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HomeMy WebLinkAboutLUA-87-080 - Large Format
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' , Slt =s°'=20. = | HANDICAP miO>w | 2 | : 2 DIMENSIONS : S||/= 43 : ‘ ee = STANDARD = 4" IDE * 18" LONG (+ 2' OVERHANG ) . ml owe || < + COMPACT = 8.5'WIDE « 14'LONG (+2' QVERHANG, ) | fo ENS > 2 4 —.-- HOMDICAP = 12.5' WIDE « 18'LOtIG, (+ &' OVERHANG) | i ols ae ie ‘LAKE AVE TION A-A. “VICINITY MAP 8 NOTES: Oili< $Z :
E s ? |. THE OWNER UNDERSTANDS THAT Gificrs | ; 4 OT any CURBING, PAUL OF Eyre] 3 Eee eee nea 7 ; oe LANDSCAPING, ID DAMAL,ED BY — LEGAL DESCRIPTION . ft a _— ft SEATTLE WATER DEPARTMENT =o : | = a ah le pike |. PERSONNEL THE OWNER WILL
That portion of: Gove 1.6% 4 & Gov. Lot 10, Section 18, TWP 23 N, R S Ey B, RIVE LONE ( LRAVEL LANDSCAPE DARE ALL COSTS TO RESTORE
W.M.,in King County Washington, lying within the following described F 3 ITEMS DAMALED TO THCIR PROJECT NO
tract: Beginning at. the npoint of intersection of the southwesterly line 5B IDE JJALK. ; :
of Cedar River pipeline of the City of Seattle with the easterly margin ee vee ORILINAL CONDITION. 871-4
“OF sthe: Pacific Highway connection REV. #2, said point of intersection . ; ae ie ae See nee,
being 2721 -62 feet east and 16.8 feet north of the west one quarter 4 Z. IF ONY MANUOLE RIMS IN THE DRA
corner of said section 183; running thence souther] along the easter] VN BY
margin of said Highway 64.5 aut. thence ve Ee Frit 2 wath tes i SEATTLE WATER DEPARTMENT Let
south. Eke of es Sede pve? pipeline os Bee more or less, to the r) RILHT- OF -LIAY HEED TO BE Beaks ENR Soe at ry gar
westerly margin o ac iver 3 thence northeasterly along the westerly FIELD ADJUSTED. THE mart of Blac iver ee more or SS; to e souther Line o : ISSUE DATE
i = a eo ot te a « ides we ae aN poe CONTRACTOR IS TO AQTIFY 7
line ‘337. feet, more or less, to the point of beginning; except THE SEATTLE WATER DEPT. jo NOOB
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“MATCH MEW 5/kd, CURBS LUTTER TO EXISTINL,
REMOVE EXISTING A.C.
PAVEMENT AND ECC
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REMOVE EX.TREES SEATTLE PIPELINE aE eee RELOCATE | RIGHT-OF- WAY = EX LIGHT | 2 iy = oa
Ze. = 25% - Om Ae a 8) id - a me nh Dy 4 = :
INU=24.50 Z. BOX BLOCK | eS © . Fl'xU TEE WITH — CO* ly (TYPE N-54"* WITH SF ; Es ty , | CONC. BLOCKING AY oD Ne oe! x 1 fs q . tts! FIRE: HYDRANT} - RIMS (e775 — 1 “Mt mae =tteA (CORE DAIL) 7 uv “ 5 nSSEMBLY OVER LOW PL =Zb.71 |. an -
' air U'OLE > (a SHEET INDE | aa *. mV 37S | \ A oe) een = ‘ j % 2 LF 24s CMP RESIRETOR AY entian f C-1 GRADING & UTILITIES PLAN REMOVE EX. : oN 90.0050, EACH END OF ae 0 - EMPORARY EROSION FENCE AND . a berm TANK. H tn C-2 A 0 oe tontnba ALAN DUMPSTER a curser Sa ee ee ‘ ) 7 acl. TH 7 TG | CQNCRET - C-3 OFF-SITE ROAD IMPROVEMENTS SEE ARCHITECTURAL cate (PE I- 54"s) LW | 2° SANITARY he q C-4 DETAILS & SPECIFICATONS ae ie oe sau | ~ PLANS FOR DETAIL. \ FROME éLRATE, LOCKING iss NEW CONC. DRIVEWAY ENTRANCE 7, 3 © EDGE GF EXISTING ASPHALT i RiM=Z8:50 « SEE DETAIL*1 , SHEET C-5 . C-5 DETAILS TO PROVIDE. CLEAN MATCH ‘os ice Ls can 6 DEP on ai i > PAVEMENT. is +7 |-6",6" TAPPING, SUECVE fam) LINE FOR NEW 7 26.9 = INVaa"'= a. 7I ros be by. | = I/ CONC. BLOCKING, = 0 (TYE) MATCH rami | SS a ——————— oan ee ool ayy NS hive ES 2 ne ee |-8" TAPPINL, VALVE seid w -
REMOVE EXISTING CURD CUT- gag CTS EN Re BAIR ea a || EREPLOCE WITH Eid CURD, Ze 31.0 a ——— 2) oe hy CORE DRILL TO CONNECT NEW le’ C) = rm LUTTER ¢ SIDEWALK. et ay ‘ : rs i BELLS YS > a mil = 8 || 2 NEM CONC. DRIVEWAY ENTRANCE ———te} se ge NEW BUILDING ‘eS : | a 8 ¢ ee Se | | EX WUCP SDC SERVICE? oct CROSS- | 8 OE DETAIL 1 , SHEET C-5 oo TO Bx OOAMDONED OR | FIRST FF=31:00 ait SAP Oe PP section ea | Rai}} Fo Fi, MEPL, SLEEVE Mavs @SLF 8" DIP _ REMOVED 95 NECESSARY | BSMT; FF=21.00 AA [=e A SS be Sb Ly a sigs isd |O ip ee /CONC. BLOCKING «=|? re — ee ee é >! (ow : ui eb ‘ae I- 8" TAPPING VALVE Beg —ROOP DRAINS, TIC INTO U” sk ee eee fo, | A ETE DAY Crmanice PA S=» | 2 PVC DOWINSPOUT TILHTLINE = LAAN tour ig lf “of SEE DETAIL * 1, SHEET C-S. S|i=a¢ | ¥ SEE BUDA. PLANS ‘al DECALS = SH \ 7 HL lio] mt Owe || 2 : LE ct Bele i Allo ae | 2 ie | temporary CONSTRUCTION! ~< A ne i See) Oe - a o CONT. (OPPROK. 20°28) eer: sate oe; / Olli< 2Z s ROCKERY IN FILL oo S e | ae SCC DETAIL 4 , : | S tS SZl g SHEET C-5. ee | th ic te} 8 "x 45° BEND W/ -6"x45° BEND W/ || L]I-6%U" TEE WITH —cpt5 (TYPL I) j COURS INLET, SCL “—— INSTALL A JYPE I-54" 0 CONC. BLOCKINU CONC. BLOCKING CONC. OLOCKIN RIM= 27.00 DET. *2 SUT. C-5 CB OVER EXIST. 24" oT
LEGEND Inv=2433 =| RIN= “2750 RIM= 28.0 a INV =Zlo.0 INV news iz" =/25. rivex. 2 20.95 PROJECT NO. i PROPERTY LINE | an ne | EXISTIAL, CONTOURS b0' WIDE CITY OF RENTON - TARY SEWER LINE ¢ MANHOLE , eT Orsi , ei <2 EXISTING, SANITARY SEWER L : ‘LEGAL DESCRIPTION | NOTES: ene ae se EXISTINW STORM SEWER LINE § CATCHBASIN — L IF ANY CURBING, POVINL, OR LANDSCAPING 15 DAMALED bY ISSUE DATE —; EXISTINU, WATER LINE ¢ FIRE HYDRANT THat portion of Gov. lot 4 & Gov. Lot 10, Section 18, TWP 23.N, RSE, SEATTLE WATER DEPARTMENT FERSONEL THE OWNER WILL 9-12-88 , ¥ Jracts Beginning at’the pains of eters cote. DEAR AMY AMD ALL COSTS TO RESTORE NEMS RIED Pa —TF | oe. "90 SIDE OERVICE -AND DUILDINL CLEANOUT of Cedar isa cia’ ine of the City of Seatt ie with the easterly nereLE 10 THEIR ORIGINAL CONDITIONS. : LATEST REV -BA"s of the Pacific Highway connection REY. #2, seid point of intersection NEL OlURM SEWER LINE AND TYPE I o4 CD oe ae sat ania west re nor - ie ne a — se C. IF ANY MANHOLE RIMS In THE SEATTLE WATER DEPARTMENT
Neb STORM SEWER LINE AND TYPE I CB margin at said, Minweey a. teen thence ly cae aa ta eae RIGHT- OF- WAY NEED TO BE FIELD ADJUSTED, THE MEW! WATER LINE APIO FIRE HYDRANT westerly margin of Black Rivers*| chonce MMMMMEly abong tre cmestet ty CORTRACTOR i 1 TTY THE SERITL MATER OCFRRIME
margin of Black River 64.5 feet, more or less, to the southerly line of said Cedar River pipeline; thence westerly along the southerly line of said pipeline 337 feet, more or less, to the point of beginning; except the portion thereof conveyed for primary State Highway #5.
DOWMSPOUT TILHTLINE (SIZE NOTED IF PLAN)
FINISHED LRADE
ROCKERY
NEW CC AND AC. PAVEMENT
AT 255-2242 PRIOR TO ADJUSTMENTS. = 7
official maps thereof on file, in the office of the Commissioner of | Public Lands at Olympia, Washington. GC |
Also tract 8, @nd supplemental maps of Renton shoreland, as shown on the
°PACIFIC ENGINEERING COMPANY = sii, ctoinesnne ane
ONT AD
RECE| IVED
MAY 90 1988
: BUILDING/ZONING PEPT.
) MATCH NEW S/W, CURE REMOVE EXISTING A.C. LUTTER TO EXISTING oe PAVEMENT AND ECC ; re yo ALE a ae om prs
NE ARY. , 4 é WHERE NECESS y 3 i OU RELOCATE RIGHT-OF- WAY. ‘a | | en ee | DRUIGHT Of 5 Sy & PED sees ie ds) =
Z =e Es: 23% ee a Om
— = 0
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< Nn é ; INV=24.50, & ,
__, [FUXUTEE WITH COM lo (TYPE 1-54" ) KTH = iM S| CONC. BLOCKING Book 0 } Ay u FIRE: ot DR RATE noararnannenannnvsc Annes lies A tases ~ wu a ek
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| SHEET INDEX | roi
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C-1 GRADING & UTILITIES PLAN REMOVE EX. | is pre EMD OF 4 Fs MPORARY EROSION FENCE AND Poa OU Se i | o C-2 contntie "sin DUMPSTER DUMPSTER PaD. aria 7) | &X. TACO TIME UAOCPTH OF ea A " ; , Cc-3 OFF-SITE: ROAD IMPROVEMENTS ' A mE DMs” . SEE ARCHITECTURAL ms CD'S TYPE I- 54"0) Ay “EAN OUOIURY '& q C-4 DETAILS & SPECIFICATONS REMOVE EX. ECC, SAWCUT - . -_ PLANS FOR DETAIL *s FROME éLRATE, LOCKING NE CONC. DRIVEWAY ENTRANCE 7, 3 C-5 DETAILS EDLE OF EXISTING ASPUBIT) = Sdn, Vi mae RAM Cb.50 SEE DETAIL* 1 , SHEET C-5 om TO PROVIDE CLEAN MATCH = we aa 2 INVig™= 22.71. i ame LINE FOR NEW PAVEMENT. Ws Dh Zee a aan : 3 } i O26 TAPPING SLECUL (TYP) MATCH EX. LRADES : oo ella hg * ORY 2 GH va W/ CONC. BLOCKING 3 g , ; <== yl eer” | 4 nnn ; ee. aS i : ee eee 3 = sack A eee, fs") he a : : }? és if |- el TAPPINL VALVE eva © a ' eS” ae Dt — * AS paras meee ame Rete OR ie * ES a Pe i ; if w 2
jaa) oi @ REMOVE EXISTINL, CURD CUT— See = eS Ree fe tie ce HA Haff aii aes wee D KALLE fr) Pe - EROPLOCE WITH NEI CURD, ae oneal fh ERO pf No RIS ASS : + | aaa a eae 7 = + - CORE DRILL TO CONNECT NEW L' C o - LUTTER ¢ SIDEWALK. fF ¢ S 1 Rik oa Pee Mt pe We 55 i SERVICE TO EXISTING Paces! ° _ NE! CONC. DRIVEWAY ENTRANCE jes ; We NEW BUILDING / ies, ia" MAI. , >< fe) t - | EX WUCP SIDE SERVICE } e LS yt CRU0D? ay A ae SEE DETAIL *1 , SHEET C-5 | | 70 Ot ADQMDONED OR +1 FIRST FF= 34: 00 ais SAPP ae [7 stctionea re i‘ j | a =z . 1s" TAPPING SLEEVE Be 43LF 8" DIL REMOVED 99 NECESORRY an 3 | BSMT, FF=21.00 A on! : /pics.orr* “2 Oi; ¢2i} w W/CONC. BLOCKING = |} >>> mI au pet. tht ip EYDAON | -ta | 3 |- 8" TAPPINY, VALVE 3 Neer pert t TRO DRAINS, TIE NTO OR Seur ean 7 MS eer serra ve Ra|/S >» || 2
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“TEMPORARY CONSTRUCTION: ‘ LS i ie lps ESMT. (QPPROX. 20's 25') a Gla ; / é < < 5 5 ROCKERY IN sn i ie ne | <_f ed cS > SPF DETAIL a iN | ge SHEET C-5. “— | | iQ ou rE
I-6"« 45° BEND |d/ I-O°<45°BEND W/ |} LI 6% TEE WITH CO'5 (TYPE I) / CURB INLET, SEE ~=—— INSTALL A Wet [-54"¢ vy) CONC. BLOCKING CONC. BLOCKING CONC. QLOCKING RIM= 27.00 DET. *2 ,SHT. C-5 CB OVER EXIST. 24" ST -_ INv=24.33 | Bin - 27.50 RIN= 26.09)
INV = Zb. INV Mae: - miele INVex "4 20.954 PROJECT NO. - PROPERTY LINE | | _ bt4l ————— 194 _EXISTINIL, CONTOURS . ged a DRAWN BY VE. -Of: ~~ €XISTINU SANITARY SEWER LINE ¢ MANHOLE ‘LEGAL DESCRIPTION NOTES: : DJkJ a
me EXISTINU STORM SEWER LINE § CATCHBASIN Pree cariten er : 7 | IF ANY CURBINL,, PAVIML, OR LANDSCAPINL, 19 DAMALED BY || 'SSUE DATE ee EXISTINU WATER LINE € FIRE HYDRANT THat portion of Gov. lot 4 & Gov. Lot 10, Section 18, TWP 23.N, RSE, SEATTLE WATER DEPARTMENT PERSONNEL THE OWNER WILL 3-12-88 7 WiaMion g/t fi King County Washing ton, lying . wi thin ie following described BEAR ANY AND ALL COSTS TO RESTORE ITEMS DAMNED zs Seat ; ——[aing” =—s-L'99 SIDE SERVICE-AND DUILDIML, CLEANOUT | Ge besee Ficee ecaiee oT tw Pete oF Ree ie ametuer ree TO THEIR ORIGINAL CONDITIONS. , LATEST REV. " of the Pacific Highway connection REV. #2, said point of intersection -5A"o . ’ cee ee eras ateteee ae pe ima ciemeahe Reign ini eri 2. iF ONY MAPHOLE Rin IN THE SEATTLE WATER DeRARTHETTT NeW oTORM SEWER LINE ANID TYPE I CB margin of said, Highway 64.5 at thence exec ly s eraliet with see RIGHT - OF - LIAY NEED TO BE FIELD ADJUSTED, THE south line of the Cedar River ipeline 337 feet, more or ] s, to the CONTRACTOR IS TO NOTFIY THE OLATTLE WATER DEPARTMENT NEW WATER LINE AND FIRE HYDRANT eee ae ot ae Rivers. omen a along the westerly QT 255-2242 PRIOR TO ADJUSTMENTS. . ; _] DOWNSPOUT TILHTLINE (SIZE NOTED IN PLAM) seid Ceder Hiver pinelime; tuemcernuxterly aietl Sie guusterts. tome Bf
id ipeline 337 feet, more or less, to e point of beginning; exce FINISHED LRADE oe ourilan thereof nine for meant an tate Miaway om ° Pe . be <
ROCKERY . Also tract 8, end supplemental maps of Renton shoreland, as shown on the NEkI CCC AND AC. PAVEMENT Public Lands at Diyepia, Washingten. Se RO we
F "IK a . a - : , .
2ACIFIC SNGINEERING COMPANY = oii SiSINEERING AND
CITY OF RENTCS] RECEIVED
MaY 20 1998
BUILDING/ZONING
DEPT,
SA
-
D
8
0
87
pegs LR ertuiec ante : SREVISED PER CITY OF RENTON REOLINCS~ ACS ee eee — REVISED DIMENSIOHS, DUMPSTER — ote CO eee OFILE,8" WATER, I-25-88 Dud. CMOVED GRAVEL FORKING SURFACE EAST ADDED SIGH, NOTES. 1a-9-8T LEL ADJUSTED LRAD ‘MISC. NOTES 12-21-81 DAH OF LOKE OVE. 8-20 BS IE
Z7— EDL OF rth! ASPHALT A
Fa é rs satis” snegsiecacoadion.
X. CATHODE
‘eeoseeeeotes GueseemmiNEEED Seni
CORE DRILL
EX. 59MH
EX. TACO TIME
BUILDING
DOkJNSPOUT/TIl BLO PLANS FL
TANDARD = 4’ k OVERHAr ~ COMPQCT - 8.5 LONG (*8" OJERHONG - HONDICAP® 12.5' WIDE * I8'LONG, (+2! VERHANG)
DUMPSTER # ETOIL* &,
\ ; 1 ' 5 3 a4 a ite) | 2.5
10s: “Section: 18,21 WP BatN.3 RSE;
within the following described DRIVE LANE LRAUCL LANDSCAPE
intersection of the southwesterly line ered |, '
the City of Seattle with the easterly margin se SIDEWALK aos
onnection REV. #2, said point of intersection
vand: 16/68 °-feet north-of the west one quarter
running thence southerly along the easterly
-o feet; thence easterly parallel with the
River pipeline 337 feet, more or less, to the
R ery thence northeasterly along the westerly
5 feet, more or less, to the southerly line of
thence westerly along the southerly line of
less, to the point of beginning; except
for primary State Highway #5.
- 5! CONC. SIDEWALK
YPE 1-0 CURB ¢ LUTTE
as shown on the
mmissione
2! -1-1/2" MINUS CRUSHED LROUEL.
Efe LP | RIM tb. RUICE 734 ~~ sAINV= 12.20 eae }
: PAVINL, € CURB REPAIR PCR CITY STANDARDS.
|. THE OWNER UNDERSTANDS THAT
IF ANY CURBINL , PAVINL OR
LANDSCAPINL, 15 DAMALLD BY
SEATTLE WATER DEPARTMENT
Acar 3)
- Rca ol
L/S 6TH $7,
S$ olu7t
S\sirgt™ Pi
TH p) eM DamaLco TO THEIR FY ORILINAL CONDITION.
oe PERSONNEL THE OWNER kdILL
BARE ALL COSTS TO RESTORE
2. IF AMY MANHOLE RIMS IN THE SEATTLE WATER DEPARTMENT RILHT-OF-kldY NEED TO Bt FIELD ADJUSTED. THE CONTRACTOR 1S TO NOTIFY THE SEATTLE WATER DEFT. © 255-2242
44
it
e
RE
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T
O
N
,
WA
.
O15 O <2 S25
Bee
Ura
PROJECT NO.
87-4
DRAWN BY
LATEST REV
(2
0
6
)
27
1
-
7
2
0
0
CIVIL ENGINEERING AND
PLANNING CONSULTANTS
i _" @ITY OF RENTON
Bee g
FEB 221988 |
NEGEIVE
‘oe we
Sead
SA-0 80 - 87
’