Pritchard_Drawings.pdf

PDF 2 MB Posted Mar 24, 2015

Attached to: Pritchard Boat Ramp Construction on the Bridger-Teton National Forest
Solicitation number: AG-02NV-S-15-0017
Issued by: Department of Agriculture Forest Service R4-Intermountain Region

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Project Drawings

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File	Type	Posted
Amendment_01_Pritchard.Cover.Sheet.pdf	PDF	Apr 13, 2015
Amendment_01.pdf	PDF	Apr 13, 2015
Pritchard_Solicitation.pdf	PDF	Mar 24, 2015
Pritchard_Specifications.pdf	PDF	Mar 24, 2015

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VICINITY MAP

SNAKE

RIVER

HOBACK

JUNCTION

H W

HIGHWAY 26

TO ALPINE, WY

TO JACKSON, WY

THIS PROJECT CONSISTS OF RECONSTRUCTING THE EXISTING PRITCHARD BOAT RAMP AND PARKING AREA, INCLUDING: AGGREGATE ROADS, AGGREGATE PARKING AREA, CONCRETE BOAT RAMP, PLACING

OF LARGE BOULDERS, AND INSTALLING A NEW BUCK AND RAIL FENCE.

A. DEMOLITION WORK INCLUDES THE FOLLOWING:

1. SITE CLEARING AND GRUBBING.

B. NEW CONSTRUCTION WORK INCLUDES THE FOLLOWING:

1. CONSTRUCT 30' WIDE BY 90' LONG CONCRETE BOAT RAMP WITH A CAST-IN-PLACE UPPER

SECTION AND PRECAST CONCRETE PLANK LOWER SECTION. A STEEL RAIL SYSTEM WILL BE

UTILIZED TO INSTALL THE CONCRETE PLANKS. LARGE RIPRAP AND GEOTEXTILE MATERIALS

WILL BE INSTALLED ALONG THE PERIMETER OF THE BOAT RAMP.

2. PROJECT SITE PREPARATION AND GRADING.

3. CONSTRUCT NEW AGGREGATE ACCESS ROAD AND PARKING LOT WITH REGULATORY SIGNS.

4. CONSTRUCT 25' X 25' GROUP GATHERING AREA WITH A CONCRETE PICNIC TABLE.

5. INSTALL BARRIER ROCKS AND BUCK AND POLE FENCE.

PROJECT DESCRIPTION

PROJECT LOCATION

THE PROJECT IS LOCATED SOUTH OF JACKSON, WY ON FOREST SERVICE LAND, SECTION 6, T38N, R117W IN TETON COUNTY. THE LOCATION OF THIS SITE IS SOUTH OF HOBACK JUNCTION ALONG THE SNAKE RIVER OFF OF U.S. HIGHWAY 26. THE SITE IS APPROX. 18 MILES FROM JACKSON, WYOMING AND 19 MILES FROM ALPINE, WYOMING.

SCHEDULE OF ITEMS

SHT. DWG. LIST OF DRAWINGS

1 - G1 COVER SHEET

2 - P1 SITE PLAN & PROFILE

3 - P2 TYPICAL ROAD CROSS SECTIONS AND SIGN INSTALLATION DETAILS

4 - P3 CONCRETE BOAT RAMP SECTIONS

5 - P4 BOAT RAMP LAYOUT, EXPANSION JOINT, AND CUT OFF WALL DETAILS

6 - P5 PRECAST CONCRETE PLANK & RAIL SYSTEM PROFILE AND TYPICAL

DETAILS

7 - P6 RAIL SYSTEM CONNECTION DETAILS

8 - D1 BARRIER ROCK, TYPICAL GROUP AREA CROSS SECTION, AND

CONCRETE TABLE DETAILS

9 - D2 TREATED WOOD BOAT TIE AND BUCK POLE FENCE DETAILS

10 - S1 CONSTRUCTION SURVEY OVERVIEW

11 - S2 CONSTRUCTION SURVEY POINTS

PROJECT

LOCATION

ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY

Base

010250 Construction Staking LSQ LS Lump Sum

011900 Mobilization LSQ LS Lump Sum

022040 Loose Rock Riprap DQ CY 75

023800 Earthwork Geotextiles DQ SY 750

024102 Removal and Disposal of Structures and Obstructions LSQ LS Lump Sum

033501-1 Boat Ramp - Cast-in-Place Concrete (Ramp & Cut Off Walls) DQ CY 46

033501-2 Boat Ramp - Precast Concrete Planks AQ EA 14

033501-3 Boat Ramp - Steel Rail System LSQ LS Lump Sum

033501-4 Boat Ramp - 3-Inch Minus Granular Base Material (Under Precast Planks) DQ CY 33

101400 Signs AQ EA 13

312100 Project Site Preparation and Grading LSQ LS Lump Sum

321204-1 Crushed Aggregate Surface Course - Grading G DQ CY 510

321204-2 Crushed Aggregate Base Course - Grading C (Under Boat Ramp) DQ CY 35

321720 Treated Wood Boat Ties AQ EA 4

322205 Barrier Rocks (Commercial Source) AQ EA 45

Option #1: Fence and Picnic Table

129410 Site Furnishings (Concrete Picnic Table) AQ EA 1

323151 Buck Pole Fencing AQ LF 550

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\

-T .R am ps

.C ov er .d w g, 7/ 2/

16'

48.7'

108.4'

1+75

0+00

1+00

55.7' 104.4'

0+00 1+00 1+80

-3.0%

-10.0%

LVC: 20.00

BVCS: 0+70.3

BVCE: 5849.1

EVCS: 0+90.3

EVCE: 5847.8

AGGREGATE SURFACE BOAT RAMP

ELEV = 5842.70

DESIGN LOW WATER LEVEL

ELEV = 5847.00

DESIGN HIGH WATER LEVEL

STA = 1+74.7

ELEV = 5839.38

TOE OF RAMP

STA = 0+70.3

ELEV = 5849.12

TOP OF RAMP

AND BEGINNING OF

VERTICAL CURVE STA = 1+19.0

ELEV = 5844.95

CAST-IN-PLACE TO PLANK TRANSITION

CAST-IN-PLACE

PRECAST PLANKS

(14 REQ.)

BOAT RAMP PROFILE

HORIZ: 1" = 30'

VERT: 1" = 6'

STA = 0+00.0

ELEV = 5851.20

STA = 0+30.0

ELEV = 5850.31

WATER ELEVATION 5842.70'

AS OF 11/12/13

CONSTRUCT NEW BOAT

RAMP 30' WIDE X 90' LONG

(SEE SHEET P3-P6)

EXISTING ASPHALT

APRON TO REMAIN

IN PLACE

EXISTING VAULT TOILETS

TO REMAIN IN PLACE

20' WIDE TWO-WAY

ENTRANCE

16' WIDE

ONE-WAY LOOP

16' WIDE

ONE-WAY EXIT

CONSTRUCT TRAILER

PARKING, (11) STALLS

10' WIDE X 40' LONG

EXISTING TREES AND

ISLAND TO REMAIN IN

PLACE

CONSTRUCT 25' X 25' GROUP

GATHERING AREA AND INSTALL

NEW PICNIC TABLE (SEE SHEET D1)

30' WIDE BOAT

LAUNCH AREA

EXISTING EDGE OF

HIGHWAY 26

INSTALL

SIGN #1

INSTALL SIGN #8

(2 TOTAL)

INSTALL SIGN #3

(2 TOTAL)

INSTALL

SIGN #4

INSTALL

SIGN #5

INSTALL SIGN #6

(2 TOTAL)

INSTALL

SIGN #7

INSTALL

SIGN #2

INSTALL

SIGN #9

INSTALL

SIGN #10

FINISHED GRADE OF NEW

AGGREGATE ROAD AND

CONCRETE BOAT RAMP

EXISTING GRADE

EXISTING BUCK AND POLE FENCE (SOUTH SIDE),

TO BE REMOVED IF OPTION #1 IS AWARDED. DO

NOT REMOVE IF OPTION #1 IS NOT AWARDED

NEW BUCK AND

POLE FENCE, TYP.

(SEE SHEET D2)

NEW BUCK AND

POLE FENCE, TYP.

(SEE SHEET D2)

END DRAINAGE SWALE

BEGIN DRAINAGE SWALE

CONSTRUCT 10' X 10'

AGGREGATE PAD FOR

FUTURE CLEANING STATION

REMOVE EXISTING KIOSK AND

FEE TUBE AND REINSTALL AT

NEW LOCATION DESIGNATED BY

THE CONTRACTING OFFICER,

SEE NOTE 7

PRITCHARD BOAT RAMP

CENTERLINE ALIGNMENT

INSTALL 4' WIDE X 2' DEEP

CLASS 4 RIPRAP AROUND

NEW BOAT RAMP, TYP.

SEE SHEET P5.

INSTALL TREATED WOOD

POST BOAT TIES, 4 TYP.

(SEE SHEET D2)

CAST-IN-PLACE

CONCRETE RAMP

PRECAST CONCRETE

PLANK RAMP

CONSTRUCT 5'

AGGREGATE PATHS

MATCH EXISTING

ASPHALT APRON

CONSTRUCT OVERFLOW

PARKING, (9) STALLS

10' WIDE X 20' LONG

CONSTRUCT AGGREGATE PATH TO VAULT

TOILETS, MATCH EXISTING CONCRETE

CUT CATCHLINE, (TYP.)

FILL CATCHLINE, (TYP.)

BUS UNLOADING AREA 100' LONG X 12' WIDE

R20' R60'

R20'

R15'

R20'

R160'

R15' R20'

R10'

R86.5'

R46'

R18.6'

R30'

R58'

NOTES:

1. ALL CLEARING AND GRUBBING SHALL CONFORM TO SECTION 311000 IN THE SPECIFICATIONS. ALL NON-SALVAGEABLE MATERIAL SHALL

BE DISPOSED OF AT AN APPROVED LANDFILL.

2. THE CONTRACTOR NEEDS THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE BEFORE CUTTING ANY TREES WITHIN

THE CONSTRUCTION SITE.

3. ALL CUT AND FILL SLOPES SHALL BE SLOPED AT A MAXIMUM OF 2:1.

4. SEE SHEET P2 FOR TYPICAL ROAD TEMPLATES AND REGULATORY SIGNS.

5. SEE SHEET S1 & S2 FOR SURVEY POINTS.

6. THIS PROJECT HAS NO PAVEMENT MARKINGS. ROAD CENTERLINES, PARKING LINES, AND DIRECTIONAL ARROWS ARE SHOWN FOR

REFERENCE.

7. WHEN REINSTALLED, THE EXISTING KIOSK AND FEE SHALL BE PLUMB, SOLID AND STABLE. ALL EXCAVATED OR DISTURBED SOIL

SURROUNDING THESE ITEMS SHALL BE COMPACTED TO PREVENT MOVEMENT.

8. RESERVE TOPSOIL FROM NEW PARKING AND GROUP MEETING AREAS. RESERVED TOPSOIL TO BE PLACED AS SHOWN ON THIS

DRAWING AND ACCORDING TO THE SPECIFICATIONS..

9. AREAS TO BE RECLAIMED: REMOVE TOP 6 INCHES OF EXISTING ROAD BASE, RIP SUBGRADE TO A DEPTH OF 12 INCHES AND PLACE

RESERVED TOPSOIL IN DESIGNATED AREAS. PERIMETER SHOULD MATCH EXISTING GRADES. AREA SHALL BE FREE OF LOW SPOTS TO

PREVENT PONDING OF WATER.

EXISTING EDGE OF

ROAD, TYP.

END DRAINAGE SWALE

BEGIN

DRAINAGE

SWALE

CLASS 4 RIPRAP

INSTALL NEW BARRIER ROCK,

TYP. (SEE SHEET D1)

PARKING AND PATHS - AGGREGATE SURFACE (GRADING G)

CONCRETE BOAT RAMP

CLASS 4 RIPRAP

SNAKE RIVER

RECLAIM OLD PARKING

AREA, SEE NOTE 9 (TYP)

AREA TO BE RECLAIMED, SEE NOTE 9

APPROX. 18 MILES

TO JACKSON

APPROX. 19 MILES

TO ALPINE

HIG

EXISTING BUCK AND POLE FENCE (NORTH SIDE), TO

BE REMOVED REGARDLESS OF OPTION #1 AWARD

R30'

135°

FLO

SNAKE RIVER

PRECAST PLANK (TYP)

FILL ANY VOIDS WITH COMPACTED

CRUSHED GRAVEL, GRADING C

AGGREGATE BASE PER DETAILS

CAST-IN-PLACE

CONCRETE RAMP

EXISTING BUCK AND POLE FENCE (NORTH SIDE), TO

BE REMOVED REGARDLESS OF OPTION #1 AWARD

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\ x_ si te _p

.d w g, 7/

:1 7:

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\

R oa d_ se ct io n.

S ig n_ in st al l.d w g, 7/

:1 6:

V-GROOVE FINISH (TYP)

SEE SHEET P5

CLASS 4 RIP RAP NOT

TO EXTEND ABOVE

RAMP SURFACE

CLASS 4 RIP RAP NOT

TO EXTEND ABOVE

RAMP SURFACE

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\

-0

-P 6.

Bo at

_R am p.

dw g, 7/

:1 6:

EXPANSION JOINT

INSTALL TRANSVERSE

CONTROL JOINT

EVERY 12.5'

INSTALL CUT-OFF WALL,

SEE DETAIL ON THIS SHEET

INSTALL CUT-OFF WALL,

SEE DETAIL ON THIS SHEET

INSTALL CUT-OFF WALL,

SEE DETAIL ON THIS SHEET

#4 BENT BARS AT 12" ON CENTER (TYP)

#4 BENT BARS CONTINUOUS (TYP)

V-GROOVE FINISH (TYP)

CONTROL OR COLD JOINT

12.5' (TYP)

DIMENSION OF LAST PLANK MAY VARY

SLIGHTLY DUE TO SLOPE AND

CONSTRUCTION TOLERANCES. GAP

BETWEEN LAST PLANK AND CAST-IN-PLACE

SLAB SHALL BE LESS THAN 3/4-INCH

1/2" X 24" SMOOTH GREASED DOWELS AT

2' O.C. TYP. FULL LENGTH/WIDTH OF

SLAB AT CONTROL JOINTS

6'-0"

9-'0"

9'-0"

6'-0"

20'-0" MAX. (TYP) 16'-0"

CONNECT RAILS TO

CAST-IN-PLACE CONCRETE.

SEE DETAILS ON SHEET P5 (TYP)

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\

-0

-P 6.

Bo at

_R am p.

dw g, 7/

:1 6:

1'-0"

30'-0"

4'-0"

1'-0"

2'-0"

PER PLANK

MANUFACTURER (TYP)

RIVER FLOW

MIN. 2 TON GALV. LIFTING

INSERT (4 REQUIRED)

PRECAST PLANK NOTES:

1. THE PRECAST CONCRETE PLANK DESIGN SHALL BE PERFORMED BY THE PLANK

MANUFACTURER TO THE GEOMETRY SHOWN ON THESE DRAWINGS AND SHALL BE

IN ACCORDANCE WITH THE CURRENT EDITION OF AASHTO LRFD BRIDGE DESIGN

SPECIFICATIONS. THE PLANKS SHALL BE DESIGNED FOR THE HL-93 DESIGN

VEHICLE. SEE SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.

2. PLANKS SHALL BE MANUFACTURED IN A PURPOSE-BUILT FORM WITH THE

V-GROOVES CAST DURING CONSTRUCTION. HAND FINISHING IS NOT ALLOWED.

30°

GROOVE

TONGUE

RAMP

SLOPE

V-GROOVE

FINISH

DO NOT FABRICATE TONGUE FOR LAST PLANK.

INSTALL EXPANSION JOINT BETWEEN LAST

PLANK AND CAST-IN-PLACE SLAB

CAST-IN-PLACE

CONCRETE RAMP

1" 8"

NOTE:

BOTH THE PRE-CAST PLANKS AND THE CAST-IN-PLACE SLAB

SHALL HAVE A MINIMUM THICKNESS OF 8 INCHES WHEN

MEASURED FROM THE MID-POINT OF THE V-GROOVE TO

THE BASE OF THE PLANK OR SLAB. ACTUAL HEIGHT FROM

BOTTOM OF SLAB TO TOP OF V-GROOVE SHALL BE 8-1/2

INCHES AFTER V-GROOVE IS FORMED.

8-1/2"

1/4"

DO NOT FABRICATE TONGUE FOR LAST PLANK.

INSTALL EXPANSION JOINT BETWEEN LAST

PLANK AND CAST-IN-PLACE SLAB

3-1/4" 3"

1/2"

REBAR REINFORCEMENT PER

MANUFACTURER, SEE SPECIFICATIONS

CLASS 4 RIP RAP NOT

TO EXTEND ABOVE

RAMP SURFACE

PRECAST GROOVES TO LINE UP AND MATCH

CAST-IN PLACE GROOVES AT TRANSITION.

CAST-IN-PLACE REBAR

HOOP INTO ANCHOR WALL

ANCHOR WALL

V-GROOVES PER DETAILS

ON THIS SHEET

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\

-0

-P 6.

Bo at

_R am p.

dw g, 7/

:1 6:

1/4" X 3" STEEL PLATE

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\

-0

-P 6.

Bo at

_R am p.

dw g, 7/

:1 6:

6" THICK COMPACTED AGGREGATE

SURFACE AS SPECIFIED

COMPACTED SUBGRADE

AS SPECIFIED

2:1 OR FLATTER CUT SLOPE

PROVIDE 4" DEEP DRAINAGE SWALE

IF NEEDED TO PREVENT WATER PONDING

2% OUTSLOPE

2:1 OR FLATTER FILL SLOPE

3:1 SLOPE

NOTES:

1. SET FRACTURED OR SOILED SIDE OF ROCK INTO

EARTH. WEATHERED SIDE SHOULD FACE UP.

2. PLACE BARRIER ROCKS SO THEY APPEAR AS NATURAL

AVOID PLACING IN LONG ROWS WITH EQUAL SPACING.

3. ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE

AND USE SHALL BE APPROVED BY THE CONTRACTING

OFFICER.

4. SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE.

24" MAX.

1/3 DEPTH MIN.

30" (MIN. SPACING)

48" (MAX. SPACING)

4'-0" (MIN. SPACING)

4'-9" (MAX. SPACING)

ROAD SHOULDER

18" MIN.

ACTUAL SPACING SHALL

BE AS STAKED

EXISTING TREES

30" (MIN. SPACING)

48" (MAX. SPACING)

36" MAX.

NOTES:

1. MINIMUM TABLE WEIGHT IS 2,450 LBS.

2. THE TABLE SHALL MEET FSORAG ACCESSIBILITY REQUIREMENTS.

3. TABLE COLOR SHALL BE "PADRE BROWN" OR APPROVED EQUAL

4. TABLE SHALL BE MODEL NO. 104FSS, AVAILABLE FROM OUTDOOR

CREATIONS INC,. 2270 BARNEY ROAD, ANDERSON CA 96007, 530-337-6674

OR APPROVED EQUAL.

5. PLACE TABLE ON AGGREGATE GROUP GATHERING AREA AS SHOWN ON

SHEET P1.

WOODGRAIN TEXTURE TABLE TOP

WOODGRAIN

TEXTURE

SEATS

FOREST SERVICE SHIELD CAST

IN FULL RELIEF IN

BOTH LEG SURFACES

PLAN VIEW

BARRIER ROCK DETAILS (NO SCALE)

TYPICAL GROUP GATHERING AREA AND TRAIL CROSS SECTION (NO SCALE) CONCRETE TABLE DETAILS (NO SCALE)

PLAN VIEW

SECTION VIEW

X :\B rid ge rT et on \B oa tR am p

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\d w g\

Ba rri er

R oc k.

Ag gr eg at eC ro ss

Se ci tio n.

P ic ni cT ab le

.D et ai ls

.d w g, 7/

:1 7:

ELEVATION SHOWING BRACE

CUTS FOR BUCK STICKS

NOTE:

EVERY 10TH PANEL TO BE FITTED WITH A DURABLE BRACE AND ON

STEEP GROUND EVERY 5TH PANEL SHALL BE SO BRACED. ALTERNATE

BRACE DIRECTION EVERY BRACED PANEL.

BRACE 4" MIN. DIA.

NOTE:

BOTH BUCK STICKS TO BE CUT THE SAME.

SECTION

3" MIN. DIA., 12'

TO 18' LONG

MAX

60 D SPIKES (TYP.) RUB POLE 3"

MIN. DIA.

NOTE:

POLE & BUCK STICKS SHALL BE OF SOUND

MATERIAL TRIMMED FREE OF KNOTS & SHAGS.

60 D SPIKES (TYP.)

RUB POLE

BUCK AND POLE FENCE DETAILS (NO SCALE) TREATED WOOD BOAT TIE DETAIL (NO SCALE)

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\

Bu ck .A nd .P ol e.

Fe nc in g.

dw g, 7/ 2/

NOTES:

1. ALL CUT AND FILL SLOPES SHALL BE SLOPED AT 2:1.

2. ALL CONSTRUCTION SURVEY ELEVATIONS WITHIN THE SHEET "S1" ARE FINISHED

GRADE ELEVATIONS.

3. CONTROL POINTS CAN BE IDENTIFIED BY REBAR IN THE GROUND WITH FLAGGING.

4. THE CONTRACTOR SHALL EXTEND THE SUBGRADE OF THE ROAD TO THE POINTS

LABELED "DAY". GRADING TO THESE POINTS WILL PREVENT UNWANTED DITCHES

OR WATER PONDING.

5. SEE SHEET S2 FOR POINT TABLE.

6. SEE SHEET P1 FOR VERTICAL CURVE ELEVATIONS.

CONTR

POIN

T #2

25' GRID

EXISTING BOAT RAMP ROAD

CONCRETE BOAT RAMP

CLASS 4 RIPRAP

SNAKE RIVER

2% M

. S

2% M

. S

2% M

I N

. SLO

M I N

. SLO

SLOPE

2% M

. SLO

2% M

. S

GRADE

BREAK

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\ x_ si te _p

.d w g, 7/

:1 7:

POINT TABLE

POINT

NORTHING

1346116.1

1346116.8

1346116.5

1346116.8

1346117.4

1346146.8

1346158.8

1346168.2

1346199.8

1346188.2

1346176.1

1346165.9

1346110.4

1346075.7

1346060.7

1346056.3

1346050.8

1346060.6

1346064.9

1346074.6

1346075.5

1346080.3

1346084.7

1346093.3

1346109.6

1346121.1

1346142.8

1346131.8

1346156.8

1346106.8

1346081.8

1346056.8

1346196.1

1346181.8

1346156.8

1346131.8

1346106.8

1346081.8

1346056.8

1346172.3

1346156.8

1346131.8

1346106.8

1346081.8

1346156.8

EASTING

2436084.6

2436109.6

2436134.6

2436159.6

2436184.6

2436059.6

2436063.7

2436060.2

2436144.5

2436148.8

2436159.6

2436209.6

2436255.1

2436234.6

2436184.6

2436169.4

2436162.7

2436063.1

2436059.6

2436044.1

2436034.6

2436007.7

2435996.2

2436000.5

2436006.5

2436021.8

2436049.3

2436159.6

2436134.6

2436184.6

2436209.6

ELEVATION

5852.91

5852.90

5852.94

5852.84

5852.70

5852.14

5852.00

5851.84

5851.23

5851.40

5851.65

5851.41

5850.60

5850.89

5851.57

5851.60

5851.54

5851.70

5851.65

5851.70

5851.75

5851.81

5851.85

5851.89

5852.04

5852.54

5852.04

5852.64

5852.14

5851.64

5851.30

5851.59

5852.09

5852.59

5852.79

5852.29

5851.79

5851.70

5851.91

5852.41

5852.49

5851.99

5851.60

DESCRIPTION

FG-C

FG-EDGE

POINT TABLE

POINT

NORTHING

1346131.6

1346082.6

1346064.2

1346154.9

1346131.8

1346081.8

1346118.5

1346098.2

1346186.7

1346181.8

1346156.8

1346131.8

1346106.8

1346081.8

1346056.0

1346177.4

1346156.8

1346131.8

1346106.8

1346081.8

1346058.5

1346053.6

1346129.5

1346106.8

1346081.8

1346134.7

1346131.8

1346106.8

1346081.8

1346062.5

1346141.9

1346108.0

1346097.5

1346128.8

1346074.9

1346049.2

1346075.8

1346101.5

1346124.0

1346159.5

1346168.7

1346172.7

1346163.5

1346055.1

1346046.9

EASTING

2436209.6

2436234.6

2436109.6

2436084.6

2436134.6

2436059.6

2436034.6

2436379.4

2436259.6

2436279.9

2436284.6

2436323.1

2436372.5

2436386.4

2436337.0

2436293.8

2436225.5

2436229.4

2436220.2

2436216.3

2436242.3

2436265.9

ELEVATION

5852.10

5851.78

5851.41

5851.05

5851.20

5851.01

5851.68

5851.34

5851.45

5851.55

5852.05

5852.55

5852.70

5852.20

5851.66

5851.70

5852.11

5852.61

5852.71

5852.21

5851.74

5851.73

5852.49

5851.99

5851.95

5852.03

5852.53

5852.03

5839.38

5850.40

5850.00

5849.12

5849.50

5844.95

5839.38

5844.95

5849.12

5851.20

5851.00

5851.20

5851.40

5851.70

5851.20

DESCRIPTION

FG-EDGE

FG-RAMP PLANK END

FG-EDGE

FG-RAMP

FG-EDGE

FG-RAMP/PLANK BEGIN

FG-RAMP PLANK END

FG-RAMP/PLANK BEGIN

FG-RAMP

FG-EDGE

POINT TABLE

POINT

NORTHING

1346070.5

1346078.7

1346069.7

1346074.1

1346098.6

1346110.9

1346088.2

1346046.7

1346056.2

1346056.6

1346060.1

1346066.4

1346045.2

1346024.0

1346130.4

1346123.8

1346093.9

1346098.7

1346118.9

1346087.7

1346105.8

1346124.3

1346173.7

1346197.5

1346199.6

1346204.5

1346200.9

1346193.1

1346190.6

1346185.6

1346188.2

1346176.4

1346362.5

1346068.6

1346045.2

1346048.1

1346045.4

1346069.0

1346076.7

1346085.2

1346127.4

1346159.7

1346174.1

1346187.0

1346201.6

EASTING

2436274.1

2436250.5

2436239.6

2436264.8

2436277.7

2436286.6

2436330.0

2436163.9

2436177.4

2436189.6

2436210.0

2436226.1

2436245.4

2436264.6

2436068.4

2436069.7

2436052.0

2436041.1

2436040.8

2436185.8

2436186.9

2436197.8

2436174.9

2436178.6

2436160.6

2436161.2

2436189.2

2436188.0

2436204.6

2436203.8

2436187.3

2436305.6

2436363.4

2436039.8

2436109.3

2436133.8

2436267.5

2436275.6

2436279.2

2436281.5

2436019.6

2436042.1

2436058.0

2436084.4

2436104.8

ELEVATION

5851.20

5851.70

5851.30

0.00

5849.12

5844.95

5850.25

5850.00

5849.85

5849.75

5849.50

5849.25

5849.00

5852.35

5852.50

5852.20

5852.35

5852.50

5852.10

5852.55

5852.30

5851.70

5851.21

5851.72

5851.15

5851.21

5851.00

5850.00

5849.00

5851.34

5851.50

5851.30

5851.20

5850.95

DESCRIPTION

FG-RAMP

FG-RAMP/PLANK BEGIN

FG-DITCH

FG-EDGE

CP1

CP2

DAY

POINT TABLE

POINT

NORTHING

1346215.3

1346187.2

1346034.2

1346053.9

1346073.6

1346071.4

1346069.2

1346055.8

1346050.7

1346045.6

1346055.0

1346059.2

1346043.4

1346115.9

1346140.8

1346152.8

1346171.1

1346191.4

1346211.7

EASTING

2436139.1

2436162.1

2435961.5

2435982.3

2436003.1

2436024.8

2436046.5

2436060.6

2436112.4

2436164.2

2436177.4

2436217.8

2436264.1

2436009.7

2436032.5

2436060.6

2436053.8

2436107.9

2436162.1

ELEVATION

5850.70

5851.50

0.00

DESCRIPTION

DAY

FENCE

NOTES:

1. ALL CONSTRUCTION SURVEY ELEVATIONS WITHIN THE SHEETS "S1 AND S2" ARE

FINISHED GRADE ELEVATIONS.

2. CONTROL POINTS CAN BE IDENTIFIED BY REBAR IN THE GROUND WITH FLAGGING.

3. THE CONTRACTOR SHALL EXTEND THE SUBGRADE OF THE ROAD TO THE POINTS

LABELED "DAY". GRADING TO THESE POINTS WILL PREVENT UNWANTED DITCHES

OR WATER PONDING.

4. POINT DEFINITIONS:

4.1. FG = "FINISHED GRADE"

4.2. CP = "CONTROL POINT"

4.3. DAY = SEE NOTE 3 ABOVE.

4.4. FENCE = FENCE CENTERLINE

5. SEE SHEET P1 FOR VERTICAL CURVE ELEVATIONS.

X :\B rid ge rT et on \B oa tR am p

S ta bi liz at io n.

\d w g\ x_ si te _p

.d w g, 7/

:1 7:

File details come from the government source that posted it. Updated Nov 14, 2017.