Typical Alley Turnout Development Office No

Home , Concrete, Sidewalk

10" MIN. E R.O.W. OR N OVERLAP TYP. I L EASEMENT LINE

VARIES R E T

T 5' MIN. PROPOSED U G PAVEMENT 2% MAX SLOPE 12'

* 3" MAX FOR SIDEWALKS 3" 3" CROSSING DRIVES 2"

SECTION "A-A" 8"

SUBBASE AS DIRECTED 5" #3 REBAR PER THE PLANS 24" OC EW

6" LIME STABILIZED R.O.W. LINE SECTION "B-B" SUBGRADE

18' RESIDENTIAL DOWELS AS REQUIRED 15'x15' CORNER 12' RESIDENTIAL PER PLANS CLIP (TYPICAL)

REPLACE SECTION EXPANSION IF REQUIRED "A" JOINT

4' SIDEWALK "B" "B"

5.0' NO. 3 BARS ON TOOLED 24" CENTERS JOINTS EACH WAY

10' RAD. MIN NO. 3 BARS (TYPICAL) BENT TO A RADIUS OF 4" GREATER THAN CURB RADIUS

2' EXIST. CURB "A"

EXIST. STREET WHEN ALLEY APPROACH MEETS EXISTING PAVEMENT THIS JOINT NOTE: MUST BE SAW-CUT PLAN VIEW DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of Description Date Standard Details No. Community Typical Alley Turnout Development Office No. 972-219-3490 Sheet: onto Residential Streets Fax No. 972-219-3487 3.1 www.cityoflewisville.com 12.0' MIN. 5' SINGLE FAMILY DETACHED 24' MAX. NOTE: MIN.

MAX SLOPE ON DRIVEWAY SHALL NOT EXCEED 8% UP TO R.O.W. LINE AND 14% 18" BEYOND THE R.O.W. LINE. TOWNHOUSE MIN.

PROPERTY LINE

6" REINFORCED CONCRETE PAVEMENT @ 3,500 PSI WITH #3 BARS ON 24" CENTER EACH WAY

DRIVEWAY

REDWOOD EXPANSION JOINT

R.O.W. R.O.W. ' 0 . 3 1' EDGE OF PAVEMENT

DOWELS

' ' #3 ROD, 2' LONG 0 0 . . EXISTING

8 2 AT 24" CENTERS 1 1 ALLEY PAVING (CONCRETE)

' EDGE OF PAVEMENT 0 . 3

R.O.W.

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community Development Residential Driveway Connection Office No. 972-219-3490 Sheet: (To Alley) Fax No. 972-219-3487 www.cityoflewisville.com 3.2 SEE TABLE

#4 DOWEL BARS 2' 1' 1/2" REDWOOD EXPANSION 2'-0" LONG JOINT (TYP) DRIVEWAY WIDTHS (SMOOTH) TYP.

A TYPE WIDTH RADIUS

RESIDENTIAL 12' (MINIMUM) 5' R.O.W. LINE R.O.W. LINE

' EXPANSION JOINT 1 24' (MAXIMUM) 5' COMMERCIAL TYP. 1' TYP. REFER TO APPROVED ENGINEERING SITE PLAN

2' TYP. 4' TYP.

STANDARD CONCRETE 5' MIN. SIDEWALK

REINFORCED CONCRETE PAVEMENT TO BE 8" THICK FOR COMMERCIAL AND NO. 3 BARS ON 24" 6" THICK FOR RESIDENTIAL CENTERS EACH WAY IF WITHIN 2' OF NEAREST SAW JOINT, (4200 PSI @ 3 DAYS) ON COMPACTED AND IN PROPOSED CURB TAKE SAW CUT TO EXISTING SAW SUBGRADE (95% STD PROCTOR) JOINT SAW CUT COMPLETELY THROUGH 1' PAVEMENT

EDGE OF ASPHALT PAVEMENT EDGE OF ASPHALT PAVEMENT

1' A REMOVE AND REPLACE WITH 2" TYPE "C" HMAC ASPHALT PAVEMENT (SURFACE COURSE). THE REMAINING DEPTH SHALL CONSIST OF TYPE "B" HMAC. APPLY SAWCUT FULL DEPTH TACK COAT ON ALL EXISTING SURFACES. OF PAVEMENT

R.O.W. LINE 1 / 2" REDWOOD EXPANSION JOINT TYP.

EXISTING BACK OF CURB CURBING BEYOND 4' 1' 2' SIDEWALK SAWCUT EXISTING MINIMUM PAVEMENT FOR NEW CONSTRUCTION 2% MAX SLOPE E 1 SEE NOT

EXISTING ASHALT PROPOSED DRIVE PAVEMENT MAINTAIN LOWEST POINT OF GUTTER OR PARKING ALONG PROJECTED FACE OF CURB

SEAL CONSTRUCTION NOTE: JOINTS

1. MAXIMUM SLOPE IS 10% FOR RESIDENTIAL AND 8% FOR COMMERCIAL.

A-A SECTION THROUGH DRIVE APPROACH 2. DRIVEWAY TO BE CONSTRUCTED WITHIN 5 DAYS OF SAWCUTTING PAVEMENT.

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community Development Driveway Paving Detail Office No. 972-219-3490 Sheet: (Concrete Drive with Asphalt Pavement) Fax No. 972-219-3487 www.cityoflewisville.com 3.3 SEE TABLE

#4 DOWEL BARS 2.0' 1.0' 1/2" REDWOOD EXPANSION 2'-0" LONG DRIVEWAY WIDTHS JOINT (TYP) TYP.

A TYPE WIDTH RADIUS RESIDENTIAL 12' (MINIMUM) 5'

R.O.W. LINE R.O.W. LINE 24' (MAXIMUM) 5' EXPANSION JOINT 1' TYP. COMMERCIAL 1.0' TYP. REFER TO APPROVED ENGINEERING SITE PLAN

STANDARD 2.0' TYP. CONCRETE 4.0' TYP. SIDEWALK

REINFORCED CONCRETE PAVEMENT 5' MIN. TO BE 8" THICK FOR COMMERCIAL AND 6" THICK FOR RESIDENTIAL (4200 PSI @ 3 DAYS) NO. 3 BARS ON 24" ON COMPACTED SUBGRADE CENTERS EACH WAY (95% STD PROCTOR) AND IN PROPOSED CURB

DOWEL INTO EXISTING CURB IF WITHIN 2' OF NEAREST SAWJOINT, TAKE SAW CUT TO EXISTING SAWJOINT SAWCUT COMPLETELY THROUGH CONCRETE

2.0'

A CONCRETE PAVEMENT CONC. PAVEMENT REINFORCEMENT 10" MIN. OVERLAP OR #4 DOWELS 2.0' IN LENGTH

R.O.W. LINE

EXISTING BACK OF CURB CURBING 1 / 2" REDWOOD BEYOND 4.0' EXPANSION JOINT TYP. 2' SIDEWALK SAWCUT EXISTING MINIMUM PAVEMENT FOR NEW CONSTRUCTION 2% SLOPE E 1 SEE NOT

EXISTING CONCRETE PROPOSED DRIVE PAVEMENT MAINTAIN LOWEST POINT OF GUTTER OR PARKING ALONG PROJECTED FACE OF CURB

SEAL CONSTRUCTION NOTE: JOINTS 1. MAXIMUM SLOPE IS 10% FOR RESIDENTIAL AND 8% FOR COMMERCIAL

2. DRIVEWAY TO BE CONSTRUCTED WITHIN 5 DAYS OF A-A SECTION SAW CUTTING PAVEMENT NOTE: CONCRETE DRIVE APPROACH DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community Driveway Paving Detail Development Office No. 972-219-3490 Sheet: (Concrete Drive with Concrete Pavement) Fax No. 972-219-3487 www.cityoflewisville.com 3.4 SEE TABLE

#4 DOWEL BARS 2.0' 1.0' 1/2" REDWOOD EXPANSION 2'-0" LONG JOINT (TYP) DRIVEWAY WIDTHS TYP. TYPE WIDTH FLARE A SINGLE FAMILY12' (MINIMUM) DETACHED 24' (MAXIMUM 5' 5' R.O.W. LINE R.O.W. LINE TOWNHOUSE EXPANSION JOINT 1' 12' (MINIMUM) 18'' TYP. 24' (MAXIMUM 18'' 1.0' TYP. COMMERCIAL REFER TO APPROVED ENGINEERING SITE PLAN STANDARD 2.0' TYP. CONCRETE 4.0' TYP. SIDEWALK

REINFORCED CONCRETE PAVEMENT TO BE 8" THICK FOR COMMERCIAL AND 6" THICK FOR RESIDENTIAL (4200 PSI @ 3 DAYS) NO. 3 BARS ON 24" ON COMPACTED SUBGRADE CENTERS EACH WAY (95% STD PROCTOR) AND IN PROPOSED CURB

DOWEL INTO EXISTING CURB

2'-6''

A PAVEMENT

R.O.W. LINE

EXISTING BACK OF CURB 1 / 2" REDWOOD 4.0' EXPANSION JOINT TYP. 2'-6'' SIDEWALK MINIMUM

E 1 2% MAX SLOPE THROUGH SIDEWALK SEE NOT

CONSTRUCTION EXISTING JOINT PROPOSED DRIVE PAVEMENT OR PARKING

NOTE:

1. MAXIMUM SLOPE IS 8% FOR RESIDENTIAL AND FOR COMMERCIAL

A-A SECTION NOTE: CONCRETE DRIVE APPROACH DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community Driveway Paving Detail Development Office No. 972-219-3490 Sheet: (Concrete Drive with Surmountable Curb) Fax No. 972-219-3487 www.cityoflewisville.com 3.5 SEE TABLE

DOWEL INTO EXISTING CURB

2'-6''

A PAVEMENT

R.O.W. LINE

EXISTING BACK OF CURB 4.0' SIDEWALK 2'-6'' MINIMUM

2% MAX SLOPE THROUGH SIDEWALK E 1 SEE NOT

CONSTRUCTION EXISTING JOINT PROPOSED DRIVE PAVEMENT OR PARKING

1 / 2" REDWOOD NOTE: EXPANSION JOINT TYP.

1. MAXIMUM SLOPE IS 8% FOR RESIDENTIAL AND FOR COMMERCIAL

A-A SECTION NOTE: CONCRETE DRIVE APPROACH DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community Driveway Paving Detail Development Office No. 972-219-3490 Sheet: (Concrete Drive with removed Surmountable Curb) Fax No. 972-219-3487 www.cityoflewisville.com 3.5b 5" 3"R 1

SAW CUT LINE 1'' ABOVE GUTTER LINE T T+1

TOP OF CURB SAW CUT LINE

FACE OF CURB

FLARE WIDTH DRIVE WIDTH FLARE WIDTH GUTTER LINE (SEE TABLE) 3.5b

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 8-13-07 CITY OF Revisions: Department of No. Description Date Standard Details Community Development 6" INTEGRAL Office No. 972-219-3490 Sheet: SURMOUNTABLE CURB SAWING DETAIL Fax No. 972-219-3487 www.cityoflewisville.com 3.5c ' 3

10 12' :1 T 3 * 3" MAX FOR SIDEWALKS R 0 A ' 3" N 2" 3'' CROSSING DRIVES ' S 2 I 1 T IO N A 8" L L E Y

P ' A 3 V IN 5" #3 REBAR G 24" OC EW

6" LIME STABILIZED ' .5 SUBGRADE 4 1

42' R o 45

14.5'

T ' I

S .

0 N

12'

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community

Residential Alley Intersection Development o Office No. 972-219-3490 Sheet: (45 ) Fax No. 972-219-3487 www.cityoflewisville.com 3.6 12'

* 3" MAX FOR SIDEWALKS 3" 3" CROSSING DRIVES 2"

30' #3 REBAR 5" 10:1 TRANSITION 24" OC EW 6" LIME STABILIZED SUBGRADE ' 3 '

2 ALLEY PAVING 1

R ' 0 2

' 4

o 3' (TYP) 45

' 3 N O I T I S ' N 0 3 A R T ' .

5 1 . P : 5 Y 0 1 1 T

12'

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 8-13-07 CITY OF Revisions: Department of No. Description Date Standard Details Community Residential Alley Intersection Development o Office No. 972-219-3490 Sheet: (90 ) Fax No. 972-219-3487 3.7 www.cityoflewisville.com 3.0' TYP.

12.0' 12.0' 3.0' TYP.

43.0' R 43.0' R

12' 12.0' * 3" MAX FOR SIDEWALKS 3" 3" CROSSING DRIVES 2" 3.0' 8"

#3 REBAR 24" OC EW

6" LIME STABILIZED COMPACTED TO SUBGRADE 95% PROCTOR DENSITY

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community Development

Alley "T" Intersection Office No. 972-219-3490 Sheet: Fax No. 972-219-3487 2240 www.cityoflewisville.com 3.8 SCREENING WALL

THOROUGHFARE 20.0' ALLEY

ACCESS ALLOWED

VARIES 5.0' 5.0' 12.0' 3.0'

GRASS

3% 2% MAX 3% SLOPE PE SLOPE 3% SLO SLOPE

GRASS

4" REINF. CONCRETE 4" CONCRETE SEE STANDARD 8" REINF. CONCRETE (CITY STANDARD) (6"x6" #6 GAGE ALLEY SECTION (CITY STANDARD) WIRE MESH OR #3 BARS ON 18'' CENTERS)

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community Residential Alley Development Office No. 972-219-3490 Sheet: Fax No. 972-219-3487 3.9 www.cityoflewisville.com 18'

PROPERTY PROPERTY LINE LINE

3' 12' 3'

GRASS

8'' 5''

6" REINF. CONCRETE GRASS (CITY STD.)

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 8-13-07 CITY OF Revisions: Department of No. Description Date Standard Details Community Development

Standard Residential Alley Office No. 972-219-3490 Sheet: Fax No. 972-219-3487 www.cityoflewisville.com 3.10 35.0'

5.0' 5.0'

) Px R.O.W. LINE Y (T

R ' .0 5 2" THICK 2 CONCRETE EDGE

4' SIDEWALK 4' SIDEWALK

EXIST. CURB EXIST. CURB

Plan View

4' SIDEWALK MIN. 2% MAX

DRIVEWAY SLOPE MAX 8% EXCLUSIVE OF SIDEWALK

Profile View

NOTE: DETAIL SUBJECT TO CHANGE PER DIRECTION OF CITY OF LEWISVILLE ENGINEERING DIVISION.

Dated: 4-27-10 CITY OF Revisions: Department of No. Description Date Standard Details Community Development Driveway Layout - Truck Entrance Office No. 972-219-3490 Sheet: Commercial and Industrial Sites Fax No. 972-219-3487 www.cityoflewisville.com 3.11