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PROPERTY LINE SECTION
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:ji MAX. SLOPE
CDRAINAGE ITCH SECTION
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C^MPAC-tEC. SE-E tit} , E
CURB SECTION
1
4 A_1 r ten. ion/detent°c,n fa-:llitie5 Smt`�.st be, installed and in
- PU M PS ( 2. EA) a -
/ opra.t ocn prior to or in COn,junc+top. With all
=tlon activity un.,e-as otherwise app,roved by the
u te p artment.
I?cR KING CO. DWG. NO. 39
i di urO d area "all be u e--ed and ,Lllchetd or ot"herWlse'
e + t t .0 s. 7 l o a .. _ , r. ' .
;� b ie .C� � �ca StaCtion� of t.l"e Department for the
j� �� f ;K,^ F li-190. its r e�entl �_ t.e _ �- on al tee. the c
r
-
r of �� crnp_et_on of
construc+-Ion
a�(w i ass S 011 �e es aL,, ,� by hydrosee 'ng r as otherwise
'J / : �• AXX I�J�LAA .�'I/f°rl%IQ�� r- approved b the ep=rtrr,ent,. i c ¢,eri f_r..ianCeCb nd W' 1 } r
f 9• �'`
. (.F 1 1 n
�'� ♦ -� y �� ?�� I ' 6$LI 4'.�"•,0 be released 'un+ l t13.e Qracc i''as been eCta bl ished, unless
n ,
uN I o N Otherwise approved by he eprari.fient
' �' DJT
A! p;pe and appurtenances shall be laid on a properly
,-,-r nd t .r ' e }..,Section7-02, 3 { I? of
r ed u �a I
hJ Specifications f I -. f S
-� cur State �_Gsh�r on an and pe_ifiCa�ions for
�VEt2t=-0 v/ -- - �;e
t � _
:� i iicad and : df e CDnstructi on. 11 s_`:•ai l include necessary
«.<
NEAK,fk.TE-.._____�_r_ ___. �\ ]� j leveling cf t�iG trench bctto�r+ or the top of the fcunaat.ion
3 _
matrial as riel I as 1 acFTrent and compaction of required
-
• ?`t z0.i P.g F:,ai.er_ai tO an ic:r,, raC, «, sC: 4iiat t.:.2 er,tl re icngti:
t tr.e dire WiLI ge s_: por't.e6 on a uniformly dense unyielding
F
T l '
r
' '••,, � � `•a5�`, if �,'�e native sTtatE. Ial In L-„e bottom Ct she trench
WT ^,ee' s the -reau l r event s o' "caravel Eackf i l l for Z'i pe
BeClo<`ing' the first lift pipe becsding may be omit.t-ed
x: r prLvidedthe material in the bottom of the trench is
/ c-=ened; regraded and co pact.e`; to form a dense unyielding
3" Ci \i✓,t VALV =
41 ADj UST VALV-E r�
1 ' Con-struction of ' -w'ate _ng (grouniwG:-e ) cyst-em shall be in
accordance wi th the APWA Staridar d Spec- if Kati on, Section 61- 3.02.
FLOW RESTRICTOR(r lan View) 14. Ga vani_ed ,:feel pipe utilised as detention facilities shall
-- have asphalt. '�"=atmYt6nt or better _P.s de and outside.
Struct-ures .shall not be permitted within 10 feet of the
spring line of any storm drainage pipe, or 15 feet from the
top of any ci,ar,ne bank.
16. Catch basin grates installed on Ce:unty right-of-wa.y sha!!
01 _ conform to s+andard drawing 41 or 47 Which includes the
\ XC00415 SWO fiVER 36 cp st ampi rig "Ou t1 ai l too Stream, �"11MID No Pollutants" and
c? rr SET. F P-4h4E ls.ltkED " r?2At N"
J, C ER ELE"r1s + ..►�+� _.. i+tt % 4_€,uc4c,4Ezl* T5- "Property of Ki-.g. County". CATO-H 5A51,N � �NAL_L_ i3F T\(PE 1 LiNLl5S
tArE !`:, NA A9&5011i. L-CHEPWISE NOTED. -�
1_�c showing aS �un dEgr_' nd r _ l �_t1E5 mustbe providedto1? " f1 ELEv`.TC;Z + df the e p a x tm[+er ✓ev'e' c, p m e n t n s p e Y iun Unit.Flans for
�'r: L Wnt ;r aril �aI:_ aY I sewer must be prL.4.lued prior t0 I pre-
��4OE 7E?=s'� •. arm �: � �' . � `rF-�� `� �/�y ` 'r - -
��(ri`1G Y/N�YI/ conit u.0 t.30I: mreetl ng, Pi aria for al.l of `er call! tle� ifGSt be
C 15 O/v1'IJE�T UIVIO��. pr•_iv_ded pr' or to .he s.`! .allation of road base Course
. � r h; -+ f
k h i � m
tit y .• �I�� t��/-1,% mIl�"�c'ra1S arid- �+t;.52, ShCW the _n_a:tiOn O- whe ...edSu_"es w..�Ch
MAX. Ws wi i t hettC pr event soil erC-ton. and Sed ment.at i n.
S1 EL t. DOEE 'En• i8. Jpen, cuts 1`r u x _sting pubi c right-of-way will not be
33.1 r ""► r,, lee - L
F �?�CCRS. a--C,wCi iZ _ c 5 coif Cl} ap;�;r ^ved by %Zinx�T County Public Works
s i r
•
-...•..'� „ ..�-. I ` .� 2.= ' G 5 1 v - its within County
tE burr-� RTv . sy J ~ l�, a must
_ (�- ! I � , A• i + to drive -way ewa� cube w whin C u t.y
O I:ave �.c.ncret c"- or masonry headwalls H-e- gned to be accepted by
2 ` tli,� VIAL + ! ! �i the Department. .
.�
� �" ,� �� � � LJ Rock fOr erosion pro..ectiCn Cf roadway ditches, where
' ' _ _d, ,_ so m d quarry rock, placed to a depth of! require rust He of
v°'t' >. - ,.,.. •• I tI i�.�.' . i must meet' a lowing c .,eci.. 1c n. 4" 8"/ .-
F 1 0 a--:o ..he following =.-olio - i
0% 0 f d �
? passi..g; - . roc_., .- . pG.._�,.. g, and rock 10,.-20%
Q roc � fi �`�• -.�c.Z f.
passing
0V LFT tRe ; c :i .�, 21. All I •cal l ding do .,jr,E, outs and food ng drains shall be
Cenre cwed to t o storm drainage system unless approved by
T r
i---
epartment.
-�5z
! � �,; , �•, 22. T.Suance of this R:ai1ding Permit by King County does riot
t e c o f' t,, i legal 1 t
�^'Et �`..�,t-t�::-� ':.� ` - __ C � '`: , rv�e�•e vh W, er s cant.zn`.�ir:g ga obligation ands"cr
y�I �` }--�1� llao?lit.y C'onnc:�Led w th _=t° r*r, ani surface water dlSpoSit,cn
i - 8
aPu ''urti?crKing County dOE'S not accept any obligation fC>r
S�Li 4 E5�Rda uT k't_ 3E __ i c t
�u/%[�tiIZ//�l.(�• the pr^per furct enoing and maintenance o� the sy-_em
(�t 0 / y''r+'.�;�,� provi led,
I N,91D.LI. ONLY A5
1 '
1
ril�(�✓i-��� 2= . Compaction of Su grades for all comrmerclaI devel operrent.
(1�� HAV5 parking lots^ and r->adways shall Comply with compaction
i r re urements for King Count maintained roadways.
The
t�i`t� �AGr7 y Y
2A. SU13MERSI&ErW& 5gra.d s under all areas L paved shall be firm and
,.•� p �% ,� = e a t c • e
:> _ q - _ r Q „I_` V" �` eLi� D• *i a i C - - ca t e ' t o 9 5 % f o t-1 density t
P .'-`Ab(.. D �t5A.�`�.NIES st r t I ry o! {_ gi d �t C ,e Ta7umum v n51 y tper
LL p: r
Jl�i� V✓% 8� iMI�F- !�\ • "i -�- a,il.l,` `+.dndarG Pro -tor Test i Proof rolling prior to paving is
. -
_ e - _ u ` i r-ec _ o insure stability. At
°�At�►`= �a APF"4fAF. � L;. '7
. PR.OVIDF_ ,ALARM
"C4 ACTIVA-C = IF i'UMI� FAIL-S Tfl c7PERAr E. 24. The Contractor shall be responsible for providing adequate
_ % safeguards, safety devices, protective equipment, flaggers,
CATCH BASI N TYPE_ 11 / 2„ and any other needed actions to protect the life, hearth,
and safety of the public, and to protect property in
NTS rLOW RESTRICz._.- T_ It _0nnec"aon w_th the performance o-- work cc,verd by the
contract. Any work Within the t-ra`,elled right-of-way that may
interrupt r,._rmaI t.raffi_ flow shall require at least one
flagger for each lane of traffic affect.ec.. All sections of
re W. S. D.O.T. r+...ndard Specifications 1-07. 23 - lrai f is
CC) MMER(I_•AL _)Rn1r:A1ER D R AINA,.zEZ PLAN NOTE: C ntrctl, sr,all apply.
t r r .;� T ^,p ' T `T l 'h- �; cotherwise+ -+ 1 S P i 1 1
1 L't.+''J} ANY ,..C� ...,1 1,C 1.JINi.1FVEl,L NEN Al_, i�liT`]� OC�•IRS, A i; L.. �n1 s n��.ev all storm .4EWEr pipe ha ,..se concrete
( p_ ,_'.:. T :^� .� •.r T _ hF i 3; _}- HT T _. -. T _._ f, r - r-.. t r� 1 ` - C ?' l..r - T r 1 I.J k
L'.vJi i'JN_ MEN ! v ,,v\T BEHELD ll ivlil TNi L%L. ti?1 ' NT J (ter. nonre n*F eG, , �i, C-t4, Cl III, i�r Co_r' �taetu iCiet.al
LE ELOF.MEINT iNSPF. TION UNIT - - tCMPi. CMP to be 16 gage oaluanisec steel with tre:a4-ment. 1
a :halt e-oal-ing or better, or corrugated aluminum pipe, or
2. All con St,ruction shall be in accordance with King County AASHT13 M274- i% a..umr.i_Zedsteel. All pines shall have rubber
specifications (including King County Road ctancards 1987). gaskets._ Storm se-yer pipe is lateled as 'SD" on this plan.
PIPt i�iAY ALSO PEE SMOOTH WALL Cam^ ?I? !! A -TIED HLAS►l% FE R AA5K TO M Z3+
3, the Si r'mP, drainage system shall Re constructed according" to 'TYPE S OR. SP-(-AB"r_LED"CP ). CPP MA""f 6E ��Jb'6-T(TJiED FOP,CONCR-ETE.-
ti C)
r_ \'N O T l-I C.'R, c6 s T t -T J T 10 N S S NAB.. L. L t5 E 4k +� 0 tt
'he approved p! anE WhiCh are on IIle In the partfiient S ENGINEER:
m. th Central Records. Any deviat.iIIV
on fro,e approved plans will IV IV
require written approval from the L-p.artment.• Dili✓ DEVELOPMENT SERVICES
310 208TH ST. S.E.
4. A copy of these approvedPlans must be on the ,yob site BOTHELL, WA. 98012
w"_ ever construction is in progress. 481-9687
5. Datum must be K. C. A. S. unless o herwise approved by the
Department,
A rekui. e tent, w:: _ must be met before beginning Construction
is to provide prof of the Liability policy required by King
Cour_ty Code 9,04.100(D) to the Departr+ent's Development -
Inspection :snit.
King County Code 12.88 requ_2 res t -,at construct., on noise only
occur between_ 7 am and 10 pr, on weekdays and 1 am and 10 pm
on weekends.
8. A11 sedl e, n " a ii o n / e -I o pion facili _es rr,ust be in operation
'or .or to clEearing and bu4 1 ding cons truct ion and they must be
at-.,.sfa?t?ri y main"It cine6 un4-il con;strucCn Is Completed
a_.d the pC,t-ential for on-slte erosuon has Passed.
'AS -BUILT" REQUIRES NO CHANGES ON THIS SHEE
'AS BUILTS"ARE BASED ON AN ACTUAL SURI F,`
PERFORMED BY ME OR UNDER MY DIRECTION.
'AS-BUILTS"REPRESENT ACTUAL LOCATIONS
OF A80WE GROUND AAPPURTENANCES 11/LY,
R. "� CURT EATON /6 Cj Z,
WASH�Nc?'O P.E. # 26486NAM
9 !
pcP4aEs ' S -
!IV14 L L. 0�=
f F"4 :
AS CONISTRUCT�fD AT/4
S4OWN. G�`tt/`il CCf
1 1L
A,^J,NED m4 R 2 8 L6W
SHILRGARE)"
SELF STORAGE
EXIT 7
EN1TN, WA
THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE
PROPERTY OF RUHL-PARR & ASSOCIATES, INC. rC
A
1-t0-91
CHANC-.=J_�_ PUMPS
t
7-27-9®
its'. PL-r< C-G. CCr\"i,v1E-_i JTSV'V`
' o 5=30
R-Ev. PER COJNTY COMM-INTS DZIK.
REV
DATE
DESCRIPTION
PROJECT
MANAGER
ARCHITECTI
ENGINEER
DRAWN BY
D;A-P
CHECKED BY
15,
ATE
DRAINAGE PLAN
NOTES & DETAILS
All
q� ll
` _ .yam
Ruhl-Parr & Associates
Architects Planners A Professional service corporation
3625 132nd Ave. S.E. Suite 100
Bellevue, WA 98006-1399 644-4000
DRAM 1�4G T'.TLE
DRAWING NO
�( _7
Ag"':T4106 _
JOB NUMBER.
PRINT DATE
88-730