Technical_Exhibit_C_-_As_Builts.pdf

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W91151-09-D-0002

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CA091039P

A-TX0028-051010-

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DIRECTORATE OF

FT. HOOD, TEXAS

PUBLIC WORKS

Bldg No.

REFERENCE

D e s ig n f il e n o

D r a w in g c o d e

Contract No.

Task Order No.

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Project No.

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TASK ORDER NO.: 0028

CONTRACT NO.: W91151-09-D-0002

SHEET

DRAWING INDEX

DESCRIPTION

FT. HOOD, TEXAS

NUMBER

SEQUENCE

NATIVE AMERICAN SERVICE CORP

NASCO

NATIVE AMERICAN SERVICES CORP.

53285 SILVER VALLEY ROAD

KELLOGG, IDAHO 83837

208-783-0361

COVER SHEET AND INDEX OF DRAWINGS

JOC PROJECT NO.: CA091039P

C-001

REPAIR MARTIN POOL PHASE II

BUILDING 112

5 A-001

C-001

ST-101

ST-501

CU-101 SITE PLAN

ARCHITECTURAL NOTES

CONCRETE DECKING PLAN

DECKING DETAILS

ST-502

PL-101

MISC DETAILS

STORM WATER DRAIN PLAN

CU-102 SEDIMENT EROSION CONTROL FENCE DETAILS

PROJECT SIGN DETAILSCU-501

G-001 G-001

1 SITE PLAN

1" = 30’

BUILDING 112

PROJECT LOCATION

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CU-101

FORT HOOD AREA MAP

FORT HOOD

NORTH

FORT HOOD

WEST

COVE

COPPERAS

AUSTIN

SAN ANTONIO

NO SCALE

VICINITY MAP

DEL RIO

ABILENE

N

DALLASWORTH

FORT

AMARILLO

EL PASO

LUBBOCK

KILLEEN

HOOD

FORT

HWY 84

HWY 84

HWY 36

F .M

HWY 190

HWY 190

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RES. BD.

RES. BD.

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RES. BD.

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KILLEEN

CANTONMENT

AREA

GATESVILLE

FORT HOOD

RESERVATION

BELTON

LAKEC

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W91151-09-D-0002

Sheet of 9

CA091039P

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DIRECTORATE OF

FT. HOOD, TEXAS

PUBLIC WORKS

Bldg No.

REFERENCE

D e s ig n f il e n a w in g c o d e

Contract No.

Task Order No.

M a r k

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NUMBER

SHEET

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Project No.

OUTDOOR

SWIMMING

POOL

S A F I R

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H O

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X

XX

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NORTH

SCALE OF FEET

30 30 60

NOT USE ORANGE SAFETY FENCING

FENCING SECURELY FASTENED IN PLACE, DO

TEMPORARY CHAIN LINK CONSTRUCTION

A

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1. THIS PROJECT DOES NOT REQUIRE A

STORM WATER POLLUTION PREVENTION

PLAN TO BE SUBMITTED TO THE STATE

OF TEXAS

PERMANENTLY STABLIZED WITHIN 2

LOCALIZED WORK

FROM SILT

THROUGHOUT PROJECT LIFECYCLE

PERMANENTLY STABLIZED (REVEGETATED)

BEFORE PROJECT COMPLETION

SEED MIX

7. BONDED FIBER MATRIX OR FLEXIBLE GROWTH

FERTILIZER

** THIS SHEET IS A RECOMMENDATION ON

STORM WATER CONTROLS. FINAL RESPONSIBILITY

CONTRACTOR’S

STORM WATER CONTROL NOTES:

PROJECT SIGN

LOCATION

MINIMUM SILT

FENCE INSTALLATION

FENCED STAGING

AREA

2. ALL DISTURBED EARTH HAS BEEN

WEEKS AFTER COMPLETION OF

3. PROTECTED DITCHES AND STORM DRAINS

4. MAINTAINED EROSION CONTROL MEASURES

5. ALL DISTURBED AREAS HAVE BEEN

OF COMPLIANCE WITH TCEQ REQUIREMENTS IS THE

6. ALL SEED IS SEASONAL BERMUDA

MEDIUM HAS BEEN APPLIED WITH SEED AND

CU-102

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W91151-09-D-0002

Sheet of 9

CA091039P

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DIRECTORATE OF

FT. HOOD, TEXAS

PUBLIC WORKS

Bldg No.

REFERENCE

D e s ig n f il e n a w in g c o d e

Contract No.

Task Order No.

M a r k

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NUMBER

SHEET

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Project No.

successive reinforcement sheets or rolls a min. of

6 times with hog rings.

Fl ow

Galv. W.W.M. (12.5 Ga. min.)

max. opening size shall be

2" x 4".

Woven filter fabric

Fl ow

A

Place 4" to 6" of fabric against the trench side and approx. 2" across trench bottom in upstream direction. Minimum trench size shall be 6" square. Backfill and hand tamp.

90^

2"

A Attach the W.W.M. & fabric on end posts vertical pockets for steel posts).

Fasten fabric to top strand of welded wire mesh (W.W.M.)

by hog rings or cord at a max. spacing of 15".

SECTION A-A

Filter fabric

3’ min. width

Backfill & hand tamp.

Flow

6"

Embed posts 18" min.

2"

90^

CU

CU

SCALE: 3/4"=1’

TEMPORARY SEDIMENT CONTROL FENCE

using 4 T-Clips or sewn

4’ min. steel posts spaced at 6’ to 8’.Connect the ends of

CU-501

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W91151-09-D-0002

Sheet of 9

CA091039P

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DIRECTORATE OF

FT. HOOD, TEXAS

PUBLIC WORKS

Bldg No.

REFERENCE

D e s ig n f a w in g c o d e

Contract No.

Task Order No.

M a r k

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SHEET

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Project No.

DPW

DPW

FORT HOOD TEXAS

DPW POC: ROBERT ERWIN, 254-287-4507

III CORPS & FORT HOOD

TYPICAL PROJECT SIGNAGE (FRONT)

TYPICAL PROJECT SIGNAGE (SIDE)

TYPICAL PROJECT SIGNAGE (BACK)

[SWPPP]

NOTIFICATION]

[EMERGENCY

[HOSPITAL MAP]

[PERMITS]

SCALE: 1/2"=1’

SCALE: 1/2"=1’

SCALE: 1/2"=1’

"MAKING THE GREAT PLACE - GREATER"

NOTES

3in

8ft-0in 0 3/4 in ft -0 in ft -0 in

4" X 4" TREATED TIMBER

TREATED PLYWOOD

4’ X 8’ X 3/4" 3" BLACK HELVETICA FONT

CONTRACTOR PUBLIC NOTICES

2" BLACK HELVETICA FONT

4" BLACK HELVETICA FONT

2.75" BLACK HELVETICA FONT

1" BLACK HELVETICA FONT

4" BLACK HELVETICA FONT

9" CRESTS

1/2" BLACK BORDER TRIM

(FRONT AND BACK)

WHITE BACKGROUND

CU

CU

CU

CU

CU

CU

PROJECT

HOLES WITH TOPSOIL UPON COMPLETION OF

6. CONTRACTOR SHALL REMOVE SIGN AND FILL

IS THE RESPONSIBILITY OF CONTRACTOR

5. MAINTENANCE OF SIGN

SIGN INFORMATION PRIOR TO FABRICATION

4. CONTRACTOR SHALL VERIFY

LOCATION OF SIGN FOR DIG PERMIT

3. CONTRACTOR SHALL INCLUDE

COMMENCEMENT OF CONSTRUCTION

2. SIGN SHALL BE INSTALLED PRIOR TO

SET IN PLACE WITH PEA GRAVEL

1. POSTS SHALL EXTEND 24" BELOW GRADE AND

REPAIR MARTIN POOL

BUILDING 112

NOVEMBER 2009 - APRIL 2010

PRIME CONTRACTOR: NASCO

A-001

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CONTRACTOR ADDRESSED ALL ARCHITECTURAL NOTES

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W91151-09-D-0002

Sheet of 9

CA091039P

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DIRECTORATE OF

FT. HOOD, TEXAS

PUBLIC WORKS

Bldg No.

REFERENCE

D e s ig n f a w in g c o d e

Contract No.

Task Order No.

M a r k

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NUMBER

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Project No.

ARCHITECTURAL NOTES

REMOVED AND GROUT TO MATCH.

EXTENSION IS COMPLETE THE CONTRACTOR SHALL REPLACE THE QUARRY TILE

AND BE PAINTED ALONG WITH THE REST OF THE INTERIOR. AFTER THE WALL

EXTENSION SHALL MATCH AS CLOSELY AS POSSIBLE TO THE EXISTING MATERIALS

EXTEND THE WALL BEHIND THE WATER CLOSETS 24". MATERIALS USED IN THE WALL

BETWEEN THE SHOWER AREA AND THE LATRINE AREA IN BOTH BATH HOUSES TO

THE CONTRACTOR SHALL DEMO ENOUGH OF THE QUARRY TILE OVER THE STEP 8.

GRAY TO MATCH EXISTING.

THE CHANGING AREAS IN EACH BATH HOUSE. THE COLOR SHALL BE BATTLESHIP

THE CONTRACTOR SHALL PREPARE AND APPLY A NEW NON SLIP EPOXY SURFACE TO 7.

PAINTED WHITE AND THE TWO LANE MARKERS WILL BE PAINTED BLACK.

2000 COMMERCIAL CHLORINATED RUBBER POOL PAINT, CLASS 3. THE POOL WILL BE

THE CONTRACTOR SHALL REPAINT THE ENTIRE POOL SURFACE USING RAMUC PRO 6.

INCLUDE ALL SURFACE MOUNTED CONDUITS AND EXPOSED PIPING.

NO INTERIOR PAINTING OF THE PUMP HOUSE. PAINTING OF THE INTERIOR SHALL

PANTONE 14-1113 TPX (SIMILAR TO SHERWIN WILLIAMS 6135 ECRU). THERE WILL BE

THE CONTRACTOR SHALL PAINT THE INTERIOR OF EACH BATH HOUSE USING 5.

USING A ELASTOMARIC PAINT.

SHERWIN WILLIAMS 6133 MUSLIN) ALL MASONRY PAINTING WILL BE PERFORMED

MARINER) DOOR FRAMES SHALL BE PAINTED PANTONE 13-1009TPX (SIMILAR TO

THE FASCIA WILL BE PAINTED PANTONE 16-4728 (SIMILAR TO SHERWIN WILLIAMS 6766

BE PAINTED PANTONE 14-1113 TPX (SIMILAR TO SHERWIN WILLIAMS 6135 ECRU) AND

AND THE PUMP HOUSE USING THE FOLLOWING COLORS; THE BUILDING WALLS WILL

THE CONTRACTOR SHALL PREPARE AND PAINT THE EXTERIOR OF EACH BATH HOUSE 4.

PAINTED THE COLORS INDICATED BELOW.

PAINTING. ALL STEEL COMPONENTS, CMU BLOCK AND BRICK WALLS SHALL BE

COMPONENTS OF THE ROOF OVER EACH BATH HOUSE AS PART OF THE OVERALL

THE CONTRACTOR SHALL PREPARE AND PAINT ALL STRUCTURAL STEEL 3.

SIGNS AND MOUNTING HARDWARE AND PATCH ALL HOLES.

THE CONTRACTOR SHALL PRIOR TO PAINTING REMOVE ALL ABANDON CONDUITS, 2.

ADJACENT AREA.

TILE WILL BE INSTALLED IN THE AFFECTED AREA AND GROUTED TO MATCH THE

THE FLOOR TO PROVIDE POSITIVE DRAINAGE TO THE FLOOR DRAIN. NEW QUARRY

FEMALE BATH HOUSE IN THE AREA INDICATED ON DRAWING AD-101 AND RE FLOAT

THE CONTRACTOR SHALL REMOVE THE QUARRY TILE FROM THE FLOOR IN THE 1.

DIVISION 09 FINISHES

THE COR WILL PROVIDE A KEY SCHEDULE FOR ALL OTHER DOORS.

THE CONTRACTOR SHALL KEY EACH MECHANICAL ROOM DOOR WITH A 3-1 CORE. 7.

MECHANICAL ROOM DOORS.

STRIPPING, THRESHOLDS, AND AN IC LEVER LOCK SET ON EACH SET OF DOUBLE

THE CONTRACTOR SHALL INSTALL 3.0 PAIRS OF HINGES, ONE CLOSER, WEATHER 6.

STRIPPING, THRESHOLDS, AND AN IC LEVER LOCK SET ON EACH SINGLE DOOR.

THE CONTRACTOR SHALL INSTALL 1.5 PAIRS OF HINGES, ONE CLOSER, WEATHER 5.

HOLLOW METAL DOORS.

THE CONTRACTOR SHALL USE 16 GAUGE HOLLOW METAL FRAMES AND 20 GAUGE 4.

PUMP HOUSE WITH A NEW 3070 DOOR.

THE CONTRACTOR SHALL REPLACE THE ENTRANCE DOOR AND FRAME TO THE POOL 3.

20�X24�LOUVERS)

MECHANICAL ROOM, (1 EA 6070 OPENING WITH 2EA 3070 DOORS WITH C.

STORAGE ROOM, (1 EA 3070)B.

MAINTENANCE OFFICE, (1 EA 3070)A.

FEMALE BATH HOUSE:

THE CONTRACTOR SHALL REPLACE THE FOLLOWING DOORS AND FRAMES ON THE 2.

STORAGE ROOM, (1 EA 3070)C.

LOUVERS)

MECHANICAL ROOM, (1 EA 6070 OPENING WITH 2EA 3070 DOORS WITH B.

LIFE GUARD OFFICE, (2 EA 3070)A.

MALE BATH HOUSE:

THE CONTRACTOR SHALL REPLACE THE FOLLOWING DOORS AND FRAMES ON THE 1.

SPECIFICATION SECTION 08 11 13.

ALL DOORS AND ASSOCIATED HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH

DIVISION 08 OPENINGS

STEEL STEPS AND HANDRAILS.

BOARD WITH ADJUSTABLE FULCRUM, 16� FIBERGLASS BOARD AND STAINLESS

THE CONTRACTOR SHALL INSTALL A NEW 1 METER COMMERCIAL GRADE DIVING 6.

AND EMBED THE LADDER MOUNTING HARDWARE INTO THE NEW DECK.

BUILD BACK THE CONTRACTOR SHALL INSTALL 6 NEW STAINLESS STEEL LADDERS

THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 6 POOL LADDERS. DURING 5.

SHOWN ON DRAWING ST-101.

48�PERSONNEL GATES AND THE 12� DOUBLE SWING GATE IN THE LOCATIONS

THE CONTRACTOR SHALL INSTALL THE FENCING TO INCLUDE THE TWO 4.

ARE CURRENTLY INSTALLED.

INCLUDE WITH GATE WILL HAVE SNAP LOCK PRIVACY SLATS THE SAME COLOR AS

THERE WILL BE NO BARBED WIRE ON THIS FENCE AND THE ENTIRE FENCE TO

THE CONTRACTOR SHALL INSTALL ALL NEW FENCING AT A HEIGHT OF 8�. 3.

SURFACE AND SPAN THE ENTIRE LENGTH IN ALL DIRECTIONS.

THE UNDERSIDE SHALL BE THE SAME DIMENSION AS THE SUPPORTING CONCRETE

TOP OF THE VAULT AND THE SURROUNDING DECKING. ANY SPACERS ADDED TO

UNDERSIDE AND FIT TIGHTLY INTO THE TOP OF THE VAULT FLUSH WITH THE

USED. EACH COVER SHALL HAVE SPACERS WELDED AS NECESSARY TO THE

MOUNTED HANDLE SO AS NOT TO CAUSE A TRIPPING HAZARD WHEN NOT BEING

GALVANIZED. EACH NEW COVER SHALL BE COMPLETE WITH RETRACTABLE FLUSH

EACH VAULT USING …� DIAMOND PLATE STEEL THAT HAS BEEN HOT DIPPED

THE CONTRACTOR SHALL ALSO FABRICATE AND INSTALL NEW STEEL COVERS FOR 2.

ON ANOTHER SO THAT THERE ARE NO GAPS.

PATRONS. GUTTER SECTION ENDS SHALL BE SQUARE AND SHALL BUTT AGAINST

UNFINISHED EDGES THAT MAY BE A CUTTING OR TRIPPING HAZARD TO POOL

COVER SECTION SHALL BE NO LONGER THAN 4� AND SHALL HAVE NO EXPOSED

COVERS USING STAINLESS STEEL NO LESS THAN 1/8�THICK. EACH GUTTER

THE CONTRACTOR SHALL FABRICATE AND INSTALL NEW STORM DRAIN GUTTER 1.

DIVISION 05 METALS

SHALL BE BROOM FINISHED.

PUMP HOUSE IN THE LOCATION SHOWN ON DRAWING ST-101. NEW CONCRETE

THE CONTRACTOR SHALL INSTALL MISC CONCRETE ON THE EAST SIDE OF THE 9.

TOTAL ANCHORS SHALL NOT EXCEED 200.

OF THE SUNDECK AND PLUGGED TO PROTECT THEM FROM FILLING WITH DEBRIS.

OF THE ANCHORS. ANCHORS SHALL BE INSTALLED PRIOR TO THE APPLICATION

CONTRACTOR SHALL UNROLL THE POOL COVER TO OBTAIN THE EXACT LOCATIONS

GUTTER. ALL ANCHORS SHALL BE FLUSH WITH THE DECK SURFACE. THE

AROUND THE PERIMETER SPACED 24" APART AND 4’ FROM THE EDGE OF THE

THE CONTRACTOR SHALL INSTALL NEW EMBEDDED POP-UP POOL COVER ANCHORS 8.

PAINTING.

PERFORMED IN SUCH A WAY THAT THE REPAIRS DO NOT STAND OUT AFTER

ALL CRACKS IN THE BLOCK AND BRICK. PATCHING AND POINTING SHALL BE

THE CONTRACTOR SHALL PRIOR TO PAINTING PATCH ALL HOLES AND RE-POINT 7.

DIVISION 03 CONCRETE

DIVISION 31 EARTHWORK (SITE WORK)

SHALL BE SET PLUMB AND IN LINE.

NEXT TO THE POOL PUMP HOUSE SHALL BE 12’ WIDE. ALL FENCING AND GATE POLES

GATE POLES. NEW PERSONNEL GATES SHALL BE 48" WIDE AND DOUBLE SWING GATE

THE CONTRACTOR SHALL DURING PLACEMENT OF THE DECKING SET ALL FENCE AND 6.

FINISHED.

GAUGE WELDED WIRE FABRIC CENTERED IN THE RAMP. RAMPS SHALL BE BROOM

BOTH THE ASPHALT AND THE NEW DECK. RAMPS SHALL BE REINFORCED WITH 9

4" OF 3000 PSI CONCRETE AT A SLOPE NOT TO EXCEED 1:12 AND FINISH FLUSH WITH

RAMP INSTALLATION SHALL INCLUDE ALL DEMO OF ASPHALT AND INSTALLATION OF

THE SHALL INSTALL CONCRETE ENTRANCE RAMPS AT BOTH 48" PERSONNEL GATES. 5.

PRIOR TO FINAL ACCEPTANCE.

SUNDECK DAMAGED DURING THE INSTALLATION OF THE FABRIC SHALL BE REPAIRED

INSTALLATION OF THE FENCING FABRIC TO PREVENT DAMAGE. ALL AREAS OF

FABRIC. THE CONTRACTOR SHALL PROTECT THE NEW SUNDECK DURING THE

THEREFORE THE SUNDECK SHALL BE APPLIED PRIOR TO INSTALLING THE FENCING

DECK TO INCLUDE THE AREA WHICH WILL REMAIN OUTSIDE THE FENCE LINE,

MORE. ALL SUNDECKING SHALL BE APPLIED THE ENTIRE SURFACE OF THE NEW

ACCORDANCE WITH THE SUNDECK MANUFACTURER’S INSTRUCTIONS, WHICHEVER IS

PASSED THE FIRST 3000 PSI COMPRESSIVE STRENGTH BREAK TEST OR IN

SHALL NOT INSTALL THE SUNDECK UNTIL AFTER THE CONCRETE DECKING HAS

SUNDECK ACRYLIC CEMENT COATING COLOR BONE WHITE. THE CONTRACTOR

(MACHINE AND HAND) FINISH. ALL CONCRETE WILL THEN BE COATED WITH

DECK USING 3000 PSI CONCRETE. ALL DECKING SHALL HAVE A SMOOTH TROWELED

THE CONTRACTOR SHALL FORM PLACE AND FINISH THE NEW STEEL REINFORCED 6" 4.

DRAWING ST-501.

THE CONTRACTOR SHALL INSTALL STEEL REINFORCEMENT AS DETAILED ON 3.

ALSO BE AT THE SAME ELEVATION AS THE FINISHED DECKING.

PIPING AND CLEAN OUTS. THE FINISHED ELEVATIONS OF EACH CLEAN OUT SHALL

ST-101 AND THE DETAILS SHOWN ON DRAWING ST-601 AND INSTALL ALL ASSOCIATED

(OD) X 4" THICK STORM DRAIN GUTTERS IN THE LOCATIONS SHOWN ON DRAWING

THE CONTRACTOR SHALL ALSO FORM THE NEW 12" WIDE (OD) 4" WIDE (ID) X 19" DEEP 2.

VAULT TO THE CONNECTING PIPE

THE VAULTS SHALL BE SUCH THAT PROMOTES POSITIVE DRAINAGE THROUGH THE

COVERS SHALL BE AT THE SAME ELEVATION AS THE FINISHED DECKING. DEPTH OF

AND INSTALL REPLACEMENT CLEANOUTS. THE FINISHED ELEVATION OF THE VAULT

VAULTS AT EACH CORNER OF THE POOL AND RECONNECT THE OVERFLOW PIPING

THE CONTRACTOR SHALL, FORM THE NEW 16" SQUARE X 4" THICK CONCRETE 1.

REMAINING DECKING.

NEW RAMPS WILL BE FINISHED WITH THE SAME CONCRETE COATING AT THE

ENTRANCE RAMPS AT BOTH ENTRANCES AT A SLOPE NOT TO EXCEED 1:12. THESE

THE REPLACEMENT OF THE DECKING THE CONTRACTOR SHALL CONSTRUCT

FOUNDATION DEMO WILL BE CONSIDERED PART OF THE DECKING DEMO. DURING

TO MAKE THE TERMINATION BLEND WITH THE CURRENT FINISHES. ALL WALL

TERMINATED FLUSH WITH THE BUILDING TO INCLUDE ALL BLOCK AND BRICK WORK

LOCATED ON THE NORTH END OF EACH BATH HOUSE. THE WALLS SHALL BE

THE CONTRACTOR SHALL REMOVE THE ENTRANCE WALLS (PRIVACY SCREENS) 15.

EROSION.

CONSTRUCTION SHALL BE WITH TOP SOIL AND BE SEEDED AND PROTECTED FROM

REMOVAL AND ALL AREAS OF THE SURROUNDING GRASS DISTURBED BY

FORMALLY WAS THE ORIGINAL ENTRANCES. THE HOLES REMAINING AFTER

STAIRS AND ASSOCIATED CONCRETE ON THE EXTERIOR OF EACH BATH THAT

THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE ABANDON CONCRETE 14.

OF THE NEW FENCING AND FOOTINGS.

ADDITIONAL EXCAVATION AS REQUIRED BY DRAWING ST-501 FOR THE INSTALLATION

THE CONTRACTOR SHALL DURING THE FORMING OF THE NEW DECKING PERFORM 13.

30 00.00 40 PARAGRAPH 3.3.2.

NEW FLEX BASE. EACH LIFT SHALL BE COMPACTED IAW SPECIFICATION SECTION 03

THE CONTRACTOR SHALL INSTALL AND COMPACT IN 6" LIFTS APPROXIMATELY 18" OF 12.

TO INSTALLING THE FLEX BASE.

THE CONTRACTOR SHALL FINE GRADE AND COMPACT THE SUBGRADE TO 90% PRIOR 11.

REMOVAL OF THE DECK IN PREPARATION FOR THE NEW DECKING COMPACTED BASE.

THE CONTRACTOR SHALL EXCAVATE APPROXIMATELY 18" OF MATERIAL AFTER THE 10.

CONSTRUCTION PROCESS WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE.

WHICH WILL REMAIN. ANY DAMAGE TO THE GUTTER AS A RESULT OF THE

THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DAMAGE THE POOL GUTTER 9.

SEAL OFF TO PREVENT THE ENTRANCE OF SOIL TO THE PIPING SYSTEM.

CLEANOUTS WILL BE INSTALL DURING BUILD BACK. ALL REMAINING PIPING SHALL BE

SHALL REMOVE ANY CLEAN OUTS CONNECTED TO THE OVERFLOW PIPING. NEW

CONNECT TO THE NEW VAULTS DURING BUILD BACK. IN ADDITION THE CONTRACTOR

PIPING WITH THE VAULTS. THE REMAINDER OF THE PIPING WILL BE USED TO

OVERFLOW PIPING 12" FROM EACH VAULT AND REMOVE ONLY THIS SECTION OF

REMOVAL OF THESE VAULTS THE CONTRACTOR SHALL CUT THE EXISTING GUTTER

FOUR CONCRETE VAULTS AT THE FOUR CORNERS OF THE POOL. DURING THE

THE CONTRACTOR SHALL DURING THE DECKING DEMO ALSO REMOVE EACH OF THE 8.

EXPENSE.

OVERFLOW LINES. ALL PIPING DAMAGED WILL BE REPLACED AT THE CONTRACTOR’S

DECKING NOT TO DAMAGE ANY OF THE BURIED POOL WATER SUPPLY OR GUTTER

THE CONTRACTOR SHALL TAKE SPECIAL CARE DURING THE REMOVAL OF THE 7.

EXISTING DECKING WHEN THE SUNDECK IS APPLIED.

FLOATED SMOOTH TO PROVIDE A CLEAN TRANSITION BETWEEN THE NEW AND

CONCRETE WILL REMAIN THE CONTRACTOR SHALL ENSURE THAT THE AREA IS

AND WHERE EVER EXPANSION JOINTS DO NOT EXIST. WHERE EVER EXISTING

BATH HOUSE AND THE PUMP HOUSE AND ALL STRUCTURAL PIERS THAT WILL REMAIN

STRAIGHT MATING LINE FOR THE NEW DECKING. THIS CONDITION EXISTS AT EACH

SHALL SAW CUT STRAIGHT LINES A MINIMUM OF 2" INTO THE CONCRETE TO FORM A

REMAINING PIERS AS POSSIBLE. DURING CONCRETE DEMO THE CONTRACTOR

DECKING SHALL BE REMOVED AS CLOSE TO THE EDGE OF THE BUILDING OR

AS THIS WILL BE USED TO RECONNECT THE NEW DRAIN SYSTEM. ALL CONCRETE

(WITH THE EXCEPTION OF THE LAST 4’ OF PIPING BEFORE IT ENTERS THE MANHOLE

PIERS, CURBS, STORM WATER DRAINS, DRAIN PIPING AND ASSOCIATED CLEAN OUTS

CONCRETE DEMO SHALL INCLUDE THE REMOVAL OF ALL ABANDON STRUCTURAL

SURROUNDING BUILDINGS AND DISPOSE OF ALL MATERIALS OFF OF FORT HOOD.

THE CONTRACTOR SHALL DEMO ALL CONCRETE AROUND THE POOL AND 6.

STRUCTURES AFTER THE SUNDECK HAS BEEN APPLIED.

REINSTALLED HOWEVER THE CONTRACTOR SHALL REINSTALL THE SHADE

TURN THEM OVER TO DFMWR VIA THE COR. THE BENCHES WILL NOT BE

THE CONTRACTOR SHALL REMOVE ALL BENCHES AND SHADE STRUCTURES AND 5.

SHOWN ON DRAWING AD-101.

THE CONTRACTOR SHALL REMOVE ALL CHAIN LINK FENCING, GATES AND POLES AS 4.

SILT FENCE IN THE AREAS SHOWN ON CU-101.

THE CONTRACTOR SHALL, AFTER THE CONSTRUCTION FENCE IS INSTALLED INSTALL 3.

CHILDREN BE KEPT OUT OF THE AREA.

IS RESIDENT HOUSING NEXT TO THIS WORK AREA AND IT IS IMPERATIVE THAT

ENTERING THE WORK SITE. THIS FENCE SHALL BE MAINTAINED AT ALL TIMES. THERE

AND THE THREE ASSOCIATED BUILDINGS TO PREVENT PEDESTRIANS FROM

TEMPORARY CHAIN LINK CONSTRUCTION FENCE AROUND THE ENTIRE POOL AREA

THE CONTRACTOR SHALL PRIOR TO THE START OF CONSTRUCTION INSTALL 2.

WILL BE NO REPLACEMENT OF WINDOWS UNDER THIS CONTRACT

SURVEYS, ASBESTOS WAS DETECTED IN THE WINDOW CAULKING HOWEVER THERE

AFFECTED BY CONSTRUCTION. ATTACHED IS A COPY OF THE ASBESTOS AND LBP

THE AREAS DETAILED ON THE ATTACHED SURVEYS ON ALL AREAS THAT WILL BE

THE CONTRACTOR SHALL PERFORM AN ABATEMENT OF ALL LEAD BASED PAINT IN 1.

THE COR.

LINE FOR THE POOL. ONCE THE LINE IS EXPOSED THE CONTRACTOR SHALL NOTIFY

THE CONTRACTOR SHALL WHILE THE DECK IS REMOVED EXPOSE THE MAIN SUPPLY 6.

FOR THE BASE AND ELECTRICAL GROUNDING.

STAINLESS STEEL HAND RAILS AND STEPS. WORK SHALL INCLUDE ALL CONCRETE

COMMERICAL GRADE 3 METER BOARD WITH ADJUSTABLE FULCRUM TO INCLUDE NEW

THE CONTACTOR SHALL REPLACE THE 3 METER DIVING BOARD WITH A NEW 5.

STANDS IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS.

THE CONTRACTOR SHALL PERFORM GROUNDING OF THE REBAR AND LIFE GUARD 4.

WITH ALL APPLICABLE REGULATIONS AND IN THE LOCATION GIVEN BY THE COR.

GUARD STANDS AND INSTALL THEM AT THE DEEP END OF THE POOL IN ACCORDANCE

THE CONTRACTOR SHALL PURCHASE AND INSTALL TWO COMMERCIAL GRADE 6’ LIFE 3.

CERTIFYING THE DRAINS AND THE INSTALLATION.

IS COMPLETED THE CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION

DRAIN SUMP SIZES TO ACCOMMODATE THE NEW DRAIN COVERS. AFTER THE WORK

CERTIFIED. INSTALLATION INCLUDES ALL WORK NECESSARY TO INCREASE THE

DRAIN COVERS PER DRAIN. ALL COVERS SHALL BE VIRGINIA GRAEME BAKER ACT

THE CONTRACTOR SHALL REMOVE BOTH 18" POOL DRAIN COVERS AND INSTALL 2 18" 2.

AND MECHANICAL CONNECTIONS TO MAKE THE UNIT FULLY OPERATIONAL.

MONITORING WITH SAFETY ALARMS. INSTALLATION SHALL INCLUDE ALL ELECTRICAL

FLOW RATE (CUMULATIVE DISPLAY) AND INFLUENT/EFFLUENT PRESSURE

CHEMTROL PC5000 PROGRAMMABLE CONTROLLER WITH MAIN PUMP CONTROL AND

ASSOCIATED ELECTRICAL AND MECHANICAL COMPONENTS AND INSTALL A NEW

THE CONTRACTOR SHALL REMOVE THE EXISTING CHEMTROL 2000 AND ALL 1.

DIVISION 13 SPECIAL CONSTRUCTION

MECHANISMS.

SHALL BE THE SAME HEIGHT AS THE ADJOINING FENCING AND HAVE LOCKING

DOUBLE SWING GATE IN THE LOCATIONS SHOWN ON DRAWING ST-101. ALL GATES

THE CONTRACTOR SHALL INSTALL 2 EACH 48" PERSONNEL GATES AND ONE EACH 12’ 2.

PRIVACY SLATS, COLOR TO MATCH EXISTING.

THE POSTS AND THE NEAREST REBAR. ALL FABRIC SHALL BE 8’ WITH SNAP LOCK

SHALL BE ADJUSTED SO THAT THERE IS A MINIMUM OF 1.5" OF CONCRETE BETWEEN

DOUBLE SWING GATE SHALL HAVE 4" GATE POLES AND THE REBAR IN THE SLAB

LINE POLES AND 3" POLES FOR PERSONNEL GATES AND CORNER POLES . THE

THE CONTRACTOR SHALL DURING THE CONSTRUCTION OF THE FENCE USE ALL 2.5" 1.

13.

ALL FENCING SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATION SECTION 32 31

DIVISION 32 EXTERIOR IMPROVEMENTS

FOR ALL EXTERIOR LOCATIONS.

THE CONTRACTOR SHALL USE ONLY GFCI RECEPTACLES AND WATER TIGHT COVERED BOXES 7.

RECEPTACLE CLOSEST TO THE DRINKING FOUNTAIN TO DIRECTLY BEHIND THE FOUNTAIN.

REPLACEMENT OF THE TWO ON THE WEST SIDE THE CONTRACTOR SHALL RELOCATE THE

FEMALE BATH HOSE, TWO ON THE WEST SIDE AND TWO ON THE SOUTH END. DURING THE

THE CONTRACTOR SHALL REPLACE 4 EXTERIOR RECEPTACLES ON THE EXTERIOR OF THE 6.

NORTH END OF THE BUILDING AND SEAL THE HOLE IN THE PANEL.

OF THE MALE BATH HOUSE AND ALL ASSOCIATED CONDUIT BACK TO THE PANEL ON THE

THE CONTRACTOR SHALL REMOVE THE TWO EXTERIOR RECEPTACLES ON THE NORTH SIDE 5.

ALSO REPLACE THE SECTION OF PVC CONDUIT WITH EMT.

SIDE. DURING THE REPLACEMENT OF THE TWO ON THE EAST SIDE THE CONTRACTOR SHALL

EXTERIOR OF THE MALE BATH HOUSE, TWO ON THE SOUTH END AND TWO ON THE EACH

THE CONTRACTOR SHALL REPLACE 4 EXTERIOR RECEPTACLES AND BOXES ON THE 4.

40 WATT FLORESCENT WATER TIGHT FIXTURES ON PHOTO CELLS.

RULES�SIGNS MOUNTED AT THE ENTRANCE TO EACH BATH HOUSE. NEW FIXTURES SHALL BE

THE CONTRACTOR SHALL ALSO REPLACE THE TWO LIGHT FIXTURES OVER THE �POOL 3.

WITH PHOTO CELLS.

ONE ON THE FEMALE BATH HOUSE. EACH NEW WALL PACK SHALL BE 75 WATT METAL HALIDE

THE CONTRACTOR SHALL REPLACE THREE EXTERIOR WALL PACKS, TWO IN THE MALE AND 2.

FIXTURES SHALL BE WATER TIGHT SURFACE MOUNTED 40 W OR EQUIVALENT.

HOUSES. ALL LIGHT SWITCHES SHALL HAVE STAINLESS STEEL COVER PLATES. NEW

THE CONTRACTOR SHALL REPLACE ALL LIGHT FIXTURES AND SWITCHES IN BOTH BATH 1.

DIVISION 26 ELECTRICAL

REGULATIONS.

STALLS) SHALL BE INSTALLED IN ACCORDANCE WITH ADA REQUIREMENTS AND

ON DRAWING AD-101. ALL HC ACCESSIBLE EQUIPMENT (SINKS, SHOWER VALVE AND

THE NEW SINK FULLY OPERATIONAL. SINK WILL BE LOCATED IN THE AREA SHOWN

HOUSE TO INCLUDE ALL DWV AND DOMESTIC WATER LINES NECESSARY TO MAKE

THE CONTRACTOR SHALL INSTALL ONE EACH HC ACCESSIBLE SINK IN EACH BATH 13.

MOUNTED CHROME SINGLE HANDLE VALVES SECURELY MOUNTED TO THE WALL.

SHALL BE AT A HEIGHT OF NO MORE THAN 36" AFF. NEW VALVES SHALL BE SURFACE

HEAD IN EACH BATH HOUSE UTILIZING THE EXISTING PIPING. THE NEW VALVES

THE CONTRACTOR SHALL INSTALL ONE HANDICAP ACCESSIBLE SHOWER VALVE AND 12.

THE CONTRACTOR SHALL REPLACE THE MEDIA IN BOTH POOL SAND FILTERS.11.

COVER SHALL BE FLUSH WITH THE FINISHED DECKING.

OVERFLOW PIPING HALF WAY BETWEEN EACH VAULT. THE TOP OF THE CLEANOUT

THE CONTRACTOR SHALL INSTALL DOUBLE CLEANOUTS ON THE POOL GUTTER 10.

REPLACE ADDITIONAL PIPE DAMAGED DURING DEMO.

DIFFERENT LOCATIONS. IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO

THE EXISTING CLEANOUTS IN PREPARATION TO INSTALL NEW CLEAN OUTS IN

PRECAUTION TO SAVE THE ATTACHED PIPING. THE CONTRACTOR SHALL REMOVE

ALL EXISTING POOL GUTTER OVERFLOW CLEAN OUTS AND TAKE EVERY

DURING THE DEMO OF THE DECKING THE CONTRACTOR SHALL SAW CUT AROUND 9.

MECHANICAL ROOM THE CONTRACTOR SHALL INSTALL A CHECK VALVE AND A BALL VALVE.

AND HAVE REMOVABLE COVERS. AT THE CONNECTION TO THE WATER LINE IN THE

VALVE BOXES AND INSTALL ONE HOSE BIB IN EACH BOX. BOXES SHALL BE FLUSH MOUNTED

DECK AS SHOWN ON DRAWING ST-101 FROM THE MECHANICAL ROOM TO TWO CONCRETE

THE CONTRACTOR SHALL INSTALL A NEW ¾� SCHEDULED 40 PVC WATER LINE 18" UNDER THE 8.

THE CONTRACTOR SHALL REPLACE ALL FLOOR DRAIN COVERS IN BOTH BATH HOUSES.7.

HANDLE COMPONENTS.

NEW P-TRAPS, SHUT OFF VALVES AND FLEX HOSES. SINK FAUCETS SHALL BE CHROME TWO

SECURELY FASTEN THE SINKS TO THE BLOCK WALLS. INSTALLATION SHALL ALSO INCLUDE

INSTALLATION OF THE NEW SINKS SHALL INCLUDE ALL NECESSARY REINFORCEMENT TO

THE CONTRACTOR SHALL REPLACE ALL SINKS AND FAUCETS IN BOTH BATH HOUSES. 6.

HOUSE. URINALS SHALL BE VITERIOUS CHINA WHITE WALL MOUNTED WITH .5 GPF VALVES.

THE CONTRACTOR SHALL REPLACE ALL URINALS AND FLUSH VALVES IN THE MALE BATH 5.

IN BOTH BATH HOUSES.

THE CONTRACTOR SHALL REMOVE ALL SURFACE MOUNTED SOAP DISHES AND DISPENSERS 4.

TO EXISTING PIPING AND SECURELY FASTENED TO THE WALLS.

HEAD SHALL ALSO BE STAINLESS STEEL. NEW VALVES AND HEADS SHALL BE RECONNECTED

NEW SHOWER VALVES SHALL BE STAINLESS STEEL TWO HANDLE COMPONENTS. SHOWER

THE CONTRACTOR SHALL REPLACE ALL SHOWER VALVES AND HEADS IN BOTH BATH HOUSES. 3.

BE FLUSH WITH THE NEW TILE.

AREA AFFECTED BY THE TILE REPLACEMENT. ELEVATION OF THE NEW DRAIN COVER SHALL

THE CONTRACTOR SHALL REPLACE THE FLOOR DRAIN IN THE FEMALE BATH HOUSE IN THE 2.

MATERIAL SHALL BE REPLACED PRIOR TO FINAL ACCEPTANCE.

AND SUNDECK SO AS NOT TO FILL THE SCREW HEADS. ALL SCREWS THAT ARE FILLED WITH

MOUNTING SCREWS SHALL BE PROTECTED DURING THE APPLICATION OF THE CONCRETE

FASTENED TO THE CLEAN OUT AND MOUNTED FLUSH WITH THE DECKING. ALL CLEAN OUT

DRAINAGE TO THE MANHOLE. ALL CLEANOUTS SHALL HAVE BRASS COVERS SECURELY

PIPE THAT WAS SAVED DURING DEMO. THE CONTRACTOR SHALL PROVIDE POSITIVE

40 PVC PIPING AND CLEAN OUTS BACK TO THE MANHOLE AND CONNECT TO THE SECTION OF

THE CONTRACTOR SHALL INSTALL THE GUTTER DRAIN AND ALL ASSOCIATED 3� SCHEDULED 1.

DIVISION 22 PLUMBING

STALL. NEW DISPENSERS SHALL BE SAN JAMAR (R4000TBK).

THE CONTRACTOR SHALL INSTALL NEW DOUBLE ROLL TOILET TISSUE DISPENSERS IN EACH 2.

HANDRAILS ON THE BACK AND SIDES.

SHOWER AREA WILL BE CONVERTED TO A HANDICAP ACCESSIBLE STALL COMPLETE WITH 36"

NEW PHENOLIC PARTITIONS. THE STALL NEAREST THE RE CONFIGURED OPENING TO THE

THE CONTRACTOR SHALL REPLACE THE TOILET PARTITIONS IN BOTH BATH HOUSES USING 1.

DIVISION 10 SPECIALITIES

ST-101

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Bldg No.

REFERENCE

D e s ig n f a w in g c o d e

Contract No.

Task Order No.

M a r k

A p p r

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NUMBER

SHEET

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FEMALE BATH HOUSE

MALE BATH HOUSE

OFFICE

OFFICE

ft in

150ft 0in

3/4" EXPANSION JOINTS TYPICAL

3/4" EXPANSION JOINTS TYPICAL

ST-501

ST-501

3/4" EXPANSION JOINT TYPICAL

3/4" EXPANSION JOINT TYPICAL

3/4" EXPANSION JOINT TYPICAL

3/4" EXPANSION JOINT TYPICAL

12’ DOUBLE SWING GATE

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NEW 8’ CHAIN LINK FENCING

NEW 8’ CHAIN LINK FENCING

JOINT TYPICAL

WITH PERIMETER 3/4" EXPANSION

4" WIDE X 19" DEEP STORM WATER GUTTER

JOINT TYPICAL

WITH PERIMETER 3/4" EXPANSION

4" WIDE X 19" DEEP STORM WATER GUTTER

3/4" EXPANSION JOINT TYPICAL

WATER GUTTER WITH PERIMETER

4" WIDE X 19" DEEP STORM

ST-501

ST-501

ST-501

TYPICAL 1/8" CONTRACTION JOINT

EXTERIOR FOOTER

MINIMUM THICKNESS 3/16"

COATING SYSTEM, (SUNDECK COLOR BONE WHITE)

ARCHITECTURAL CEMENT

ALL CONCRETE TO BE COVERED WITH AN

TO THE STORM GUTTER

FROM EDGE OF POOL AND WHERE APPLICAPLE

ALL DECKING TO BE SLOPED TO DRAIN AWAY

WITH # 4 BARS SPACED 12" OCEW

ALL NEW DECKING TO BE REINFORCED

(SEE DETAILL ON SHEET ST-501)

THINKENED EDGE TO BE 16" X 12"

(SEE DETAIL ON SHEET ST-501)

EXTERIOR DECK FOOTING TO BE 16" x 36"

VERIFY

OF JOINTS MY VARY, CONTRACTOR TO FIELD

NOT MORE THAN 20’ OCEW EXACT LOCATIONS

SAW CUT CONTRACTIN JOINTS TYPICAL

STRUCTURES (SEE DETAIL ON SHEET ST-501)

AT ALL LOCATION ABUTTING EXISTING

3/4" EXPANSION JOINTS WITH SEALANT

NOTES

TYPICAL

FENCING

LINK

CHAIN

8’

NEW

9ft 11in ft in

THRESHOLD

SLAB AND

EXISTING

SLOPED TO

NEW 4" SLAB

OPTIONAL COLD JOINT (CJ)

OPTIONAL COLD JOINT (CJ)

SUNDECK COATING

CONNECT TO EXISTING WATER SOURCE HERE

AND HOSE BIBS

CONCRETE VALVE BOXES

WTH FLUSH MOUNT

NEW WATER LINE

COATING

SUNDECK

AND HEADS

NEW SHOWER VALVES

DRAINS

NEW FLOOR

HC

STALL

NEW FLOOR DRAIN

HC

SHOWER

NEW SINKS AND FAUCETS

NEW HC SINK

NON SLIP EPOXY SURFACE

LADDER

3/4" EXPANSION

JOINT TYPICAL

LADDER

STEEL COVER

W/DIAMOND PLATE

16" X 16" VAULT

ft in

LADDER 3/4" EXPANSION

JOINT TYPICAL

W/STAINLESS STEEL COVER

STORM DRAIN GUTTER

W/STAINLESS STEEL COVER

STORM DRAIN GUTTER

NON SLIP EPOXY SURFACE

HC SINK

NEW SINKS AND FAUCETS

STALL

HC

LADDER

STAND

6’ LIFEGUARD

POOL

LADDER

STEEL COVER

W/DIAMOND PLATE

16" X 16" VAULT

LADDER

4’-10"

GRADE DIVING BOARD

1 METER COMMERCIAL

LINK FENCING

NEW 8’-0" CHAIN

PC5000

NEW CHEMTROL

STEEL COVER

GUTTER W/STAINLESS

STORM DRAIN

COVER

NEW 18" DRAIN

DRAIN COVER

NEW 18"

STEEL COVER

W/DIAMOND PLATE

16" X 16" VAULT

POOL

LADDER

SUNDECK COATING

STEEL COVER

W/DIAMOND PLATE

16" X 16" VAULT

AND HEADS

NEW SHOWER VALVES

NEW URINALS AND FLUSH VALVES

CONTINUIOUS # 4 BAR WITH MINIMUM 48" OVERLAP

MINIMUM 18" COMPACTED BASE

SINGLE # 5 BAR

3 # 5 BARS 9" OC MIN

CONTINUOUS # 4 BAR WITH MIN 48" OVERLAP

3/4" EXPANSION JOINT WITH FLOWABLE SEALANT

NEW DECKING

POOL GUTTER

EXPANSION JOINT DETAIL

CONTRACTION JOINT DETAIL

ST-101 ST-501

ST-101 ST-501

ST-101 ST-501

ST-101 ST-501

SCALE: 1in = 1 ft

1/8" X 1/5-1/4 DECK THICKNESS

CONRTACTION JOINT WITH FLOWABLE SEALER

APPLIES TO 2.5", 3" AND 4" POSTS

THICKENED EDGE FOOTING/POST DETAIL

PERIMETER GRADE FOOTING/POST DETAIL

APPLIES TO 2.5" AND 3" POSTS

ST-501

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DIRECTORATE OF

FT. HOOD, TEXAS

PUBLIC WORKS

Bldg No.

REFERENCE

D e s ig n f a w in g c o d e

Contract No.

Task Order No.

M a r k

A p p r

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SHEET

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in

1ft 0in ft in ft in

6in

1ft 4in

6in ft in

1ft 4in in

GUTTER VAULT (TOP VIEW) GUTTER VAULT (SIDE VIEW) STORM DRAIN DETAIL

SCALE: 1in = 1 ft

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DIRECTORATE OF

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PUBLIC WORKS

Bldg No.

REFERENCE

D e s ig n f a w in g c o d e

Contract No.

Task Order No.

M a r k

A p p r

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NUMBER

SHEET

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2ft 0in ft in

1ft 4in in

1in ft in

3in

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6in ft in

1ft 0in

4in

1in

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DIRECTORATE OF

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PUBLIC WORKS

Bldg No.

REFERENCE

D e s ig n f a w in g c o d e

Contract No.

Task Order No.

M a r k

A p p r

D a t e

D e s c r ip t io n

NUMBER

SHEET

P lo t s c a le

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Project No.

GUTTER TO REMAIN

VGBA DRAINS TYPICAL

VGBA DRAINS TYPICAL

SUPPLY LINE

2 1/2 INCH EXPOSED WATER

FEMALE BATH HOUSE

MALE BATH HOUSEOFFICE

OFFICE

EXISTING MAN HOLE

GUTTER RETURN TO FILTER

GUTTER OVERFLOW RETURN

GUTTER OVERFLOW RETURN

NEW CLEANOUT

NEW CLEANOUT

NEW CLEANOUT

4’ CONCRETE GUTTER WITH PERFORATOR STAINLESS STEEL GRATE

4’ CONCRETE GUTTER WITH PERFORATOR STAINLESS STEEL GRATE

4’ CONCRETE GUTTER WITH PERFORATOR STAINLESS STEEL GRATE

NEW CLEAN OUT

3" SCHEDULED 40 PVC

DOUBLE CLEANOUT

DOUBLE CLEANOUT

DOUBLE CLEANOUT

DOUBLE CLEANOUT

SCALE: 1/8 IN = 1 FT

GUTTER REMAINS

GUTTER REMAINS

GUTTER REMAINS

ALL EXISTING CONDITIONS TO BE VERIFIED

BY CONTRACTORS PRIOR TO CONSTRUCTION

Project No.

D e s ig n e d B y

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NUMBER

REFERENCE

SHEET

H a rk e r

H e ig h ts T

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AD003421P

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Tank Destroyer Blvd

Tank Destroyer Blvd

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SPUR

SUPPORT AVE

BATTALION AVE

T E

D F

O

BATTALION AVE

C A

R D

761ST TANK BATTALION AVE

761ST TANK BATTALION AVE

d d

MARCI

NKI

EWKZ

BACLE

WHITSON

MINUE RD

MINUE RD

M

IN

U E

SHEET

N

1"=200’

BUILDING LEGEND (POINTS OF INTEREST)

INDEX OF DRAWINGS

HWY 84

HWY 84

HWY 36

F .M

RES.BD.

RES.BD.

R E S . B

D

RES. BD.

R E

S .B

D

KILLEEN

CANTONMENT

AREA

WEST

FORT

HOOD

GATESVILLE

NORTH

FORT

HOOD

RESERVATION

BELTON

LAKE

COPPERAS

COVE

HWY190

HWY190

FORT HOOD AREA MAP

O L

D G

E O

R G

E T

O W

N R

D

E A

S T R

A N

G E R

D

N O

LA

N R

D

FORT HOOD

W E S

T R

A N

G E R

D

C L

A R

K E R

D

H W

Y

35 37

LOCATION

PROJECT

LAREDO

CORPUS

CHRISTI

HOUSTON

AUSTIN

KILLEEN

WACO

FORT WORTH DALLAS

FORT

SMITH

OKLAHOMA

CITY

TULSA

AMARILLO

ALBUQUERUE

SANTA FE

VICINITY MAP

LOUISIANA

MEXICO

MEXICO

TEXAS

ARKANSAS

NEW

MEXICO

ELPASO

OKLAHOMA

GULF OF

SAN ANTONIO

FORT HOOD

WICHITA FALLS

N

SCALE IN MILES

1/2 1

FORT HOOD MILITARY RESERVATION

MAIN CANTONMENT AREA

PROJECT SITE4)

BUILDING 4612 (DIRECTORATE OF PUBLIC WORKS)3)

DARNALL ARMY HOSPITAL2)

III CORPS HEADQUARTERS1)

N

0 100 200

SCALE IN MILES

N

0 5 10

SCALE IN MILES

NORTH SYMBOL

GENERAL SYMBOLS

REVISION NUMBER

WALL TYPE MARK

N

A

A

DOOR MARK

WINDOW MARK

A

A

DETAIL NUMBER

REFERENCE FROM

REFERENCE TO

G-101

C O

V E

R S

H E

E T

FORT HOOD,TEXAS

FORT HOOD DIRECTORATE OF PUBLIC WORKS-ENGINEERING DIVISION

NOTE BY SYMBOL1

SHEET DESCRIPTION

W E S T R

A N

G E R

D

MONTAGUE VILLAGE

VILLAGEII

COMANCHE

CENTRAL DR

LANDFILL

FT.HOOD

W R

A T

T E

N

PATTON

PARK

BATTALION

NORTH

761ST

NORTH

WALKER VILLAGE

HOOD

ARMY

AIRFIELD

HILLIARD

CENTRAL

TEXAS

COLLEGE

HEIGHTS

WEST

FT.HOOD

VILLAGEIII

MURPHY

TURKEYRUN

T

H

N D

H W

Y

T

H

R

D

M U

R P

H Y

T

H

M A

R T

IN

62ND

WAINWRIGHT

TO

VILLAGEI

COMANCHE

T

H

T

H

LIBERTY VILLAGE

OLD IRONSIDES

BATTALION AVE

HELL ON WHEELSC

L

A R

K E R

O A

D C

L A

R K

E R

O A

D

C L E

A R C

R E

E K

US HIGHWAY 190

HELL ON WHEELS

OLD IRONSIDES

WARRIOR WAY

BUSINESS ROUTE 190

US HIGHWAY 190

PERSHING PARK

VENABLE VILLAGE

CHAFFEE VILLAGE

US HIGHWAY 190

RAIL HEAD

McNair Village

TANK DESTROYER RD

COPPERAS COVE RD

WEST RANGE RD

Santa Fe Av e

WAREHOUSE AVE

DESTROYER RD

TANK

COPP

ERAS

COVE

RD

O L

D G

E O

R G

R T

O W

N R

D

TURKEYRUN

C L E

A R C

R E

E K

T

H

EAST

R

AN

G E

R D

NORTH NOLAN RD

WEST RANCIER AVE

SOUTH RANGE RD

F T H

O O

D S

T

T .J

M

IL

L S B

L V

D

C A S

A

B L A N C

A

R

D d

S A F I

R D

PROJECT NO: AD003421P

BLDG 112

RESURFACE MARTIN POOL

POOL SECTIONA-302

POOL PLANA-101

PROJECT SIGNC-501

SITE PLANC-101

COVER SHEETG-101

FINAL RECORD ASBUILT SET

MWR171

114100

14019

14020

16010

16011 n/a n/a

16001 n/a

16002 n/a

297B

296B

16009

36009

14024

MWR171

14011

14010

14008

36008

36007

18000

36005

294B

292B

295B

293B

291B

298B

36046

18023

18021

23023

36042

SCALE: 1" = 40’

SCALE (FEET)

0 40 8020

N C-101

GENERAL NOTES

AND PEDESTRIAN TRAFFIC.

MAXIMUM SAFETY ZONES FOR VEHICLE

FLOW OF TRAFFIC AND TO MAINTAIN

TO PREVENT DISRUPTION TO THE NORMAL

SHALL BE COORDINATED WITH THE COR

TRAFFIC.ALL WORK AROUND THE FACILITY

LOT THAT IS HEAVILY USED WITH THRU

LAYDOWN AREA WILL BE IN A PARKING

PARKING LOT ASPHALT.

TEMPORARY FENCE SHALL NOT PENETRATE

AREA FOR SECURITY PURPOSES.

TEMPORARY FENCE AROUND LAYDOWN

CONTRACTOR SHALL INSTALL

PARKING LOT AREA.

EQUIPMENT IS LOCATED IN THE

LAYDOWN AREA FOR CONTRACTOR

SITE PLAN

S

IT

E P

L A

N

ALL EXISTING CONDITIONS TO BE VERIFIED

BY CONTRACTORS PRIOR TO CONSTRUCTION

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n

DPW

FORT HOOD TEXAS n oi sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P

A L E J

A N

D R

O J

R

FINAL AS-BUILT DOCUMENTS

C O

N T

R A

C T N

O

W -1

-C -0

F

IN

A L A

S -B

U

IL

T D

R A

W

IN

G S

R E

V

IS

E D T

O S

H O

W A

S B

U

IL

T C

O N

D

IT

IO

N S

RECORD DRAWINGS

NUMBER

REFERENCE

SHEET

H a rk e r

H e ig h ts T

X N o la R u th B lv d

AD003421P

-2

-2

P re p a re d b y P

C M

S P

R O J E

C T C

A D M

A N

A G

E M

E N

T S

E R

V

IC

E S L

L C

M

A Y

R E

S U

R F

A C

E M

A R

T

IN

P

O O

L B

L D

G

T J M il ls B lv d

CASA BLANCA RD

SWIMMING POOL

C-501

R

O J E

C T S

IG

N

ALL EXISTING CONDITIONS TO BE VERIFIED

BY CONTRACTORS PRIOR TO CONSTRUCTION

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n

DPW

FORT HOOD TEXAS n oi sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P

A L E J

A N

D R

O J

R

FINAL AS-BUILT DOCUMENTS

C O

N T

R A

C T N

O

W -1

-C -0

F

IN

A L A

S -B

U

IL

T D

R A

W

IN

G S

R E

V

IS

E D T

O S

H O

W A

S B

U

IL

T C

O N

D

IT

IO

N S

RECORD DRAWINGS

NUMBER

REFERENCE

SHEET

H a rk e r

H e ig h ts T

X N o la R u th B lv d

AD003421P

-2

-2

P re p a re d b y P

C M

S P

R O J E

C T C

A D M

A N

A G

E M

E N

T S

E R

V

IC

E S L

L C

M

A Y

R E

S U

R F

A C

E M

A R

T

IN

P

O O

L B

L D

G

DPW

DPW

FORT HOOD TEXAS

DPW POC: ROBERT ERWIN, 254-287-4507

III CORPS & FORT HOOD

[SWPPP]

NOTIFICATION]

[EMERGENCY

[HOSPITAL MAP]

[PERMITS]

"MAKING THE GREAT PLACE - GREATER"

NOTES

PRIME CONTRACTOR: NASCO

BUILDING 5774

8’-0"

0’-3"

0’- 3/4 "

9" CRESTS

TREATED PLYWOOD

4’ X 8’ X 3/4"

1/2" BLACK BORDER TRIM

4" X 4" TREATED TIMBER

2" BLACK HELVETICA FONT

(FRONT AND BACK)

WHITE BACKGROUND

4" BLACK HELVETICA FONT

2.75" BLACK HELVETICA FONT

3" BLACK HELVETICA FONT

1" BLACK HELVETICA FONT

PUBLIC NOTICES

CONTRACTOR

RESURFACE MARTIN POOL

MARCH 2011 - MAY 2011

FRONT SIDE BACK

SCALE: 1/2" = 1’

20 4

C

C

TYPICAL PROJECT SIGNAGE

SCALE (FEET)

PROJECT

HOLES WITH TOPSOIL UPON COMPLETION OF

6. CONTRACTOR SHALL REMOVE SIGN AND FILL

IS THE RESPONSIBILITY OF CONTRACTOR

5. MAINTENANCE OF SIGN

SIGN INFORMATION PRIOR TO FABRICATION

4. CONTRACTOR SHALL VERIFY

LOCATION OF SIGN FOR DIG PERMIT

3. CONTRACTOR SHALL INCLUDE

COMMENCEMENT OF CONSTRUCTION

2. SIGN SHALL BE INSTALLED PRIOR TO

UPRIGHT ABOVE GROUND

SET IN PLACE WITH PEA GRAVEL OR CAN BE BRACED

1. POSTS SHALL EXTEND 24" BELOW GRADE AND

POOL PLAN

SCALE: 1/8" = 1’

SCALE (FEET)

0 8 164

N

P O

O L P

L A

N

A-101

(TYP OF 4)

EXIST FAN

(TYP OF 15)

EXIST BOTTOM INLET

(TYP OF 2)

EXIST VACUUM FITTING

(TYP OF 38)

EXIST SIDEWALL INLET

ROOM

MECHANICAL

ROOM

CL

(TYP OF 2)

EXIST MAIN DRAIN

GENERAL NOTES

A

A

A

A

(TYP OF 10)

TILE RACING LANES

11. APPLY 3X3 TILE TO THE GUTTER OVERFLOW WALL.

10. APPLY SUNDEK (COLOR: WHITE) TO GUTTER AND POOL EDGE ABOVE WATER LEVEL TO MATCH EXISTING SUNDEK TEXTURE.

9. DEMO EXISTING GUTTER DRAIN GRILL COVERS AND INSTALL NEW FLUSH WITH NEW PEBBLE FINISH.

8. LAP LANE STRIPING SHALL BE TILED (COLOR: BLACK) AND FLUSH WITH NEW PEBBLE POOL FINISH.

7. PREPARE NEW PEBBLE SURFACE ACCORDING TO THE MANUFACTURER�S INSTRUCTIONS.

6. APPLY NEW PEBBLE POOL FINISH (3/4" THICKNESS, COLOR: WHITE PEARL, SMOOTH,15 YEAR WARRANTY) TO POOL CONCRETE SURFACES INCLUDING GUTTER ACCORDING TO THE PLASTER MANUFACTURER�S INSTRUCTIONS CREATING A SMOOTH SURFACE.

5. PREPARE CONCRETE ACCORDING TO THE PEBBLE MANUFACTURER�S INSTRUCTIONS BEFORE APPLYING PEBBLE POOL FINISH.

4. DEMO EXISTING PAINT AND PLASTER FROM ALL POOL SURFACES INCLUDING GUTTER (UP 6" VERTICAL SIDE OF THE GUTTER) TO BARE CONCRETE. ENSURE COMPLETE REMOVAL OF EXISTING PLASTER ON ALL SURFACES.

3. IN THE EVENT OF RAIN CONTRACTOR SHALL PUMP WATER FROM POOL.

2. CONTRACTOR SHALL SEAL ALL POOL DRAINS PRIOR TO DEMOLITION AND REMOVE SEALS AFTER PAINTING THE POOL.

1. CONTRACTOR SHALL INSTALL TEMPORARY RELIEF VALVE SYSTEM TO POOL TO PREVENT FLOATING DAMAGE TO POOL CAUSED BY GROUND WATER PRESSURE DURING CONSTRUCTION DURATION.

ALL EXISTING CONDITIONS TO BE VERIFIED

BY CONTRACTORS PRIOR TO CONSTRUCTION

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n

DPW

FORT HOOD TEXAS n oi sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P

A L E J

A N

D R

O J

R

FINAL AS-BUILT DOCUMENTS

C O

N T

R A

C T N

O

W -1

-C -0

F

IN

A L A

S -B

U

IL

T D

R A

W

IN

G S

R E

V

IS

E D T

O S

H O

W A

S B

U

IL

T C

O N

D

IT

IO

N S

RECORD DRAWINGS

NUMBER

REFERENCE

SHEET

H a rk e r

H e ig h ts T

X N o la R u th B lv d

AD003421P

-2

-2

P re p a re d b y P

C M

S P

R O J E

C T C

A D M

A N

A G

E M

E N

T S

E R

V

IC

E S L

L C

M

A Y

R E

S U

R F

A C

E M

A R

T

IN

P

O O

L B

L D

G

147’-7"

1’-10"1’-10"

5’-0"

1’-0"

5’-0"

1’-0"

A-302

O

O L S

E C

T

IO

N

ALL EXISTING CONDITIONS TO BE VERIFIED

BY CONTRACTORS PRIOR TO CONSTRUCTION

Project No.

D e s ig n e d B y

D a te

M a rk

Bldg. No.

F T

H O

O D T

E X

A S

S A

N T

A F

E E

N G

IN

E E

R D

R

B

L D

G

F O

R T H

O O

D T

E X

A S

P U

B L

IC

W

O R

K S

D

IR

E C

T O

R A

T E

D a te

D e s c ri p ti o n

DPW

FORT HOOD TEXAS n oi sivi

D secivreS & gn ir ee ni g n

E

D ir ec to rat eofPublic

W o rk s

P

A L E J

A N

D R

O J

R

FINAL AS-BUILT DOCUMENTS

C O

N T

R A

C T N

O

W -1

-C -0

F

IN

A L A

S -B

U

IL

T D

R A

W

IN

G S

R E

V

IS

E D T

O S

H O

W A

S B

U

IL

T C

O N

D

IT

IO

N S

RECORD DRAWINGS

NUMBER

REFERENCE

SHEET

H a rk e r

H e ig h ts T

X N o la R u th B lv d

AD003421P

-2

-2

P re p a re d b y P

C M

S P

R O J E

C T C

A D M

A N

A G

E M

E N

T S

E R

V

IC

E S L

L C

M

A Y

R E

S U

R F

A C

E M

A R

T

IN

P

O O

L B

L D

G

SCALE: 3/16" = 1’101

A

0 4 8

SCALE (FEET)

SCALE: 3/16" = 1’101

A

0 4 8

SCALE (FEET)

A

A

POOL SECTION

POOL SECTION

147’-7"

10’-0"11’-0"15’-0"

" 7

77’-6"

WATER LEVEL

WATER LEVEL