Pages 1-8.pdf

dn00g001_339673.dgn

CONTRACT DOCUMENTS

FOR

CONSTRUCTION OF THE

FILENAME: PLOT DATE: PLOT TIME:dn00g001_339673.dgn 6/30/2008 5:59:36 PM

CH2M Hill Project No. 339673

TEXAS AIR NATIONAL GUARD

REPLACE ELLINGTON FIRE STATION

ELLINGTON FIELD - HOUSTON, TEXAS

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA 33410

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

ANG Project No. FWJH059032

JUNE 27, 2008

FINAL SUBMITTAL

INDEX OF DRAWINGS

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

N CAMARGO

DV GARSKE

INDEX OF DRAWINGS

LOCATION AND VICINTY MAPS

G-002

N CAMARGO

VICINITY MAP

NTS

N

LOCATION MAP

NTS

N

PROPOSED

FIRE STATION

PROJECT

LOCATION

G-001

G-002

D-101

C-101

C-110

C-120

C-501

C-502

C-503

A-001

A-101

A-110

A-120

A-121

A-130

A-140

A-150

A-160

A-201

A-202

A-301

A-310

A-311

A-401

A-402

A-403

S-001

S-101

S-102

S-201

S-501

S-510

S-520

S-521

S-601

P-001

P-101

P-401

P-501

P-502

P-601

P-602

P-610

FP-001

FP-101

FP-501

M-001

M-101

M-301

M-302

M-401

M-501

M-502

M-601

M-610

M-611

E-001

E-100

E-101

E-110

E-120

E-130

E-140

E-150

E-160

E-401

E-501

E-502

E-503

E-504

E-505

E-506

E-601

E-602

E-603

E-604

E-605

E-610

E-620

GENERAL

CIVIL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

PLUMBING

STRUCTURAL

ARCHITECTURAL

COVER SHEET

INDEX OF DRAWINGS, LOCATION AND VICINITY MAPS

SITE DEMOLITION PLAN

CIVIL SITE PLAN

PAVING GRADING AND DRAINAGE PLAN

ARCHITECTURAL LEGENDS AND GENERAL NOTES

ARCHITECTURAL LIFE SAFETY PLAN

ARCHITECTURAL FLOOR PLAN

ARCHITECTURAL DIMENSION PLAN

ARCHITECTURAL REFLECTED CEILING PLAN

ARCHITECTURAL ROOF PLAN

ARCHITECTURAL WALL TYPES PLAN

NORTH AND SOUTH EXTERIOR ELEVATIONS

EAST AND WEST EXTERIOR ELEVATIONS

ARCHITECTURAL BUILDING SECTIONS

ARCHITECTURAL WALL SECTIONS

ARCHITECTURAL WALL SECTIONS

STRUCTURAL GENERAL NOTES

STRUCTURAL SCHEDULES

PLUMBING LEGENDS & ABBREVATIONS

PLUMBING FLOOR PLAN

PLUMBING ENLARGED PLANS

PLUMBING DETAILS

PLUMBING DETAILS

SANITARY STACK DIAGRAM

WATER RISER DIAGRAM

PLUMBING SCHEDULES

FIRE PROTECTION LEGENDS AND ABBREVIATIONS

FIRE PROTECTION FLOOR PLAN

FIRE PROTECTION DETAILS

MECHANICAL LEGENDS AND ABBREVIATIONS

MECHANICAL FLOOR PLAN

MECHANICAL SECTIONS

MECHANICAL SECTIONS

MECHANICAL ENLARGED FLOOR PLANS

MECHANICAL DETAILS

MECHANICAL DETAILS

MECHANICAL CONTROLS

MECHANICAL SCHEDULES

MECHANICAL SCHEDULES

ELECTRICAL LEGEND AND ABBREVIATIONS

ELECTRICAL SITE PLAN

ELECTRICAL PHOTOMETRIC SITE PLAN

ELECTRICAL LIGHTING PLAN

ELECTRICAL POWER PLAN

ELECTRICAL COMMUNICATIONS PLAN

ELECTRICAL ROOF PLAN

PANELBOARD SCHEDULES

STRUCTURAL SECTIONS AND DETAILS

STRUCTURAL SECTIONS AND DETAILS

STRUCTURAL SECTIONS AND DETAILS

STRUCTURAL FOUNDATION PLAN

STRUCTURAL ROOF FRAMING PLAN

STRUCTURAL FRAMING ELEVATIONS

ELECTRICAL MECHANICAL & SPECIALTY SYSTEMS

ELECTRICAL FIRE ALARM AND SECURITY PLAN

ELECTRICAL SITE DETAILS

ELECTRICAL POWER DETAILS

ELECTRICAL COMMUNICATIONS DETAILS

ELECTRICAL MISCELLANEOUS DETAILS

ELECTRICAL LIGHTNING PROTECTION DETAILS

ELECTRICAL GENERATOR DETAILS

ELECTRICAL ONE LINE DIAGRAM

ELECTRICAL RISER DIAGRAMS

ELECTRICAL RISER DIAGRAMS

ELECTRICAL RISER DIAGRAMS

ELECTRICAL LIGHT FIXTURE SCHEDULE

STRUCTURAL TYPICAL DETAILS

A-601

A-602

S-522 STRUCTURAL SECTIONS AND DETAILS

S-523 STRUCTURAL SECTIONS AND DETAILS

L-101

L-501

LANDSCAPE

LANDSCAPE SITE PLAN

LANDSCAPE DETAILS

A-151 ARCHITECTURAL WALL TYPES DETAILS

DOOR AND WINDOW TYPES AND SCHEDULES

A-501

A-502

ARCHITECTURAL DETAILS

ARCHITECTURAL DETAILS

ENLARGED PLANS AND INTERIOR ELEVATIONS

ENLARGED PLANS AND INTERIOR ELEVATIONS

ENLARGED PLANS AND INTERIOR ELEVATIONS

ROOM FINISH SCHEDULE

CIVIL DETAILS

CIVIL DETAILS

CIVIL DETAILS

C-401 ENLARGED SITE PLANS

C-510 CIVIL DETAILS

CIVIL UTILITY PLAN

A-302 ARCHITECTURAL BUILDING SECTIONS

ENLARGED PLANS AND INTERIOR ELEVATIONSA-404

A-503 ARCHITECTURAL DETAILS

ELECTRICAL RISER DIAGRAMS

ARCHITECTURAL WALL SECTIONSA-312

ARCHITECTURAL EQUIPMENT PLAN AND SCHEDULE

ELECTRICAL ENLARGED PLANS

C-504 CIVIL DETAILS

ARCHITECTURAL HARDSCAPE SITE PLAN

E-102 ELECTRICAL SITE LIGHTING PLAN

E-507 ELECTRICAL SITE POWER DETAILS

FWJH059032

C-402 ENLARGED CONTROL AND EXPANSION JOINT PLAN

JUNE 2008

MAINTAIN, REPAIR AND ALTER BASE FIRE STATION

MAINTAIN, REPAIR AND ALTER BASE FIRE STATION

A-1

A-2

PROJECT No 84120 (PROVIDED FOR REFERENCE ONLY)

S-401 STRUCTURAL ENLARGED PLANS

E-402 ELECTRICAL ENLARGED PLANS

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn00g002_339673.dgn 7/1/2008 2:31:28 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

CBCBCBCB

CBCBSCB

CO

S

BUILDING

(BY OTHERS)

PREDATOR

OPERATIONS

COMPLEX

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn05d101_339673.dgn 6/30/2008 6:08:11 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

1"=30’-0"

N

BRANTLY AVE

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

T MARTIN

D-101

D BETANCES

0 30 60 90

1"=30’-0"

DEMOLITION PLAN

LEGEND:

//////////////////////////////////// SITE DEMOLITION PLAN

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

FENCE

REMOVE EXISTING

ASPHALT PAVEMENT

NOTES:

14.61’

232.31’

70807

.3

.5

.8

.5

.5

.4

.9

.5

.3

.6

143.36’

43696

EXISTING GAS LINE

EXISTING CONCRETE

DRIVEWAY TO REMAIN

EXISTING CONCRETE

BID ALTERNATE 1 & 3

133’

40538

161.6’

49255

69.9’

21307

27.22’

REMOVE EXISTING

CONCRETE PAVEMENT

BID ALTERNATE 1 & 3

CONSTRUCTION ACTIVITY POLLUTION PREVENTION

GENERAL NOTES:

C ALEXANDER

EXIST CH #2

SET 3/8" IR W/CAP

N = 13791964.920

E = 3185594.738

ELEV = 32.01

160.28’

48854

.4

REMOVE EXISTING AT GRADE AND

BURIED CONCRETE BELOW GRADE

REMOVE EXISTING

WASH RACK

EXISTING CONCRETE

DRIVEWAY TO REMAIN

29.96’

EXISTING SANITARY

SEWER LINE (TO REMAIN)

EXISTING DITCH

EXISTING DITCH

EXISTING WATERLINE

(TO BE REMOVED

SEE SHEET C-120)

CONTRACTOR TO PROVIDE A TEMPORARY

6’ HIGH CONSTRUCTION FENCE ALONG LIMITS

OF CONSTRUCTION.

CONSTRUCTION FENCE ALONG EASTERN

LIMITS OF CONSTRUCTION (THE RUNWAY SIDE)

TO HAVE WOVEN FABRIC ATTACHED.

CONTRACTOR TO FIELD VERIFY DIMENSIONS

BEFORE START OF ANY DEMOLITION WORK.

DIMENSIONS PROVIDED ARE BASED ON BEST

AVAILABLE INFORMATION.

COORDINATE ALL UTILITY SHUTDOWNS WITH

BASE UTILITIES PERSONNEL & CONTRACTING

OFFICER.

RESET EXISTING 1951 BENCHMARK LOCATED

NORTHEAST OF BUILDING 1183.

1.

2.

3.

4.

5.

EXISTING 6" SANITARY

AND 2" WATER TO BE

REMOVED SILT FENCING WILL BE INSTALLED ALONG THE PERIMETER OF THE SITE PER THE CITY OF

HOUSTON STORMWATER POLLUTION PREVENTION PLAN DETAILS PRIOR TO THE START

OF CONSTRUCTION TO CONTROL SEDIMENTATION.

FILTER FABRIC WILL BE PLACED UNDER EXISTING AND PROPOSED INLETS GRATES

DURING CONSTRUCTION UNTIL PAVING OPERATIONS HAVE BEEN COMPLETED.

STRAW BALES WILL BE INSTALLED AT THE PERIMETER OF ALL EXISTING AND PROPOSED

INLETS PER THE CITY OF HOUSTON STORMWATER POLLUTION PREVENTION PLAN

DETAILS.

STABILIZED CONSTRUCTION ENTRANCES WILL BE CONSTRUCTED TO PREVENT

TRACKING OF SOILS OFFSITE.

CONSTRUCTION VEHICLES WILL BE WASHED DOWN ONSITE TO PREVENT TRACKING OF

MATERIALS OFFSITE.

CONTRACTOR AND CONTRACTING OFFICER WILL MONITOR DISCHARGES INTO DITCH

FOR TURBIDITY AND EROSION � FOR DISCHARGES DURING CONSTRUCTION ACTIVITIES.

ALL WASTES FROM CONSTRUCTION ACTIVITIES WILL BE DISCARDED IN ACCORDANCE

WITH ALL APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS.

THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE

ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT

COMPLETION OF CONSTRUCTION.

THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND

SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN

AREAS HAVE BEEN STABILIZED.

CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC., ARE

CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE.

SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE

REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE

HEIGHT OF THE BARRIER.

SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH

RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS

SHALL BE MADE IMMEDIATELY.

SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME

INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL

NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.

THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.

FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO TX DOT

ROADWAY STANDARDS EC (1-8) 93.

ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE

OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED

SOLIDS TO THE RECEIVING OUTFALL.

THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT CONTROL MEASURES

REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL

APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES AND MAY NEED TO

INSTALL ADDITIONAL CONTROLS.

THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT THAT LEAVES

THE SITE AND CHANGES ANY DOWNSTREAM CONDITIONS BY RAISING CHANNEL BOTTOMS

AND/OR CLOGGING OUTFALL CULVERTS, AND/OR CLOGGING OUTFALL CULVERTS.

FWJH059032

REMOVE EXISTING AT GRADE AND

BURIED CONCRETE SLAB (8" THICK)

BELOW GRADE

DEMOLISH EXISTING

HANDICAPPED RAMP

ABANDON IN PLACE

EXISTING GAS LINE

FEET

MILIMETER

DIMENSIONS

173.2’

52793

JUNE 2008

PROPOSED BUILDING

FOOTPRINT

ABANDON

4" CLAY TILE

ABANDON AND CAP

GAS DISTRIBUTION

PIPING

ABANDON AND CAP

GAS DISTRIBUTION

PIPING

CO

S

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn05c101_339673.dgn 6/30/2008 6:00:52 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

SITE PLAN

1"=30’-0"

N

BUILDING 1193

BUILDING

BRANTLY AVE

(BY OTHERS)

PREDATOR

OPERATIONS

COMPLEX

REPLACEMENT FIRE STATION

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

T MARTIN

C-101

CIVIL

SITE PLAN

D BETANCES

0 30 60 90

1"=30’-0"

24’

137.5’

41910

51.5’

15697

.5

113.59’

34623 43.51’

13262

15’ R

EXIST CH #2

SET 3/8" IR W/CAP

N = 13791964.920 E = 3185594.738

ELEV = 32.01

C L

APRON LIMITS

30’ R

15’ R

50’ R

15’ R

40’ R

50’ R

50’ R

CONCRETE STOOP

C401

C401

.8

46.79’

14260

15.5’

.8

RAISED 3’ HIGH

CONC PLANTERS

BIKE RACK

C ALEXANDER

SMOKING AREA

C401

5’ R

LEFVP

20’

.1

3.06 Ac

SITE DATA

SETBACKS

100’

33’

REQUIRED PROPOSED

43.51’

PARKING REQUIREMENTS

FIRE STATION

TOTAL SPACES

REQUIRED PROPOSED

30 30

1 1

TOTAL SITE AREA (133,506 SF)

(LIMITS OF CONSTRUCTION)

113.59’

2 2

ARMY AIRCRAFT HANGER

PREDATOR OPERATIONS COMPLEX

7.64’

PAD MOUNTED

TRANSFORMER

TOTAL BUILDING SQUARE FOOTAGE = 22,944 SF

(BUILDING FOOTPRINT)

BUILDING FFE

PROPOSED BUILDING COVERAGE

PERVIOUS AREA (54,150 SF)

IMPERVIOUS AREA (EXCLUDING BUILDING)

ASPHALT AREA (17,698 SF)

CONCRETE AREA (38,714 SF)

UNIT TRAINING ASSEMBLY (UTA) OCCUPANCY

0.53 Ac

32.75’

17.20%

1.24 Ac

1.29 Ac

0.40 Ac

0.89 Ac

39 Oc

15’ R

50’ R

HANDICAP PARKING

VISITOR PARKING

N 13791770.93

E 3185707.14

N 13791771.86

E 3185725.45

9’ PARKING

STALL (TYP)

67.17’

20472

11.47’

5’ R

24" STOP SIGN (TYP)

LIMITS OF

CONSTRUCTION

AC UNITS

LEFVP

CARPOOL

PARKING

75% UTA

VISITOR PARKING

HANDICAP SPACES

EXISTING POWER

POLE AND OVERHEAD

LINE TO BRANTLY AVE

TO BE REMOVED

12’ X 10’ DUMPSTER PAD

(SEE DETAIL 8 ON SHEET C501)

ASPHALTIC CONCRETE

PAVEMENT (FLEXIBLE)

TYPE "II" CURB (TYP)

CONCRETE DRIVEWAY

(SEE SHEET C-402 FOR

JOINT LAYOUT PLAN)

FWJH059032

NEW

FIRE HYDRANT

CONCRETE STOOP

EXISTING CONCRETE DRIVEWAY

EXISTING

FENCE

ENTRANCE

EXISTING FIRE HYDRANT

(BY BURNS & MCDONNELL)

EXISTING FIRE HYDRANT

SECURITY BARRIER (TYP)

(SEE DETAIL 9 ON SHEET S510)

EMERGENCY

GENERATOR

STOP SIGN

& NO RIGHT

TURN SIGN

CONCRETE DRIVEWAY

(SEE SHEET C-402 FOR

JOINT LAYOUT PLAN)

PATIO

N 13791822.64

E 3185820.14

N 13791828.46

E 3185933.82

N 13791942.08

E 3185616.78

N 13792009.34

E 3185739.18

EXISTING

AIRCRAFT APRON

NEW 6’ SECURITY FENCE

NEW 6’

SECURITY FENCE

30’ R

6’-6" x 6’-6" CONC PAD

FOR NEW ANTENNA MAST.

ANTENNA BY OTHERS

CONCRETE APRON

FEET

MILIMETER

LEGEND

LIMITS OF CONSTRUCTION

ATFP

SIGN

CONCRETE (SIDEWALK)

SURFACE

LIGHT POLE

LOW EMITTING FUEL VEHICLE PARKING

24" WHITE STOP BAR

DIMENSIONS

JUNE 2008

BOLLARDS TYP (SEE

DETAIL 16 SHEET A-503)

BOLLARDS TYP (SEE DETAIL

16 SHEET A-503)

P h o n e B o x

E le c . B o x

P o w e r P o le

E le c . B o x

P o w e r P o le

D o w n G u y

P o w e r P o le

P h o n e B o x

P h o n e B o x

P o w e r P o le

P o w e r P o le

P o w e r P o le

F ir e H y d

E le c . B o x

E le c . B o x

P r k g . L ig h t P o le

S a n ita r y

M a n h o le

R im

.9

E L

E V

.5

E

.8

P N

T . N

O . 3

S E

T

D

N A

IL

N

.2

E

.0

E L

E V

.9

C H

C H

E L

E V

.2

E

.4

N

.4

C H

N

.8

S E

T

D

N A

IL

E

.8

P N

T . N

O . 7

E L

E V

.0

S

E T

/8

I

R W

/C A

P

S E

T ’X

’ C U

T

IN

C O

N C

C H

E L

E V

.5

E

.5

N

.6

S E

T

/8 I

R W

/C A

P

C H

E L

E V

.0

C H

S E

T

/8 I

R W

/C A

P

T B

M

F N

D

/8 I

R W

/C A

P N

.8

E

.0

E L

E V

.4

E L

E V

.6

E

.8

N

.9

T B

M

F N

D M

A G

. N A

IL

W

/S H

IN

E

R

F N

D M

A G

. N A

IL

W

/S H

IN

E

R

N

.5

T B

M

E

.0

E L

E V

.5

.0

.0

.0

27.00

.0

28.00

28.00

.0

29.00

29.00

29.00

.0

.0

.0

30.00

30.00

30.00

.0

.0

30.00

30.00

30.00

30.00

.0

30.00

.0

.0

31.00

31.00

31.00

.0

31.00

31.00

31.00

31.00

31.00

.0

.0

31.00

31.00

.0

31.00

31.00

.0

31.00

31.00

.0

31.00

.0

32.00

32.00

32.00

.0

32.00

32.00

.0

32.00

.0

32.00

32.00

32.00

32.00

.0

32.00

32.00

32.00

.0

33.00

.0

33.00 33.00

34.00

N

.5

E

.1

E L

E V

.9

S E

T

/8 I

R W

/C A

P

S E

T M

A G

. N A

IL

N

.2

E

.5

E L

E V

.3

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

X=318 5625.9

Y=137

91676.

X=318 5625.9

Y=137

91676.

X=318 5625.9

Y=137

91676.

X=318 5625.9

Y=137

91676.

X=318 5482.0

Y=137

92287.

PREDATOR

OPERATIONS

COMPLEX

BUILDING 1193

BUILDING

(BY OTHERS)

(FF ELEV = 32.75)

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn05c110_339673.dgn 6/30/2008 6:01:29 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

C B

C B

CB

CB C

B

XXXXXX

1"=30’-0"

NPAVING, GRADING & DRAINAGE PLAN

31.65

31.2

.6

32.17

31.75

31.10

BRANTLY AVENUE

REPLACEMENT FIRE STATION

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

T MARTIN

C-110

D BETANCES

0 30 60 90

1"=30’-0"

AS-BUILT

GRATE

ELEV

AS-BUILT

INVERT

ELEV

GRATE

ELEV

STRUCTURE

ID

TYPE

C

C

A-4

A-5

A-6

C

C

C

CLEAN OUT (TYP.)

LEGEND:

CB

30.85

30.2

31.00

30.90

31.9 0 31.90

31.65

31.4

.9

.0

31.1

AND DRAINAGE PLAN

PAVING, GRADING

A-1

A-2

A-3

A-4

A-5

A-6

A-1

A-2

A-3

23.55

23.70

24.90

25.10

25.30

25.60

30.50

29.60

31.50

32.20

31.00

31.50

113 LF

12" RCP

91 LF

18" RCP

MATCH EXISTING

GRADE

18" RCP OUTFALL PIPE TO

DETENTION POND

MATCH EXISTING

GRADE

TIE INTO EXISTING CURB

MATCH EXISTING

GRADE

CONCRETE DRIVEWAY

MATCH EXISTING

GRADE

32.1 7 32.17

C

C -5

.1

B

C-502

A

C -5

30.8

.1

FF ELEV = 32.75 NGVD FF ELEV = 32.25 NGVD

138 LF

12" RCP

CONCRETE APRON

CLEAN OUT (TYP.)

MATCH EXISTING GRADE

30.8

ASPHALT

PAVEMENT

31.65

31.65

29.8

29.90

TYPE "II"

HIGHSIDE

CURB

TYPE "II"

CURB

PAVEMENT RESTORATION

PER DETAIL

PAVEMENT RESTORATION

E (MH)

.5

5 31.65

.1

5 32.25

.7

2%

2%

8" PVC (SDR 35)

ROOF LEADER (TYP)

(SEE PLUMBING PLANS)

8" PVC (SDR 35)

ROOF LEADER (TYP.)

(SEE PLUMBING PLANS)

C ALEXANDER

8" PVC (SDR 35)

ROOF LEADER (TYP.)

(SEE PLUMBING PLANS)

75 LF

18" RCP

TYPE "II"

CURB

TYPE "II"

HIGHSIDE

CURB

CONCRETE

PAVEMENT

REFER TO FIRE PROTECTION

PLAN FOR CONTINUATION

(SHEET FP-101)

105 LF

18" RCP

STRUCTURE TABLE

INVERT

ELEV

FWJH059032

CATCH BASIN

MANHOLE

CLEAN OUT

FURNISH 6" THICK 4’ BY 4’ REINFORCED

SPILLWAY SLOPED TO GRADE INTO POND

JUNE 2008

CO

S

BUILDING 1193

BUILDING

PREDATOR

OPERATIONS

COMPLEX

(BY OTHERS)

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

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K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn05c120_339673.dgn 6/30/2008 6:02:47 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

1"=30’-0"

NWATER & SEWER PLAN

BRANTLY AVE

REPLACEMENT FIRE STATION

8" FIRE WATER

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

T MARTIN

C-120

D BETANCES

0 30 60 90

1"=30’-0"

LEGEND:

2" 90%%d ELBOW

EXISTING 2"

DOMESTIC WATER

REMOVE 8" FIRE WATER AND 2" DOMESTIC

WATER WITHIN LIMITS OF PROPOSED

FIRE STATION

2" DOMESTIC WATER

UTILITY PLAN

8" 90%%d ELBOW

SAN SEWER SERVICE

6" PVC (SDR 35)

C ALEXANDER

REFER TO PLUMBING

PLANS FOR INVERT

AT BUILDING

8" 90%%d ELBOW

PROPOSED 8" FIRE WATER (BY OTHERS)

PROPOSED 2" DOMESTIC WATER (BY OTHERS)

PLUG EXISTING 2"

DOMESTIC WATER

WITH 2" VALVE AND

2" PLUG

PLUG EXISTING 8"

FIRE WATER

WITH 8" VALVE AND

8" PLUG

CIVIL

EXISTING SEWER

MANHOLE INV. = 26.82

FH

TEE

90 DEGREE ELBOW

WM

SEWER MAIN

EXISTING GAS LINE

VALVE

2" 90%%d ELBOW

8" 90%%d ELBOW

TIE INTO

8" FIRE WATER

8"x8" TEE

TIE INTO EXISTING 2" TEE

DOMESTIC WATER

2" GAS LINE

TIE INTO EXISTING GAS LINE

TIE INTO EXISTING

SANITARY SEWER MAIN

PER WYE CONNECTION

DETAIL (SHEET C-510)

SEE SHEET P-101

EXISTING 2" DOMESTIC WATER

EXISTING 8" FIRE WATER

3" WATER TO

APPARATUS BAY

FWJH059032

TIE INTO EXISTING

2" DOMESTIC WATER

90%%d ELBOW

TIE INTO EXISTING

8" FIRE WATER

8" 90%%d ELBOW

EXISTING 8"

FIRE WATER

C120

ENLARGED PLAN

2" GATE VALVE

6" x 4" TEE, 4" GATE VALVE, AND 4" X 3" REDUCER

6" FIRE WATER

PIV VALVE

2" DOMESTIC WATER

2" X 2" TEE

2" GATE VALVE

8" GATE VALVE

8" X 6" TEE

8" GATE VALVE

TIE INTO EXISTING

8" FIRE WATER

8" 90%%d ELBOW

TIE INTO EXISTING

2" DOMESTIC WATER

90%%d ELBOW

1"=10’-0"

4" 90%%d ELBOW

NOTES:

INSTALL TRACER WIRE ON ALL UNDERGROUND

WATER AND GAS LINES.

CONCRETE PADS TO BE CONSTRUCTED ON ALL

VALVES ON SOUTH SIDE OF BUILDING. PADS TO

BE 24" X 24", 8" THICK REINFORCED CONCRETE

WITH 4 - #4 BARS. VALVE TO BE CENTERED.

OIL / WATER SEPARATOR IS PROVIDED AND

INSTALLED BY PLUMBING CONTRACTOR.

DECON HOLDING TANK IS PROVIDED AND

INSTALLED BY PLUMBING CONTRACTOR.

1.

2.

3.

4.

JUNE 2008

TIE INTO EXISTING

SANITARY SEWER MAIN

PER WYE CONNECTION

DETAIL (SHEET C-510)

EXISTING SANITARY

SEWER MAIN

SANITARY SEWER MAIN

6" PVC (SDR 35)

DECON HOLDING

TANK

3OIL / WATER SEPARATOR

INSTALL VALVE

NEW FIRE HYDRANT

6" GATE VALVE

8" X 6" TEE

BOLLARDS TYP (SEE

DETAIL 16 SHEET A-503)

BOLLARDS TYP (SEE

DETAIL 16 SHEET A-503)

GSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGSGS

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn05c401_339673.dgn 6/30/2008 6:03:46 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

JUNE 27, 2008

XXXX

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

T MARTIN

C-401

D BETANCES

1"=10’

1"=10’

WEST ENTRANCE DETAIL

EAST ENTRANCE DETAIL

PARKING LOT

FIRE STATION

FIRE STATION

C ALEXANDER

22.5’

.0

24.84’

98.17’

29921

.0

8.17’

.8

28’

.3

.5

.6

0 10 20 30

1"=10’

N

PARKING LOT DETAIL

CONCRETE

SIDEWALK

8’

6’

10.5’

6’

8’

1"=10’

ENLARGED SITE PLANS

14.75’

111’

33834

9’

.9

9’

111’

33833

17.5’

9’

12.5’

.5

VISITOR

PARKING

CARPOOL

PARKING

HANDICAP

PARKING

SMOKING / SITTING

AREA (8’ BENCH)

BIKE

RACK

HANDICAP RAMP

(SEE DETAIL 5

ON SHEET C502)

STOP SIGN

& STOP BAR

(TYP)

SECURITY BARRIER

(SEE DETAIL 9 ON

SHEET S510)

(TYP)

.5

5.5’

102.01’

31091

.2

.5

.6

38’

11582

6’

LOW EMITTING FUEL

VEHICLE PARKING

STOP BAR (TYP)

STOP SIGN

STOP SIGN

& STOP BAR

(TYP)

SEE DETAIL 5

SHEET C501

R

4.

5’

R

R

10’

R 5.5’1676

R 16.5’5029

R 3’

R 10.5’3200

R .5

R

4.5’1

R .5

R

50’

15240

R

50’1

20.76’

EDGE OF CONCRETE

LIMITS OF CONSTRUCTION

6’-6" x 6’-6" CONCRETE

PAD FOR FUTURE ANTENNA

MAST ANTENNA BY OTHERS

3’ RAISED PLANTER

(SEE DETAIL 13 ON

SHEET S-510)

CARPOOL

PARKING

24.58’

30.34’

24.58’

18.67’

FWJH059032

R

.0

FIRE

HYDRANT

HANDICAP RAMP

(SEE DETAIL 5

ON SHEET C502)

ASPHALT CONCRETE

PAVEMENT

ASPHALT CONCRETE

PAVEMENT

CONCRETE

PAVEMENT

CONCRETE

PAVEMENT

CONCRETE

PAVEMENT

JUNE 2008

BOLLARDS TYP (SEE

DETAIL 16 SHEET A-503)

BOLLARDS TYP (SEE

DETAIL 16 SHEET A-503)

X=31

5.998

Y=13

76.76

X=31

5.998

Y=13

76.76

X=31

5.998

Y=13

76.76

X=31

5.998

Y=13

76.76

TOOLED NOSING

1/2" RADIUS

TYPICAL

16"

SAW CUT

1/8" TO 1/4"

SLIDE DOWELS MUST BE PLACED

AND MAINTAINED AS PARALLEL

W/ SLAB SURFACE AND PERPEND.

TO JOINT FACE THRU POUR

3/4" X 1’-4" @ 16" O.C.

SMOOTH DOWELS W/ BOND

BREAKER COATING ONE END

NOTE:

1/8" TO 1/4"

SAW CUT

/4

T

C

L

/2

T

/4

T

8" 8"

FILL JOINT WITH

SEALANT

FILL JOINT WITH

SEALANT

x x x x x x

C

L

C

L

1" = 20’

TYPICAL THICKENED EDGE

3/4"=1"

NTS

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

T MARTIN

C ALEXANDERD BETANCES

FWJH059032

ENLARGED CONTROL AND

EXPANSION JOINT PLAN

C-402

JOINT LAYOUT

/8

15’-0" TYP

T

Y P

T

Y P

15’-0" TYP

THICKENED EDGE

(SEE DETAIL 2)

THICKENED EDGE

(SEE DETAIL 2)

THICKENED EDGE

(SEE DETAIL 2)

ASPHALT PAVEMENT

#5 BARS

8" SLAB DOWELED CONST JOINT

THICKENED EDGE

(SEE DETAIL 2)

THICKENED EDGE

(SEE DETAIL 2)

MILL 1" EXISTING ASPHALT

RESURFACE WITH NEW

1" TYPE S-I ASPHALT

TACK COAT

1" TYPE S-I

(TOP COURSE)

OVERLAY ON TACK COAT

SAWCUT

EXISTING BASE ROCK

EXISTING

ASPHALT

20’ MIN TRANSITION FROM

1" OVERLAY TO EXISTING PVMT

(REMOVE EXISTING ASPHALT

IN THIS AREA)

REPRIME BASE

1" TYPE S-I

(TOP COURSE)

OVERLAY ON

TACK COAT

SAWCUT

EXISTING

ASPHALT

EXISTING BASE ROCK

SAWCUT

1" TYPE S-I

(TOP COURSE)

OVERLAY ON

TACK COAT

20’ MIN TRANSITION FROM

1" OVERLAY TO NEW CONCRETE

(REMOVE EXISTING ASPHALT

IN THIS AREA)

REPRIME BASE

NEW CONCRETE

SAWCUT SAWCUT

EXISTING BASE ROCK

ASPHALT MILLING & RESURFACING

ASPHALT PAVEMENT TIE-IN DETAIL

ASPHALT PAVEMENT TO NEW CONCRETE TIE-IN DETAIL

TIE-IN & OVERLAY

TIE-IN & MATCH 2ND LIFT

EXISTING

PAVEMENT (1"MIN)

EXISTING

LIMEROCK BASE

(TIE INTO EXISTING CONCRETE)

15’-0" 27’-0"

20’-11 1/4 "

13’- 1/8 "

10’-6 1/2 "

29’-7 1/4 "

15’-9 3/8 "

10’-10 7/8 "

10’-5 5/8 "

9’- 1/2 " 8’-11 5/8 "

1.- CUT TOP REINFORCING AT JOINT

2.- CURTAIL REINFORCEMENT EITHER

SIDE OF JOINT

1.- LOCATION OF CONSTRUCTION JOINT

SHALL BE AT THE DISCRETION OF

GENERAL CONTRACTOR.

2.- CURTAIL REINFORCEMENT EITHER

SIDE OF JOINT

NOTE:

8" SLAB CONTROL JOINT (CJ)

CJ

TYP

C J

T Y

P

CJ

TYP

C J

T Y

P

NOTES:

1.- SILICONE SEALANT TO BE INSTALLED PER

MANUFACTURER’S RECOMMENDATION

2.- CONSTRUCT EXPANSION JOINT PER DETAIL

ON SHEET C504.

C-402

C-402

EXPANSION

JOINT (TYP)

EXPANSION

JOINT (TYP)

EXPANSION

JOINT (TYP)

N

0 20 40 60

1"=20’-0"

JUNE 2008

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date revisionby

191 1615141312111098765432 17 18

N

M

L

K

J

I

H

G

F

E

D

C

B

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

FILENAME: PLOT DATE: PLOT TIME:dn05c402_339673.dgn 6/30/2008 6:04:17 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

(561) 904-7400 (561) 904-7401 (FAX)

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL