ATTACHMENT 3 - FY20 Road 5-31.2 Drawings (1).pdf

PDF 4 MB Posted Mar 2, 2020

Attached to: Road Construction IDIQ - Amendment 3 Federal contract opportunity
Solicitation number: 12467020R0033
Issued by: Department of Agriculture Forest Service R8-Southern Region

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Other files for this federal contract opportunity

Other files attached to Road Construction IDIQ - Amendment 3, newest first.
File	Type	Posted
12467020R0033 Body - Amendment 3.doc	DOC document	Apr 17, 2020
12467020R0033 Amendment 3 - SF-30.pdf	PDF	Apr 17, 2020
12467020R0033 Amendment 2 - SF-30.pdf	PDF	Mar 30, 2020
SF 30 Amendment 1 to Solicitation 12467020R0033.pdf	PDF	Mar 5, 2020
Sign In Sheet.pdf	PDF	Mar 5, 2020
12467020R0033 Body - Amendment 1.doc	DOC document	Mar 5, 2020
12467020R0033 SF1442 - Amendment 1.pdf	PDF	Mar 5, 2020
Site Visit Briefing 12467020R0033.pdf	PDF	Mar 5, 2020
ATTACHMENT 2 - Statement Of Work_P-Area (1).docx	DOCX document	Mar 2, 2020
12467020R0033 Body.doc	DOC document	Mar 2, 2020
ATTACHMENT 1 - FY20 Road 5-31.2 Schedule of Items (1).xlsx	XLSX spreadsheet	Mar 2, 2020
12467020R0033 SF1442.pdf	PDF	Mar 2, 2020
ATTACHMENT 4 - FY20 Road 5-31.2 Stakeout Points (1).xlsx	XLSX spreadsheet	Mar 2, 2020
ATTACHMENT 5 - DOL Wage Determination.pdf	PDF	Mar 2, 2020
ATTACHMENT 6 - Special SR Requirements.docx	DOCX document	Mar 2, 2020
ATTACHMENT 7 - Relevant Experience Questionaire.doc	DOC document	Mar 2, 2020

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VICINITY MAP

NTS

SURVERY COORDINATES

BASED ON PROJECT NORTH

FOREST SERVICE

COMPOUND

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

VICNITY

MAP

G-102

PROJECT NAME

DRAWING TITLE

ARCHIVE NO.

DATE SIGNED

SAVANNAH RIVER

SITE (SRS)

2.5 MILES TO NEW ELLENTON, SC

PROPOSED ROAD 5-31.2

PROJECT LOCATION

FY20 ROAD 5-31.2

CONSTRUCTION

PROJECT

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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

SAVANNAH RIVER

SITE (SRS)

FY20 ROAD 5-31.2

CONSTRUCTION

PROJECT

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29.5

CP 1 NAIL

CP 2 NAIL

CP 7 NAIL

CP 8 NAIL

CP 9 NAIL

CP 10 NAIL

CP 11 NAIL

CP 12 NAIL

CP 13 NAIL

CP 14 NAIL

CP 15 NAIL

CONTROL POINT TABLE

POINT #

NORTHING

107218.53

107229.80

107177.33

107154.74

107379.69

107446.40

107368.50

107460.85

107725.86

107880.08

108061.60

108238.84

108345.65

108374.73

108344.63

EASTING

49608.77

50464.94

47339.31

47191.70

47307.01

46838.64

49475.47

49263.99

49319.20

49477.18

49487.31

49332.15

49413.18

49531.57

49617.01

ELEVATION

363.72

359.64

336.91

335.82

329.18

339.94

358.75

354.39

351.21

347.51

342.60

341.30

335.34

331.66

330.32

DESCRIPTION

CP 1 NAIL

CP 2 NAIL

CP 3 NAIL

CP 4 NAIL

CP 5 NAIL

CP 6 NAIL

CP 7 NAIL

CP 8 NAIL

CP 9 NAIL

CP 10 NAIL

CP 11 NAIL

CP 12 NAIL

CP 13 NAIL

CP 14 NAIL

CP 15 NAIL

BASED ON SURVEY

COORDINATES

0 100 200

SCALE IN FEET

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

OVERALL SITE PLAN

C-101

SCALED TO A 11x17

DATE SIGNED

PROJECT LOCATION SURVEY COORDINATES

SAVANNAH RIVER

SITE (SRS)

FY20 ROAD 5-31.2

CONSTRUCTION

PROJECT

ROAD 5-32 PROPOSED SITE PLAN

PLAN VIEW

5-31.2 PROPOSED SITE PLAN

PLAN VIEW

ESTIMATED QUANTITIES

EXCAVATION (INCLUDES WELL AND ALL SWALE

DITCHES)

CUT (UNADJUSTED) -- C.Y.

FILL (UNADJUSTED) -- C.Y.

NET (UNADJUSTED) <CUT> -- C.Y.

4" DEPTH COMPACTED AGGREGATE FINISHED RIDING

SURFACE ON PROPOSED ACCESS ROAD

77 TON(S)

SEEDING & FERTILIZING, DRY METHOD (INCLUDES ALL

DISTURBED AREAS INCLUDING SLOPES. DO NOT SEED

ROADWAY)

0.06 ACRE

MULCHING (INCLUDES ALL DISTURBED AREAS INCLUDING

SLOPES. DO NOT SEED ROADWAY)

0.06 ACRE

CLEARING AND GRUBBING 0.11 ACRE

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CP 12 NAIL

CP 13 NAIL

CP 14 NAIL

CP 15 NAIL

STATION: 1+82.10

NORTHING: 108277.11

EASTING: 49633.94

STATION: 0+00.00

NORTHING: 108385.62

EASTING: 49487.70

STATION: 0+50.00

NORTHING: 108355.83

EASTING: 49527.86

STATION: 1+00.00

NORTHING: 108326.03

EASTING: 49568.01

STATION: 1+50.00

NORTHING: 108296.24

EASTING: 49608.16

BP: 0+00.00

NORTHING: 108385.62

EASTING: 49487.70

EP: 1+82.10

NORTHING: 108277.11

EASTING: 49633.94

PROPOSED NEW ROAD 5-31.2

EXISTING ROAD 5-31 ℄

CONTRACTOR SHALL OUTSLOPE ROAD

TO -2% DIRECTION AS SHOWN. CONTRACTOR

SHALL NOT CONSTRUCT DITCH ON EITHER

SIDE OF ROADWAY (TYP. TO BOTH SIDES)

PROPOSED ROADWAY COORDINATES

POINT #

NORTHING

108359.61

108366.26

108362.17

108356.04

108385.62

108355.83

108326.03

108296.24

108277.11

EASTING

49459.20

49488.02

49505.18

49515.79

49487.70

49527.00

49568.01

49608.16

49633.94

FG ELEV

0.00

332.04

332.11

332.17

332.24

332.28

DESCRIPTION

INTERSECTION POINT

0+00.00 ROAD 5-31.2

0+50.00 ROAD 5-31.2

1+00.00 ROAD 5-31.2

1+50.00 ROAD 5-31.2

1+82.10 ROAD 5-31.2

CONSTRUCT 50'

RADIUS AS SHOWN

CONTROL POINT TABLE

POINT #

NORTHING

107218.53

107229.80

107177.33

107154.74

107379.69

107446.40

107368.50

107460.85

107725.86

107880.08

108061.60

108238.84

108345.65

108374.73

108344.63

EASTING

49608.77

50464.94

47339.31

47191.70

47307.01

46838.64

49475.47

49263.99

49319.20

49477.18

49487.31

49332.15

49413.18

49531.57

49617.01

ELEVATION

363.72

359.64

336.91

335.82

329.18

339.94

358.75

354.39

351.21

347.51

342.60

341.30

335.34

331.66

330.32

DESCRIPTION

CP 1 NAIL

CP 2 NAIL

CP 3 NAIL

CP 4 NAIL

CP 5 NAIL

CP 6 NAIL

CP 7 NAIL

CP 8 NAIL

CP 9 NAIL

CP 10 NAIL

CP 11 NAIL

CP 12 NAIL

CP 13 NAIL

CP 14 NAIL

CP 15 NAIL

OUTSLOPE SECTION

AS DETERMINED BY DESIGN DRAWINGS OR C.O.

FINISHED COMPACTED

SURFACE

EXISTING GROUNDLINE

-2

14' FULL WIDTH OF ROADWAY

12' TRAVELED WAY

ROADWAY

SEEDING

(VARIES)

SEEDING

(VARIES)

GRUBBING LIMITS

CLEARING LIMITS

MIN.

EXISTING UNDISTURBED

NATIVE MATERIAL

PROPOSED 1V:3H

OR FLATTER MAX CUT SLOPE

EXISTING GROUND

MIN.

NOTES:

1. A DITCH IS USUALLY NOT NECESSARY, BUT DRAINAGE CONCENTRATION

FROM UPSLOPE AREAS MAY BE HANDLED WITH SHORT DITCH SECTIONS,

CULVERTS, OR SURFACE CROSS DRAINS.

2. MAKE THIS DETERMINATION BASED ON THE EROSIVE CHARACTERISTICS

OF THE SOIL, PRECIPITATION, RUNOFF RATIOS, GRADIENTS, AND THE

LENGTH OF RUN BEFORE THE WATER MAY BE REMOVED.

1' SHOULDER

TYP.

GENERAL NOTE:

1. CUT SLOPE SHALL BE IN ACCORDANCE WITH

CUT SLOPES AS SHOWN IN CROSS SECTIONS.

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 PROPOSED ROAD

DITCH ℄

FILL SLOPE DAYLIGHT

CATCHPOINT, TYP

BASED ON SURVEY

COORDINATES

0 25 50

SCALE IN FEET

5-31.2 PROPOSED SITE PLAN

PLAN VIEW

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

ROAD 5-31.2 SITE

PLAN

C-102

SCALED TO A 11x17

DATE SIGNED

PROJECT LOCATION SURVEY COORDINATES

SAVANNAH RIVER

SITE (SRS)

FY20 ROAD 5-31.2

CONSTRUCTION

PROJECT

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.

CUT AND FILL SLOPE TRANSITIONS DETAIL

PICTORIAL VIEW

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GENERAL NOTES:

1. SILT FENCE MAY BE INSTALLED USING

MACHINE SLICING AS APPROVED BY THE CO.

INSTALL MACHINE-SLICED SILT FENCE

ACCORDING TO THE MANUFACTURER'S

RECOMMENDATIONS.

2. INSTALL SILT FENCE TO FOLLOW THE

GROUND CONTOURS AS CLOSELY AS

POSSIBLE.

3. AS THE SLOPE IS CONSTRUCTED, CURVE

THE SILT FENCE UP THE SLOPE TO PREVENT

WATER FROM RUNNING AROUND THE ENDS.

4. POST SPACING WITH FENCE SUPPORT MESH

= 10 FT. (MAX.).... POST SPACING WITHOUT

FENCE SUPPORT MESH = 6 FT. (MAX.)

5. ALL SOIL EROSION CONTROL MEASURES

ARE COVERED IN PAY ITEM 15713.

6" MIN. TRENCH

GEOTEXTILE

FENCE SUPPORT MESH (OPTIONAL)

STEEL OR WOOD POST

24" MIN.

30" MIN.

18"

6" MIN.

BACKFILLED AND COMPACTED SOIL

END POSTS

SEE END POSTS DETAIL

SEE NOTE 3

END POSTS

SEE END POSTS DETAIL

T O

L O

P E

ELEVATION PLAN

STEEL OR WOOD POST

STAPLE OR TIE

GEOTEXTILE FABRIC

PLAN

LIMITS OF CLEARING

EXISTING GROUND

UNDISTURBED

VARIES

FLOW

ELEVATION

VARIES

FLOW

PLAN

SEE NOTE 4

FOR SPACING

T O

L O

P E

TOE OF SLOPE

EDGE OF SHOULDER

SILT FENCE

ROADWAY

TOE OF SLOPE

PLAN

EXISTING RGOUND

FILL

SILT FENCE

SECTION A-A

FLOW

STAPLE OR TIE

GEOTEXTILE FABRIC

SECTION B

STEEL OR WOOD POSTS

POST DRIVEN TIGHTLY TOGETHER.