Sierra_Palm_PicnicArea_Planset__100_.pdf

PDF 6 MB Posted Nov 14, 2018

Attached to: Sierra Palm Picnic Area and Palo Colorado Minor Repair Maintenance Project
Solicitation number: 1243ZP19R0001
Issued by: Department of Agriculture Forest Service

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File	Type	Posted
RFI_-_SIERRA_PALM_PICNIC_AREA_122118.pdf	PDF	Dec 28, 2018
Attachment_5.pdf	PDF	Dec 12, 2018
D___Palo_BanoGrande_&_BanoDeOro_Planset.pdf	PDF	Dec 11, 2018
SIERRA_PALM_PICNIC_AREA_MINOR_REPAIR_AND_MAINTENANCE_PROJECT_CONSTRUCTIO....pdf	PDF	Dec 11, 2018
Sierra_Palm_Picnic_Area_Minor_Addendum_no.1.pdf	PDF	Dec 11, 2018
Electrical_Specifications_16100_signed.pdf	PDF	Dec 11, 2018
1243ZP19R0001_COMPLETE.pdf	PDF	Nov 19, 2018
Repair_Schedule_8_24_2018.pdf	PDF	Nov 14, 2018
Schedule_of_Items_-_R1.pdf	PDF	Nov 14, 2018
B___Scope_Of_Work_-_Sierra_Palm_and_PC_and_Bano_de_Oro.pdf	PDF	Nov 14, 2018
Specifications.pdf	PDF	Nov 14, 2018
Water_Cals_09-06-18.pdf	PDF	Nov 14, 2018

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FOREST SERVICE - REGION 8

UNITED STATES DEPARTMENT OF AGRICULTURE

EL YUNQUE NATIONAL FOREST

PLANS FOR PROPOSED

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

SIERRA PALM PICNIC

AREA MINOR REPAIR

MAINTENANCE

PROJECT

SCALED TO A 11x17

DRAWING INDEX

SHEET SUB SHEET SHEET TITLE

1 G1 TITLE SHEET & ABBREVIATIONS

2 G2 VICINITY MAP

3 G3 REPAIR SCHEDULE

4 G4 SITE LAYOUT

5 C1 SITE PLAN 1

6 C2 SITE PLAN 2

7 C3 SITE PLAN 3

8 C4 SITE PLAN 4

9 C5 SITE PLAN 5

10 C6 SITE PLAN 6

11 D1

BUILDING NO. SP01 EXISTING ROOF SITE

PLAN

12 D2 EATING AND RESTING AREA SECTION 1

13 D3 EATING AND RESTING AREA SECTION 2

14 D4 SILT FENCING DETAIL

15 D5

TEMPORARY WATER DISTRIBUTION TANK

AND SYSTEM

16 D6 TRUEGRID FILL INSTALLATION DETAIL

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 &

ABBREVIATIONS

DATE

APPROVED BY FOREST SUPERVISOR

E. WHATLEY

SUBMITTED BY DESIGNER DATE

REVIEWED BY PUBLIC SERVICES

STAFF OFFICER

ABBREVIATIONS

ADA - AMERICANS WITH DISABILITIES ACT

AGG - AGGREGATE

BVC - BEGIN VERTICAL CURVE

BST - BITUMINOUS SURFACE TREATMENT

- CENTER LINE

CMP - CORRUGATED METAL PIPE

DWG - DRAWING

EG - EXISTING GRADE

EOP - EDGE OF PAVEMENT

EOS - EDGE OF SHOULDER

EP - ENDING POINT

ETW - EDGE OF TRAVELED WAY

EVC - END VERTICAL CURVE

EXT - EXISTING

FRD - FOREST ROAD DESIGNATION

I.E. - INVERT ELEVATION

MHAC - MINOR HOT ASPHALT CONCRETE

NTS - NOT TO SCALE

NFSR - NATIONAL FOREST SYSTEM ROAD

PC - POINT OF CURVATURE

PCC - POINT OF COMPOUND CURVATURE

PRC - POINT OF REVERSE CURVATURE

PT - POINT OF TANGENCY

PVI - POINT OF VERTICAL INTERSECTION

SSPC -SOCIETY FOR PROTECTIVE COATINGS

TW - TRAVELED WAY

TYP - TYPICAL

USFS - UNITED STATES FOREST SERVICE

VC - VERTICAL CURVE

EUGENE WHATLEY 09-07-18

PROJECT LOCATION COORDINATES

18.30373, -65.78290

STATE MAP

NO SCALE

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SIERRA PALM PICNIC AREA MINOR REPAIR MAINTENANCE PROJECT

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- CENTER LINE

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TRUE NORTH

BASED ON TRUE NORTH

COORDINATES

VICINITY MAP

NTS

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

EL YUNQUE

NATIONAL FOREST

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

VICINITY MAP

SIERRA PALM PICNIC

AREA MINOR REPAIR

MAINTENANCE

PROJECT

PR-3 & PR-968

INTERSECTION

PALO COLORADO RECREATION AREA M.P. 7.6

BANO GRANDE

PROJECT LOCATION

1. RIO GRANDE, PR IS APPROX. 5 MILES WEST OF PR-3

AND PR-968 INTERSECTION.

2. SIERRA PALM PICNIC AREA IS APPROX. 7.3 MILES SOUTH

OF PR-3 AND PR-968 INTERSECTION

3. PALO COLORADO RECREATION AREA AND BANO

GRANDE IS APPROX. 7.6 MILES SOUTH OF PR-3 AND

PR-968 INTERSECTION.

SIERRA PALM PICNIC AREA M.P. 7.3

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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

REPAIR SCHEDULE

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

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CONTROL POINT TABLE (HORIZONTAL AND VERTICAL CONTROL)

Point #

Northing

252191.7063

252164.3482

252176.7860

252198.2837

252142.2200

252125.9046

252121.6216

252114.1468

252105.9867

252161.0943

252131.3600

252163.4090

252180.1500

252154.9899

252139.8133

252121.0692

Easting

268723.4307

268772.5348

268755.3516

268791.6265

268833.0085

268836.0015

268864.1693

268880.1708

268892.4542

268796.0485

268868.8775

268872.1837

268882.4436

268911.1060

268910.1874

268915.6062

Elevation

618.079

612.400

616.128

613.454

603.702

602.162

598.206

594.132

591.393

608.286

596.773

592.278

591.762

586.127

587.026

585.001

Description

PK NAIL

1/2 IN STEEL ROD

PK NAIL

STEEL NAIL

PK NAIL

594.00

593.0

593.50

581.50

SITE PLAN OVERVIEW

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

SITE LAYOUT

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

08 8 16

BASED ON SITE

COORDINATES

THE ABOVE SCALE

IS IN METERS

SCALED TO 11X17

DETAIL

SEE DETAIL

SHEET NUMBER

CONTROL POINT

LEGEND

SEE SHEET C1 SEE SHEET C2

SEE SHEET C3 & C4

SEE SHEET C5 & C6

STRUCTURE NO. SP04 SHALL BE

TEMPORARY CLOSED. STRUCTURE

CONDITIONS SHALL BE ADDRESSED

IN PHASE II OF LONG TERM

CONSTRUCTION

STRUCTURE NO. SP07

SHALL BE TEMPORARY

CLOSED. STRUCTURE

CONDITIONS SHALL BE

ADDRESSED IN PHASE II

OF LONG TERM

CONSTRUCTION

GENERAL NOTES:

1. ALL STRUCTURES LISTED: SP01, SP02, SP03,

SP05, SP06, SP08, SP09, SP10, AND SP12 ALL

SHALL BE CLEAR 10 FT. AROUND EACH

STRUCTURE OR AS APPOINTED BY THE

C.O.R.. ALL WORK IS REFLECTED IN PAY ITEM

15218.

2. PARKING LOT SHALL BE CLEARED OF ALL

DEBRIS, CLIPPINGS, ROOTS, PINE NEEDLES,

PINE STRAWS, MOSS, POLLEN, GRASS,

LOOSE SOILS, DUST ETC ALL TO STATE

ROAD PR-191. ALL WORK IS COVERED IN PAY

ITEM 15218.

3. IF APPLICABLE, LOCATION AND ORIENTATION

OF ALL STRUCTURES, HYDRANTS, GROUP

SITES SHALL BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO

INSTALLATION.

4. CLEARING LIMITS SHALL BE AS NOTED IN

DETAIL DRAWING FOR ALL TRAIL PATHS AND

AS SHOWN ON DRAWING SHEET D1 AND 10

FT. AROUND EACH STRUCTURE (COVERED IN

PAY ITEM 15218).

5. THE CONTRACTOR SHALL CONFINE ALL

OPERATION AND ACTIVITIES TO WITHIN THE

CLEARING LIMITS.

6. NOTES AND LEGEND ON SHEET G4 AND C1

APPLY.

STRUCTURE NO. SP11 SHALL BE

TEMPORARY CLOSED. STRUCTURE

CONDITIONS SHALL BE ADDRESSED

IN PHASE II OF LONG TERM

CONSTRUCTION

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ROAD SIGN

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SPOT ELEVATION

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CONTROL STATION

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CONTOUR INTERVAL 0.25M

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CONTOUR INTERVAL 1.00M

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UNDERGROUND PIPE

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STORM SEWER

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LEGEND

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AutoCAD SHX Text 34.15

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STA.5B

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FINISH FLOOR ELEVATION

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METAL COVER

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WATER METER

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CONCRETE SLAB

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KILOMETER

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ASPHALT ACCESS

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ROCKS AREA

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ALUMINUM GAZEBO

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NOTES

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1- ALL DISTANCES AND ELEVATIONS ARE EXPRESSED

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IN METERS.

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COORDINATE SYSTEM NAD 83 REVISION 2007.

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2- HORIZONTAL CONTROL IS REFERRED TO LAMBERT

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3- VERTICAL CONTROL IS REFERRED TO MEAN SEA

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LEVEL DATUM.

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4- CONTOUR INTERVALS IS 0.25M AND 1.00MTS.

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SMOKESTACK

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TREE

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PALM TREE

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KM-11.2

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CANOPY

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BATHROOMS

AutoCAD SHX Text F.F.E.=613.67

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CONC.WALL

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GUARDRAIL

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WEP

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STATE ROAD PR-191

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EXISTING

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STRUCTURE

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2.CC

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AutoCAD SHX Text F.F.E.=597.37

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AutoCAD SHX Text F.F.E.=585.90

AutoCAD SHX Text F.F.E.=590.31

AutoCAD SHX Text F.F.E.=580.53

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STEP

AutoCAD SHX Text 6"%%C

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ROCK

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3.TABLES

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STEPS

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CREEK

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STEPS

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GABION

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STEPS

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BRIDGE

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BRIDGE

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CREEK

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STEPS

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GUTTER

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STEPS

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TANK

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SEPTIC

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STEPS

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STEPS

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STA.860

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STA.SW

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STA.P2

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STA.1090

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STA.1125

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STA.1177

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STA.1212

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STA.1854

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STA.1845

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STA.1773

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STA.1718

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STA.1602

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STA.1668

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FOUNTAIN

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WATER

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GUTTER

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BLOCK

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ASPHALT PARKING

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ASPHALT PARKING

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PAVING

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PAVING

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PAVING

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PAVING

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SIDEWALK

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TO PR-930

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TO PR-966

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BATHROOMS F.F.E.=591.85

ALIGNMENT A

TRAIL ℄

R E

F L E

C T

O R

D B

L U

T Y

HANDRAIL

S T

L E

N G

T H

Y P

EXISTING SITE PLAN

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

SITE PLAN 1

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

03 3 6

BASED ON SITE

COORDINATES

THE ABOVE SCALE

IS IN METERS

SCALED TO 11X17

STATIONING ARE IN EVERY 30.50 METERS (100 FT)

AND MINOR TICKS ARE EVERY 6 METERS (20 FT.).

TYP TO ALL

REMOVE AND REPLACE

ROOF, FASICA BOARD,

AND GUTTER SYSTEM

ON THIS STRUCTURE.

REFER TO DRAWING

SHEET D1

CONTRACTOR SHALL REMOVE AND

REPLACE APPROX 12 L.F. OF 2" DIA.

DETERIORATED ENTRANCE HAND-

RAIL. WELDING SHALL CONFORM

TO AWS D1.1.. EXTENSIONS SHALL

CONFORM TO ADA STANDARDS

FOR ACCESSIBLE DESIGN.

(COVERED IN PAY ITEM 80002)

PARKING SPACE

ACCESS AISLE

5' WIDE MIN

REMODEL OUTSIDE EATING

AND RESTING AREA 2

APPROX 9.5 SQUARE

METERS (103 SQ.FT.)

BUILDING IS APPROX

90 SQUARE METERS (970 SQ.FT.)

BUILDING IS APPROX

50 SQUARE METERS

(540 SQ.FT.)

REFLECTORIZED BLUE

REFLECTORIZED WITE, TYP

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH TO

DETAIL SHOWN ON SHEET C2, TYP.

COVERED IN PAY ITEM 30201

CONCRETE STAIRWAY APPROX

4 STAIRS, 40 INCHES WIDE EACH

REMOVE OUTSIDE EATING AND

RESTING AREA 1 IN ITS ENTIRETY.

APPROX 8 SQUARE METERS

(87 SQ.FT.). (REFER TO SHEET D2)

INSTALL NEW ADA

PARKING SIGN AND

POST

CONTRACTOR SHALL CLEAR 10 FT

PATHWAY AROUND ALL BUILDINGS

ON ALL SIDES. ALL WORK IS INCLUDED

IN PAY ITEM 15218. (FLOWERS SHALL

REMAIN IN PLACE).

GENERAL NOTES:

1. IF APPLICABLE, LOCATION AND ORIENTATION OF

ALL STRUCTURES, HYDRANTS, GROUP SITES

SHALL BE APPROVED BY THE CONTRACTING

OFFICER PRIOR TO INSTALLATION.

2. CLEARING LIMITS SHALL BE AS NOTED IN DETAIL

DRAWING FOR ALL TRAIL PATHS AND AS SHOWN

ON DRAWING SHEET D1 AND 10 FT. AROUND EACH

STRUCTURE. MATERIAL OVER 6 FEET IN LENGTH

SHALL BE HAULED OFF SITE IN ITS ENTIRETY. ALL

OTHER MATERIAL SHALL BE SCATTERED ON SITE

AS APPOINTED BY C.O., UNLESS NOTED

OTHERWISE. ALL WORK IS COVERED IN PAY ITEM

15218).

3. THE CONTRACTOR SHALL CONFINE ALL

OPERATION AND ACTIVITIES TO WITHIN THE

CLEARING LIMITS.

4. NOTES AND LEGEND ON SHEET G4 AND C1 APPLY.

INSTALL NEW ADA

PARKING SIGN AND

POST (REFER TO SUB-

SHEET D1 ACCESSIBLE

PARKING SIGN DETAIL),

TYP

INSTALL SILT FENCE,

PER PAY ITEM 15702.

INCLUDES REMOVAL

AFTER PROJECT FINAL

ACCEPTANCE

REMOVE AND REPLACE EXISTING

9'-0" LENGTH X 21

" WIDE EXISTING

ALUMINUM STOVE HOOD AND FLUE ABOVE

STOVE W/ NEW HOOD & FLUE PIPE

SYSTEM TO LATEST INTERNATIONAL

MECHANICAL CODE. COVERED IN

OPTIONAL PAY ITEM 7008.

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KM-11.2

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CANOPY

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BATHROOMS

AutoCAD SHX Text F.F.E.=613.67

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CONC.WALL

AutoCAD SHX Text 22"%%C

AutoCAD SHX Text 8"%%C

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WEP

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STATE ROAD PR-191

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EXISTING

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STRUCTURE

AutoCAD SHX Text F.F.E.=615.18

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2.CC

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ROCK

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3.TABLES

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GUTTER

AutoCAD SHX Text I=613.05

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WATER

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FOUNTAIN

AutoCAD SHX Text T=613.62

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BLOCK

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BLOCK

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ASPHALT PARKING

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ASPHALT PARKING

AutoCAD SHX Text

PAVING

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PAVING

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PAVING

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SIDEWALK

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BLOCK

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SP01

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SP02

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I G

I L

3+23.27

C/L OF CULEVERT 1

Station=1+47.91 M

(485.27 FT.)

Northing=252141.55

Easting=268867.63

NO AGGREGATE NEEDED.

CONDITIONS WILL BE

ADDRESSED IN PHASE II

OF LONG TERM

CONSTRUCTION

NO AGGREGATE NEEDED.

CONDITIONS WILL BE

ADDRESSED IN PHASE II

OF LONG TERM

CONSTRUCTION

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

STRUCTURE SHALL BE TEMPORARY

CLOSED. STRUCTURE CONDITIONS

SHALL BE ADDRESSED IN PHASE II

OF LONG TERM CONSTRUCTION

18" ID

TRENCH WIDTH

FINISHED TRAILWAY GRADE

EXCAVATION LIMIT AS

REQUIRED BY OSHA

PLACE 4" OF UN-COMPACTED

BEDDING MATERIAL IN A LAYER

OF UNIFORM THICKNESS PER

SMOOTH BOTTOM,

FREE OF LOOSE SOIL

OR DEBRIS

4" BEDDING

NOT STEEPER THAN DEPTH

REQUIRED BY OSHA

STRUCTURAL

BACKFILL

SPRINGLINE

HAUNCH AREA SHALL BE

SHOVEL COMPACTED

APPROX

45°

VERTICAL LINE

FROM EDGE OF

PIPE

COMPACT BACKFILL PER FSSS

SECTION 208.11 METHOD B

GENERAL NOTES:

1. EXCAVATE TRENCH TO A WIDTH THAT ALLOWS ROOM

FOR WORK

2. PIPE SHALL BE A CORRUGATED POLYETHYLENE DUAL

WALL DRAINAGE PIPE "TYPE S" AND IS

MANUFACTURED AND IS TESTED IN ACCORDANCE

WITH AASHTO M252 TYPE S, AASHTO M294 TYPE S,

ASTM F2306, ASTM F2648.

3. AGGREGATE BASE MATERIAL SHALL BE USED AS PIPE

BEDDING MATERIAL COVERED IN PAY ITEM 30201.

4. ℄ OF PIPE IN TRENCH

CORRUGATED POLYETHYLENE

DUAL WALL DRAINAGE PIPE

"TYPE S"

PIPE

EXISTING SITE PLAN

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

SITE PLAN 2

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

03 3 6

BASED ON SITE

COORDINATES

THE ABOVE SCALE

IS IN METERS

SCALED TO 11X17

NOTES:

1. ALL CUT AND FILL SLOPES SHALL BE SLOPED AT

1V:2H OR FLATTER OR MATCH EXISTING SLOPES.

2. CONTRACTOR SHALL PLACE AND COMPACT

AGGREGATE FINISH SURFACE DEPTH 4" ABOVE

EXISTING GRADE (IN-SLOPED OR OUT-SLOPED TO

FIELD CONDITIONS.)

3. ALL AGGREGATE SURFACE WORK IS COVERED IN

OPTIONAL PAY ITEM 30201(A). OPTIONAL PAY ITEM

AWARDED WILL BE DETERMINED BY THE C.O.

1V:2H SLOPE OR FLATTER

OR MATCHING EXISTING SLOPE

EXISTING GRADE

4' MIN. OR MATCH EXISTING

EXISTING DAMAGED

ASPHALT SURFACE

COMPACT FILL MATERIAL

TRAIL FINISHED GRADE. BUILD

TRAIL SURFACE UP WITH

COMPACTED IMPORTED

AGGREGATE MATERIAL,

DAMAGED AREAS DEPTH

MAY VARY, TYP (REFER TO

SCHEDULE OF ITEMS)

FINISH GRADE

1V:2H SLOPE OR FLATTER

OR MATCHING EXISTING SLOPE,

TYP TO FILL AND CUT SLOPES

TRAIL DITCH RE-

ESTABLISHMENT

APPROX. 13 M (43 FT)

STA: 2+00.00

(INTERNATIONAL FT)

C STANDARD TRENCH PIPE INSTALLATION DETAIL C-C

NTS

MINIMUM HAUCH AREA DETAIL

NTS

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN IN DETAIL A-A,

TYP. TO ALL DAMAGED AREAS

REINFORCED CONCRETE

BUILDING IS APPROX

34 SQUARE METERS

REINFORCED CONCRETE

BUILDING IS APPROX

34 SQUARE METERS

ALIGNMENT A

TRAIL

ALIGNMENT A

TRAIL

ALIGNMENT A

TRAIL

A TRAIL PATH SECTION DETAIL A-A

NTS

RAILING SHALL BE A

CONTINUOUS SMOOTH

SURFACE & SHALL HAVE A

HEIGHT OF 34"-38".

STRUCTURE NO. SP04

SHALL BE TEMPORARY

CLOSED AS SHOWN

IN REPAIR SCHEDULE

EXISTING FINISHED GRADE

4" ABOVE EXISTING

FINISH GRADE

12" MIN.

OF COVER

INSTALL SILT FENCE,

PER PAY ITEM 15702.

INCLUDES REMOVAL

AFTER PROJECT FINAL

ACCEPTANCE

AutoCAD SHX Text

AutoCAD SHX Text F.F.E.=604.58

AutoCAD SHX Text F.F.E.=600.89

AutoCAD SHX Text

STEP

AutoCAD SHX Text 6"%%C

AutoCAD SHX Text

AutoCAD SHX Text 8"%%C

AutoCAD SHX Text

SP03

AutoCAD SHX Text

SP04

AutoCAD SHX Text

2% INSLOPE/OUTSLOPE

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593.0

593.50

ALIGNMENT A

TRAIL ℄

I G

I L

3+23.27

C/L OF CULEVERT 1

Station=1+47.91 M

(485.27 FT.)

Northing=252141.55

Easting=268867.63

NO AGGREGATE NEEDED.

CONDITIONS WILL BE

ADDRESSED IN PHASE II

OF LONG TERM

CONSTRUCTION

NO AGGREGATE NEEDED.

CONDITIONS WILL BE

ADDRESSED IN PHASE II

OF LONG TERM

CONSTRUCTION

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

ALIGNMENT A

TRAIL ℄

ALIGNMENT A

TRAIL ℄

ALIGNMENT A

TRAIL ℄

ALIGNMENT A

TRAIL ℄

REMOVE EXISTING STAIRWAY

AND RE-CONSTRUCT. COVERED

IN PAY ITEM 20302(D) AND PAY

ITEM 90000.

STRUCTURE SHALL BE TEMPORARY

CLOSED. STRUCTURE CONDITIONS

SHALL BE ADDRESSED IN PHASE II

OF LONG TERM CONSTRUCTION

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

EXISTING SITE PLAN

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

SITE PLAN 3

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

03 3 6

BASED ON SITE

COORDINATES

THE ABOVE SCALE

IS IN METERS

SCALED TO 11X17

REMOVE 8" DIA. AND DISPOSE

CONCRETE CULVERT AND REPLACE

WITH 18" DIA. SOLID PLAIN END

DUAL-WALL HDPE CULVERT WITH

SMOOTH INTERIOR WITH NO

PERFORATIONS. MATCH EXISTING

INLET INVERT AND OUTLET INVERT

ELEV. (REFER TO DETAIL C-C

DRAWING SHEET C2). ALL WORK

COVERED IN PAY ITEM 60201.

ALIGNMENT A TRAIL ℄

END OF ALIGNMENT A

STATION 3+23.27

(1,060.60 FT.)

REINFORCED CONCRETE

BUILDING IS APPROX

34 SQUARE METERS

REINFORCED CONCRETE

BUILDING IS APPROX

34 SQUARE METERS

AutoCAD SHX Text

AutoCAD SHX Text F.F.E.=597.37

AutoCAD SHX Text F.F.E.=593.57

AutoCAD SHX Text F.F.E.=592.29

AutoCAD SHX Text F.F.E.=585.90

AutoCAD SHX Text F.F.E.=590.31

AutoCAD SHX Text

AutoCAD SHX Text 8"%%C

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STEPS

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AutoCAD SHX Text 8"%%C

AutoCAD SHX Text

STEPS

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TANK

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STEPS

AutoCAD SHX Text 8"%%C

AutoCAD SHX Text 12"%%c

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

STEPS

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SEPTIC

AutoCAD SHX Text

BATHROOMS

AutoCAD SHX Text F.F.E.=591.85

AutoCAD SHX Text

SP05

AutoCAD SHX Text

SP12

AutoCAD SHX Text

SP08

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SP07

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598.0

593.0

593.50

ALIGNMENT A

TRAIL ℄

I G

I L

3+23.27

C/L OF CULEVERT 1

Station=1+47.91 M

(485.27 FT.)

Northing=252141.55

Easting=268867.63

NO AGGREGATE NEEDED.

CONDITIONS WILL BE

ADDRESSED IN PHASE II

OF LONG TERM

CONSTRUCTION

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

ALIGNMENT A

TRAIL ℄

ALIGNMENT A

TRAIL ℄

ALIGNMENT A

TRAIL ℄

ALIGNMENT A

TRAIL ℄

REMOVE EXISTING STAIRWAY

AND RE-CONSTRUCT. COVERED

IN PAY ITEM 20302(D) AND PAY

ITEM 90000.

STRUCTURE SHALL BE TEMPORARY

CLOSED. STRUCTURE CONDITIONS

SHALL BE ADDRESSED IN PHASE II

OF LONG TERM CONSTRUCTION

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

EXISTING SITE PLAN

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

SITE PLAN 4

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

03 3 6

BASED ON SITE

COORDINATES

THE ABOVE SCALE

IS IN METERS

SCALED TO 11X17

REMOVE 8" DIA. AND DISPOSE

CONCRETE CULVERT AND REPLACE

WITH 18" DIA. SOLID PLAIN END

DUAL-WALL HDPE CULVERT WITH

SMOOTH INTERIOR WITH NO

PERFORATIONS. MATCH EXISTING

INLET INVERT AND OUTLET INVERT

ELEV.(REFER TO DETAIL C-C DRAWING

SHEET C2). ALL WORK COVERED IN

PAY ITEM 60201.

REINFORCED CONCRETE

BUILDING IS APPROX

34 SQUARE METERS

INSTALL SILT FENCE,

PER PAY ITEM 15702.

INCLUDES REMOVAL

AFTER PROJECT FINAL

ACCEPTANCE

AutoCAD SHX Text

AutoCAD SHX Text F.F.E.=597.37

AutoCAD SHX Text F.F.E.=593.57

AutoCAD SHX Text F.F.E.=592.29

AutoCAD SHX Text F.F.E.=585.90

AutoCAD SHX Text F.F.E.=590.31

AutoCAD SHX Text

AutoCAD SHX Text 8"%%C

AutoCAD SHX Text

STEPS

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SEPTIC

AutoCAD SHX Text

BATHROOMS

AutoCAD SHX Text F.F.E.=591.85

AutoCAD SHX Text

SP05

AutoCAD SHX Text

SP12

AutoCAD SHX Text

SP08

AutoCAD SHX Text

SP07

AutoCAD SHX Text

SP06

AutoCAD SHX Text

SP09

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593.0

593.50

C/L OF CULEVERT 1

Station=1+47.91 M

(485.27 FT.)

Northing=252141.55

Easting=268867.63

ALIGNMENT A

TRAIL ℄

ALIGNMENT A

TRAIL ℄

ALIGNMENT A

TRAIL ℄

NO AGGREGATE NEEDED.

CONDITIONS WILL BE

ADDRESSED IN PHASE II

OF LONG TERM

CONSTRUCTION

REMOVE AND REPLACE 2" DIA. BRIDGE

HANDRAIL. TYP TO BOTH SIDES OF

BRIDGE. WELDING SHALL CONFORM TO

AWS D1.1. (COVERED IN PAY ITEM 80002)

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

EXISTING SITE PLAN

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

SITE PLAN 5

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

06 3 6

BASED ON SITE

COORDINATES

THE ABOVE SCALE

IS IN METERS

SCALED TO 11X17

ALIGNMENT A TRAIL ℄

TRAIL DITCH RE-

ESTABLISHMENT

APPROX. 8.2 M

(27 FT)

AutoCAD SHX Text

AutoCAD SHX Text F.F.E.=593.57

AutoCAD SHX Text F.F.E.=592.29

AutoCAD SHX Text F.F.E.=598.29

AutoCAD SHX Text

AutoCAD SHX Text 8"%%C

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BRIDGE 1

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CREEK

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BRIDGE

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CREEK

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581.50

NO AGGREGATE NEEDED.

CONDITIONS WILL BE

ADDRESSED IN PHASE II

OF LONG TERM

CONSTRUCTION

STRUCTURE SHALL BE

TEMPORARY CLOSED.

CONDITIONS WILL BE

ADDRESSED IN PHASE

II OF LONG TERM

CONSTRUCTION

STRUCTURE SHALL BE TEMPORARY

CLOSED. STRUCTURE CONDITIONS

SHALL BE ADDRESSED IN PHASE II

OF LONG TERM CONSTRUCTION

REMOVE AND REPLACE 2" DIA. BRIDGE

HANDRAIL. TYP TO BOTH SIDES OF

BRIDGE. WELDING SHALL CONFORM TO

AWS D1.1. (COVERED IN PAY ITEM 80002)

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

PLACE AND COMPACT AGGREGATE

ON TRAIL IN DAMAGED AREAS

THROUGHOUT ENTIRE LENGTH OF

TRAIL PATH AS SHOWN ON SHEET

C2 DETAIL A-A, TYP. TO ALL DAMAGED

AREAS

TRAVELED

WAY

EDGE

SHOULDER

EDGE

MATCH

EXISTING

1' DITCH BOTTOM,

NOMINAL TYP

SEEDING AND MULCHING

MATCHING EXISTING SLOPE

COMPACTED

AGG DEPTH

TYP. ALL SECTIONS

EXISTING SITE PLAN

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

SITE PLAN 6

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

03 3 6

BASED ON SITE

COORDINATES

THE ABOVE SCALE

IS IN METERS

SCALED TO 11X17

B DITCH RE-ESTABLISHMENT DETAIL B-B

NTS

PLACE AND COMPACT AGGREGATE ONTO

ENTIRE TRAIL AS SHOWN IN DETAIL.

REFLECTED IN AGGREGATE PAY ITEM

NOTES:

ALL TRAIL DITCH RECONDITION

WORK IS COVERED IN PAY ITEM

30302.

AutoCAD SHX Text F.F.E.=598.29

AutoCAD SHX Text F.F.E.=580.53

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BRIDGE 1

AutoCAD SHX Text 8"%%C

AutoCAD SHX Text

CREEK

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GABION

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BRIDGE

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6M (20')

3 M (9'-10 3/4")

0.25M (10")

REPLACE 12'L X 2" X 7"

FASCIA BOARD & DRIP

FLASHING, TYP

REPLACE FASCIA BOARD

AND GUTTER SYSTEM AROUND

ENTIRE BUILDING (SUBMIT COLOR

TO C.O. FOR APPROVAL)

2.46M (8')

14.33 M (47')

REMOVE AND REPLACE ROOF

IN ITS ENTIRETY (SUBMIT COLOR

TO C.O. FOR APPROVAL)

GUTTER SYSTEM

DOWNSPOUT, TYP

REMOVE EXISTING FASCIA AND SOFFITS.

INSTALL NEW METAL DRIP EDGE AT ROOF ENDS.

INSTALL FASCIA AND SOFFITS TO MATCH NEW

ROOF COLOR ON ALL OVERHANGS

0.17M (7")

INCLUDING 5" WIDE GUTTER

GROUND LEVEL,

TYP

2.86M (9'-4 1/2")

2M (81 1/2")

0.4M (16")

0.4M (16 1/4")

0.6M (25")

1.8M (70 1/2")

0.3M (13")

6.0'

CLEARING WIDTH

OF TRAIL

8'-10" CLEARING HEIGHT

3.0'

TYP.

4" X 4" TREATED POST

12 INCH WIDE VAN

ACCESSIBLE SIGN

GREEN LEGEND AND

BORDER. WHITE SYMBOL

ON BLUE BACKGROUND

ON WHITE MAJOR BACK-

GROUND

BUILDING NO.1 ROOFING SITE PLAN

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

BUILDING NO. SP01

EXISTING ROOF SITE

PLAN

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

NOTES:

1. ALL SIGN BOARDS INSTALLED ON SINGLE POSTS SHALL BE CENTERED.

2. DIMENSIONS FOR SIGN INSTALLATION ARE SCHEMATIC.

3. DIRECTIONAL SIGNS WILL BE LOCATED BY THE CONTRACTING OFFICER.

4. SEE SPECIFICATION 21201 FOR SIGN POST AND MATERIALS.

5. ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT BOLTS AND

NUTS.

6. INSTALLATION DATE AND VANDAL WARNING LABELS SHALL BE

INSTALLED ON ALL SIGNS IN ACCORDANCE WITH FS MANUAL EM 7100-15.

7. ADA SIGNS SHALL BE 5'-0" TALL, FROM GROUND TO BOTTOM OF SIGN.

REGULATORY SIGNS SHALL BE 5'-0" TALL (PICNIC SITE) 7'-0" TALL

(HIGHWAY) FROM GROUND TO BOTTOM OF SIGN.

8. SIGN WORK IS COVERED IN PAY ITEM 21201.

SCALED TO 11X17

1 BUILDING NO. 1 ELEVATION VIEW

NTS

GNERAL NOTES:

1. REFER TO SHEET C1 FOR BUILDING APPROX. TOTAL SQUARE FOOTAGE.

2. CONTRACTOR SHALL REMOVE EXISTING ROOFING, GUTTER, AND

UNDERLAYMENT SYSTEM IN ITS ENTIRETY. MATERIAL SHALL BE

HANDLED, LOADED, AND TRANSPORTED OFF OF GOVERNMENT LAND TO

AN APPROVED DISPOSAL FACILITY.

3. NEW METAL ROOF SHALL BE IN ACCORDANCE TO THE LATEST IBC FOR

PUERTO RICO AND SHALL ACCOMMODATE A RISK CATEGORY III-IV:

3-SEC PEAK GUST IN MPH OF 175. A SUBMITTAL IS REQUIRED.

4. METAL ROOFING SYSTEM SHALL LAST A MINIMUM OF 40 YEARS WITH

SPECIFIED GAUGE.

5. CONTRACTOR SHALL SUBMIT ALL ROOFING AND GUTTER SYSTEM

INSTALLATION SHOP DRAWINGS TO C.O. FOR APPROVAL PRIOR TO

ORDERING OF MATERIALS AND INSTALLATION.

6. CONTRACTOR SHALL SUBMIT COLOR PANEL TO C.O. FOR APPROVAL

PRIOR TO ORDERING AND INSTALLATION.

7. SHOP DRAWINGS INCLUDING ROOFING AND GUTTER SYSTEM

INSTALLATION, UNDERLAYMENT, FASTENERS, SCREWS, WASHERS,

SEALANTS, PERLINS, EAVE TRIMS, RIDGE FLASHING IF APPLICABLE ,

PLUG STRIPS, GUTTER SUPPORTS, AND ALL OTHER ROOFING

APPARATUS SHALL BE SUBMITTED TO C.O. FOR APPROVAL.

8. REFER TO SPECIFICATION SECTION 70000 - SHEET METAL FLASHING

AND TRIM...... ALL WORK IS COVERED IN PAY ITEM 70000.

GUTTER AND DOWNSPOUT SYSTEM NOTES:

1. SUBMIT NEW ALUMINUM DOWNSPOUT SIZE, DIMENSIONS, AND GAUGE

W/ STRAINERS TO C.O. FOR APPROVAL.

2. ELBOW & BAND TO MATCH STANDING SEAM MATERIAL AND COLOR.

3. SLIP ELBOW INTO DOWNSPOUT AND ANCHOR WITH RIVETS.

4. PROVIDE INTERIOR SURFACES W/ CORROSION RESISTANT EPOXY

COATING

TRAIL CLEARING DETAIL

NTS

GNERAL NOTES:

1. TRAIL PATH CLEARING ARE COVERED IN

PAY ITEM 15218

18"

5' - 0"

(SEE NOTE 7)

3'-0" (MIN.)

ACCESSIBLE PARKING SIGN DETAIL

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

PARKING

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VAN ACCESSIBLE

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2.74M (9')

TREATED POST

0.32M (12 3/4")

1.6M (62")

0.5M (20 1/2")

0.4M (15 1/2")

0.12M (5")

REMOVE 4"X4" TREATED POSTS, TYP

REMOVE 2"X12" HANDRAILS, TYP

0.8M (34 3/8")

WIDTH VARIES

REFER TO DIMENSION TABLE

5' HEIGHT

TYP TO ALL

WINDOWS

METAL ROOF

WOODEN WINDOW

(SUBMITTAL REQUIRED)

RESTING AND EATING AREA 1 SITE PLAN

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

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

SCALED TO 11X17

2 EATING AND RESTING AREA SECTION 1

NTS

GNERAL NOTES:

1. REFER TO SHEET C1 FOR RESTING AREA 1 APPROX.

TOTAL SQUARE FOOTAGE.

2. CONTRACTOR SHALL REMOVE EXISTING EATING AND

RESTING AREA SECTION NO. 1 ALONG BUILDING UNDER

EAVE IN ITS ENTIRETY. MATERIAL SHALL BE HANDLED,

LOADED, AND TRANSPORTED OFF GOVERNMENT LAND TO

AN APPROVED DISPOSAL FACILITY. ALL WORK IS

COVERED IN PAY ITEM 20302(B).

APPROX. EXISTING MATERIAL LIST:

1. REFER TO SHEET C1 FOR RESTING AREA 1 APPROX.

TOTAL SQUARE FOOTAGE.

2. REMOVE 2"X6" DECK BOARDS, REMOVE 6 (9'L 4"X4"

TREATED POSTS AND REMOVE 2"X12" HANDRAILS).

EATING AND RESTING

AREA SECTION 1

BUILDING NO. SP01 WOODEN WINDOW DETAIL

NTS

WINDOW FRAMING, TYP

GNERAL NOTES:

1. WORK SHALL INCLUDE CONTRACTOR REMOVING

EXISTING WOOD WINDOWS AND FRAME AND INSTALLING

NEW WOODEN SOLID WINDOW WITH NEW FRAMING ON

BUILDING NO. SP01. ALL WORK IS COVERED IN PAY ITEM

90001.

2. NEW WINDOWS AND FRAMING SHALL MIRROR THE

EXISTING WOODEN WINDOWS AND EXISTING FRAMING.

ALL TREATED MATERIALS, SPECIES OF MATERIAL, AND

FINISH COLOR SHALL BE SUBMITTED TO COR FOR

APPROVAL.

3. CONTRACTOR SHALL VERIFY ALL WINDOW(S) AND

FRAMING(S) DIMENSIONS BEFORE ORDERING AND

MANUFACTURE OF NEW MATERIALS

WINDOWS DIMENSION TABLE

WINDOW WIDTH HEIGHT

1 8 FT. 5 FT.

2 8 FT. 5 FT.

3 8 FT. 5 FT.

4 3 FT. 5 FT.

**CONTRACTOR SHALL VERIFY ALL WINDOW AND FRAMING(S) DIMENSIONS

BEFORE ORDERING AND MANUFACTURE OF NEW MATERIALS.

CONTRACTOR WILL BE RESPONSIBLE FOR FINAL DIMENSIONS OF NEW

WINDOW AND FRAMING.

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3M (10')

0.91M (3')

0.15M (6")

1.47M (58" O.C.)

0.4M (16")

REMOVE 4"X4" TREATED

POSTS, TYP

REMOVE 2"X12"

HANDRAILS, TYP

REMOVE 4"X4" TREATED

POSTS, TYP

" RADIUS

6" - 7" RISER

TYP.

11" MIN.

TYP

" MAX NOSING, TYP

35 LIGHT BROOM FINISH

" RADIUS TOP AND BOTTOM, TYP

TOOL SAFETY GROOVES. STOP TOOLS

3" FROM EACH END OF TREAD.

COMPACTED BACKFILL

(AGGREGATE BASE)

LATERAL #4 BARS

AT 18" O.C. TYP

LONGITUDINAL #4

BARS AT 18" O.C.,

TYP

3" CLR FROM EARTH

PER ACI-318 SECTION

7.7.1, TYP

NEW EATING AND RESTING AREA #2 PARAMETERS

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

EATING AND RESTING

AREA SECTION 2

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

CONCRETE AND REINFORCEMENT:

MATERIAL STANDARDS

1. CONCRETE - f'c = 3000 PSI

2. NORMAL WEIGHT AGGREGATES - ASTM C3

3. CEMENT - USE TYPE I/II CEMENT AS PER ASTM C150

4. AIR-ENTRAINING ADMIXTURES (WHERE REQUIRED) - ASTM C260

5. CALCIUM CHLORIDE SHALL NOT BE USED.

6. REINFORCING REBAR - ASTM A615 GRADE 60 (FY = 60 KSI)

7. WELDED WIRE - ASTM A1064

DETAIL REINFORCING TO COMPLY WITH ACI 315 "MANUAL OF STANDARD

PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES" AND

THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

RECOMMENDATIONS.

MINIMUM CLEAR CONCRETE COVER FOR REINFORCEMENT SHALL BE AS

FOLLOWS UNLESS OTHERWISE NOTED:

· CONCRETE CAST DIRECTLY AGAINST AND PERMANENTLY

EXPOSED TO EARTH - 3"

· CONCRETE EXPOSED TO WEATHER OR EARTH - #5 BARS OR

SMALLER - 1-1/2"

· LAP SPLICE LENGTHS (UNLESS OTHERWISE NOTED) f'c = 2500-3500

PSI #6 AND SMALLER - 36 BAR DIAM

SCALED TO 11X17

3 EATING AND RESTING AREA SECTION 2

NTSGNERAL NOTES:

1. REFER TO SHEET C1 FOR RESTING AREA 2 APPROX. TOTAL SQUARE

FOOTAGE.

2. NEW DECKING COUNTER AND SEATING AREA SHALL BE WATER

RESISTANT AND AN APPROVED TREATED TREATMENT METHOD

SUITABLE FOR CONTACT WITH SKIN AND AS EATING SURFACE. ALL

ADDITIONAL WOOD USED IN CONSTRUCTION OF ALL DECKS AND

RAILINGS ETC IS TO BE PRESSURE TREATED.

3. SHOP DRAWINGS AND ALL OTHER APPARATUS FOR NEW DECKING

DESIGN SHALL BE SUBMITTED TO C.O. FOR APPROVAL. STRUCTURAL

MEMBERS SHALL BE SHOWN IN NEW SHOP DRAWINGS AND SUBMITTED

TO THE C.O. FOR APPROVAL. SHOP DRAWINGS OF THE NEW RESTING

AND EATING AREA LAYOUT SHALL INCLUDE MATERIALS, INSTALLATION,

AND ERECTION DRAWINGS.

4. DECK DESIGN LOAD SHALL BE BASED ON 100 LB/SQ.FT OR AS LATEST

RECOMMENDATION PER NATIONAL BUILDING CODE.

5. NEW BEAM AND JOIST SIZES, DIMENSIONS, AND SPACING SHALL BE

SHOWN IN SHOP DRAWINGS FOR APPROVAL.

6. RESTING AREA SHOP DRAWINGS SHALL CONFORM TO THE EXISTING

FOOTPRINT. FOOTPRINT SHALL REMAIN THE SAME.

7. CONTRACTOR SHALL SUBMIT TREATMENT AND LUMBER FINISH TO C.O.

FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION.

APPROX. EXISTING MATERIAL LIST:

1. REFER TO SHEET C1 FOR RESTING AREA 1 APPROX.

TOTAL SQUARE FOOTAGE.

2. REMOVE 12 (2"X4" X 8'-3" TALL EACH TREATED), REMOVE

2"X6" DECK BOARDS, REMOVE 15 (4' TALL EACH 4"X4"

TREATED POSTS AND REMOVE 2"X12" HAND-RAILS)

3. CONTRACTOR SHALL REMOVE EXISTING EATING AND

RESTING AREA SECTION NO. 2 IN ITS ENTIRETY. MATERIAL

SHALL BE HANDLED, LOADED, AND TRANSPORTED OFF

GOVERNMENT LAND TO AN APPROVED DISPOSAL

FACILITY.

AT ENTRANCE TO DECKING AREA

ELIMINATE APPROX. 2' X 5' SECTION

TO MAKE STANDARD STEP 6" - 7" RISER

HEIGHT ONTO NEW DECKING AND

INSTALL YELLOW HAZARD STRIPE

(PAINT OR TAPE) ALONG EDGE.

2" DIA. ROUND

STEEL PILE

STAIR DETAIL

GROOVE DETAIL

STAIR REINFORCEMENT DETAIL

GENERAL NOTE:

1. ALL REINFORCED CONCRETE STAIR

WORK SHALL BE DONE ON BUILDING NO.

SP05. REFER TO SHEET C3.

2. ALL REINFORCED CONCRETE STAIR

WORK ARE COVERED IN PAY ITEM 90000.

NEW BALUSTRADES ON NEW

DECKING SHALL BE SUB-

MITTED IN SHOP DRAWING

FOR APPROVAL. OPENINGS

IN GUARDS SHALL BE SHOWN

IN SHOP DRAWINGS.

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5°

ALUMINUM PIPE RAIL SHOWN

IN DRAWINGS (SUBMIT RAILING

SYSTEM TO C.O. FOR APPROVAL)

ALUMINUM PIPE POST SHOWN

IN DRAWINGS (SUBMIT RAILING

SYSTEM TO C.O. FOR APPROVAL)

BRACKET (SUBMIT RAILING

SYSTEM TO C.O. FOR

APPROVAL)

TYPICAL FLOOR MOUNT A.D.A. HANDRAIL DETAIL

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

SILT FENCING DETAIL

EL YUNQUE

NATIONAL FOREST

SIERRA PALM PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

GENERAL NOTES:

1. HANDRAIL SHALL EXTEND AT LEAST 12 IN BEYOND THE TOP RISER AND AT LEAST 12 IN PLUS

THE WIDTH OF ONE TREAD BEYOND THE BOTTOM RISER.

2. AT THE TOP, THE EXTENSION SHALL BE PARALLEL WITH THE FLOOR OR GROUND SURFACE.

AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE

WIDTH OF ONE TREAD FROM THE BOTTOM RISER; THE REMAINDER OF THE EXTENSION

SHALL BE HORIZONTAL.

3. REFER TO REPAIR SCHEDULE ON SHEET G3 FOR APPROX STRUCTURE NUMBERS TO INSTALL

NEW FLOOR MOUNT HANDRAIL(S) SYSTEM. FIELD DIMENSIONS SHALL BE VERIFIED BEFORE

ORDERING OF HANDRAILS OR ERECTION. ALL WORK IS COVERED IN PAY ITEM 80001.

SCALED TO 11X17

SILT FENCE DETAIL

INSTALLATION

EXCAVATE A TRENCH APPROXIMATELY 6-INCHES WIDE AND 6-INCHES DEEP WHEN PLACING FABRIC BY

HAND. PLACE 12-INCHES OF GEOTEXTILE FABRIC INTO THE 6-INCH DEEP TRENCH, EXTENDING THE

REMAINING 6-INCHES TOWARDS THE UPSLOPE SIDE OF THE TRENCH. BACKFILL THE TRENCH WITH SOIL OR

GRAVEL AND COMPACT.BURY 12-INCHES OF FABRIC INTO THE GROUND WHEN PNEUMATICALLY INSTALLING

SILT FENCE WITH A SLICING METHOD. UNROLL 36 INCH "HOG WIRE" TYPE FABRIC AND PLACE ON UP

GRADIENT SIDE OF POSTS AND PLACE THE BOTTOM OF WIRE ROLL SO IT RESTS AT THE BOTTOM OF THE 6

INCH DEEP TRENCH. TIE HOG WIRE TO STEEL POSTS USING SPECIFIED STEEL CLIPS AT THREE LOCATIONS

PER POST. PURCHASE FABRIC IN CONTINUOUS ROLLS AND CUT TO THE LENGTH OF THE BARRIER TO AVOID

JOINTS. WHEN JOINTS ARE NECESSARY, WRAPPED THE FABRIC TOGETHER AT A SUPPORT POST WITH BOTH

ENDS FASTENED TO THE POST, WITH A 6-INCH MINIMUM OVERLAP. INSTALL POSTS TO A MINIMUM DEPTH OF

24-INCHES. INSTALL POSTS A MINIMUM OF 1- TO 2- INCHES ABOVE THE FABRIC, WITH NO MORE THAN 3-FEET

OF THE POST ABOVE THE GROUND. SPACE POSTS TO MAXIMUM 6-FEET CENTERS. ATTACH FABRIC TO THE

STEEL POSTS USING HEAVY-DUTY PLASTIC TIES THAT ARE EVENLY SPACED AND PLACED IN A MANNER TO

PREVENT SAGGING OR TEARING OF THE FABRIC. IN CALL CASES, TIES SHOULD BE AFFIXED IN NO LESS

THAN 4 PLACES. INSTALL THE FABRIC A MINIMUM OF 24-INCHES ABOVE THE GROUND. WHEN NECESSARY, THE HEIGHT OF THE FENCE ABOVE GROUND MAY BE GREATER THAN 24-INCHES. IN TIDAL AREAS, EXTRA

SILT FENCE HEIGHT MAY BE REQUIRED. THE POST HEIGHT WILL BE TWICE THE EXPOSED POST HEIGHT.

POST SPACING WILL REMAIN THE SAME AND EXTRA HEIGHT FABRIC WILL BE 4-, 5-, OR 6-FEET TALL. LOCATE

SILT FENCE CHECKS EVERY 100 FEET MAXIMUM AND AT LOW POINTS AND LEAVE 10 FEET BETWEEN SILT

FENCE AND CREEK OR WETLAND. INSTALL THE FENCE PERPENDICULAR TO THE DIRECTION OF FLOW AND

PLACE THE FENCE THE PROPER DISTANCE FROM THE TOE OF STEEP SLOPES TO PROVIDE SEDIMENT

STORAGE AND ACCESS FOR MAINTENANCE AND CLEANOUT.

INSPECTION AND MAINTENANCE

INSPECT EVERY SEVEN CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL EVENT THAT

PRODUCES 1/2 INCHES OR MORE OF PRECIPITATION. CHECK FOR SEDIMENT BUILDUP AND FENCE

INTEGRITY. CHECK WHERE RUNOFF HAS ERODED A CHANNEL BENEATH THE FENCE, OR WHERE THE FENCE

HAS SAGGED OR COLLAPSED BY FENCE OVERTOPPING. IF THE FENCE FABRIC TEARS, BEGINS TO

DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE SECTION OF FENCE

IMMEDIATELY.REMOVE SEDIMENT ACCUMULATED ALONG THE FENCE WHEN IT REACHES 1/3 THE HEIGHT OF

THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. REMOVE TRAPPED SEDIMENT FROM THE SITE OR

STABILIZE IT ON SITE. REMOVE SILT FENCE WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED OR

AFTER TEMPORARY BEST MANAGEMENT PRACTICES (BMPS) ARE NO LONGER NEEDED. PERMANENTLY

STABILIZE DISTURBED AREAS RESULTING FROM FENCE REMOVAL.

SILT FENCE DETAIL

WHEN AND WHERE TO USE IT

SILT FENCE IS APPLICABLE IN AREAS:

WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE IS 100-FEET.

WHERE THE MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) IS 2H:1V.

THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS.

DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BMP.

MATERIALS

STEEL POSTS

USE 60-INCH LONG STEEL POSTS THAT MEET THE FOLLOWING MINIMUM PHYSICAL REQUIREMENTS:

COMPOSED OF HIGH STRENGTH STEEL WITH MINIMUM YIELD STRENGTH OF 50,000 PSI. HAVE A STANDARD

"T" SECTION WITH A NOMINAL FACE WIDTH OF 1.38-INCHES AND NOMINAL "T" LENGTH OF 1.48 INCHES. WEIGH

1.33 POUNDS PER FOOT (+- 8%). HAVE A SOIL STABILIZATION PLATE WITH A MINIMUM CROSS SECTION AREA

OF 17-SQUARE INCHES ATTACHED TO THE STEEL POSTS. PAINTED WITH A WATER BASED BAKED ENAMEL

PAINT.

USE STEEL POSTS WITH A MINIMUM LENGTH OF 4 FEET, WEIGHING 1.25 POUNDS PER LINEAR FOOT (+- 8%)

WITH PROJECTIONS TO AID IN FASTENING THE FABRIC. EXCEPT WHEN HEAVY CLAY SOILS ARE PRESENT ON

SITE, STEEL POSTS WILL HAVE A METAL SOIL STABILIZATION PLATE WELDED NEAR THE BOTTOM SUCH THAT

WHEN THE POST IS DRIVEN TO THE PROPER DEPTH, THE PLATE WILL BE BELOW THE GROUND LEVEL FOR

ADDED STABILITY. THE SOIL PLATES SHOULD HAVE THE FOLLOWING CHARACTERISTICS: BE COMPOSED OF

MINIMUM 15 GAUGE STEEL. HAVE A MINIMUM CROSS SECTION AREA OF 17-SQUARE INCHES.

GEOTEXTILE FILTER FABRIC

FILTER FABRIC IS: COMPOSED OF FIBERS CONSISTING OF LONG CHAIN SYNTHETIC POLYMERS COMPOSED

OF AT LEAST 85% BY WEIGHT OF POLYOLEFINS, POLYESTERS, OR POLYAMIDES. FORMED INTO A NETWORK

SUCH THAT THE FILAMENTS OR YARNS RETAIN DIMENSIONAL STABILITY RELATIVE TO EACH OTHER. FREE

OF ANY TREATMENT OR COATING WHICH MIGHT ADVERSELY ALTER ITS PHYSICAL PROPERTIES AFTER

INSTALLATION. FREE OF DEFECTS OR FLAWS THAT SIGNIFICANTLY AFFECT ITS PHYSICAL AND/OR FILTERING

PROPERTIES. CUT TO A MINIMUM WIDTH OF 36 INCHES.

RUNOFF

HEAVY DUTY HOG WIRE

WITH 6" X 6" OPENINGS

HEAVY DUTY HOG WIRE

WITH 6" X 6" OPENINGS

1.25 LB./LINEAR FT. STEEL POSTS

FILTER FABRIC

USE EITHER FLAT-BOTTOM

OR V-BOTTOM TRENCH

SHOWN BELOW

BACKFILL TRENCH WITH

COMPACTED EARTH

BURY FABRIC

HEAVY DUTY PLASTIC TIE

FOR STEEL POSTS

SILT FENCE INSTALLATION

SILT FENCE DETAIL (REINFORCED)

NTS

HEAVY DUTY HOG WIRE

WITH 6" X 6" OPENINGS

COMPACTED

EARTH

FILTER FABRIC

8" 18"

MIN.

18" TO 24"

V-SHAPED TRENCH DETAILFLAT-BOTTOM TRENCH DETAIL

18 IN.

MIN.

18" TO 24"

HEAVY DUTY HOG WIRE

WITH 6" X 6" OPENINGS

COMPACTED

EARTH

FILTER FABRIC

SILT FENCING DETAIL

APPLICABLE TO

FLAT OR SLOPE GRADE

12"

MIN.

12"

MIN.

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RUNOFF

ALIGNMENT A

TRAIL ℄

HDPE TRANSITION FITTING FROM

WATER TANK TO 1" DIA. HDPE SDR 11

- 160 PSIG PER AWWA C901: PE 3408 RESIN,

ASTM D1248, ASTM D 3350, 345434C

1" HDPE POLY BALL VALVE

IN-LINE CHECK VALVE

INSTALL VERTICAL 1.5"X1.5"X1.5"

TRANSITION TEE W/ CAP ON END

(TO HELP W/ FUTURE DRAINING)

INSTALL 1" WATER METER WITH UNIONS,

INCLUDING ALL TRANSITIONS (NEPTUNE

OR BADGER MANUFACTURED OR EQUAL).

INSTALL ONLY IF WATER TANK DOESN'T

HAVE A SIGHT TUBE

STATIONING 0+00.00

(TRANSITION FROM

WATER STORAGE

TANK)

INSTALL ON EACH SIDE OF (PT), A 100 PSI

GAUGE WITH

" BALL VALVE USING

" FITTINGS

WITH TEES AND PROPER REDUCERS PER

MANUFACTURE RECOMMENDATIONS

PROPOSED 1" HDPE PIPE

TRANSITION TO…

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