Pages 9-13.pdf

ELLINGTON FIELD - HOUSTON, TEXAS

REPLACE FIRE STATION

TEXAS AIR NATIONAL GUARD

T MARTIN

C-501

FILENAME: dn05c501_339673.dgn

(SAW CUT)

D (MIN.) = T/5

D (MAX.) = T/4

(FORMED-GROOVE OR PRE-MOLDED)

FILLER

TYPE A

CONTRACTION JOINT

TYPE B

TYPE C

CONSTRUCTION JOINT

EXPANSION / ISOLATION JOINT

CONCRETE JOINTS

NTS

1/2" R.

EXPANSION JOINT

1/2" R.

/4

" 1/8" - 1/4"

/4

/4

1/2"

1/8" - 3/16"

D

T

1/8"

D

NTS

CONCRETE

JOINT SEALER

PAVING AND DRAINAGE GENERAL NOTES

1/8"

/2

1/4"

1/4" PREMOLDED

EXPANSION JOINT

1/4" R.

1/4" R.

EXISTING & NEW SIDEWALKS & EVERY 30’.

P.C. AND P.T. OF CURVES, JUNCTION OF

5’-0" CENTER TO CENTER ON SIDEWALKS

SCORED DURING PLACEMENT OR SAWCUT

WITHIN 24 HOURS OF PLACEMENT

DRIVEWAYS, AND SIMILAR STRUCTURES

WHERE SIDEWALK ABUTS CONCRETE CURBS,

SIDEWALK JOINT

SIDEWALK CONSTRUCTION DETAIL

JOINT SEALER

HANDICAP PARKING STALLS AND DETAILS

12’

3/4" %%C (TYP.)

6’-0"

1" CL.

12’

1-#4 BAR

#5 BAR (2 REQ’D)

2"

6"

TOP VIEW

END VIEW2

1.

2.

ROOF LEADER CONNECTION

D BETANCES

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

PARKING BY

PERMIT

ONLY

DISABLED

M

IN

6"%%C MIN.

12"

H/C STALL ACCESS

2" STD.

VIEW B

HANDICAP PARKING STALL

12’ MIN

MATERIAL

1.

2.

3.

4.

5.

6.

TYPE "II" CONCRETE CURB & GUTTER

24"

6"

" 8"

R "R

R

/4

BASE

PAV’T.

24"

6"

" 8"

R "R

R

/4

BASE

PAV’T.

#5 DWLS. X 24"

(SEE NOTES)

#5 DWLS. X 24"

(SEE NOTES)

FLEXIBLE AND RIGID PAVEMENT SPECIFICATIONS

8" CRUSHED LIMESTONE OR CRUSHED

CONCRETE PER TXDOT STANDARD

SPECIFICATION 247.

6" LIME TREATED SUBGRADE COMPACTED

TO 95% PER ASTM D698.

SUB BASE

(FLEXIBLE)

8" 4,400 PSI, REINFORCED CONCRETE WITH

#5 BARS @ 12" O.C. BOTH DIRECTIONS.

SUB BASE FOR RIGID PAVEMENT TO BE 8"

MINIMUM LIME TREATED SUBGRADE.

5’ H/C

ASPHALTIC CONCRETE

BASE (FLEXIBLE)

2" TYPE D PER TXDOT 2004

STANDARD SPECIFICATION 340.

TYPE II CURB TYPE II "HIGHSIDE" CURB

CONCRETE WHEEL STOP

B

IK

E

B

IK

E

B

IK

E

9 7/8"

B

IK

E

B

IK

E

BICYCLE PARKING RACK

NTS

DUMPSTER PLAN

NTS

BICYCLE PARKING RACK SPECIFICATIONS:

RACK SHALL BE A MINIMUM OF 42" HIGH TO PROVIDE PROPER CLEARANCE FOR

PARKED BICYCLES. GALVANIZED VERSION: RACK SHALL BE CONSTRUCTED OF

ASTM A53 2" SCHEDULE 40 STEEL PIPE (2-3/8" O.D. X .154 WALL).

THE PARKING RACK SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.

RACK SHALL BE HAND FILED TO REMOVE GALVANIZING FLASH.

CIVIL DETAILS

ACCESSIBILITY TO AND WITHIN BUILDINGS, INCLUDING THE PLACEMENT OF

RAMPS, SHALL CONFORM TO THE LATEST EDITIONS OF THE UNIFORM FEDERAL

ACCESSIBILITY STANDARDS (UFAS), AMERICANS WITH DISABILITIES ACT (ADA),

AMERICANS WITH DISABILITIES ACCESSIBILITIES GUIDELINES (ADAAG) AND

APPLICABLE STATE OF TEXAS HANDICAPPED STANDARDS.

HANDICAP ACCESSWAY STRIPING SHALL BE LAID OUT ON 45%%d ANGLE SPACE

AT 4’ ON CENTER AS MEASURED ALONG THE ACCESSWAY.

40 1/8" 42 1/2"

GALV STEEL

POST (PAINTED)

GATE (ALUM CORRUG FASCIA

PANEL) (COLOR SELECTED BY

CONTRACTING OFFICER)

2 POSITION CANE BOLTS EA

LEAF W/ GALV SLEEVE IN

CONC (CLOSED & OPEN

POSITION)

SELF-LATCHING

BOLT & PULL

SLEEVE

HINGES

CONCRETE

WHEEL STOP

VIEW "B"

BLUE TYP.

WHITE TYP.

WHITE TYP.

5’x5’ SYMBOL

BLUE 2500 P.S.I. CONC.

ALL POST MOUNTED

SIGNS.

"PARKING BY

DISABLED

PERMIT

ONLY"

TYPE

"A"

"B"

"A"

LOCATION

PLAN

TYPE "A" TYPE "B"

5’-0"

TYP.

R/W LINE

TYPE "A"

NEW

S.W. S.W.

EXIST.

JOINT

JOINT

TYPE "A"

P.C.

"W

CLEAN AND GRADE

SUBGRADE MIN. 95%

MAX. DENSITY PER

AASHTO T-99.

1/4" PER FT. SLOPE

R /W

A

A 1

"W" 12"

4" (TYP.)

CLASS I CONCRETE

SECTION A-A

C ALEXANDER

FINISHED GRADE

SLOPE

DRAIN LINE CONNECTED TO

EXIST FOUNDATION

STORM SEWER.

SITE CONTRACTOR SHALL COORDINATE

WITH MECHANICAL PLAN AND MECHANICAL

CONTRACTOR FOR EXACT LOCATIONS,

ELEVATIONS, DIAMETER, AND TYPE OF

PIPE. SITE CONTRACTOR SHALL PROVIDE

ALL NECESSARY FITTINGS AND ADAPTORS

TO COMPLETE THE CONNECTIONS.

NOTE

METAL DOWNSPOUT

GALV. METAL TRANSITION SLEEVE FROM SQUARE

TO ROUND W/2-POP RIVETS PER SIDE. MIN.

2" LAP TOP & BOTTOM W/ SEALANT FILLED PERIMETER

TYPE "B" JOINT

GATES

’-0

C

L E

A R

O P

E N

IN

G

C O

N C

R E

T E

A P

R O

N

SLOPE: 1/4"/1’-0"

CONC SLAB

GATE

POST

8" CMU

ALL PAVING AND DRAINAGE CONSTRUCTION SHALL CONFORM TO

TEXAS D.O.T. STANDARDS AND SPECIFICATIONS.

LOCATIONS OF DRAINAGE STRUCTURES SHALL GOVERN AND PIPE LENGTHS

MAY HAVE TO BE ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON

THESE PLANS.

ALL UNDERGROUND UTILITIES, ETC., SHALL BE IN PLACE PRIOR TO SUB GRADE

COMPACTION AND ROADWAY CONSTRUCTION.

ALL ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.

NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND

APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS ISSUED A NOTICE TO

PROCEED.

THE CONTRACTOR SHALL CALL BASE CIVIL ENGINEER 48 HOURS BEFORE DIGGING

FOR FIELD LOCATION OF UNDER-GROUND UTILITIES.

THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED

UTILITY CABLES, SANITARY LINES AND WATER LINES, AND SHALL BE RESPONSIBLE

FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATIONS.

THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE

ONLY; THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE

RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST

WITHIN THE AREA OF CONSTRUCTION SHOULD THERE BE "OTHER" UTILITIES. IF

UTILITIES WOULD CONFLICT, THE CONTRACTOR SHALL CONTACT THE

CONTRACTING OFFICER FOR RESOLUTION PRIOR TO INSTALLATION OF NEW

UTILITY.

ALL PIPE SHALL MEET ASTM, AASHTO AND TEXAS DEPARTMENT OF

TRANSPORTATION DESIGN SPECIFICATIONS.

CONTRACTOR TO USE TRENCH BOXES OR SHORING IN AREAS OF EXIST. TREE

PRESERVATION WITHIN THE R/W TO MINIMIZE DAMAGE TO EXIST. TREES.

1.

2.

NOTES:

SEE SHEET A-503 FOR ARCHITECTURAL PLAN AND

SHEET S-510 FOR STRUCTURAL PLAN AND DETAILS.

CMU FOR DUMPSTER IS TO BE AN INTEGRAL

COLOR SELECTED BY CONTRACTING

OFFICER REPRESENTATIVE.

1/2" PREMOLDED JOINT

FILLER WITH SEALANT

10’-0"

10’-0"

0.5’

15’-0"

6"%%c PROTECTIVE BOLLARD, 3’-4"H. TYP

6"%%c PROTECTIVE BOLLARD, 3’-4"H. TYP

GENERAL NOTES

CONTRACTOR MAY USE EXISTING FORMS IF THE CROSS SECTION LIES WITHIN THE BAND SHOWN

BY DOTTED LINES. IF NEW FORMS ARE TO BE PURCHASED LEASED OR CONSTRUCTED THEY

SHALL CONFORM TO THE SOLID LINE.

WHEN REINFORCING STEEL IS REQUIRED OR PLACED AT CONTRACTOR’S OPTION ONE OF THE

FOLLOWING SCHEMES OF REINFORCEMENT SHALL BE REQUIRED. THE MANNER OF PLACEMENT

AND LOCATION SHALL BE TO THE SATISFACTION OF THE ENGINEER.

A. TYPE I, OR TYPE II, CURB AND GUTTER REINFORCEMENT SHALL HAVE

B. ALL TYPES OF CURB (REINF.) SHALL HAVE ONE 3 OR 4 BAR FOR FOR LONGITUDINAL

REINFORCEMENT. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 15 .

WHEN CURB OR CURB AND GUTTER IS PLACED BY A SEPARATE POUR ADJACENT TO OR ATOP

SATISFACTORY TO THE ENGINEER WITH 8-INCH LONG 3 OR 4 BARSSPACED AT 5 FEET AND

EXPANSION AND/OR CONTRACTION JOINTS OF CURB OR CURBAND GUTTER SHALL MATCH THOSE

OF PAVEMENT. WHEN CURB AND CURB AND GUTTER IS NOT CONSTRUCTED ADJACENT TO

CONCRETEPAVEMENT THE FOLLOWING SHALL GOVERN

A. REINFORCED CURB OR CURB AND GUTTER SHALL HAVE NO CONTRACTION JOINTS.

B. NON-REINFORCED CURB OR CURB AND GUTTER SHALL HAVE FORMED TOOLED OR SAWED

BOX CULVERTS CURB INLETS ETC.

ONE-HALF INCH EXPANSION JOINT MATERIAL SHALL BE PROVIDED WHERE CURB OR CURB

GUTTER IS ADJACENT TO SIDEWALK OR RIPRAP. UNLESS OTHERWISE SHOWN, TRANSITIONS

BETWEEN CURBS OR CURBS AND GUTTERS OF DIFFERING CROSS SECTION SHALL BE

ACCOMPLISHED OVER A 20 FOOT LENGTH OR AS APPROVED BY THE ENGINEER.

AT CONTRACTOR’S OPTION DIMENSION T MAY BE THICKNESS OF PAVEMENT STRUCTURE. IN NO

CASE SHALL IT BE LESS THAN 6 .

SEE THE RAMP STANDARD SHEET FOR INFORMATION ON CURB RAMPS AND SIDEWALKS

CROSSING DRIVEWAYS.

ASPHALTIC

CONCRETE

(FLEXIBLE)

FWJH059032

LONGITUDINAL REINFORCING BARS AS FOLLOWS: THREE 3,TWO 4,TWO 5,OR ONE 6.

CONCRETE PAVEMENT CURB OR CURB AND GUTTER SHALL BE TIED TO PAVEMENT IN A MANNER

TO ENSURE CRACKING AT THE JOINTS.

CONTRACTION JOINTS AT 10’ . THE DEPTH OF THESE JOINTS SHALL BE SUFFICIENT

C. REINFORCING CURB OR CURB AND GUTTER SHALL HAVE EXPANSION JOINTS AT POINTS OF

D. NON-REINFORCED CURB OR CURB AND GUTTER SHALL HAVE EXPANSION JOINTS AT POINTS

SUCH AS BRIDGES BOX CULVERTS CURB INLETS ETC.

OF CURVATURE ON CURVES OF RADIUS LESS THAN 25’ AND AT STRUCTURES SUCH AS BRIDGES

CURVATURE AND AT INTERVALS NO GREATER THAN 120’ IN ALL CURVES AND AT STRUCTURES

TXDOT STANDARD SPECIFICATION FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES.

SPECIFICATION 340: DENSE-GRADED HOT-MIX ASPHALT (METHOD), LATEST EDITION. TACK COAT. CLEAN THE SURFACE

BEFORE PLACING THE TACK COAT. UNLESS OTHERWISE APPROVED, APPLY TACK COAT UNIFORMLY AT THE RATE

DIRECTED BY THE ENGINEER. THE ENGINEER WILL SET THE RATE BETWEEN 0.04 AND 0.10 GAL OF RESIDUAL ASPHALT

PER SQUARE YARD OF SURFACE AREA. APPLY A THIN, UNIFORM TACK COAT TO ALL CONTACT SURFACES OF CURBS, STRUCTURES, AND ALL JOINTS. PREVENT SPLATTERING OF TACK COAT WHEN PLACED ADJACENT TO CURB, GUTTER, AND STRUCTURES. ROLL THE TACK COAT WITH A PNEUMATICTIRE ROLLER WHEN DIRECTED. THE ENGINEER MAY USE

TEX-243-F TO VERIFY THAT THE TACK COAT HAS ADEQUATE ADHESIVE PROPERTIES. THE ENGINEER MAY SUSPEND

PAVING OPERATIONS UNTIL THERE IS ADEQUATE ADHESION.

JUNE 2008

S c a l e

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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:dn05c501_339673.dgn 6/30/2008 6:04:39 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

TEXAS AIR NATIONAL GUARD

T MARTIN

C-502

STOP

STEEL CHANNEL

POST (SEE

SPEC.)

1/4" HEX BOLT

OR ALLEN SCREW

1 3/8"

POST

1/4" x 3/4"

HEX NUT

12"

CONCRETE

BASE

1/32"

LETTER: NAME - 4" SERIES ’B’ #2270

GENERAL SPECIFICATIONS

SCOTCHLITE (SYLVER) OR EQUAL - SUFFIX - 2"

POST: STEEL FLANGED CHANNEL POST WITH BAKED

GREEN ALKYD FINISH PER A.S.T.M. - A - 123

WITHOUT ANCHOR PLATES. SEE DETAIL SHEET.

SERIES AS ABOVE.

2.00 3.00

1-15/32" 1-7/8"3/32"

DIMENSION TOL.

B

A

D

’A’ +

CONCRETE BASE: 2000# AS SHOWN. 3-1/16"

1-9/32"

3/16"

3-1/2"

1-5/16"

7/32"

1/16"

1/8"’B’

’C’

’D’ +

C

EXT. CAP FOR

"U" CHANNEL POST

CHANNEL POST

GENERAL SPECS.

POST:

STEEL FLANGED CHANNEL POSTS WITH BAKED GREEN ALKYD

FINISH PER A.S.T.M.-A-123 WITHOUT ANCHOR PLATES.

CONC. BASE:

20000 # AS SHOWN

EXT. CAP FOR "U" CHANNEL POST

STEEL CHANNEL

POST (SEE SPEC.)

5/16"X3/4"

HEX NUT

PROVIDE BEARING PLATE

3.00

1-7/8" 3-1/2"

1-5/16" 7/32"

2.00

1-15/32" 3-1/16" 1-9/32" 3/16"

TOLERANCE

%%P3/32" %%P1/8"

%%P1/16" %%P1/32"

DIMENSION

"A" "B" "C" "D"

A

B

C D

CHANNEL POST

POST

TOP VIEW

D BETANCES

LOCATION: AS INDICATED ON THE PLANS.

EXISTING

GRADE

PROPOSED TYPE II

HIGHSIDE CURB

PROPOSED BASE

PROPOSED SUB BASE

PROPOSED

TYPE II CURB

PROPOSED

SECURITY

BARRIER

4:1 SLOPE

PROPOSED

SIDEWALK

PROPOSED TYPE II

HIGHSIDE CURB

PROPOSED ASPHALT

PAVEMENT

PROPOSED ASPHALT PAVEMENT

SECTION A-A

1"=2’ VERTICAL

1"=5’ HORIZONTAL

1"=2’ VERTICAL

SECTION B-B

1"=5’ HORIZONTAL

SECTION C-C

1"=2’ VERTICAL

1"=5’ HORIZONTAL

3’

C ALEXANDER

PROPOSED TYPE II

HIGHSIDE CURB

S510

NTS

NTS

INTEGRAL CURB

1’

M

IN

3’+ TO NEAREST

JOINT

TRANSVERSE

JOINT

TRANSVERSE

JOINT

1/2" EXPANSION JOINT

WITH SEALANT

PLAN

S

ID

E W

A L

K

VARIES

SIDEWALK

TRANSITION SLOPE

VARIES

TRANSITION SLOPE VARIES

FULL CURB BACK DROP

CURB &

GUTTER

ROADWAY

PAVEMENTSECTION

6’-0"

(MIN)

VARIES

.3

(M A

X

SEE NOTE 1

END BAY 10’-0" (MAXIMUM) MULTIPLES OF

10’-0" MAXIMUM

BARBED WIRE

LINE POSTBRACE

BARBED WIRE

TOP RAIL

TOP RAIL

TENSION

WIRE

ANGLE OR

CORNER

POST

CHAIN LINK

FABRIC

TRUSS ROD

1’-0"

MIN

CONCRETE

(TYP)

FINISH

GRADE

BOTTOM

TENSION

WIRE

10"

MIN

TENSION WIRE

NOTES:

1. RAMP SHALL HAVE DETECTABLE

WARNING PATTERN IN ACCORDANCE

WITH AMERICANS WITH DISABILITIES

ACT (ADA).

6’ SECURITY FENCE DETAIL

STOP SIGN DETAIL

NTS

TYPICAL SIGN INSTALLATION DETAILS

NTS

FENCE CORNER PLAN

INLET DETAIL AT CONCRETE PAVEMENT (A1)

PROPOSED CONCRETE

PAVEMENT

SIDEWALK RAMP DETAIL

NTS

SIGNAGE DETAILS

CAR POOL PARKING SIGN

VISITOR PARKING SIGN

LOW EMITTING FUEL VEHICLE

PARKING SIGN

" 4

STOP SIGN: R1-1 MUTCD - 24"x24" (HIGH INTENSITY)

PROPOSED 8" BASE

PROPOSED 6" SUB BASE PROPOSED

8" LIME TREATED

SUBGRADE

FWJH059032

JUNE 2008

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

FILENAME: PLOT DATE: PLOT TIME:dn05c502_339673.dgn 6/30/2008 6:06:06 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

0 10 20 30 40 505 15 25 35 45 55

30.75

31.25

31.47

31.57

34.57

2’ 11’ 5’

8"

10’

33.9

0 10 20 30 40 505 15 25 35 45 55

50’

31.00

31.50

1%

60 70 80 90 100

11065 75 85 95 105

31.10

31.60

.2

0 10 20 30 40 505 15 25 35 45 55

29.60

.1

2% 1.5%

32 3 .8

31.30

.6

30.10

30.60

.1

2’ 8’ 2’ 2’ 3’ 2’ 39’ 2’

120 130115 125

57’

TEXAS AIR NATIONAL GUARD

T MARTIN

C-503

D BETANCES

C ALEXANDER

TYPE ’C’ INLET DETAIL

#4 @ 12" 0.C.

SECTION

PLAN

INLET

GRATE

’C’

TYPE

2’-0"

’A’ ’D’

3’-0"

DIMENSIONS

2’-4"

’C’

3’-1"

’B’

11"

’E’

PROVIDE MONOLITHIC

STRUCTURE WHERE

CALLED OUT ON PLAN

8" ’A’ 8"

2-1/4" 2-1/4"

’B

GRATES:

IRON GRATES IN ACCORDANCE WITH TEXAS DEPARTMENT OF

TRANSPORTATION SPECIFICATIONS.

INLET TYPES:

INLETS ARE TO BE SHOWN HEREON. REVOLVE POSITION TO

ACCOMMODATE LARGER DIAMETER PIPE SIZE.

MATERIAL:

INLET WALLS AND FOOTING MAY BE EITHER POURED-IN-PLACE

2500 PSI CONCRETE; OR PRECAST CLASS ’A’ 3000 PSI CONCRETE.

2" CL. (TYP.)

V A

R

IE

S

2"1-1/2" 1-1/2"

-1

/2

-1

/2

’C’

’D

2"

2-1/2"

-3

/4

/4

-1 /8

’E’

2"

’E’

2"2"

NOTE:

FRAME AND COVER SHALL BE GRATE USF No 5660

WITH RING USF No 3645, FOR SOLID COVER USE USF

No 1305 OR APPROVED EQUAL.

FWJH059032

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

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

FILENAME: PLOT DATE: PLOT TIME:dn05c503_339673.dgn 6/30/2008 6:06:49 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

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

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

TEXAS AIR NATIONAL GUARD

T MARTIN

C-504

FWJH059032

CONCRETE PAVING DETAILS

JOINT SEALS

T

1 1/2 "

CONTRACTION JOINT

METHOD B: JOINT SEALING COMPOUND

JOINT

SEALING

COMPOUND

/T

/T

- 1/4 " 1/8 "

INITIAL

SAW CUT

1/4 "

/2

M

IN

3/8 " 1/8 " 1/4 "- 1/8 " 1/4 "-

/4

T O 1 /2

JOINT

SEALING

COMPOUND

- 1/4 " 1/8 " 1/4 "

/4

T O 1 /2

JOINT SEALING

COMPOUND

CONSTRUCTION JOINT

1/

T O

1/

2 "

INITIAL

SAW CUT

BACKER

ROD

BACKER

ROD

3/

1/16 "- 1/4 "

1/16 "- 1/4 "

JS-94

DISTRICT

COUNTY HIGHWAY

SHEET

CONTROL SECTION JOB

FEDERAL AID PROJECT

Texas Department of Transportation

CK:- DW:- CK:-DN:-

MODIFICATIONS

LJB GLGBGDLJB

JOINT SEALING

COMPOUND CLASS

4,5 OR 7

JOINT SEALING

COMPOUND CLASS

4,5 OR 7

GENERAL NOTES FOR METHOD "B"

PREFORMED

BITUMINOUS FIBER

MATERIAL BOARDS

OR EQUIVALENT.

SAWED

LONGITUDINAL JOINT

EXPANSION JOINT

1. UNLESS OTHERWISE SHOWN IN THE PLANS, EITHER METHOD "A" OR

METHOD "B" MAY BE USED.

2. THE LOCATION OF JOINTS SHALL BE AS SHOWN ELSEWHERE IN THE

PLANS.

3. THE ENGINEER SHALL SELECT A TARGET PLACEMENT THICKNESS FOR

THE SEALANT DETAILS WHICH SHOW RANGES IN THICKNESS. THE

RANGE.

5. THE JOINTS SHALL BE CLEANED IN ACCORDANCE WITH THE ITEM 438

AND PRIOR TO BEGINNING OPERATIONS, THE CONTRACTOR SHALL SUBMIT

THICKNESS WHEN CRUSHED LIMESTONE IS USED AS THE COARSE AGGREGATE.

CONSTRUCTION AND THE TWO SAWED JOINTS.

4. THE JOINT RESERVOIR FOR SEALANT SHALL BE SAWED UNLESS OTHER-

WISE SHOWN ON THE PLANS FOR THE LONGITUDINAL AND TRANSVERSE

LONGITUDINAL OR TRANSVERSE

TRANSVERSE FORMEDTRANSVERSE SAWED

/8

/8

A STATEMENT FROM THE SEALANT MANUFACTURER SHOWING THE

RECOMMENDED EQUIPMENT AND INSTALLATION PROCEDURES TO BE USED.

TARGET THICKNESS WILL NORMALLY BE THE MIDPOINT OF THE

6. THE SAW CUT FOR THE LONGITUDINAL JOINT SHALL BE ONE FOURTH THE SLAB

C TxDOT SEPTEMBER 1994

Construction Division (Pavement)

EXPANSION JOINT DETAIL

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

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

FILENAME: PLOT DATE: PLOT TIME:dn05c504_339673.dgn 6/30/2008 6:07:09 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

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

EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL

TEXAS AIR NATIONAL GUARD

T MARTIN

C-510

ROTATE BEND AS REQUIRED

LAY ON UNDISTURBED SOIL

M A

X60% %d

MIN. 6" PVC PIPE

6" CLEANOUT

TO GRADE

6"X 6" SINGLE WYE

6"X 6"

ADDITIONAL RISER AND BEND

WHERE GREATER PIPE DEPTH

ALTERNATE:

TEE BRANCH

WYE BRANCH

AS REQUIRED

ROTATE BENDS

6" CLEANOUT TO GRADE

DOUBLE WYE

C-900 TO SDR 35

ADAPTER LOC.

(TYP.)

1" - 2"

1" (TO ACCOMMODATE SOD)

FOR SINGLE SERVICE

MIN SLOPE 1/8"

PER FOOT

MIN SLOPE 1/8"

PER FOOT

NOTE:

FIRE HYDRANT TO BE KENNEDY VALVE K81-D 175 PSI.

1. CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER

POSSIBLE.

2. CLEANOUTS SHALL NOT BE INSTALLED IN TRAFFIC LANES OR

AREAS UNDER HEAVY TRAFFIC LOADS.

3. THE COVER TO BE MARKED "S".

4. NO 90%%d BENDS SHALL BE USED FOR CLEANOUT INSTALLATION.

5. A CONCRETE COLLAR MAY BE REQUIRED IF CLEANOUT IS

LOCATED BETWEEN DRIVEWAYS. SPECIAL CONSTRUCTION DETAIL

WILL BE REQUIRED.

FINISHED GRADE

PAVED SURFACE

CLEAN OUT RING & COVER

U.S.F. No. 7621/RUSSCO C762

THREADED PVC PLUG

6" PVC CLEANOUT

TYPICAL WASTEWATER SERVICE CONNECTION

FWJH059032

CLEANOUT INSTALLATION

TYPICAL WASTEWATER

2’2’

INSTALL 6" THICK REINFORCED

CONCRETE PAD 3 FEET WIDE.

JUNE 2008

S E

E N

O T

E

RESTRAINED JOINTS

VALVE WITH

M

IN

OPERATING NUT

PAVEMENT

8" DEEP (MIN.)

2.

3.

4.

M

IN

.8

8"

NOTES:

CAST IRON SCREW TYPE

ADJUSTABLE VALVE BOX

OR TRENCH ADAPTER

24" MIN.

(IN ROADWAY AREAS)

I.D. TAG

CONCRETE COLLAR

(IN GRASSED AREAS ONLY)

AND I.D. TAG

DEBRIS CAP

SEE COLLAR DETAIL

CENTERING RING

EXPANSION JOINT

EXPANSION JOINT

PRESSURE PIPE VALVE BOX SETTINGS

WHEN TOP OF OPERATING NUT IS DEEPER THAN 36", A HIGH STRENGTH STEEL EXTENSION WILL BE

REQUIRED TO BRING OPERATING NUT TO NOT MORE THAN 24" BELOW FINISHED GRADE. EXTENSION

BOLTS & NUTS SHALL BE 316 STAINLESS STEEL. A STEEL CENTERING PLATE WELDED TO THE

EXTENSION IS ALSO REQUIRED.

VALVE BOXES IN PAVEMENT SHALL HAVE LOCKING COVERS & LIDS MARKED "WATER" OR "SEWER", AS APPROPRIATE.

ALL VALVE BOXES SHALL BE PROVIDED WITH A DEBRIS CAP.

A PLUMB DUCTILE IRON PIPE OR C-900 PVC RISER SHALL BE USED IF DEPTH SO REQUIRES, WITH

APPROVAL.

1.

CAST IRON LID MARKED

"WATER" OR "SEWER",

AS APPROPRIATE.

COLLAR DETAIL

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:dn05c510_339673.dgn 6/30/2008 6:07:34 PM

3001 PGA BOULEVARD - SUITE 300

PALM BEACH GARDENS, FLORIDA

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EB0000072 AAC001992 LC26000188

FINAL SUBMITTAL