HomeMy WebLinkAboutExhibit_10_Utilites_PlanLENGT
H= 167'-6".
P
E
R
R
M
C 4-4-07
ST
R
E
ET T
R
E
E
S
R
E
Q
UI
R
E
D: 167.6/50'
S
P
A
CI
N
G=3.35
STR
E
ET T
R
E
E
S
P
R
O
VI
D
E
D: 3LENGTH= 177'-5". PER RMC 4-4-07 STREET TREES REQUIRED: 177.5/50=3.55STREET TREES PROVIDED: 4LENGTH= 276'-4 1/8". NO BUFFER REQUIRED.
PROPERTY LINE
PROPE
R
T
Y
L
I
N
E
12"CON.
14DL8"CON.
14DL
18"CON.
25DL
14"CON.
18DL
48"DEC.
40DL
48"DEC.
40DL 30313232 323
2 32323333
32
PROPOSED
MULTIFAMILY
BUILDING
FFE=32.08
SSMH #1, 48" SSMH
RIM: 31.24
IE: 25.17 6" (NW)
IE: 25.07 6" (SW)
SSCO #1, SSCO
RIM: 31.69
IE: 25.59 6" (NE)
IE: 25.59 6" (SE)
14 LF 6" PVC @ 2.00%
21 LF 6" PVC @ 2.00%
1
2 6
8
9
10
11
12
13
1
1
10
10
15
2
EXISTING 18" WATER
4
5
6
6
717
10
18
9
19
20
23
3
PROPOSED ROW
DEDICATION LINE
5
5
5
5
11
5
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-UTIL.dwg
C3.00
----
UTILITY PLAN
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
3-FOOT DIAMETER
CMP DETENTION TANK
BOTTOM EL=25.69
KEYNOTES
PROPOSED HYDRANT ASSEMBLY PER COR STD PLN. 310.1.
PROPOSED FIRE LOOP, 8" DIP CL 52 (RJ)
2.5" WATER METER
WALL MOUNTED FDC
SEE LANDSCAPING PLANS FOR PLANTINGS AND SURFACING NOT
SHOWN.
CONNECT TO EXISTING WATER WITH TAPPING TEE AND ONE
VALVE, PER STD PLAN 300.1.
DOUBLE DETECTOR CHECK VALVE ASSEMBLY LOCATED INSIDE
BUILDING, PER COR STD PLN 360.5.
CONNECT TO EXISTING MANHOLE
CONNECT TO BUILDING.
SEE DRAINAGE CONTROL AND GRADING PLAN SHEET, FOR
DRAINAGE DESIGN.
EXISTING OVERHEAD POWER TO BE UNDERGROUNDED.
REPLACE CURB AND GUTTER PER COR STD PLN 103.
CONCRETE WALK PER COR STD PLN 102.
DRIVEWAY TYPE C2B, PER COR STD PLN 104.4.
EXISTING BUS STOP AND SIGN TO BE COORDINATED WITH KC
METRO.
GAS SERVICE.
SWING TYPE GRAVITY CHECK VALVE LOCATED INSIDE BUILDING.
3 INCH WATER SERVICE
FIRE SPRINKLER SERVICE
GRASS PAVE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
8.0'
ROW DEDICATION
5.0' ROW
DEDICATION
8.0'
8.0'
12.0'
EXISTING
ROW LINE
PROPOSED
ROW DEDICATION
LINE
5
14
14
5
EXISTING 12" WATER
16
7
EXISTING
HYDRANT
EXISTING SERVICE TO
BE REMOVED
LEGEND:
RIGHT-OF-WAY/PROPERTY LINE
CENTERLINE
PROPOSED BUILDING OUTLINE
ASPHALT PAVEMENT - STANDARD DUTY
ASPHALT PAVEMENT - HEAVY DUTY
CEMENT CONCRETE - STANDARD DUTY
CEMENT CONCRETE - HEAVY DUTY
PLANTINGS SEE LANDSCAPING PLAN
HMA CL 1
2" PG 64-22, MATCH EXISTING
THICKNESS, NO LESS THAN 4-INCHES.
6-INCHES CRUSHED SURFACING TOP
COURSE.
GAS PIPE
SANITARY PIPE
WATER PIPE
20
20
20
20
20
05/21/2021
Exhibit 10
RECEIVED
06/29/2021
AMorganroth
PLANNING DIVISION
DocuSign Envelope ID: 2E989192-1BB5-4C86-AEBE-F3D7DE4225C4