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lfGEND
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TAX PARCEL NO;
TA X PARCEL NO .:
3 3 4 3 30-1 14 1-02
DAilJM
H OR IZONTAL DATUM: BASED ON CITY OF
RE N TON (N A VO BB) DATUM . RE FER TO CITY OF
RENTON SHOR T PL A T NO . 0 11-87, RECOR D NO.
8 802 169005.
VERTICAL DA TU M: BASE D ON CI TY OF RENTON
(NAVO BB) DATUM . CITY BENCHMARK NO.
1 834: FOU ND 3 /8 " BRONZ E P LUG WITH A
PUNC H MAR K ON A CONC. P OST MON UMENT
DOWN 0 .5 ' IN A MON UMEN T CASE AT TH E
INTERSE C TION OF N.E. 4 3RD STR EET & J ONE S
AVENU E N.E. ELEVATION = 37.44
LEGAL DESCRIPTION
DESCR IPTION :
LO T 3, CITY OF RE NTON SHORT P LA T N O.
0 11 -87, RECORDED UNDER
RECORD ING NO . 880 2169005, IN KING COUNT Y,
WA SHIN GTON .
TOTAL SOU ARE FOOTAGE OF SITE:·
ARE A: SITE AS SHOWN
CONT AI NS 68 ,610 SQU ARE FEET
OR 1.58 ACR ES, MOR E OR LE SS.
..
so, FOOTAGE OF PROPOSED BUii PING;
TOTA L : . 9,221 SQ. F T.
(BUI LDI NG H AS ONL Y ONE FLOOR) 13.4% OF TOTAL SITE
IMPERVJOUSIPERVJOUS CALCULATIONS
EXISL SITE PROPOSED SITE
PER VIOU S AREA
IMPERVIO US AREA
45,373 SQ. F T.
2 3 ,237 SQ. FT.
2 2 ,287 SQ. FT.
%,32 3 SQ. FT.
LANDSCAPING:
TOTAL = 4 ,46 4 SQ. FT.
(K INDER CARE L EASE PAR CEL)
BUILDING SETBACKS;
RE QUI RED SETBA CKS: 10 ' LANDSC A PE
BUFFE R (E. & S. P ROP ERTY LINES)
BUii DING HEIGHT: PROP OSED SEmACKS:
ALL OWA BLE HEIGHT: 5 0 .0'
P ROP OSE D HEIG HT: 21 .0'
10' LAN DSCAP E BUFF ER (E. PROP. LINE)
14' LAN DSCAPE BU FFER (S . PROP. LINE)
PARKING SPACES:
NO. OF STA LL S REQU IRE D BY CODE :
ADA A CCESSIBLE S TALLS
CO MPAC T STA LLS (1 8'x 9 ')
STANDARD STALL S (20 'x9 ')
KINDE RCAR E VAN SPACES (20 'x12")
TOTA L NO. STA LLS PR OPOSED:
EXIS TING P ARK IN G SP ACES IN
ADJACEN T LOT (WITHI N 100')
SHEET INDEX:
SI TE P L AN
ERO SI ON CONTROL PL A N
ERO SI ON CON TROL NOTES & DE TAILS
GRADING PL A N
SEWER PLAN & PROFI LE (110TH AVIE.)
SEWER PLA N & P RO FI LE
STORM DRA INA GE PLAN
WATER PL AN
12.8 STALLS FO R 160 CLIENTS
15 S TA LLS FOR EMPLOYE ES
27.8 S TA L LS TOTA L (WI TH IN 100')
2
4
9
2 --17 STA L LS
14 --
31 ST A LLS TOT AL PRO POS ED
J
DETAILS & SE CTIONS
NOTES
1 OF 10
2 OF 10
3 OF 10
4 OF 10
5 OF 10
6 OF 10
7 OF 10
8 OF 10
9 OF 10
10 OF 10 l!llnol npMENT PLANtQG . """'t'cify OF RENTON
JAi'/ 3 l 2000
RECEIVED .
ii
CHECKED FOR COMP UANC .E
TO CIT Y STANDARDS
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1-STORY WOOD-FRAME BUILDING
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~ o 10 m
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( IN FEET )
inch = 20 ft.
Ti[: -,
2" CLASS 'B' ASPHAL T PAVING OVER
3" COMPACTED A SPHALT TREATED BASE,
OR 4" COMPACTED CRUSHED ROCK BASE
l'lQIE: FOR COMPLETE PAVING ANO COMPACTION
SPECIFICATIONS, SEE SOILS REPORT PREPARED BY
GILES.
PAVEMENT SECTION
NO l 10 SCAL:c_
HORIZONTAL DATUM
BASED ON CITY OF RENTON (NAVO BB) DATUM.
REFER TO CITY OF RENTON SHORT PLAT NO.
011-87, RECORD NO. 8802169005.
VERTILAL PA iUM
BASED ON CIT Y OF REN TON (NAVD BB) DATUM.
CITY BENCHMARK NO. 1834; FOUND 3/B" BRONZE PLUG
'MTH A F'UNCH MARK ON A CONC. POST MONUMENT
DOWN 0 .5' IN A MONUMENT CASE AT THE INTERSECTION
OF NE 43RD STREET & JONES AVENUE NE
ELEVATION = 37.44
CUT/f'ILL QUANTITIES
4, 125cy GUT
Dey FILL
I fGENll
PROPOSED ASPHALT
PAVING SECTION ABOVE
PAINT STRIPING
CONCRETE
EXISTING CONT OUR
PROPOSED CONTOUR
EXISTING SPOT GRADE
PROPOSED SPOT GRADE
RIDGE LlflE
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CHECKED FOR COMPLIANCE
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CAI/TIQH ·WJ_V[ eo:ic Sli outD NOT REST 04 PIPC.
LATER CCMPA C'T1 0H IN AREA Of \IAl'w'E 9 0'iC COULD
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11. ,,.a." _. ..... t,o,, -:J/rf' ._ .....-pl•la ..,_. oqi,d ta '"' rt. -r-C&.Mo&."tT. ____ M __ in._.:i.
FLUSl-t WI TH flNISH GRADE
(m'IC AL)
UNI ON (TYP ICAL)
-TO CITY METER
,. %'~--
2. •• M'4 X r tor-nWot ~ ~ ...... (IIPT).
.J. 'e~k \!01"o-(fl.ol~lw~ .......................
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~ :::i ~1?..:c-~~~ ~ ~ ........
&. ,~1~ ~),ht 1/11' ... fOI' f'Pf'd t.,U-77 "' ~
CAST IRON M
oucru.r IRON
W'-TERMAIN ,
r BRASS HIPPL(
(WPT • WtPT)
FOR SERVICE FROM EXIS11NG
WATtRMl>JNS l"I STAU. 2" FORD
F202 STllE SAOOtl. (1Pn
N.IfHNAIE QQttifCTICJf PfIAJ.
HE EXIS TI NG MAINS
I. 1-1/1" ~_.~tor ,,_ f ~ WM (a•tl!llt • 1.l-3/I B0
• ...... .,,, ...... r,,J,. ,,..,. ""<II ,..._ .,.... ., w.t. mf ..._. .,... ....,. Olllln. -.,. .. (I\ ,._<o"11 ,.,..,.. ....... ~tr ..... -~~-.-l -1/2" " 2" WATER SERVICE Dl:'TAIL
LOCATED IN Pl.ANTIIIO STRIP IQ. lflllcl ~ ........... tr, bot ...,.__ ~..i In ...... .IW b:, ---..
11. \llliot. ..-. lll'dl IMo OUllP'lad inl Nl.Glhd '°"J' Cl:\y •I 11:ontun -IM~ 'WI .it
..,.. -.. mat. ,_ --1ar:r ......... -i-rrt, -
12. tr,ae" -.,.,,t• -· -""tll J,,...-,.... -,-,ta -..-m r "II 111a \ht«'~,C..!+A.lf. ---M--
\:1, 1-1 /r ~ {~ • FW"n """ 1-1/2'" ...,. (lll'l). r n e--14--s•
or "'1Jd. ,;..., -~, _,.. )o ,__....,.. .,_, ~ "-""*' "' ~ °' IIOt# ....ic..
.... ----
REVI S N
BETirEEN CURB & S!Dl':lfALK e ADOPTED
""'°'"""""'
DWG. NAME: BR42 SP PAGE : 8107 . 1
FOR J /4" TO 2" DCVA. US E FOGTITE CONCR ETE METER
BO X NO . 2T (17",28") 'M TH 3 /8' STEEL C0v£R PLATE
METER BO X SHAU BE DO UBLE STACKED.
FOR 2-1/2" TO 3" DCVA, USE UllLITY V.A.ULT CO. UOOEL
25TA OR EQUAL.
AFTER TESTING & .A.PPROV.AL, PWG AU.
TE ST COCKS 'NITH BRASS PLU GS .
TO PRIVATE SYSTE M
7/8'" MINUS GR A VEL 12'" MlN IMUlr,,I
AF TE R FI ELD INSTAL LA TION, OCVA MU ST BE
TESTED SATI SF ACTORIL Y BY A DEPAR TM EN T
OF HEAL ni CERTI FIED BAGKFLD W ASS EM BLY
TESTER.
TEST REP ORT MU ST BE SU0 MIT11'0 TO CI TY
OF RENTON WA TtR UTILI TY ENGINE£R ING
PRIOR TO ACT!V A.TION OF NEW UNE.
mow GROUND JNSTA U.ADON fQ B 3/4" TO ;r DO UB\£
CHECK VAL\lE ASS EMBLIES
DC OT
T R g N BY PR
-
DOUBLE e C!fECK VALVE ASSEIIBLY
ADOPTED
Cl'TT DP atmJM
DWG. NAME : BRM SP PAGE: B101
CAP
22-1 /2°
'
D. CtiQlt:0 fflftll'.M
k •
-..L=...m.. -,.u ll. •
"5:' •0.-•~~ILM11£ -•lm•D"ll•O.-
-LO • l.11 • 1.13) • Q.ll,J706 •o.• ... ,._ ,..,,
45°8EN D
TEE
11 -f/.t
90~ BEN D
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• ·¥
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t. -.......~ .. c.._..ie..v•J • ~I • ~ '< Ull,flll ) > 0.0J1')ol
• fflm I Im ~ 0,,) X O,_CL1/'1)4 ·-··-~.,,.,.~.,-....-,,.-a,r-1,.,~
FI GURE 1 ..... ... , ........ a. ==-=-': C' ..:...."., --=---~ _.,_ ----a. o,-a.n
u-~ .,. __ _....,._.. "',....., .. .,. • ..,_.,. ... CONCRETE BLOCIONG Sl'ZING PROCEDURE _ ..... ____ ,,__ ·----.-c-1-1)-~~ •0.11 1'.
-0,-. ---., ~ ~ 1.0!! .. -a.:c ·:. -~tat1oe~:".~3'o3:......w-e ~~-~--~---_.....,.i.,, .... ~!!!I-.......... "'~"' .... ~~ _ ....... ,,, ...... I
PLAN
----------FlNISH GRADE
.w
0~
o"-+----h"'-""'"<-----r-<"~
"'"' d12 . ,;'. ... .. . ,'.,' .
"": ,"
MINI MUM TRENCH
l\1DTH = 1 /2 O.D . + 18"
WATER TREN CH SECTION
NTS
•
.,. ....... PUJOi
18t D&ff:: 12/H
DWG . NAM E: BR26
SLOPE OR SHOR ING AS REQUIR ED
PER OSHA STANDARDS
BACKFILL MA TERI AL AND COMPACTION
PER WSD OT SECTION 2-09.3 (1 }E
COMPACTED TO 95" MA X. DENSITY.
BACKFILL TO CONSIST OF EX.C AVA TEO
MATERIAL PER WS DOT SEC TI ON 7-04.3(3)
OR BANK RUN GR AVE L., PER DIRECTION
OF THE INSPECTOR. COMPACTED TO
95~ MA X. DENSITY .
STORM DRAIN PIPE :
RIGID (CONCR ETE OR DUCTIL E IRON ) OR
FLEXIB LE (HOPE . CMP , OR PVC).
PIP E BEDOING Ir.I A TE RfAL SHA.LL BE P ER
WSOOT SECTION 9-03.15 FOR RIGID AND
9-03 .16 FOR FLEXI BLE PIPE.
• RIGID PIPE
0.65'
W5
C 1 O/C 1 1
FLEXIBLE
0.33 '
SP PAGE : 8 0 85
--5' 5' EX. SIDEWA LK, ---, ------~===~===4-~ciu,cRB&G~U-T-T~E~R~/-----5' 5' EX. SIDE WALK,
CUR B & GUTTER I ---------~ ----1------l----=.::.:..:.=:.....:=..-.=.c~~~,~--------/
,J
PRECAS1 ~£TE VNJ\..f 'flllH J -J 'x Y
HIN<l:D 3l'Erl.. Pl.Alt OO'vfJtS.
0 0,10IS11>,1S J'-e"'K lf-2"ic r-2· EQU AL TO
UTIUTY V..UL 1 Qll: E:OUAL,---~~
THE BY-PASS ~BlY SHAU. 9E
fNWJDED AS PART Of THE OC'Tt:CT"JR
OOUBl..l Q,£CI( VAL:~ ~.8L 'l',
10•, e· OR e· FL11. P.
PJP( 'M TI-1 ClUAA UI"
FROM P,(.
10", -J'.3• L~ e· -s -o· LONG
&" -4'--0" LONG
12· fil AAOlJNJ
,._
' .. ' ··,
_J
4°,c 2: 1;z• f'mt; DEP~lMOIT DOUllL.E
ccutr:C'l'loN Fa;: srAAO PIP( '/ll!Tl1
8RU.l(,ac C.I.ST !Ron HOS( CAPS.
Ct,[ E ... Oi SID( CQtJj,L TO Ql;INNEL RG..
18!12: ~ HOSI; CAPS FIG. 133.l
t!I' SW,J,K; T'rPt. ORAVITY Of>O!Af£0
OiECK VAL~ FL EOUAL TO
j,,j (JE1..l.£R CO. A-2&00-8 'MlH SAU.
DRIP VAL',,£ AT BCTTOW
INSTALL EPOXY HON-~,c; ~OUT (lYP.}
g" PIPE, fl-~ Fl.. J'Q' LOHG
e• 0 e• ASS<M8\.>. e• S#iORT .FUOIU, ~· 00-ID FL
1o" ASSEM8L't!l "x e· R(OOO NG
W BEND, fl.
OCAOOWI Ol oc,
REOUR£D .
CONCRETE 91.CXXING -~t:::.....L....::d2:::uq,t::.::·:::,::·· •c:·:. ,ci.-:;,;:,,;::;;s:-:'.~~;;,.:::z::;:,c:-!iJ' 10 ".6',e,' fl " ~ ADAPTOR
.-J..L oe;'T£CTtft DOIJet.E ~ VAL'.'E ... sso.muES
SHAl.l ll«l.UOC R£51.JEHl SE;ATtO SH'JTOff V1"J..'F-$ mo 1[51 COCKS.. ANO APPRO'JEO CROSS-CONUEC'T1 0tl
O.,,,fffl«. AsstMflUES PfJI: D,S.H ,S. LATEST N'f'ft0 v£Cl ~T.
19;· ASSD,t8tY ,p·~o-1 s·m FL
6 ASSEM&. Y e xe 11t1 TEE, fL
(,. ASSEMBLY !l'~'rll' TH'., FL
10', ti ', 0A ~ GATE VAL~
OOUf:IL[ Ct1ECK V,t,!.\IE ASSO.iBL T IHCUJOCS rwo RESIUEMT SEATED SHUTOfT \/AL fl..,c MJ, 'MlH INOICA TOR POS1.
lHD1C AT01i1 ..osT VALVE SAM[ SIZE
>S DOUBtE CHtcl< VAL\£
10", a·. OR 6" FL,\,,IC£D ~Q ADAP ( ... UEl.1.rR CO. OR EOV~).
1a · FOil 10" ASSE),j8LY
17 1 /2 " r~ e• J.,SS0t8L.'I' -,a ,12 · FOR e· ... sS£l.lBL.1' I
1 -2·
I!" t,j JM . D4'tAJN TO
CA Yl.lGHT 0A S1'0P.M
DRMN S'f'SlUC WI TH
GATO! !'!A?IN O'I II~
•·
,..
'·.
2'-e"''-f:H-Y-2"
:,i
• ' •. '·J•
c:c.iPACl[Jl FOLl~'TION GIU,\111. mp )'lC W
faJ-'L TO 11:0lrilAC. 10". i,·. OR 15' DOC"Tll.£ IRON VSS !iZ NIPPL.r PIPE ,
CO..O.i UNfD , lENGTl1 TO RT.
= 1. LOCAl[ VAUL'r It,! PLA.of_TlHC AAEA NOT IH PAVING
2. 4• AND LARGD! 9£MOS ANO trrs m 8E: CAST
IRON C(~E)H UNEO
3. m ,iPOAAR Y SUPPORT 9'Al..l BC P~ UNOtR
VAL.\IES AT 1l1E TIME Of INSIAJ.l.AJ!ON TO CDflt'1l
mE f'I P[ IN VAUlT OPOII NO. AFTER COMP LETE
mlAUATICltJ REMO\.'f THE TEV"ORAR Y SVF'f'ORT
ANO INS TA U. C()WCR(lt SUPf'OIH PAO QA
.>.lM.1STIIBL£ i"IPC SUPPQH.
4 , lt,IST AU.. G:.IJ. \IANl"ZED I.AlX)(ft fQI ... CCESS.
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LAYER CF MEDIUM I-IE:MI..OCK 6Af<K
MULCH..
KinderCare®
BELLEVUE SEAm.E PORTLAND STERLING BOSTON lAIPEI
KOIN Ce 11t.,.., 'n.2 SW Gal~mbio St., S.Uile 1250, l'ortl,,.,d, OM 9/201 --6602
Teil: So.3.223.6030 FCDL: ~03.2!2::1 .836 1 -..-.mul""nCIJ.C0"'
MULVANN'r A!tO,ffEC TS . PRO;~ESSIONAL SERVICE CORPO\UlllON
ARCHITECT,
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Al l rignn =~r,M. No port <>! tnl~ docum an , may M re prMu ced in ony tonn
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PROJECT NUMBER ,
PROJECT MANAGER,
DRAWING DATE,
DRAWING FILENAME:
99 .4550
MARTIN SEGAL
12.17.99
9455·1 l .dwg
KINDERCARE
CENTER # 1658
43cd ST & 11 Ol h AVE.
RENTON, WA 98055
LANDSCAPE PLAN
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BUSH ROED &: HITCHINGS, INC.
CIVI~ ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST
SEATTLE, Washington
96102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-713 5
E-MAIL: INFO(QSRHINC.COM
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CITY OF RENTON
DEC 2 2 1999
RECEIVED
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date __ --------Date __
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