a single cell 9' span x 7' rise precast reinforced single cell box culvert. Precast box culvert shall be manufactured in conformance with HL-93 live loading and AASHTO specification and ASTM standards of the latest edition. Contractor shall submit single cell precast reinforced box culvert and foundation design for approval before purchasing.

15755 Dewatering structure Lump Sum ALL

Includes all dewatering, pollution control, protection of existing stream features, & all emergency work during storm events to prevent site damage & pollution. Construct temporary channels, temporary culverts, lining, or sandbags to divert water around disturbed areas & slopes for new box culert. See sheet C-106 for dewatering detail. Dewatering plan shall be submitted to COR for approval per FSSS 157.09 & FP-14 Section 157.04.

LSQ

25102

Machine placed riprap, class 3

Ton 35.6

Includes furnishing and placing riprap and geotextile. Refer to FP-14 Section 705.02 and

FP-14 Table 705-1 for riprpap gradation. See sheet C-105 for riprap details. Place excessive riprap and geotextile in areas as appointed by the C.O.R..

30103 Aggregate base, grading C, compaction method B *Cubic Yard 220CQ

Includes roadway aggregate placement and all embankment grading (sieve), & compaction.

Conform to FSSS 301.05 for compaction & FP-14 Table 703-2

60306

Reinforced headwall and reinforced wingwall system, with 1V:3H beveled with reinforced foundation in its entirety

Includes furnishing, installing, and constructing reinforced headwall and wingwall system with professional engineered designed reinforced foundation. Also includes furnishing of P.E.

Stamped shop drawings registered in the state of Florida of headwall and wingwall system.

headwall and wingwall system shall be manufactured in conformance with HL-93 live loading and AASHTO specification and ASTM standards of the latest edition. Contractor shall submit reinforced headwall & wingwall system design for approval before purchasing and installation.

LSQ

Includes commercial furnishing of box culvert bedding material placed at 6" depth for entire length beneath box culvert. Pipe bedding material shall be placed and graded in compacted layers not exceeding 6-inches in depth. Bedding material and placement shall conform to

FP-14 Section 209.08 and FP-14 Section 704.02.

20950 Pipe bedding Cubic Yard

11CQ

Includes commercial furnishing of structural backfill. Structural backfill shall be used for a min. of 1 foot compacted around new single cell box culvert on all sides for entire length of box culvert and 1-ft behind wingwall and headwall system for entire length and depth.

Structural backfill material shall conform to FP-14 Section 704.04. Place existing excess and unsuitable excavation material on site, or in turnouts, as directed by COR. Stockpile & place all topsoil onto finish embankment above wingwall system for future seeding and mulching.

Excess material shall be graded and compacted per specifications.

20803

Structural backfill *Cubic Yard 91CQ

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

ARCHIVE NO.

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

G-102

DATE SIGNED

ESTIMATE OF

QUANTIFIES

OCALA NATIONAL

FOREST

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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ABBREVIATIONS

Ø DIAMETER

AB AGGREGATE BASE

ABDN ABANDONED

ACP ACRE, ASPHALT CONCRETE

ACP ASBESTOS CEMENT PIPE

ACM ASBESTOS CONTAINING MATERIAL

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

AGG AGGREGATE

ALGN ALIGNMENT

ARV AIR RELEASE VALVE

ASB AGGREGATE SUBBASE

ASPH ASPHALT

BC BEGIN CURVE

BEG BEGIN

BFP BACK FLOW PREVENTER

BLDC BUILDING CORNER

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICES

BOD BOTTOM OF DOCK

BOL BOLLARD

BP BEGINNING OF PROJECT

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BW FINISHED GRADE AT BOTTOM OF WALL

℄ CENTERLINE

C CONCRETE OR CIVIL

CB CATCH BASIN

C&G CURB AND GUTTER

CG&SW CURB, GUTTER, & SIDEWALK

CI CAST IRON OR CURB INLET

CIP CAST IRON PIPE

CLR CLEAR

CLSM CONTROLLED LOW-STRENGTH MATERIAL

CMN COMMUNICATION

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC CONCRETE

CONST CONSTRUCTION OR CONSTRUCT

CONF CONFORM TO EXISTING

COR CONTRACTING OFFICER REPRESENTATIVE

CU CUBIC

CY CUBIC YARD

D DELTA (CURVE)

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DEMO DEMOLISH

DET DETAIL

DI DROP INLET, DUCTILE IRON

DIA. DIAMETER

DIP DUCTILE IRON PIPE

DOM DOMESTIC

DW DOMESTIC WATER

DWG DRAWING

E EASTING COORDINATE

EC END CURVE

EG EXISTING GRADE

ELEV ELEVATION

ELEC ELECTRICAL

EOP EDGE OF PAVEMENT

EOS EDGE OF SHOULDER

EP ENDING OF PROJECT

ETW EDGE OF TRAVELED WAY

EVA EMERGENCY VEHICLE ACCESS

EVC END VERTICAL CURVE

EXT EXISTING

FA FIRE ALARM

F/C,FC FACE OF CURB

FD FOUND

FDC FIRE DEPARTMENT CONNECTION

FF,FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FIPT FEMALE IRON PIPE THREAD

FL FLOW LINE, FLANGE

FLG FLANGE

FM FLOWMETER

FOUND FOUNDATION

FRD FOREST ROAD DESIGNATION

FS FINISHED SURFACE

FT FOOT, FEET

FW FIRE WATER

G GAS, GROUND ELEVATION

GB GRADE BREAK

GI GALVANIZED IRON

GRD, G GROUND

GV GATE VALVE

HMA HOT MIX ASPHALT

HMAC HOT MIX ASPHALT CONCRETE

HORIZ HORIZONTAL

HT HEIGHT

HP HIGH POINT

I.E. INVERT ELEVATION

INST INSTALL

IRR IRRIGATION

JP JOINT POLE

JT JOINT TRENCH

L LEFT

L= LENGTH (CURVE)

LF LINEAR FEET

LAT LATERAL

LIP LIP OF GUTTER

LP LIGHT POLE, LOW POINT

LS LANDSCAPE

LSA LANDSCAPE ARCHITECT

MA MEDICAL AIR

MAX MAXIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MH MANHOLE

MIN. MINIMUM

MIPT MALE IRON PIPE THREAD

MJ MECHANICAL JOINT

MPVC MIDPOINT OF VERTICAL CURVE

MON MONUMENT

N NORTHING COORDINATE

(N) NEW

NFSR NATIONAL FOREST SYSTEM ROAD

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

OHE OVERHEAD ELECTRIC

OVERALL HP - OVERALL HIGH POINT

OVERALL LP - OVERALL LOW POINT

(P) PROPOSED

PB PULL BOX

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PED PEDESTRIAN

PERF PERFORATED

PH POTHOLE

POC POINT ON CURVE

POI POINT OF INTERSECTION

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRV PRESSURE REDUCING VALVE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL INTERSECTION

R RIGHT

R= RADIUS (CURVE)

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

RJ RESTRAINED JOINT

RP RADIUS POINT

R/W RIGHT OF WAY

S SOUTH

SD STORM DRAIN

SHLDR SHOULDER

STA STATION

STD STANDARD

STL STEEL

S/W SIDEWALK

TW TRAVELED WAY

TYP TYPICAL

USFS - UNITED STATES FOREST SERVICE

VC - VERTICAL CURVE

CIVIL SYMBOLS LEGEND

SURVEY TOPO AND SITE IMPROVEMENTS

D D

WATER TAPPING SADDLE

SEWER MANHOLE

SEWER CLEANOUT

SEWER LAMP HOLE

SEWER VENT

STORM DRAIN MANHOLE

CATCH BASIN

CURB INLET

DRAINAGE INLET

GRADE BREAK

LIMIT OF WORK/GRADING

IRRIGATION BOX

GAS METER

GAS VALVE

WATER METER

WATER VALVE

WATER METER OR BFP

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

UNDERGROUND ELECTRIC

TRENCH DRAIN

METAL BEAM GUARD RAIL

SILT FENCE

CHAIN LINK FENCE

FLOW LINE

CONTOUR ELEVATION LINE

CENTER LINE

PROPERTY LINE

MONUMENT LINE

EASEMENT LINE

FINISH GRADE

SURFACE DRAINAGE SLOPE

SPOT ELEVATION

GATE VALVE

BUTTERFLY VALVE

DEMO

NEW EXISTING

6" CURB & GUTTER

EDGE OF AC PAVEMENT

6" VERTICAL CURB

DOMESTIC WATER MAIN

ELECTRIC LINE

FIRE WATER MAIN

GAS LINE

IRRIGATION LINE

OVERHEAD WIRES

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

RECYCLED WATER

SANITARY SEWER LINE

STORM DRAIN LINE

STREET LIGHT CONDUIT

TELECOMMUNICATIONS

TELEPHONE LINE

TELEVISION LINE

WATER LINE

STORM DRAIN CLEANOUT

ELECTRIC VAULT COVER

PULL BOX

HIGH VOLTAGE ELECTRIC

TELEPHONE MANHOLE

POWER POLE

GUY WIRE & ANCHOR

JOINT POLE

STREET LIGHT

ELECTROLIER

TRAFFIC SIGNAL

PEDESTRIAN LIGHT

PEDESTRIAN PUSH BUTTON

CROSSWALK DETECTOR

STREET LIGHT PULLBOX

SIGN (AS NOTED)

THRUST BLOCK

CAP

C C

W WW W

KEYNOTE

DEMOLITION NOTE

DETAIL NUMBER

ANNOTATION

SECTION LETTER

C-101

SHEET NUMBER ON WHICH

SECTION APPEARS

C-101

SHEET NUMBER ON WHICH

DETAIL APPEARS

DETAIL INDICATOR

SECTION INDICATOR

DETAIL NUMBER

CONTROL POINT

GENERAL SHEET NOTES

1. THIS IS A STANDARD ABBREVIATION

AND LEGEND SHEET, THEREFORE,

SOME ABBREVIATIONS AND LEGEND

SYMBOLS MAY APPEAR ON THIS SHEET

AND MAY NOT BE UTILIZED ON THIS

PROJECT.

NEW EXISTING

TELECOMMUNICATIONS MANHOLE

TMH TMH

GUY

TYPICAL HORIZONTAL CURVE

TYPICAL VERTICAL PROFILE CURVE

5+004+003+002+001+00

S '2

P I

T A

V P

E L

V P

E L

V.C. = 400.00'

K = 114.29' e = -1.75'

SSD = 508'

MDS = 55 MPH

V P

E L

S t a

SLOPE DIRECTION [CUT/FILL SLOPE]

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

ARCHIVE NO.

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

G-103

DATE SIGNED

ABBREVIATIONS &

SYMBOL LEGEND

OCALA NATIONAL

FOREST

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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29.5

CP1

CP2

CP4

UPSTREAM

THALWEG

DOWNSTREAM

THALWEG

DOWNSTREAM

BANKFULL

UPSTREAM

BANKFULL, TYP

FLOOD PLAIN

FLOOD PLAIN, TYP

(NAIL IN POST)

REMOVE EXISTING CONCRETE

WINGWALL, TYP

EDGE OF ROAD, TYP

EXISTING DITCHLINE, TYP

REMOVE EXISTING 29'L X 36"Ø

CONCRETE CULVERT

1+95

BP: 0+00.00

NORTHING: 3260070.44

EASTING: 426508.73

EP: 1+95.24

NORTHING: 3260125.89

EASTING: 426321.59

PC: 1+27.31

NORTHING: 3260107.83

EASTING: 426387.03

PC: 1+48.99

NORTHING: 3260114.61

EASTING: 426366.43

PT: 1+31.92

NORTHING: 3260109.23

EASTING: 426382.64

PT: 1+54.40

NORTHING: 3260116.11

EASTING: 426361.24

MID: 1+29.62

NORTHING: 3260108.52

EASTING: 426384.83

MID: 1+51.70

NORTHING: 3260115.41

EASTING: 426363.85

INSTALL 31' LENGTH X 9' SPAN X 7' RISE

4-SIDED REINFORCED

CONCRETE BOX CULVERT

BOX CULVERT C/L STAKE 1

ROAD STAT: 0+37.03

NORTHING: 3260086.05

EASTING: 426405.30

BOX CULVERT C/L STAKE 2

ROAD STAT: 0+68.03

NORTHING: 3260115.63

EASTING: 426414.56

47°

58°

39°

42°

NEW WINGWALL SYSTEM, TYP

ROADWAY

STATIONING: 0+20.05

NORTHING: 3260076.33

EASTING: 426489.56

C-105

GENERAL NOTE:

1. STOCKPILE & PLACE ALL TOPSOIL ONTO

FINISH EMBANKMENT ABOVE WINGWALL

SYSTEMS FOR FUTURE SEEDING AND

MULCHING TURF ESTABLISHMENT.

COVERED IN PAY ITEMS 20801 AND PAY

ITEM 20803.

CONTROL POINT TABLE

POINT #

NORTHING

3260043.90

3260152.35

3260069.66

3260073.55

EASTING

426485.10

426324.32

426617.27

426376.78

ELEVATION

30.00

28.99

32.86

28.62

DESCRIPTION

CP1

CP2

CP3

CP4

BENCHMARK

POINT #

NORTHING

3260154.37

EASTING

426338.01

ELEVATION

32.42

DESCRIPTION

BENCHMARK

NFSR 74 ROAD ALIGNMENT CENTERLINE COORDINATES

NUMBER

STATION

0+00.00

PC 1+27.31

PI 1+29.62

PT 1+31.92

1+31.92

PC 1+48.99

PI 1+51.70

PT 1+54.40

1+54.40

NORTHING

3260070.44

3260107.83

3260109.23

3260114.61

3260116.11

EASTING

426508.73

426387.03

426382.64

426366.43

426361.24

RADIUS

205.00

68.50

DELTA

1-17-20

4-31-10

TANGENT

LENGTH

127.31

4.61

17.07

5.40

40.84

BEARING

N72° 55' 14.39"W

N72° 16' 34.57"W

N71° 37' 54.75"W

N73° 53' 29.89"W

N76° 09' 05.04"W

BASED ON TRUE NORTH

COORDINATES

0 12.5 25

SCALE IN FEET

12.5

SITE PLAN

PLAN VIEW

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

OCALA NATIONAL

FOREST

DRAWING TITLE

ARCHIVE NO.

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

SITE

PLAN

C-101

SCALED TO A 11x17

DATE SIGNED

PROJECT LOCATION SURVEY COORDINATES

LATITUDE: 29.4677

LONGITUDE: -81.7582004742614

STANDARD UTM: ZONE 17, HEMISPHERE "N"

HYDRAULIC DATA

THIS BOX CULVERT IS DESIGNED TO PASS A 100 YEAR FREQENCY FLOOD OF 186.42 CFS

WITH A FREEBOARD OF 3.0 FT.

DRAINAGE AREA 1.875 SQ. MILES

Q100 FLOW 186.42 CFS

Q100 WATER SURFACE ELEV. 25.81 FT.

FREEBOARD PROVIDED (BASED ON Q100) 3.0 FT.

SPECIFICATIONS:

DESIGN:

1. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 6TH EDITION (2012) OR NEWER

WITH INTERIM SPECIFICATIONS.

CONSTRUCTION:

2. CONSTRUCTION OF THIS STRUCTURE IS TO BE IN ACCORDANCE WITH THE

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS, FP-14 WITH FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS.

DESIGN:

DEAD LOAD:

· SUPERIMPOSED DEAD LOAD = AS APPLICABLE PER AASHTO LRFD

· EARTH = 120 PCF

· REINFORCED CONCRETE = 150 PCF

· EARTH PRESSURES = AS APPLICABLE PER AASHTO LRFD

· AGGREGATE SURFACE = 135 PCF

· SUBSTRUCTURE AND SUPERSTRUCTURE = AS APPLICABLE PER AASHTO LRFD

LIVE LOAD:

· LIVE LOAD = STRENGTH 1 LIMIT STATE - AASHTO HL-93

· PEDESTRIAN LIVE LOAD = 90 PSF

· GROUND SNOW LOAD = 0 PSF (ASCE 7)

· WIND LOAD = 105 MPH (3-SEC PEAK GUST IN MPH)

· SPAN LENGTH = 9' - 0" MAXIMUM SPAN BY 7' - 0" TOTAL RISE BOX CULVERT

CENTRIFUGAL FORCE: APPLIED IN ACCORDANCE WITH AASHTO BASED ON A DESIGN

SPEED OF 35 MPH

SEISMIC:

· SEISMIC (IRC) = SITE CLASS B

GENERAL NOTES:

1. THE PRECAST DESIGN SHOWN IN PLANSET DRAWING MAY BE SUBSTITUTED FOR

CAST-IN-PLACE BOX CULVERTS DESIGNED TO AASHTO LRFD BRIDGE DESIGN

SPECIFICATIONS, 4TH EDITION. DESIGNS ARE BASED ON THE DESIGN CRITERIA

SHOWN IN FDOT STRUCTURES DESIGN GUIDELINES. A “SUBMITTAL SHOP

DRAWING” IS REQUIRED FOR ALL STRUCTURES INCLUDING THE 4-SIDED

PRECAST BOX SHOWN IN PLANSET DRAWING AND A CAST-IN-PLACE 4-SIDED BOX

CULVERT WITH P.E. STAMPED REGISTERED IN THE STATE OF FLORIDA.

2. LOADING: HL-93 & ANY FILL HEIGHTS BETWEEN THE MINIMUM & MAXIMUM

SHOWN.

3. ONLY ONE DESIGN OF PRECAST BOX CULVERT IS TO BE USED FOR ANY

INSTALLATION.

4. REINFORCING STEEL MUST CONSIST OF SMOOTH OR DEFORMED WELDED WIRE

REINFORCEMENT (WWR) MEETING THE REQUIREMENTS OF FP-14 SPECIFICATION

SECTION 709.01 AND 709.02. LONGITUDINAL REINFORCEMENT MAY CONSIST OF

REINFORCING BARS MEETING THE REQUIREMENTS OF SPECIFICATION SECTION

709.01. MINIMUM COVER MUST BE 2" FOR SLIGHTLY OR MODERATELY

AGGRESSIVE ENVIRONMENTS OR 3" FOR EXTREMELY AGGRESSIVE

ENVIRONMENTS, UNLESS OTHERWISE SHOWN. THE SPACING OF

CIRCUMFERENTIAL WIRES MUST NOT BE LESS THAN 2" NOR MORE THAN 4". THE

SPACING OF LONGITUDINAL WIRES OR BARS MUST NOT BE MORE THAN 8".

5. AS9 LONGITUDINAL WIRES MUST HAVE A MINIMUM CROSS-SECTIONAL AREA OF

40% OF THE CIRCUMFERENTIAL WIRES, BUT NOT LESS THAN A W2.5 OR O4.0 FOR

WWR, OR #3 BARS FOR DEFORMED BARS.

6. WELDING OF REINFORCEMENT MUST BE LIMITED TO THE LOCATIONS SHOWN IN

ASTM C1577 AND IN ACCORDANCE WITH ANSI/AWS 01.4 "STRUCTURAL WELDING

CODE - REINFORCING STEEL".

7. FOR ALTERNATE REINFORCING CONFIGURATION OPTIONS 2 AND 3 SHOWN IN

DETAIL "B" (SHEET D-101), AS 1 MAY BE EXTENDED TO THE MIDDLE OF EITHER

SLAB AND LAP SPLICED WITH AS7 AND AS8. AS4 MAY BE LAP SPLICED AT ANY

LOCATION OR CONNECTED TO AS2 OR AS3 AT CORNERS BY WELDING.

8. HAUNCH DIMENSIONS MAY VARY BETWEEN THE MINIMUM AND MAXIMUM

DIMENSIONS SHOWN IN THE DESIGN TABLES BUT ONLY ONE HAUNCH DIMENSION

MUST BE USED WITHIN THE FULL LENGTH OF THE BOX CULVERT INSTALLATION.

9. SUBMITTAL CALCULATIONS ARE REQUIRED FOR ANY SLAB AND/OR WALL

THICKNESS AND REINFORCEMENT AREAS SHOWN.

10. MINIMUM LENGTH OF PRECAST BOX SEGMENTS IS 4 FEET AND MAXIMUM LENGTH

IS 16 FEET.

11. SEE PLANSET SHEET AND PER MANUFACTURE AND P.E. STAMPED SUBMITTAL

FOR CONNECTIONS TO WINGWALLS, HEADWALLS AND OTHER GENERAL DETAILS.

FOUNDATION INVESTIGATION: NO SUBGRADE INVESTIGATION WAS CONDUCTED.

OBSERVATION OF SURFACE MATERIAL AT THIS SITE CATEGORIZES MATERIALS AS

SILTY CLAY AND LOAM WITH AN ASSUMED BEARING PRESSURE OF 2000 PSF.

LOCATE FOOTINGS BELOW THE ESTIMATED SCOUR DEPTH.

DETERMINATION OF UNSUITABLE MATERIAL IS THE SOLE DISCRETION OF THE C.O..

FOUNDATION FILL IS INCIDENTAL AND COVERED IN PAY ITEM 20803 FOR A MAX

DEPTH OF 2 FT.... FOUNDATION FILL MATERIAL SHALL CONFORM TO FP-14 SECTION

704.01.... CONTRACTOR SHALL COORDINATE IN WRITING WITH THE CO IF EXPECTED

TO EXCEED 2' DEPTH.

HYDROLOGY DATA

· BANKFULL WIDTH, MEAN = 6.10 FT.

· MANNING'S COEFFICIENT = 0.040 NATURAL STREAM WITH DEEP POOLS

· STREAM SIMULATION WIDTH (1.2 X WIDTH OF BANKFULL CHANNEL + 2 FT) PER

WASHINGTON DEPT. OF FISH AND WILDLIFE (WATER CROSSING DESIGN

GUIDELINES) AND U.S ARMY CORPS OF ENGINEERS (STREAM CROSSINGS BMPS).

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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STATION (FEET)

0+00 0+20 0+40 0+60 0+80 1+001+01

0+00

0+05 0+10 0+15

0+20

0+25 0+30 0+35

0+40

0+45 0+50 0+55

0+60

0+65 0+70 0+75

0+80

0+85 0+90 0+95

1+001+01

0+00

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1+001+01.24

2.73' DESIGN

EARTH COVER

REFERENCE POINT

STA 0+24.23

ELEV 22.30

GRADE BREAK

STA: 0+24.21

ELEV: 22.30

GRADE BREAK

STA: 0+99.49

ELEV: 21.14

-1.53%

BOX CULVERT C/L STAKE 1

INLET INVERT

STA 0+37.03

ELEV 21.10

BOX CULVERT C/L STAKE 2

OUTLET INVERT

STA 0+68.03

ELEV 20.64

FINISHED GROUND

EXISTING GROUND

STA 1+01.08

ELEV 22.63NEW PROPOSED

STREAM THALWEG

EXISTING GROUND

C102

PROPOSED STREAM THALWEG

EXCAVATE APPROX.

23' L.F. OF STREAM

TO GRADE SPECIFIED

7'-00" RISE

WALL THICKNESS

31'-00" LENGTH

PLACED AND SET @-1.5%

PRECAST CURB, TYP

SEE DETAIL "J" ON

SHEET D-102

1V:3H FILL SLOPE, TYP TO BOTH SIDES

PROPOSED

THALWEG

CONTINUE STREAM CONSTR.

UNTIL STREAM THALWEG DAYLIGHT

2'-0" 2'-0"

BEDDING

2'-0" 2'-0"

PLACE AND COMPACT

STRUCTURAL BACKFILL

MATERIAL 1'-0" THICKNESS

AROUND STRUCTURE ON

ALL SIDES OF STRUCTURE

FINISHED GROUND (FG)

EXISTING

GROUND (EG)

EXISTING

GROUND (EG)

EXCAVATION BACKFILL

REINFORCED CONCRETE

BOX CULVERT

BACKFILL WITH SUITABLE STRUCTURAL

BACKFILL MATERIAL A MINIMUM OF 12

INCHES AROUND STRUCTURE OR AS

REQUIRED BY THE MANUFACTURE.

MAXIMUM PARTICLE SIZE IS 3 INCHES

PER FP-14 SECTION 704.04.

REFER TO FP-14 SECTION

208.08 FOR FOUNDATION

PREPARATION

FOLLOW OSHA SAFETY

REGULATIONS FOR SLOPING

THE SIDES OF EXCAVATION,

USING SHORING & BRACING,

AND FOR OTHER SAFETY

FEATURES. INCLUDED IN PAY

ITEM 20801

BOX CULVERT VERTICAL PROFILE

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

BOX CULVERT

VERTICAL PROFILE

C-102

OCALA NATIONAL

FOREST

EXCAVATION & BACKFILL DETAIL

NTS

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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PRECAST OR CAST-IN-PLACE, TAPERED AND

FLARED WING WALL SECTIONS WITH WEEP

HOLES. (SUBMITTAL REQUIRED)

31'-0" PRECAST REINFORCED FOUR-SIDED MONOLITHIC BOX CULVERT

℄ OF NFSR 74 M.P. 5.7

31' LENGTH X 9' SPAN X 7' RISE

PRECAST REINFORCED

FOUR-SIDED MONOLITHIC BOX CULVERT

O U

T S

I D

H O

U L D

E R

E D

G E

R A

V E

L E

A Y

SHLDR

E D

G E

V E

L E

A Y

SHLDR

O U

T S

I D

U L D

E R

PRECAST, TAPERED AND FLARED

WING WALL SECTION, TYP

PRECAST OR CAST-IN-PLACE

WING WALL FOOTING. (SEE WING

WALL SECTION A-A ON SHEET D-102)

MANUFACTURE SHOP DRAWING

SUBMITTAL REQUIRED WITH P.E.

STAMPED REGISTERED IN THE

STATE OF FLORIDA.

PROPOSED STREAM

THALWEG ALIGNMENT

7' RISE

BOX CULVERT ℄ STAKE 1

INLET INVERT

STATIONING: 0+37.03

ELEV: 21.10

FILL LESS THAN 2'-0" ABOVE

PRECAST BOX CULVERT

3.0

1.0

BOX CULVERT ℄ STAKE 2

OUTLET INVERT

STATIONING: 0+68.03

ELEV: 20.64

-1.5%

FINISHED ROAD SURFACE

(SEE ROAD STANDARD DETAIL)

12'

TRAVELED WAY

UPSTREAM

DOWNSTREAM

9' SPAN

39°

42°

15'

13'

3.0

1.0

PRECAST CURB, TYP AS SHOWN IN

P.E. STAMPED SHOP DRAWINGS

PROVIDED BY THE CONTRACTOR

TO C.O.. (SEE DETAIL "J" ON SHEET

D-103)

47°

58°

14'

12'

PLACE AND GRADE BEDDING MATERIAL

IN COMPACTED LAYERS NOT EXCEEDING 6-INCHES

IN DEPTH. COMPACT EACH LAYER ACCORDING TO

FP-14 SUBSECTION 209.10

LEFT END

WINGWALL

LEFT BEGIN

WINGWALL

RIGHT BEGIN

WINGWALL

RIGHT END

WINGWALL

LEFT EXTERIOR

BARREL WALL

RIGHT EXTERIOR

BARREL WALL

CUT OFF WALL SECTION

SEE DETAIL "D-D", TYP

(SHEET D-103)

END OF BARREL &

FACE OF HEADWALL, TYP

SCHEMATIC - PLAN VIEW

HEADWALL & WINGWALL ALIGNMENT

C-105

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

STANDARD PRECAST

BOX CULVERT

WINGWALL SYSTEM

LAYOUT

C-103

OCALA NATIONAL

FOREST

GENERAL NOTES:

1. ALL HEADWALL AND CULVERT SKEW ANGLES

ARE MEASURED IN DEGREES FROM A LINE

PERPENDICULAR TO THE SPAN INSIDE EDGE

OF BOX CULVERT (COUNTER-CLOCKWISE

POSITIVE).

2. SURFACE FINISH: ALL CONCRETE SURFACES

SHALL RECEIVE A GENERAL SURFACE FINISH.

3. SKEWED CONSTRUCTION JOINTS:

CONSTRUCTION JOINTS IN BARRELS OF

CULVERTS WITH SKEWED WINGWALLS MAY BE

PLACED PARALLEL TO THE HEADWALLS AND

THE REINFORCING STEEL, AND THE SLABS

MAY BE CUT PROVIDED THAT THE CUT

REINFORCING STEEL EXTENDS BEYOND THE

CONSTRUCTION JOINT ENOUGH FOR SPLICES

TO BE MADE IN ACCORDANCE WITH P.E.

STAMPED SHOP DRAWINGS PROVIDED BY THE

CONTRACTOR TO C.O.. THE COST OF

CONSTRUCTION JOINTS AND ADDITIONAL

REINFORCING SHALL BE AT THE EXPENSE OF

THE CONTRACTOR.

4. CULVERT EXTENSIONS: FOR CUT BACKS AND

TIES INTO EXISTING CONCRETE BOX

CULVERTS, CONFORM TO P.E. STAMPED SHOP

DRAWINGS PROVIDED BY THE CONTRACTOR

TO C.O..

5. REINFORCING STEEL: SEE THE P.E. STAMPED

SHOP DRAWINGS PROVIDED BY THE

CONTRACTOR TO C.O. FOR GRADE AND BAR

SPACING. SEE THE REINFORCING BAR LIST IN

THE P.E. STAMPED SHOP DRAWINGS FOR BAR

SIZES AND BAR BENDING DETAILS.

LONGITUDINAL SECTION THRU CULVERT

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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C-I-P WINGWALL AS PER

DETAILS SHOWN IN P.E.

STAMPED SHOP DRAWING

SUBMITTAL

SECTION C-C, C-I-P

HEADWALL CONNECTION TO

PRECAST BOX CULVERT

SECTION D-D, C-I-P

TOEWALL CONNECTION

TO PRECAST ENDBOX

" V-GROOVE

6" BEDDING

MATERIAL

1'-0" MIN.

FILTER FABRIC

(FULL EXTERIOR

WRAP)

BOX LENGTHS RANGE

FROM 4'-0" TO 16'-0"

2'-0" (MIN.)

PRECAST BOX CULVERT SECTIONS (TYP.)

OPTIONAL LAP

(2'-0" MIN.)

FILTER FABRIC (FULL

LENGTH AT EXTERIOR

LONGITUDINAL JOINT)

TYPE B BOXES ONLY

SEE SECTION B-B

LONGITUDINAL JOINT

(TYPE B BOXES ONLY)

ISOMETRIC VIEW PRECAST CONCRETE BOX CULVERT

(DOUBLE BARREL CULVERT SHOWN, SINGLE BARREL

CULVERT SIMILAR)

C-I-P WINGWALL

I N

LINE WITH FILTER

FABRIC (TYPE D-3)

1'-0" OVERLAP (TYP.)

OPTIONAL UNREINFORCED

CONCRETE FILLER SLAB

1'-0"

MIN.

THREADED BARS WITH MECHANICAL

COUPLERS OR FULL LENGTH LAP SPLICE

OR BAR EXTENSIONS (TYP.)

LINE WITH FILTER

FABRIC (TYPE D-3)

1'-0" OVERLAP (TYP.)

6" CHAMFER

(TYP.)

6" MIN.

EXPLODED VIEW OF CONNECTIONS AT END OF CULVERT (DOUBLE

BARREL CULVERT SHOWN, SINGLE BARREL CULVERT SIMILAR)

GENERAL NOTES:

SPECIFICATIONS:

GENERAL:

STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE ON FEDERAL HIGHWAY PROJECTS

CONCRETE (PRECAST):

CLASS III OR CLASS II MODIFIED (5,000 PSI) FOR SLIGHTLY AGGRESSIVE ENVIRONMENTS.

CLASS IV (5,500 PSI) FOR MODERATELY TO EXTREMELY AGGRESSIVE ENVIRONMENTS.

CONCRETE (CAST-IN-PLACE):

CLASS IV (5,500 PSI) FOR MODERATELY TO EXTREMELY AGGRESSIVE ENVIRONMENTS.

REINFORCING STEEL:

MAINTAIN MINIMUM CLEARANCE OF 2" FOR SLIGHTLY AND MODERATELY AGGRESSIVE ENVIRONMENTS OR 3" FOR EXTREMELY

AGGRESSIVE ENVIRONMENTS, UNLESS OTHERWISE SHOWN. EQUAL AREA SUBSTITUTION OF WELDED WIRE (WWR) REINFORCEMENT

IS PERMITTED.

WORK THIS INDEX WITH THE CAST-IN-PLACE CONCRETE BOX CULVERT DETAILS AND DATA TABLES SHOWN IN P.E. STAMPED SHOP

DRAWINGS SUBMITTALS AND THE PRECAST CONCRETE BOX CULVERTS SHOWN IN THE SHOP DRAWINGS.

ALL JOINTS BETWEEN PRECAST SECTIONS MUST BE TONGUE & GROOVE WITH JOINT SEALANT. JOINTS BETWEEN CAST-IN-PLACE &

PRECAST SECTIONS SHALL HAVE LONGITUDINAL REINFORCING EXTENDING FROM TOP, BOTTOM & BOTH SIDE SLABS OF THE PRECAST

BOX TIED TO THE CAST-IN-PLACE REINFORCEMENT. SINGLE BARREL CULVERTS MAY HAVE PRECAST HEADWALLS CAST INTEGRALLY

WITH THE END SEGMENT WHEN APPROVED BY THE PROFESSIONAL ENGINEER

FULL TRANSITION DETAILS MUST BE SHOWN IN THE SHOP DRAWINGS WHEN APPROVED.

CULVERTS SUBSTITUTION MUST BE APPROVED BY THE ENGINEER, MINIMUM EARTH COVER AND INVERT ELEVATIONS SHOWN IN THE

CULVERT PROFILE SHEET MUST BE MAINTAINED.

SPECIAL PRECAST

END SEGMENT

D-103

D-101

PERMITTED PRECAST ALTERNATE BOX SECTIONS

SINGLE BARREL DESIGN NOTES

P.E. STAMPED SHOP

DRAWINGS

SUBMITTAL

P.E. STAMPED SHOP

DRAWINGS

SUBMITTAL

DESCRIPTION

TYPE

SINGLE CELL

MONOLITHIC

(FOUR SIDED)

SINGLE CELL

TWO-PIECE

(FOUR SIDED)

THREE

SIDED

BOTTOM

SECTION

TOP SLAB

SECTION

D-101

#4 STIRRUPS @

1'-0" MAX SPACING

6" EXTENSION OF BOTTOM STEEL (PROVIDE

STANDARD HOOK OR WWR ANCHORAGE)

As REQD.

8" MIN.

TYPE D-3 FILTER

FABRIC (FULL LENGTH

OF HORIZONTAL JOINT)

" MAX. JOINT

(NON-SHRINK OR JOINT

SEALANT)

VARIES**

" MIN.)

TYP. COVER

#4 STIRRUP

BEND DIAGRAM

SECTION B-B

TOP SLAB TO WALL JOINT

(HAUNCHED JOINT)

**PROVIDE ADEQUATE WIDTH

TO SATISFY SHEAR STRENGTH

REQUIREMENTS AT JOINT

Blhw

AS PER P.E.

STAMPED SUBMITTAL PLANS

2"X2" CHAMFER

(TYP.)

H l h w

S T

A M

P E

U B

M I T

T A

L A

N S

FIELD BEND & TRIM BOTTOM

BAR EXTENSION AS SHOWN

TO MAINTAIN COVER

FACE OF WINGWALL

OR HEDWALL

6"X6"

CHAMFER

8" MIN.

HEADWALL REINFORCING

(AS PER P.E. STAMPED

SUBMITTAL PLANS)

LINE WITH FILTER FABRIC

W/ 1'-0" OVERLAP (MIN.)

MIN.

CIRCUMFERENTIAL TOP

SLAB REINFORCING (AS

PER P.E. STAMPED

SUBMITTAL PLANS)

LONGITUDINAL TOP

SLAB REINFORCING

MECHANICAL COUPLERS OR 1'-6" BAR

EXTENSION. (#4 BAR ADHESIVE

BONDED DOWELS WITH 1'-0"

EMBEDMENT AND 1'-0" MIN. SPACING

PERMITTED)

TOP SLAB C-I-P

REINFORCING OR

EXTENSION OF

PRECAST REINFORCING

FACE OF PRECAST

END SEGMENT

C-I-P END SECTION

(AS PER PLANS)

PRECAST BOX CULVERT

SECTION C-C

C-I-P HEADWALL DETAILS & CONNECTION TO PRECAST BOX

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

STANDARD PRECAST

BOX CULVERT DETAIL

D-101

OCALA NATIONAL

FOREST

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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As9 (BOT. &

SIDES)

As8

As3

R I S

SPAN (S)

2" COVER

(TYP.)

B O

S L A

T b

T O

S L A

T t

As9 As7

SEE DETAIL "B" FOR

TYPICAL REINFORCING

As5As2

As4

As1

SIDE WALL

(Tw)

TYPICAL BOX CROSS SECTION (TYPE I)

DESIGN EARTH COVER LESS THAN 2'

(OPTION 1 REINFORCING CONFIGURATION SHOWN)

V A

R I E

S V

A R

I E

S ℄ LAP SPLICE

(INSIDE CAGE)

℄ LAP SPLICE (OUTER CAGE)

S/2S/2

SCHEMATIC OF LAP SPICE LOCATIONS

FOR OPTION 2 & 3 REINFORCING CONFIGURATIONS

3"MIN. - 6" MAX. TONGUE

LENGTH (8° TO 15° BEVEL)

JOINT

SEALANT

OUTER CAGE (As1 OR As6 @ TOP, As1 OR As8 @ bottom, As1 @ sides)

" MIN. COVER OUTSIDE,

1" MIN. COVER INSIDE AT JOINT

2" COVER

(TYP.)

FILTER

FABRIC

I N

E E

T A

B L E

INNER CAGE

(As2 @ TOP, As3 @ BOTTOM, As4 @ SIDES)

FINAL JOINT GAP AS PER

SEALANT MANUFACTURER'S

RECOMMENDATIONS

DIRECTION

OF FLOW

2" COVER

(TYP.)

1" CL. MIN. (TYP.)

" MIN.,

2" MAX.

3" MIN.

" MIN.,

2" MAX.

1" CL. MIN. (TYP.)

3" MAX.

SECTION B-B

TYPICAL SECTION THRU JOINT

2" COVER

(TYP.)

" MIN. COVER OUTSIDE,

1" MIN. COVER INSIDE AT JOINT

As4

As1

As9

2" MIN.

4" MIN.

4d MIN. R.

2" MIN.

TOP As7

BOT. As8

TOP As2

BOT. As3

4" MAX

1 = LONGITUDINAL

WIRE SPACE

PLUS 2"

10" MIN.

1 = LONGITUDINAL

WIRE SPACE

PLUS 2"

10" MIN.

2" MIN.

TOP As7

BOT. As8

As9

TOP As2

BOT. As3

SIDE As4

As1

MIN. R.

MAX

As9

TOP As7

BOT. As8

1 = LONGITUDINAL

WIRE SPACE

PLUS 2"

10" MIN.

WALL THICKNESS

MAX. = 2" MAX.

SUPPLEMENTAL WIRES

FOR As2 (TOP)

OR As3 (BOT.)

MIN. R.

As1

As4

MIN.

TOP As2, BOT. As3

INTEGRATED WITH As4

DETAIL "B"

(OPTION 3)

DETAIL "B"

(OPTION 2)

DETAIL "B"

(OPTION 1)

STANDARD PRECAST BOX CULVERT WITH 2"

CONCRETE COVER

NOTES:

1. SEE TABLE ABOVE FOR DIMENSIONS

AND AREAS OF REINFORCEMENT.

As9 (TYP.)

As1

(1'-0" MIN.)

T t

T b x C

O V

E R

A X

Y P

WWR PIECE NO. 1

(2 REQD. PER SEGMENT)

8" MAX.

(TYP.)

As2 OR As3

OPTION

2 OR 3

S+8" MIN.

WWR PIECE NO. 2

(2 REQD. PER SEGMENT)

S+2(Tw+10"-COVER-A)

8" MAX.

(TYP.)

As9

As7 (TOP SLAB)

As8 (BOT. SLAB)

WWR PIECE NO. 4

(2 REQD. PER SEGMENT)

WWR PIECE NO. 3

(2 REQD. PER SEGMENT)

OPTION 2 OR 3

As9

As4

8" MAX.

(TYP.)

R+2x COVER

NOTES:

1. REINFORCEMENT BENDING DIMENSIONS ARE OUT-TO-OUT.

2. SEE GENERAL NOTES 4, 5, AND 6 ON SHEET C-101.

3. SEE TABLE ABOVE FOR DIMENSIONS M, R, S, Tb, Tt, AND Tw.

4. DIMENSIONS "A" IS DETERMINED BY MANUFACTURE IN

ACCORDANCE WITH THE REQUIREMENTS OF DETAIL "B" AS SHOWN

ON THIS PAGE.

TYPE 1 BOX SECTION (DESIGN EARTH

COVER 2' OR GREATER)

INSTALLATION

PLAN VIEW

As9 (TYP)

9.5 9.5 9

10.5 11 9

TO 12

9' X 7'

SLAB / WALL THICKNESS

TOP

(Tt)

(in.)

BOT

(Tb)

(in.)

SIDE

(Tw)

(in.)

HAUNCH

(H)

(in.)

SPAN X RISE

(S) (R)

(FT.)

DESIGN

EARTH COVER

ABOVE TOP

SLAB

REINFORCEMENT AREAS

(sq. in. / Ft.)

STANDARD PRECAST BOX CULVERT

DESIGNS (2" COVER) - 9' SPANS

0.33' - <2' 0.42

0.69 0.60 0.11 0.23 0.32 0.37

As1 As2 As3 As4 As5 As7 As8 As9

S E

E N

E R

As1 EXT.

LENGTH

(M)

(in.)

DIRECTION

OF LAY

PRPOSED STREAM

THALWEG ALIGNMENT

(SEE SHEET C-102)

NOTE:

1. MANUFACTURED TO ASTM

C1433 OR C1577.

6" DEPTH BEDDING

MATERIAL

STANDARD PRECAST BOX CULVERT

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

D-102

OCALA NATIONAL

FOREST

STANDARD PRECAST

BOX CULVERT DETAIL

CONT.

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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2'-0"

B A

R S

A L L

E L

A R

B A

BARS, EXPOSED SIDE

BARS SOIL SIDE

(TIED TO WINGWALL BARS)

(SEE NOTE 3)

BARS (DOWELS) (WHERE

REQ'D.), AS PER P.E.

STAMPED SUBMITTAL

PLANS

H e

I N

BARS, (DOWELS) AS PER

P.E. STAMPED SUBMITTAL PLANS

TYPICAL SPACE

BARS AS PER P.E.

STAMPED SUBMITTAL PLANS

BARS, TOP MAT

BARS, BOTTOM MAT

HALF BAR

SPACE

HALF BAR

SPACE

℄ CONSTRUCTION

JOINT (SEE NOTE 1)

B A

R S

E X

P O

S E

I D

B A

R S

S O

I L

I D

E X

P O

S E

I D

S O

I L

I D

B (TYP.)

WINGWALL ELEVATION VARIABLE HEIGHT

(LEFT END SHOWN - OTHER CORNERS SIMILAR)

2" X 2"

CHAMFER

(TYP.)

VARIES

(3" MIN.)

VARIES

(3" MIN.)

REINFORCEMENT

BARS

DOWEL BARS

@ 8" SPACING

SHOWN AS ( )

(TYP.)

B A

R S

A R

I E

S T

A M

P E

U B

M I T

T A

L A

N S

B A

A R

I E

S T

A M

P E

U B

M I T

T A

L A

N S

BARS

BARS, AS PER P.E.

STAMPED SUBMITTAL

PLANS

BARS EACH FACE @

EQUAL SPACING AS

SHOWN IN P.E.

STAMPED

SUBMITTAL PLANS

1'-0"

AS SHOWN IN

P.E. STAMPED

SUBMITTAL

PLANS

RhRt

WINGWALL SECTION A-A

WINGWALL NOTES:

1. ALIGN CONSTRUCTION JOINT PERPENDICULAR TO

WINGWALL.

2. IN THE VICINITY OF THE CONSTRUCTION JOINT,

FIELD BEND REINFORCEMENT AS NECESSARY TO

MAINTAIN MINIMUM REINFORCEMENT COVER PER

P.E. STAMPED P.E. SHOP DRAWINGS SUBMITTALS.

3. FOR CONSTANT HEIGHT WINGWALLS, BARS MAY

HAVE VARIABLE LENGTHS BARS, AND AS SUCH THE

LIMITS OF BARS EXTEND THE FULL LENGTH OF THE

WINGWALL, AND THE LIMITS OF SOME BARS MAY

EXTEND TO THE FULL HEIGHT OF THE WINGWALL.

SEE DETAIL "F"

3"Ø WEEP HOLE WITH

CONTINUOUS UNDERDRAIN

(SEE DETAIL "B")

Hlcw (LEFT)

Hrcw (RIGHT)

PROVIDE ADDITIONAL 3"Ø WEEP

HOLES @ 10'-0" SPACING WHEN

BASE OF WINGWALL IS EXPOSED

BARS IN LEFT BEGIN WINGWALL &

RIGHT END WINGWALL AS SHOWN IN

P.E. STAMPED SUBMITTAL PLANS, TYP.

END ELEVATION

(SHOWING CONSTANT HEIGHT AND

VARIABLE HEIGHT WINGWALLS)

1'-0"

FILTER FABRIC SHALL

CONFORM TO FP-14

SECTION 714

GRANULAR BACKFILL SHALL

CONFORM TO PER FP-14 SECTION 703.03

UNDERDRAIN PIPE

PER FP-14

SECTION 605

6" 1'-6"

DETAIL "B"

UNDERDRAIN DETAIL

1'-0"

LAP

6" SIDE

CHAMFER

6" TOP

CHAMFER

" V-GROOVE AT ℄

CONSTRUCTION JOINT

IN VERTICAL FACE OF

WINGWALL ONLY

DETAIL "F"

OPTIONAL

CONSTRUCTION

JOINT, TYP.

2" X 2" CHAMFER,

TYP.

Blhw

BARS AS SHOWN IN P.E.

STAMPED SUBMITTAL

PLANS

6" X 6" CHAMFER

(TYP)

Hlhw

BARS AS SHOWN IN P.E.

STAMPED SUBMITTAL PLANS

PRECAST CURB - DETAIL "J"

LEFT HEADWALL SECTION

(RIGHT HEADWALL SIMILAR)

1'-6" MIN.

BEGIN 1V:3H WINGWALL TAPER

PER P.E. DRAWINGS SUBMITTAL

BARS AS SHOWN

IN P.E. STAMPED

SUBMITTAL PLANS

C-I-P END SECTION

(AS PER P.E. STAMPED SUBMITTAL PLANS)

Blcw (P.E. STAMPED

SUBMITTAL PLANS)

H l c w

E R

P E

T A

M P

E D

S U

B M

I T

T A

L A

N S

" X

CHAMFER

CUTOFF WALL REINFORCING

(TYP.) AS PER P.E. STAMPED

SUBMITTAL PLANS

1'-3" MIN. LAP

SPLICE (WHEN REQD.)

1'-6"

FACE OF C-I-P

WINGWALL/HEADWALL

FACE OF PRECAST

END SEGMENT &

CONSTRUCTION

JOINT

MECHANICAL COUPLERS OR 1'-6" MIN.

BAR EXTENSION (FULL LENGTH BAR

EXTENSION OR ADHESIVE BONDED BARS

WITH 1'-0" EMBEDMENT PERMITTED)

LONGITUDINAL BOTTOM SLAB REINFORCING

THICKNESS OF C-I-P BOTTOM

SLAB (Tb) AS SHOWN IN P.E.

STAMPED SUBMITTAL PLANS

CIRCUMFERENTIAL BOTTOM SLAB REINFORCING

BOTTOM SLAB C-I-P REINFORCING OR

EXTENSIONS OF PRECAST REINFORCING

SECTION D-D

C-I-P TOE SLAB & CUTOFF WALL DETAILS

AND CONNECTION TO PRECAST BOX

PRECAST BOX CULVERT

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

WINGWALL SYSTEM

DETAIL

D-103

OCALA NATIONAL

FOREST

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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E V

A T

I O

E E

STATION (FEET)

0+20 0+40 0+60 0+80 1+00 1+20 1+40

0+20

0+25 0+30 0+35

0+40

0+45 0+50 0+55

0+60

0+65 0+70 0+75

0+80

0+85 0+90 0+95

1+00

1+05 1+10 1+15

1+20

1+25 1+30 1+35

1+40

1+45 1+50

3.34%

GRADE BREAK

STA: 0+20.00

ELEV: 28.95

PVI STA: 1+03.40

PVI ELEV: 31.74

K: 6.75

LVC: 45.17

HP STA: 1+03.36

HP ELEV: 31.36

STA 1+03.40

ELEV 31.36

ROADWAY

REFERENCE POINT

STA 0+20.05

ELEV 28.95

0+20

E G

E L

E V

E G

E L

E V

E G

E L

E V

0+40

E G

E L

E V

E G

E L

E V

E G

E L

E V

0+60

E G

E L

E V

E G

E L

E V

E G

E L

E V

0+80

E G

E L

E V

E G

E L

E V

E G

E L

E V

1+00

E G

E L

E V

E G

E L

E V

E G

E L

E V

1+20

E G

E L

E V

E G

E L

E V

E G

E L

E V

1+40

E G

E L

E V

E G

E L

E V

E G

0+20

F G

E L

E V

F G

E L

E V

F G

E L

E V

0+40

F G

E L

E V

F G

E L

E V

F G

E L

E V

0+60

F G

E L

E V

F G

E L

E V

F G

E L

E V

0+80

F G

E L

E V

F G

E L

E V

F G

E L

E V

1+00

F G

E L

E V

F G

E L

E V

F G

E L

E V

1+20

F G

E L

E V

F G

E L

E V

F G

E L

E V

1+40

F G

E L

E V

F G

E L

E V

F G

FINISHED GRADE (FG)

EXISTING GRADE (EG)

FINISHED GRADE (FG)

EXISTING GRADE (EG)

M A

T C

H L

I N

S T

A T

I O

9' SPAN

7' RISE

WINGWALL

STA 1+03.37

ELEV 20.87

FINISHED ROAD

GRADE

FINISHED ROAD GRADE

E L

E V

A T

I O

E E

STATION (FEET)

0+60 0+80 1+00 1+20 1+40 1+60 1+80 1+91

0+60

0+65 0+70 0+75

0+80

0+85 0+90 0+95

1+00

1+05 1+10 1+15

1+20

1+25 1+30 1+35

1+40

1+45 1+50 1+55

1+60

1+65 1+70 1+75

1+80

1+85 1+90

1+91

-3.35%

GRADE BREAK

STA: 1+90.00

ELEV: 28.84

PVI STA: 1+03.40

PVI ELEV: 31.74

K: 6.75

LVC: 45.17

HP STA: 1+03.36

HP ELEV: 31.36

STA 1+03.40

ELEV 31.36

0+60

E G

E L

E V

E G

E L

E V

E G

E L

E V

0+80

E G

E L

E V

E G

E L

E V

E G

E L

E V

1+00

E G

E L

E V

E G

E L

E V

E G

E L

E V

1+20

E G

E L

E V

E G

E L

E V

E G

E L

E V

1+40

E G

E L

E V

E G

E L

E V

E G

E L

E V

1+60

E G

E L

E V

E G

E L

E V

E G

E L

E V

1+80

E G

E L

E V

E G

E L

E V

1+91

0+60

F G

E L

E V

F G

E L

E V

F G

E L

E V

0+80

F G

E L

E V

F G

E L

E V

F G

E L

E V

1+00

F G

E L

E V

F G

E L

E V

F G

E L

E V

1+20

F G

E L

E V

F G

E L

E V

F G

E L

E V

1+40

F G

E L

E V

F G

E L

E V

F G

E L

E V

1+60

F G

E L

E V

F G

E L

E V

F G

E L

E V

1+80

F G

E L

E V

F G

E L

E V

1+91

FINISHED GRADE (FG)

EXISTING GRADE (EG)

FINISHED GRADE (FG)

EXISTING GRADE (EG)

M A

T C

H L

I N

S T

A T

I O

9' SPAN

7' RISE

WINGWALL

STA 1+03.37

ELEV 20.87

FINISHED ROAD

GRADE

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

ROADWAY VERTICAL

PROFILE

C-104

OCALA NATIONAL

FOREST

NFSR 74 M.P. 5.7 VERTICAL PROFILE

MATCHLINE ROAD STATIONING: 1+35.00

NFSR 74 M.P. 5.7 VERTICAL PROFILE

MATCHLINE ROAD STATIONING: 1+90.00

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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GEOTEXTILE FABRIC, CLASS I, WOVEN,

TYPE A (SEPARATION & STABILIZATION)

PER FP-14 TABLE 714-1..... PLACE BENEATH

ALL RIPRAP FOR FULL LENGTH. GEOTEXTILE

SHALL BE INCIDENTAL TO PAY ITEM 25102.

STABILIZE WITH MACHINE

(MACHINE PLACED ROCK

RIPRAP, CLASS II).

TYP

ROADWAY EMBANKMENT

ROADWAY

EMBANKMENT

15"

APPROX.

KEYWAY 15"

APPROX.

EXISTING

GROUND

*FG= FINISHED GRADE

2'-0"

TOE OF SLOPE

KEYWAY

WITH

LARGEST

RIPRAP

14' FULL WIDTH OF ROADWAY

1' SHOULDER

TYP.

FINISHED COMPACTED

SURFACE

12' TRAVELED WAY

GRUBBING LIMITS

CLEARING LIMITS

SEEDING

(VARIES)

SEEDING

(VARIES)

1' MIN. NOMINAL

DITCH BOTTOM DEPTH

TYP. TO BOTH SIDES

ROADWAY

-2% M

-2

C O

N S

I M

I T

MIN.

C O

N S

I M

I T

MIN.

EXISTING GROUNDLINE

GENERAL NOTE:

1. CUT SLOPE SHALL BE IN ACCORDANCE WITH CUT

SLOPES AS SHOWN ON CONSTRUCTION STAKES.

2. MAINTAIN DISTANCE "L" AS THE DISTANCE TO

SLOPE STAKES TO ESTABLISH THE BLEND OF CUT

AND FILL SLOPES INTO THE ORIGINAL GROUND.

CUTSLOPE (BACKSLOPE)

DAYLIGHT CATCHPOINT, TYP

"L"

SEE NOTE 2

℄ OF NFSR 74

DITCH ℄

FILL SLOPE DAYLIGHT

CATCHPOINT, TYP

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

ROADWAY

DETAIL

C-105

OCALA NATIONAL

FOREST

CROWNED ROADWAY SECTION

ROADWAY STATIONING: 0+20.05 - 1+90.00

EMBANKMENT CONSTRUCTION NOTES:

1. BREAK UP THE EXISTING ROADWAY OR GROUND SURFACE TO A

MINIMUM DEPTH OF 6 INCHES BY PLOWING OR SCARIFYING.

COMPACT THE GROUND SURFACE WITH COMPACTION

EQUIPMENT BEFORE CONSTRUCTING ROADWAY EMBANKMENT.

2. PLACE EMBANKMENT MATERIAL IN HORIZONTAL LAYERS NOT

EXCEEDING 12 INCHES IN COMPACTED THICKNESS. COMPACT

EACH LAYER BEFORE PLACING THE NEXT LAYER.

3. COMPACT EMBANKMENT SIDE SLOPES WITH A TAMPING FOOT

ROLLER, BY WALKING WITH A DOZER, OR BY OVER-BUILDING THE

FILL AND THEN REMOVING EXCESS MATERIAL TO THE FINAL

SLOPE LINE.

4. AT THE END OF EACH DAY'S OPERATIONS, SHAPE TO DRAIN AND

COMPACT THE EMBANKMENT SURFACE TO A UNIFORM

CROSS-SECTION. ELIMINATE RUTS AND LOW SPOTS THAT COULD

HOLD WATER.

FILL SLOPE ARMOR DETAIL

CUT AND FILL SLOPE TRANSITIONS DETAIL

PICTORIAL VIEW

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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PROPOSED CULVERT

EXISTING CHANNEL

OR STREAM

MIN. WIDTH =

CULVERT O.D.

NATURAL

GROUND

MIN. COVER REUIRED

18" DIA THRU 72"

DIA. TEMPORARY

DRAINAGE PIPE

MATCH EXISTING

SLOPE

WHERE NO TRAFFIC OR

PEDESTRIANS IS PRESENT,

AN OPEN CHANNEL WITH

SHEETING MAYBE USED IN

ROADWAY OR TRAILWAY WITH

APPROVAL BY COR.

BOTTOM WIDTH EQUAL TO OR GREATER

THAN THE NATURAL CHANNEL BOTTOM WIDTH

REQUIRED FINISH GRADE

OF TEMPORARY CHANNEL

DESIGN FLOW

DEPTH

HEIGHT OF RIPRAP SHALL BE

AT LEAST THE DESIGN

FLOW DEPTH PLUS THE

1' OF FREEBOARD

SILT FENCE

ANCHOR TRENCH

SOIL BACKFILL IN

ANCHOR TRENCH

GEOTEXTILE FABRIC

1V:2H OR FLATTER OR

MATCH NATURAL CHANNEL

EXISTING

GROUND

TOP OF CHANNEL

2.5' TYP

SAND BAGS 2 BAG HIGH MIN.

NATURAL

GROUND

EXISTING CHANNEL

OR STREAM

POLYETHYLENE SHEETING

(6 MIL. MINIMUM)

INSTALLED BETWEEN

SANDBAGS (SEE NOTE 6)

TEMPORARY

DIVERSION

CULVERT

TOP OF SANDBAGS AT OR

ABOVE TOP OF CHANNEL

BANK (2 BAG HIGH MIN.)

TEMPORARY PLUG

(SANDBAGS, PLYWOOD,

OR RIPRAP WITH

GEOTXTILE)

18" THRU 72"

TEMPORARY

DRAINAGE

PIPE

UPSTREAM SUMP PUMP: PLACE

IN CUTOFF TRENCH OR SUMP

AT DEPTH NEEDED TO DEWATER

FOUNDATIONS. DITCH ALONG

OUTSIDE OF FOUNDATION AS

NEEDED TO DEWATER FOUNDATION

TOE OF FILL

EXISTING CHANNEL

OR STREAM

TOE OF FILL

DOWNSTREAM SUMP-PUMP

PLACE IN CUT OFF TRENCH

OR SUMP AT DEPTH NEDED

TO DEWATER FOUNDATION

ROADWAY CENTERLINE

F L O

ANCHOR CULVERT ENDS

WITH SANDBAGS

ANCHOR CULVERT ENDS

WITH SANDBAGS

F L O

ELBOW JOINTS

AS NEEDED

PROPOSED CULVERT

REMOVE SEDIMENT FROM PUMPED

WATER USING FILTRATION (EX.

SEDIMENT FILTER BAGS),

DISPERSED ONTO LANDSCAPE

(EX. USING PERFORATED PIPE).

MODIFY AS NEEDED TO MEET

DOWNSTREAM TURBIDITY

REQUIREMENTS

TOE OF FILL

SEDIMENT FILTER

BAG OR DEWATERING

STRUCTURE

PROVIDE ADEQUATE

CLEARANCE FOR

CONSTRUCTION

BETWEEN PROPOSED

CULVERT AND

TEMPORARY DIVERSION

CULVERT

18"-THRU 72"

TEMPORARY

DRAINAGE PIPE

PROPOSED CULVERT

TEMPORARY PLUG

(SANDBAGS, PLYWOOD,

OR RIPRAP WITH

GEOTXTILE)

PLACE RIPRAP AT

TRANSITION CHANNEL

GEOTEXTILE FABRIC

PLACED UNDER RIPRAP

GEOTEXTILE FABRIC

PLACED UNDER RIPRAP

PLACE RIPRAP AT

TRANSITION CHANNEL

SILT FENCE REQUIRED

ALONG ENTIRE LENGTH

OF TRANSITION CHANNEL

(BOTH SIDES)

ROADWAY CENTERLINE

TEMPORARY PLUG

(SANDBAGS, PLYWOOD,

OR RIPRAP WITH

GEOTXTILE)

PUMP

F L O

A A

C C

A A

TEMPORARY DIVERSION CULVERT W/ CHANNEL TRANSITIONS

PLAN VIEW

TEMPORARY DIVERSION CULVERT W/ ELBOWS

PLAN VIEW

NOTE:

1. ALL PUMPS SHALL BE EQUIPPED WITH

A SCREEN PER FSSS SECTION 170.04..

REFER TO FSSS SECTION 170.04 FOR

SCREEN SIZES.

2. SEE SHEET D4 FOR DEWATERING

NOTES

TRANSITION CHANNEL CROSS-SECTIONSECTION C-C

SECTION B-B

SECTION A-A

NOTES:

1. REFER TO FSSS SECTION 157

FOR SOIL EROSION AND

EROSION CONTROL AND

DEWATERING REQUIREMENTS.

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

DEWATERING

PLAN

C-106

OCALA NATIONAL

FOREST

NFSR 74 M.P. 5.7

BOX CULVERT

CONSTRUCTION

PROJECT

ERFO

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File details come from the government source that posted it. Updated Jun 8, 2020.