20-103186-Civil Plan-12-27-2020-V2IA
IC
E
IE
IF
2
CROSS SECTION TYPE W
1 LAN E
+ PARKING
7f C f A fY. n�
A n d o f I f W C f
MINIMUM PAVEMENT SECTION
LOCAL
0.25' HMA CL Y2", PG 64-22
0.17' CSTC
0.42' CSBC
NOTES:
* PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURB.
REV:FEBRUARY
�aw PUBLIC LOCAL DWG. NO.
m
LI d@M RY WORKS 3-2w
3
NOTES:
1. INDIVIDUAL LOT DRAINAGE TO BE INFILTRATED ON SITE
2. DRIVEWAY SURFACING TO UTILIZED PERVIOUS SURFACING.
3. PRIOR TO BEGINNING CLEARING AND GRADING ACTIVITIES, ALL CLEARING LIMITS,
SENSITIVE AREAS AND THEIR BUFFERS, AND TREES AND VEGETATION THAT ARE TO BE
PRESERVED WITHIN AND ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEARLY
MARKED AND PROTECTED PER FWRC 19.120.160, TO PREVENT DAMAGE.
4. ALL NATURAL VEGETATION SHALL BE RETAINED ON THE SITE, EXCEPT THAT WHICH MAY
BE REMOVED AS SHOWN ON APPROVED ENGINEERING PLANS.
5. CLEARING AND GRADING SHALL MINIMIZE IMPACTS TO ADJACENT PROPERTIES; AND
CLEARING, GRADING, AND VEGETATION RETENTION PLANS SHALL INCLUDE PROTECTION
MEASURES FOR EXISTING VEGETATION LOCATED ON ADJACENT PROPERTIES.
6. FINAL LIFT OF ASPHALT ROADWAY WILL BE ONLY INSTALLED ONLY AFTER ALL DRIVEWAY
APPROACHES HAVE BEEN CONSTRUCTED. ADDITIONALLY, THE OWNER WILL BE REQUIRED
TO PROVIDE A BOND THAT COVERS THE ESTIMATED COST OF THE FINAL LIFT.
Know what's below.
Call before you dig.
PREPARED BY:
CHAIN LINK FENCE RUNS
ALONG PROP. LINE
WOOD FENCE
LIES 1.4' W.
�, 6„
J
o
•—
tun^/
W
n
N
LIES 0.2 N72°E
FOUND REBAR &
CAP LS 45151
WOOD FENCE
LIES 0.3' E.
,• t
6",
5
N. LINE OF THE SE 1 /4
N88'53'34"W 164.13'
APPR IMATE
3 SQFT
BIO—RE NTION
CELL (TYP)
6
I I \
FOUND 2" IRON _
'E Tf 'K
CHAIN LINK FENCE \
LIES 0.5' N.
121) 1 \
s' I 30' ACCESS & UTILITY
EASEMENT PER REC.
I�
LOT 1 /
/ PROPOSED 1
/4» WM (TYP)
O FOUND REBAR
Z CAP LS 4515 328
EXISTING SHED J
0
LL
J
= t
Uj 0000.
W N 4
O
F=- W N
CONC.
o ,to WALKWAY
W
Z N
J O
Z
o/Rry A � - 332
40p TyRF
02J049 TR F
J23
l lrc- n P qln�
EXISTING SHED
(TO BE REMOVED)
N88-53'34"W 151.12'
A/C UNIT
60.1'
O
DECK
,DEBAR 8�
CAP LS 4515
2' N 75°W
I
�I
_ 1-11.2' GRAVEL
ASPHALT �
DRIVEWAY �
CONC. �
I CONC. _
WALKWAY
BRICK CO
CONC. EXISTING I (TY .)
PAD ` RESIDENCE I f
I BRI K
II f I WA L
I �I
LOT 2
EAVE (TYP.)
I I
\ ` - 36.7
22 INGRESS, EGRESS
332� & UTILITIES ESM'T TO -
BE CREATED UPON THE 1
RECORDING OF THIS
EXISTING SHED
-;
SHORT PLAT
% 2"
8„
\
9.9
a
N88'53'34"W -
336 6
6"
164.10'
,
' •
FOUND REBAR &
6"- j
CAP LS 45151
;y;14"
i
36"
-,
' 12
FOUND
RE
.�c
C� `>^� 1—
S36
1 1
)'
N 1 —7 P, l e
WOOD FENCE
.4- „
`"10
_ �.L>
-
„
PR
OSED
SIDE 1
LIES 1.5' E.
�;-�„ �-
12
,..10"
�-'
EWER
(TYP)
�O
/LOT 3
O
A?
FOUND REBAI
�� ; ;
(NO CAP LIES
"16" 12
L>
/
2
ROAD
ESMT
0.4' S38°W
�,^c
'
'
PER
REC. N0.
"4„
2652877
1
30
WOOD FENCE RUNS
18" _,%12" 10 /V�
ALONG PROP. LINE
J `'>^: _��-
,�L 8
„
12
WOOD FENCE
WOOD FENCE g;'
f �•L> j L>
8„
titi�6 �,� 6
g"
ti�
6"
j 2>
LIES 2. 1' N.
LIES 1.2 N. -;^; `�,�
-;��> -;� > ����
-�� >
`-7
FOUND REBAR & N88753 34"W 153.(7
)AR &
CAP LS 27193 (S. LINE OF THE N. 290')
UAN L5
45151 -
IES
0.4'
N89°W
I
FOUND REB, ... &
,q S41A
CAP LS 45151
DEVELOPMENT
ENGINEERING, PLLC
2306 A STREET PHONE: (253) 228-0513
TACOMA, WA 98402 WWW.DE—CIVIL.COM
CIVIL - GEOTECHNICAL
PROJECT TITLE:
HORNER SHORT PLAT
35507 — 6TH AVENUE S
FEDERAL WAY, WA
PN: 3021049112
326 I NO. 20100108900001
a- \
13 I \
28 I \
EDGE OF GRAVEL
I
I
1 1 RFC N F FF�F4 J \
I 0070890 Y
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32 I N 3 W/
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cn
Cj
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U_ W I-
w O '�-'a-
a
z ��
I r
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II w I 30' NON-EXCLUSIVE
UTILITIES ESMT PER REC
NO. 200411112001741
II I
7
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1NI'li ti:
•y[J 35 WesL HV lebos
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352 of S
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Federal Way
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N VICI N ITY MAP
NTS
OWNER
JENNY CHONG HORNER
35507 - 6TH AVENUE S
FEDERAL WAY, WA 98023
LEGAL DESCRIPTION
CIVIL ENGINEER
DEVELOPMENT ENGINEERING, PLLC
PO BOX 446
TACOMA, WA 98401
(253) 228-0513
WWW.DE-CIVIL.COM
PARCEL A:
THE NORTH 290 FEET OF THE EAST HALF OF THE FOLLOWING DESCRIBED PROPERTY:
THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE NORTHEAST QUARTER, AND THAT PORTION OF THE NORTHEAST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER LYING
NORTH OF LAND
DEEDED TO KING COUNTY FOR ROAD (SOUTHWEST 356TH STREET), ALL IN SECTION 30,
1
� INGRESS, EGRESS & UTILITIES
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON;
1 ESM'T PER S.P. REC. NO.
EXCEPT THAT PORTION DESCRIBED AS FOLLOWS:
3
7703110466 (TRACT X)
BEGINNING AT THE SOUTHWEST CORNER OF THE NORTH 290 FEET OF THE EAST HALF OF
THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF NORTHWEST QUARTER OF THE
I336
a- I
NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING
COUNTY, WASHINGTON;
THENCE FROM SAID POINT OF BEGINNING, ALONG THE WEST LINE OF SAID SUBDIVISION NORTH
138'21* EAST 42.62 FEET;
THENCE LEAVING SAID WEST LINE SOUTH 4321'39" EAST 15.56 FEET;
THENCE SOUTH 01'3821" WEST 31.57 FEET TO THE SOUTH LINE OF SAID SUBDIVISION;
THENCE ALONG SAID SOUTH LINE NORTH 88'38'46" WEST 11.00 FEET TO THE POINT OF
BEGINNING PURSUANT TO KING COUNTY SUPERIOR COURT CAUSE NO. 93-2-21012-4.
II
IASPHALT
DRIVEWAY
I
PARCEL B:
ANON -EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND
I
R 4oT
ACROSS TRACT X OF KING COUNTY SHORT PLAT NO. 177014 RECORDED MARCH 11, 1977
UNDER KING COUNTY RECORDING NUMBER 7703110466 BEING A PORTION OF THE WEST HALF
ECC f(C 3
OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER
23't P 014DE NO SRO
AND A PORTION OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST
MIN
TTOWNSH P 21 NORTH RANGE 4 EAST, W.M., THEAST QUARTER N N KINRTH OF G COUNTY, ASH NGTON. T 356TH IN SECTION 30,
QUARTER,,�`3J
PAVED IM TH JO
P
I�
Rq 466
a-1 p oE<<
� ,�
N
49J34RS
i
I II
III
I
3 WATER SERVICES
(2) 2" (1) 1-1/2"
a- PE TO BE
I
COORDINATED WITH
LAKEHAVEN UTILI
DISTRICT (TYP)
N
I
1 GRAPHIC SCALE
I 20 0 10 20
I
I
( IN FEET )
I inch = 20 ft.
APPROVALS:
Job No.:
18-217
Proj Manager:
Drawn:
Reviewed:
WGC
Dwg. Chk.
WGC
Date:
6/20/19
Scale:
1" = 20'
REVISIONS:
SIGNATURE:
GL
WASy
co
� � b
SSIONAL
1212120
SHEET TITLE:
CIVIL
PRELIMINARY
PLAT
SHEE_TN 0.
C - I
18-217
2
4
5 1 6
7
CHAIN LINK FENCE RUNS '
ALONG PROP. LINE �
A NOTE: WOOD FENCE
LANDSCAPE DUFFER WILL CONTAIN A LIES 1.4' W.
MIXTURE OF EVERGREEN AND DECIDUOUS
TRE55 INTERSPERSED WITH LARGE 5HRU55
AND GROUNDCOVER.
U
C EXISTING TREE TO BE
PROTECTED (TYP)
ILD
IF
Know what'sbelow.
Call before you dig.
WOOD FENCE
LIES 0.3' E.
EXISTING SHED
0/RT'y T
4pN 3 � 0 T,yRF
021049 TR F
123
FOUND REBAR
CAP LS 4515
LIES 0.2' N72°E
FOUND REBAR 8,
CAP LS 45151
I
I
I
I
I
i AD I
o /�
o
N. LINE OF THE SE 1 /4
N88'53'34"W 164.13'
51 '
FOUND 2" IRON
nlnC 1A/I7LJ Tn'K
CHAIN LINK FENCE
LIES 0.5' N.
Ps
\
\
\
30' ACCESS & UTILITY
EASEMENT PER REC.
I I I r I 1,40. 20100108900001
LOT 1 I / I I \
w o
LOT : 38 j I`
r7 9686.27 SQ FT
CN 0.22 ACRES
o .=OUND REBAR / I ��� �' - EDGE OF GRAVEL
Z-CAP--L5 45151 I 3128 �� Z I \
J LIES 0.8' - - -- ,\ REBAF�_
EXISTING SHE& 'LS' 4515
(TO BE REMOVED) IFS 0.2' N75°W -� \
I
N88'53'34"W 151.12'
A/C UNIT _ _ , 11. 2' \ GRA VE-C I I I RFC OF F1 4 7
a I No <<q Rq
I �
60.1ASPAL HT .2070070(990
01 I I 0070 Y
I Cof4 . DRIVEWAY --, I .gpOeFRT 890wq
000
,�•�O I I Gc I 32 � I ^/ 30 �j,/� 1
n DECK CbNC I I I 1 ?7049 ON
U_ \
J I WALKWAY I a_33
_ , o
I BRICK CO
� wCON
w EXISTING TY -
w N 00 4 PAD
` RESIDENCE ( i; )j
= N I BRI K ii. °c� _
1_ w CONC. L f I ~ 'x
p rn -WALKWAY L T I f 0 I-�J F-,
w M 943li m F l I a
Z c 4 � 0.45 ACR � I i� � Z Q�
. z
l332 - ;__�36.7' 30' NON-EXCLUSIVE
I ��
UTILITIES ESMT PER REC.
NO. 200411112001741
22 INGRESS, EGRESS I �
& UTILITIES ESM'T TO- �I
--BE CREATED UPON THE
0 4 .8' RECORDING OF THIS
EXISTING _ - - SHORT PLAT 3 °
3'34IV _, 336
- N6- ,,N,
16 .10'
6"
U
„i
0,
`12
/ LS
14- N i �( 2 N/ 5°W \ I \
WOOD FENCE
LIES 1.5 E.
FOUND KLbAK :y;� 16k913 SQ FTC
(NO CAP LIES - 1 ! /� 0.�7 ACRE 2 'ROAD ESMT \ I�
0.4 S38°W I PER REC. NO.
c 12" . 10" �/ �;,� 4 I I 2652877 I\ I
� I \
WOOD FENCE RUNS 0 8"
ALONG PROP. LINE J _ �� �16 \
0 `> I WOOD FEN CE \ I
00 EN E 12 0 \
6 ' \ LIES 2. 1' N. II /
o
rOUND REBAR 2 N88'53 34"W 153.09
I CAP LS 27193 (S• LINE OF THE N. 290') CAP LS 45151
I LIES 0.4' N89°W
I
FOUND RE_ &
I ,q NOY S/ CAP LS 45151 -
� 30?1 pM�NS
PREPARED BY:
DEVELOPMENT
ENGINEERING, PLLC
2306 A STREET PHONE: (253) 228-0513
TACOMA, WA 98402 WWW.DE-CIML.COM
CIVIL - GEOTECHNICAL
PROJECT TITLE:
INGRESS, EGRESS & UTILITIES \
ESM'T PER S.P. REC. NO.
7703110466 (TRACT X)
' 336 \ °-
I
I
ASPHALT
DRIVEWAY
I
I
RFC. 4 () T 3
Np )j p
R,q 0311046
��� i 4pNF<< s
� I 3°27o%y
49134eoRS
I
i
a�
i
a�
HORNER SHORT PLAT
35507 - 6TH AVENUE S
FEDERAL WAY, WA
PN: 3021049112
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft
F-AP-PROVALS-
Job No.:
18-217
Proj Manager:
Drawn:
Reviewed:
WGC
Dwg. Chk.
WGC
Date:
6/20/19
Scale:
1" = 20'
REVISIONS:
TREE PROTECTION DURING CONSTRUCTION
1. SIX FOOT -HIGH TEMPORARY CHAINLINK FENCE SHALL BE PLACED AT DRIPLINE OF TREE TO BE SAVED.
FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY.
AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS.
2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGED
DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL
EXPOSED ROOTS SHALL BE TEMPORARY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND
COVERED WITH SOILS AS SOON AS POSSIBLE.
3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS,
VEHICULAR TRAFFIC, OR STORAGE OR EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE
LIMIT OF THE FENCING.
TREE PROTECTION
SCALE : NTS
TOTAL CREDITS=29.5
TOTAL CREDITS REQUIRED 25TREES/ACRE X
1.08ACRES = 27 CREDITS
RETAIN 11 TREES 12-18" DBH = 22 CREDITS
RETAIN 5 TREES 6 - 12" DBH = 7.5 CREDITS
Table 19.120.130-2
-Tree
Unit
Credits
Existing
Tree
Category
Tree
Unit
Credit
Existing
Tree
1" to
6"
d.b.h.
1.0
tree
units
per
tree
retained
Existing
Tree
> 6"
to
12" d.b.h.
1.5
tree
units
per
tree
retained
Existing
Tree
> 12"
to
18" d.b.h.
2.0
tree
units
per
tree
retained
Existing
Tree
> 18"
to
24" d.b.h
2.5
tree
units
per
tree
retained
Existing
Tree
> 24"
d.b.h.
3.0
tree
units
per
tree
retained
EXISTING TREE
0 12-18" TREE TO BE PROTECTED
0 6-12" TREE TO BE PROTECTED
NOTE: ANY TREE NOT
PROTECTED MAY BE
REMOVED
SHEET TITLE:
CIVIL
TREE RETENTION
PLAN
SHEET NO.
C-2
18-217