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R/W
13' ACHD I 56.00' PUBLIC RIGHT-OF-WAY
2-1/2" OF SP-3, 0.50 INCH I
(1/2") MIX, PG 58-28
4" OF COMPACTED 3/4"
CRUSHED AGGREGATE
BASE COURSE
f % 7777711
aaar c a - a a a a
EXTEN6AND "BASE BEHIND CURB,BASE TYP.
10" OF COMPACTED 6"
MINUS PIT RUN SUBBASE
12" COMPACTED SUBGRADE
(R-VALUE=23)
52' COLLECTOR STREET SECTION WITH MEDIAN ISLAND - STA. 10+46.50 TO
SCALE: NOT TO SCALE
DF-WAY
16.50'
3" ROLLED CURB AND
GUTTER PER ACHD
SD-702, TYP.
2%
6" VERTICAL CURB
6" VERTICAL CURB AND GUTTER PER
(NO GUTTER) PER ACHD SD-701 TYP.
ISPWC SD-701A
2%
R/W
10' UTILITY
EASEMENT
2 1/2" OF SP-3, 0.50 INCH
(1/2") MIX, PG 58-28
4" OF COMPACTED 3/4"
CRUSHED AGGREGATE
BASE COURSE
2%
4—
10" OF COMPACTED 6"J
MINUS PIT RUN SUBBASE
12" COMPACTED SUBGRADE
(R-VALUE=23)
R/W
2'
10' UTILITY 5' SIDEWALK
EASEMENT
I
13.50'
2 1/2" OF SP-3, 0.50 INCH
(1/2") MIX, PG 58-28
4" OF COMPACTED 3/4"
CRUSHED AGGREGATE
BASE COURSE
2%
f�
10" OF COMPACTED 6"�
MINUS PIT RUN SUBBASE
12" COMPACTED SUBGRADE
(R-VALUE=23)
47
33' TYPICAL STREET SECTION ! 1
SCALE: NOT TO SCALE C9.0
41.00' PUBLIC RIGHT-OF-WAY
I
27.00'
11+74
13.50'
3" ROLLED CURB AND
GUTTER PER ACHD
SD-702 TYP.
2%
—i
27' TYPICAL STREET SECTION (3'�
SCALE: NOT TO SCALE C 9.0
R/W
R/W
13' ACHD
2' TYP.
SIDEWALK 10' UTILITY
EASEMENT
I
I I
1.5%
f-
2' FLAT LANDING
BEHIND SIDEWALK, TYP.
5" THICK CONCRETE OVER 4"
OF 3/4" AGGREGATE BASE
COURSE PER ACHD SD-709
EXTEND BASE AND SUBBASE
6" BEHIND CURB TYP.
2
5' SIDEWALK A 10' UTILITY
EASEMENT
I
�2' FLAT LANDING
BEHIND SIDEWALK, TYP.
5" THICK CONCRETE OVER 4"
OF 3/4" AGGREGATE BASE
COURSE PER ACHD SD-709
EXTEND BASE AND SUBBASE
6" BEHIND CURB TYP.
I
1' FLAT AREA BEHIND
SIDEWALK, TYP.
5" THICK CONCRETE OVER 4"
OF 3/4" AGGREGATE BASE
COURSE PER ACHD SD-709
20.00'-25.00' SEE PLAN
12" TYP. 2 1/2" ASPHALT PAVEMENT
2%
P a Oa �a a a a a a a
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8" THICK CONCRETE
RIBBON CURB (TYP.)
10„ OF COMPACTED CRUSHED A GREGATE COMMON DRIVE TYPICAL SECTION
BASE COURSE SCALE: NOT TO SCALE C9.0
MAILBOXES PER OWNER.
INSTALL PER MANUFACTURER'S
0
LENGTH PER OWNER
r i
PLAN VIEW
MAILBOXES PER OWNER.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
12
,12' o a , (o. g
N o
LENGTH PER OWNER
r,r, — r CONCRETE PAD
MAILBOX PAD DETAIL 5
SCALE: NOT TO SCALE
5' LANDSCAPE BUFFER
SEE PLAN
CONCRETE PAD
GRADE TO DRAIN TO
RIGHT-OF-WAY
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DESIGNED:
C.
GRAHAM
DRAWN:
L.
HAASE
CHECKED:
C.
GRAHAM
APPROVED:
C.
GRAHAM
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PREPARED
FOR:
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LLC
PO BOX 593
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EAGLE,
ID 83616
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CSW PROJECT NO, 22001
DRAWING DATE 06/02/2022
C9.0