56
STREETS C-200 TO C-261
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
