HomeMy WebLinkAboutEx3_P_PPUD_and_Plat_Plan_PP-04_170613_v2A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
CONNECT TO EXISTING
\
TMH CITY WATERPAVING NOTES: LEGEND
7MH ` . 1. ALL INTERIOR PATHWAYS AND SIDEWALKS TO BE --- --------- EXISTING STORM DRAINAGE
PROPOSED CONCRETE PAVING
PERMEABLE CONCRETE.
�e s- EXISTING SANITARY SEWER
G
�o M 2. NEW SIDEWALK ALONG RENTON AVE S SHALL SLOPE - w-- --- EXISTING WATER MAIN
— � TOWARD THE PROJECT AT 1.5% — 2.0%. PROPOSED ASPHALT PAVING
� a Sp—.��® PROPOSED 12"� STORM DRAINAGE
-�--- S 130TH ST 3. NEW SIDEWALK ALONG S 132ND ST SHALL SLOPE s PROPOSED 8"0 SANITARY SEWER
AWAY FROM THE PROJECT. w PROPOSED 8"0 WATER MAIN
FIRE HYDRANT
Tl-\ 4. PAVING TRANSITIONS TO MATCH EXISTING CONDITIONS
TO BE DESIGNED AT FINAL. STREET LIGHT
_�✓ PROPOSED LOT LINE
BUILDING SETBACK LINE
PROPOSED
NEW R/W 18
VARIES
11.5'
' EXISTING
\ , R/W ADDITIONAL R/W R/W
'(24'-31
2' 8 S/W 8 PLANTER )
0.5' 2 8' S/W 8' PLANTER
...�
3' 7 ' 2.0% I 0.5
Mq
(MAX.)
1
' TRACT F \� 3 7 M 2'0%
��� '� fiX (MAX.)
Q
6'
PROPOSED \ PROPOSED PROPOSED CEMENT
SIDEWALK CONCRETE VERTICAL
�. CURB AND GUTTER
CITY WATER
RENTON AVE S
MINOR ARTERIAL (LOOKING NORTHWES
SCALE: 1 "=6'
vi i'n7" F 7 97'
5' S/W
i
3= MAX.)I (2.0%
M'qk.
\ GMp
3=q k
SCALE: 1 " = 40'
40 20 0 40 80
CONTOUR INTERVAL = 2'
23'
5
0' DADvmir, DII/CI AMC- l()' TRA11P1 I ❑KIP �
CEMENT CONCRETE —'
VERTICAL CURB
AND GUTTER
S 132ND ST
COLLECTOR ARTERIAL (FACING EAS
13' PAVING
PROPOSED
SEWER
PROPOSED
SEWER
4' MIN.
SCALE: 1 "=6'
13' PAVING
PROPOSED
WATER
ROAD A
SCALE: 1 "=6'
PROPOSED
WATER
ROAD A
r� !� �� T ■ /'1 � ■ r1 r\
CUT IN DWY 10'
UNIT—
k�
2.0%
VARIES
SCALE: 1 "=6'
EXISTING
R/W
5' S/W
i
2.0%
(MAX.)
3• � Mqk
CEMENT CONCRETE VERTICAL
CURB & GUTTER
PROPOSED
STORM
3.7
M,qk
CEMENT CONCRETE VERTICAL
CURB & GUTTER
PROPOSED
STORM
4' MIN. I�'y TUCK
PAVING 10' PAVING DWY UNDER
5' S'
0.5' MIN.
COVER
PROPOSED
WATER PROPOSED —/;D
STORM C�
ALLEY
SCALE: 1 "=6'
UNIT
.F
2.0%
VARIES
PROPOSED
SEWER