HomeMy WebLinkAboutP_Street_Profiles_And_Cross_Sections_20210521_v1.pdfLENGTH= 167'-6". PER RMC 4-4-07 STREET TREES REQUIRED: 167.6/50' SPACING=3.35
STREET TREES PROVIDED: 3 LENGTH= 177'-5". PER R
MC 4-4-07 STREET TREES RE
QUIRED: 177.5/50=3.55STREET TREES PROVIDED: 4
PR
O
P
E
R
T
Y
L
I
N
E
4
8
"
D
EC
.
4
0
D
L
4
8
"
D
EC
.40DL
32
10+00
11+00 12+00
13+00BP: 10+00.00PI: 12+85.07PT: 12+49.24PCC: 11+37.0320+0021+00B
P
:
2
0
+
0
0
.
0
0
EG: 31.1031
20
25
30
35
20
25
30
35
FG10+50FG 30.78FG 30.9011+00FG 30.91FG 30.7711+50FG 30.65FG 30.7712+00FG 30.77FG 30.6012+50FG 30.42FG13+00FG FG13+50FGCB # 2, TYPE 1
N: 175905.22
E: 1300687.50
RIM: 30.63
IE: 26.40 24" (NE)
IE: 26.40 24" (SW)
CB # 1, TYPE 1
N: 175961.47
E: 1300749.60
RIM: 30.56
IE: 26.66 24" (SW)
IE: 26.66 24" (NE)
CB # 3, TYPE 1
N: 175896.20
E: 1300677.01
RIM: 30.73
IE: 26.92 24" (SE)
IE: 26.35 24" (SW)
IE: 26.35 24" (NE)
CB # 4, TYPE 1
N: 175869.82
E: 1300643.93
RIM: 30.97
IE: 26.22 24" (NE)
IE: 26.22 24" (NW)
EXISTING
GRADE AT
CENTERLINE
EXISTING GRADE
AT FLOW LINE
EXISTING 8" STORM
PROPOSED
8" WATER @ WATER
CENTERLINE
84 LF 24" CPEP @ 0.31%
14 LF 24" CPEP @ 0.36%
42 LF 24" CPEP @ 0.31%
40 LF 24" CPEP @ 0.30%
PROPOSED
8" WATER @
STORM CROSSING
STA: 11+89.78
ELEV: 30.85
EXISTING GRADE
AT EXISTING FLOWLINE
PROPOSED GRADE
AT PROPOSED FLOW
LINE
PROPOSED GRADE
AT FLOWLINE
WATERSHED AFFORDABLE
HOUSING APARTMENTS
20200930
PRELIMINARY PLANNED
URBAN DEVELOPMENT
05/21/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
below.Know what'sCallbefore you dig.
R
DATE: May 21, 2021 FILENAME: \\ahbl.com\data\Projects\2020\2200335\10_CIV\CAD\2200335-SH-FRNT.dwg
C4.00
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GRADY WAY
PROFILE
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
SOUTH GRADY WAY PROFILE
SCALE: 1"=20' H
1"=10 V
APPROX. LOCATION OF 18" WATER
@ WATER CL.
1
C4.20
05/21/2021
L
ENG
TH
=
1
6
7
'
-
6
"
.
P
ER
RMC
4
-
4
-
0
7
S
TR
E
E
T
TR
E
E
S
R
EQU
IR
ED
:
1
6
7
.
6
/
5
0
'
S
P
AC
ING
=
3
.
3
5
LENGTH= 177'-5". PER RMC 4-4-07 STREET TREES REQUIRED: 177.5/50=3.55
STREET TREES PROVIDED: 4 12"CON.14DL8"CON.14DL30
31
1
3
+
0
0
PI: 12+85.07PT: 12+49.2420+00
21+00 22+00 23+00BP: 20+00.00PI: 22+11.44EG: 31.10
31
31
20
25
30
35
20
25
30
35
FG20+50FG 30.15FG 29.9021+00FG 29.64FG 29.6521+50FG 29.78FG 29.9022+00FG 30.05FG22+50FG134 LF 18" CPEP @ 0.05%
-0.5%
EX CB# 1, 48" TYPE 2
N: 176008.15
E: 1300784.06
RIM: 30.69
IE: 27.09 18" (NE)
IE: 27.09 18" (N)
IE: 27.09 12" (SW)
EX CB# 2, EXISTING TYPE 1
RIM: 29.67 ADJUST RIM TO PROPOSED GRADE
IE OUT: 27.46 (12"S)
N: 176062.37
E: 1300764.83
EX CB# 3, 48" TYPE 2
RIM: 30.56
IE IN: 27.16 (18"S)
IE OUT: 27.16 (12"W)
IE OUT: 27.11 (18"N)
IE OUT: 27.18 (12"E)
N: 176141.75
E: 1300787.52
EX CB# 4, EXISTING TYPE 1
RIM: 29.97
IE IN: 27.41 (12"E)
N: 176142.86
E: 1300765.95
PROPOSED WATER AT CENTERLINE
8" DIP
EXISTING 18" WATER MAIN
AT ROAD CENTERLINE
APPROXIMATE EXISTING
12-INCH WATER MAIN, @
WATER MAIN CENTERLINE.
EXISTING GAS
SIZE UNKNOWN
EXISTING GRADE AT CENTERLINE
EXISTING GRADE AT
EXISTING FLOWLINE
-1.0%
EXISTING GRADE
AT EXISTING FLOWLINE
PROPOSED GRADE
AT PROPOSED FLOW
LINE
WATERSHED AFFORDABLE
HOUSING APARTMENTS
20200930
PRELIMINARY PLANNED
URBAN DEVELOPMENT
05/21/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
below.Know what'sCallbefore you dig.
R
DATE: May 21, 2021 FILENAME: \\ahbl.com\data\Projects\2020\2200335\10_CIV\CAD\2200335-SH-FRNT.dwg
C4.10
----
WILLIAMS AVE
PROFILE
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
NSOUTH GRADY WAY PROFILE
SCALE: 1"=20' H
1"=2' V
PROPOSED GRADE AT
FLOWLINE
2
C4.20
B
B
05/21/2021
-1.5%1:12 MAX
-2.1%
8.0'
PROPOSED
AMENITY
STRIP
8.0'
ROW DEDICATION ℄SOUTH GRADY WAY40.8'
48.8'
EXISTING ROW
LINE
PROPOSED
ROW LINE
PROPOSED
BUILDING EDGE
CURB AND GUTTER
PER COR STD PLAN
103
EXISTING GRADE
8.0'
CEMENT CONCRETE SIDEWALK
PER COR STD PLAN 102.
SURFACING
PER
LANDSCAPING
℄WILLIAMS AVENUE SOUTHEXISTING ROW
LINE
PROPOSED
ROW LINE
5.0'
ROW DEDICATION
PROPOSED
BUILDING EDGE
12.0' CEMENT CONCRETE SIDEWALK
PER COR STD PLAN 102.
CURB AND GUTTER
PER COR STD PLAN
103 EXISTING GRADE
PROPOSED GRADE
30.0'
35.0'
-3.3%
SURFACING
PER
LANDSCAPING 1.0'
WATERSHED AFFORDABLE
HOUSING APARTMENTS
20200930
PRELIMINARY PLANNED
URBAN DEVELOPMENT
05/21/2021
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
below.Know what'sCallbefore you dig.
R
DATE: May 21, 2021 FILENAME: \\ahbl.com\data\Projects\2020\2200335\10_CIV\CAD\2200335-SH-FRNT.dwg
C4.20
----
STREET SECTIONS
1 SCALE: 1"=5' H
SOUTH GRADY WAY SECTION 2 SCALE: 1"=5'H
WILLIAMS AVENUE SOUTH SECTION
HMA CL 1
2" PG 64-22, MATCH EXISTING THICKNESS,
NO LESS THAN 6-INCHES. 6-INCHES CRUSHED
SURFACING TOP COURSE.
PAVEMENT SECTION PER STD PLAN 110.1.
HMA CL 1
2" PG 64-22, MATCH EXISTING THICKNESS,
NO LESS THAN 6-INCHES. 6-INCHES CRUSHED
SURFACING TOP COURSE.
PAVEMENT SECTION PER STD PLAN 110.1.
05/21/2021