streets c-200 to c-261mag 222 type 'a' typ. 8' typ. 65' r/w typ. 30.5' b/c...

STREETS

C-200 TO C-261

8'

PUE

CATVTEL

POWERGAS

1'

S/W

IRRIGATION/REC.WATER

SEWER

STORMDRAIN

MAJORTEL.

1'

WATERREC. WATERPRIVATE

4'

8'

PUE

CATVTELPOWER

12'

14'

2.5'

14'

LOOKING NORTH OR WEST

CL

STREET R/W

NOTE: WHEN IN THE BEST INTEREST OF THE CITY, THE PUBLIC WORKS DIRECTOR, OR DESIGNEE,

(NON-PRIVATE)

STANDARD UTILITY LOCATIONS

(A LINE LARGERWATER MAIN

TRANSMISSION

DIAMETER)THAN 16" IN

COLLECTOR STREETSCHANDLERSTANDARD

APPROVED:

DATE:CITY ENGINEER

C-201

NTS

DETAIL NO.CITY OF

DETAIL

PRIVATE RECLAIMED WATERPERIMETER WALL WITHOUT

5'

RECLAIMED WATERWITH PRIVATE

PERIMETER WALL

(TYP. BOTH SIDES)

C-201

NTS

DETAIL NO.

MAY WAIVE SIDEWALK ON ONE SIDE OF ROADWAY IN INDUSTRIAL AREAS.

S/W

05-10-2018

LOCAL STREETS

STANDARD UTILITY LOCATIONS

LOOKING NORTH OR WEST

8'

EASEMENT

1'

CATV

TEL

POWER

GAS

REC. WATER

SANITARY SEWER

IRRIGATION/6'

CL

STREET R/W 8'

EASEMENT

S/WS/W

1'

WATER

POWER

TEL.

CATV

CHANDLERSTANDARD

APPROVED:

DATE:CITY ENGINEER

C-202

NTS

DETAIL NO.CITY OF

DETAILC-202

NTS

DETAIL NO.

05-10-2018

CL

NOTES:

1. THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH MAG STANDARD SPECIFICATIONS, SEC. 301.

3. ASPHALTIC CONCRETE PAVEMENT:A. 3" THICK A19 OR A25 EVAC BASE COURSE WITH 2" OF A12.5 EVAC SURFACE COURSE.

B. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MAG STANDARD SPECIFICATIONS, SECS. 310 AND 702.A. THE THICKNESS SHALL CONFORM TO COC STANDARD DETAIL C-239.

2. BASE COURSE:

B. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO EVAC AND MAG STANDARD SPECIFICATIONS, SECS. 321 AND 710.

7.5' B/C

65' R/W TYP.

4. ADDITIONAL RIGHT-OF-WAY SHALL BE PROVIDED WHERE NECESSARY TO ACCOMMODATE DOUBLE LEFT TURN LANES OR RIGHT TURNLANES WARRANTED BY TRAFFIC DEMANDS.

MAJOR ARTERIAL STREET

TYPICAL CROSS SECTION

5. MEDIAN END SHALL BE RAMP PER COC STANDARD DETAIL C-225.6. MEDIAN LANDSCAPE AREA SHALL BE PER COC STANDARD DETAIL C-807.

2.5%-3%

50' B/C TYP.

42.5' B/C TYP.

2.5%-3%

MAG 222 'A'

MAG 220 'A'

4:1 MAX

MAG 220 'A'TYP.

15' B/C TYP.

1.5% TYP

6' MEANDERING SIDEWALK TYP.BOTH SIDES PER MAG 230

CHANDLERSTANDARD

APPROVED:

DATE:CITY ENGINEER

C-203

NTS

DETAIL NO.CITY OF

DETAILC-203

NTS

DETAIL NO.

8' PUE

TYP.

05-10-2018

15' TYP.

CL

12' TYP.

MEDIAN CURB

MAG 222 TYPE 'A' TYP.8' TYP.

65' R/W TYP.

30.5' B/C TYP.

PHASED MAJOR ARTERIAL STREET

TYPICAL CROSS SECTION

2.5%-3%

MAG 220 'A'

4:1 MAX

MAG 220 'A'

2.5%-3%

19.5' B/C TYP.

BOTH SIDES PER MAG 2306' MEANDERING SIDEWALK TYP.

1.5% TYP.

NOTES:

1. THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH MAG STANDARD SPECIFICATIONS, SEC. 301.

3. ASPHALTIC CONCRETE PAVEMENT:A. 3" THICK A19 OR A25 EVAC BASE COURSE WITH 2" OF A12.5 EVAC SURFACE COURSE.

B. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MAG STANDARD SPECIFICATIONS, SECS. 310 AND 702.A. THE THICKNESS SHALL CONFORM TO COC STANDARD DETAIL C-239.

2. BASE COURSE:

B. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO EVAC AND MAG STANDARD SPECIFICATIONS, SECS. 321 AND 710.4. ADDITIONAL RIGHT-OF-WAY SHALL BE PROVIDED WHERE NECESSARY TO ACCOMMODATE DOUBLE LEFT TURN LANES OR RIGHT TURN

LANES WARRANTED BY TRAFFIC DEMANDS.5. MEDIAN LANDSCAPE AREA SHALL BE PER COC STANDARD DETAIL C-807.6. 0.2% MINIMUM LONGITUDINAL GRADE ALLOWED.

8' PUE

TYP.

CHANDLERSTANDARD

APPROVED:

DATE:CITY ENGINEER

C-204

NTS

DETAIL NO.CITY OF

DETAILC-204

NTS

DETAIL NO.

05-10-2018

17' B/C TYP.

CL

7.5' B/C

TYPICAL CROSS SECTION

MINOR ARTERIAL STREET

2.5%-3%

30.5' B/C TYP.

MAG 220 'A'

4:1 MAX.2.5%-3%

MAG 222 'A'MAG 220 'A'

TYP.

55' R/W TYP.

BOTH SIDES PER MAG 2306' MEANDERING SIDEWALK TYP.

1.5% TYP

NOTES:

1. THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH MAG STANDARD SPECIFICATIONS, SEC. 301.

3. ASPHALTIC CONCRETE PAVEMENT:A. 3" THICK A19 OR A25 EVAC BASE COURSE WITH 2" OF A12.5 EVAC SURFACE COURSE.

B. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MAG STANDARD SPECIFICATIONS, SECS. 310 AND 702.A. THE THICKNESS SHALL CONFORM TO COC STANDARD DETAIL C-239.

2. BASE COURSE:

B. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO EVAC AND MAG STANDARD SPECIFICATIONS, SECS. 321 AND 710.4. ADDITIONAL RIGHT-OF-WAY SHALL BE PROVIDED WHERE NECESSARY TO ACCOMMODATE DOUBLE LEFT TURN LANES OR RIGHT TURN

LANES WARRANTED BY TRAFFIC DEMANDS.

6. MEDIAN LANDSCAPE AREA SHALL BE PER COC STANDARD DETAIL C-807.7. 0.2% MINIMUM LONGITUDINAL GRADE ALLOWED.

5. RAMP END OF MEDIAN PER COC STANDARD DETAIL C-225.

CHANDLERSTANDARD

APPROVED:

DATE:CITY ENGINEER

C-205

NTS

DETAIL NO.CITY OF

DETAILC-205

NTS

DETAIL NO.

8' PUE

TYP.

05-10-2018

SECTION A-A

4"

2'

CURB RAMPFOR ROLL CURB

R/W LINE

3' - 6"

SUBGRADE PREPARATIONPER MAG STD SPEC 301

SLOPE 8% MAX

NOTES:

CHANDLERSTANDARD

APPROVED:

DATE:CITY ENGINEER

C-243

NTS

DETAIL NO.CITY OF

DETAIL

SIDEWALK WIDTH

4'

4'

4'

+0.33'+0.39'

+0.09'

+0.38'+0.33'+0.09'

+0.39'

R/W

A

A

4" ROLL CURB ANDGUTTER

NOTE: ALL ELEVATIONS ARE IN RELATION TO ADJACENT GUTTER FLOW LINE ELEVATION.

4' - 0"

DETECTABLEWARNING

C-243

NTS

DETAIL NO.

L

DETECTABLE WARNING

2'

+0.38'

1. CONTROL ELEVATIONS SHOWN ARE IN RELATIONTO GUTTER F ELEVATION = 0.00

2. CLASS 'B' CONC. CONSTRUCTION AS PERM.A.G. STD. SPEC. 725.

3. DETECTABLE WARNING PER APPROVEDPRODUCTS LIST.

5' ROLL CURBTRANSITIONPER MAG DTL221, TYP.

+0.44'

+0.44'

4.0'

5'

5'

SLOPE 1.5%

ROUGH BROOMFINISH, USE RIPPLESURFACE PATTERN

+0.00'5"

PER PLANS

05-10-2018

ACCESSIBLE CURB RAMPALIGNMENT

CHANDLERSTANDARD

APPROVED:

DATE:CITY ENGINEER

C-249

NTS

DETAIL NO.CITY OF

DETAILC-249

NTS

DETAIL NO.

C/L

OP

TIM

AL

OP

TIM

AL

1. ALL RAMPS AND TRUNCATED DOMES SHALL BE ALIGNED SUCH

THAT A LINE DRAWN PERPENDICULAR TO THE DOMES ALIGNS

WITH THE CENTER OF THE OPPOSING RAMP (OPTIMAL).

IN NO CASE SHALL SAID LINE BE GREATER THAN 5' FROM THE

3. REFER TO THIS PROJECTS APPROVED PEDESTRIAN ROUTING

PLAN FOR RAMP LOCATION.

CENTER OF OPPOSING RAMP (UNACCEPTABLE).

2. PEDESTRIAN AND TRAFFIC CONTROL INCLUDING PAVEMENT

MARKINGS AND SIGNAGE SHALL CONFORM TO CITY AND

MUTCD REQUIREMENTS.

UNACCEPTABLE

WHEN OFFSET IS

GREATER THAN 5'

O

P

T

IM

A

L

(S

K

E

W

E

D

C

O

N

D

IT

IO

N

)

C

-

2

5

8

(

T

Y

P

)

90° (TYP)

C

-

2

5

8

(

T

Y

P

)

M

I

N

W

I

D

T

H

P

E

R

W

I

D

T

H

P

E

R

4. ALL PEDESTRIAN CROSSINGS SHALL MAINTAIN A MINIMUM

4' WIDTH AND NOT EXCEED A 2% CROSS SLOPE.

05-10-2018