06-102454 (2)The information included on this map has been compiled by King County staff
from a variety of sources and is subject to change without notice. King
County makes no representations or warranties, express or implied, as to
accuracy, completeness, timeliness, or rights to use of such information.
King County shall not be liable for any general, special, indirect,
incidental, or consequential damages including, but not limited to, lost
revenues or lost profits resulting from the use or misuse of the information
contained on this map. Any sales of this map or information on this map is
prohibited except by written permission of King County.
CONTROL MAJOR SHORT PLAT - SURVEY/LEGAL
CONTROL MINOR PARCEL HYDRO
--------._-------
RIGHT OF WAY ORIGINAL PARCEL CITY BOUNDARY
PLAT EASEMENT Parcel Boundary
Platted Major Boundary
SE 17-21-04
N KC 1654
0 100 200
Scale 1:1200 (1" = 100')
FEET
September 21, 2005
61.49 /TR. Q 1 I n
a ✓` / / / / 1 L4�T 4 �; �' I 1 0
67.IJ 12635 SF 5" ins / /
0410,°y
42 ],l is // / / / 2 o NI _ I-
6534 SF /
FOR.237
r430SF 0420006 9103
o
- - - - P� ' 62 I o 0
M
- _ T _ -- 1318.34 _ 9014 ?' 1 81 IN F
- _ - - - - - 1318.34 - - - -- -- - - - - -- - - - - - - �d 89-37-29 Vd ?: a4a.a5' v+ 1507321 i j 50
® / sao• s? tip/ N 89-41 44 W ---- ----- ____-_---- 1318.,3 3.4sac 7(P) 1`
- - - 659.16 5 7 Q1 I o
659.16 - �•-�602.47 .5
N 30' or Rd Esml 0 20p
/ \ ctP lAJ �/ 1318 33 N 89-41-44 W 200 _ r- N 88.2
88 3-4I W 9W4 1
(S 3281 4ST) AF 4675062 ~" UND. INT. 14.23
- - - - - - =,TRACT. X 2ao soon sF 188 121
�� s s.n
80
/ SSG%0 ��t N. Pal B i -
/ 0 OP\\�
/ GOV\/God ho\ 000\oy �•/ - ' Y KC ; 780223993
27312
9069 o�LOT 3 ] LOT,.'' o I
s 3o I N LOT 1 0 ;' 1 o I 50
i7"
33840P - I i ou
�N 30000 SF o1 11 '
O 1 9078 =� 9� i 1
1':r� - 60 :...�-..,•_0 S 89-41-44 E 80 1 2800 i it 0
"s-------- N 89-4I-44 VY'
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1 9102 o
! j 114.45 N 89-41-44 w 9079 I (�
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' 31 2
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1 N 89-42-00 W 329.23 M 20030109002471-30' ---
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0150
I w o le i�
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a 89562 SF 135 / I N
20050613000236 3034 9074 °O o 9124 I ' t ho S
:# rl
S 88-55-29 E "' N
--- - - ° !
122.44
o � 2ca � N 89-42 4 132,30 �' °`i o ��ti° 23 ,1
o q
2005061300 12.7_ . 9057 SF
400.45 13500 SF >�� 60 "o
N 9028
o rN
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135 135
125 f z o1 roc
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Ij 63.56 AC 54786 SF ,�`�°
11 9014 1,26 AC o Ao� 0 46094 SF P
l S 12500 SF
14500 SF
v 251.sa 9051 9090 27900 F 1.06 ac
s i 4 00.4 5 9030 9019 9067 2
14 "1
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1 270 oc
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ail M
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a 172104 13500 SF o 22950 SF w°C I I •1 1
9031 9059 t o
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1 35 135 0 11
r-W I
1911731 `� .._ +/- 20 AC 216636 SF o 270DO SF o 3 1 ¢11 i
9138 4,91 AC 4.39 AC _ 0
m.. .....5...,88-44-21'E. ,_.__., -230 '
_ ..... _ _ 9049
0Y20 , o e 412.4 9 1
.::.. _ .-,...._..,...: 3 270 �� 102985� 11�,
_'.-
-, :.� _r;+ rcr.:.,+.._-.r:_-r:r.�:c..•,.:rt..�.:;r.;rrr;r�s. .,'_'.-657.13„ o •-'>
18000 Sr01 I s a8-44-21 c .•:..:.�:; :. max..... _.: ... ..M..•:...., �,:.;. • ,,.,.,, 9064
1085.41 (P.) 312.J6 611.92 �
o � 239.18 0 ] N 88-44-21 W 12J3 9
{{ .r-,,•-.
N. AGREEMENT_ FOR RIGHT-OF-WAY MA.F 5837598 I 9i00
I
----- _1�'
----------------------------- __ TRY 127374 /- .,,,.�.r.k. �
S LN. EXIST 30' SAN. SEWER ESNT. I i ;---454.91-- 1
-------------------------------.--`---- 1 ----- -
S gBti4 I [ I , 5RADIUS TEMP. TURN-AROUND2
i E tih 1 i - ---------------------------------------------------------
0' eo PJs e i 8.21
1r
---------------ril 1, ,-
1; / ESNT. - TO BE RELINQUISHED 617.87 �tii�„� 1 0qqq 1P
WHEN PUBLIC ROAD IS EXTENDED, KC SP 981016 R 8112170668ly
1 eI
] t DEDICATED &MAINTAINED BY A-
'r
PUBLIC AGENCY.
11 z j L01'`1 LOT°L I 21
el I
1 # S
KCSP 278131 1 7806080776 I �1 -
13 5
30 3 �� E-,I o gz LOT 2
I 1021I0 SF . r 1 h1 �0' h T] z.
0055 - 63310 S o, ti° ] • -- - - _-_ - w jI i q
0' N 1-11-55 E 0050
_ 30 RD. ESMT, 39883
_..,.::._.r'i...r.._crc.r>•,...r•r_ - N 88-44265
If
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S
W 11 479.9' 1 2192 i fjf 65.39
75 6r /` Iw --'� N 88 44'JO.W .:.._.... 173�9Z
o \ 0110 00 fN 1273.J5 N. iN. OF Sr 3/4 OF $E 4" �.� . _..<rLL: 62.54 N12.54
LOT 1 1 �-
A°o 137112 SF 1 1�
9.11-06E 1 } I rYI e-
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\ \ 15 p " J� ✓ 3.15 AC N t
t5 0130 / o` I sN.as� i Na i-
°��'� 12 WEST CAMPl1 �-FICE 4 _ o es°s18 E
LOT 2 IH _ (7 NI-12-OBE 1 t , 29.64
�, \\O4s •. A^s / , y^ 6.20 ACiLJJO - o.
. \ PARK DIV. W i1
tia oti I a o ae ♦ o 2.79 AC ,
y VOL. 703.74/15
_
740.11 9026
102531 SF �0 �/y \®� J✓ I N 288-44-30 W 200 65
35.67
32 .... .32, _- :..: .,.. r.-._- -_
I 3
1e6 N 88-44-30 W 223:96 , .1 N 88-4 a-14 W
�� pB 3.15 AC �� o [ J 300'
0920 ° ` 926470 3 \ I 1 j [N 88-44-30 W 309.38 P
Fri .. t¢ / { a t O1 do ]
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I ti ` EXIST. SAN. SEWER ESNT r• o I
i15340 SF 87136 SF
T cA n� P u s ti s�� �� S, \ ' ~ i' 1� W EST CA IVf' US
o�45 0040 °
�� o �Z� /23968 (,L 1 l'
j 1
FILE PARK M I� Ff�f N , �' 38 - - - ,:. N..90 E 239.22... - L. Ot�1U S i ^ -----------------
F V
I sJ, 6\ a� 1 V S I I �1 E S S Vl 211.22 N 88-44-55 W 728' N
®I ®/ �'� SAS ,,�- 70 - ,,,o \ o �• - h 6 ,_ n 5 200 •.',off` t:1 1= 1
V. 2 E J 0 o -i Y
> / s� w yry^ �'� ,i KCSP 386004 !. I
VOL. 103-14/75 iBZ,, S,W OFFICE PARK ]I{ 8810200498 :
FOR. 25 6 d F 56500 �f ^I - LQh2 el N S j LOT<I\�
11 0060 o R= o I VOL 95. 0/5 e `,i� ; . t o
a rb 5 aC ; o sI; 57675 SF o n s y a? oo I
ii 0060 2396 f !Z I _ ---------------
0050 r,
aL - - - _ {yi; e e 4 5 S _-536'43 SF-.s - - - [ a
j I LOTA / ! 0. � , >' b5o N _ _ INGRESS, EGRESS ESNs. 1, 0030 t .
v ` V�/ sm KC SP 8T7180 _ 1
-_,
_ -----
r'' y 85854 SF ! r h o, ego f) 240,43 235.13 R - - - - - 1 i. 1 2 '
105517 SF r'" °
I S s N s6-ac- s W T 200 7710260533 Y1
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o . ,.._,..;,
y 2.42 AC fi✓' 1 223.66 q i N
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/ # of I: i
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768190 S85 36 OSE _..:w N..88-44-55 W.,. 0 A6.55 R=50 J8¢� rl4 r z I zi I^ 11 543 N j--- .................
I 124.6r' _.,.,_. o :,r 1IJ F.W. BLA. 91-0010'9296119002 / o-250:51 ..... o T i �IN
2.40 AC97085} SEC AESS P�<RK -9047 1 0 +N 88-44-55W 410.02 !�N8(4)] 10Ia0030{ 7 in VOL. 113/37-40l 1 288
G
N � I �
M, ,1 I S 208.61 8 M r 300
✓' ' oo •d I LLJ L 926925 0���t�` R 69 ,' g 6g I I ¢ '- M 0i ., -1 = ¢ 1
N 88-44 55 W s
m o I p� ) 3 Q ,r 6 I 1 iz 2 [29019 (P.)) z \1 y, 75 1
- WEST HILL COURTICONDO ' ] : LLJ
�, r---
a ; j �� 69.50
a•�, �O� ° PHASE ONE VOL, 79/60-63 8 } i I E I 260 A C ,, o
II I } N 88-44-5 W 55498 SF ;'~ i o\ 32161�
:a" I LOTB p ] } (: . I LQ`fi°,`2
{. �O PHASE TWO VOL, 05/50-54
• I � 1 I 0070 47600 SF
I
J - ^.240 15_ 31
5 00 f
30 30 ; j __ _ 0 27' - u - 23i 79_.....�� -1... 983. (P) 200.... 0020 # _ 9112 Q
100:67 _ 1 278.47
1
2
$ ��_ 135"00. _ _....- 44=55''W' -]- _, 290 47. , ] 1�1 i
Nl i ti� o i 1 _ _ _ _ 189 08:_.. _.. 15' DR. ESNs.
' I 135151 SF 1 E - - - - 23 - - _,. _ :73 i I H 1
_ _ p� 7
1273,76 (P.) - -j - - - - - - - - - 187.73 " 11 3 ED �---
I �o - N I j I 3.to AC _ 1 E 926503 I L0 1� 246.09 (SP) 1
1 h 0010-090
55300 SF
0050 - 268 16 ., _ m _
---- --------------- _ I N.88 49 :55. W
Q,
�'------- _ N 88-44-55 W _.,,_T Tom'_-" •-,.-�� 2
RECEIVED
MAY 17 2006
CITY OF FEDERAL WAY
BUILDING DEPT.
A� P U OFF C E R K I -- --
266.,7._..... W E T C S I � D V 4 PI I R' ( 1
I
0 07 1329473E 1 i f i{ i HiM I �, _- r 19980 SF LOT 1
0053 0.84 AC I 27079� aii z
4 io 1 100.81
-1 �.00 0035 4
926500 o i - J a solo -----------------
7.5' �7.5' d � 1 .�o'' �ii
H 88-44-55 W 1 r1 d
] I 1 246.09 4 to N 88-44-55 W ]4
f ° i KCSP 879108 C 3 182.88 7i1167 z
! WEST�A_ -MP_ S�C�-FICE_PA�=K D V.-1 E
- I li. �{ 7807180878 �, ' o t9s.8s � c�
-� ._ K, _ - -
2 I o, 8 1 ( - 7912030873 _j E L ----- --- - --�1 - ,-r--y - - ---- - --- --- - -
VOL. 97.55/58 149454� 161294 SF a SP 378082 t ; ^I I; z i _ - - - ---- ----_ _- _ -
���1 1, ! 2 3.43
? i I '( [ 3,70 AC I z� o _ LOT % z� i �1•
S I s/ ✓ f 35g 52000 SF `? t 53500 SF 1 1 _C'T ' EM _ 5 �� _ I N
0010 4 .-I- 1 E �a ii 1" a o
Sys /6 h°° 0010 Q080 30 30 I 86459 SF 0.84 AC \>. co N I'i
t Sr R, I 1 Iz 1.98 AC I QP _ a iJ
R-204t.81,,..-... 233.16...... / Jg 15 R=ti5 N 88-44-55 W 145.2 (P.) 1 5' EXIST. ELECT. TRANS. ESNs, 11 �� i 1 ri f /
? T) 0055 F A.
308:14., .:. R - _::,.: �, . ,, . - - - - - - 35088 S I I 85824 SF r
1 _....- _ r ..m. _._,-,...._.: _d3.17-- - - t ... 9.21 183.42 I `s 0 N 88-44-55 W 211.09 SP �� z oli 67 I 1
- - -- - - 208.61 - - - :: N 88-44- 1
M _534:59` P
N"BB'=44-55 -W298a6" p)_....._. _.._.... �_ __:..__.. _. ....-..._,_._, .._,..__.,.._.,-1--:,----.-.. , - 55 lr 0050 Ss Js o� °j
( ) L91 AC 0020+r
__...., - - - 240 -
- 12)3.78 (P.) ' h�� 0030 s 1 �l';NaTocn lj 1
_... N 88-44-65 W 269.17 �.. --- - _200.67. 134. f 23 1 ��s r N
S. 336TH ST. SUR. 19-21-4-3 7306070524-42' N88-44-55 'd ^"^ 43a-0& - - 164.96 s ,
I, /);1 Fes\ fz
269.22 �- PT 15+13.67 7402-270419 "
- 263- N88-44_55W 175
_ N0903054 7-..:.._-
_ 596.33 1312.58-....v..: _.�.�._..::...�.�..:._ .. ,:,.:..:.
�142.90 (P.) � - 2381181
- 523.62 _. - - - -
ft=2004 (P) PT 15t13.67 N 88-44-55 W (P.) N 88_44-55 W P.)_ 447.03 N 89-42-45 W _ -
oo 5 - - 13131 8 S. 336TH sT. - - _ s
N 88-44-55 W _ 507.63 UR 112. 9 j
1312,59 ?;F, fW ORO sa31a,_ 9so4io
tss6.61 W. (P.) N 89-41-16 W - - - - S. 336TH ST ••---
S. 336TH ST. 313 8 $ - - -- - 804.95
-- 7.306070524-42' SUR..19-21-4-3 20020208002306-7' -
11
1� N.:-88 '44-55 P7 31117 (P:j ----------------------------- y--------------- 7410080037 -- - -
656.94 SUR. 19-21-4-3 END EST. STA 38t80.66 - - -
{/B g¢0 300 256.29 _
--------- ---------------^^ 7410080037
------------
�11
----- r SCC 02-2-19486-9KNT
30 30 = � - 9908190018 9-RW-----`- 1 � ,
1181.62
38.18
18.01 N 1
1 �V
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6
9
PLANTI N G ---- ��
REIC LI NG
G5 5.F
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LOPE
p II I —NC. CUP\E3
CMU WALL
EXOTR UDED CURB
TRA5 H
l
71
-77777
•, 2P0� o �2at,2.501v ____..o __ .po'
/ 250
25
RETAINING ACL TYP. '
'—WALL TRF_ATMENl —�---_ _- '
�' @RETAINING WALL;
zyt. 101'.PERIM ER LANDSCAPING
r ,
pf
,.
15 rr
3-CAR GARAGE
�'- 14o
p� o _ T
Q it �a.' I c.-
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P.G�'Ic� teb I ! ' l' ( CANTING � � ��I�� ,, ,, I � , _.. ;�. � r �) 1: Fir
I0 r
PROPERTY LINE FirO
: - -
PLAN 9 2 18 !)�0 (,•! I h '
ill 1O•
i'
WALL TREATMENT
@> RETAINING WAL
MTL CAP FLASH'G
GATES W/MTL
.5IDING
CM U TYP. 7
t: `� ' - �\
10 °
i
82' ' 2
1 SEE BUFFER / MITIGATION
GRADE - 111'I I i C�/ ( u PLAN - SH1 MI 1,0
r:
- I �- i u� . .,. � � � , S� � A ( � .yam -
m sl) I 211
SO EAST L V) tl ;
1 1 o'-o"
4V 8
22
'4y - N r ,' �' t•
" 26
NORTH &WEST ELEV SIM.
' 7 � , / GARAGE
IrPLASH�ECVCLINO f� ; / _. / \ 3>2805.F. OC L ;i
--- — Roc'fceT`y e Dining I 250 O
�\ f 3:. wall 2
was `'
I $ !,.
v V O'
MAN GAT n
� f
,
1 a ! L f
i r
� GATE
TRASH # RECYC
ENCL05UKE
•
r+tvC STORYOFF!(:,_ rr -
250
( \ i
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s k
—;�;'.,.DETECTABLE-
4
WAj?NING / 1
II i LANDSCAPING
:
3 5' : N.i 3�n 1�ANDSCAP'G
\ f)zr a /
1 2 >� . 150
LEGEND
25�°�Sv LIGHT POLE AND WATTAGE
2500 WALL MOUNTED LIGHT AND WATTAGE
mm — ;ED
RVICE
�G
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U
W
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C
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3 I ° _ Q
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i I PLAZA UIG VAULT -
fop,
��.V�A N1N-BCEVICINIIrV MAP
400 S.F. ± R G. y _
•. ', �I Ii i y5` ` ,' i _._
O-
-
zt` CURB MONUMENT SIGN CCNNECP6RAP#LND�INLANDING cabinet
SCALE NTS
DETECTN
_ _ ,. _ _ _- ----.. _ _ .__ • I LE ar h/C'14 IA
SWARNING UNTransformer Pad ,
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4--n--tl \��..�r ) _... _:::...:. _ ..._. .Y I— -ate' ..: '.'_ -, t. •• :'. .. ' .:.' \ IA/1-IFFI CTl1n ..<'w.
s-
1
EXISTING DRIVEWAY
NEW DRIVEWAY / EASEMENT 75-0
_ -
I
RdAU ( - -- ---
NEW 11;J[Ah1A.LK # MPROVENI�NT� ---__.__.__..-_..
- _..._ - - - - - ;
Ya
NUS SHOWN --- -T _
-
- (.R` ti_RIvi ,LL
-
^C
i I
..`
s
-
t
I
ZONING CRITERIA
ZONE:
BC / COMMUNITY BUSINESS
BUILDING HEIGHT:
35' (AVERAGE) ALLOWED
35'- PROPOSED
SETBACKS:
FRONT YARD: 20'-0"
REAR YARD: Q'
SIDE YARD: q'
PARKING DIMESIONS:
TWO-WAY AISLE = 25'
STANDARD STALL 9' X 18' (19)
COMPACT STALL = 8' X 15' (0)
HANDICAP VAN STALL = 18' X 18' (1)
PARKING:
1/300 GSF, 17 SPACES REQUIRED FOR OFFICE
3 SPACES PORVIDED FOR GARAGE
BUILDING NOTES
CODE
2003 IBC
CONSTRUCTION TYPE
VB W/AUTOMATIC FIRE SPRINKLER SYSTEM
OCCUANCY
B (OFFICE) & S-2 (GARAGE)
SITE AREA
53,661 S.F. +/-
etTlr►u�u� LEGAL DESCRIPTION
75�
Huff -ER 25 TUP
-�° Gf�.oW 41P cps! I-r •- 5�L 0 T,4,I L OF
REIrAININO WALL
1 " = 20D—O" 10 40
0 20
1) STORM SYSTEM NOT SHOWN ON T'-c = _
BANK LOT 3 OF SECOMA BUSINESS PARK AS RECORDED IN VOLUME 113 OF
PLATS, PAGES 37-40, RECORDS OF KING COUNTY, WASHINGTON
PARCEL NUMBER; 7681900030
ill,•
ALb A " 19 2007
CITY OF D- .
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Job No.
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Date 8-11-05
Sheet
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LEGEND
SYMBOL PLAINT TYPE QUANTITY
/ -_---------- _--- --- NEW DRIVEWAY / EA.5EMENT-� -0'------- ------
i
- o� OREGON ASH 25
a
DOUG FIR 45 -)VEMENTS
0
HEMLOCK 25
CEDAR 25
MITIGATION PL...
1 of = 20P-Olf 10 40 -
0�� N
so
• 20
STORM• ON
PROPOSED
FIFE SERVICE
& TOWING
SOUTH 336TH STREET
SCALE NTS
ZONING CRITERIA
ZONE:
BC / BUSINESS COMMERICAL
BUILDING HEIGHT:
35' (AVERAGE) ALLOWED
35'- PROPOSED
SETBACKS:
FRONT YARD: 20'-0"
REAR YARD: (/
SIDE YARD: V
PARKING DIMESIONS:
TWO-WAY AISLE = 25'
STANDARD STALL 9' X 18' (19)
COMPACT STALL = 8' X 15' (0)
HANDICAP VAN STALL = 18' X 18' (1)
PARKING:
1 /300 GSF, 17 SPACES REQUIRED FOR OFFICE
3 SPACES PORVIDED FOR GARAGE
BUILDING NOTES
CODE
2003 IBC
CONSTRUCTION TYPE
VB W/AUTOMATIC FIRE SPRINKLER SYSTEM
OCCUANCY
B (OFFICE) & S-2 (GARAGE)
SITE AREA
53,661 S.F. +/-
LEGAL DESCRIPTION
.OT 3 OF SECOMA BUSINESS PARK AS RECORDED IN VOLUME 113 C;
'LATS, PAGES 37-40, RECORDS OF KING COUNTY, WASHINGTON
'ARCEL NUMBER; 768190OD30
HESUFHENTTEM
APR ---A-'- 9 20n?
CITY OF FEDERAL WAY
BUILDING DEPT.
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SOUTH ELEVATION.
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RESUBMITTED
APR 1 9 2007
Uv- Y OF FEDERAL WAY
BUILDING DEPT.
360 6
S89"49'12?_E-
IUND REBAR WITH CAP --
•AMPED IS 10618" AT THE
IRTHWEST CORNER OF SITE.
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6. 7 III ; x
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SITE BENCHMARK .2
ELEVATION: 3 . 3 FEET
65
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16" Fir 4�1 12" Fir
5 14" Fir
'366 9
Fir 6
A 312" Fir
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16" Madrona12
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................................ .. 5�12" Madrona
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ENCHMARK N0.1 3A6 I
ELEVA 47.73 FEET I
A (
3A6 I
-S- - -S - -S- - -S- --5- - -S- - -S- - -S- - - - -S- - -S- -S- - -S- =-5-----�--5= - SANI R MANHOLE
RIM 344.69
OWNER
ARCHITECT
ENGINEER SURVEYOR
.366 PHILWALD, LLC
THE HOVLAND COMPANY, ARCHITECTS LTD
RUPERT ENGINEERING, INC. CENTRE POINTE SURVEYING, IN
PHILIP D. WALDNER
MICHAEL HOVLAND, NCARB
DAVE DORMER, PE 33701 9TH AVENUE SOUTH
1313 34TH AVE E
900 MERIDIAN E, SUITE 408
1519 WEST VALLEY HWY N, SUITE 101 FEDERAL WAY, WA. 98003
TACOMA, WA 98424
MILTON, WA 98354
AUBURN, WA 98001 (253) 661-1901
(253) 922-8784
(253) 344-7542
(253) 833-7776
SITE INFORMATION
VERTICAL DATUM
AREA: 1.25 ACRES
62
_NGVD®-1929
'Top
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
LEGAL DESCRIPTION
BENCHMARKS:
BASE:
DESCRIPTION: CITY OF FEDERAL WAY BENCHMARK #2168-5-1, RAMSET ON EAST
36�66 LOT 3 OF SECOMA BUSINESS
PARK AS RECORDED IN VOLUME 113 OF
EDGE OF TELEPHONE PEDESTAL PAD AT THE NORTHWEST CORNER OF
oP PLATS, PAGE(S) 37-40,
RECORDS OF KING COUNTY, WASHINGTON.
SOUTH 336TH STREET AND PACIFIC HIGHWAY SOUTH.
ELEVATION: 346.81 FEET
,_-
BASIS OF
BEARING
_
SITE N0. is
TRUE NORTH.
SET COTTON GIN SPIKE IN ASPHALT. f/-7.7' NORTHWEST OF
-
SOUTHEAST CORNER OF ASPHALT _L/-6 0' WEST OF EAST EDGE OF
--- ------ -- -- _ _--------------------- �.s€-�44-@-iE-- EXG 10.00' SEWER EASEMENT
2 G- " f�VC W 334.19 IE ( PER RECORDING #7507070500
\ \ 3 I ^I
Pv Asphalt•EXG 10.00' SEWER EASEMENAJ.(S-552)
♦3 A, PER RECORDING #7703680765 w
` • A \ W
34
0 SOUTHEAST \CORN R� Q' I ( Q,
g2
SECTION 17, TOWN I� 21
NORTH, RANG 4 E OF
THE WIU AME ME I ;
FOUND PLUG IN CONE
INCASED, AT1Ii� \
INTERSECTION SOUTH\ I
336TH STREET ANDS \ I
PACIFIC HIGHWAY SOJ1TH. \ I
VISITED JUNE 6, 200b\ \ \ 17 16
3p2 2 I
20 21
N89"51'12"W 805.43' \ \\
'40hrt,
PASS PLAN NORTHSCALE: 1 "=20'
BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
ASPHALT. '
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES.
ELEVATION: 347.73 FEET
MAP NORTHA
CONVERGENCE ANGLE OF 1'06'07.15" COUNTERCLOCKWISE WAS
-VICINITY
APPLIED AT A PUNCH MARK IN COPPER PLUG IN CONCRETE POST
SITE NO, 2:
IN MONUMENT CASE IN THE EAST SOUTH BOUND LANE OF PACIFIC
SET REBAR WITH ORANGE CAP, IN NORTHWEST CORNER OF SITE,
LEGEND
HIGHWAY SOUTH AT SOUTH 336TH STREET MARKING THE SOUTHEAST
+/-13.1' NORTHEAST OF 12" MADRONA TREE, +/-15.4' EAST OF
CORNER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST OF
12" FIR TREE.
THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF
ELEVATION: 36493 FEET
DESCRIPTION
NEW
EXISTING
1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE
.
EX. 12" STORM
113211.764 / 1273168.353 AT THAT POINT. THE INVERSE OF
STORM SEWER
D
EX. 8" SEWER
BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999986885 AND
SHEET
INDEX
SANITARY SEWER
s
THE GRID SCALE FACTOR OF 1.000043137 WAS APPLIED TO THE
WATER
W
EX. 2" WATER
GRID COORDINATES FOR SHOWN GROUND DISTANCES.
C1 - BASE MAP
C2
- TESC PLAN
C3
- SITE PLAN
C4 - GRADING & DRAINAGE PLAN
C5
- DETAILS & SECTIONS
,LC6
- DETAILS & SECTIONS
CUT: 19,450CY
FILL: 20 CY
THESE QUANTITIES ARE ESTIMATES ONLY AND SHOULD NOT BE USED FOR BIDDING
PURPOSES, IMPORTED FILL MATERIAL MUST ORIGINATE FROM A SOURCE APPROVED
BY THE CITY OF FEDERAL WAY BUILDING OFFICIAL
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE
(FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE
DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE
KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF
THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION
FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO
ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR
MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS
NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE,
GAS, ELECTRICITY, ETC.)
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING
MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S
CONSTRUCTION REPRESENTATIVE,
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS,
6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY
THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH SATURDAY.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY.
8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL
CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF
FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION.
9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29.
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR
APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER
SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK
12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY.
13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN
ACCORDANCE WITH WSDOT 2-06.3.
14, OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED
BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE,
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF
WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE
OF TRAFFIC AFFECTED. ALL SEC11ONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC
CONTROL, SHALL APPLY.
16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST
ED111ON OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE.
18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT
EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS
DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
AC PAVING
CONCRETE PAVING
GRAVEL
LANDSCAPING
SPOT ELEVATIONS
x�x
xx.xx
CONTOURS
50
50
STORM MANHOLE
0
STORM CATCHBASIN
®
❑
SANITARY SEWER MANHOLE
U
WATER VALVE
,.
FIRE HYDRANT
1or
TELEPHONE MANHOLE
Q
POWER VAULT
0
STREET LIGHT
-
UTILITY POLE
-0
FOUND CASE MON
GAS METER
GUY WIRE ANCHOR
TELEPHONE JUNCTION BOX
ROOF DRAIN
p
POWER POLE W/TRANSFORMER
UNDERGROUND POWER
SIGNAL POLE
CATCHBASIN WITH TESC INSERT
PERMIT NO. XX-XXXXXX-XX
Approved By.
Date
,
13
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CATCH BASIN OH - OVERHEAD
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CLASS PL - PROPERTY LINE
CO -
CLEAN OUT R - RADIUS
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STORM DRAIN RW - RIGHT-OF-WAY
DDCV -
DOUBLE DETECTOR CHECK VALVE SS - SANITARY SEWER
DI -
DUCTILE IRON SQ FT - SQUARE FEET
DS -
DOWNSPOUT W EL
D/W -
_
DRIVEWAY TCTOP OFCURB
EL -
ELEVATION TC - TEST PIT
ESMT -
EASEMENT UNO - UNLESS NOTED
OTHERWISE
EXG -
EXISTING
E 00R�
FD - FOUNDATION DRAIN
FDC - FIRE DEPT. CONNEC1ON W SOUTHS
FF -
FINISH FLOOR
E - EAST
yj
FH -
FIRE HYDRANT
FL -
HC -
FLANGE JOINT - NORTH
HANDICAP RESUBMITTE N - NORTHWEST
IE -
LF -
INVERT ELEVATION _ SOUTHWEST
LINEAR FEET 2007 NE NORTHEAST
FO
APR 19 SE - SOUTHEAST
TE��O
LS -
LANDSCAPING
AL E'
CITY OF FEDERAL WAY
BUILDING DEPT.
EXPIRES 12/13/2007
UTILITY CONFLICT NOTE:
DATE
5/5/06
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
DRAWN
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
MC
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
CHECKED
DED
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
JOB NO.
05061
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. 1F CONFLICTS SHOULD OCCUR,
SHEET NO.
THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
C 1
CONSTRUCTION.
S:\05\05061\Civil\C1-061.dwg I Drafter Name: A. PAUL I Plot Date: NOV 14 2006 16:01:15 1 Last Modified Date: NOV 14 2006 15:30:22 1 Submittal: REVISION 1
�Q(�
36a 0
- - S89°49'12"E_
FOUND REBAR WITH CAP --
�TAMPED IS 10618" AT THE
RTHWEST CORNER OF SITE.
EXG BUILDING
0
3a� o
CATCH BASIN
RIM 347.20
,SS T�L �;p� 3" DONE 44.9 tEIE
�_s---s---
,3g'I 02 ,3 0
BASE:
CITY OF FEDERAL WAY BENCHMARK #2168-5-1, RAMSET ON
EAST EDGE OF TELEPHONE PEDESTAL PAD AT THE NORTHWEST
CORNER OF SOUTH 336TH STREET AND PACIFIC HIGHWAY SOUTH.
ELEVATION: 346.81 FEET
SITE NO.1:
SET COTTON GIN SPIKE IN ASPHALT. +/-7.7' NORTHWEST OF
SOUTHEAST CORNER OF ASPHALT, +/-6.0' WEST OF EAST EDGE
OF ASPHALT.
ELEVATION: 347.73 FEET
SITE N0.2:
SET REBAR NTH ORANGE CAP, IN NORTHWEST CORNER OF SITE.
+/-13.1' NORTHEAST OF 12" MADRONA TREE, +/-15.4' EAST OF
12" FIR TREE.
S:\05\O5O61\CiviI\C2-061.dwg
TESC PLAN NORTH",T�
-\ I/,- - - -- -- ---
N89'51'12'W 805.43' 2:1 SLOPES
SECTION 17, TOW
NORTH, RAN %1N
THE WILLAME
FOUND PLUGINCASED, A
INTERSECTION SO'
336TH STREET Ai
PACIFIC HIGHWAY
VISITED JUNE 6,
ROCK MUST COMPLETELY COVER THE
BOTTOM AND SIDES OF THE DITCH
RECOMMENDED CONSTRUCTION SEQUENCE SIGNIFICANT TREES
EXISTING SIGNIFICANT TREES: 79
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTTON MEETING MUST BE HELD EXISTING SIGNIFICANT TREES REMOVED: 77
BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE.
SIGNIFICANT TREES REMAINING: 2
2. FLAG CLEARING LIMITS,
REQUIRED SIGNIFICANT TREE REPLACEMENTS: 18
3. INSTALL STABILIZED CONSTRUCTION ENTRANCE.
NOTES:
4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN.
1. NO CLEARING SHALL BE ALLOWED ON A PROPOSED DEVELOPMENT SITE UNTIL THE TREE
5. INSTALL OFFSITE CATCH BASIN PROTECTION.
RETENTION AND LANDSCAPE PLANS HAVE BEEN APPROVED BY THE CITY OF FEDERAL WAY
6. CONSTRUCT SEDIMENT TRAP/POND.
2, A NO DISTURBANCE AREA, WHICH SHALL BE DEFINED TO BE TO THE DRIP LINE OF THE
SIGNIFICANT TREE, SHALL BE ID ENTIFIED DURING THE CONSTRUCTION STAGE WITH EITHER A
7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED.
TEMPORARY FIVE -FOOT CHAIN LINK FENCE OR A LINE OF FIVE - FOOT HIGH, ORANGE COLORED
TWO-BY-FOUR INCH STAKES PLACED NO MORE THAN TEN FEET APART AND CONNECTED BY
8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS.
HIGHLY -VISIBLE SURVEYORS RIBBON.
9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. 3. NO IMPERVIOUS SURFACES, FILL, EXCAVATION, OR STORAGE OF CONSTRUCTION MATERIALS SHALL
PROVIDE INLET PROTECTION WHERE INDICATED.
BE PERMITTED WITHIN THE NO DISTURBANCE AREA UNLESS THE DIRECTOR DETERMINES THAT
10. INSTALL REMAINING UTILITIES AND BUILDING.
ENCROACHMENT WOULD NOT BE DETRIMENTAL TO THE HEALTH OF THE TREE.
11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 4. A ROCK WELL SHALL BE CONSTRUCTED IF TH E GRADE LEVEL AROUND THE TREE IS TO BE RAISED
BY MORE THAN ONE FOOT. THE INSIDE DIAMETER OF THE ROCK WELL SHALL BE EQUAL TO THE
12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS.
DIAMETER OF THE TREE TRUNK PLUS 10 FEET. PROPER DRAINAGE, AND IRRIGATION IF
13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS.
NECESSARY, SHALL BE PROVIDED IN ALL ROCK WELLS.
14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED.
5. THE GRADE LEVEL SHALL NOT BE LOWERED WITHIN THE LARGER OF THE TWO AREAS DEFINED AS
EITHER THE DRIP LINE OF THE TREE(S) OR AN AREA AROUND THE TREE EQUAL TO ONE FOOT IN
STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE STANDARDS
DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER MEASURED FOUR FEET ABOVE THE
1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN
GROUND.
ACCORDANCE WITH THE SPECIFICATIONS,
6. ALTERNATIVE PROTECTION METHODS MAY BE USED IF ACCEPTED BY THE DIRECTOR OF
2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT,
COMMUNITY DEVELOPMENT DEPARTMENT TO PROVIDE EQUAL OR GREATER TREE PROTECTION.
THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED.
THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE,
OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN
AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR
CATCH BASIN INSERT MAINTENANCE STANDARDS
POND.
1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY.
3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY
SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR
SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON
HAULED OFF SITE.
SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN
2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF
SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS
THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST
NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE
MONTHLY.
CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP.
3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF
4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY
PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTON WILL FAIL SUDDENLY AND COMPLETELY IF NOT
SHALL BE REMOVED IMMEDIATELY.
MAINTAINED PROPERLY. CATCH BASIN GRATE
5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE
CONTROLTRAFFIC.ENTRANCE(S), FENCING (SEE SECTION D.4.1) SHALL BE INSTALLED TO
�11'
(� SCO E: THIS
ANY INSERT DETAIL
NIS
E�\��\NG ROPo
R = 25' MIN.
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT, AS
PER KING COUNTY ROAD STANDARDS
4"-8" QUARRY SPALLS
p p4 �y
GEOTEXTTLE -
o�, Q\y'
G 12" MIN THICK
AS PER KING COUNTY ROAD STANDARDS,
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-O-W PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
�o.
--PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
1 CONSTRUCTION ENTRANCE
C2 NTS
EROSION AND SEDIMENT CONTROL NOTES
SOLID
WALLS
FILTER MEDIA -_
FOR DEWATERING
OVERFLOW
I POROUS BOTTOM --'
(a:)CATCH BASIN INSERT
C2 NTS
ALLOWED THAT HAS A MIN.
TO DEWATER THE STORED
(� SEDIMENT, AN OVERFLOW, AND
CAN BE EASILY MAINTAINED.
SILT FENCE MAINTENANCE STANDARDS
1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY
2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP
OR POND.
3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW
AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE, IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE
4
SEDIMENT1 1 WHEN THE SEDIMENT. INCHES HIGH.
5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
..........................
■rrrrrrrrrrrrrrrrrr..rrrr
■rrrrrrrrrrrrrrrrrrrrrrrr .
■rrrrrrrrrrrrrrrrrr�iiiu BY 14 �■ A■rrrrrrrrrrrrrrrr---JOINTS IN FILTER
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■■ _ riiiiriiiiiiiiiii2�iiiSTRENGTH FABRIC► 1
1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN
APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES,
RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC,),
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL
ALL CONSTRUCTION IS APPROVED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE
FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE
APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING
AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES
NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
EXG 10.00' SEWER CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E.
PER RECORDING #7 ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED
STORM EVENTS,
6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS
NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS
ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC
METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.)
8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED
WITHIN 15 DAYS.
9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT.
10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH
BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF
17 16 CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE
REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION of the project.
20 21 12.DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER
THAN 5,000 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED
BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING.
13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE
MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE
>� CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR
DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO
UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN.
24r N. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL
BE APPLIED AT AN APPROPRIATE RATE (LE., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY
80 POUNDS PER ACRE).
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A
MINIMUM THICKNESS OF TWO INCHES.
16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION
22-1568 (C) (6) (A-G) OF FWCC.
FILTER FABRIC
4"x4" TRENCH /
ACKFILL TRENCH WITH
ATIVE SOIL OR 3/4"-1.5"
(ASHED GRAVEL
4. T „JOD POSTS, STEEL FENCE
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE POSTS, REBAR, OR EQUIVALENT
3 FILTER FABRIC FENCE
C2 NTS
GEOTEXTILE STANDARDS
AOS (ASTM D4751)
30-100 SIEVE SIZE (0.60-0.15
50-100 SIEVE SIZE (0.30-0.15
MM) FOR SLIT FILM
MM) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D4491)
0.02 SEC-1 MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
180 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LBS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX.
ULTRAVIOLET RESISTANCE (ASTM D4355)
PERMIT NO. XX-XXXXXX-XX
Approved By.
Date
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1741
SOFA L E
APR 1 9 2007
CITY OF FEDERAL WA-BU
EXPIRES 12 �-- /13/200-
iLDING DEPT.
UTILITY CONFLICT NOTE:
DATE 5/5/06
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
DRAWN
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
MC
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555
CHECKED DED
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
JOB NO. Q5Q61
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
SHEET NO.
THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
C 2
CONSTRUCTION.
Drafter Name: A. PAUL I Plot Date: APR 17 2007 12-04:56 1 Last Modified Date: APR 17 2007 12:01:36 1 Submittal: REVISION 2
I
ry E 5' CYCLON FENCE HOG RE FENCE
9
— — — — S89 49'1
200.00'
lwxj
FOUND "X" ON 2" BRASS DISC,
INCASED, AT THE INTERSECTION OF
13TH PLACE SOUTH AND SOUTH 336TH
STREET. VISITED FEBRUARY 16, 2005.
EXG 40' INGRESS, EGRESS & UTILITIES
EXG BUILDING
INSTALL 6" THK CONC SLAB AT GRADE W/#6'S
18" OC EA WAY. PROVIDE A MIN OF 1 1/2"
COVER OVER REINFORCEMENT. (MAY SUBSTITUTE
6"x6"—W4.244.2 WIRE MESH REINFORCEMENT
W/ 1-1/2" COVER MIN)
PROPOSED ACCESS EASEMENT
PROPOSED 10.0'
SEWER EASEMENT
EXG 5' BARBED WIRE FENCE
x -- x x - x
EXG 5' BARBED WIRE FENCE
— x x x'
PROPOSED 15' WATER EASEMENT
Top
V— — — — —---- EXG 10.00' SEWER EASEMENT
\ ( PER RECORDING #7507070500
EXG 10.00' SEWER EASEMENT (S-552)
PER RECORDING #7703080765 I
SOUTHEAST CORNER a:. I
SECTION 17, TOWNSHII� 21 ,
NORTH, RANG 4 EAST OF ; I
THE WILLAME MERIDI
FOUND PLUG IN CONCR
INCASED, AT THl
INTERSECTION SOUTH \ I
336TH STREET ANDS
PACIFIC HIGHWAY SOUTH. I
VISITED JUNE 6, 2000. \
--—��------ --- -- -- -- --- -- 50-- A' 17 16
N89'51'12"W 805.43' \ 20 21
SITE PLAN ....... I
SCALE: 1 "=20' NORTH
S:\05\05061\Civil\C3-061.dwg I Drafter Name: A. PAUL I Plot Date: MAR 26 2007 12:45:50 1 Last Modified Date: MAR 26 2007 12:36:19 1 Submittal: REVISION 2
PARKING PROVIDED:
STANDARD: 22 STALLS
ACCESSIBLE: 1 STALL
PARKING STALLS PROVIDED: 23 STALLS
LANDSCAPING-- REQUIREMENTS
(20 SF) x (23 PARKING STALLS) = 460 SF REQUIRED
1,410 SF PROVIDED (OK)
IMPERVIOUS SURFACE CALCULATIONS
EXISTING+ 0 SF
NEW: 38,380 SF
GENERAL INFORMATION
SITE AREA = 1.23 ACRES
BUILDING GROSS FLOOR AREA
B = 5,000 SF
S-2 = 2,800 SF
CONSTRUCTION TYPE = V—B
OCCUPANCY TYPE = B, S-2
NOTES
SEE ARCHITECTURAL PLAN FOR EXTERIOR
LIGHTING LOCATIONS
PERMIT NO. XX—XXXXXX—XX—XX
Approved By.
Date
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APR 1 9 2007
-`1
741
31`t0 �
CITY UE FEDERAL WAY
BUILDING DEPT.
STE��'
SS'O�NAL E'
EXPIRES 12/13/2007
UTILITY CONFLICT NOTE:
DATE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
5/5/06
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
DRAWN
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
MC
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555
CHECKED DED
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
JOB NO.
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
05061
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR,
SHEET NO.
THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
C3
CONSTRUCTION.
• � ITOP-370.5 /
10' I �6a / TOE-358. TOP-369.5
TOP-361.5 0.^ BOTTOM OF FOOTING-354.0 /
/ T P-365.8 TOE-358.0
SANITARY SEWER MANHOLE �6 6"0 PERFORATED \ CO#8 BOT(�OM OF FOOTING- 352.5 TOP-363"00
RIM 342.45 TOE-357.0 ° �BOTTOM70F FOOTING-354.0 �/C ,S R-35 CO#15 I TOE1354.65
2i PVC S 328.64 IE BOTTOM OF (FOOTING-354.06 E 5' CYCLON FENCE HOG RE FENCE �6a �XG 5 �ARBED WIRE FENCE z ' _
.3 EXG 5' BARBED WIRE FENCE ` BOTTOM E FOOTING 352.5
S 88°44'30 E 200.00 455 °, CO#7 x x x, x 3,0 (--�69
10 ACCUMMUDA I L NIft.
W/NON-SHRINK GROUT.
IJLLL-LNU Lit 10 P rlrt
15"0 BELL -END
CONCRETE PIPE
2 YARD_ DRAIN
C4 NTS
S:\05\05061\Civil\C4-061.dwg I Drafter Name: A. PAUL I Plot Date: MAR 26 2007 12:35:11 1 Last Modified Date: MAR 26 2007 10:22:13 1 Submittal: REVISION 2
• DRAINAGE - ir- ..;
CLEANOUT SCHEDULE
RIM ELEV IE
NGVD- 1929
BASE:
CITY OF FEDERAL WAY BENCHMARK #2168-5-1,
RAMSET ON EAST EDGE OF TELEPHONE
PEDESTAL PAD AT THE NORTHWEST CORNER
OF SOUTH 336TH STREET AND PACIFIC
HIGHWAY SOUTH.
ELEVATION: 346.81
SI TE:
CENTRE POINTE SURVEYING POINT #125,
FOUND 1-1/2" DOMED BRASS DISK WITH
"X" AND PUNCH, INCASED, AT THE INTER-
SECTION OF SOUTH 336TH STREET AND 6TH
AVENUE SOUTH.
ELEVATION: 314.84
CENTRE POINTE SURVEYING POINT �#133,
FOUND 1-1/2" BRASS DISK WITH 'X" AND
PUNCH, INCASED, AT THE INTERSECTION
OF 9TH AVENUE SOUTH AND 336TH STREET
SOUTH.
ELEVATION: 323.20
NOTES:
1. CONTRACTOR MAY SUBSTITUTE 12"0 WATER SUPPLY PRESSURE
CLASS 350 DUCTILE IRON PIPE FOR THE 12" 0 ADS N-12 STORM
DRAINAGE CONVEYANCE PIPE SHOWN ON THESE PLANS.
2. PRECAST CATCH BASINS ARE TO BE FITTED WITH PVC ADAPTERS
1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION
MEETING,
2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH
BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO
THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE.
3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND
OUTSIDE.
4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A
TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES
ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4 OR 5.
6, ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO
PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH,
CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES.
7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE
OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING
SPECIFICATIONS:
4"-8" ROCK/40-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20%
PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS
AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE
USED.
8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS).
STUB -OUTS SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO
SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND
ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE
FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO
AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED
"STORM", THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED
TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04
AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION.
D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS
THROUGH INDIVIDUAL LOTS,
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL
STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (LE. POWER, GAS, TELEPHONE,
TELEVISION).
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT
HOMEOWNER.
8"0 ID CAST IRON
RING & COVER
3000 PSI CONCRETE
COLLAR
THREADED PLUG -�
FIBER JOINT PACKING
2'-0" SQUARE
�Igom
�1.1, 1
3000 PSI ENCASEMENT
. SEWER PIPE
MIN 4" THICKNESS
SEWER PIPE
'y
PLUGGED END
(IF END OF LINE)
SEWER PIPE WYE
SEWER PIPE CLEANOUT
2!,,) N TS
PERMIT NO. XX-XXXXXX-XX-XX
Approved By:
Date
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EXPIRES 12/13/200'
U I ILI I T UVIyr LIU 1 INU I L: DATE
RESUBMITTED
APR 19 2007
CITY OF FEDERAL WAY
BUILDING DEPT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
5/5/06
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
DRAWN
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
MC
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555
CHECKED DED
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
JOB NO.
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
Q5O6
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
SHEET NO.
THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
4
CONSTRUCTION.
COUPLII
(BY CONTR
(
(SEE
4'-G" MIN
(SEE NOTE 7)
8' x 16' STORMFILTER - PLAN VIEW 1
SCALE: N.r.S. 1
30" 0 FRAME AND
COVER (T),P)
GRADE RING (SEE NOTE 4)
ETORMfIVATER
(MANAGEMENT INC.
(800) 648-46,67
�. • •0,
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■'
I� PERMANENT
POOL
U N DERDRAIN 5TORM FILTER ENERGY
MANIFOLD CARTRIDGE (TYP) 131551PATOR
(SEE NOTE 2)
7
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STOROATER MANAGEMENT
StormFilter QR
U.S. PATENT No. 5,322,629,
No. 5,707,527, No. 6,027,639,
No. 5,624,576, AND OTHER U.S.
AND FORE[GN PA S P (
8' x 16' PRECAST STORMFILTER SHM
PLAN AND SECTION VIEWS 112
STANDARD DETAIL
DRAWL BY: I DRAWING FILE NAME:
A♦ICl/ l+t�4 H/.
GENERAL NOTES
1) 5TORMFILTER BY 5TORMWATER MANAGEMENT INC. (5MI), PORTLAND, OREGON (600) 548-4GG7.
2) FILTER CARTRIDGE(5) TO BE SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL DRAWING 5HOW5 MAXIMUM NUMBEROF
CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW.
3) PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY.
ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING.
4) STRUCTURE AND ACCE55 COVERS TO MEET AASHTO H-20 LOAD RATING.
5) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP IS AVAILABLE, CONTACT 5MI,
G) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST 5TORMFILTER VAULT EQUIPPED
WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS.
7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT 5MI FOR OTHER OPTIONS.
8) ANTI -FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET ALONG
ENTIRE LENGTH OF BOTH SIDES OF THE STRUCTURE.
9) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION.
BAFFLE
WALL
UNDERDRAIN
MANIFOLD
30" 0 FRAME AND
�--- COVER (TYP)
(SEE NOTE 4)
FLOW
SPREADER
BALLAST
(SEE NOTE 8)
HEIGHT
4
WIDTH -I I--
CK'PT1nn1 1/1r'1A1 / K \
8' x I G' PRECAST
STORMFILTER DATA
STRUCTURE ID
-
WATER QUALITY FLOW RATE (Cfs)
0.13
PEAK FLOW RATE (Cf5)
0.39
RETURN PERIOD OF PEAK FLOW (r5)
100
OF CARTRIDGES REQUIRED
8
CARTRIDGE FLOW RATE (15 OR 7.5 m)
7.5
MEDIA TYPE (CSF, PERLITE, ZPG)
CSF
PIPE DATA:
ELEV
MATERIAL
DIAM
INLET PIPE # 1
347.25
ADS N-12
1 2'0
INLET PIPE n2
N/A
N/A
WA
OUTLET PIPE
344.95
ADS N-12
1 2'0
RIM
350.25 FLOW 350.25
LADDER 0
ANTI -FLOTATION BALLAST
I WIDTH I
_ HT
N/A I
WA
NOTES/SPECIAL REQUIREMENTS:
.. °°• <
d .. ' , ° a. ' : '.. .. _ °!
°
THE
STORMWATER MANAGEMENT
a.
'°
--�-�°
StormFilter
�
° a
U.S.
PATENT No. 5,322 629
16
No.
5,707,527, No. 6,027,639,
8' x 16'
STORMFILTER - TOP VIEW 1
No.
5,624,576, AND OTHER U.S.
SCALE: N.T.S. 2
AND
FOREIGN PATENTS PENDING
8' x 16' PRECAST STORMFILTER
SNW
212
MIN
TOP VIEW, SECTION VIEW AND
NOTES
STORMWATER ` ` STANDARD DETAIL
MANAGE !M E N T INC. DATE: DRAWN BY: DRAWING FILE NAME: 2
(800)548.4667 05/25/OS AIJW SF81 B-PC-DTLDWG
1. EXCAVATE TO THE ELEVATION OF THE BOTTOM OF THE BASE COURSE ROCK.
2. COMPACT UPPER 12" OF EXISTING SUBGRADE SOIL TO 95% MAXIMUM DRY
DENSITY PER ASTM D1557
3. PROOF -ROLL THE EXISTING SOIL TO VERIFY A MINIMUM CBR OF 10.
4. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12
INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5%
FINES). COMPACT THE FILL TO 95% MINIMUM.
5. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10,
GRADE 1" DOWN
EXTRUDED CONC. CURB FROM TOP OF
5 1/2" 1/2" CURB.
2" CLASS "B"
A.C. PAVING
I�� I I I��r 1-14 I 11=1 I I:
SLOPE
�NCID
PROVIDE 1'-0" LEVEL
-76"'�BASE
- AREA WHERE GRADE SLOPES DOWNWARD OUTSIDE COURSE OF PAVING
lI
SUBGRADE SOIL.
SEE NOTES. COMPACTED TO
95% PROCTOR (ASTM 1557)
11 CUR® & 2" PAVING SECTION
C5 / NTS
JPg�
fi J�
RIGHT-OF-WAY LINE
SIDEWALK
-PLANTING STRIP, IF ANY.
SEE CURB DETAIL DRAWING 3-4
EXPANSION JOINT
I/- RIGHT-OF-WAY LINE
NOTES:
1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY
h
?;:',+ "•^ BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC
SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL
COMMERCIAL INDUSTRIAL DRIVEWAYS SHALL HAVE AN
MATCH EXISTING EXPANSION J01NT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04.
DRIVEWAY GRADE
2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4.
4' CRUSHED (CSTC) SURFACING 3. CONCRETE SHALL BE CEMENT CONIC. CLASS 3000 WITH 4% TO 6%
TOP COURSE (CSTC) CEMENT CONCRETE DRIVEWAY 6' - 8' THICK- AIR ENTRAINMENT.
4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER.
SECTION A -A • BASED ON TYPE OF EXPECTED VEHICLE USE
REV. 02/12/05
@� PUBLIC WORKS COMMERCIAL CURB & GUTTER SECTION DRIVEWAY FG 3-6A
` DEPARTMENT .
Cement Conc.
Barrier Curb
See Detail A, below (Typ.) (Typ.)
(TYP.)
6' 6' Ramp110-
4„
3" Shiner (Dist. = Curb Hei t)
(TYPO "Western Groove(TYP•)
croao
.Iv"/..v�/ l v��v�G\1 ".�vv�
�U/VU
•.
Saw I cut Match Line'
oo (Typ')
�J
Sidewalk vvvvvvvv vvvvv�v.i
vvvvvvvvv vvvvvvvv Sidewalk
Curb/Gutter Curb/Gutter
Dummy Joint Dummy Joint
It
Center of --''istance will vary
Wheel Chair Ramp (Typ')
as Marked in Field.
19' Min.
I
Cement
Conc.
Barrier
Cur
25' Max.
0,35' t
Top of Curb Flush
with Outside Edge
---s-
\o>� R = 1/2"
R = 1'
NTS
Detail A - Concrete Barrier Curb
�aPDEP CARTWMENTS DDRSRAMP WITH 5' SIDEWALK DYV3_e O.
5 CURB RAMP WITH 5' SIDEWAL
C5 NTS
VARIES
SIDEWALK
3/8'T EXPANSION -
FOR CURB & GUTTER
2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4
VARIES I PLANTER STRIP
SIDEWALK AS REQUIRED
#4 @ 16" OC
HORIZONTAL
FTG KEY REBAR "K"
W/STANDARD HOOK
FOR CURB tc GUTTER
2" CRUSHED SURFACING TOP COURSE USE DETAI'_ 3-4
NOTES:
1 , FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS,
AND SCORE MARKS.
2. CONCRETE DRIVEWAYS REQUIRE A MINIMUM DEPTH OF 6".
3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH
AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH.
I .,. PUBLIC WORKS I SIDEWALK I DWG. NO,
DEPARTMENT
3-12
F'c= 4,000 PSI
Fy= 60,000 PSI
SBP= 3,000 PSF
FTG KEY
J
4" CONIC WALKWAY <
EXPANSION JOINT (20'
DUMMY JOINT (10' o.c.) U
Y4" CHAMFER
W : 12 SLOPE
A.C. PAVING -� SLOPE VARIES V)
WHERE OCCURS ° I- o=
d
F-m
Z
Q
�\
;• •4 (2) #4 CONT.
VERIFY
Q
J
00
6" I 12" MIN. CLASS "A" FILL
„
MIN. 1 -0
STAINLESS STEEL
FASTENERS.
_?
U
_
-----{-- COMPACT TO 95%
p®
CID
v
- CONCRETE SHALL HAVE 28-DAY
W
-
WHITE LETTERS &SYMBOL
ON BLUE BACKGROUND
W
U, N
COMPRESSIVE STRENGTH OF 3000 PSI
w
>
jj (�j
ZW
Q
AND 5% AIR ENTRAINMENT
w
PARKING ONLY
METAL SIGN BOLT TO STL. PIPE
gg
- REINFORCING SHALL BE PER
POST.
ASTM A-615, GRADE 60
W
IZ
VAN ACCESSIBLE
ADDITIONAL SIGN AT VAN
(�
3 SIDEWALK
o
-'
ACCESSABLE PARKING SPACES ONLY
n�
`J
z
o
°j
C5 NITS
1 1/4" GALV. SCHD. 40 STL. PIPE W/CAP.
.~.J
M
> a'
Q
CL00
-
MIN.
MAX.
A
1 5/8"
2 3/8"
B
5/8"
1 1/2"
C
7/16"
3/4"
D
7/8" 11
7/16"
35 PSF EQUIVALENT FLUID PRESSURE RETAINING WALL DESIGN
T
H
A
C
B
D
BAR 'M'
BAR 'N
BAR 'O'
FTG KEY
BAR 'K'
H1
Tl
8"
8'-0"
V-6"
3'-4'
5-6-
V-3"
#5 @ 10" OC
#5 @ 10" OC
#5 @ 10" OC
-
10'
12'-0"
3'-6"
5'-0"
9'-4"
V-6"
#8 @ 8" OC
#6 @ 8" OC
#5 @ 8" OC
15'
1T-0"
6'-3"
5'-0"
12'-6"
2'-0"
#9 @ 7" OC
#7 @ 7" OC
#6 @ 7" OC
1'-6"
1'-0"
#5 @ 24" OC
THE OWNER/BUILDER MUST CONFIRM THAT THE SITE SPECIFIC CONDITIONS AND
REQ'MTS MEET THE DESIGN PARAMETERS OF THIS RETAINING WALL. PLEASE DIRECT
ALL INQUIRES TO THE CONTACT INFORMATION PROVIDED ON THE ATTACHED RETAINING
WALL DESIGN CALCULATIONS.
ALLOWABLE 6 RETAINING WALL
(SBP= SOIL BEARING PRESSURE) C5 SCALE: 1 /2"= 1'-0"
DETECTABLE WARNING PARERN
AREA SHALL BE YELLOW, IN COM-
PLIANCE WITH WSDOT STD. SPEC. 8-14.3(3)
A
A � r: x Y '
A A � ; I<
NMI"�S�
DETECTABLE WARNING
WASHONC.
CJ
(n
Ln
GRADE
O
J
s 1 • '� .10
�I.a'•
' sp
-
LsJ
P.•.I
I.
NOTES:
o
=
;
��j,
^-
1. SIGN TO BE PER LOCAL
JURISDICTION REQUIREMENTS.
_
mj
I VERIFY SIZE, SHAPE & VERBAGE
-
�14
2. PROVIDE SIGN AT EACH
Q
M
-
PARKING
I
STALL.HANDICAPPED
_J
4
ACCESSIBLE PARKING SIGNLi
C5
NTS
f-
v B
O
y
° y 6" CURB, BEYOND
° yLjj
d
L L-1..�
d d J. � 11
y
d, w
a _
\NAA/AIA AAA
12:1;
d° J .43
60
d SECTION A
a'
d •y
d ° .4
y O � J
1Q051 OQOO, O'OOO.00 y y
Qc�pe��OC' Qo 0: 00�lioo P 12'
C.
DETECTABLE WARNING
(SEE DETAIL) A
0.50'
7 CURB RAMP
C5 NITS
400
MIN, TYP
--�- MATCH FTG REINF
2 "S", TYP
/- 1 - #5 TYP
77.
PERMIT NO. XX-XXXXXX-XX-XX
Approved By:
Date
S:\05\05O61\Civil\C5-061,dwg Drafter Name: A. PAUL j Plot Date: MAR 26 2007 15:42:45 Last Modified Dote: MAR 26 2007 15:19:20 Submittal: REVISION 2
E
y
N
J�°
�ESU�IUIITTE�
g0
��. <0'�
APR 19 2007
31741 -1-
CITY OF FEDERAL WAY
ANAL E'
BUILDING DEPT.
D(PIRES 12/13/200;
UTILITY CONFLICT NOTE:
DATE 5/5/06
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
DRAWN
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
MC
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555
CHECKED DED
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
JOB NO,
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
05061
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
SHEET NO.
THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
C5
CONSTRUCTION.
2'-3l 1
1-CARTRIDGE CATCHBASIN - PLAN VIEW 1
1
1-CARTRIDGE CATCHBASIN - SECTION VIEW /"A�
T WITH PLUG
.E
'4°
'VC WEIR
'VC BAFFLE
:LEAN OUT
PLUG
THE STORMWATER MANAGEMENT
StormFilter
U.S. PATENT No. 5,322,629,
No. 5,707,527, No; 6,027,639,
No. 5,624,576, AND OTHER U.S.
02006 CONTECH Stormwater Solutions AND FQEEIGNG
T CONCRETE CATCHBASIN STORMFILTER DRAWING
®i eAIFFRI M &I"14LOWIFIN
PLAN AND SECTION VIEWS
STORMWATER �
SOLUTIONS. 1 CARTRIDGE UNIT - STANDARD DETAIL
„37
contechstormwater.com I DATE:10126105 1 SCALE: NONE I FILE NAME: CBSF1-C-DTL DRAWN: MJW CHECKED: ARG
1-CARTRIDGE CATCHBASIN - SECTION VIEW
35"
)2.91)
1-CARTRIDGE CATCHBASIN - SECTION VIEW
THE STORKWATER MANAGEMENT
StormFilter
U.S. PATENT No. 5,322,629,
No. 5,707,527, No. 6,027,639,
No. 5,624,576, AND OTHER U.S.
02006 CONTECH Stormwater Solutions AND FOREIGN PATENTS PENDING
:4I O CONCRETE CATCHBASIN STORMFILTER DRAWING
919V ® � � STORMWATER SECTION VIEWS 2
1 CARTRIDGE UNIT - STANDARD DETAIL
OL SUTIONS° 213
contechstormwater.com DATE:10126105 1 SCALE: NONE FILE NAME: CBSFI-C-DTL DRAVIN: MJW ICHECKED: ARG
18.40
14,00'
5.00'
Q Z
)
0-
i¢
W
c
W
L
LdL,.J w
NEW ASPHALT
LL
ow
w
w ¢
PER PLANS
LU a NEW S/W
PER PLANS
SLOPE PER PLANS
SL Oa pER PLANS
III
ri
V� _I i
N TS
S:\05\05061\CiviI\C6-061.dwg I Drafter Name: A. PAUL I Plot Date: NOV 14 2006 15:33:59
Last Modified Date: NOV 14 2006 15:31:56 1 Submittal: REVISION 1
GENERAL NOTES
I) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4667; SCARBOROUGH, ME (877) 907-8676;
ELKRIDGE, MD (866) 740-3318.
2) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGE5. EXACT
NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS.
3) INLET AND OUTLET PIPES TO BE GROUTED INTO HOLES PROVIDED. JOINTS TO BE WATER -TIGHT.
4) STORMFILTER REQUIRES 2.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY
ENGINEER AND PROVIDED BY CONTRACTOR. PIPES TO BE GROUTED INTO PROVIDED CORING5 BY CONTRACTOR.
5) CATCH BA51N 5TORMFILTER EQUIPPED WITH 4" (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING,
STANDARD OUTLET STUB 1561 IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE U51NG FLEXIBLE COUPLING BY
CONTRACTOR,
6) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE
PROVIDED BY CONTRACTOR.
7) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE
INFORMATION.
I CARTRIDGE CONCRETE
CATCH BASIN STORMFILTER DATA
STRUCTURE ID
C13116
WATER QUALITY FLOW RATE (cfs)
0.007
PEAK FLOW RATE (< I cfs)
0.053
RETURN PERIOD OF PEAK FLOW (rs)
100-YEAR
CARTRIDGE FLOW RATE (15 OR 7.5 m)
7.5 GPM
MEDIA TYPE (C5F PERLITE ZPG)
C5F
RIM ELEVATION
347.95'
PIPE DATA:
I.E.
I MATERIAL
DIAMETER
INLET STUB
N/A
I N/A
NIA
OUTLET STUB
1342.451
ADS N-12
12`
CONFIGURATION
OUTLET
ICJ
OPTIONS (AVAILABLE AT EXTRA COST):
HOLE FOP. OUTLET STUB OTHER THAN 12"
U CLEAN -OUT IN WEIR OTHER THAN 4"
❑ CORED HOLE FOR INLET PIPE
❑ DEEP OUTLET CORING
❑ OTHER:
6'
- I
3'
1 as
THE STORMWATER MANAGEMENT
. a StormFilter
U.S, PATENT No. 5,322,629,
1-CARTRIDGE CATCHBASIN -TOP VIEW 1 No. 5,707,527, No. 6,027,639,
No. 5,624,576, AND OTHER U.S.
(D2006 CONTECH Stormwater Solutions 3 AND FOREIGN PATENTS PENDING
CONCRETE CATCHBASIN STORMFILTER DRAWING
STORMWATER TOP VIEW, DATA AND NOTES 3
SOLUTtONS� 1 CARTRIDGE UNIT - STANDARD DETAIL
3!3
contechstormwater.com D.ATE:10126/05 1 SCALE: NONE I FILE NAME: CBSFI-C-DTL DRAWN: MJW I CHECKED: ARG
+r
EXTRUDED ASPHALT OR CEMENT
CONCRETE CUR
FOR USE IN PRIVATE PARKING AREAS ONLY
12" MIN.
H-�
CURB AND GUTTER
LEMENI-CONCREIE CURB & GUTTER REejAQE AFNT 5
NOTES:
1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS.
2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION.
3. SEE SECTION 3.3.3 FOR EXTRUDED CURB ANCHORAGE.
4. TO BE USED ONLY AS APPROVED BY PUBLIC WORKS DEP'T.
5. EXISITING CURB REPLACEMENT WILL REQUIRE REMOVAL
OF ASPHALT A MINIMUM 12" FROM FACE OF GUTTER
• TO CONFORM TO CROn
SLOPE OR 0.02 FT/FT.
MOUNTABLE CEMENT CONCRETE CURB4
EXPANSION JOINT
c , �~.•'1`5 "+'' Q CEMENT CONCRETE
•'g' ,a: ••� ; SIDEWALK
* NOTE: TOP OF LIP AT DRIVEWAYS.
NEW CEMENT CONCRETE CURB & GUTTER
5 1 /2" R 1 /2"
' '• t.
PAVEMENT '•Y' ' '
TOP OF CURB 't
AT APPROACH •�4:i+
� s/�•
CEMENT CONCRETE BARRIER CURB
�.. � PDEPAR MENTULIC S I CURB DETAILS
PERMIT NO. XX—XXXXXX—XX—XX
Approved By.
Date
E S U B M IT, T
APR 19 2007
CITY OF FEDERAL WAY
BUILDING DEPT.
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U I IL.I I T UUIVr LlU I NU I L:
DATE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
5/5/06
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
MC
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555
CHECKED DIED
AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER
JOB NO.
OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
0506
SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
SHEET NO.
THE CONTRACTOR SHALL CONSULT RUPERT ENGINEERING, INC.
TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
c 0
CONSTRUCTION.