HomeMy WebLinkAboutR-413607co
a
N
rL
11
Ii
I
_
i
SEE SHEET OIL FOR
CB
TYPE 2 48•
WATER MAIN EXTENSION
W
SOLD LOCKIND UD
'
CONSTRUCTION INFORMATION
1 STA:1+31,55, 6.50 Q.)
PoM=40854+_...1�
SEE SHEET C8 FOR NE 71H ST.
PRIVATE ACCESS -TRACT
-A'
PLAN AND PROFILE
-
CONSTRUCTION FORMATI
8'- LANDSCAPE BUFFER
- —
--
E
}
W o
s
Its
•. I
t0
II
0+40 0+80-
1+20
V
\
L 3
410...
RD
(�
IF
PROPOSED ALIGNMENT EQUALS
A
i WEDGE CURB ROMINE
17
W
aLV
�1
III
a0 LOT
,III
I PAD ELEVATION = 410.01)
I
N
PROPOSED STORMWAIER DETENTION
II
4.;• VAULT. SEE SHEET C9 FOR
...CONSTRUCTION
—
f
INFORMATION
h-.ICI\.g
i
7TH ST. CURB AND GUTTER FLOWUNE
PA STAG+I6.00, 0.00'
PM ELEV.--411.89
NE 7TH ST. RIGHT OF WAY
CENTERUNE
STA:0+DOoO, 0.00' 415
ELEV =412.20+
STA:-0+17.58+, 18.00' (L)
CONNECT TO EXISTING
8" WATER MAIN.
SEE SHEET Ct. e. ,,..,
LDE
395
DATUM( 1SZEV
390.00
WALL
HORZ: r = 20' s
PERT: 11 = 5'
O+DO
CB 0 - TYPE 1
W SOLID LOCKING UD
STA2+23.00, 6.50' (L)
RIM=4D5.73:
TRENCH, PIPE ZONE BEDDING AND INSTALL PER CITY STD. RAN
COMPACTION. AND BACKRLL PER CITY 200.00, 204.00, AND 2D4.10
STD. PLAN 220.00 AND 220.20 (TYP) CB - TYPE 2 (461
8 - TYPE 2 (Mr) a071100140 W SCUD LOCIUNG LID
SOLD LOOKING UD NM=406.153
.1+39 1 00 2:1 (MAX) IE=391.85 (12" N,W) ENSRNG DUDE
i INSAPER CITY CONTOUR (IMP)•� CUT SLOPE STD
r _ PLAN
S00-1079'E 288.75' _ 2DI'00 AND ZD4'50 (TYP)
r — ---� —�
t0�lF i2 li,l. a. a aux --
-- - NIF 12' ADS (N- 2) 01.43% - --
_ RD-r�-251F 6• ROOF DRAIN
3 1rb0 2+00 2+ .BO I SNB 01.20x
4 SNB IE=40275.
/ ASPHALT CONCRETE-] 6 L" I I
WWEEDG7 SEE �E'CU''RB/� ? LOT 3
RD r_ - - - - - , `r PAD ELEVATION
I = 405.00
`l I j
8 I SF/I - CATCHBASIN STORMFILTER l
T_ - -1 1 CARTRIDGE (ZPG)
STA2+23.00, 0.87' (L) 1
RIM=405.60 rCBJ
SEE SHEET ODPROPOSED 15' PRIVATE
LOT 2 - ' H'•'j IS' f`I STORM DRAINAGE EASEMENT '
-�. PAD EEEVATON=407.00 �I.I 1 L— T--- ------J
i FINISHED DUDE � f. - - -
-- CB
CONTOUR (TYP) g ICBM 0+ � 1+20
RY SIDE SEWEIR
PIERCE PL, NE ca smu"CTICN INFORMATION
26' PUBLIC WATER, SEWER,
II L AND PRIVATE ACCESS AND
8011f0A0 801710731 UTILITY EASEMENT PER K.C. 801110132 \ \
II c REC.# 20140924000105 AND
C.L.,�S.'NW� WC
C/Yd E110151 AFRAYO 6 SURYEYAYO
♦N - 29M ST. NE, SUITE D PH: (253) 848-4202
PUYAIWP, WA 91072 ceserrlcee®cesnwl c.com
PLAN VEW
PRIVATE ACCESS TRACT 'A'
BACK OF SIDEWALK
PROFILE VIEW
BEGIN PRIVATE ACCESS DRIVE
PA STA:0+29.51, 0.00'
SCALE:
PM ELEV=412.18
HORIZONTAL 1"=20'
VERTICAL 1"=5'
CB B -TYPE 2 48'
W1 SQUID LOOKING UD
STA1+31.55, 6,50' (L)
CB -
rdM=40854+
W
E=401.15 (1Y W,S)
STA1+;
rFlNISII
FOUR
GRADE AT WED
PM $TA 0+958
0.00_
E=392
FLONUNE (TYP)
PVI FLOWINE=
.50
3LF 12' ADS IN
12) 01.15x
N
E=401.00
LJ
SORM
DETENTION
AULT
I.
INSIDE
ENSIONS 401 %TOW
A 11'D
VAULT
= 404.00t
VAULT
NG = 403.00
TOP OF
VE STORAGE =
50
BOTTOM
LIVE STORAGE
= 392.
EDS
NG GRACE �1
rFINISHGR
E VAULT
= 392DO (
ARIES)
Ai
RO
DOE CURB I
NE (TYPt I
I AT WEDGE
FLOWUNE (GYP)VAIN,fie
RB
IO F e' VC'01.11x
room rnm
0+40
19LF 12" OS (N-12) 0
0+80 1+20
(12•
(6' 1
CALL 48 HOURS
BEFORE YOU DIG 2
DIAL 811 1
6/2021 1 NO.
E=392.50
1+60
CURB ROW
BLF 1
I - PATr
I PROPOSED BIDDER DESIGNED ALL
1 RETAINING WALL.
SEE SHEET C12 FOR WALL ELEVATORS
I
801110133
PA
STA:2+23.DD. 0.00
- TYPE I
FLOWUNE=405.60
UD COOLING LIDPA
123.00, 6.50, (L)
STA2+30.00, 18.00' (L)
1573E
416 END 6" D.I. WATER MAIN
STA:2+30.00, 21.00' (L)
L45 (12 N,
Lu (6• S)
2" BLOW -OFF ASSEMBLY
SEE SHEET CIL
AT MIDGE
( )
END PRIVATE ACCESS DRIVE
STA2+3280, 0.00'
FLOWUNE=405.75
DS
1.e7x
- TYPE 2 48"
W SOLD LOOKING UD
_
-
1.53
PoM=406.15E
- ---
-
r 405 IE=391.85 (127 N,W)
NOTE SEE SHEET C6 FOR STORM
MAIN EXTENSION CONTINUATION
TO NE TrPLACE
2+00
REVISION
(L)
2+32.80
70LF 12" ADS
(N-12) 0 0.50%
20 0 10 m a
1 \�
1 Inch = 20 }eeL
\ \\� PLAN VIEW CALLOUTS
I y
OI 131E 12• ADS (N-12) o .67%
7y • • 1 � � \ $\ fVG � (� 6LF 1Y ADS (N-12) 01.87x
19LF 12• ADS (N-12) 00.53%
OUTLET CONTROL SmucnDE
18" RISER
120 OUTLET PIPE IE=392.50
SEE SHEET C9 FOR CONSTRUCTION
INFORMATION
0418000005
12" INLET PIPE IE=401.00
s s i 1ti vA V A \\
yAN \\ O 6" INLET PIPE IE 401.00
\ :\ maj \\ O 15LF 6' ROOF DRAIN STUB 0 11.67%
STUB IE=40275
i
15LF 6• ROOF DRAIN STUB 0 11.67%
STUB E=10275
CBID f SEE SHEET 06 FOR NE TO! PL \4 \ \ \ O9 SEE SHEET C12 FOR BRANCH
RAN AND PROFILE \\ \ TURNAROUND FINISH GRADE
j' CONSTRUCRON INFORMATION \\ \ r CONSTRUCTION INFORMATION
CONNECT HMA PAVEMENT OF THE
15' PRIVATE STORM DRAINAGE EASEMENT PRIVATE ACCESS R) BACK OF
RECORDING N0. 20210226002594 \ \ PROPOSED CONCRETE DRIVEWAY
OVER PARCELS 80111OM37 AND \ \ -\-38A ENTRANCE PROVIDE SMOOTH
D4180WW5 \', TRANSITION.
11 VAULT
8• PVT: 0 DRAT
STUB IFOOTING DRAIN STUB
i STUB IE=393.80
2V PRIVATE ACCESS
PROPOSED ALIGNMENT EQUALS
WEDGE CURB FLOWUNE
PRIVATE ACCESS TRACT 'A' SECTION
N.T.S.
RAISED PORTION TO BE
ASPHALT CONCRETE
3o PAVEMENT CUSS B.
,. � PLACED AS A PART OF
,
(--- 2 THE ROAD PAVEMENT.
3"
2 ASPHALT CONCRETE WEDGE CURB
N.T.S.
�2" MIN. COMPACTED DEPTH HOT MIX
ASPHALT CLASS 1/2 PG 58-22
2" MIN, COMPACTED DEPTH CRUSHED
SURFACING TOP COURSE
6" MIN. COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE
CEP
SCALE 1•=20' -' O CITY OF
a0 RENTON
0TO 10 30 2 """` ENO DATUM
540 8 6 20 a �e 1 Planning/Building/Public Works Dept.
BY DATE APPR NP
O
co
O
CD
0
0
N
W
to
W
O
0
O
OT
Q
J
R-413607
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
a
SURFACE WATER UTILITY O DEVELOPMENT ENGINEERING
jfarah 05/25/2021 Nathan Janders 05/25/2021
O
2
UJ
7TH STREET SHORT PLAT
10/30/2020
�
CES NW JOB NO. 17234
F-
°' ° N A
A
c/)
PRIVATE ACCESSTRACT'A'
C7
F
PLAN & PROFILE
" 7 '20
17