D___Palo_BanoGrande_&_BanoDeOro_Planset.pdf

PDF 4 MB Posted Dec 11, 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
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
Sierra_Palm_PicnicArea_Planset__100_.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

SCALED TO A 11x17

DRAWING INDEX

SHEET SUB SHEET SHEET TITLE

1 G1 TITLE SHEET & ABBREVIATIONS

2 G2 VICINITY MAP

3 G3 SITE PLAN

4 G4 REPAIR SCHEDULE

5 C1 PALO COLORADO SITE PLAN

6 C2 SOUTHWEST PARKING LOT SITE PLAN

7 D1 SITE DETAILS

8 D2 DETAIL DRAWINGS 1

9 D3 DETAIL DRAWINGS 2

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 09-17-18

PROJECT LOCATION COORDINATES

18.30141, -65.78465

STATE MAP

NO SCALE

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

M. BLANCHARD

AutoCAD SHX Text PALO COLORADO INTERPRETATIVE SITE, BANO GRANDE, BANO DE ORO 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

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. 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

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

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NO MECHANIZED

EQUIPMENT ACCESS

TO BANO DE ORO

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

EL YUNQUE

NATIONAL FOREST

SCALED TO 11X17

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

PALO COLORADO - SEE SHEET C1

SOUTHWEST PARKING LOT - SEE SHEET C2

BANO DE ORO

BANO GRANDE

REMOVE EXISTING SLAB BY

SAW CUTTING AND REPLACE

W/ NEW 6'X6'X4" CONCRETE

SLAB. COVERED IN PAY ITEM

55204(A). (SEE SUBSHEET D2)

NOT TO SCALE

INSTALL FLOOR MOUNT

ADA HANDRAIL SEE

REPAIR SCHEDULE &

SUBSHEET D3.

EXISTING STRUCTURE SHALL

BE TEMPORARY CLOSED. SEE

REPAIR SCHEDULE. TEMPORARY

CLOSURE WORK AND MATERIALS

SHALL BE INCIDENTAL.

NO MECHANIZED

EQUIPMENT ACCESS

TO BANO GRANDE

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CO.

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KM. 11.9

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KM. 11.8

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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

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

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BATH

OMS

CONVENIENCE STORE

WHITE 4" WIDE PAVEMENT

MARKINGS, TYP (240 L.F.)

16'

TYP

20'

6" WIDE BLUE

PAVEMENT

MARKINGS, TYP

(110 L.F.)

RE-PAINT PAVEMENT MARKINGS -

INTERNATIONAL SYMBOL OF

ACCESSIBILITY, TYP. (3)

RE-PAINT CURB STOPS, TYP (19)

REMOVE EXISTING 60' SPAN X

8' WIDE STEEL BRIDGE W/ 2"X9"

WOOD DECKING AND 3.5' TALL

STEEL HANDRAIL SYSTEM

DOWNSTREAM

FLOW

REMOVE EXISTING METAL ROOF AND

EXISTING GUTTER SYSTEM AND REPLACE

W/ NEW METAL ROOFING SYSTEM AND A

NEW GUTTER AND DOWNSPOUT SYSTEM

IN ITS ENTIRETY INCLUDING NEW FASCIA

BOARDS (APPROX 541 SQ.FT.)

ENTERING BANO GRANDE

INSTALL 7.5' (INSIDE-TO-INSIDE)

FLOOR MOUNT ADA HANDRAIL

ON BOTH SIDES OF BRIDGE

APPROACHES TO BLOCK

PEDESTRIAN ACCESS

REPLACE 5'L X 7' WIDTH

(35 SQ.FT.) KIOSK ROOF

INSTALL 6' (INSIDE-TO-INSIDE)

FLOOR MOUNT ADA HANDRAIL

BEFORE STAIRCASE

INSTALL 8' (INSIDE-TO-INSIDE)

FLOOR MOUNT ADA HANDRAIL

BEFORE STAIRCASE

REPAIR DAMAGED ASPHALT

AS SHOWN IN DETAIL 3 SUB-

SHEET D2

STRUCTURE SIZE IS

APPROX. 357 SQ.FT.

LEGEND

CENTER LINE OF TRAIL

CENTER LINE OF CREEK

EXISTING SIDEWALK

CONSTRUCTION LIMITS (CIVIL PLANS ONLY)

STORM SEWER PIPE

TRAIL SECTION

EXISTING 1.00 METER INTERVAL GROUND CONTOUR

EXISTING 0.25 METER INTERVAL GROUND CONTOUR

SEE GENERAL NOTE 1

INSTALL NEW ADA PARKING

SIGN SIGN & POST (SEE

ACCESSIBLE PARKING

SIGN DETAIL SHEET D1), TYP

10'

TYP

SEE GENERAL NOTE 1

TRIM VEGETATION AROUND SIGN FOR VISIBILITY

REPLACE GATE RETRO-REFLECTIVE BARRICADE MARKER OR W/ GATE

ARM TAPE, OR APPROVED EQUAL. SEE DRAWING D1 FOR SIGN

INSTALLATION DETAIL

7.5' ADA HANDRAIL

(INSIDE TO INSIDE)

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

PALO COLORADO

SITE PLAN

EL YUNQUE

NATIONAL FOREST

SCALED TO 11X17

DETAIL

SEE DETAIL

SHEET NUMBER

CONTROL POINT

GENERAL NOTES:

1. CONTRACTOR SHALL MOW GRASS TO A HEIGHT OF 3" INCHES. ALSO INCLUDES ALL

WEEDING, EDGING AND CLEARING. AREA INCLUDES APPROX. 10 FT. AROUND

CONVENIENCE STORE AND BATHROOM (FRONT, SIDES, & BACK), AND ALL AREAS

AS SHOWN EXTENDING TO HWY PR-191 AND 3 FT BEYOND PARKING AREA

PERIMETER AS SHOWN. ALL PLANTS AND FLOWERS TO REMAIN WILL BE

DETERMINED BY THE COR. AREA TO COVER IS APPROX. 0.23 ACRES WHICH

INCLUDES EVERYTHING INSIDE THE PERIMETER AS SHOWN EXCLUDING PARKING

LOT AREA. CONTRACTOR CAN EXPECT EXISTING OVERGROWN WEEDS AND GRASS

UP TO 5 FT. IN HEIGHT TO BE CUT AS DIRECTED BY COR. ALL REQUIRED WORK ARE

COVERED IN PAY ITEM 20101(A).

2. PARKING LOT SHALL BE CLEARED OF ALL DEBRIS, CLIPPINGS, ROOTS, PINE

NEEDLES, PINE STRAWS, MOSS, POLLEN, GRASS, LOOSE SOILS, DUST ETC UP TO

STATE ROAD PR-191 AND AS APPOINTED BY THE COR. NO HERBICIDE IS ALLOWED

TO BE USED ON FOREST. ALL WORK IS COVERED IN PAY ITEM 20201(A).

3. ALL CONCRETE SURFACE WALKWAYS AND SEATING AREAS SHALL BE POWER &

PRESSURE WASHED COVERED IN PAY ITEM 60801(A).

4. THE CONTRACTOR SHALL CONFINE ALL OPERATION AND ACTIVITIES TO WITHIN

THE CLEARING LIMITS.

5. NOTES AND LEGEND ON SHEET C1 APPLY.

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

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REMOVE EXISTING 60' SPAN X

8' WIDE STEEL BRIDGE W/ 2"X9"

WOOD DECKING AND 3.5' TALL

STEEL HANDRAIL SYSTEM

DOWNSTREAM

FLOW

ISLAND

℄ OF CONCRETE SWALE

40'

DAMAGED ENTRANCE

AREA (344 SQ.FT),

SEE SUBSHEET D3

REPLACE GATE RETRO-REFLECTIVE

BARRICADE MARKER OR W/ GATE

ARM TAPE, OR APPROVED EQUAL.

SEE DRAWING D1 FOR SIGN

INSTALLATION DETAIL

GRASS, TYP

REMOVE WOODY DEBRIS.

COVERED IN PAY ITEM

20302(B).. (APPROX 558 SQ.FT.)

SEWER DRAIN LID

22' WIDE ROAD

34' 18'

REPAIR DAMAGED ASPHALT

AS SHOWN IN DETAIL 3 SUB-

SHEET D2

TYP.

SEE GENERAL NOTE 1

15'

7.5' ADA HANDRAIL

(INSIDE TO INSIDE)

REPLACE TWO (2)

4"X4"X6' TALL TREATED

POST & RESET SIGN.

COVERED IN PAY ITEM

21203.

FLOOR MOUNT ADA

HANDRAIL (SEE RE-

PAIR SCHEDULE)

17', TYP

PAVEMENT MARKINGS

TYP, COVERED IN PAY

ITEM 63401(A)

RE-PAINT ISLAND MEDIAN

CURB. COVERED IN PAY

ITEM 63401(E)

FINISH SURFACE SHALL

BE CONCRETE PAVERS

(APROX. 344 SQ.FT.)

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

SOUTHWEST

PARKING LOT

SITE PLAN

EL YUNQUE

NATIONAL FOREST

WEST PARKING LOT SITE PLAN

(NTS)

GENERAL NOTES:

1. CONTRACTOR SHALL MOW GRASS TO A HEIGHT OF 3" INCHES.

ALSO INCLUDES ALL WEEDING, EDGING, AND CLEARING. AREA

INCLUDES ALL AREAS AS SHOWN EXTENDING TO HWY PR-191 AND

3 FT BEYOND PARKING AREA PERIMETER OR AS SHOWN. ALL

PLANTS AND FLOWERS TO REMAIN WILL BE DETERMINED BY THE

COR. AREA TO COVER IS APPROX. 0.11 ACRES WHICH INCLUDES

EVERYTHING INSIDE THE PERIMETER AS SHOWN EXCLUDING

PARKING LOT AREA. CONTRACTOR CAN EXPECT EXISTING

OVERGROWN WEEDS AND GRASS UP TO 5 FT. IN HEIGHT TO BE

CUT AS DIRECTED BY COR. ALL REQUIRED WORK ARE COVERED

IN PAY ITEM 20101(A).

2. PARKING LOT SHALL BE CLEARED OF ALL DEBRIS, CLIPPINGS,

ROOTS, PINE NEEDLES, PINE STRAWS, MOSS, POLLEN, GRASS,

LOOSE SOILS, DUST ETC UP TO STATE ROAD PR-191 AND AS

APPOINTED BY THE COR. NO HERBICIDE IS ALLOWED TO BE USED

ON FOREST. ALL WORK IS COVERED IN PAY ITEM 20201(A).

3. ALL CONCRETE SURFACE WALKWAYS, SIGNS, AND SEATING

AREAS SHALL BE POWER & PRESSURE WASHED COVERED IN PAY

ITEM 60801(A).

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

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8'-0" (OUTSIDE-TO-OUTSIDE)

7'-4" (INSIDE-TO-INSIDE)

TYP.

42" TALL

STEEL RAILING

9'-0"

10'-0"

7'-8"

7'-6"

2"X6"

5'-0"

6"X6" TREATED POST

18"

5'-0"

(SEE NOTE 7)

3'-0" (MIN.)

12-INCH WIDE VAN

ACCESSIBLE SIGN

4"X4" TREATED

POST

GREEN LEGEND & BORDER

WHITE SYMBOL ON BLUE

BACKGROUND ON WHITE

MAJOR BACKGROUND

EXISTING STEEL

TUBING, TYP.

EXISTING

CONCRETE, TYP

GATE EXTENSION

STEEL TUBING

EXISTING ROAD

SURFACE

32"-42"

TYP

BARRICADE MARKER (BM)

(FBM-R) 24"x8" REFLECTORIZED

RED AND WHITE (SEE NOTE #3)

BARRICADE MARKER (BM)

(FBM-L) 24"x8" REFLECTORIZED

RED AND WHITE (SEE NOTE #3)

WIDTH VARIES WIDTH VARIES

TYPE 2 OM,

TYP.

12"

TYPE 2 OBJECT MARKER (OM) 6"X12"

YELLOW REFLECTORIZED. DRILL

HOLES IN MARKER TO MATCH HOLES

IN ANGLE IRON. SECURE WITH 3/8"DIA.

BOLTS (ONE UNIT ON EACH SIDE OF POST).

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

DETAILS

EL YUNQUE

NATIONAL FOREST

EXISTING BRIDGE REMOVAL DETAIL

(NTS)

EXISTING KIOSK DETAIL

(NTS)1

GENERAL NOTES:

1. ALL GATES AND BARRICADES ON NFS ROADS REQUIRE RETROREFLECTIVE MARKINGS TO WARN THE MOTOR

VEHICLE USER OF THEIR PRESENCE. USE A MINIMUM OF TWO BARRICADE MARKERS (BM) - 1 PER SIDE... BM

SHALL BE 24"L X 8" HEIGHT ALUM. BARRICADE MARKER W/ 4" WIDE ALTERNATING STRIPES OF RED AND WHITE

PER MUTCD & FS EM7100-15.

2. CONTRACTOR MAY USE RETROREFLECTIVE TAPE IN LIEU OF BM. RETROFLECTIVE TAPE SHALL BE VERTICAL

STRIPES ALTERNATELY RED AND WHITE AT 16-INCH INTERVALS MEASURED HORIZONTALLY. THE TAPE SHALL BE

RED AND WHITE STRIPED AND WRAPPED FULLY AROUND THE LARGE MEMBERS OF CLOSURE GATES. IT SHOULD

BE OVERLAPPED AT THE BOTTOM, AND THE SEAM SHOULD BE PROTECTED FROM COLLECTING MOISTURE.

3. USE 1" x 1 1/2" ANGLE IRON TO SUPPORT (BY WELDING) SIGN BRACKETS TO GATE AS NECESSARY. WELD SIGNS

TO GATE SUCH THAT TOP OF SIGN IS AT BOTTOM OF TOP OF CROSSBAR. FIELD VERIFICATION REQUIRED.

4. BARRICADE AND OBJECT MARKERS ARE COVERED IN PAY ITEM 21202.

EXISTING GATE SIGN INSTALLATION DETAIL

NTS

TYPE 2 OM DETAIL

GNERAL NOTES:

1. REFER TO SHEET C1 FOR KIOSK

LOCATION AND 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 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(B).

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(A).

ACCESSIBLE PARKING SIGN DETAIL

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

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RESERVED

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PARKING

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VAN ACCESSIBLE

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4" THICK HOT MIX ASPHALT PAVING

(HMAP). REFER TO GENERAL NOTE 6.

SEE SPECIFICATION SECTION 32120 -

HOT-MIX ASPHALT PAVING

6-INCH COMPACTED LAYERS OF

CRUSHED AGGREGATE - GRADING

"D" (SEE SPECIFICATION SECTION

30200 Table 703-2)

EXCAVATE MATERIAL TO FOUNDATION

GRADE, SCARIFY 4" AND RE-COMPACT

NATIVE SUBGRADE. PLACE GEOTEXTILE

ON TOP OF COMPACTED SUBGRADE

EXCAVATE

16" DEPTH

4'-0" WIDTH

(SHEET C1)

EDGE OF ADA RAMP

(INSIDE PERIMETER)

PLACE SEPARATION AND STABILIZATION

GEOTEXTILE TYPE CLASS I TYPE C, PER

SPECIFICATION SECTION 71401 – GEO-

SYNTHETIC MATERIAL TABLE 714-1

PARKING LOT ASPHALT

(OUTSIDE PERIMETER)

12"

VARIES

(SHEET C2)

PALO COLORADO & SOUTHWEST

PARKING REPAIR SECTION

2" DIA. HANDRAIL (SEE

DAMAGED OR MISSING

HANDRAIL REPLACEMENT

PROCEDURE NOTE FOR

ALL RAIL REMOVAL AND

PLACEMENTS)

3'-3 1/2"

TOP OF CONCRETE

RAILING POST

1 1/2" CLR. TYP

PER ACI 7.7.1(b)

INSTALL NO. 3

REBAR, TYP

1 1/2"

TYP

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

DETAIL

DRAWINGS 1

EL YUNQUE

NATIONAL FOREST

GENERAL NOTES:

1. CONTRACTOR SHALL EXCAVATE REPAIR SECTION TO DIMENSIONS AS SHOWN

IN DETAIL.

2. CONTRACTOR SHALL HAVE A SMOOTH SAW CUT ON OUTSIDE AND INSIDE

PERIMETER OF PAVEMENT PARKING LOT BEFORE EXCAVATION CAN

COMMENCE.

3. REMOVE ALL EXCAVATED MATERIAL AND HAUL OFF ALL EXCAVATION AT TO AN

APPROVED LANDFILL.

4. COMPACT SUBGRADE AND BASE MATERIAL USING A 160 LBS - 185 LBS CLASS

JUMPING JACK TAMPER/RAMMER (JUMPING JACK NOT APPLICABLE TO HOT-MIX

ASPHALT PAVING).

5. PLACE STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT EXCEED 6

INCHES (150 MILLIMETERS) IN COMPACTED THICKNESS. COMPACT EACH LAYER

ACCORDING TO SPECIFICATION SECTION 30200 SUBSECTION 3.4. PLACE

STRUCTURAL BACKFILL LAYERS EVENLY ON ALL SIDES OF THE STRUCTURE AS

APPROPRIATE. EXTEND EACH LAYER TO THE LIMITS OF THE EXCAVATION OR

TO NATURAL GROUND.

6. MACHINE PLACE HOT-MIX ASPHALT ON PREPARED SURFACE, SPREAD

UNIFORMLY, AND STRIKE OFF. PLACE EACH COURSE TO REQUIRED GRADE,

CROSS SECTION, AND THICKNESS WHEN COMPACTED. COMPACT HOT-MIX

PAVING WITH HOT, HAND TAMPERS OR VIBRATORY-PLATE COMPACTORS IN

AREAS INACCESSIBLE TO ROLLERS. FOR ROADWAY PAVING, DO NOT PLACE

LIFTS THICKER THAN 2 INCHES. IN AREAS WHERE MECHANICAL SPREADING

AND FINISHING IS IMPRACTICAL, SPREAD AND FINISH EACH COURSE BY HAND

RAKING, SCREEDING, OR BY OTHER APPROVED METHODS. REFER TO

SPECIFICATION SECTION 32120 - HOT-MIX ASPHALT PAVING COVERED IN PAY

ITEM 32120.

7. THE CONTRACTOR SHALL CONFINE ALL OPERATION AND ACTIVITIES TO WITHIN

THE WORKING LIMITS UNLESS OTHERWISE SHOWN ON DRAWINGS.

3. USE CONTAINMENT PADS UNDER EQUIPMENT IF IT WILL BE STORED

OVERNIGHT NEAR THE WORK SITE TO REDUCE POTENTIAL CONTAMINATION.

BANO GRANDE CONCRETE POST REPAIR OPTION (NTS)

EXISTING CONCRETE

RAIL POST

CONCRETE POST REPAIR OPTION GENERAL NOTES

1. IF CONTRACTOR ENCOUNTER REBAR, EXISTING VERTICAL REBAR IS TO

REMAIN UNDAMAGED. HAND CHIP OR ABRASIVE BLAST CONCRETE FROM

REBAR. IF ANY VERTICAL BARS ARE DAMAGED OR OTHERWISE APPEAR

UNSUITABLE FOR USE NOTIFY THE C.O.. THE C.O. WILL APPROVE OR

DISAPPROVE THE REBAR FOR SURFACE PREPARATION. PREPARE THE

SURFACE OF THE REBAR FOR CONCRETE PLACEMENT BY REMOVING ALL DIRT,

RUST, LOOSE SCALE, PAINT, GREASE, OIL, OR OTHER DELETERIOUS MATERIAL

TO CONFORM TO NEW REBAR REQUIREMENTS PER ACI.

2. THE C.O. WILL INSPECT EXISTING REBAR FOR USE. IF ANY BARS ARE

REJECTED, AT THE DIRECTION OF THE C.O., CUT THE BAR FLUSH WITH

REMAINING CONCRETE SURFACE AND INSTALL AN ADHESIVE ANCHOR OR

ANCHORS AT SPACING SHOWN IN DRAWINGS AND AS APPROVED BY THE

C.O..ADHESIVE ANCHOR TO REPLACE REJECTED REBAR INSTALLED AT C.O.

SPECIFIED LOCATION.

3. EXISTING CONCRETE RAIL POST TO REMAIN UNDAMAGED AS MUCH AS

POSSIBLE. IF DAMAGE OCCURS OR EXISTING RAIL POST DETERIORATION

WORSENS STOP WORK ON THAT SECTION OF RAIL AND IMMEDIATELY NOTIFY

THE C.O..

4. SAWCUT AT EXTERIOR FACE PER SECTION 203.04 OR USE OTHER APPROVED

METHODS TO CREATE A CLEAN MATCHLINE BETWEEN EXISTING AND NEW

CONCRETE WITHOUT DAMAGING REBAR TO REMAIN. PREPARE EXISTING

CONCRETE SURFACE TO RECEIVE NEW CONCRETE IN ACCORDANCE WITH

SECTION BELOW, TYP:

WHEN THE JOINT IS BETWEEN EXISTING CONCRETE AND A NEW PLACEMENT,

ABRASIVE BLAST CLEAN OR USE OTHER APPROVED METHODS TO REMOVE

LAITANCE AND FOREIGN MATERIAL, TO EXPOSE CLEAN AGGREGATE, AND TO

ROUGHEN THE JOINT SURFACE. BEFORE CONCRETE PLACEMENT, APPLY

APPROVED BONDING PRODUCTS TO THE JOINT SURFACE ACCORDING TO THE

MANUFACTURER'S RECOMMENDATION

TOP OF CONCRETE POST DETAILCONCRETE POST

ELEVATION VIEW

BANO GRANDE - CONCRETE RAIL POST REPAIR (SCHEDULE TABLE)

CONCRETE RAIL POST DEPTH OF CONCRETE RAIL POST THAT NEEDS

REPAIRING (INCHES)

1 9 (IN.)

2 12 (IN.)

3 24 (IN.)

4 12 (IN.)

** CONTRACTOR WILL BE RESPONSIBLE FOR FINAL DIMENSIONS OF NEW

CONCRETE RAIL POST.

DAMAGED OR MISSING HANDRAIL REPLACEMENT

PROCEDURE:

ASSUMPTION THAT ALL POSTS AT EACH END OF HANDRAIL IS

UNDAMAGED AND STRUCTURALLY SOUND AND POST INSERT

HOLES ARE INTACT.

1. USE CUTTING TORCH OR BLADE TO CUT AN REMOVE

DAMAGED HANDRAIL. SLIDE HANDRAIL OUT WITH CARE

WITHOUT DAMAGING EXISTING CONCRETE POSTS.

2. PROVIDE TWO NEW GALVANIZED STEEL PIPES

(SCHEDULE 40) OF THE SAME DIAMETER AS THE

REMOVED HANDRAIL, AND THREADED ON ONE END. THE

COMBINED LENGTH OF THE GSPS SHALL BE EQUAL TO

THAT OF REMOVED RAIL, OR APPROXIMATELY 1-2 INCHES

LESS THAN THE DISTANCE BETWEEN THE POSTS PLUS

THE DEPTH OF BOTH OF THE POST'S INSERT OPENINGS.

3. THE COUPLING SHALL BE USED TO ADJUST AND EXPAND

THE OVERALL HANDRAIL LENGTH TO PROVIDE A SECURE

INSERT OF THE GSP INTO EACH POST, SUCH THAT THE

MINIMUM INSERT IS ONE INCH OR MORE, AND THE

LATERAL MOVEMENT OF THE PIPE IS 2 INCHES OR LESS.

EACH PIPE SHALL BE THREADED NO LESS THAN 1 INCH

INTO THE COUPLING.

4. FIELD CUTTING OF THE UN-THREADED END OF THE GSP

WILL BE PERMITTED TO ACHIEVE PROPER SIZING, BUT

MUST BE TREATED WITH TWO APPLICATIONS (BRUSH OR

SPRAY) OF ZINC RICH PAINT PRIOR TO ASSEMBLING

RAILING AND INSTALLING INTO POSTS.

5. RETOUCH ANY GALVANIZED STEEL PIPE OR FITTINGS

WITH DAMAGED GALVANIZED COATING WITH ZINC RICH

PAINT AS NEEDED.

**NOTE: ALUMINUM PIPE AND COUPLINGS MAY BE

SUBSTITUTED AT THE APPROVAL OF THE CO.

BANO DE ORO - CONCRETE RAIL POST REPAIR AND REPLACEMENT

(SCHEDULE TABLE)

CONCRETE RAIL POST - 6 EACH

** CONTRACTOR WILL BE RESPONSIBLE FOR FINAL DIMENSIONS OF NEW

CONCRETE RAIL POST. CONTRACTOR MAY FIELD VERIFY BEFORE

ORDERING OF MATERIALS AND ERECTION.

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

BANO DE ORO - CONCRETE SLAB REPLACEMENT

6' X 6' X 4" CONCRETE SLAB CUT AND REPLACE ---- 1 EACH

** CONTRACTOR WILL BE RESPONSIBLE FOR FINAL DIMENSIONS OF

NEW CONCRETE RAIL POST. CONTRACTOR MAY FIELD VERIFY BEFORE

ORDERING OF MATERIALS AND ERECTION.

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8 1/2"

2 1/2"

TYP

2 1/2"

TYP.

2 1/2"

TYP.

2 1/2"

TYP.

CONCRETE CASE

SWALE

3'-6"

EXISTING

DAMAGED AREA

11' REPAIR LENGTH

EXCAVATE AND RESET PAVER

(SEE REPAIR SECTION B-B)

INTERLOCKING CONCRETE

PAVER SURFACE (SEE DETAILS)

EXISTING PAVED

ROADWAY

SUBGRADE

SOUTHWEST PARKING REPAIR SECTION B-B

6-INCH COMPACTED LAYERS OF

CRUSHED AGGREGATE - GRADING

"D" (SEE SPECIFICATION SECTION

30200 Table 703-2)

EXCAVATE MATERIAL TO FOUNDATION

GRADE, SCARIFY 4" AND RE-COMPACT

NATIVE SUBGRADE. PLACE GEOTEXTILE

ON TOP OF COMPACTED SUBGRADE

EXCAVATE

12" DEPTH

PLACE SEPARATION AND STABILIZATION

GEOTEXTILE TYPE CLASS I TYPE C, PER

SPECIFICATION SECTION 71401 – GEO-

SYNTHETIC MATERIAL TABLE 714-1

3/16"

JOINT, TYP

3" THICK CONCRETE PAVER (SEE

INTERLOCKING CONCRETE PAVER

DETAIL). COVERED IN PAY ITEM

30203.

SURFACE SHALL BE BROOM

CLEAN AFTER REMOVAL OF

EXCESS JOINT SAND

FILL JOINTS WITH SAND SHALL

BE INCIDENTAL & COVERED IN

PAY ITEM 30203

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)

APPLICABLE TO

FLAT OR SLOPE GRADE

12"

12.0'

CLEARING WIDTH

OF TRAIL

8'-10" CLEARING HEIGHT

6.0'

TYP.

EDGING, TYP.

FINISH SURFACE

3.0'

TYP.

United States Department of Agriculture

Forest Service

USDA FOREST SERVICE

REGION 8

PROJECT NAME

DRAWING TITLE

DATE SIGNED

DESIGNER

DRAWN

CHECKED

PROJECT NO.

DWG SHEET NO.

SHEET

DETAIL

DRAWINGS 2

EL YUNQUE

NATIONAL FOREST

INTERLOCKING CONCRETE PAVER

SECTION A-A

SOUTHWEST PARKING LOT ENTRANCE DETAIL

(NTS)4

TYPICAL FLOOR MOUNT A.D.A. HANDRAIL DETAIL

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 G4 FOR APPROX AREAS TO INSTALL NEW FLOOR

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

OF HANDRAILS AND ERECTION. ALL WORK IS COVERED IN PAY ITEM 80001(A).

CLEARING DETAIL

NTS

GNERAL NOTES:

1. INCLUDES CONTRACTOR MOWING

GRASS TO A HEIGHT OF 3" INCHES AND

INCLUDES ALL WEEDING, EDGING AND

CLEARING. COVERED IN PAY ITEM

20101(A).

2. DIMENSIONS ARE SCHEMATIC. CLEARING

MAY EXTEND BEYOND DIMENSIONS

SHOWN PER SITE PLAN DRAWINGS.

PALO COLORADO,

BANO GRANDE, AND

BANO DE ORO PICNIC

AREA MINOR REPAIR &

MAINTENANCE

PROJECT

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