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35'
SUBDIVISION COMMON SPACE
PROPERTY LINE
37' ROW 2'
153' 12' 3'
10'
7' 3' 3.25' 6.75' 5' 2'
t t
EXISTING
PROPOSED SHLDR SIDEWALK
4
1 r VARIES U TALL VINYL FENCING.
SEE LANDSCAPING PLANS.
SAWCUT
2% 1.5916 1
CRUSHED GRAVEL
�OF
PIT RUN GRAVEL
PROP. PAVEMENT PER MINOR ARTERIAL
PAVEMENT SECTION DETAIL SHOWN BELOW.
McMILLAN RD TYPICAL SECTION
25' ROW 35' SUBDIVISION COMMON SPACE
PROPERTY LINE
11' 4'
rL
2'
6' TALL NOISE ABATEMENT WALL.
TO BE SIMTEK ASHLAND STYLE
FENCE BY CERTAINTEED. COLOR
10,
11' 2' 2' 6' 10, 4'
BERM TO BE RED CEDAR. INSTALL PER
EXISTING
PROPOSED SIDEWALK
MANUFACTURER SPECIFICATIONS.
1 3 RETAINING WALL.
SAWCUT
1.5"/
2%
6" VERTICAL CURB ANDS-
",� SEE SHEET C-036 & C-037
5" THICK CONCRETE
GUTTER PER ISPWC SD-701 ISPWC SD-709
ACHD SUPPLEMENT) 4" OF 3/4" MINUS
SIDEWALK PER
(ACHD SUPPLEMENT)
CRUSHED GRAVEL
V LANDING
PROP. PAVEMENT PER COLLECTOR PAVEMENT
2'
5'
SECTION DETAIL SHOWN BELOW.
ESMT.
SIDEWAL
1' LANDING
1.591.
McDERMOTT RD TYPICAL SECTION
5" CONCRETE SIDEWALK PER
7
ISPWC SD-709 (ACHD SUPPLEMENT)
4" OF 3/4" MINUS CRUSHED GRAVEL
SP-3, 0.5" MIX,
5.0" PG 64-28
F.0" MIN OF
).75" ABC
25.0" OF 6.0"
MINUS PIT RUN
NOTE:
1. PAVEMENT SECTION PER ACHD RECOMMENDED
STANDARDS.
MINOR ARTERIAL ROADWAY
SP-3, 0.5" MIX,
3.0" PG 64-28
F.0" MIN OF
).75" ABC
20.0" OF 6.0"
MINUS PIT RUN
NOTE:
1. PAVEMENT SECTION PER ACHD RECOMMENDED
STANDARDS.
COLLECTOR ROADWAY
SP-3, 0.5" MIX,
2.5" PG 58-28
F.0" MIN OF
).75" ABC
14.0" OF 6.0"
MINUS PIT RUN
NOTE:
1. PAVEMENT SECTION PER ACHD RECOMMENDED
STANDARDS.
LOCAL RESIDENTIAL ROADWAY
PAVEMENT SECTION DETAILS
5" CONCRETE SIDEWALK PER
ISPWC SD-709 (ACHD SUPPLEMENT)
4" OF 3/4" MINUS CRUSHED GRAVEL
3" ROLLED CURB AND GUTTER
PER ISPWC SD-702
(ACHD SUPPLEMENT)
z 20' ROW w
z
J J
w
W w
a IL
of O
a
2' 6' q' g- 2' a
CONCRETE RIBBON CURB PER ~- 15% CONCRETE RIBBON CURB PER
1.5% �
ISPWC SD-703 (ACHD SUPPLEMENT) ISPWC SD-703 (ACHD SUPPLEMENT)
VALLEY GUTTER PER ISPWC SD-708
(ACHD SUPPLEMENT)
PROP. PAVEMENT PER LOCAL RESIDENTIAL
PAVEMENT SECTION DETAIL SHOWN BELOW.
W APGAR CREEK ST TYPICAL SECTION
w w
z z
J J
af 25' SHARED DRIVEWAY
w w
a- D-
O O
CONCRETE RIBBON CURB PER a 5' 2' 16' 2' (-
ISPWC SD-703 (ACHD SUPPLEMENT)
0.25' DEEP SWALE FLOW TOWARD RIW AT 0.5 % 1.5 % MINIMUM
CONCRETE RIBBON CURB PER
ISPWC SD-703 (ACHD SUPPLEMENT)
PROP. PAVEMENT PER LOCAL RESIDENTIAL
PAVEMENT SECTION DETAIL SHOWN BELOW.
RIBBON CURB ON BOTH SIDES
25' SHARED DRIVEWAY - 20' DRIVEABLE
4T ROW
CL
8' 17' 17' 8'
2' 15' 15' 2'
0.5' 1 f 2% 2% 0.5'
PROP. PAVEMENT PER LOCAL RESIDENTIAL
PAVEMENT SECTION DETAIL SHOWN BELOW.
3" ROLLED CURB - 5' SEPARATED SIDEWALK
STREET SECTION - 47' RIGHT-OF-WAY
W DAPHNE STREET & A PORTION OF W AVILLA STREET
47' ROW
5' 16.5' GL 16.5' 5'
SIDEWALK SIDEWALK
2' _ 14.5' 14.5' _ 2' �-
1.5%
2%
2%
PAVEMENT SECTION DETAIL SHOWN BELOW.
1.5%
3" ROLLED CURB - 5' ATTACHED SIDEWALK
STREET SECTION - 47' RIGHT-OF-WAY
V LANDING
5'
SIDEWALK
2'
ESMT.
1.5%
V LANDING
5" CONCRETE SIDEWALK PER
ISPWC SD-709 (ACHD SUPPLEMENT)
4" OF 3/4" MINUS CRUSHED GRAVEL
3" ROLLED CURB AND GUTTER
PER ISPWC SD-702
(ACHD SUPPLEMENT)
5" CONCRETE SIDEWALK PER
ISPWC SD-709 (ACHD SUPPLEMENT)
4" OF 3/4" MINUS CRUSHED GRAVEL
3" ROLLED CURB AND GUTTER
PER ISPWC SD-709
(ACHD SUPPLEMENT)
Call be*- y". dig.
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES