ST2310.401 PLAN SET.pdf
PDF 15 MB Posted
- Solicitation number
- BPM007695
- Issued by
- Maricopa County, Arizona
About this file
This document is a 100% complete civil engineering plan set for the City of Chandler's Alley Rehab Dust Emissions Reduction Phase III project (ST2310-401), prepared by Olsson engineering firm and coordinated with multiple city departments and utility providers. The project encompasses dust mitigation improvements across 19.99 miles of alleys distributed across four segments located in Chandler's Functional Management Areas (FMAs) 6, 24, 26, and 27 in Maricopa County, Arizona. The scope of work involves replacing the top 6 inches of existing dirt, gravel, and older aggregate base course with crushed asphalt milling material, with some alleys receiving fog seal applications on existing asphalt pavement. The plan set includes detailed paving plans for each segment (divided into quadrants), typical alleyway cross-sections accommodating 16-foot and 20-foot rights-of-way, and specifications for adjusting existing utilities including manhole frames, valve boxes, and SRP irrigation pipes according to Maricopa County and City of Chandler standards.
The plan set indicates coordination with eight utility providers—APS, AT&T, CenturyLink (Lumen), Cox, MCI Metro/Verizon, SRP, SWG, and Gigapower—with contact submissions dated between March 2024 and August 2025. Construction requirements reference compliance with Maricopa County specifications and City of Chandler detail standards, particularly MAG Sections 333, 345, and associated detail standards for utility adjustments. As-built certifications are required from the City Engineer, Civil Transportation Engineer, and Public Works and Utilities Director, with environmental review coordination noted from Maricopa County Environmental Service Department and Flood Control District as required. The project is identified with Federal ID CHN-0(256)D and ADOT Project Number T0555(01C), indicating federal involvement in project funding or oversight.
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Text version
COUNCIL
VICE MAYOR
MAYOR
KEVIN HARTKE
MARK STEWART
CHRISTINE ELLIS
OD HARRIS
C.O.C. LOG NO.: CIV24-0033
th
S t.
I-1
K yr en e
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Ru ra l R d.
M cC lin to ck D r.
Pr ic e Rd
D ob so n
Rd
A lm a Sc ho ol
R d.
A riz on a
A ve
M cQ ue en
R d.
Co op er R d.
G ilb er t R d.
Chandler Blvd.
Hunt Highway
Germann Rd.
Pecos Rd.
Queen Creek Rd.
Chandler Heights Rd.
Riggs Rd.
Ocotillo Rd.
Elliot Rd.
Western Canal
Ray Rd.
Warner Rd.
Li nd sa y
Rd
V al
V ist a Rd
MATT ORLANDO
JANE POSTON
ANGEL ENCINAS
NTS
DATE: JULY 2025
REMARKSCHKDDATE DRWN
I HEREBY CERTIFY THAT THE "AS-BUILT" INFORMATION AS SHOWN HEREON WAS MADE UNDER MY SUPERVISION, OR AS
NOTED, AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
REGISTERED LAND SURVEYOR SIGNATURE PRINTED NAME DATE
REGISTRATION NO. EXPIRATION DATE
I HEREBY CERTIFY THAT THE "AS-BUILT" SHOWN HEREON SATISFIES THE INTENT OF THE DESIGN.
REGISTERED CIVIL ENGINEER SIGNATURE PRINTED NAME DATE
REGISTRATION NO. EXPIRATION DATE
STATUS: 100%
A
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C T
N O
. S T2
0-
UTILITY CONTACTS DATE
SUBMITTED
APS 3/21/2024
AT&T 3/21/2024
CENTURYLINK (LUMEN) 5/19/2025
COX 5/06/2025
MCI METRO/VERIZON 7/15/2025
SRP 3/29/2024
SWG 5/07/2025
ZAYO 4/02/2024
GIGAPOWER 8/14/2025
PUBLIC WORKS
AND UTILITIES
975 E. ARMSTRONG WAY
BUILDING L
CHANDLER, AZ 85226
PHONE NO. (480) 782-3800
CITY OF CHANDLER, ARIZONA
ALLEY REHAB DUST EMISSIONS REDUCTION
PHASE III
PROJECT NO. ST2310-401
FEDERAL ID: CHN-0(256)D ADOT PROJECT NO.: T0555(01C)
REV.
NO.
AS-BUILT CERTIFICATION:
PUBLIC WORKS AND UTILITIES DIRECTOR
CITY ENGINEER FOR CIP
CIVIL TRANSPORTATION ENGINEER DATE
DATE
DATE
APPROVED:
SEGMENT 1
SEGMENT 3
SEGMENT 2
SEGMENT 4
VICINITY MAP
6437 W Chandler Blvd Chandler, AZ 85226
TEL 480.829.6000
www.olsson.com
PAGE 1 OF
12 SHEET G1
CIVIL PLAN REVIEW MANAGER DATE
MARICOPA COUNTY ENVIRIONMENTAL SERVICE DEPARTMENT
(AS REQUIRED)
DATE
DATEFLOOD CONTROL DISTRICT OF MARICOPA COUNTY
(AS REQUIRED)
NOTE:
DEFERRED PLAN SUBMITTALS SHALL BE PROVIDED
BY THE CONTRACTOR FOR THE FOLLOWING
PROJECT ITEMS:
1. XX
ENGINEER:
ROGER MILES
RMILES@OLSSON.COM
SHEET INDEX TABLE
DWG # SHT # SHEET TITLE
G1 1 PAVING COVER SHEET
G2 2 GENERAL NOTES & SECTIONS
G3 3 ENVIRONMENTAL REQUIREMENTS
C1 4 PAVING PLAN SEGMENT 1 NW
C2 5 PAVING PLAN SEGMENT 1 NE
C3 6 PAVING PLAN SEGMENT 1 SE
C4 7 PAVING PLAN SEGMENT 1 SW
C5 8 PAVING PLAN SEGMENT 2 NW
C6 9 PAVING PLAN SEGMENT 2 NE
C7 10 PAVING PLAN SEGMENT 2 SE
C8 11 PAVING PLAN SEGMENT 2 SW
C9 12 PAVING PLAN SEGMENTS 3 & 4
9/19/2025, 9:37:24 AM
CIV24-0033
Jason Richardson
9/19/2025, 2:16:48 PM
CIV24-0033
Daniel Haskins
9/19/2025, 2:17:04 PM
CIV24-0033
Daniel Haskins
TYP. ALLEYWAY CROSS-SECTION (20' R/W)
SCALE: N.T.S.2TYP. ALLEYWAY CROSS-SECTION (16' R/W)
SCALE: N.T.S.1
TYP. PAVED ALLEYWAY SECTION (FOG SEAL)
SCALE: N.T.S.3
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GENERAL
NOTES &
SECTIONS
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G2
CIVIL ENGINEERING PAVING NOTESCIVIL ENGINEERING GENERAL NOTES
UTILITY CONTACTS DATE
SUBMITTED
APS 3/21/2024
AT&T 3/21/2024
CENTURYLINK (LUMEN) 5/19/2025
COX 5/06/2025
MCI METRO/VERIZON 7/15/2025
SRP 3/29/2024
SWG 5/07/2025
ZAYO 4/02/2024
GIGAPOWER 8/14/2025
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ENVIRONMENTAL
REQUIREMENTS
100% PLANS
G3
1-1
1-2 1-3
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W. GALVESTON ST
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W. DUBLIN ST
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1-4 1-5 1-6
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N
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1-7
1-8
1-9
1-10
W. SHANNON ST
W. DUBLIN ST
1-11
1-12
1-13
1-151-14
1-16
1-17
1-18 1-19
1-20
1-21
1-22
1-24
N . E
VE
R
G R
EE
N
S T
W. MONTEREY ST
W. LOREDO ST
W. DEL RIO ST
W. HARRISON ST
W. IVANHOE STW. IVANHOE ST
W. MONTEREY ST
W. DEL RIO ST
N . P
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W. MONTEREY
PL
W. DEL RIO ST
W. HARRISON ST
W. LINDA LN
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1-25
1-26
1-27
1-28 1-29
1-30
1-88
1-31
1-90
1-87
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C.O.C. LOG NO.: CIV24-0033
PAVING PLAN
SEGMENT 1 NW
C1 4 12
100% PLANS
SEGMENT 1 (FMA 26)
T1S, R5E, SECTION 28, NW QUADRANT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 2 ON SHEET G2.
3. APPLY FOG SEAL PER TYP.PAVED ALLEYWAY SECTION 3 ON SHEET G2 AND MAG SPEC SECTION 333.
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION
345, MAG STD DTL 422 AND COC DETAILS 422 AND C-401.
5. ADJUST ALL EXISTING VALVE BOXES AND COVERS ACCORDING TO MAG STANDARD DETAIL 270, 391-1, 391-2, AND COC DETAIL C-307 AND C-317.
NEW PAVEMENT TO MATCH EXISTING ADJACENT CONCRETE PAVEMENT
NEW PAVEMENT TO MATCH EXISTING ADJACENT ASPHALT PAVEMENT
B
W. RAY RDW. RAY RD
N
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W. DUBLIN ST
W. IVANHOE ST
W. IVANHOE ST
W. HARRISON ST
W. HARRISON ST
W. DEL RIO ST
W. MONTEREY ST
W. LINDA LN W. LINDA LN
N . H
AR
TF
O R
D S
T
1-47
1-46
1-44
1-42
1-40
1-34
1-35
1-41
1-43
1-45
1-48
1-36
1-37
1-38
1-39
1-331-32
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C.O.C. LOG NO.: CIV24-0033
PAVING PLAN
SEGMENT 1 NE
C2 5 12
100% PLANS
SEGMENT 1 (FMA 26)
T1S, R5E, SECTION 28, NE QUADRANT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 2 ON SHEET G2.
3. N/A
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION
345, MAG STD DTL 422 AND COC DETAILS 422 AND C-401.
5. N/A
NEW PAVEMENT TO MATCH EXISTING ADJACENT CONCRETE PAVEMENTA
W. CHANDLER BLVD
N
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N
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W. GALVESTON ST
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W. OAKLAND ST
W. FLINT ST
W. DETROIT ST
W. TOLEDO ST
W. TULSA ST W. TULSA ST
1-65
1-62
1-58 1-59
1-60
1-63
1-66
1-64
1-61
1-53
1-49 1-50
1-54 1-55
1-51 1-52
1-56
1-57
ONE WAY
A
A
A
A
A
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A A
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W. ERIE ST
N
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PAVING PLAN
SEGMENT 1 SE
C3 6 12
100% PLANS
SEGMENT 1 (FMA 26)
T1S, R5E, SECTION 28, SE QUADRANT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 2 ON SHEET G2.
3. APPLY FOG SEAL PER TYP.PAVED ALLEYWAY SECTION 3 ON SHEET G2 AND MAG SPEC SECTION 333.
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION
345, MAG STD DTL 422 AND COC DETAILS 422 AND C-401.
5. ADJUST ALL EXISTING VALVE BOXES AND COVERS ACCORDING TO MAG STANDARD DETAIL 270, 391-1, 391-2, AND COC DETAIL C-307 AND C-317.
AL
M
A
SC
H O
O L
R D
W. GALVESTON ST
W. CHANDLER BLVD
N
AL
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A
SC
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W. CHANDLER BLVD
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W. ERIE ST
W. CARLA VISTA ST
W. TOLEDO ST
W. FLINT ST
W. DETROIT ST
W. TOLEDO ST
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N . P
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AS
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W. OAKLAND ST
W. TYSON ST
W. OAKLAND ST
W. TULSA ST
N . V
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ST
W. DETROIT ST
W. FLINT STW. FLINT ST
1-67
1-68
1-69
1-70
1-77
1-78
1-79
1-80
1-91
1-81
1-82
1-83
1-84
1-85
1-49
1-74
1-73
1-72
N
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N
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N
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. J
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1-71
1-92
1-93
1-91
DRAINAGE BASIN
A
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C.O.C. LOG NO.: CIV24-0033
PAVING PLAN
SEGMENT 1 SW
C4 7 12
100% PLANS
SEGMENT 1 (FMA 26)
T1S, R5E, SECTION 28, SW QUADRANT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 2 ON SHEET G2.
3. APPLY FOG SEAL PER TYP.PAVED ALLEYWAY SECTION 3 ON SHEET G2 AND MAG SPEC SECTION 333.
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION
345, MAG STD DTL 422 AND COC DETAILS 422 AND C-401.
5. ADJUST ALL EXISTING VALVE BOXES AND COVERS ACCORDING TO MAG STANDARD DETAIL 270, 391-1, 391-2, AND COC DETAIL C-307 AND C-317.
NEW PAVEMENT TO MATCH EXISTING ADJACENT CONCRETE PAVEMENT
NEW PAVEMENT TO MATCH EXISTING ADJACENT ASPHALT PAVEMENT
B
W. RAY RD W. RAY RD
AR
IZ
O N
A
AV
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AR
IZ
O
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AV
E
E. GALVESTON ST
W. IVANHOE ST
N
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TO
N S
T N
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AM
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TO
N
S T
E. IVANHOE ST
2-1
N
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T
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N
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ST
2-3
2-2 2-4
2-7
2-8
2-37
E. HARRISON ST
2-38
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C.O.C. LOG NO.: CIV24-0033
PAVING PLAN
SEGMENT 2 NW
C5 8 12
100% PLANS
SEGMENT 2 (FMA 27)
T1S, R5E, SECTION 27, NW QUADRANT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. N/A
2. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 2 ON SHEET G2.
3. N/A
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION
345, MAG STD DTL 422 AND COC DETAILS 422 AND C-401.
5. ADJUST ALL EXISTING VALVE BOXES AND COVERS ACCORDING TO MAG STANDARD DETAIL 270, 391-1, 391-2, AND COC DETAIL C-307 AND C-317.
NEW PAVEMENT TO MATCH EXISTING ADJACENT ASPHALT PAVEMENTB
W. RAY RD W. RAY RD
M cQ
U
EE
N R
D N
M cQ U
EE
N
R D
E. GALVESTON ST
N
JA
C
KS
O
N S
T
N
H
AM
IL
TO
N S
T N
H
AM
IL
TO
N
S T
N
JA
C
KS
O
N S
T
E. IVANHOE ST
E. LINDA LN
E. SHANNON ST
E. HARRISON ST
E. DEL RIO ST
E. MONTEREY ST
E. LAREDO ST
2-12
2-11
2-9
2-7 2-6
2-8
2-10
2-5
2-13
2-37
2-38
A
A
A
A
LL
E Y
R E
H A
B D
U S
T E
M
IS
S
IO
N S
R E
D U
C T
IO
N
P H
A S
E I
II
OF
0 400200
W . C
H A
N D
LE
R
B
LV
D S
U
IT
E
C H
A N
D
LE
R , A
Z
(4
) 8
-6
PR
O
JE
C T
N O
. S T2
0-
1, F
ED
ER
AL
ID
: C
H N
-0 (2
)D
AD
O T
PR
O
JE
C
T N
O . T
(0 1C
C.O.C. LOG NO.: CIV24-0033
PAVING PLAN
SEGMENT 2 NE
C6 9 12
100% PLANS
SEGMENT 2 (FMA 27)
T1S, R5E, SECTION 27, NE QUADRANT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 2 ON SHEET G2.
3. N/A
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION
345, MAG STD DTL 422 AND COC DETAILS 422 AND C-401.
E. CHANDLER BLVD
M cQ
U
EE
N R
D N
M cQ U
EE
N
R D
E. CHANDLER BLVD
E. GALVESTON ST
E. OAKLAND ST
E. CARLA VISTA ST
E. TYSON ST
E. ERIE ST
E. FLINT ST
E. DETROIT ST
E. TOLEDO ST
N
JA
C
KS
O
N S
T N
JA
C
KS
O N
S T
E. TULSA ST
N
KI
N
G
ST
O N
S T
E. ERIE ST
E. FLINT ST
N
W
IL
LI
AM
S
ST
N
M O
N
TE
V
IS
TA
S
T
N
IT
H
AC
A
ST
N
H
AM
IL
TO
N S
T N
H
AM
IL
TO
N
S T
2-16 2-17
2-15
2-14
2-192-18
2-212-20
2-22 2-23 2-24 2-39
2-25 2-26 2-27
2-37
A
LL
E Y
R E
H A
B D
U S
T E
M
IS
S
IO
N S
R E
D U
C T
IO
N
P H
A S
E I
II
OF
0 400200
W . C
H A
N D
LE
R
B
LV
D S
U
IT
E
C H
A N
D
LE
R , A
Z
(4
) 8
-6
PR
O
JE
C T
N O
. S T2
0-
1, F
ED
ER
AL
ID
: C
H N
-0 (2
)D
AD
O T
PR
O
JE
C
T N
O . T
(0 1C
C.O.C. LOG NO.: CIV24-0033
PAVING PLAN
SEGMENT 2 SE
C7 10 12
100% PLANS
SEGMENT 2 (FMA 27)
T1S, R5E, SECTION 27, SE QUADRANT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 2 ON SHEET G2.
3. N/A
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION
345, MAG STD DTL 422 AND COC DETAILS 422 AND C-401.
E. CHANDLER BLVD E. CHANDLER BLVD
AR
IZ
O N
A
AV
E N
AR
IZ
O
N A
AV
E
E. GALVESTON ST
E. OAKLAND ST E. OAKLAND ST
E. ERIE ST
N
H
AM
IL
TO
N S
T N
H
AM
IL
TO
N
S T
E. TULSA ST
E. SAN TAN ST
E. DETROIT ST
E. ERIE ST
N
D
EL
AW
AR
E
ST
N
D
EL
AW
AR
E
ST
N
C O
LO
R
AD
O
S T
N
C O
LO
R
AD
O
S T
N
W
AS
H
IN
G
TO
N S
T
2-28
2-29
2-34 2-35
N
W
AS
H
IN
G
TO
N S
T
2-36
N
FR
ES
N O
S T
2-33
2-32
2-30
2-31
2-37
G
AZ
EL
LE
M
EA
D O
W S
PA
R
K (D
R
AI
N
AG
E
BA
SI
N
R
AI
LR
O
AD
T
R
AC
KS
R
AI
LR
O
AD
T R
AC
KS
A
A
A
A
A
LL
E Y
R E
H A
B D
U S
T E
M
IS
S
IO
N S
R E
D U
C T
IO
N
P H
A S
E I
II
OF
0 400200
W . C
H A
N D
LE
R
B
LV
D S
U
IT
E
C H
A N
D
LE
R , A
Z
(4
) 8
-6
PR
O
JE
C T
N O
. S T2
0-
1, F
ED
ER
AL
ID
: C
H N
-0 (2
)D
AD
O T
PR
O
JE
C
T N
O . T
(0 1C
C.O.C. LOG NO.: CIV24-0033
PAVING PLAN
SEGMENT 2 SW
C8 11 12
100% PLANS
SEGMENT 2 (FMA 27)
T1S, R5E, SECTION 27, SW QUADRANT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 2 ON SHEET G2.
3. APPLY FOG SEAL PER TYP. PAVED ALLEYWAY SECTION 3 ON SHEET G2 AND MAG SPEC SECTION 333.
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION
345, MAG STD DTL 422 AND COC DETAILS 422 AND C-401.
W. ERIE ST
W. TULSA ST
W. TYSON ST
3-2 3-4
3-1
W. CHANDLER BLVD
W. GALVESTON ST
N
D O
BS
O
N R
D N
D
O
BS
O N
R D
W. FLINT ST
W. DETROIT STN
LO
S
AL
TO
S D
R N
LO
S
AL
TO
S
D R
N
SA
LI
D A
D
EL
S O
L
N
SA
LI
D A
D
EL
S O
L
3-3
3-5
3-6 3-7
3-8
3-9
3-10
LOS ALTOS PARK
(DRAINAGE BASIN)
DRAINAGE BASIN
3-7
3-10
3-1
3-1
3-10
W. ELLIOT RD
4-1
4-2
4-3
N
YU
C
C A
ST
N
D O
BS
O
N R
D N
D
O
BS
O N
R D
W. ALAMO PL
N
VI
LL
AS
L
N
W. ALAMO
CT
N
. VILLAS LN
W. CHEYENNE DR
W. MARLBORO DR
N . C
H O
LLA ST
N. VILLAS CT
W. LOUGHLIN DR
W. MISSION DR
W. SHAWNEE DR
N
. PEN
N
IN
G
TO
N D
R 4-4
4-5
4-6
4-7 4-9
4-8
N
YU
C
C A
ST
4-11
4-10
4-12
DRAINAGE
BASIN
DRAINAGE
BASIN
A
A
A
LL
E Y
R E
H A
B D
U S
T E
M
IS
S
IO
N S
R E
D U
C T
IO
N
P H
A S
E I
II
OF
0 400200
W . C
H A
N D
LE
R
B
LV
D S
U
IT
E
C H
A N
D
LE
R , A
Z
(4
) 8
-6
PR
O
JE
C T
N O
. S T2
0-
1, F
ED
ER
AL
ID
: C
H N
-0 (2
)D
AD
O T
PR
O
JE
C
T N
O . T
(0 1C
C.O.C. LOG NO.: CIV24-0033
PAVING PLAN
SEGMENTS 3
& 4
C9 12 12
100% PLANS
SEGMENT 3 (FMA 24)
T1S, R5E, SECTION 30, SE QUADRANT
SEGMENT 4 (FMA 6)
T1S, R5E, SECTION 17, NW QUADRANT
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. N/A
3. N/A
4. ADJUST ALL EXISTING MANHOLES/CLEANOUTS FRAMES AND COVERS ACCORDING TO MAG SECTION 345, MAG STD DTL
422 AND COC DETAILS 422 AND C-401.
5. N/A
NEW PAVEMENT TO MATCH EXISTING ADJACENT CONCRETE PAVEMENT
PROPOSED CRUSHED ASPHALT MILLINGS
PROPOSED FOG SEAL OF EXISTING
AC PVMT
LEGEND
ALLEY NUMBER (SEGMENT # - ALLEY #)#-#
SRP IRRIGATION PIPE
CONSTRUCTION NOTES
1. CONSTRUCT NEW PAVEMENT PER TYP. ALLEY CROSS-SECTION 1 ON SHEET G2.
2. N/A
3. N/A
4. N/A
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