HomeMy WebLinkAboutC2.00 Typical Sections and Details FINISH SURFACE PER PLANS
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T H E
47'R.O.W.
WA
6"x12"CONCRETE BAND = �
C-3
23.5' 23.5' 10 JOINT CH 2"RADIUS LAND
2' 5' 16.5' 16.5' 5' 2' UTILITY .
EASEMENT ASPHALT PAVING PER PLANS -� G R O U P
(TYP. BOTH SIDES) 12"
3 r 1.75%±0.25% 2% 2% 1.75%±0.25%
° ° °
5"THICK CONCRETE SIDEWALK 5"THICK CONCRETE SIDEWALK
PER ACHD SUPP SD-709 2.5-IN ASPHALT, SP-3, 0.50-IN (1/2") MIX, PG 58-28 PER ACHD SUPP SD-709 /
3" ROLLED CURB AND GUTTER 4-IN OF 3/4" MINUS CRUSHED 3"ROLLED CURB AND GUTTER \/
AGGREGATE BASE,TYPE 1 PER ACHD SUPP SD 702 / /
PER ACHD SUPP SD-702 /� /\ 5-IN OF 3/4" MINUS CRUSHED
12-IN OF 6"MINUS UNCRUSHED CONSTRUCT FULL DEPTH
AGGREGATE BASE,TYPE 1
CONSTRUCT FULL DEPTH ROADWAY BASE SECTION. AGGREGATE BASE ROADWAY BASE SECTION.
EXTEND 6-IN MIN. BEYOND TOP BACK OF CURB. COMPACTED SUBGRADE EXTEND 6-IN MIN. BEYOND TOP NOTE: COMPACTED SUBGRADE
BACK OF CURB. 1. PROVIDE SCORE JOINTS AT 10'-0"O.C.
Local Road - West Riva Capri Street Section 2. CONCRETE SHALL BE A CLASS 3000 PER ISPWC SECTION 703.
1 Scale: NTS
Concrete Ribbon Curb
6 Scale: NTS
cc
50,R.O.W.
25'
2547.91
12, 18 5' 2' w
w w - - - - - - - - - - - - - - - �
f w w ` LIP: 2547,36
I 2547.95
10.8'± 13.5'± I o 4 5' 4 2 I SAN 2547.91 2548.00
1.50%±0.25%
2% 2% 5% 5%
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VERTICAL CURB AND GUTTER _
� - - - - - - - - - - - - - � I 2547.54
2.5-IN ASPHALT, SP-3, 0.50 IN (1/2") MIX, PG 58-28 PER ACHD SUPP SD-701 M 2547.47
4-IN OF 3/4"MINUS CRUSHED 5"THICK CONCRETE SIDEWALK "'
AGGREGATE BASE,TYPE 1 PER ACHD SUPP SD-709 I 2548.03
12-IN OF 6"MINUS UNCRUSHED SEASONAL HIGH PROPOSED BIOSWALE DRAINAGE SYSTEM. LIP: 2547.44 '4/r7i
AGGREGATE BASE GROUNDWATER ELEVATION REFER TO ACHD STANDARD DRAWING 12547.54 O
COMPACTED SUBGRADE
"BMP 30"FOR MORE INFORMATION. '-'' RAW
R/W R/W
I ! R/W I
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Local Road - Joy Street Section 90 y
Scale: NTS C
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50,R.O.W.
J
U
25' w
12' 18' 1 5' 2'
- - - - - - - - - - - - - - I C4
w w f 1
w w
10.8'± 13.5'± i 2' 2' 4' 2' 7' 1
2% 2% 1.50%o w
,5% 5% I W. RIVA CAPRI STREET
z SAN
VERTICAL CURB AND GUTTER � w
2.5-IN ASPHALT, SP-3,0.50-IN (1/2") MIX, PG 58-28 PER ACHD SUPP SD-701 M
4-IN OF 3/4"MINUS CRUSHED 5"THICK CONCRETE SIDEWALK I LIP: 2547.63 C
AGGREGATE BASE,TYPE 1 PER ACHD SUPP SD-709 _
12-IN OF 6"MINUS UNCRUSHED SEASONAL HIGH PROPOSED BIOSWALE DRAINAGE SYSTEM. w
AGGREGATE BASE GROUNDWATER ELEVATION
REFER TO ACHD STANDARD DRAWING O
"BMP 30"FOR MORE INFORMATION. j0
COMPACTED SUBGRADE a
Local Road - Joy Street Section o I Riw R/W R/W R/W
CL CD
LU Scale: NTS I alsocfl
2547.77 10W Q 'IT
2548.32 J c0
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64, R.O.W. 2547.77 2547.82 )
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25' o IRR
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39' °
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f o
w - - - - - - - - - - - - - - - - - - - .. LO
W
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12.5'± 12'± GRAVEL 2.5' 3' 10.5' 5' e "-1 2548.21
SHLDR i 2548.25 2548.31 Q
Revisions 1
2% 2% 1.50%±0.25%
__ --- - - --- - --=-_ -_-_ -I 4:1MAX 4:1MAX I 2548.32 1
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51,THICK
NCRETE
PER ACHDOSUPP SD-709EWALK N. Joy Street & W. Riva Capri Street
SEASONAL HIGH PROPOSED BIOSWALE DRAINAGE SYSTEM. 7
GROUNDWATER ELEVATION REFER TO ACHD STANDARD DRAWING Scale: 1" = 10'
"BMP 30"FOR MORE INFORMATION.
Arterial - West McMillan Road
4 Scale: NTS
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2139
06/03/2025
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Project No.: 121130
Date of Issuance: 05.08.2025
Project Milestone: CONSTRUCTION DOCUMENTS
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Typical Sections and
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Details
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