J03 La Mina Trail Rehab - Supporting Drawings.pdf

Mayaguez

Laguna Cartagena NWR

Cabo Rojo NWR

Ponce Fort Allen

Naval Radio Station Buck Island Reef

National Monument

Sandy Point NWR

Ramey Air Force Base Arecibo

Sabana Seca US Naval Radio Station San Juan

Bayamon Fort Buchanan

Caguas

Camp Santiago

Carolina El Yunque

National Forest

Vieques NWR

Culebra NWR

Roosevelt Roads Naval Reservation

Virgin Islands National Park

Buck Island

NWR

Virgin Islands National Park

Charlotte Amalie

Virgin Islands Coral Reef NM

Virgin Islands Coral Reef NM

ATLANTIC OCEAN

CARIBBEAN SEA

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/2 2/2

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USDA FOREST SERVICE

REGION 8

LA MINA AND

BIG TREE TRAIL

REHABILITATION

PROJECT

EL YUNQUE

NATIONAL FOREST

TITLE SHEET

1/25/21

D.F.DEAL

L. CARRION

R. FERNANDEZ

G-101 1 121

TITLE SHEET

TITLE

INDEX OF DRAWINGS

1 G-101

No. No.

SEDIMENT CONTROL PLAN

SILT FENCE DETAILSC-001

SHEET DWG.

GENERAL

G-102 G-103 G-104

VICINITY MAP

ABBREVIATIONS, SYMBOL LEGEND & GENERAL NOTES

LA MINA TRAIL AND BIG TREE TRAIL CONTROL POINTS

LA MINA TRAIL AND BIG TREE TRAIL PROPOSED SITE PLAN

12 LA MINA TRAIL AND BIG TREE TRAIL EXISTING SITE PLAN OVERVIEWC-100

13-48 LA MINA TRAIL AND BIG TREE TRAIL PLAN AND VERTICAL PROFILE VIEW C-101 - C-136

BIG TREE TRAIL RE-ROUTEC-137

BIG TREE TRAIL RE-ROUTE PROFILE AND VERTEX DATAC-138

51-52 BIG TREE TRAIL RE-ROUTE CROSS SECTIONSC-139 - C-140

GENERAL DETAILS

TRAIL IMPROVEMENTS TYPICAL DETAILSC-200

STAIRS IMPROVEMENTS TYPICAL DETAILSC-201

PASSING AREAS PLAN AND TYPICAL SECTIONC-202

OPEN DRAINAGE WATER CROSSINGS DETAILSC-203

RETAINING WALLS

57-81 PROPOSED WALL PLAN, PROFILE & CROSS SECTIONC-300 - C-324

82-83 GABIONS CONSTRUCTION DETAILSC-325 - C-326

CONCRETE MASONRY UNIT RETAINING WALLC-327

BRIDGES

BRIDGE PLAN, ELEVATION AND SECTION DETAILS BRIDGES #1 TO #4

BRIDGE PLAN, ELEVATION AND SECTION DETAILS BRIDGE #5

BRIDGE PLAN, ELEVATION AND SECTION DETAILS BRIDGE #5

BRIDGE PLAN, ELEVATION AND SECTION DETAILS BRIDGES #6

BRIDGE PLAN, ELEVATION AND SECTION DETAILS BRIDGES #1 TO #10 AND #14

BRIDGE PLAN, ELEVATION AND SECTION DETAILS BRIDGES #13 AND #14

EXISTING BRIDGE #11 AND PARTIAL DEMOLITION

BRIDGE OPTION A REMODEL EXISTING

GENERAL SITE PLAN OF PROPOSED INTERPRETATION SITES (BIG TREE TRAIL)98 L-301.10

INTERPRETATIVE SITES

INTERPRETATION SITE A PLAN - STA 39+80

INTERPRETATION SITE #2 PLAN - STA 56+10

INTERPRETATION SITE #7 PLAN - STA 68+12.50

L-301.20

L-301.30 L-301.40 L-301.50

L-301.60

103 INTERPRETATION SITE #9 PLAN - STA 72+13.50

INTERPRETATION SITE #12 PLAN - 80+00

GUARDRAIL DETAILS 107 L-907.30

LANDSCAPE DETAILS

108 INTERPRETATION SITES DETAILS L-910.10

CROSS SECTIONS109-121 CS-1 - CS-13

GENERAL CROSS SECTIONS

BRIDGE OPTION A REMODEL EXISTING

TITLENo. No.

SHEET DWG.

STRUCTURAL NOTES & ABBREVIATIONSC-400

BRIDGE OPTION B - NEW BRIDGE95

104 L-301.51 INTERPRETATION SITE #9 EXISTING STRUCTURE NEW ROOF DETAILS - STA 72+13.50

C-401 C-402 C-403 C-404 C-405 C-406 C-407 C-408 C-409 C-410

L-301.21 INTERPRETATIVE SITE A RETAINING WALL

L-301.52 INTERPRETATION SITE #9 STRUCTURE NEW ROOF DETAILS - STA 72+13.50105

BRIDGE OPTION B - BRIDGE ELEVATION & TYPICAL SECTION96

BRIDGE OPTION B - NEW BRIDGE VERTEX DATA AND STRUCTURAL SECTIONS97

C-411 C-412

G-105 G-106 G-107 G-108 G-109 G-110

LA MINA TRAIL ESTIMATE OF QUANTITIES 1

LA MINA TRAIL ESTIMATE OF QUANTITIES 2

LA MINA TRAIL ESTIMATE OF QUANTITIES 3

BIG TREE TRAIL ESTIMATE OF QUANTITIES 1

BIG TREE TRAIL ESTIMATE OF QUANTITIES 2

LA MINA FALL BRIDGE #11 OPTION A – ESTIMATE OF QUANTITIES

A/E CONSULTING FIRM

RECOMMENDED BY:

APPROVED:

THE DIGITAL SIGNATURE COVER

THE WHOLE DOCUMENT OF 121

PAGES.

4/27/2021

A/E///E/E/E/E/E//E/E/E/E/E/E/E//E/E//E/E/E/E/E/EEEE COCOOOOOOOOOOOOOOOOOOOONNNNSUNNNNNNNN LTILLLLLLTILTILTILTLLTILTILLLTILTLTLTTTITIIINGNGNGNGNGNGNGNGNGNGNGNGGNNNGGGGGGGGGG FIRFIRFIRFIRFFIRFIRFIFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFIRFFFIRFIRFIRMMMMMMMMM

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2021.04.22 17:57:20-04'00'

EUGENE WHATLEY Digitally signed by EUGENE WHATLEY Date: 2021.04.22 18:15:28 -04'00'

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KEENAN ADAMS Digitally signed by KEENAN ADAMS Date: 2021.04.28 12:19:03 -04'00'

Revision-1 01/25/22 ewhatley Line ewhatley Line

BIG TREE TRAIL HEAD

END TRAIL ℄ ALIGNMENT

STA: 82+52.00

LA MINA TRAIL HEAD

BEGIN TRAIL ℄ ALIGNMENT

STA: 0+00.00

LA MINA FALLS BRIDGE

STA. 38 + 40

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

4/5 /21

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USDA FOREST SERVICE

REGION 8

LA MINA AND

BIG TREE TRAIL

REHABILITATION

PROJECT

EL YUNQUE

NATIONAL FOREST

DISTRICT NAME

VICINITY MAP

D.F.DEAL

L. CARRION

R. FERNANDEZ

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

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

GRADE BREAK

LIMIT OF WORK/GRADING

CONCRETE COLUMN

TRENCH DRAIN

GUARDRAIL

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

DEMO

6" CURB & GUTTER

EDGE OF AC PAVEMENT

6" VERTICAL CURB

KEYNOTE

DEMOLITION NOTE1

DETAIL NUMBER

ANNOTATION

SECTION LETTER

A C-101

SHEET NUMBER ON WHICH

SECTION APPEARS

A C-101

SHEET NUMBER ON WHICH

DETAIL APPEARS

DETAIL INDICATOR

SECTION INDICATOR

DETAIL NUMBER

A

CONTROL POINT

GENERAL SHEET NOTES

NEW EXISTING

BEDROCK / BOULDERS

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.

2. ALL EXISTING CULVERTS INDICATED WITH A NUMBER ON DRAWINGS WILL BE REPLACED WITH THE

OPEN DRAINAGE DETAIL ON DRAWING C-203 AND INDICATED IN THE TABLE.

3. ALL EXISTING GUARDRAILS AND HANDRAILS WILL BE DEMOLISHED AND LEGALLY DISPOSED.

4. FOR PROPOSED GUARDRAILS SEE DETAILS ON DRAWING L-907.30.

5. NO CHANGES IN ELEVATIONS ARE PROPOSED AT EXISTING TRAILS.

6. ALL WIDENING WILL BE SEPARATED WITH AN EXPANSION JOINT.

7. EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM A SURVEY PERFORMED USDA

FOREST SERVICE EXCEPT FOR BIG TREE TRAIL RE-ROUTED WHERE LIDAR WAS USED. CONTRACTOR SHALL VERIFY ELEVATIONS PRIOR TO START WORKS AND SUBMIT FOR APPROVAL ANY REQUIRED

ADJUSTMENT.

8. PROPOSED CONSTRUCTION INDICATED HEREON SHALL BE PERFORMED IN ACCORDANCE WITH

APPLICABLE REQUIREMENTS AND STANDARDS.

9. ALL GRADING, EXCAVATIONS, SITE PREPARATION, THE PLACEMENT AND COMPACTION OF FILL, TRENCHING, BACKFILLING AND SUBGRADE PREPARATION SHALL BE DONE IN ACCORDANCE WITH

PROJECT SPECIFICATIONS AND RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING

INVESTIGATION REPORT, PERFORMED BY GEOTECHNICAL ENGINEERING SERVICES, PSC. THIS REPORT SHALL BE READ AND UNDERSTOOD IN ITS ENTIRETY, AND A COPY OF THE REPORT SHALL BE KEPT

ON-SITE AT ALL TIMES. THE REPORT SHALL BE CONSIDERED PART OF THIS PLAN SET.

10. APPROVAL OF THESE PLANS AND RECOMMENDATIONS BY THE GOVERNMENT DOES NOT AUTHORIZE

ANY WORK TO BE PERFORMED UNTIL ALL REQUIRED PERMITS HAVE BEEN ISSUED.

11. PRIOR TO STARTING ANY CONSTRUCTION, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED. COMPLY WITH FEDERAL AND LOCAL REQUIREMENTS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY FOR CONDUCTING HIS OPERATIONS IN ADHERENCE TO THESE REQUIREMENTS. THE

CONTRACTOR IS RESPONSIBLE FOR ANY FINES, DELAY AND/OR DAMAGES RESULTING FROM

SANCTIONS CAUSED BY THE OPERATIONS OF THE CONTRACTOR OR HIS SUBCONTRACTORS.

12. PRIOR TO DEMOLISHING ANY CONTROL POINTS, PROVIDE HORIZONTAL AND VERTICAL CONTROL

POINTS OUTSIDE THE LIMITS OF DEMOLITION.

13. SUBGRADE FOR ALL PAVEMENT, CONCRETE FLATWORK, AND FOOTINGS SHALL BE COMPACTED PER

THE SPECIFICATIONS AND THE GEOTECHNICAL RECOMMENDATIONS.

14. SOILS AND GEOLOGY OBSERVATION AND COMPACTION TESTS FOR ALL ROUGH GRADING OPERATIONS SHALL BE FURNISHED BY AN INDEPENDENT SOIL TESTING COMPANY AND PAY BY CONTRACTOR. THE

CONTRACTOR MAY BE REQUIRED TO REMOVE AND RECOMPACT ANY FILL PLACED WITHOUT THE

APPROVAL OF THE GEOTECHNICAL ENGINEER. THE CONTRACTOR WILL RECEIVE NO ADDITIONAL

COMPENSATION FOR SUCH WORK AND SHALL BE FINANCIALLY RESPONSIBLE FOR THE ADDITIONAL

SOILS OBSERVATION AND TESTING TO CORRECT THE UNAUTHORIZED FILLING.

15. CLEAR AND GRUB AREAS TO BE GRADED, STOCKPILE TOPSOIL TO BE REUSED.

16. REMOVE UNSATISFACTORY SOIL (1' TYP.)

SPECIFICATIONS:

CONTRACTOR SHALL ADHERE TO "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-1 4) AND ALL SPECIFICATIONS LISTED IN

THE PROJECT MANUAL. AN OUTLINE OF SPECIFICATIONS ARE LISTED BELOW:

151 MOBILIZATION

152 CONSTRUCTION SURVEY AND STAKING

154 CONTRACTOR SAMPLING AND TESTING

155 SCHEDULE FOR CONSTRUCTION CONTRACTS

157 SOIL EROSION AND SEDIMENT CONTROL

201 CLEARING AND GRUBBING

202 ADDITIONAL CLEARING AND GRUBBING

203 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

204 EXCAVATION AND EMBANKMENT

207 EARTHWORK GEOSYNTHETICS

208 STRUCTURE EXCAVATION AND BACKFILL FOR SELECTED MAJOR STRUCTURES

209 STRUCTURE EXCAVATION AND BACKFILL

251 RIPRAP

252 ROCKERY, SPECIAL ROCK EMBANKMENT, AND ROCK BUTTRESSES

253 GABIONS AND REVET MATTRESSES

260 ROCK BOLTS AND DOWELS

301 UNTREATED AGGREGATE COURSES

502 CONCRETE PAVEMENT RESTORATION

552 STRUCTURAL CONCRETE

554 REINFORCING STEEL

555 STEEL STRUCTURES

556 BRIDGE RAILING

559 WATERPROOFING

562 TEMPORARY WORKS

563 PAINTING

566 SHOTCRETE

568 HIGH PERFORMANCE CONCRETE - DECK

569 CONCRETE OVERLAYS FOR BRIDGE

601 MINOR CONCRETE STRUCTURES

613 SIMULATED STONE MASONRY SURFACE

615 SIDEWALKS, PADS, AND PAVED MEDIANS

625 TURF ESTABLISHMENT

626 PLANTS, TREES, SHRUBS, VINES AND GROUNCOVERS

701 CEMENT

703 AGGREGATE

704 SOIL

705 ROCK

709 REINFORCING STEEL AND WIRE ROPE

711 CONCRETE CURING MATERIAL AND ADMIXTURES

712 JOINT MATERIAL

714 GEOSYNTHETIC MATERIAL

719 PAINT

720 STRUCTURAL WALL AND STABILIZED EMBANKMENT MATERIAL

725 MISCELLANEOUS MATERIAL

SILT FENCE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

3/2 9/2

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USDA FOREST SERVICE

REGION 8

LA MINA AND

BIG TREE TRAIL

REHABILITATION

PROJECT

EL YUNQUE

NATIONAL FOREST

ABBREVIATIONS,

SYMBOL LEGEND AND

GENERAL NOTES

D.F.DEAL

L. CARRION

CONTROL POINTS

POINT #

NORTHING

826420.49

826471.58

826469.48

826496.08

826414.68

826404.50

826343.22

826303.26

826294.63

826264.55

826197.26

826160.40

826184.15

826206.40

826252.60

826285.48

826317.16

826324.80

826393.84

826409.28

826457.65

826460.58

826497.82

826511.62

826538.94

826557.66

826593.98

826615.66

826653.05

826697.79

826791.99

826820.03

826813.95

826890.17

826912.94

826922.84

827001.94

827024.31

827020.02

827028.88

827036.08

827062.95

827082.31

827080.27

827101.84

827097.14

827094.33

827116.53

827132.79

827133.41

EASTING

881100.70

881180.72

881158.38

881094.87

881135.52

881124.96

881186.90

881239.82

881304.70

881359.42

881454.90

881502.79

881635.55

881638.82

881625.81

881617.78

881633.92

881650.04

881619.57

881597.28

881616.25

881646.26

881664.87

881740.14

881745.86

881735.76

881758.27

881800.90

881811.78

881848.06

881952.93

881998.60

882013.89

882065.88

882129.20

882258.66

882414.29

882450.16

882536.28

882559.87

882607.50

882665.81

882758.01

882789.14

882816.58

882874.12

882943.09

883006.96

883038.74

883126.38

ELEVATION

2089.96

2102.35

2102.50

2102.98

2085.66

2085.23

2075.16

2068.23

2063.71

2059.42

2051.69

2053.66

2058.43

2058.32

2047.46

2035.36

2030.39

2028.76

2004.96

2000.41

1991.78

1988.69

1978.67

1969.38

1965.27

1962.41

1953.79

1950.40

1945.52

1936.30

1917.37

1909.55

1909.40

1895.31

1886.04

1876.98

1868.28

1854.28

1844.66

1840.00

1845.87

1834.43

1821.55

1821.02

1813.50

1801.60

1787.63

1781.43

1770.72

1767.88

DESCRIPTION

CP23

CP33

CP34

CP35

CP100

CP101

CP102

CP103

CP104

CP105

CP106

CP107

CP108

CP109

CP110

CP111

CP112

CP113

CP114

CP115

CP116

CP117

CP118

CP119

CP120

CP121

CP122

CP123

CP124

CP125

CP126

CP127

CP128

CP129

CP130

CP131

CP132

CP133

CP134

CP135

CP136

CP137

CP138

CP139

CP140

CP141

CP142

CP143

CP144

CP183

CONTROL POINTS

POINT #

NORTHING

827165.07

827181.47

827159.94

827151.11

827155.78

827191.28

827181.83

827161.55

827162.18

827205.63

827199.56

827192.47

827177.44

827149.48

827128.66

827172.14

827265.15

827288.44

827289.88

827320.43

827375.41

827384.56

827441.89

827464.24

827464.27

827435.14

827438.89

827462.65

827498.79

827535.18

827555.12

827600.75

827679.41

827703.62

827768.06

827787.75

827863.21

827911.36

827936.32

827909.88

827884.98

827879.01

827895.92

827871.19

827861.93

827819.93

827808.92

827789.73

827734.57

827705.36

EASTING

883191.47

883247.00

883310.23

883374.61

883384.67

883418.48

883468.91

883486.76

883529.54

883599.59

883657.64

883674.48

883676.62

883662.40

883662.74

883785.17

883807.67

883875.46

883902.37

883969.02

884026.15

884045.96

884053.85

884105.63

884164.90

884208.52

884232.40

884261.15

884276.15

884279.98

884258.11

884179.96

884192.64

884169.40

884132.08

884115.28

884090.36

884124.93

884190.50

884237.94

884244.17

884258.71

884309.06

884362.98

884412.03

884506.43

884550.05

884586.09

884646.41

884615.00

ELEVATION

1764.24

1750.16

1742.27

1731.68

1728.69

1719.77

1714.18

1710.64

1707.93

1712.43

1700.01

1695.11

1689.51

1685.20

1682.10

1634.56

1631.59

1648.97

1647.42

1660.36

1667.31

1668.54

1678.36

1677.22

1674.01

1676.22

1678.17

1682.59

1686.20

1692.12

1695.28

1703.90

1706.78

1709.34

1715.01

1719.92

1724.74

1730.94

1729.88

1727.63

1721.81

1720.33

1712.46

1702.02

1691.70

1676.04

1679.20

1674.07

1651.37

1641.11

DESCRIPTION

CP184

CP185

CP186

CP187

CP188

CP189

CP190

CP191

CP192

CP193

CP194

CP195

CP196

CP197

CP198

CP199

CP200

CP201

CP202

CP203

CP204

CP205

CP206

CP207

CP208

CP209

CP210

CP211

CP212

CP213

CP214

CP215

CP216

CP217

CP218

CP219

CP220

CP221

CP222

CP223

CP224

CP225

CP226

CP227

CP228

CP229

CP230

CP231

CP232

CP233

CONTROL POINTS

POINT #

NORTHING

827704.54

827717.82

827743.70

827810.35

827944.37

828019.84

828103.07

828235.82

828299.95

828365.42

828446.23

828528.28

828537.72

828648.02

828662.91

828650.89

828703.63

828714.29

828695.23

828748.70

828769.05

828763.73

828805.53

828811.78

828825.81

828859.76

828861.27

828842.15

828833.92

828852.70

828879.26

828944.21

829012.38

829066.41

829100.96

829141.04

EASTING

884648.33

884693.33

884701.38

884704.88

884613.73

884612.02

884588.26

884554.83

884582.98

884586.23

884587.24

884507.75

884487.66

884541.98

884568.28

884616.99

884688.63

884755.24

884825.34

884909.91

884853.01

884775.59

884834.92

884890.99

884899.12

884885.60

884865.43

884829.28

884705.38

884632.95

884571.45

884512.43

884516.07

884499.01

884473.53

884486.00

ELEVATION

1633.21

1627.40

1621.41

1611.47

1604.44

1603.24

1606.21

1598.68

1595.33

1606.47

1609.56

1595.77

1591.33

1582.90

1586.59

1578.76

1569.79

1567.02

1571.20

1585.76

1597.92

1614.73

1626.85

1632.88

1635.64

1639.52

1641.86

1651.98

1671.19

1678.46

1670.96

1665.70

1675.52

1683.79

1688.91

1690.89

DESCRIPTION

CP234

CP235

CP236

CP237

CP238

CP239

CP240

CP241

CP242

CP243

CP244

CP245

CP246

CP247

CP248

CP249

CP250

CP251

CP252

CP253

CP254

CP255

CP256

CP257

CP258

CP259

CP260

CP261

CP262

CP263

CP264

CP265

CP266

CP267

CP268

CP269

LA MINA TRAIL AND BIG

TREE TRAIL CONTROL

POINTS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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USDA FOREST SERVICE

REGION 8

LA MINA AND

BIG TREE TRAIL

REHABILITATION

PROJECT

EL YUNQUE

NATIONAL FOREST

T.GANDIA

T.GANDIA

R.FERNANDEZ

SHEET 4 OF 121

LA MINA TRAIL -- ESTIMATE OF QUANTITIES

ITEM NO. DESCRIPTION PAY UNIT EST.

QUANTITY PAY ITEM REMARKS

15101(1) Mobilization / Demobilization Lump Sum 1 Includes moving of all all personnel, equipment, supplies, material, fire protection, and all incidentals to and from the project location. This work also includes obtaining permits, insurance, and bonds. The contractor shall be responsible for contacting the C.O. fifteen (15) days in advance to scheulde all equipment inspections prior to unloading at Project Site per FSSS Section 171)

15201(1) Construction survey and staking, method I, tolerance B Lump Sum 1

Includes: This work consists of performing surveying, staking, calculating and recording data for the layout and control of work as established in the awarded design in its entirety. Construction surveying and staking layout and control shall include the following: silt fencing, trail guard rails, all proposed wall repairs (grouted riprap areas), trail widening, trail passing areas, existing trail bridges repairs, culverts, minor drainages, retaining walls (all concrete masonry walls & gabions repair areas), all new trail bridge substructures and superstructures in its entirety, all intrepretive sites, and clearing and grubbing limits. Conform to the requirements of FSSS - Section 152 and FSSS Table 152-1 for the tolerances of all specified areas that shall be staked out

15702(1) Silt Fence Foot 3237 Before constrction can occur, includes installation of silt fencing. Also includes removal of silt fencing after final acceptance of project. Refer to drawings for silt fencing layout

15755(1) Dewatering Structures -- Installation and Removal Lump Sum 1

This work consists of contractor furnishing and performing all erosion control and dewatering work in its entirety. Contractor shall submit an Erosion Control Plan and a Dewatering Plan detailing temporary control measures such as constructing cofferdams, sheetings, sealing foundations, sandbags etc to minimize erosion, sedimentation, and concrete from the grouted riprap and all bridge's substructure work from getting into the river during and after construction in accordance with the plans and storm water permits. This is required for each grouted riprap work and all existing and new bridge substructure work in its entirety. Shoring systems and cofferdams greater than 6-ft in height will require shop drawings that bear the seal and signature of a professional engineer per FP-14 Section 104.03(b). All erosion control and dewatering work shall be performed in a manner that will avoid harm to aquatic organisms and any pollution from getting into the existing clean water. Contractor shall not release water around the new constructed structures until approved by the C.O. in writing. Control shall maintain temporary erosion sediment control measures, and all dewatering structures in working condition until the project is completed and accepted by the C.O.. All erosion control and dewatering structures shall be removed after final acceptance of this project as covered in the pay item as well. Contractor shall submit the erosion control and dewatering plan proposal to the C.O. for approval at least 7 days after contract award before operations can began. Conform to FP-14 Section 208.04 - 208.07

20102(1) Clearing and grubbing, disposal method Legally off National Forest Lands Acre 0.62

Includes clearing and grubbing within the clearing limits designated in the plans and as established by construction staking for the following: all proposed wall repairs (grouted riprap areas), trail widening, trail passing areas, trail reconstruction, existing trail bridges repairs, culverts, minor drainages, retaining walls (all concrete masonry walls & gabions repair areas), all new trail bridge substructures and superstructures in its entirety, all intrepretive sites. Clearing and grubbing shall also inclide grubbing deep enough to remove stumps and root wads, roots, buried logs, moss, top soil material, turf, or other vegetative debris and disposal. Dispose of clearing and grubbing material per FP-14 Section 203.05(a), recycle or dispose of material legally off the project.

20302(1) Removal of Individual Tree with Stump, disposal method Legally off National Forest Lands Each 3 This work consists of removing, and disposing of individual tree with root wad legally off government land. Conform to FP-14 Section 203

20302(2) Removal of Individual Interpretive Site, disposal method Legally off National Forest Lands Each 2 This work consists of removing, and disposing of individual existing interpretive site building and obstructions legally off government lands. Includes removal of existing interpretive site in its entirety except existing slab on grade. Existing slab on grade shall be repaired, covered in this pay item. Refer to planset drawings for exact location interpretive site and dimensions of existing interpretive site to be removed and existing slab to repaired. Conform to FP-14 Section 203

20302(3) Removal of Individual Drainage Structure, disposal method Legally off National Forest Lands Each 11 This work consists of exacavation, removing, and disposing of individual existing trail drainage structure legally off government lands. Existing culverts are averaging between 6" to 10" diameter culverts. Includes removal of existing drainage structure and backfilling with compaction. Refer to planset drawings for location of existing drainage structure to be removed. Conform to FP-14 Section 203

20302(4) Removal of 18" dia. x 8-ft length Corrugated Metal Pipe, disposal method Legally off National Forest Lands Each 1 This work consists of excavation, removing, and disposing of existing culvert drainage structure legally off government lands. Existing culvert is approx. 3-ft to 6-ft depth beneath existing trail. Includes removal of existing drainage structure and backfilling with compaction. Refer to planset drawings for location of existing drainage structure to be removed. Conform to FP-14 Section 203

20302(5) Removal of Exsting Bridge #5, disposal method Legally off National Forest Lands Each 1 This work consists of excavation, removing, and disposing of existing bridge #5 in its entirety which shall include: all existing bridge substructures foundation and abutements, superstructure, existing bridge deck, and guardrails and disposing legally off government lands. Existing bridge is 31.5' span x 3' wide x 0.3' thick reinforced concrete deck with deteriorated wood handrails and posts. Conform to FP-14 Section 203

20302(6) Removal of Exsting Bridge #6, disposal method Legally off National Forest Lands Each 1 This work consists of excavation, removing, and disposing of existing bridge #6 in its entirety which shall include: all existing bridge substructures foundation and abutements, superstructure, existing bridge deck, and guardrails and disposing legally off government lands. Existing bridge is 11' span x 3.25' wide x 0.5' thick deck wood bridge with wood handrails on both sides with wood decking and concrete foundation and abutments. Conform to FP-14 Section 203

20303(1) Removal of Existing Trail Guard Railing w/ Reinforced Concrete and/or Wooden Posts and Railing, disposal method Legally off National Forest Lands Foot 389

This work consists of removing, and disposing of existing trail guard railing and saw cutting reinforced concrete posts and removing posts with reinforcement legally off government lands. Existing trail guard rails are 2-inch diameter galvanized railing (double or triple stacked) and 8"x8" reinforced concrete posts. Some posts and railing may be wood but majority are galvanized railing and reinforced concrete posts. Refer to planset drawings for location of existing trail guard railing and reinforced concrete posts and wood railing and wood posts to be removed. Conform to FP-14 Section 203)

20303(2) Removal of Existing Trail Bridge Guard Railing w/ Reinforced Concrete Posts and/or Wood Posts and Railing, disposal method Legally off National Forest Lands Foot 214

This work consists of removing, and disposing of existing bridge guard railing and saw cutting reinforced concrete posts and removing posts with reinforcement legally off government lands. Existing bridge guard rails have 2-inch diameter galvanized railing w/ 8"x8" reinforced concrete posts and some have wood posts with wood railings (double or triple stacked). Refer to planset drawings for location of existing trail guard railing and reinforced concrete posts to be removed. Conform to FP-14 Section 203

20303(3) Removal of Existing Stair Handrail w/ Reinforced Concrete Posts, disposal method Legally off National Forest Lands Foot 495 This work consists of removing, and disposing of existing stair hand railing and saw cutting reinforced concrete posts and removing posts with reinforcement legally off government lands. Existing stair handrail are 2-inch diameter galvanized railing (double or triple stacked) and 8"x8" reinforced concrete posts. Refer to planset drawings for location of existing stair handrail and reinforced concrete posts to be removed. Conform to FP-14 Section 203

20305(1) Removal of Trailway Reconstruction Material, Grouted Riprap Excessive Excavated Material, Excessive and Unsuitable Trail Widening Material, Trail Bridge #5 and #6 Excavation Material, and Masonry Wall Excessive and Unsuitable Excavation Material, disposal method Legally off National Forest Lands

*Cubic Yard 358 This work consists of removing, and disposing of existing damaged, unsuitable, and all excessive material legally off government lands

20305(2) Removal of Existing Stairs and Stairs to be Re-constructed Material, disposal method Legally off National Forest Lands *Cubic Yard 12 This work consists of removing, and disposing of existing damaged stairs and stairs to be reconstucted legally off government lands

20306(1) Removal of Existing Invasive Species Plants, disposal method, Legally off National Forest Lands or as appointed by C.O. Acre 2.20

Contractor shall be responsible of removing invasive species plants. The USFS will be responsible for staking and/or flagging the areas of the invasive species plants to be removed. Removal of invasive species plants may extend a maximum of 131’ feet off the existing trail corridor..Contractor shall conform to the requirements of FSSS Section 626.04

20401(1) Trailway Reconstruction excavation and embankment, compaction placement method FSSS Section 204.11(a)(1)(b), tolerance class FSSS Table 204-2 Class B *Cubic Yard 346

This work consists of excavating trail embankment material and re-constructing trail reconstruction embankments with compaction in NTE 6" lifts. Exavation depth may vary from 1-ft to 3.5-ft depth, covered in this pay item. Existing trail emabankment material maybe salavaged and accounted for in this quantity, and re-used with approval.

Approval of C.O. shall be required before re-use of trail embankment material. This work also includes furnishing, hauling, stockpiling, placing, disposing, sloping, shaping, compacting, and finishing earthen and rocky material. Conform to the requirement of the FP-14 FSSS Section 204 - Excavation and Embankment

20407(1) Excavation - Reinforced Concrete masonry retaining walls *Cubic Yard 74 This work consists of all reinfroced concrete masonry wall structure excavation, sloping, and shaping

20701(1) Earthwork geosynthetics, type C, Class 1 (Beneath Grouted Riprap) Square Yard 650 Includes furnishing and installing geotextile to provide separation, stabilization and filter applications beneath all riprap. Geotextile shall conform to the requirements of FP-14 Table 714-1

25101(1) Machine Furnished, Placed, and Colored Grouted Riprap, class 5 *Ton 700

This work consists of furnishing and placing Class 5 riprap for bank protection, slope protection, drainage structures, and erosion control as shown in contract drawing walls for repairs. The grouted riprap shall be riprap placed or keyed on a prepared surface with the voids filled with grout). Grout shall be placed 1/3 of the riprap size. Refer to FP-14 Section 251.06 and Section 725.13(a)(2) for grout requirements and FP-14 Table 705-1 for riprap gradation requirements. Colored grout is required. Submittal of grout color is required

25103 Placed Stone revetment w/ Geotextile, riprap class 1 *Ton 21 This work consists of furnishing and placing Class 1 with geotextile. Geotextile quantity for both revetments is approx. 25 square yards total. Refer to FP-14 Section 251 and FP-14 Table 705-1 for riprap gradation requirements

25502(1) Select Granular Backfill and Geotextile -- Masonry Wall *Cubic Yard 54

This work consists of furnishing and placing geotextile for seperation (extend from foundation to backslope finished grade daylight, also includes furnishing, placing, and compacting select granular backfill behind new concrete masonry wall. Include placing select granular backfill material from the back of the wall face to the end of the reinforcement. Ensure that no voids exist below the reinforcement. Compact each layer according to FSSS Section 204.11(a)(1)(b), except use an acceptable lightweight mechanical or vibratory compactor within 36 inches (900 millimeters) of the wall face. Consolidate facing backfill by rodding or other approved means to produce a uniform, tight facing fill. Refer to FP-14 Section 704.08 for select granular backfill gradation requirements

30103(1) Aggregate base, grading C compaction method FSSS Section 204.11(a)(1)(b) - Trail Widening *Cubic Yard 90 Inlcudes furnishing, placement, grading, and compaction in not-to-exceed 6-inch lifts to specified grade. Includes a 4-inch compacted depth of aggregate for trail subbase. All excessive aggregate material shall be placed, graded, and compacted as appointed by C.O.

30103(2) Aggregate base, grading C compaction method FSSS Section 204.11(a)(1)(b) - Trail Reconstruction *Cubic Yard 17 Inlcudes furnishing, placement, grading, and compaction in not-to-exceed 6-inch lifts to specified grade. Includes a 4-inch compacted depth of aggregate for trail subbase. All excessive aggregate material shall be placed, graded, and compacted as appointed by C.O.

REGION 8

SOUTHERN REGION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

United States Department of Agriculture Forest Service

CHECKED

EL YUNQUE

NATIONAL FOREST

30103(3) Aggregate base, grading C compaction method FSSS Section 204.11(a)(1)(b) - Trail Passing Areas *Cubic Yard 6 Inlcudes furnishing, placement, grading, and compaction in not-to-exceed 6-inch lifts to specified grade. Includes a 4-inch compacted depth of aggregate for trail subbase. All excessive aggregate material shall be placed, graded, and compacted as appointed by C.O.

55210(1) Trail and Stair Surface Improvement Square Feet 8685 Inlcudes cleaning trail and stair surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

60101(1) Concrete, Masonry Wall Reinforcement, Foundation, Column, Top Beam, Leveling Course and Wall Face Cubic Yard 38

This work consists of funrishing and constructing masonry wall foundation preparation, funrishing and placing 6" compacted leveling course, falsework and form, all geoextile, all cinder blocks, all mortar, all reinforcement funrishing and placement, funrishing and placement of concrete for concrete foundation, masonry wall column and reinfored top beam. Also includes constructing finished backslope sloping. Reinforced masonry wall concrete shall meet the requirements of FP-14 Table 601-1. The contractor shall submit the concrete masonry wall samples of face representing the rock type, range of colors, and sizes to be used 14 days prior to construction of wall for the C.O.'s approval. No construction shall commence until rock face is approved by the C.O.

60101(2) Concrete, Concrete with 1/2" Min. to 3" Max. Angular Stone Embeded Brushed Surface Finished -- Includes Stairs to be Widen, New Stair, and Reconstruction of Stairs Cubic Yard 44

This work consists of constructing new or reconstructing existing stairs, and new stair widening as designed. This work also includes funrishing and placement of 4-inch compacted depth of compacted aggregate base beneath new or reconstruction stair, includes all form and falsework, all reinforcement, all minor concrete, and stair finishing.

Stair concrete shall meet the requirements of FP-14 Table 601-1

60101(3) Concrete, 4" depth concrete with 1/2" Min. to 3" Max. Angular Stone Embeded Brushed Surface Finished -- Includes Trail Widening, Trail Reconstruction, and Trail Passing Area Cubic Yard 105

This work consists of trail re-construction, trail widening area, and trail passing area with angualr stone embeded 1/3 of stone size into brushed new placed 4" thick reinforced concrete. This work also includes furnishing all compacted angular stone, form and falsework, all reinforcement (WWR), minor concrete, and angular stone with brushed concrete. Concrete shall meet the requirements of FP-14 Table 601-1

60101(4) Concrete, Open drainage crossing Each 11 This work consists of constructing open drainage crossing. This work also includes prepping existing ground, compacting subgrade, and all funrishing all form and falsework, reinforcement, and minor concrete. Refer to contract open drainage detail drawing. Open drinages shall match existing inlet invert and outlet inverts elevations. Concrete shall meet the requirements of FP-14 Table 601-1

60201(1) 18-inch Diameter pipe culvert, Corrugated Aluminized Steel Round Culvert Foot 20 Includes furnishing, excavation, furnishing and placement of 4" depth bedding material, culvert installation, backfilling, and culvert compaction in not-to-exceed 6-inch lifts to specified grade. New culvert shall match existing inlet invert and outlet invert shall daylight to existing ground

60413(1) Remove and reset, historic rocks/stones along trail Lump Sum 1 This pay item includes the removal and resetting of historic rocks/stones located on the La Mina Trail. the historic stones delineate the original ccc trail. During this phase of the operations, the contractor shall be responsible for salvaging, removing, and relocating the historic rocks/stones to the boundary and border of the proposed trail expansion areas. Anticipated length of removal and resetting is approx. 3,000 feet.

60502(1) Geocomposite underdrain system w/ Underdrain Pipe, Sheet Drains, and Geotextile fabric (Masonry Wall) Foot 33 Includes furnishing, installation, and placement of underdrain system behind new masonry wall. Underdrain pipe shall be 6-inches in diameter corrugated polyethylene pipe, Type S per AASHTO and sheet drain shall conform to the FP-14 Section Table 714-3. Refer to contract drawings for installation detail

62505(1) Mulching, dry method Acre 2.20 This work consist of furnishing and applying weed free mulching. Conform to the requirements of the FSSS Section 626

62606(1) Plantings, Refer to FSSS Section 626 For Requirements Acre 2.20

This work consists of furnishing, all prepping, and planting trees and groundcovers as specified in contract specifications.Contractor shall be responsible of all re-planting in its entirety. The USFS will be responsible for staking and/or flagging the areas to be re-planted. Re-planting of tree plants may extend a maximum of 131’ feet off the existing trail corridor and setting new plants to the spacing as directed by the C.O. and designated Forest Ecologist in the field..Contractor shall conform to the requirements of the FSSS Section 626 for acceptable plant species, quantity needed for each approved species, and planting requirements. Submittal required for tree species approval and plastic biodegradable tarp

BRIDGE 1

25101(2) Machine Furnished, Placed, and Colored Grouted Riprap, class 2 Ton 5.5

This work consists of furnishing and placing Class 2 riprap for bank protection, slope protection, drainage structures, and erosion control as shown in contract drawing walls for repairs. The grouted riprap shall be riprap placed or keyed on a prepared surface with the voids filled with grout). Grout shall be placed 1/3 of the riprap size. Refer to FP-14 Section 251.06 and Section 725.13(a)(2) for grout requirements and FP-14 Table 705-1 for riprap gradation requirements. Colored grout is required. Submittal of grout color is required

55210(2) Trail Bridge Surface Improvement Square Feet 135 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

BRIDGE 2

55210(3) Trail Bridge Surface Improvement Square Feet 70 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

BRIDGE 3

55210(4) Trail Bridge Surface Improvement Square Feet 37 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

BRIDGE 4

55210(5) Trail Bridge Surface Improvement Square Feet 48 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

BRIDGE 5

15402(1) Contractor testing, Trail Bridge structural concrete and structural backfill Each 1

Includes a certified third party tester to test bridge structural concrete which shall consist of: density, air content, slump, and concrete temperature at least one (1) test minimum per bridge substructure and one (1) test minimum per bridge superstructure. Also includes testing concrete compressive strength w/ cylinders at not less than one

(1) set minimum per bridge substructure including each column and each foundation and one (1) set minimum per bridge superstructure. Cast at least four compressive strength test cylinders for 6- by 12-inch specimens or six compressive strength cylinders for 4- by 8-inch and carefully transport the cylinders to the job site curing facility.

Compressive strengths tests shall conform to the requirements of AASHTO T 23 & T 22). Pay item also includes testing bridge's structural backfill in horizontal layers that do not exceed 6 inches in compacted thickness. Tester shall obtain samples of backfill material to be used on project site and determine optimum moisture content and maximum dry density of the structural backfill material in accordance to AASHTO T 99, Method C. Testing also includes testing of compacted structural backfill material placed in all 6" layers to at least 95 percent of the maximum density. Tester shall determine the in-place density and moisture content according to AASHTO T 310 or other approved test procedures. Submital is required for the 3rd party tester to be used and for all testing results as described in this pay item.

20401(2) Trail Bridge excavation and embankment, compaction placement method FSSS Section 204.11(a)(1)(b), tolerance class FSSS Table 204-2 Class B Cubic Yard 58

This work consists of excavating material and constructing trail bridge embankments. This work also includes furnishing, hauling, stockpiling, placing, disposing, sloping, shaping, compacting, and finishing earthen and rocky material. Also includes hauling away and disposing excessive excavation material. Conform to the requirement of the FP-14 FSSS Section 204 - Excavation and Embankment

55201(1) Structural concrete, Class A, Trail Bridge substructure & superstructure (foundation, footings, deck, abutment, columns, and all reinforcement) Cubic Yard 17

This work consits of excavation for bridge substructures, excavating any unstable material below foundation grade, prepping foundation, foundation fill material, furnishing all concrete and reinforcement and all misc materials and labor to construct bridge substructure and superstructure. Bridge finished deck shall have a with 1/2" Min. to 3" Max. Angular Stone Embeded Brushed Surface Finished. All concrete shall be Class A with 4500 minimum psi strength. Min. air content is 4.0% and max. air content is 7.0%. [Refer to drawings and FP-14 Table 552-1 and FP-14 Table 552-2

55210(6) Trail Bridge Surface Improvement Square Feet 132 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

United States Department of Agriculture

Revision-1 01/25/22

55214(1) Expansion Joints, Elastomeric expansion joint seal Foot 15 Confotm to FP-14 Section 552.14. Install the joint according to the manufacturer’s recommendations and according to the contract plans

BRIDGE 6

15402(2) Contractor testing, Trail Bridge structural concrete and structural backfill Each 1

Includes a certified third party tester to test bridge structural concrete which shall consist of: density, air content, slump, and concrete temperature at least one (1) test minimum per bridge substructure and one (1) test minimum per bridge superstructure. Also includes testing concrete compressive strength w/ cylinders at not less than one

(1) set minimum per bridge substructure including each column and each foundation and one (1) set minimum per bridge superstructure. Cast at least four compressive strength test cylinders for 6- by 12-inch specimens or six compressive strength cylinders for 4- by 8-inch and carefully transport the cylinders to the job site curing facility.

Compressive strengths tests shall conform to the requirements of AASHTO T 23 & T 22). Pay item also includes testing bridge's structural backfill in horizontal layers that do not exceed 6 inches in compacted thickness. Tester shall obtain samples of backfill material to be used on project site and determine optimum moisture content and maximum dry density of the structural backfill material in accordance to AASHTO T 99, Method C. Testing also includes testing of compacted structural backfill material placed in all 6" layers to at least 95 percent of the maximum density. Tester shall determine the in-place density and moisture content according to AASHTO T 310 or other approved test procedures. Submital is required for the 3rd party tester to be used and for all testing results as described in this pay item.

20401(2) Trail Bridge excavation and embankment, compaction placement method FSSS Section 204.11(a)(1)(b), tolerance class FSSS Table 204-2 Class B Cubic Yard 18

This work consists of excavating material and constructing trail bridge embankments. This work also includes furnishing, hauling, stockpiling, placing, disposing, sloping, shaping, compacting, and finishing earthen and rocky material. Also includes hauling away and disposing excessive excavation material. Conform to the requirement of the FP-14 FSSS Section 204 - Excavation and Embankment

55201(2) Structural concrete, Class A, Trail Bridge substructure & superstructure (foundation, footings, deck, abutment, columns, and all reinforcement) Cubic Yard 7

This work consits of excavation for bridge substructures, excavating any unstable material below foundation grade, prepping foundation, foundation fill material, furnishing all concrete and reinforcement and all misc materials and labor to construct bridge substructure and superstructure. Bridge finished deck shall have a with 1/2" Min. to 3" Max. Angular Stone Embeded Brushed Surface Finished. All concrete shall be Class A with 4500 minimum psi strength. Min. air content is 4.0% and max. air content is 7.0%. [Refer to drawings and FP-14 Table 552-1 and FP-14 Table 552-2

55210(7) Trail Bridge Surface Improvement Square Feet 52 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

55214(2) Expansion Joints, Elastomeric expansion joint seal Foot 10 Confotm to FP-14 Section 552.14. Install the joint according to the manufacturer’s recommendations and according to the contract plans

BRIDGE 7

55210(8) Trail Bridge Surface Improvement Square Feet 28 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

BRIDGE 8

55210(9) Trail Bridge Surface Improvement Square Feet 48 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

BRIDGE 9

25101(4) Machine Furnished, Placed, and Colored Grouted Riprap, class 2 Ton 6.0

This work consists of furnishing and placing Class 2 riprap for bank protection, slope protection, drainage structures, and erosion control as shown in contract drawing walls for repairs. The grouted riprap shall be riprap placed or keyed on a prepared surface with the voids filled with grout). Grout shall be placed 1/3 of the riprap size. Refer to FP-14 Section 251.06 and Section 725.13(a)(2) for grout requirements and FP-14 Table 705-1 for riprap gradation requirements. Colored grout is required. Submittal of grout color is required

55210(10) Trail Bridge Surface Improvement Square Feet 42 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used

BRIDGE 10

25101(5) Machine Furnished, Placed, and Colored Grouted Riprap, class 2 Ton 4.70

This work consists of furnishing and placing Class 2 riprap for bank protection, slope protection, drainage structures, and erosion control as shown in contract drawing walls for repairs. The grouted riprap shall be riprap placed or keyed on a prepared surface with the voids filled with grout). Grout shall be placed 1/3 of the riprap size. Refer to FP-14 Section 251.06 and Section 725.13(a)(2) for grout requirements and FP-14 Table 705-1 for riprap gradation requirements. Colored grout is required. Submittal of grout color is required

55210(11) Trail Bridge Surface Improvement Square Feet 32 Inlcudes cleaning trail bridge surface of all mold, debris, organics, and mildew with chlorine/water solution, pressure washing the surface, applying two (2) coats of clear anti-slip epoxy with a minimum of 10-year warranty. Submittal required for approval of anti-slip eopoxy to be used)

OPTIONAL PAY ITEMS -- GUARD RAILING AND POSTS AND SEAL CONCRETE

55601(1) Primary Bridge Guard Railing w/ reinforced concrete post Foot 415 This work consists of furnishing and erecting bridge guard railing with reinforced concrete posts. Refer to design for location, detail drawing, and post spacing.