W912C317B0002-TE2-ContractDrawingsSiteMap.pdf

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Paving & Sustainable Infrastructure at Fort Buchanan, Puerto Rico
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W912C3-17-B-0002
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TE2-W912C317B0002-CONTRACTDRAWINGSSITEMAP

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T-1

ROAD/PARKING PAVING AND MARKING

INSTALL AND REPAIR CONCRETE ELEMENTS

FORT BUCHANAN, PUERTO RICO

US ARMY GARRISON

TITLE SHEET, LOCATION MAP, BUCHANAN SITE MAP AND INDEX OF DRAWINGS

SITE PLAN

R-1

ROAD/PARKING PAVING AND MARKING

INSTALL AND REPAIR CONCRETE ELEMENTS

FORT BUCHANAN, PUERTO RICO

US ARMY GARRISON

COURT NO. 1

COURT NO. 2

AAFES

NATIONAL GUARD - BLDGS. 540,

GARRISON BUILDINGS

1st MSC ARMY RESERVE BUILDINGS

COMMISSARY

DDESS

BANCO POPULAR - BLDG. 501

CREDIT UNION - BLDG. 673

HOUSING BUILDINGS

MWR ACTIVITIES

CUSTOMS - BLDG. 295

ARCC - BLDG. 399

541, 563, 607

GARRISON/348th TSB - BLDG. 218

IG/CID

ENVIRONMENTAL NOTES:

PROTECTED AREAS OF "PALO DE ROSA"

PROTECTED AREAS OF "BOA" HABITAT

PROTECTED AREAS OF "MOGOTES"

PROTECTED AREAS OF WETLANDS

FLOODPLAINS

APPROXIMATE AREA = 722,001 SF

APPROXIMATE AREA = 4,438,302 SF

APPROXIMATE AREA = 149,500

CREEKS

L E G E N D:

BUILDINGS FOR DEMOLITION

HEALTH - BLDGS. 21, 676 & 228

NAVY RESERVE - BLDGS. 73,74,75,

GARRISON & AAFES - BLDG. 613

CCV - BLDGS. 225, 227

VCC & VET CLINIC STORAGE - BLDG. 670

77 & 78

SCALE IN FEET

400 4000 1200800

SYSTEM REFLECTS CONDITIONS AS OF APRIL 2017

UPDATED DATA ON SITE MAP DISTRIBUTION

SOLAR PANELS

SURFACE ASPHALT PATCHINGSHOULDER REPAIRCONTRACTION JOINT CONSTRUCTION JOINTEXPANSION JOINTCONCRETE PAVEMENT JOINT DETAILS FULL DEPTH PATCHASPHALT OVERLAY WITHOUT COLD MILLING ASPHALT OVERLAY WITH COLD MILLINGMANHOLE RAISING DETAIL STEEL EXTENSION FOR MANHOLE COVERSBITUMINOUS PAVEMENT SECTION ASPHALT OVERLAY WITH INTERLAYERCONCRETE DRAINAGE GUTTER DETAILTYPICAL PATCH FOR RIGID PAVEMENTFULL DEPTH PATCH R-2

CONTRACT DRAWING DETAILS

ROAD/PARKING PAVING AND MARKING

INSTALL AND REPAIR CONCRETE ELEMENTS

FORT BUCHANAN, PUERTO RICO

CONCRETE TRUCK VEHICLE WHEEL STOPPRECAST CONCTETE AUTOMOVILE WHEEL STOP ALUMINUM SOLAR SAFETY ROAD MARKERS R-4

RECYCLED RUBBER AUTOMOVILE WHEEL STOP Ø 1-3/8" 3/4" 5/8" THROUGH TYPICAL RAIL MOUNTINGDETAILS OF RAIL ELEMENT AND FLARED END SECTIONCABLE ANCHOR ASSEMBLY

BEARING PLATE

END SECTION (ROUNDED)TYPICAL LAYOUT - BRICKLAYER PATTERN TYPICAL LAYOUT - HERRINGBONE PATTERN GEOBLOCK COMPONENTS

ROAD/PARKING PAVING AND MARKING

INSTALL AND REPAIR CONCRETE ELEMENTS

FORT BUCHANAN, PUERTO RICO

US ARMY GARRISON

CONTRACT DRAWING DETAILS

CONCRETE SHALLOW GUTTER DETAIL

R-5

6" > 4" WASHED STONE (RIP RAP)

2" TOP SOIL 2" TOP SOIL

BANK SLOPE

(> 1.5%)

- BIOSWALE

STEEL OR WOOD POST

SUPPORT MESH

GEOTEXTILE

BACKFILLED AND COMPACTED SOIL

FLOW

MIN.TRENCH

LIMITS OF CLEARING

FLOW

MIN.TRENCH

F

I

L

S

O

P

E

EXISTING GROUND

(UNDISTRIBUTED)

FLOW

T O

E

O

F

S

L O

P E

FLOW

1. USE DRAINAGE DITCH INSTALLATION FOR FLOW CONDITIONS ONLY

WHEN SPECIFIED ON EROSION CONTROL PLAN.

2. ALTERNATE PREASSEMBLED SILT FENCE OPTIONS WILL BE ALLOWED

AS LONG AS SPECIFIED DIMENSIONS ARE SATISFIED. FOLLOW

MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION PROCEDURES.

ALL TYPES MUST ENSURE SILT FENCE REMAINS ATTACHED TO, AND

DOES NOT SLIDE DOWN, SUPPORTING POSTS.

3. INSTALL SILT FENCE ALONG AROUND GROUND CONTOURS. CURVE ENDS

OF SILT FENCE UPGRADE TO PREVENT WATER FROM RUNNING AROUND THE ENDS.

4. 10 FT. (MAX.) SPACING WITH FENCE SUPPORT.

6 FT. (MAX.) SPACING WITHOUT FENCE SUPPORT.

NOTES:POST AND GEOTEXTILE INSTALLATION DETAIL SILT INSTALLATION AT TOE OF FILL - ELEVATIONSILT FENCE INSTALLATION IN A DRAINAGE DITCH SILT INSTALLATION AT TOE OF FILL - PLAN

4" CONCRETE 4500 PSI @

28 DAYS

" MAX

AGGREGATE DIAMETER

1" FINAL GRADING SAND

3" CRUSHED GRAVEL

STONE BASE COMPACTED

@ 95% MAX DRY DENSITY

GEOTEXTILE FABRIC

3"-1" MIN. DIAMETER

WASHED STONE

SUB-BASE COMPACTED @

75% MAX DRY DENSITY

GEOTEXTILE FABRIC

REBAR IN ACCORDANCE

TO THE

GRASS / CONCRETE

SYSTEM SPECIFICATION4" PERVIOUS PAVEMENT SECTION DETAIL 6" CONCRETE 4500 PSI @

28 DAYS

" MAX

AGGREGATE DIAMETER

1" FINAL GRADING SAND

3" CRUSHED GRAVEL

STONE BASE COMPACTED

@ 95% MAX DRY DENSITY

GEOTEXTILE FABRIC

5'-1" MIN. DIAMETER

WASHED STONE

SUB-BASE COMPACTED @

75% MAX DRY DENSITY

GEOTEXTILE FABRIC

REBAR IN ACCORDANCE

TO THE

GRASS / CONCRETE

SYSTEM SPECIFICATION6" PERVIOUS PAVEMENT SECTION DETAILGEOTEXTILE FABRIC

ROAD/PARKING PAVING AND MARKING

INSTALL AND REPAIR CONCRETE ELEMENTS

FORT BUCHANAN, PUERTO RICO

CONTRACT DRAWING DETAILS

POLYURETHANE LINNEN

NEW ASPHALT AND CONCRETE CONTRACT 1
NEW ASPHALT AND CONCRETE CONTRACT 2
NEW ASPHALT AND CONCRETE CONTRACT 3
NEW ASPHALT AND CONCRETE CONTRACT 4
NEW ASPHALT AND CONCRETE CONTRACT 5
NEW ASPHALT AND CONCRETE CONTRACT 6
NEW ASPHALT AND CONCRETE CONTRACT 6.1
Slide Number 1
Slide Number 2
Slide Number 3
Slide Number 4
Slide Number 5

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