19-103818NORTH LINE OF THE TAX PARCEL 2021049090 PROPOSED
SOUTH 1/2 OF THE I 24' GATE FOR FIRE
SOUTH 1/2 OF THE WATER METER
NORTHEAST 1/4 of I DEPT ACCESS TAX PARCEL
THE NORTHEAST AST 1/4 FOUND 5/8" REBAR
HELD T SIDELINE SPLIT WITH CAP STAMPED SET 1 /2" REBAR. W. \ 2021049086
° 4
TO MATCH PRIOR SURVEYS "LS BCG 21601 " WI TkI---EAP STJ�MPE � .:. ' , -
0.1' SOUTH & 12.8' WEST "CENTRE PT. LS. 22338
6' CYCLONE FENCE 0:1'. NORTH
S89°51.37 E 144.73 e
I _ 6' CYCLONE F CE---------
-
\-�_
GWA` , „, Q UY POLE 3 ��-
5 CEDAR A :PHALT fI.
90'04'04" DEED MELD
EXG 20' GATE \ z a
Z n
r ry \ 33" CEDAR I ('' �. POWER OLE
J
24" BIRCH\ _� WOOIZFEN
z I ~43" CEDAR \
U `! � t S89° 1'38"E 8�.37' POWER VAULT
a N OR POLE
LO
C I" ALDER °
e \ \ . Q
I �z � ---- 24" FIR 28" CEDA`� 8" CEDAR I W Qe
z °° __MOVE-EXG TREES AS 50 0'
O
\ SHOWN TO ACCOOON IM DATE \40" CEDAR WIN ' J
ACCESS FOR FIRE DEPT.
/ 16" FIR
\
+e1
/ 11" DECIDUOUS 43" CEDAR � ''� a \ ` ° 63.5 ROW
11' LDER
� a
#12" CONIFER
38" DECIDUaULS TWINLS
f
\ 38" CEDAR T`IH
t
\ f
SET TACK IN HUB 27" CEDAR ALDER
-POINT ON LINE 31" CE AR 46' ':v-? �w0 `�J'
° 18" CEDAR CATCH BASIN
INSTALL 8' HIGH CHAINLINK FENCE 52" COTTONWOOD TWIN 1" ALDER a Q ' ID RRIMA D D GRATE 1
18" CONCRETE OVER ` 12" DI E 312.02 IE
W/VINYL COATING ( 310.01 'i� '� _
DECIDUOUS �34" JEDAR R/P AP '
32" DAR \ '
40
„DECIDUOUS Am2 �'EDA.
/ 10" DECI UOUS 22" C! 1 v� a GCB
300 / 044" COTTONWOOD WIN ° ` --DAR
® 60" COTCOT ON' TONWOOD � N -liR ' o
\ \/ 4" � S 1 co
TAX PARCEL 20210490/2 TAX PARCEL 2021049 80 20" CEDAR \ °1
U
00 REMOV EXG TREES � j w
S SHOWN TO 8EDi R i" CEDAR
24'DAR TV
12" CEDA \\\ o
A COMMODATE 24" FIR �e J j
N INSTALLATION OF THE , e� o
°� PROPOSED FENCE 36" E R TWI a �" N o
° ." CEDAR
o ` �_
15" COTTONWOOD ° ' &Q
15" COTTONWOOD 035" COTTONWOOD \ ' f ;_' ALDER e ! N O
t moo
_ ' 21 "ALDER 00.n � �.*1
SET TACK IN HUB \ \ a ' oN co
POINT _014,�INE
" COTTONWOOD C�'
REMOVE EXG TREES oo - Q
AS SHOWN TO 44" CEDAR TWIN RETAIN ALL ON-SI EXG TREES - ( aAbRAN
ACCOMMODATE ` ;� 7" c\TTClvwooD 20" CEDAR OTHER THAN TREES I DICATED HH�
INSTALLATION OF THE !% 17 COTTONWOOD 012" COTTONWOOD ON THIS PLAN TO BE R OVED .a a°18 ALER
COTTONWOOD 60" C\O?TO WOOD /
L9 W f
o 0 7" COTTONWOOD e 20� o
j Q,
14" COTTONWOOD � \ 48" CO770Nw00D + e d e9 CATCH BASIN
r✓�tn STANDARD GRATE
" " COTTONWOOD RIM 311.86
Q12" COTTONWOOD �- %;���; 23> R �' -: TWIN i=� 12" DI E 308.66 IE
(i Ste% 012" COTTONWOOD �`' ��
SET 1 /2" REBAR
INSTALL 8' HIGH CHAIN�NG
INK FENC �� a C f
� '
WITH CAP STAMPED 89°49'48" DEED HELD Q STORM DRAINAGE MANHOLE
"CENTRE PT. LS 22338" �` \ W/VINYL COAT \ 63.5' RIM 312.34
AT CORNER. o f 12" DI N 307.99 IE
FOUND 5/8" REBAR � 27" COTTONWOOD \
c`"� i 12" CONC W 308.07 IE
WITH CAP STAMPED WATER VALVE 12" DI S 308.34 IE
"ESM LLC LS 39572 / 41282" 33" COTTONW009� 30' COTTONWOOD \ ''
0.5' WEST & 0.9' SOUTH\ SET 1/2" REBAR ®WATER VALVE
SET TACK IN HUB \ `2 WITH CA STAMPED
POINT ON LINE SET TACK IN HUB / "CENTR PT. LS 223 )
\�\ j POINT ON LINE 32" COTTONWOOD �m f
i 52" CEDAR �\ °
8FIR 11x2-"yC-OTTONWOOD 14" COTTONWO D 28" COT ONWOO o ° J
12" COTTONWOOD N89°51'49"W 186.16' \ /� f t
14" COTTONWOOD a ��- / 1" COTTONWO \
SOUTH LINE OF THE TOE - - _ _ 200'DEED HELD_ _ / �� TOE / ae STORM DRAINAGE MANHOLE
NORTHEAST 1/4 OF
-------------- _-'�--'� '-----'�\ 50.0' RIM 311.57
THE NORTHEAST 4 1
/ ----�' �-----�� -'` ---� POWER---uAUL `f TYPE it
o, i LADDER WEST
&WA Q VALVE 12" CONC N 307.21 IE
TOP-------�i-_= --- ------ ------ - ---- --- -== --- a 12" CONC S 307.10 IE
_�. _ " ' T I ®WATER VALVE
Qa:
' d . - ' ,aA SANITARY SEWER MANHOLE
a` e 4 a RIM 311.23
o" c+- _ : aa: a a/' = ° TYPE II
• :a _' _ _ , 4 • ' LADDER NORTH
300+ - - - - c• a ' a ' CATCH BASIN
a _ 10 PVC E 295.90 IE
ANITARY SEWER MANHOLE �� ,'aQ - •,' s� - - � e •" ° : � a Q SOLID LID
SITE BENCHMARK RIM 300.10 - �- Q GRAVE ° e= a ' 3 RIM 310.78 J 10" PVC W 395.56 IE
ELEVATION: 304.77 FEET E II a a to
___.---- / �AT.CH -BASIN_ -- a � TYPE II
LARDER-SOCITH �� ®`. .. =e STANDARD = G TE'<
„ e. LADDER NORTHEAST
10 PVC N 277.01 IE g _ RI�U '310:r� a, 24" CONC SE 300.15 IE
lop PVC EAST 277.12 IE_ -� 2.4'= CONf�`�iW 301:36 f� - ° 24" CONC W 300.08 IE
10!-PVC W-276.1 a' 18" CONC E 301.72 IE e
? S 277.34 IE ° a O STORM DRAINAGE MANHOLE
® \ . 6" PVC W 307.11 IE RIM 311.16
12" CON\302.57 IE M TYPE II
UTILITY CONFLICT NOTE: --- :.R 12" CONC N 302.17 IE
N _____18" CONC W 302.17 IE
12" CONC S 303.19 IE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON /�
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE SITE PLAN
HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL W E
INCLUDE CALLING UTILITY LOCATE @ 1-800.424-5555 AND THEN POTHOLING ALL
EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS 1
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO S
VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
STORM DRAINAGE MANHOLE
RIM 315.29
12" DI N 312,30 IE
12" DI W 311.99 IE
12" DI SOUTH 311.86 IE
2.5" 0 POST AT
CORNER (TYP)
EXISTING
SURFACE
V 0 X 2' DEEP
FOUNDATION (TYP)
PROJECT DESCRIPTION:
TREE REMOVAL IS PROPOSED TO ACCOMMODATE
INSTALLATION OF THE SECURITY FENCE, GATE AND
ACCESS FOR THE FIRE DEPT. ALL OTHER TREES ARE
TO BE RETAINED AS SHOWN ON THE PLANS.
TREE NOTE:
TOTAL TREE EXISTING:
86
TREES PROPOSED TO BE REMOVED:
8
TOTAL TREES REMAINING:
78
TOTAL TREE UNITS EXISTING:
210
TREE UNITS PROPOSED TO BE REMOVED:
18
TOTAL TREE UNITS REMAINING:
192
# OF TREE UNITS REQUIRED FOR BC:
201 AC (29.6)
PARCEL AREA:
1.48 AC
I nt /_ATC en LT
! ruvivL VL 1 /-1iL ' -
C1 NTS FOUNDATION (TYP)
,HIGH VINYL COATED
CHAINLINK FENCE (TYP)
2" 0 POST INTERIOR
POST (TYP)
FENCE DETAIL
NTS
• otComiounity Dom -
Pernik 3.- :1t B i �o 0P .
By w ilia; ,.(:.�
Date „�em1 aol�
VICINITY MAP
CURTIS NELSON
627 EAST FRANCIS AVENUE
SPOKANE, WA 99720
SITE INFORMATION
PARCEL 2021049080: 1.48 ACRES
LEGEND
DESCR mm
NEW
EXIMG
STORM SEWER
- -- D - - -
SANITARY SEWER
- - - S - - -
S
WATER
- - -W- - -
W
CONTOURS
50
50
SILT FENCE
F
POWER (OHP/UGP)
- OHP/UGP ---
- OHP/UGP -
ASPHALT PAVING
PERVIOUS CONC.
CONC. PAVING
:L6
GRAVEL SURFACE
G-;:.:.:1
LANDSCAPING
GRIND & OVERLAY
CONCRETE CURB
SPOT ELEVATIONS
\
7 x_xx
PARKING COUNT
0
FOUND CASE MON
FIRE HYDRANT
GAS METER
0
no
GUY WIRE ANCHOR
E--
JUNCTION BOX
m
❑
PARKING LOT LIGHT
\
\
POWER POLE W/TRANSFORMER
Q
POWER VAULT
ROCKERY
CA"
cr=
SIGN
=
>�
SIGNAL POLE
STORM CATCHBASIN
■
O
STREET LIGHT
TELEPHONE JUNCTION
BOX
TELEPHONE VAULT
0
m
UNDERGROUND POWER
UTILITY POLE
-0-
-o-
UTILITY MANHOLE
•
O
WATER METER
ER
WATER VALVE
m
ABBREVIATIONS:
BLC -
BUILDING CORNER
MJ -
MECHANICAL JOINT
C -
COMPACT
OH -
OVERHEAD
CB -
CATCH BASIN
PL -
PROPERTY LINE
CL -
CLASS
R -
RADIUS
CO -
CLEAN OUT
REF -
REFERENCE DRAWING
COA -
CITY OF AUBURN
RNV -
RIGHT-OF-WAY
D -
STORM DRAIN
S -
SANITARY SEWER
DDCV -
DOUBLE DETECTOR CHECK VALVE SO FT -
SQUARE FEET
DI -
DUCTILE IRON
STD -
STANDARD
DS -
DOWNSPOUT
S1W -
SIDEWALK
DTL -
DETAIL
T -
TELEPHONE
DM -
DRIVEWAY
TC -
TOP OF CURB
EL -
ELEVATION
TP -
TEST PIT
ESMT -
EASEMENT
TV -
TELEVISION
EXG -
EXISTING
U.N.O -
UNLESS NOTED
FD -
FOUNDATION DRAIN
OTHERWISE
FDC -
FIRE DEPARTMENT CONNECTION YL -
YARD LIGHT
FF -
FINISHED FLOOR
S -
SOUTH
FHY -
FIRE HYDRANT
W -
WEST
FL -
FLANGE JOINT
E -
EAST
HIC -
HANDICAP
-
NORTH
INVERTELEVATION
[NN
RECEIVE
SODUTHWEST
F -
SW -
us -
LANDSCAPING
NE -
NORTHEAST
MH -
MANHOLE
AUG 0 8 2019 SE -
SOUTHEAST
Q�
CITY OF FEDERAL WAY
DIAMETER
COMMUNITY DEVELOPMENT
Z
L.1J
C..0
m
Lij
LL+
rl-
W
V
m
ui
F=
s
co
ui
I-
8
z o
O a
CO
U
U
a
i
A P
DATE 5/23/19
DRAWN AEP
CHECKED AEP
JOB No. 2019018
42*41 EN)
0 AP CONSULTING ENGINEERS PLLC 2019