HomeMy WebLinkAboutR-383608(C)
L'MJ
00
L'0MJ
I
0
I
0
W
trees
2' wide grass
filter strip p
sheet flow
ground
cover
1.3-
12" maximum
water depth
RAIN GARDEN
NOT TO SCALE
PORTION 0F�= SE 1/4, SW 1/47 SEC. 28,
2,•
X _ 6:1 BATTER
T -23N17 R -5E, W.M.
tr8os
6" minimum freeboard
from maximum ponding depth 8" MIN. THICKNESS OF
2"-4" QUARRY SPALLS BUILDING SLAB ELEVATION NOTE:
�°b
y 2' minimum a ��
6' MAX. STEP FOUNDATION AS NEEDED FOR GRADE.
1" MINUS WASHED ROCK [i]°° TOP OF SLAB AT EACH GARAGE SHALL FLUSH
top of vegetated berm $oo W/ PAVEMENT AND SLOPE UP INTO GARAGE 2".
S1hrutbi Ts 6" PERF. PIPE 0] �w
4" rigid pipe outlet 3.1 maximum
to storm system 1 slope �+
min. 12" catch
amended with g
soil with 4"
of compost
BOTTOM OF BIOSWALE
2'
BIORETENTION AREA
TABLE C.2.5.A WATER TOLERANT PLAINTS
Common Name
Scientific Name
Spacing (on center)
Western mannagrass
Glyceria occidentalis
seed
Velvetgrass
Hoicus mollis
seed
Shortawn foxtail
Alopecurus aequalis
seed
Water foxtail
Alopecurus geniculatus
seed
Spike rush
Eleocharis spp.
4 inches
Slough sedge
Carex obnupta
6 inches or seed
Sawbeak sedge
Carex stipata
6 inches
Sedge
Carex spp.
6 inches
Slender rush
Juncus tenuis
6 inches
Water parsley
Oenanthe sarmentosa
6 inches
Hardstem bulrush
Scirpus acutus
6 inches
Watercress
Rorippa nasturtium -aquaticum
12 inches
Small -fruited bulrush
Scirpus macrocarpus
12 inches
P'1 A TI IL A
BENCHMARKS
C.O.R. BENCHMARK No.1969
ELEV. = 398.251
NAIL IN TOP OF METAL PIPE IN CASE
AT X-ING SE 176TH ST AND BONNEVILLE
POWER LINE
KC BENCHMARK REFPT 3876
ELEV. = 397.689
ALUMINUM DISK SET FLUSH WITH CONC WALK
AT SOUTH SIDE OF PETROVITSKY RD. N. OF
HOUSE No. 12325
CHECKED FOR COMPLIANCE TO CITY STANDARDS
REVISIONS
N0. DATE REVISIONS
FILTER FABRIC rn i umi i
EXCAVATION ONLY
NOTE:
1. PERF. PIPE WITH WASHED ROCK
AS NEEDED FOR SUBSURFACE WATER.
ROCK FACING UT S1'C TION
NT--------
MAIL BOX}"
/l1 BLDG i< 'POW
/ 5 ---- -� A17I
APARTMENTS
T
SYS M HEADS
*A tp,
I
'OWER Ll- LL1�'///// /
�ANSFORMER '_z1/1�1 j T
PROPOSE ROCKERY
FSE DETAIL THIS SHEET c
6' H. SPLIT -FACE
APARTMENTS
6'
®r
Ill 11 Jill J
• Iwr�`dI �ii�I .•ye'I��iilMil 7�� `.•+I� iI►� OI iI" `I -
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BUIL" 97.8
F SLAB
UNIT
W 2B
�I.►���i•.yiiii iI �•=`I ��`►.s�Iwi il►�.OI,�. ►IOI ��`
z
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GRAPHIC SCALE
20 0 10 20 40
( IN FEET }
1 inch = 20 ft.
�� - -rr� S._ • is • .1W1 7
kill -- - ----- lei Fill 394___
co PROP�)SED
1 " WATER BJUJILDING,�, i FF SUAB 397.3 0 PVC ROOF,,DRAIN LINE ABOVE
METER (TYP.)
4" 1 FREJQAIN AT FOOTING
UNIT 1D
UNIT 1BUNIT 1C
•: DRAIN TO STORM
UNIT 1A
ASPHALT
•, •
D' FRONT
w
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��il �"i0i ir►�!i O�iyi�'is�i.�:'�`•
.�.. 3 Y s•.. .► •• `nii► • �:I��.��ii ��ww.a!'iw.►_Q�►.. aV...��. a►i s.
33(39. 0.6(& �, ►�,,7.• •1
D PIS► +�
• .AS-BUILT(TYJ ' - ►. Ill W.-
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ti
yI • - - - �1 .� • ''
i
.�.EX. e
t
INSTALL NEW TYPE 1 X39
"39 4. C(394.
IE 391-0 NW
IE (3"5) S
EX. ' - 8" DI CULVERT- REPLACE WITH 25' 2"DI 0 4.5%
2 '(21)-12"DI ® 4.5(10)%
CB TYPE I /
GAS RIM=392.30
STUB POWERIE(N)=389.85
VAULT
619 3. L_8" DI ® 5.7% EXISTING
\
o- I CB TYPE I, LIDFIRE HYD NT
s, �E(S,W,E)T389'7 I�n E
. <
,
-
CB TYPE I, '�
SANITARY SEWER MANHOLE
0❑
STORM DRAIN MANHOLE
_
RiM=390.04
-<
_y -sc
1x%7.5 . ; -2 ®1.86 % 9.5 ED CA ON 0 PUBLIC
-0 FOR RIGHT OF WAv
N IE(8"N)=379.36
CABLE TV RISER
-
r
1
IE(8"W)=379.35
SDMH TYPE I
w
w
C8 TYPE I WATER MAN
- w - - w - w --7 w -cl^
`�/ I� �uDs
IE(8"S)=379.29
RIM=390.16
OHP
� RIM=389.95 APROXM.
os '
IE(S)=385.76
IE(E,N)=386.06
r-
_
IE(N)=386.42
IE(S)=386.31 _OCA''ON
I�
MAIL BOX
N
®
DRIVEWAY PORTION OF SI EWALK
P4
WATER VALVE
�fl
WOOD FENCE (WDF)
-x-x
EX. DRIVEWAY APPROACH- ----TO -BE SAW- T`
-T6-USED AS . AN--AZ;CE�S- --- o
N88'40'51` REPLACED WITH A NEW SI ALK
FOR THE PROPOSE APARTMENT `
v !
N S.E. PETROVITSKY R04D
q 9
� � 0,26% � 2\ \
SID
5L
1 I 5
sb
„ ehtP-
SDMH TYPE II DMH TYPE II
DMH FLOW CONTROL MH RIM=390.26
RIM=391.86 RIM=390.72 IE(SW)=384.61
IE(W)=381.27 36" IE(N,SE)=385.17
IE(NE)=384.47
OVERFLOW=386.38 18"
\SDCB
RIM=389.79
NOTE: CALL I-800-424-5555 BEFORE YOU DIG
WN- -REPARED BY
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1-800-424-5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE. LOCATION OR DEPTH.
LEGEND
®
SANITARY SEWER MANHOLE
0❑
STORM DRAIN MANHOLE
®
STORM DRAIN CATCH BASIN
-<
EX. CULVERT
OR
POWER TRANSFORMER
CABLE TV RISER
�-
UTILITY POLE ANCHOR
-0-
UTILITY POLE
POWER POLE WITH DROP
OHP_
POWER POLE WITH DROP&TBOX
--
OHP
-5
-_OHP ---
EXISTING SIGN
❑
\SDCB
RIM=389.79
NOTE: CALL I-800-424-5555 BEFORE YOU DIG
WN- -REPARED BY
BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1-800-424-5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE. LOCATION OR DEPTH.
LEGEND
®
SANITARY SEWER MANHOLE
0❑
STORM DRAIN MANHOLE
®
STORM DRAIN CATCH BASIN
-<
EX. CULVERT
OR
POWER TRANSFORMER
CABLE TV RISER
�-
UTILITY POLE ANCHOR
-0-
UTILITY POLE
POWER POLE WITH DROP
POWER POLE WITH DROP&TBOX
POWER POLE WITH DROP&LIGHT
-OHP-
OVERHEAD POVER
EXISTING SIGN
❑
TELEPHONE RISER
--
MAIL BOX
FIRE HYDRANT
®
WATER METER
P4
WATER VALVE
�fl
WOOD FENCE (WDF)
-x-x
CHAIN LINK FENCE (Cl
C
EX. ROCKERY
EX. PAVEMENT
EX. GRAVEL
EX. CONCRETE
ALDER
NEW PERVIOUS PAVEMENT
SEE NOTES AND SPECIFICATIONS SHEE
NEW PERVIOUS CONCRETE
SEE NOTES AND SPECIFICATIONS SHEE
t,1CB
TYPE I L1._
93.79
R M
IE(W)=390.71
IE(E)=90.75 _
- - N88'40'51 "F
R-383608
< AS -BUILT SET
UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES.
ACTUAL LOCATION MAY VARY.
I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT
COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING
CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS
DETERMINED BY ME OR nNDER MY DIRECT SUPERVISION.
8627 NE 180th St.
A N � T � Y BOTHELL, WA 98011
SUNRCIGE TOWN'HOMES 91
CLIENT: IIS A D R"A D � N
PHONE. (206) 303-7639 V Y PROPERTIES L L C
E N G I N E E R I N G FAX: (425) 486-0267 VLADIMIR DROFIAK
EMAIL: benanste @ Uno.com 15012 SE 253RD PLACE
y COVINGTON, WA 98042 PLAIN