sign in sign up
<<
Home , Concrete, Expansion joint

STANDARD DETAILS

PAVING

REVISED -SEPTEMBER 2019 TABLE OF CONTENTS PAVING GENERAL NOTES SD-PO1 REINFORCED SD-P02 PARABOLIC PAVEMENT CROWN SD-P03 M4D PAVEMENT SD-P04 M4D, M6D PAVEMENT SD-P05 AND GUTTER SD-P06 PAVING CROSS SECTION SD-P07 GENERAL NOTES FOR ALLEYS AND DRIVEWAYS SD-P08 SECTIONS SD-P09 ALLEY TURN 75° OR GREATER SD-P10 ALLEY TURN 30° - 75° SD-P11 ALLEY INTERSECTING ALLEY SD-P12 ALLEY TURN 60°- 120° SD-P13 ALLEY RETURN DETAILS SD-P14 EXISTING ALLEY RETURN MODIFICATIONS (CONCRETE) SD-P15 EXISTING ALLEY RETURN MODIFICATIONS (ASPHALT) SD-P16 ALLEY ENTRANCE ONTO EXISTING SD-P17 MEDIAN DETAILS SD-P18 MEDIAN PAVING STONE DETAIL SD-P19 MEDIAN MAINTENANCE ACCESS (MEDIAN CURB LAY-DOWN) SD-P20 STREET HEADER SD-P21 PAVEMENT REPAIR HEADER SD-P22 RAIL HEADER SD-P23 JOINT DETAILS SD-P24 CONCRETE BUTT JOINT SD-P25 TRANSVERSE SD-P26 SPACING DIAGRAM FOR TRANSVERSE JOINTS SD-P27 CONDUIT LAYOUT SD-P28 TYPICAL CONTOURS FOR MAJOR-MAJOR INTERSECTION SD-P29 CONCRETE SD-P30 CONCRETE SIDEWALK (CONTINUED) SD-P31 SIDEWALK PAVERS SD-P32 CURB AND LEAD WALK REPAIR SD-P33 BARRIER FREE RAMPS TYPE "A" & "B" SD-P34 BARRIER FREE RAMPS TYPE "C" & "D" SD-P35 BARRIER FREE RAMPS TYPE "E" SD-P36 BARRIER FREE RAMPS TYPE "F" SD-P37 BARRIER FREE RAMPS TYPE "G" SD-P38 BARRIER FREE GENERAL NOTE & DETECTABLE SURFACE SD-P39 BARRIER FREE RAMPS, DRIVEWAYS & ALLEYS SD-P40 RETURN DETAILS, STREET (RESIDENTIAL & COMMERCIAL) SD-P41 AND DRIVEWAYS SD-P42 DRIVEWAY RETURN FOR ALLEY SD-P43 STREET CONNECTION SD-P44 SIDEWALK FLUME DETAIL SD-P45 ALTERNATE STREET R.O.W. SECTION FOR MOUNTABLE CURB SD-P46 MAILBOX DETAIL SD-P47 STANDARD CONSTRUCTION DETAILS PAVING GENERAL NOTES DATE: REV DATE: SHEET : DEPARTMENT OF MAY 1991 SEPT 2019 SD-P01 50' ROW 10' 30' 10' 6" 8' 14' 8' 6"

1 1/4"/FT. 1/4"/FT. CURB HEIGHT 6" CROWN HEIGHT 6"

VARIES SEE SPECIAL NOTES

ONE MOVING / TWO PARKING (RESIDENTIAL) R2U NTS

R.O.W. P W P 6" A B B A 6"

1/4"/FT. 1 2* 1 1/4"/FT. CURB HEIGHT 6" CROWN HEIGHT 7" 3" 1'-6" 6" 1'-6" VARIES 6" SEE SPECIAL NOTES

* FULL WIDTH PAVEMENT OF 36' WIDTH IS ALLOWED WHERE APPROVED BY THE OF ALLEN.

STREET TYPE STREET A B R.O.W. P WIDTH (W) WIDTH

C2U 36' * 8' 10' 60' 12'

COLLECTOR 44' 10' 12' 70' 13' COLLECTOR 48' 12' 12' 70' 11'

FOUR MOVING LANES OR TWO MOVING LANES / TWO PARKING LANES NTS

STANDARD CONSTRUCTION DETAILS PAVING PAVEMENT DATE: REV DATE: SHEET : MAY 1991 MAY 2017 SD-P02 1/4 POINT FULL CROWN 3/4 POINT MID POINT

SLIP-FORM PAVEMENT MUST MEET CROWN GRADES AT GUTTERS, AT MID-POINTS AND CENTERLINE. WIDTHS OF PAVEMENT ARE FACE TO FACE.

ROADWAY TOTAL MID-POINT WIDTH (W) CROWN HEIGHT 3/4 POINT 1/4 POINT

30' 6" 3 - 3/8" 1 - 1/2" 3/8"

36' 7" 3 - 7/8" 1 - 3/4" 3/8"

44' 7" 3 - 7/8" 1 - 3/4" 1/2"

48' 7" 3 - 7/8" 1 - 3/4" 1/2"

60' 7" 3 - 7/8" 1 - 3/4" 1/2"

2-34' 5" 3 - 3/8" 1 - 1/2" 3/8"

TABLE OF CROWN HEIGHTS AND ORDINATES FOR VARIOUS PARABOLIC SECTIONS NTS

STANDARD CONSTRUCTION DETAILS PAVING PARABOLIC PAVEMENT CROWN DATE: REV DATE: SHEET : MAY 1991 AUG. 2006 SD-P03 ROW = 90' 12.5' 24' 8.5' 8.5' 24' 12.5' USUAL 12' 12' 12' 12' USUAL 3 1/2"/FT. 1 1 1 1/4"/FT. 1/4"/FT. 1/4"/FT. 1/4"/FT. 3 1

SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. M4D PAVEMENT REGULAR SECTION NTS 1 SAWED LONGITUDINAL DUMMY JOINT 2 CONSTRUCTION JOINT (FULL WIDTH PAVEMENT IS ALLOWED WHERE APPROVED BY THE CITY OF ALLEN). DELETE IF PAVING IS 25 FT. WIDTH TO BE WIDENED LATER. INSTALL CURB IF PAVING IS LESS THAN FULL WIDTH OF 33'-36'. 3 A NUMBER 3 BAR CONTINUOUS SHALL BE PROVIDED FOR CURB REINFORCEMENT

ROW = 90' 12.5' 24' 6' 35 12.5' USUAL 12' 12' 11' 12' 12.5' USUAL 3 2.5' 1 1 2 1/4"/FT. 1/4"/FT. 1 1/4"/FT. 3 1

SLOPE TOWARD MEDIAN MAY BE REQUIRED IF LEFT TURN CURB IS SEE GENERAL NOTES (SD-P01) HIGHER THAN OPPOSITE MEDIAN CURB. SECTION "G" FOR BAR SIZE AND SPACING.

MINIMUM 6" TOP SOIL AND GRASS, GROUND COVER (TYP.) ALL SLOPES, MEDIAN AND PARKWAYS PER M4D PAVEMENT NCTCOG SPECIFICATION LEFT TURN SECTION LATEST EDITION. NTS

STANDARD CONSTRUCTION DETAILS PAVING MD4 PAVEMENT DATE: REV DATE: SHEET : MAY 1991 FEB 2017 SD-P04 R.O.W 12.5' OR 15.5' 12.5' OR 15.5' 24' OR 36' 17' 24' OR 36' 10' OR 11' 3:1 3:1

1/4"/FT. 1/4"/FT. 1/4"/FT. 1/4"/FT. 3:1

3:1

SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. CONSTRUCT KEYWAY OR LONGITUDINAL BUTT JOINT IF NOT POURED MONOLITHIC. TYPE M4D,M6D PAVEMENT RIGHT TURN OR DECELERATION LANE SECTION NTS

120' 15.5' 36' 17' 36' 15.5' 12' 12' 12' 8.5' 8.5' 12' 12' 12' 3:1

2 2 1/4"/FT. 1 1/4"/FT. 1/4"/FT. 1 1/4"/FT. 3:1

SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. 1 SAWED LONGITUDINAL DUMMY JOINT. TYPE M6D PAVEMENT REGULAR SECTION NTS 2 CONSTRUCTION JOINT (FULL WIDTH PAVEMENT IS ALLOWED WHERE APPROVED BY THE CITY OF ALLEN). DELETE IF PAVING IS 25 FT. WIDTH TO BE WIDENED LATER. INSTALL CURB IF PAVING IS LESS THAN FULL WIDTH OF 33'-36'.

3 A NUMBER 3 BAR CONTINUOUS SHALL BE PROVIDED FOR CURB REINFORCEMENT. 120' 15.5' 36' 6' 11' 36' 15.5' 12' 12' 12' 2.5' 8' 12' 12' 12' 3:1

1/4"/FT. 2 1 2 1 1 1/4"/FT. 1/4"/FT. 1/4"/FT. 3:1

SLOPE TOWARD MEDIAN MAY BE SEE GENERAL NOTES (SD-P01) REQUIRED IF LEFT TURN CURB IS SECTION "G" FOR BAR SIZE AND SPACING. HIGHER THAN OPPOSITE MEDIAN CURB. TYPE M6D PAVEMENT 120' R.O.W. NTS

140' 9' 47' 6' 11' 58' 9' 11' 12' 12' 12' 8' 3' 11' 12' 12' 12' 11' 3:1 2 1 1 1/4"/FT. 2 1 1/4"/FT. 1/4"/FT. 1/4"/FT. 3:1

SLOPE TOWARD MEDIAN MAY BE SEE GENERAL NOTES (SD-P01) REQUIRED IF LEFT TURN CURB IS SECTION "G" FOR HIGHER THAN OPPOSITE MEDIAN CURB. BAR SIZE AND SPACING. TYPE M6D PAVEMENT 140' R.O.W. NTS

STANDARD CONSTRUCTION DETAILS PAVING MD4, MD6 PAVEMENT DATE: REV DATE: SHEET : MAY 1991 FEB 2017 SD-P05 SEPARATE CURB-AND-GUTTER (ASPHALT)

SEPARATE CURB-AND-GUTTER (CONCRETE)

STANDARD CONSTRUCTION DETAILS PAVING CURB-AND-GUTTER DATE: REV DATE: SHEET : MAY 1991 MAY 2017 SD-P06 2" H.M.A.C. (TYPE D) SURFACE COURSE

4" HMAC (TYPE C) BASE COURSE 2" 4" 6"

6" STABILIZED SUBGRADE ASPHALT PAVING CROSS SECTION

NOTE : CUT OF 6" INTO EXISTING PAVEMENT IS REQUIRED FOR CONSTRUCTION JOINT WITH NEW POURS TO GET A SMOOTH FINISH

STANDARD CONSTRUCTION DETAILS PAVING ASPHALT PAVING CROSSECTION DATE: REV DATE: SHEET : MAY 1991 MAY 2017 SD-P07 GENERAL NOTES FOR ALLEYS AND DRIVEWAYS

1. CONCRETE FOR ALLEY RETURNS AND DRIVEWAYS SHALL HAVE A MINIMUM AT 28 DAYS IDENTICAL TO THAT SPECIFIED FOR THE STREET PAVEMENT OR BASE WHEN BUILT AS COMPONENTS OF A CONCRETE PAVING PROJECT. WHEN BUILT SEPARATELY, THE STRENGTH SHALL BE AS SPECIFIED ON THE CONSTRUCTION PLAN.

2. SPACING AND CONSTRUCTION OF JOINTS SHALL CONFORM TO PARABOLIC STREET PAVEMENT.

STANDARD CONSTRUCTION DETAILS PAVING GENERAL NOTES ALLEY AND DRIVEWAYS DATE: REV DATE: SHEET : SEPT. 1991 MAY 2017 SD-P08 ALLEY HALF SECTION INVERT WIDTH WIDTH DEPTH (A) (L) (d) GENERAL NOTE: ALL ALLEYS TO BE 12' 6' 6" LIMED IN ACCORDANCE 16' 8' 6" WITH ITEM C, SD PO1 20' 10' 6"

2' A PL PL L L SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR CL SIZE AND SPACING. 1" / FT. 1" / FT. 8" d 4"

3" 3" 3600 PSI COMP. SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. 4"- 3600 PSI COMP

STANDARD 12', 16' & 20' ALLEY SECTION

PL NTS PL

2' 12' 2'

6" 6' FOR 12' ALLEY 6' SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. CL 1" / FT. 1" / FT. 6" 8" 6" 4" 3" 3600 PSI COMP. SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. NOTE : NOT ALLOWED IN RESIDENTIAL AREAS EXCEPT AS APPROVED BY THE CITY.

STANDARD ALLEY SECTION WITH CURB # 3 BAR CONTINUOUS IN CURB. NTS PL

2' 12'

6' OR 12' ALLEY 6' 6"

SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. CL

1" / FT. 6" 8" 6" 3" 3" 3" 3600 PSI COMP. 12" 12" 18" 18" 18" 18" 12" 18" NOTE : SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR CURBS NOT ALLOWED SIZE AND SPACING. IN RESIDENTIAL AREAS EXCEPT AS APPROVED BY THE CITY.

ALTERNATE 12' ALLEY SECTION / CURB # 3 BAR CONTINUOUS IN CURB. NTS C D OUTSIDE EDGE OF ALLEY

OUTSIDE EDGE

6" OF ALLEY INVERT

NOTE : ALLEY PAVING TO BE PLACED IN SHADED AREA WHEN SCREENING IS ALONG PROPERTY LINE. SEE COA SCREENING WALL DETAIL.

PROPERTY LINE SCREENING WALL VARIES

B INVERT W

C D A

TYPICAL

ALLEY D WIDTH A B C @ (W) 90°ǻ

12' 2.0' 6.0' 6.0' 28.0' R38' PROPERY LINE 16' 2.0' 8.0' 8.0' 31.0' ǻ = 75°-90° 20' 2.0' 10.0' 10.0' 35.0'

ALLEY TURN 75° OR GREATER A C B A 12' MIN.

STANDARD CONSTRUCTION DETAILS PAVING ALLEY TURN 75° OR GREATER DATE: REV DATE: SHEET : SEPT 1991 AUG. 2006 SD-P10 7' OR 8' VARIES OUTSIDE EDGE OF ALLEY

OUTSIDE EDGE OF ALLEY 6" INVERT

ǻ

=30° - 75° A B C A R70'

TYPICAL ǻ= 30°- 75° ALLEY WIDTH ACB (W)

12' 2.0' 6.0' 6.0' 16' 2.0' 8.0' 8.0' 20' 2.0' 10.0' 10.0'

ALLEY TURN 30° - 75° NTS

STANDARD CONSTRUCTION DETAILS PAVING ALLEY TURN 30° - 75° DATE: REV DATE: SHEET : SEPT 1991 AUG. 2006 SD-P11 PROPERTY LINE PROPOSED CONCRETE ALLEY

WHEN CONNECTING TO EXISTING ALLEY NEW ALLEY CONNECTING TO NEW ALLEY "NEW - EXISTING" "NEW - NEW" 2' WIDTH R.O.W. 2'

ALLEY INTERSECTING ALLEY SAWED JOINT

PROPOSED R.O.W. PROPOSED R.O.W.

#3 BAR DRILLED 18" MIN. INTO EXISTING PAVEMENT.

EXISTING ALLEY

R38' SEPT. 1991 DATE: STANDARD CONSTRUCTIONDETAILS

2' WIDTH 2' R.O.W. REV DATE: AUG. 2006 PAVING

ALLEY INTERSECTING ALLEY NTS SHEET : SD-P12 PROPERTY LINE

60° A

INVERT LINE W R.O.W. A

ALLEY WIDTH A (W)

12' 2.0' 16' 2.0' 20' 2.0' ALLEY TURN 60°-120° 60° R38' 120° INVERT LINE

R38' VARIES VARIES

OUTSIDE EDGE OUTSIDE EDGE OF ALLEY 6" INVERT OF ALLEY SEPT 1991 DATE: STANDARD CONSTRUCTIONDETAILS

2' W R.O.W. 2' REV DATE: AUG. 2006 PAVING SHEET : SD-P13 ALLEY TURN 60° - 120° NTS

SD-P14 SEPT. 1991 SEPT. FEB 2017 FEB

SHEET : SHEET REV DATE: REV DATE:

TRUNCATED TRUNCATED

RAMPS WITHOUT RAMPS

PAVING STANDARD CONSTRUCTION DETAILS CONSTRUCTION STANDARD RAMPS ATNON-SIGNALIZED NOTE: COMMERCIAL DRIVEWAYS & THIS APPLICATION APPLIES TO ALLEYS CURB RADIUS GREATER THAN TO RADIUS4" NO. 3BARBENT FACE OFCURB R.O.W LINE AT ALLALLEY&STREET INTERSECTION LOTS

5X 5CORNERCLIP 38' NOT MONOLITHIC BLOCK-OUT IF WITH STREETPVMT D CESBEPT*CONCRETE WALK ADA ACCESSIBLEPATH*

R.O.W. LINE 5% MAX. B STREET EXPANSION JOINT PAVEMENT REINF CONCRETE C A IF NOTMONOLITHIC WITHSTREET) (WITH KEYWAYORLONGITUDINAL BUTTJOINT PAVEMENT REINFORCEMENT LAPPED 30DIA. B SECTION "G"FORBARSIZE SEE GENERALNOTES(SD-P01) AND SPACING. R.O.W. LINE 2% MAX. SLOPE CROSS SLOPE DRIVEWAY/ 14.5' WIDTH ALLEY 0 20' 20' 16' 12' 22.5' 16' 12' A 5% WHEN ADJACENTSTREET CONSTRUCTED MAX. 2'-0" 2'-0" 2'-0"

B

14.5' R=24' R.O.W LINE NOT BEOBSTRUCTEDBY 5% LONGITUDINALSLOPE CURB ANDMUSTNOTEXCEED 2% CROSS-SLOPEOR ACCESSIBLEPATHMUST * WHEN CONSTRUCTED. 2%

24' 20' 16'

C 22.5'

”

5%

12" 6" RETURN MODIFICATIONS EXISTING ALLEY (CONCRETE) SEPT. 1991 DATE: STANDARD CONSTRUCTIONDETAILS REV DATE: MAY 2017 PAVING SHEET : SD-P15

NTS RETURN MODIFICATIONS EXISTING ALLEY (ASPHALT) SEPT. 1991 DATE: STANDARD CONSTRUCTIONDETAILS REV DATE: MAY 2017 PAVING SHEET : SD-P16

NTS INVERT SECTION A-A

ALLEY ENTRANCE INVERT TRANSITION FOR ACCESSIBILITY

STANDARD CONSTRUCTION DETAILS PAVING ALLEY ENTRANCE

ONTO EXISTING STREET DATE: REV DATE: SHEET : SEPT. 1991 MAY. 2017 SD-P17 " X " 6" 10' MIN. DIMENSIONS OF MEDIAN NOSE 3' 1' X = 13.90' Y = 7.0' X = 26.36' Y = 14.0' X = 16.44' Y = 8.0' X = 29.89' Y = 17.0' 6" BORDER CURB X = 18.08' Y = 9.0' X = 32.93' Y = 20.0' PC X = 20.42' Y = 10.0' X = 36.47' Y = 24.0'

R= 68' B 1. CONTRACTOR MAY USE R=2.5' STAMPED COLORED 7.5' " Y CONCRETE. IF APPROVED LIMIT OF MEDIAN BY ENGINEER. STAMPED CONCRETE 2. COLOR & PATTERN SHALL MATCH EXISTING. A 3. COLOR MIX SHALL BE PC PAY LINE & KEYED UNIFORMLY COLORED BRICK PAVERS CONSTRUCTION JOINT THROUGHOUT AND NOT SEE SD-P19 FOR DETAILS SPRAYED, OVERLAYED OR EXPANSION MATERIAL OTHERWISE APPLIED TO SHALL BE PLACED AROUND TOP LAYERS. BRICK PAVERS SCALE : NTS 4. CONTRACTOR SHALL FURNISH ONE 4'X4'X4" SAMPLE FOR CITY APPROVAL& HAUL OFF BRICK PAVERS AFTER APPROVAL. SEE SD-P19 FOR DETAILS CONSTRUCT STAMPED 18' CONCRETE OVER 4" 10' 1' COMPACTED .

PAY LINE & KEYED *IF NO EXISTING TO MATCH, CONSTRUCTION JOINT PATTERN SHALL BE KEYSTONE & COLOR BLACK-FLASHED RED. 1'

STAMP CONCRETE FORM B LITHOTEX #3560, LIGONIER R = 1'-3" STONE & LIME OCTAGON

4' TO 6' OR APPROVED EQUAL VARIES CONCRETE SHALL BE VICTORIAN RED WITH DARK 1' GRAY OVERLAY TO MATCH BRICK PAVERS.

A

SCALE : NTS

EXPANSION 10' MATERIAL (IF Y” 6') SEE COA DETAIL 3' PAY LINE & KEYED FOR MEDIAN (IF Y > 6') CONSTRUCTION JOINT 6" 3"

R=1" SEE GENERAL NOTES (SD-P01) 1 PAY LINE & KEYED SECTION "G" FOR CONSTRUCTION BAR SIZE AND SPACING. 3 JOINT

NOTE : 3" MONOLITHIC MEDIAN NOSE & PAVEMENT SHALL BE PAID FOR

PER EACH COMPLETE IN PLACE. 3" TO 6" VARIABLE

STANDARD CONSTRUCTION DETAILS PAVING MEDIAN DETAILS DATE: REV DATE: SHEET : SEPT. 1991 MAY 2017 SD-P18 6cm. (2 - 3/8") PAVING STONE SAND FILLED JOINTS; MECHANICALLY VIBRATED UNTIL LEVEL, TRUE TO GRADE & FREE OF MOVEMENT. FINISHED GRADE TO MATCH EXISTING TOP OF CURB. 1 2" EXPANSION MATERIAL 1/2" EXPANSION JOINT MATERIAL BETWEEN CURB 1/8" ± TYP. AND PAVESTONE/DROP 6" 6" BORDER CURB @ END SLAB. " 8 3 2 1" 7 3/8" 4"

MINIMUM 4" 3000 PSI REINFORCED 1" SAND BEDDING COURSE TOP OF SLAB CONCRETE SUBGRADE WITH No. 3 BARS (IF APPLICABLE) 24" O.C. MAY BE THICKER ON BRIDGE.

SEE SD P18 FOR MONOLITHIC NOSE SAND FILLED JOINTS; MECHANICALLY VIBRATED 1/2" EXPANSION JOINT UNTIL LEVEL, TRUE TO GRADE & FREE OF MOVEMENT. MATERIAL BETWEEN CURB AND PAVESTONE/DROP SLAB. 1/8" ± TYP. CURB

MINIMUM 4" 3000 PSI REINFORCED 1" SAND BEDDING COURSE CONCRETE SUBGRADE WITH No. 3 BARS 24" O.C. MAY BE THICKER ON BRIDGE.

EDGE STONES ARE MOLDED OR FIELD CUT

SEE SD P18 1/2" EXPANSION JOINT FOR MONOLITHIC NOSE MATERIAL BETWEEN CURB AND PAVESTONE/DROP SLAB 6" BORDER CURB @ END

PROPOSED OR EXISTING 1 CONCRETE CURB MEDIAN PAVING STONE SHALL EXTEND TO A POINT WHERE MEDIAN IS AT LEAST 2" EXPANSION 6' WIDE. IF MEDIAN IS 6' WIDE, PAVING SHALL EXTEND 15' FROM NOSE. FOR MEDIANS MATERIAL WIDER THAN 6', PAVING SHALL EXTEND 10' FROM NOSE. ALL DISTANCES ARE MINIMUM. ANTIQUE RED MEDIAN PAVING STONE SHALL BE INTERLOCKING CONCRETE (BELGARD BRAND KEYLOC OR PAVING STONE APPROVED EQUAL) PER ITEMS 2.3.7 AND 5.8.8 OF THE CITY OF ALLEN SPECIAL PROVISIONS AND SHALL BE RED/BLACK FLASHED IN COLOR.

STANDARD CONSTRUCTION DETAILS PAVING MEDIAN PAVING STONE DETAIL DATE: REV DATE: SHEET : SEPT. 1991 MAY 2017 SD-P19 18" (TYP)

SOD CURB (TYP)

6' LOCATION OF RAMP AT 6" 18" P.R.C. OF CURBLINE FOR TURN LANE. STREET 2' 2' LEFT TURN BAY MEDIAN MAINTENANCE ACCESS (MEDIAN CURB LAY-DOWN)

SOD

2' TRANS 6' RAMP 2' TRANS CURB (TYP) SEPT. 1991 DATE: 6" STANDARD CONSTRUCTIONDETAILS REV DATE: MAY 2013 PAVING

GENERAL NOTES : 1. MAXIMUM ONE RAMP PER MEDIAN. 2. EXCEPTION - MEDIAN LAY DOWN SHALL NOT BE REQUIRED AT END OF MEDIAN WITH BRICK OR PAVERS. SHEET : SD-P20 (WIDTH < 6') BUT SHALL BE REQUIRED AT OTHER END. 3. POUR SHALL BE INTEGRAL. EXPANSION JOINT 8" 8"

EXISTING/FUTURE CONC. T PAVEMENT PAVEMENT

SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. 9" 4.5"

2"

16"

PAVEMENT BARS TO BE BENT DOWN INTO HEADER. HEADER AND PAVEMENT TO BE MONOLITHIC.

STANDARD CONSTRUCTION DETAILS PAVING STREET HEADER DATE: REV DATE: SHEET : MAY 1991 FEB 2017 SD-P21 24" DEFORMED No.5 DOWEL BAR

HOT POURED RUBBER TOP 1/4" NO JOINT SAWCUT WIDTH JOINT SEALING SEALING COMPOUND COMPOUND 3/8" MIN.

PROPOSED PAVING EXISTING PAVING ET/2 T T + 2" 3" 1"

3" 6" DOWEL SPACED 12" o.c. 6" OFF TIE BARS

NOTE: DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. DRILLING BY HAND IS NOT ACCEPTABLE. PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE.

STANDARD CONSTRUCTION DETAILS PAVING PAVEMENT REPAIR HEADER DATE: REV DATE: SHEET : JULY 1991 AUG. 2006 SD-P22 ALL WORK BETWEEN HEADERS TO BE 6' DONE BY OTHERS UNLESS OTHERSWISE SPECIFIED.

END 6' CURB 2" CURB

1/4" R. RAIL HEADER 2' SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. SYMMETRICAL ABOUT ȭ PAVEMENT LINE

2" 9" 5' (USUAL) SEPT. 1991 20' DATE: STANDARD CONSTRUCTIONDETAILS

NOTE : 1. PAVEMENT BARS TO BE BENT DOWN INTO HEADER. REV DATE: FEB 2017 PAVING 2. HEADER AND PAVEMENT TO BE MONOLITHIC. SHEET : SD-P23 SEE GENERAL MINIMUM WIDTH = 24' 1' NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING. 6" 3600 PSI CONCRETE

6" LIME STABILIZED SUBGRADE 6"

NOTES: 1. DOWELS & SHALL BE SUPPORTED BY AN APPROVED DEVICE. 2. EXPANSION JOINTS TO BE THE SAME AS USED FOR CONCRETE STREET PAVING. 3. SAWED TRANSVERSE DUMMY JOINT SHALL BE SPACED 20'-0" 4. EXPANSION JOINT DISTANCE AT 100' INTERVAL & SAWED JOINT AT 20'-0" FIRE LANE PAVING SCALE NTS 3 VERTICAL SAW CUT 8" MIN. WITH HOT POURED RUBBER JOINT SEALING COMPOUND 1 TOP 4" NO SEALING SEE GENERAL NOTES (SD-P01) 3/8" COMPOUND SECTION "G" FOR BAR SIZE AND SPACING. 1/4" 1/4 T T/2 T

T = PAVEMENT THICKNESS SAWED DUMMY JOINT SCALE NTS 3 VERTICAL SAW CUT 8" MIN. WITH HOT POURED RUBBER JOINT SEALING COMPOUND 1 TOP 4" NO SEALING SEE GENERAL NOTES (SD-P01) 1" 3/8" COMPOUND SECTION "G" FOR BAR SIZE AND SPACING. 1/4" 1/4 T T/2 1/2" T T/3 FIRST POUR 2" SECOND POUR

T = PAVEMENT THICKNESS CONSTRUCTION JOINT FOR PAVEMENT SCALE NTS TRANSVERSE AND LONGITUDINAL JOINTS

STANDARD CONSTRUCTION DETAILS FIRE LANE PAVING & PAVING

JOINT DETAILS DATE: REV DATE: SHEET : SEPT. 1991 MAY 2017 SD-P24 9" - 15" SAWCUT FULL DEPTH 3/8" & CURB & GUTTER 1 TOP 4" NO SEALING COMPOUND DOWEL SPACED ON 18" CENTER TO CENTER, 6" OFF TIE BARS. 1/4"

PROPOSED PAVING1/4 T EXISTING PAVING T/2 T

3 VERTICAL SAW CUT 8" MIN. WITH HOT POURED RUBBER JOINT 24" DEFORMED No. 6 DOWEL BAR SEALING COMPOUND T = PAVEMENT THICKNESS

CONCRETE BUTT JOINT

STANDARD CONSTRUCTION DETAILS PAVING CONCRETE BUTT JOINT DATE: REV DATE: SHEET : MAY 1991 JAN 2018 SD-P25 TOP 1 NOTES: .DOWELSANDREINFORCINGBARSSHALLBE 1. .EXPANSION JOINTSSHALLBEPLACEDATALLEND 3. .EXPANSIONJOINTSSHALLBEPLACED 2. .HOTPOUREDRUBBERSEALINGCOMPOUNDSHALL 4. POINTSOFRADII. 4 " NOSEALING COMPOUND BETWEEN 5"-6". WHERE THICKNESSCHANGES,SUCHAS TRANSVERSELY INPROPOSEDPAVEMENT BE TIEDORCHAIREDONEACHSIDE. SUPPORTED BYANAPPROVEDDEVICE&MUST BE PLACEDTHROUGHRAISEDCURB.

T T/2 REDWOOD EXPANSIONJOINTFILLER TRANSVERSE EXPANSIONJOINT (SPACED 600FT.MAXIMUM,LOCATEATINTERSECTIONS) TRANSVERSE EXPANSIONJOINT 24" No.6SMOOTHDOWEL 2" MIN. T =PAVEMENTTHICKNESS 3/4"±

1/4" 16' DOWELCOATING CURB HOT POUREDRUBBERJOINT SEALINGCOMPOUND 11' JEJ EJ MIN. EXAMPLE 2' GRASS JAN 2001 DATE: STANDARD CONSTRUCTIONDETAILS INSTALLED ON18"CENTERTOCENTER. EJ DOWEL ANDBESECURED.TO DOWEL SLEEVE(CLOSED)TOFIT 1 1/4"MIN.CLEARANCE WITHIN CAP. 6" PAVEMENT MARCH 2016 5" PAVEMENT REV DATE: PAVING SHEET : SD-P26 MATCH EXISTING EXPANSION JOINTS SAWED TRANSVERSE DUMMY IF WIDENING. JOINTS SPACED 20' OR MATCH EXISTING IF WIDENING.

BACK OF CURB

PROVIDE ȭJOINT FOR TRANSVERSE JOINTS SPACING DIAGRAM

SAWED DUMMY JOINT STRAIGHT CROWN

BACK OF CURB

SAWED TRANSVERSE DUMMY JOINTS SPACED 15' NOTE: ALLEYS TO BE SAWED TRANSVERSE AT 12'0" SEPT 2001 DATE: STANDARD CONSTRUCTIONDETAILS

LONGITUDINAL JOINT ȭONLY-31' BB

REV DATE: 1 AUG. 2006 PARABOLIC AND PTS

PAVING 4 CROWN ȭ >31' SHEET : SD-P27 SPACING DIAGRAM FOR TRANSVERSE JOINTS NTS SINGLE CONDUIT (SEE NOTES ) LEGEND: 1. SAWED LONGITUDINAL DUMMY JOINT. 2. CONSTRUCTION JOINT (FULL WIDTH PAVEMENT IS ALLOWED WHERE APPROVED BY THE CITY OF ALLEN) DELETE IF PAVING IS 25 FT WIDTH TO BE WIDENED LATER. INSTALL CURB PAVING IF LESS THAN FULL WIDTH OF 33' - 36'.

ROW

3" MEDIAN

2" 3" 33'-36' INTERSECTION CONDUITLAYOUT

2"

43'-46' 3"

3"

TRAFFIC SIGNAL PULL BOXES SHALL BE #36 FROM SIGNAL EQUIPMENT COMPANY, FT. WORTH, TEXAS OR APPROVED EQUAL. BOXES PULL BOXES/JUNTION BOXES ARE APPROXIMATELY 10 1/2" X 17" X 12" AND SHALL BE PROVIDED WITH A TYPE A (TYP.) . BURIAL DEPTH OF 3" CONDUIT SHALL BE 18 INCHES BELOW CURB GRADES. 2" PVC SCHEDULE 40 DOVE GRAY ELECTRICAL STREET LIGHT CONDUIT SHALL BE PLACED IN ALL MEDIANS, 3' OFF ȭ UNLESS OTHERWISE SHOWN ON THE PLANS. BURIAL DEPTH SHALL BE 3'-0" BELOW FINISH GRADE. 30 INCH RADIUS SWEEP BENDS TO BE SEPT 2001 USED AT ALL HANDHOLE BOXES. DATE: STANDARD CONSTRUCTIONDETAILS INTERSECTION WIDENING DETAIL SCALE NTS REV DATE: AUG. 2006 PAVING NOTES: 1. 3" PVC SCHEDULE 40 DOVE GRAY ELECTRICAL TRAFFIC SIGNAL CONDUIT TO BE INSTALLED CONTINUOUS ACROSS INTERSECTION, EXTENDED TO 2' BEHIND CURBS. SWEEP BENDS TO BE USED AT ALL PULL BOXES. 2. RED MARKER TAPE IS TO BE INSTALLED ON THE ENDS OF THE CONDUIT. 3. THE EXACT LOCATIONS WHERE THE CONDUIT CROSSES UNDER THE PAVING SHEET : SD-P28 ARE TO BE CHISELED WITH AN "X" AND PAINTED WITH THE RED PAINT, ON THE CURB OR PAVING. 4. A # 9 GALVANIZED WIRE SHALL BE PLACED IN ALL CONDUIT. THIS WIRE SHALL EXTEND A MINIMUM OF 1' FROM THE END OF THE CONDUIT. ITEM 8.10.3 200' TYPICAL

TRANSITION TO 1/4" / FT

1/8"/FT 1/8"/FT 130'

NOTE: INLETS REQUIRED WHEN IS TOWARD INTERSECTION.

0"

/"F 1/8"/FT 1/8"/FT 0"

130'

2"

0" 4"

0" 6"

2"

1/8"/FT /"F 1/8"/FT 1/8"/FT 8"

4"

10" 1/8"/FT 6" 1/8"/FT 1/8"/FT 8" 10" 10" 8" 1/8"/FT

1/8"/FT

6" 1/8"/FT 10"

4" 8" 1/8"/FT 1/8"/FT 1/8"/FT 2" 6" 0"

4" TYPICAL CONTOURS FOR

0" SCALE NTS

2" MAJOR-MAJOR INTERSECTION 130'

0" 1/8"/FT 1/8"/FT 0" 130'

1/8"/FT 1/8"/FT

STANDARD CONSTRUCTION DETAILS PAVING TYPICAL CONTOURS FOR MAJOR-MAJOR INTERSECTION DATE: REV DATE: SHEET : SEPT 2001 AUG. 2006 SD-P29 1/2" THICKNESS PRE-MOULDED EXPASION JOINT FILLER SPACED 40'O.C. 4' 4' 4' .5" 4' 4' 4"

EXPANSION JOINT

SIDEWALK CONTROL JOINTS SHALL BE GROOVED #3 SMOOTH DOWELS 3/8" DEEP ON 4' CENTERS 24" LONG, LUBRICATED

SPACING 12" O.C. USUAL 6" CONCRETE SIDEWALK 4' OR 5'

1/2" JOINTS SHALL BE SPACED AT NOTE: 40' INTERVALS OR AS OTHERWISE WHEN CONCRETE WALK IS ADJACENT TO CURB, DEPTH OF SPECIFIED AND SHALL BE FILLED EXPANSION JOINT MATERIAL SHALL BE SUFFICIENT TO WITH PREMOLDED BITUMINOUS PREVENT CONCRETE TO CONCRETE CONTACT BETWEEN SEE GENERAL EXPANSION JOINT FILLER. WALK AND CURB. WALK SHALL BE 5' WHEN NEXT TO CURB. NOTES (SD-P01) SECTION "G" FOR REBARS SHALL BE PLACED NO CLOSER THAN 6" FROM EDGE BAR SIZE AND OF SIDEWALK. SPACING. AS SPECIFIED (5' USUAL) 6" 12" MAX. 12" MAX. 12" MAX. 6" EDGE 1/2" R 2" SLOPE 1% - 2% TOWARD STREET SEPT 2001 DATE: 2" STANDARD CONSTRUCTIONDETAILS 4" 6"

2" 4' 2" CUSHION SAND OR COMPACTED SUDGRADE REV DATE: MAY 2017 PAVING

6" 12" MAX. 12" MAX. 12" MAX. 12" MAX. 6"

SHEET : CONSTRUCTED MAX. SD-P30 CROSS SLOPE 2% 5' RUNNING SLOPE 5% MAX WHEN ADJACENT STREET ” 5% COLLECTOR STREETS. 1' INSIDER.O.W.OF 4' SIDEWALKSHALLBELOCATED 60' R.O.W. COLLECTOR RESIDENTIAL STREETS. 1' INSIDER.O.W.OF 4' SIDEWALKSHALLBELOCATED 50' R.O.W. RESIDENTIAL THOROUGHFARES. 1' INSIDER.O.W.OF 5' SIDEWALKSHALLBELOCATED 70'+ R.O.W. THOROUGHFARE SEE COASIDEWALK DETAIL SD-P30 ROW

R.O.W. R.O.W. R.O.W. CONCRETE SIDEWALK 1' 1' 1' 1' SIDEWALK SIDEWALK 4' or5' SIDEWALK 4' (CONTINUED) 4' 5' 4.5'

VARIES GRASS VARIES 6.5' GRASS B/C GRASS

B/C B/C STREET 15.5' JUNE 1998 DATE: STANDARD CONSTRUCTIONDETAILS STREET VARIES STREET 18.5' C L REV DATE: OCT 2016 PAVING C C L L SHEET : SD-P31 BRICK SHALL BE ASTM C902 COLOR & PATTERN DETERMINED BY CITY OF ALLEN 4'-4"

HAND SWEPT SAND INTO JOINT, NO GAP (1 PART COLORED PORTLAND & 3 PARTS SAND) PLANTING BED 1/2" BITUMINOUS EXPANSION JOINT PEDESTRIAN BRICK MATERIAL. DEPTH OF JOINT MATERIAL SHALL BE SUFFICIENT TO PREVENT " R.O.W. & PAY LINE CONTACT BETWEEN WALK AND CURB

NOTE: PLANTING 2 1 VARIES

BED BEYOND R.O.W. 2 IS UNDER SEPARATE STOP EXPANSION JOINT AT

CONTRACT. " 2 1/4" 4 TOP OF CURB AND SEAL WITH 1 CONCRETE GRAY SEALANT 1 2" 2" 4"

1" 6" CONC. STREET 2" 4" CONCRETE (6" CONCRETE SUBBASE REQUIRED IN SOME #3 @ 12" O.C. SAND AREAS, SEE PLAN) 2" SAND SETTING BED SUBGRADE COMPACTED TO 95% OF STANDARD PROCTOR AT 0% TO +3% OF OPTIMUM MOISTURE TYPICAL BRICK SIDEWALK AND SUPPORT SLAB

FACE OF CONCRETE CURB 4'-4" 6" HAND SWEPT SAND INTO JOINT, NO GAP (1 PART COLORED & 3 PARTS SAND)

1/2" BITUMINOUS EXPANSION JOINT 4'-4" PEDESTRIAN BRICK MATERIAL. DEPTH OF JOINT MATERIAL SHALL BE SUFFICIENT TO PREVENT SOLDIER COURSE CONTACT BETWEEN WALK AND CURB

PLANTING BED STOP EXPANSION JOINT AT " 2 1/4"

4 TOP OF CURB AND SEAL WITH 1 CONCRETE GRAY SEALANT 1 BRICK PAVERS ON

4" CONCRETE BASE 6" CONC. 1" STREET

3" 4" 4"

EDGE OF BUILDING/ R.O.W. LINE TYPICAL TREE PIT (IF REQ'D)

STANDARD CONSTRUCTION DETAILS PAVING SIDEWALK BRICK PAVERS DATE: REV DATE: SHEET : MARCH 2001 MAY 2017 SD-P32 SEE GENERAL NOTES (SD-P01) SECTION "G" FOR BAR SIZE AND SPACING.

#4 BAR @ 12" O.C. R= 6" 3 3" GRASS 8 SEE SD-P06 " 1:3 BATTER R=3" FOR DETAIL 1 2"

6" R=1

#3 BAR

6" STREET 6" OR 7" 6" 6" 2.5' (USUAL) #4 BAR #4 BAR SEPARATE CURB-AND-GUTTER SECTION NTS

NOTES: 1. 2-INCH CUSHION SAND REQUIRED ON SUBGRADE COMPACTED WITHIN 95% STANDARD PROCTOR DENSITY. 2. POURS SHALL REQUIRE A PRE-POUR INSPECTION FOR , REINFORCEMENT AND GEOPMETRY. VISUAL INSPECTIONS MAY BE MADE

#3 SMOOTH DOWELS (24" LONG) 12" LEADWALK AFTER THE POUR TO ADDRESS O.C. REQUIRED EXP. JOINT AT TWO TOOLED JOINTS, FINISH, SUBGRADE PROPERTY INTEGRITY, ETC. LEGS OF INTERSECTIONS OF LEAD LINE WALK AND PUBLIC WALK AS SHOWN 3. ENSURE THAT FLATWORK DOES NOT OBSCURE ABOVE-GROUND APPURTENANCES (I.E. VALVES, MH LIDS) 4. EXPOSED CONCRETE IS NOT ACCEPTABLE FOR SIDEWALK WITHIN PUBLIC RIGHT-OF-WAY. 5. SIDEWALKS SHALL BE 48" WIDE (MIN.) WITH 42" (MIN.) UNOBSTRUCTED. SIDEWALKS GRASS SIDEWALK ALONG ARTERIAL (THOROUGHFARE) ROADWAYS SHALL BE 5' MIN. 6. FOR CURB DETAIL SEE SHEET SD-P11 LEADWALK

CURB CUT A MIN. OF 1' A MIN. OF 1'

1" FELT EXP. JOINT REQUIRED BETWEEN CURB BACK OF CURB AND LEADWALK

STREET

STANDARD CONSTRUCTION DETAILS PAVING CURB AND LEAD WALK REPAIR DATE: REV DATE: SHEET : AUG 2005 MAY 2017 SD-P33 STANDARD CONSTRUCTION DETAILS PAVING BARRIER FREE RAMPS TYPE 'A' & 'B' DATE: REV DATE: SHEET : MAR 2004 JAN 2018 SD-P34 STANDARD CONSTRUCTION DETAILS PAVING BARRIER FREE RAMPS TYPE 'C' & 'D' DATE: REV DATE: SHEET : MAR 2004 JAN 2018 SD-P35 LAYOUT

STANDARD CONSTRUCTION DETAILS BARRIER FREE RAMPS PAVING

TYPE 'E' DATE: REV DATE: SHEET : DEC. 2016 JAN 2018 SD-P36 BRICKS LAYOUT

STANDARD CONSTRUCTION DETAILS PAVING BARRIER FREE RAMPS TYPE 'F' DATE: REV DATE: SHEET : DEC. 2016 JAN 2018 SD-P37 STANDARD CONSTRUCTION DETAILS BARRIER FREE RAMPS PAVING TYPE 'G' (NEW DEVELOPMENT DATE: REV DATE: SHEET : RESIDENTIAL & COMMERCIAL) JAN 2018 SD-P38 STANDARD CONSTRUCTION DETAILS PAVING BARRIER FREE GENERAL NOTE & DETECTABLE SURFACE DATE: REV DATE: SHEET : MAR 2004 JAN 2018 SD-P39 FUTURE SIDEWALK

EXPANSION JOINT

DRIVEWAYS OR ALLEYS ROW/PROPERTY LINE 1' TYP.

5 % MAX. 4' OR 5' 2% MAX. MAX. 2% SLOPE 2% MAX.

EXPANSION JOINT 6.25% MAX. TRANSITION SAWCUT AND REMOVE NEW CURB/GUTTER PAVEMENT & CURB. FROM 6" TO Ø

SEE SD-42 FOR SLOPES

1' 4' OR 5' TYP. TRANSITION SW NEW CURB/GUTTER FROM 6" TO Ø

2% MAX. 6"

EXISTING STREET ROW/PROPERTY LINE

STANDARD CONSTRUCTION DETAILS BARRIER FREE RAMPS PAVING

AT DRIVEWAYS & ALLEYS DATE: REV DATE: SHEET : SEPT 1991 JAN 2018 SD-P40 10' MINIMUM (RES.) 30' MINIMUM (COMM.)

REDWOOD EXP. JOINT R.O.W. LINE ACCESSIBLE 1' USUAL SLOPE : 2% MAX. PATH WALK WAY

5% MAX. 5% MAX. 4'-5'

R= 10' FOR RES. DRIVE

30' FOR COMM DRIVE. 6" 12" FACE OF CURB

SAWCUT OF BLOCK-OUT LIMIT IF NOT MONOLITHIC PAVEMENT REINFORCEMENT WITH STREET PAVEMENT LAPPED 30 DIA. OR No. 6 BAR DOWEL 2' LONG TO BE DRILLED IF NOT TIED TO EXISTING

1' USUAL 4'-5' WALKWAY 6" 12"

CURB REDWOOD EXP. JOINT SAWCUT OF BLOCK-OUT LIMIT IF NOT MONOLITHIC WITH STREET PAVEMENT

SLOPE : 2% MAX. SLOPE : 8% - 10% MAX.

REINF. CONCRETE PAVEMENT SEE ENLARGE DETAIL FOR R.O.W. LINE ASPHALT CONNECTION

2.5' ASPHALT 6" 6" CURB PAVEMENT 3" 6" 3"

CONCRETE PAVEMENT CONSTRUCTED MAX. CROSS SLOPE 2% RUNNING SLOPE 5% MAX WHEN ADJACENT STREET ” 5%

STANDARD CONSTRUCTION DETAILS DRIVEWAY RETURN DETAILS PAVING (RESIDENTIAL AND COMMERCIAL) DATE: REV DATE: SHEET : SEPT 1991 MAY 2017 SD-P41 FOR DRIVEWAY APPROACH DETAILS, SEE PAVING DETAIL

ALLEY PAVEMENT 3/4" EXPANSION JOINT W/ #4 SMOOTH DOWELS ON 12" (MAX.) O.C. 12' TYPICAL 2' TYP.

PROPERTY LINE REDWOOD EXP. JOINT W/ #3 SMOOTH (24" LONG)

DOWELS (12" O.C.) 20' MAX. ALLEY DRIVEWAY

REDWOOD EXP. JOINT 8" 4" 4"

12' (TYP.) 9' MIN. 2' SECTION A-A

TYP. TRANSITION FROM 8" TO 4" TYPICAL THICKNESS REAR-ENTRY FOOT PRINT

#3 SMOOTH DOWELS REDWOOD (24" LONG)12" O.C. EXP. JOINT REQUIRED EXPANSION JOINTS AT TWO LEGS OF INTERSECTIOS OF LEAD WALK AND PUBLIC WALK AS SHOWN. TOLLED JOINT 4' EXIST. LEADWALK SPACING 4' MAX. TYP. O.C. SIDEWALK PROPERTY LINE GRASS

BACK OF CURB

DOWEL INTO EXIST. SIDEWALK 40' MAX. 6" MIN. PENETRATION EXP. JOINT SPACING 3/4" FELT EXPANSION JOINT REQUIRED BETWEEN BACK STREET PAVEMENT OF CURB AND SIDEWALK (DON'T DOWEL INTO CURB)

STANDARD CONSTRUCTION DETAILS PAVING SIDEWALKS AND DRIVEWAYS DATE: REV DATE: SHEET : AUG. 2002 MAY 2017 SD-P42 EXPANSION JOINT MADE OF STANDARD LAYOUT OPTIONAL LAYOUT PREMOLDED ASPHALTIC TYPE OR REDWOOD BOARDS No. 4 DOWEL BARS, 2' IN LENGTH WITH CAPS

5' " 4 3

2' 5' " 4

PROPERTY 3 PROPERTY LINE LINE 2' DRIVEWAY RETURNFOR ALLEY

ALLEY SEE SD-P01 FOR DETAILS.

3/4" EXPANSION JOINT MADE OF 3 2' 4" PREMOLDED ASPHALTIC TYPE OR REDWOOD BOARDS

ALLEY HOME 4" 8" No. 4 DOWEL BARS @ 12" O.C. 2' IN LENGTH WITH CAPS SEPT 1991 DATE: STANDARD CONSTRUCTIONDETAILS

3 5' 4" 3/4" EXPANSION JOINT MADE OF 2' PREMOLDED ASPHALTIC TYPE PROPERTY LINE OR REDWOOD BOARDS REV DATE: MAY 2017 PAVING ALLEY HOME 4" 8" No. 4 DOWEL BARS @ 12" O.C 2' IN LENGTH WITH CAPS SHEET : SD-P43 EXISTING ASPHALT STREET

6' THICK ASPHALT TRANSITION 1.5" 1.5" 4.5" 1.5"

STREET CONNECTION 10'

6" - 3600 PSI R=10' END CURBS REINF. CONCRETE OR AS SPICIFIED FOR DRIVES SEPT 1991 DATE: STANDARD CONSTRUCTIONDETAILS

TYPICAL DRIVE OR STREET CONNECTION REV DATE: AUG. 2006

PAVING TO EXISTING ASPHALT STREET NTS SHEET : SD-P44 COUNTERSUNK METAL ANCHOR SHALL NOT COUNTERSUNK DIAMOND GRID GALVANIZED PROTRUDE ABOVE METAL ANCHOR DIAMOND GRID GALVANIZED PLATE INSTALLED AT SURFACE STEEL PLATE INSTALLED AT SIDEWALK CROSSING FLUME SHALL NOT STREET LEVEL PROTRUDE ABOVE SIDEWALK CROSSING FLUME FACE OF CURB FLUSH WITH SIDEWALK. SURFACE FLUSH WITH SIDEWALK. 12" 12" 12" SIDEWALK 4' MIN. 18" SIDEWALK SIDEWALK SEE ENLARGE DETAIL 6" 6" 6" VOID 12" 3" 6" 3" 18" BLOCK-OUT LIMIT IF NOT No. 3 BARS ON 18" MONOLITHIC WITH STREET CTRS BOTH WAYS PAVEMENT 6"

DOWEL BLOCK-OUT LIMIT IF NOT MONOLITHIC WITH STREET PAVEMENT DIAMOND GRID GALVANIZED

SIDEWALK FLUMEDETAIL STEEL PLATE INSTALLED AT SIDEWALK CROSSING FLUME FACE OF CURB FLUSH WITH SIDEWALK. 12" CURB 18"

12" COUNTERSUNK METAL ANCHOR SHALL NOT PROTRUDE ABOVE .5" MIN.

12" R=3/8" SURFACE COUNTERSUNK METAL ANCHOR

6" SHALL NOT 5.5" PROTRUDE ABOVE DIAMOND GRID GALVANIZED SURFACE STEEL PLATE INSTALLED AT SIDEWALK CROSSING FLUME FLUSH WITH SIDEWALK. 6" SIDE WALK 4' MIN. SEPT 1991 DATE: STANDARD CONSTRUCTIONDETAILS

6" No. 3 BARS ON 18" CTRS BOTH WAYS No. 3 BARS ON 18" CTRS BOTH WAYS 18" REV DATE: FEB 2017 PAVING BASED ON 100 P.S.I. LIVE STEEL PLATE FLUME COVER LOAD AND MAX. DEAD & LIVE LOAD DEFLECTION OF L/240 6" USUAL MAX = 4' 6" SPAN PLATE BOLT PLATE DOWN WITH FEET THICKNESS BRASS BOLTS. BOLTS SHALL INCHES BE 1/2" DIA. RECESSED TO FLUSH 4 1/2" WITH TOP OF PLATE AND SPACED 6 5/8" A MAXIMUM OF 12" ON CENTERS. 1/2" DIA. SELF-DRILLING ANCHORS SHEET : SD-P45 8 3/4" SHALL BE USED AND SPACED THE 10 7/8" SAME. SURFACE OF PLATE SHALL BE A NON-SKID MATERIAL. 3600 PSI REINF CONCRETE 18" 12" #3 BAR R1" #4 BARS ON 12" CENTERS FLOW LINE 2" 4" 10" 8" SECTION FOR MOUNTABLECURB 6" 6" ALTERNATE STREETR.O.W.

4" 21" 5" #4 BAR 30" #4 BAR

MOUNTABLE CURB SECTION (MCB)

CL 6" CROWN APR. 2001 DATE: STANDARD CONSTRUCTIONDETAILS

2.5' MCB 14' 14' 2.5' MCB

10' R.O.W. 33' B-B STREET 10' R.O.W. REV DATE: NOV. 2017 PAVING 53' R.O.W. SHEET : SD-P46 TYPICAL MOLDED MAILBOX MAILBOX SHALL BE MARKED WITH NUMBER

MAILBOX SHALL BE MADE OF LIGHTWEIGHT SHEET METAL OR LIGHTWEIGHT PLASTIC. HEAVY STEEL, CAST IRON OR DECORATIVE MAILBOXES SHALL NOT BE USED. U.S. POSTAL MAILBOX REQUIREMENTS ARE IN POSTAL BULLETIN No. 21907

TYPICAL MAILBOX SIZE IN INCHES

WIDTH HEIGHT 9.25 22.5

* MAXIMUM ALLOWED DIMENSIONS FOR MAILBOX MAILBOX SIZES MAILBOX DETAIL ENLARGE TYPE 5 SUPPORT/ ONE PIECE MOLDED PLASTIC MAILBOXES MOLDED PLASTIC MAILBOXES SHALL BE INSTALLED ON 4" X 4' TREATED TIMBER POSTS ONLY. POST MAY BE SET IN LOW STRENGTH . THE USE OF STEEL OR STRUCTURAL TUBING IN PLACE OF TIMBER POST IS PROHIBITED. MAILBOX SHALL BE STEP 2 MODEL # 533800 OR APPROVED EQUAL.

NOTE:

DEC 2008 SIDEWALK PAVEMENT REFER TO

DATE: CITY OF ALLEN STANDARD SD-P33 STANDARD CONSTRUCTIONDETAILS FOR SECTION & DETAIL REV DATE:

PAVING MAIL BOX SEE SIZES

NOTE: SHEET : SD-P47 FRONT OF MAILBOX LINES UP WITH BACK OF CURB.

FOR TWO MAILBOXES, MAINTAIN 1' SPACING BETWEEN MAILBOXES AND 1.5' FROM JOINT TO EACH MAILBOX.