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HomeMy WebLinkAboutLUA99-024- large format CO P Y R I G H T 19 9 8 AR C H I T E C T U R A L DE S I G N & CO N S U L T I N G , In c . , AL L RI G H T S RE S E R V E D 259.17" =e ee ee ee ee ee ee ee ee ee Se 7 LOD TP = 2 0 ° - 0 ” 12 / 9 / 9 8 Je n n Ba r s t a d AD & C 98 1 1 5 DR A W I N G IN F O . DR A W N BY CH E C K E D BY AP P R O V E D BY JO B NU M B E R SC A L E DA T E BY JS B RE V I S I O N S RE V I S I O N RE V I S E SI T E PL A N PE R LE S L E Y NI S H I H I R A & OW N E R o Pas aS ON : is NESS fe) - RX CAEN Rte x INEST) > | Z. 89°26'27" E SGA % s See ee ee ee ee Pos © bu = LLJ [a Pe = - : oe aE: Sut w OH 85 | DEVE; © < Ee CROPMENT PLANNING wm) = ITYOF RENTON | = VU) APR 2 2 1999 AQ RECEIVED < LANDSCAPE LEGEND LANDSCAPE NOTES & SPECIFICATIONS BOTANICAL/COMMON NAME QUANITY — SIZE/CONDITIONS/REMARKS TOT LOY AREA = 208 eal OFF-SITE LANDSCAPE = 144sf ON-SITE LANDSCAPE = 1,389sf ACCENT TREES ON-SITE NATURAL VEGETATION = 984sf c on ON-SITE PERVIOUS AREA = 2,373sf PE Es S “a e ACER RUBRUM Fe 2” CALIPER, IN 4'x4" OPENING 1. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF O oF is we COLUMNAIRE MAPLE TREE 20°-0" ON CENTER SPACING Co ere ene gee<F AS SHOWN ON PLAN San2s 2. 4” DEPTH TOPSOIL IN ALL PLANTING AREAS. G5 ers SHRUBS : £S*es 3. 2” DEPTH FINEGRADE BARK MULCH IN ALL PLANTING BEDS. Supe nN £ Q VIBURNUM TINUS 12 18”-24" HIGH, 5 GAL. CONT., 4. ALL PLANTING MATERIAL SHALL BE HEALTH, FULL AND S& 5 i “e "SPRING BOUQUET” SPACING APPROX. 48” ON CENTER CONFORM TO THE USA STANDARD FOR NURSERY STOCK, LATEST EDITION. RHODODEN : os ee Gree oe 27 Sele apse dae Bien 5. PLANT MATERIAL OR SIZE OR KIND NOT AVAILABLE MAY BE SUBSTITUTED ONLY WITH APPROVAL OF OWNER. JUNIPERUS CHINENSIS ‘MINT JULEP’ 48"-72" HIGH x 6’ VASE SHAPED i SINT. JULEP JUNIPER 24 rn co Gat Oh Genes 6. ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. 7. ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. GROUND COVERS 8. POSITIVE DRAINAGE SHALL BE MAINTAINED. Y HYPERICUM 1533sf 4” POTS AT 24” O.C. 9. SHRUBS AND TREES MINIMUM 42” FROM CURB FOR CAR OVERHANG UNLESS WHEELSTOPS NOTED. ie NATURAL VEGETATION 984sf EXISTING 10. LANDSCAPING CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 11. THE LANDSCAPED AREA WILL HAVE AN UNDERGROUND IRRIGATION SYSTEM TO PROVIDE FOR THE PLANTS AND GRASS THAT ARE BEING INSTALLED. 12. CONTRACTOR TO PROVIDE NECESSARY IRRIGATION TO NEW LANDSCAPING PER BIDDER DESIGN. SAA 99-02. SHEET L1 oO 1 PERMIT SET ONLY NOT FOR CONSTRUCTION LVA -99 024 SAA, ECF OP Y R I G H T 19 9 8 AR C H I T E C T U R A L DE S I G N & CO N S U L T I N G , L. L . C . , AL L RI G H T S RE S E R V E D r~ ~ TCE ak a | a ae — a7 ESCRIPTION T \ ay; a \ Ar a eek 5 140-78 el? | | | JI | LF Ll «0 my ; 8 eg > 0 _ a SS LEGAL D C % t A \ \ 8 & (2) Ok: me 5 1 ral had b > my += a) g p= 1 | | - , a” ff af 36 : ens] O 0 a\ aN i & 2 fea 23 Fae of x, [| Fy [+ PARCEL / TAX |.D. NO. 042305-9062 O/8|/S/2 19 5 My \ nu Pa g * Zz § ood? EL, ie ay NE JCTH THAT PORTION OF THE WEST 259.17 FEET OF THE EAST - \. redhat = \ | osou} — () ore =a Oh 289.17 FEET OF THE SOUTHEAST QUARTER OF THE Y Dod he | |'926.9 ai ee eh Jo fee 218 ‘|=; Sa OSA S AY ROI PERL VK API Ofsae_le. of 48 “be gf as} \g efron 7 SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 S 26.3 Ps RSE. /OGTH Be I9TH % © ST a ; NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, 6 > 2 os fy = a 194.9) T i : . : S 4 ’ ‘ iy - at alt 730 775 785 ‘ TS mato Y “a y AX ! ee i st WASHINGTON, LYING NORTHERLY OF SOUTHEAST Ss fa B 2 i 8 I I ; N ial 5 Ea ie ® y YG ria % RENTON—ISSAQUAH ROAD; aa) g Fe) > ‘| = l 1 S lu a 9 . Th 280 : < As r te ‘ , | a \ lop mea ify 11 | Fonzess 7 IR “|0.63Ac. ~j EXCEPT THE NORTH 520.40 FEET THEREOF; Els “ 5 By 124.02 fe T rs} 6Ac \ Q 5 [§) he ' : 1 = Por. 7.4.33 | 7.4.259 iS re : | ais ; ia) vi : 930 ; : 7449| \ UTA, 2b $ 208 LEO Fe REF ALSO EXCEPT THE SOUTH 313 FEET AS MEASURED ALONG ae THE EAST LINE THEREOF. > sed 5 \ 0.95 Ac fa} 3 o ! : 7 irk + re doa ® c ¥ & « frospsf } z . a Ss 8% & g § = 8 ; g a . Ri 2 8 s ) * =D £ 108.174 [ an E \ 18 y 5 - we len mr au ~ ° Gil! [eo] 7006 NY , S990 (39,11, i R ahs w \ Cc > = Fs) = y FR 8 | ; ST. oe’ Ss 8 A D. oo. a ye YER Pee SS are oer mee Z Slt hg 3) Le SE ey Era SHADY Z |e 62 110.22 14 15 jsi6 S| 17 “| Fg- Se 4 3 Ba) O Pa . 70 0 88.48 Roo pl ee _ 3 bd M289 of 254.3 ms REN Nae —_ e A | 02 a [ich _ | 8) | | g Barcel [nnn renee uy I i Se en: oe |! | 2592 | a [wo \ iS on Is | ! Sg. ‘ Pte | | si | 12 C al ns Se a 3 30 __| & ' 21 Slr ¢ TL. 261 OC i / by’ 196 A S150 |= om | iB. | ‘ (ei eS 2 ° Yul Z| se osees iel\ 200 200 400 600 130 Ss 2. @) uJ ES! Ri P. cs 400 0 299.1] Tm < 24012 + Ba é 24 ein ? a eae eee H | ae | SCAE Pome 5 : 10.50 Ac, ’ A =J \ S 2 2 y - = SOE gees oie OD | rs} ? 1426 \ =) Lo i88) apartments ich Z 0.3 = 2 Ie = <tuj r T.L.20/ z VN 2[ i] ny SP : c Jack JoHnson = [4 2 oO zo A) fe] sel 8 eT Bi eB 130 2 > N | 1 Teil 2 (as 9 31 SU Bg 1008 or ‘nea Om 5. > S = ¥ ‘ yun oS ; = \ ; a 50 |! 7 é CENTRAL < 4" \ : : a DEAT WI 5 : = > ree | \ ceil Calvin C. Patten 2m ! < oS \ j tt | 40 : uit HIGHLANDS PLAZA! ! fa \ “| T.L.63 : S>\z tip 0. ay lee | Sie] Fe | We] ORS a 8 Jack L. & UWois M. Johnso Ww re | E - ui lil |= 51 be ¢ \ \ sg 8 2 KE |* en” $ Or ss ~~ 4 . oO bp J taurine «at 7 ead \ ae 8 “ig BY | (3) ie) ae 7 OZ Mead gle a o , = i <2 yo /rrgerte RR ow - 2 Ps Arthor R. 314.04 a 607.15 “| > oo) ad a ~ lsersfen ies ea SS Beale Z|, 3 i ie VomOs It dz] aC) 20/6) Rls EF 8 I92Acig (4) 3 Te ar a) a 1G = WV = 60 | Baus da; 38 zoo \ | FRO) | ce | saad = (2a @ | sp 345-79 “| 50 fs SP 331-79 * S.P|330-79 Cc am ee A eT 1 I 5 oo NFO NS 15987 pp 14370 4 9 118.54 © SST 2 HSS Se ee a cal «BB as Tagg se Sais 65 ae Sap ae by ee ceo St -=TB LS 3 UO IU PIII 6703517034" 97. TY RTT zee NP. 7 \218.54 “Ve SY 91.46 87.04 ea) err ~—— -+ a+ - = 6.-¥4—-ST- F—-8-P. - 5 ERAN S.— ENE ——_ESMF—- - ~ it eal 2 ed ies et co if a oe ya bila 8 oop hy stra | Cy “4 Loon TLL | ° == rn ts Mi iy ae mAs N ~ |X pr e al s ~----dte te ee et =e . , . fe) Neh 8 Ubass eh -_— 4 5 © 2 my ( B (2) 3 rare | rena | le James W. Hazen wil wteSineleton 8 0.90 Ac Zz . S Ss ays w1f8) 2 wl d8 % bs S.P 038-8 2 ON YD EW TO a 15! Ae Bi a os Ae a On - 4 OTF] | 5 . : aids Sh 23 es] eel: 4 Oh we @ hy SER Sat RSs st > ~ SG yp Pb RE ag rer nn Bi gee e Le | ‘a 0.91 3) opr . 7 2 AN i A CONDOMINIUM I20 UNITS fl . dt 7 ee ae ” ( Q leffe TL 10S, S ¥ a wl 8 50 Z ft f } La) ee ee He McComas Ack aan 0 65 Ac ennai. abi Ra —— Tl, 2 mi \ ) 72, a . . re a) = 718) a ae co wel 25 | Gg 227) lui | 5 ° ! ! 8.45 Ch naa CI iF Ce as @ 2.01 14 gO 14.10 = \\190 R29 “3 116.3088 | | Boas ST yy 25.58 iso 257.23 ny a kta 2524 2| Ae é uj |e 4, J 0 __h Ny y . Ss 2 2 5 Secs . BS Sk 1 6xp Siz te = Voces Pt, sl :| James W. Hazen 3hMHJgH.F. Seideman Qi School Dist. 40: Was? = Oy | \e E) Bhs | Zit yo VBE ITH CT. 8, Nema! ahs s gta Oe 3 | <2 laa. (NE, ITH CT. & |“ beriga 3) 3 [49 Ac [FS Bhs ‘ae Yr a TT. h6 7 ROU) 8 Baas Shes ha Ve We 137 Ac = uy {3 Uo ae cc oe! — 20.72... | ; p a T 5 = TENE) @ ih. 6a} 3 <3 = To.Me a ab 8 Q os ‘ rg : FB! 329.03 He Leslee f | ee oe BD BAe wt bebe 2] 50.0, . = . ty | p39 \ hss | on cy 4g - 1 & \4 2 y 1S on \oe7 : %_|2 324 ss af Milored W. Miles S}*7s 9 wo) £O 29 fad 7E147 NM 3 oe NE. 1 ITH T. ~ Xe, wo) 2.8) 47-76 EX Seal 14 ST - Qs, XN an | Ac = ii 3 0.77 Ac> 2.54 FA ~j a R . Re 104 Jno 73767 Sy | P47 FP Payer c ~»b |\_23 5 rt, . Xe GO%A9 SI ° 5) a a S het = ~ eye DY il We ils ‘ . 328,83 Ed 256.031 @ 286,83 QO ATS Py 15.50 | -° (O.% tog | 64.24 5 il ee 0.45 eee ¢ : — z < i IS: = 5 2072 16: = ” { AC. jO cS £ ° ae $ 9972 olfE Hu =] = 15.55 gol eh l i Jake A. Palmer of €o) S 5 ais Ge x 5 S ( 8 stky 3 26 § ; { 2 1.41 Ac. O10 ae 3S <—t g c & PQ S]/ 8 SS 7 z ink a © ‘ + bot V 10456 136, nok 328.63 @i y st 5 VU S 5S 3 S2BG2 aM | aa 3 s 5 Pic bat [ee rr i Ps om a z , | 236 \o nti 4 U dpstevens Ri: & ui in uO. Sm paiNs Lil ‘s 10.3054 16.1472 \ ws t ps TFS nm oan Md BS UIs Laidley “1 Mt - = i, WH es o . aq , 3 Hg *€9) 3 3 78 oe F ij 1.07 Ac @ RR (dp) a 3B ols tf 2 » PR & r oS p 328.43 ft] Lloyd A. Rongholt = Ag aa 4 — sk oO Ss iN (ar RN 2'Tb \\ ~ ] ,) 3 a 75.73 1705 ete | [12378 at 6 = “it 229A { wv ow 1] iW 8 C. 3 i Es 8 lO lod 2, | EF : i ih @ > \\ 182 sl. $317 AS RMS OSI ONG = be A. Nevin ar Gary Ridale o ir rast CT. “we 2.25 Ac “iH foo = [ Bs LPR So ee tat| | b Sf II9 Ac, & a [sare iss) — ] & @\\ 6) a - ly m & ae ZI0 > 70° DRAIN & 034 328.03 AH 286,03 Se i 17439 42.56 \ oF “t had m= 216. 26 6/4 5 5 ne ie vey p) " f 5 IR e fh % a f 7 198.93 i aaa bn 0.93Ac, CHU " 7] 6 ay a i Ig \ ee D.S. LITTLE P “1-5 a 1.03Ac. |0.93 Ac. 72.208 - ] / [a 3 58.39 | 65.635 E:: 1 8 SHEET ast mS {815 {Si02 |63 8 6 a) a T ci rrr g ov IOTH c = 120 — AZ on . : " u wT 87 3s) S f 3 oS a = Cand ss Ne aed 3 Aas > 0) —— 16131841 & A | ‘ 2 ay} S| ie 119} 20, ie She A-99-024 2” ACP,CL”B” COMPACTED SUBGRADE PAVEMENT SECTION NOT TO SCALE PROPERTY LINE ———___ | 2TO 1 SLOPE - LANDSCAPED 12" MIN. / 18" MAX. QUARRY SPALLS PER 9-1.3.7, WSDOT STD.SPEC. EXCAVATED SURFACE CHINK VOIDS 6* OR GREATER - BACK SIDE ONLY MIN. THICKNESS - 40% OF HT OF ROCKERY NO.5 COARSE AGGREGATE PER SEC.9-03.1(3)C OF WSDOT STD. SPEC. - TO 12" ABOVE DRAIN 20 FT MA X . H T 6" PERF. HI-DENSITY, DOUBLE WALL POLYETHELENE CORRUGATED PIPE WITH SMOOTH INTERIOR. CONNECT TO STORM DRAIN wi EXCAVATED BEARING SOIL ROCKERY DETAIL NOT TO SCALE NOTES: 1. THE LONG DIMENSION OF THE ROCKERY SHALL EXTEND INTO THE SLOPE TO PROVIDE MAXIMUM STABILITY. 2. EACH ROCK SHALL BE PLACED TO INTERLOCK WITH ADJACENT ROCKS AT TWO LOCATIONS. 3. ROCK SIZE: 0'-8' HT 6000 # -8000 # 54" TO 60" 8'-12' HT 4000 # - 6000 # 48" TO 64" 12-16 HT 2000 #- 4000 # 36" TO 48" OVER 16' HT 700 # - 2000 # 28" TO 36" 4. ROCK SHALL BE SOUND QUARRY ROCK OF NEAR RECTANGULAR SHAPE. 2-MAN MIN. ROCK. 5. NOT MORE THAN 20% VOIDS. 6. 2-1/2) CRUSHED ROCK IN VOIDS - PLACED DURING ROCK INSTALLATION. 7. BACKFILL WITH 4"(-) ROCK SPALLS. 8, EQUIV. FLUID WT = 37 PSF FOR DESIGN. 9. CONNECT DRAIN LINE TO STORM DRAIN SYSTEM - TIGHT LINE. 10. SOIL BEARING FOR DESIGN IS 2000 PSF. 4” CRUSHED ROCK 5\8”(—) FINISHED Gi FOR CATCH BAGIN WITHOUT INLET - PROVIDE STANDARD MANHOLE FRAME AND RADE METAL PRAME AND GRATE - CASTING MAY BE ST PLUBH DOWN ON ADJUSTING BLOCKS IN LIE OP PREICASTING IN COLLAR, COVER - LOCKING. 2°10" —m 1 i 3 é BO ~* Kw STANDARD LADDER STEPS | = PRECAST REINFORCED CONCRETE UNITS eo 7 pt———— 48°D1IA. ———}_| 7 eee _ N 2 MI N 12 ° M A X . TYPE Il CATCH BASIN NOT TO SCALE CONDUIT - , 7 a BOLTS (4 REQ’D) CATCH BASIN SECTION PLANTER GRADE LIGHT STD. BASE NOT TO SCALE ' of -CONCRETE DOME " PIPE CONC. FILLED STEEL POST PAINTED am 18" DIA. FOOTING BOLLARD - TYPICAL NOT TO SCALE CONC.CURB \ oan SURFACE : ; |] Nae DIA.CONC. BASE PRECAST BASE SECTION MEASUREMENT AT THE TOP THE BASE) 10. FRAME AND GRATE SEE APPLICABLE STANDARD DETAILS CONCRETE INLET TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. AS_AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497, WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. ALL REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2” MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEEO NOT BE GROUTED IF WALL IS LEFT INTACT. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CURB INLET WALL THICKNESS. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAX. DIAM. OF 16”. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 4'-0". THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2°/FT. CONCRETE INLET FRAME AND GRATES SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL 8E Domoon TO ASSURE NON-ROCKING FIT WITH ANY COVER FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 5000 PSI MIN. CEMENT MORTAR OR EPOXY ADHESIVE TO BIND ACP EXTRUDED CURB NOT TO SCALE gabe ery wartvitat a. rey el TENS LIVISION in’ t hue NOTES: 1. ALL WORK SHALL CONFORM TO AND SATISFY CITY OF RENTON REQUIREMENTS AND SPECIFICATIONS. 2. SEE SHEET 1 OF 7 FOR CONSTRUCTION NOTES. 3. SEE SHEET 4 OF 7 FOR CIVIL — UTILITY PLAN. 4. SEE SHEET, 5 OF 7 FOR UTILITY PROFILES. 5. SEE SHEET 6 OF 7 FOR DETENTION VAULT PLAN, NOTES, AND DETAILS. 6. SEE SHEET 2 OF 7 FOR GRADING & EROSION CONTROL. 7. LIMITS AND HEIGHT OF ROCKERY ARE SUBJECT TO ADJUSTMENT — TO BE SET IN FIELD. CIVIL PLANS SE 1/4, SE 1/4, SEC. 4, TWN. 23 NORTH, RGE. 5 EAST SUNSET WAND WASH CONSTRUCTION DETAILS BURTON F. REANIER, PE, PLS P.O. BOX 2187, EVERETT, WASHINGTON 98203 DATE: 04/19/99 DRAWN: BFR FILE; ! SCALE: SHOWN SHT Cv7 OF 7 SA-4-49-pa4f 8x4” STD.BEAMS G 89.0 STRAP TO WALL —- @ 2 HEIGHTS RIM FG 389. ; _— ~* = 30 IZ COVER SEE 12” STANDPIPE 30”ACCESS_RISER/VEN CKED COVER — 30 ACCESS RISER/ VENT KED PONG STEEL CLIPS ARPS EEA" SSTRMES al REE SRE BSR LS Wl | i ELEV.387.4 7 TOP OF DIVIDER WALL J ape a _ i nn i 2 ee 0 eee mee i er as O 2 wn a ROCKERY -— SEE PLAN & DETAIL ) a) CoE Po F = SEE_REINF.TABLE_BELOW ; : y— CF7/8 STEEL FORM LIER PAN i 1/2”ANCHOR BOLTS ne 74 ri TRANSVERSE TO BEAM : NOTE: SEE $ECTION DETAIL BELOW Aaiotwe hee 0——o a A a |_.9—--—9 | 0 0b 0 —}-—0- FOR CB OILYSEPARATOR] ENTRANCES f 1 oF XOX TN ata a ee a : TO VAULT + 2 REQ’D ae t, ALL / . i . sa6 "bet METER 386 eae, ) en To : “ V-WEIR PLAT = TYP|8’x4”A.STD BEAMS N— TOP OF 8” CENTER GIVIDER _| LL e nae all I ELEV.385.9 honiz. @ VERT. say, aS \—12” STAMDPIPE OUTLAT CONTROL | TACK—WELD| PAN TO BEAMS, TYP. HE TALE Say © GoncvaULT EO 4 TYP.2”COVER — ! SEE DETAIL RIGHT 384 SEE TABLE FOR REINF: . 3 -—s | L_ 12”DIA-PIPE] PORTS, 4 REQ’D STEEL FORM LINER PAN — 7/8” a, it STRAP TO WALLS : CAST IN WALL gt IN rns ay aS 385.9 OVERFLOW FINISHED GROUND - _-4 L. 6"FLOOR GLAB — WWF JREINF. ' . ~~ On = Pama aw NI PN be SEE TABLE] BELOW = N | 382 a 991 ) 4 aby (1) 12°4, ALL PERIMETER 382 ee ee IN-CONNECT @ TOP — 1/2”BAR = a = z Foor ROCK |APRON eo | LI F980 OO OO Sp j SEF REINE.TABLE BELOW 1 et ; . TYP.1/2”ANCHOR BOLTS > - PE sho / eee 09 862 [EF STILLWATER S DIVIDER WALL NI 380 eae i jx koe WELL decree 1 P< TYPICAL ENTIRE — Ss Seal, V-WEIR \ < UPLATE W/p.25"DRAIN HOLE | TypiCat E G38 beg v_ ole! ieee oe enn Ee GE ssa ed Vel ieee aie | = L. ] nn nn enced a a ae a La oe oe » SEE PILAN 2.87'DEPTH [STILLWATER $TORAGE DETAIL - 8” BEAM TIE- DOW 378 378 @ TOP CF CENTER WALL NOT TO SCALE SECTION VIEW DETENTION BASIN SCALE T = 2 HOR, Ta? VERT. PAINTING NOTE: (LOOKING NORTH © SOUTH WALL OF VAULT) ALL EXPOSED MTAL SURFACES IN VAULT NOTE: CONTRACTOR TO SUBMIT SHALL BE EITHER RUST FREE MATERIALS, CONTRACTCR SET TCP PLATE W/0.25” DRAIN a _—_—- INVERT OF WEIR SHOP DRAWING FOR FABRICATION NOTE INSTALL CORR. STEEL FORM LINER PER CR PAINTED WITH RUST PROTECT IVE id By ee AND INSTALLATION OF STANDPIPE MANUFACTURER SPECIFICATIONS. TACK COAT ING. LNOTALL (Cone, STEEL WELD SHEETS © 2° CTR’S. 7 FORM UI NER PER MGR FINISHED L | / LADDER STEPS IN SOUTHWEST WALL LAD STE OUTHWEST WALL "CMLL LLL LLL LE Wl 4C-39 MULTIPLE CRIFICE RESTRICTGR ™_* RIM 389.10 METERING PLATE - CRIFICE LOCATIONS TYPE 1L CB 4 NOr TO SCALE , : CAST END OF BEAM ROCKERY -— SEE PLAN & DETAIL je 287.4 a og RIM 388.85 \ | NTO TO G@ WALL aN i | Mh dacalcticbvaciaitcs eda NOTE: THIS DETAIL SHOW ORIFICE LOCATIONS AND SIZES ONLY. REFER STD BEAMS | \ TO CITY CO BELLEVUE STANDARDS FCR SALE BRACE AND ANCHOR Th ALL OTHER DETAILS. PRIOR TO POUR ee \ Fi 3 , CONTRACTOR TO SUBMIT MGR SHOP 386 DRAWING FOR APPROVAL PRIQR TO 386 x <a FABRICATION CF MTERING STANDP IPE SEE TABLE BELOW FOR REINFORCING DEVICE. INCLUDE MOUNTING DETAILS. SEE VIEW ABOVE |FOR DETAILS Nee NOT LABELED ON|THIS VIEW caper steps ssslonmen all NO Pv¢ SS FROM £B 2 AND CB 5 II TOP dF DIVIDER gl a \ Saessees DETAIL ory BEAM PLACE MENT H 20’ r ” 2209? t+) T WALL 4 384 ; AVC”T” OIL BLOCK 38 ar 70 Sch = Si a 385.2 8”PVE ENTRY PIPE TO DET. 381.9 ml ei = NOTE: THIS DETAIL APPLIES |AT . /| 5 NORTHWEST AND SOUTHEAST) CORNERS OUR 6” CONC.ON LINER ee \ CONC. 6° ABOVE * is 7/8” FOR P, ane f2°e, ALL PERIMETER _ LADDER] STEP | OF IVAULT — SHE PLAN. 382 J 78" FORM al sa | me, ALL —o—~—-0———-+-_—_0- 0 _—-_—V ~ bie} 0 O . * PERI METER a tL CLLLLLLL COLMLLLLULLLLLLL LLL LLL ca 862 CF STILLWATER q| oe Pr STORAGE tt 8°CLEAR OPENING "GEE TABLE BELOW 80 ‘i TYP ICAU ENT IRE 380 ioe (INNER SURFACE) 379.03 =i 8° THI REI NF. CONCRETE “aaa /- : _12°t, ann Bie VIDE WALL fh ”x4”STD.BEAMS 2 SEE REINF.TABLE: REINFORCED CONCRETE WALLS == 12°0 PIPE| PORTS, 4 REQID SEE DETAILS, THIS SHEET. A —_— DIVIDER WALL 378 378 PERI MTER _ _ CONSTRUCTION NOTES: 4. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON REQUIREMENTS, STANDARDS SECTION VIEW - DETENTIION ON BASIN TE WALL REINETO FLOOR REINE AND THE U.B.C. CURRENT EDITION. SCALE Tat’ HOR, T'a#? VERT. 2. THE BUILDING SHALL ARRANGE FOR ALL INSPECTIONS, PER RENTON PROCEDURES: EXCAVATION, (LOOKING WEST © EAST WALL OF VAULT) "FLOOR SLAB EMBANKMENT, COMPACTION, SOIL BEARING VALUE, FORMS, REINFORCING STEEL, CONCRETE POUR | ae AND BACK FILL 12” et 3. CONCRETE SHALL DEVELOP A MIN. 28 DAYS COMPRESSIVE STRENGTH - 3000 PSI, 5 SACKS, TYPE 1 CEMENT PER CY, O44 WC RATION BY WT, 4 INCH SLUMP, 2 INCH MAX AGGREGATE SIZE COMPONENT REINFORCEMENT CONCRETE DIMENSIONS 49” 4. REINFORCING STEEL: Fs = 24,000 PSI, BARS SLL Be NEW CLEAN, DRY AND FREE Ol, GREASE AND SCALE BARS SHALL BE TIED IN PLACE VEST WALL VERT. 40777 OC x 20°x RE INF. BOH SURF. REINFORCING BELOW GRADE SHALL HAVES INCH KUN COVER. ALL BENDS LAPS, SPLICES, TIES, ETC SHALL HR. ¥4_0 10°OC STRUCTURAL LOAD TABLE APR 9 9 1999 BE PER UBC wit =e a _— REIN BGHIT SURF WALL REINF. CONNECTION TO FLOOR REINF. - 5. All FOUNDATION ELEMENTS SHALL BEAR AGAINST ORIGINAL EXCAVATED GROUND, OR FULLY COMPACTED, | EAS 1 ACR. uo TP Oe VAULT CONCRETE ROOF = EARTH 1, 5 175 PSF Nor TO SGML views DIVISION DRAINING STEEL FORM PAN 7/8” 36 PSF 6 FORMS SHALL BE PLACED TRUE TO LINE AND GRADE. FORMS SHALL BE TIED AND BRACED TO RESIST NORTH WALL VERT. a0 7TOC x 30 x RE INF. BOVH SURF. cdl dl MAXIMUM FORCES FOR DEPTH AND RATE OF CONCRETE POUR. ee ee Be VaR ATES NG ACNE HOR. #40 10°QC TOTAL VAULT ROCF LOADING 275 PSF diy: PER UBC, OR CRSL TO ACHIEVE MAXIMUM DENSITY AND MINIMUM VOIDS. 2 § Be POURED SEPARATELY PRIOR TO WALL STEMS marfoon He 0 1706 ALLOWED ON VAULT. i 1VFOS INF. BOTH SURF. ye . P tat woop ELEMENTS SHALL BE TREATED OR FINISH COATED WITH A PERMANENT WATER-PROOF CENTER DY VIDER VERT. #4077 x 30"x 7x6" AM STD BEAM © FOC ‘ OUTING ANO PAINTED WITH A COLOR SPECIFIED BY THE OWNER. HOR. #46 T0°OC DL 19 PLE “CIVIL PLANS -_ 11 KLF . | FLOGR SLAB THRU CUT 6x6- 4x4 Vi¥ ~ 6" x 300° AR ACTIVE & STILLWATER LEVELS ——~=~S 9 ANCHOR BOLTS SHALL BE HR - STRENGTHS STEEI, SET TO UNE AND GRADE, x6- 4x TOTAL ALLOWABLE BEAM LOAD 411.02 KLF SE 1/4, SE 1/4, SEC. 4, TWN. 23 NORTH, RGE. 5 EAST 40. STEEL FORM LINER SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION. LINER SHEETS SHALL BE FOON NGS THRU GUT : er _ TANK WELDED AT 2 MIN. O.C, AND TACK WELDED TO 8° STEEL BEAMS AS SHOWN ON THIS PLAN. LONG TUDI NAL © 12°O Clues comn)| 12t_x 1°. 65x LENGTH - PERIMETER VAULT WALLS Pa = wh(1-sing/1¢si ng) SUNSET WAND WASH LATERAL TIES 2-2-8 "2 or ae ~__|_12"t_x 3°-0"x 32°-0" - DIVIDER w= 100pef, o = 33°40’ VAULT ROCF 4 6°x_30°-20° WITHIN WALLS VAULT F 7.3? H0 VAULT R a OFF Bx6- 4x4 wr x ULT FLO H20 = 456 PSF DETENTION VAULT PLAN NOTES: SPECIFICATION - TACK WELD ? MIN. EA. SIDE OF EACH BEAM IN EACH BAY CENTER DIVIDER 416 PSF, 8.93 KLF 1. ALL WORK SHALL CONFORM TO AND SATISFY CITY OF RENTON REQUIREMENTS AND SPECIFICATIONS. BURTON F. REANIER, PE, PLS 2. SEE SHEET 1 OF 7 FOR CONSTRUCTION NOTES. P.O. BOX 2187, EVERETT, WASHINGTON 98203 3. SEE SHEET 2 OF 7 FOR GRADING AND EROSION CONTROL. 4. SEE SHEET, 4 OF 7 FOR UTILITY PLAN. DATE: 04/19/99 DRAWN: BFR 5. SEE SHEET 5 OF 7 FOR UTILITY PROFILES. rom i SALE SHOWN aw tive oF 7 6. SEE SHEET 7 OF 7 FOR CONSTRUCTION DETAILS. ShA-A-49-9244 yaa REMOVE CONQ@.SLAB 394 Wl 394 REMOVE] EXISTING SHED | EXISTING GRPUND y — | ETENTION| BASIN (FORESHORTENED) 392 392 a CATCH BASIN 3 CATCH BASIN 4 CATCH BABIN 1 L TYPE 1L TYPE IL TYPE 1 f CATCH BASIN 2 RIM| 388.85 RIM 388/85 CATCH BASIN 1 RIM 390.2 FINISHED GRADE po | Liao OIL |SEPARATOR OIL SEPARATOR TYPE 1 390 (\ p——____ | RIM 390.5 INV.586.05 INV.386.95 RIM 389.5 390 -————___\ | \ aT EXISTING GROUN | 388 . 388 \ Se PN 121 LF 12” HDPE SD @|0.0050°/” 0050 y —— - \ es $87.2 i Va 72 |LF 8”HDPE $0 © 8-6063 7 {_— PESO 1e9-0984.4 Bi 386 Inv 386.5% 83 LF|6 _/ INV 386. | 81STD.PIPE OIL] SEPARATOR "STDLPIPE OIL SEPARATOR 384 384 8”PVC SDITO DET.VAULIT INV.384.0 - PS eee SD TO DETIVAULT INV.384.0 382 382 SCALE: 1+ 20°H, 2V 380 380 > > = = = — = s 4 4 4 < s 0 394 Zz 394 O 6” CLEANOUT OIL SEPARATOR OIL SEPARATOR z RIM 3p1.4 a Hee INISHAD GRADE — TYPICAL d.o. d.o. d.d. d.o. d.o. UTILITY VAULT Cb. UTILITY VAULT Co. Lid 392 \ 660-SA “7 SEO BAK 392 390 390 (i ee A) U, (ee eee Z Vaan ~ J 47 388 INV 388.92 INV 388.73 L7H, U ———S 388 INV| 388.56 Sf 4 + i a | INV 388122 f P| INV 387/88 INV 387.73 ) 386 > 386 ; 5 Ww A . , Fa / 78.7°— 8” PVC SWR 1@ 2.313 %- 102 LF §” PvC SD @ 0.0100’/’ 15 LE a" leve swe ol 1% INV 1385.94 INV [587.7 CONNECT TO EXIST. all tia 384 . SANITARY SEWER 384 RECEIVED APR ? 2? 7999 BUILD DIVISION 382 382 SCALE: 1”=| 20H, 2’V 4 ; 380 380 SE 1/4, SE 1/4, SEC. 4, TWN. 23 NORTH, RGE. 5 EAST SUNSET WAND WASH NOTES: 1. ALL WORK SHALL CONFORM TO AND SATISFY CITY OF RENTON REQUIREMENTS AND SPECIFICATIONS. UTILITY PROFILES 2. SEE SHEET 1 OF 7 FOR CONSTRUCTION NOTES. 3. SEE SHEET 2 OF 7 FOR GRADING & EROSION CONTROL. BURTON F. REANIER, PE, PLS 4. SEE NEXT PRIOR, 4 OF 6 FOR UTILITY PLAN. P.O. BOX 2187, EVERETT, WASHINIGTON 98203 5 SEE SHEET 6 OF 7 FOR DETENTION VAULT PLAN, NOTES, AND DETAILS. : 6. SEE SHEET 7 OF 7 FOR CONSTRUCTION DETAILS. DATE: 04/19/99 DRAWN: BER 7. LIMITS AND HEIGHT OF ROCKERY ARE SUBJECT TO ADJUSTMENT — TO BE SET IN FIELD. ie oan Su ae ee SAA49- 0244 PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON RIM B91.63 Rp f 2 ona fet 386.28 y ( / { © a y / = " \ \ / i a a | a i \ aA 2 \ | \ S . | ae / | | | \ in) N ( \ | f van / | | CATCH BASIN 2-6, \ i of # | / | - \ e) 2 \ } A getense® / | z ¥ y = RIM 390.5 NN Scena pio | / | | see ry * RIM 3905 a | CATCH BASIN|1 | a | y 2 — LN RIM 300.2 | | P| % | | N 2 INV 387.2 09°40” <¢ 301. p\ | HP | s N am aN =O) , Any, 259.20 r \ \ \ \ 3 2 , \ 389 =a w Lm . \ raj \ | UTILITY VAULT CO. 660-SA ae \ Pe | 1 > | — _/ ei 8 a 5 ee \ a AY | | \ \ : —_ , bee e*dnpe ef 7p ri XO. 660-SA — ‘\ | | FIN. 385.94 SEE SHT C2 FOR ROCKERY —\] f” AF 8 ADPE oe @ 0.0063'/ <b. f a ra RIM 391.2 \ SS | A CONNECT TO } ] / J | \NY 388,92. @ 1% +~ wv. 78.7'— 8°"PVC_SWR @ 2.313 % | e ’ / / 16'~6% é d.0. | | \ At UJ : 1! ° 2% Sur ua Ps wyserzs aa i, 20’ 10° 40)’ aL Lu Je =F =) +S FG 391.5 ne i, Ss 7 ON e / \ SCALE IN FEET MD |r) B = | \ P | z [\ DATUM — RENTON SANITARY Dion : | SEWER e|, * OVE EX.H 20'-0" |e B ) TBM SSMH, RIM 390.73 EXISTING SHED TO Ta ion BAY! D | . REMOVED ( Bo \ \ | | “a ———————————— \ } / | \ ] TYPE 1L CB 3 —~—__ Sar __,| VACUUM STATION \ | WANDWASH Z [ \ RIM 388.85 a ee ee \ ; Seer FIN.FLOOR 391.5 “F¢ 391/5 ETAILS INV. 8” TO. ——— | = “oS a ee ee i sf Ist FLOOR” | / VAULT 384.00 COS 20x50" DETENTION VAULT a / S7ef 2nd FLOOR | , access wares wy! es / Nes ae caren ssn § a YL | : Lu = 1S) Si i. . i INV 386.5 “ we aie 391.0 —t \ \ Io oy ae 139.18’) > oo ac? Oe ' — — > 83 " , \ \ 8) # ks — . 259.19 a i $88°18'20"E \ < V-WEIR —] N ace \ L 120.07) \ NN SS ae “e INV 8"386.05 \-SEE SHT C2 FOR ROCKERY a —_ oY \ | S i. 8" TO ame \ 1 | e3 O 384.00 \ | oo | ‘ Zz ” \ | \ \ $Y DRAINAGE. EASEMENT Sree pe es , Y g- S.C. 744378 PARCEL "B” : — ~}+—— INV.375.9 td SSS ROCK APRON 5 Ces ao re HONEY CREEK 5 IW S78 a Ve) BOTTOM 380. + ie) ; B | oa B wo O © | Zz PUBLIC UTILITIES S88°18'20°E EASEMENT AF. NON 120.00" i | R12 8 8407090680 A BUILDING DIVISION NO O ° 5 9 ' 1 0 ° E 11 8 . 8 1 CIVIL PLANS SE 1/4, SE 1/4, SEC. 4, TWN. 23 NORTH, RGE. 5 EAST NOTES: SUNSET WAND WASH 1. ALL WORK SHALL CONFORM TO AND SATISFY CITY OF RENTON REQUIREMENTS AND SPECIFICATIONS. >. SEE SHEET 1 OF 7 FOR CONSTRUCTION NOTES. 3. SEE SHEET 2 OF 7 FOR ROCKERY, GRADING AND EROSION CONTROL. Cnn LITY P z AN UTILITY PLAN 4. SEE NEXT SHEET, 5 OF 7 FOR UTILITY PROFILES. 5. SEE SHEET 6 OF 7 FOR DETENTION VAULT PLAN, NOTES, AND DETAILS. BURTON F. REANIER, PE, PLS 6. SEE SHEET 7 OF 7 FOR CONSTRUCTION DETAILS. P.O. BOX 2187, EVERETT, WASHINGTON 98203 DATE: 04/19/99 DRAWN: BFR FILE: | SCALE: SHOWN SHT CV4 OF 7 Sh-A-44 Dall PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STAPLES OR WIRE FILTER FABRIC MATERIAL ie Te 2S2x4-14 GA WELDED WIRE FABRIC MIRAFI 140 OR EQUAL OR EQUAL TO REINFORCE FILTER EDGE OF EXISTING ROAD ; ; ; " : 1, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PREGONSTRUCTION CONFERENCE PRIOR TO THE BEGINNING OF ANY WORK ON 50 e E. , a 2. TEMPORARY EROSION AND SEDIMENTATION CONTROL FEATURES SHALL BE IN PLACE AND OPERATIONAL PRIOR TO THE BEGINNING 2x4 DOUGLAS FIR @ \ OF ANY OTHER WORK ON SITE. ret 3. THE CONTRACTOR SHALL REVIEW AND COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION AND REPORT FOR = | : o THE SITE. 4. STOCKPILES SHALL BE LOCATED TO MINIMIZE THE RISK OF EROSION AND SEDIMENT TRANSPORT. ANY STOCKPILE TO REMAIN IN PLACE LONGER THAN 30 DAYS SHALL BE RE-SEEDED TO GRASS OR PROTECTED BY ANOTHER APPROVED EROSION CONTROL METHOD. &. STRUCTURAL EMBANKMENTS SHALL BE COMPACTED TO 95% MINIMUM RELATIVE DENSITY AS DETERMINED BY THE MODIFIED . PROCTOR TEST PROCEDURE. TEST SAMPLES AND REPORTS ARE REQUIRED. vy, 60 e FIN. OR 28 HYDROSEEDING GENERAL NOTES: Pai Ee BACK-FILLED i u 1 1 i anes! ha eae GROUND BURY BOTTOM OF FILTER FABRIC 1. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF SINCHATB. ier ee it Lo. MATERIAL IN 8 1" TRENCH THE APPROVED CONSTRUCTION PLANS, AND CITY OF LYNNWOOD REQUIREMENTS. ) te ate =~ 2. ALL DISTURBED AREAS SUCH AS TESC CHANNELS AND PONDING AREAS, UNPLANTED SLOPES, ETC., SHALL BE SEEDED WITH A a. ZL PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING SHALL BE ACCOMPLISHED USING AN APPROVED ws HYDROSEEDER, OR AS OTHERWISE APPROVED BY THE CITY. | / ae : 3. PREPARATION OF SURFACE. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE CITY. THIS MAY BE EXISTING GROUND : rai / ACCOMPLISHED BY DISCING, HARROWING, OR OTHER ACCEPTABLE METHODS. ft see ES Soar, fed eyes Seeger NEWLY GRADED OR DISTURBED 4, PERWANENT VEGETATION (RAPID, PERSISTENT, LEGUMES) WIL. BE APPLIED IMMEDIATELY FOLLOWING FINISH GRADING. (0# SEED mas ate et NP ce gee . SURFACE — 7 MIN. PER ACRE). SEED SHALL INCLUDE: NCH MIN. DEPTH ROCK BALLAST . SOR eres - 20% ANNUAL, PERENNIAL, OR HYBRID RYE GRASS - PR IER Aeewe . ra malate 40% CREEPING RED FESCUE — ; / SEDIMENT LADEN 2X2-14 GA WWE APPLICATION BY HYDROSEEDING 18 REQ é So ff — CATION BY I§ REQUIRED FOR PERMANENT APPLICATION. 1. INSTALLATION. THE AREA OF THE EXIT SHALL BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER 4 6. FEATIUZER GALL BEASPUEG AT THE RATE OF M00 PER AGRE, 1520:20,(10.8 PER MOUSOET Om EAUVALENT. UNACCEPTABLE MATERIAL. THE GRAVEL SHALL BE PLACED TO THE PLAN DIMENSIONS. ANY DRAINAGE Wz / \ . FEATURES REQUIRED FOR WASHING EQUIPMENT SHALL BE CONSTRUCTED AS PER THE PLANS. WASH — MAINTENANCE OF SILTATION BARRIERS RACKS, IF ANY, SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS. 2. AGGREGATE SHALL BE UNIFORMLY GRADED 4" TO 6" CRUSHED BALLAST ROCK - NO FINES L SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY APTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE PERMITTED. STABILIZATION MATERIAL SHALL BE BALLAST AS PER WSDOT STD. SPEC. 9-03.9(1), OR AS OTHERWISE APPROVED Ae LL ATTENTION SHALL BE GIVEN TO THE REPAIR OF DAMAGED BARRIERS, "END RUNS," AND UNDERCUTTING OF WATER BENEATH STRAW BALES 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER SHALL BE AT LEAST 6 INCHES IN DEPTH. IT SHALL BY THE CITY. SL: . AND BERMS. NECESSARY REPAIRS, OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE BEGIN AT THE END OF THE 60-FT, 3 NCH ATB COURSE, AND EXTEND THE FULL WIDTH OF VEHICULAR ; REMOVED AFTER EACH RAINFALL, AND SHALL BE REMOVED AT ANY TIME THE DEPOSIT REACHES APPROX. 1/2 OF THE HEIGHT OF THE BARRIER EGRESS. THE LENGTH OF THE ENTRANCE SHALL BE AT LEAST 50-FT OF ATB AND 50-PT OF ROCK ° 2 OR 1/2 THE STORAGE VOLUME PROVIDED. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AT THE TIME THE BARRIER IS NO LONGER BLANKET. 1 REQUIRED SHALL BE GRADED TO CONFORM TO THE ADJOINING GRADE, PREPARED, AND SEEDED. 4. VEHICLE TIRES MUST BE WASHED PRIOR TO ENTERING A PUBLIC ROAD IF THE ROCK BLANKET DOES UW NOT EFFECTIVELY REMOVE MUD AND DEBRIS. WASH WATER MUST BE ROUTED TO A SEDIMENT STANDPIPE AND SEDIMENT MAINTENANCE REMOVAL FEATURE. AWASH RACK MAY ALSO BE USED TO MAKE THE WASHING MORE CONVENIENT 8" MIN AND EFFECTIVE. SEDIMENT BASINS SHALL BE INSPECTED REGULARLY TO INSURE THAT THEY ARE STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY 5. MAINTENANCE. THE STABILIZED EXIT SHALL BE MAINTAINED IN SUCH A CONDITION THAT MUD SHALL STABILIZED ROCK BALLAST CONSTRUCTION EROSION OR CONSTRUCTION OPERATIONS. EMERGENCY SPILLWAYS SHALL BE INSPECTED TO INSURE THAT THE LINING IS SOUND AND NOT BE TRACKED INTO A PUBLIC RIGHT OF WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE EROSION RESISTANT. THE BASINS SHALL BE CHECKED AFTER EACH RUNOFF PRODUCING RAINFALL FOR SEDIMENT REMOVAL. SEDIMENT, AT 4-8 INCH STONE, AND CLEANING OF ANY SEDIMENT CONTROL FEATURES USED TO TRAP SEDIMENT EXIT TA THE CLEANOUT LEVEL, SHALL BE REMOVED AND DISPOSED OF PROPERLY. AND DEBRIS. ALL MATERIALS SPILLED, TRACKED, DROPPED, OR WASHED ONTO THE RIGHT OF WAY SILTATION FENCE DETAIL AND / OR INTO ANY DRAINAGE STRUCTURES SHALL BE IMMEDIATELY CLEANED. NOT TO SCALE GaTSeE 2: 1 MAX. EMBANKMENT jag 1 MIN Se ca SLOPE 0.5' MIN. 3 ae Be ANY GRADED SURFACE WITHIN Sf NATURAL GROUND OR fe fh See PERMIT LIMITS, 2 TO 1 MAX. a EROSION FENCE __— a NATURAL GROUND OR i | PERMIT LIMITS { : FINISHED GRADE + EROSION FENCE —~~ | SEDIMENT LADEN FLOW IF SLOPE 1S DOWN N 2x4 D.FIR STAKE, TYP. 2:1 MAX. CUT : Y SLOPE : STAKED & ENTRENCHED STRAW FILTER FABRIC f BALES TOE OF SLOPE TYPh cone EROSION FENCE NATURAL OR FINISHED GRADE STRAW DRAIN GRAVEL OR SPALLS SEDIMENT LADEN CUT AND FILL SET-BACK DETAIL NOT TO SCALE FILTERED RUNOFF MP, T SEDIMENT STORAGE _— Sapa aig 0 § 4-INCH DEPTH, 5/8") CRUSHED STONE PIPE STANDPIPE OUTFALL PERFORATED 3/41N. PLYWOOD COVER FILTER FABRIC FILTER FABRIC SHALL BE MIRAFI 100-X OR EQUAL py: alld CONSTRUCT EARTH BERM AS N_ FLTER FABRIC NECESSARY UNDER GRATE BARE EARTH SURFACE TYPICAL - STAKE BALES AS NECESSARY EXIST. CATCH BASIN TOHCLDGHRRERIN PLACE aa ON STRAW BALE CHECK DAM Ne 4-6 INCH QUARRY ROCK BALLAST LOOSE STRAW PLACEMENT NOTE: LOOSE STRAW MAY BE USED FOR TEMPORARY EROSION PROTECTION BY THE CONTRACTOR, AND SHALL BE PROVIDED AND USED IF DRECTED BY THE PROJECT ENGINEER OR THE CITY. STRAW APPLICATION SHALL BE A MINIMUM OF 2INCHES LOOSE DEPTH OVER THE ENTIRE ; STRAW BALE SILTATION CONTAINMENT CATCH BASIN PROTECTION DETAIL PRTESTED. APR 2 ? 1999 TEMPORARY SEDIMENT CATCHMENT / CONTAINMENT . ae NOT TO SCALE NOT TO SCALE BUMDING DIVISION NOT TO SCALE CIVIL PLANS SE 1/4, SE 1/4, SEC. 4, TWN. 23 NORTH, RGE. 5 EAST SUNSET WA NOTES: ND WASH 1. ALL WORK SHALL CONFORM TO AND SATISFY CITY OF RENTON REQUIREMENTS AND SPECIFICATIONS. GRADING & EROSION 2. SEE SHEET 1 OF 7 FOR CONSTRUCTION NOTES. CONTROL DETAILS 3. SEE SHEET 4 OF 7 FOR CIVIL — UTILITY PLAN. 4. SEE SHEET, 5 OF 7 FOR UTILITY PROFILES. BURTON F. REANIER, PE, PLS 5 SEE SHEET 6 OF 7 FOR DETENTION VAULT PLAN, NOTES, AND DETAILS. P.O. BOX 2187, EVERETT, WASHINGTON 98203 6. SEE SHEET 7 OF 7 FOR CONSTRUCTION DETAILS. 7. LIMITS AND HEIGHT OF ROCKERY ARE SUBJECT TO ADJUSTMENT — TO BE SET IN FIELD. DATE: 04/19/99 DRAWN: BFR FILE: { SCALE: SHOWN SHT Cv3 OF 7 SA-A-9%-o2 PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON An EARTHWORK SUMMARY: CUT 420 CY FILL 579 CY 680. CY BUE CY . (157% CY) | NET FILL REQ’D “4156 CY | 20° 10° 40 (© f = 1.33) So NOTE: ; SCALE IN FEET THESE QUANTITIES ARE FOR THE PURPOSE OF PERMIT PROCESSING BATU — RENTON SANITARY ONLY AND ARE NOT INTENDED FOR CONSTRUCTION PRICING. fi bot.es CHANNEL 386.28 L ‘ THE CONTRACTOR SHALL DEVELOP HIS/HER OWN BID QUANTITIES F / y eed: Ei eee AND PRICES. i / ; / _ “! | TOTAL AREA 25980 SF é / f ~ >. 2 \ } be \ . \ ) J Vn //88.5 LF ROCKERY - TO 3° HT \ 7 . J pence pom EXISTING CONC. PAD / " Yo \ ! TOBE REMOVED PROM. / SaOnSr & to due GUE 136 66 @ 15) OE RUL \ |_-——STABILIZED CONSTRUCTION ENTRANCE ~ . «| REE GAT / 6680x1.7 / 27 = 420 CY CUT 9199x1.5 = 13780/27 = 511x1.33] Jo \ ; S. \ / jie nae = 680 CY Me | u TEMPORARY SEDIMENT CATCHMENT— # 6 ADR SWAN . : z $88°09' 40 E | FG 391. of ° ROCKERY TO 5’ RI7—\__- ee EO OOOO OV OOOO. a \ a } # y\ s ~ ~ F <¢ a TI MA Ld EXISTING SHED = _\ \._ EXISTING HOUSE ( o. apts va Y TO BE REMOVED TO BE REMOVED HELIA a . . ‘ : . . 4q 2 \ t > x ae XS e x : ae} 4 ; 2 ne 7 p | / INV 385.99 N 4 a INV .59 S$ Ut i) . 2s BOTTOM 381.64 > = is r ra fe>) 5 Ke im 2 ie ie WN 5 , vy if vK ‘= G i a vA Lu a | Ean’ | Ou = ° _ i. a Sat ed7s 7 be CHANNEL 385.58 Lil ) ie ge TEMPORARY SEDIMENT CATCHMENT——~ ee | - 389.5 tt 120.077 \ VP ed] if ’ \ a ea aaa ae | \ | Pd RSE IS = 693 SF-FILL @ 2.5’ AVE DEPTH/27 . \ \ Ty if 5 = 435 %/,.33= 5 72cy. ROCKERY TO 3” HT \ ) ot | be = DRAINAGE EASEMENT : TEMPORARY SEDIMENT CATCHMENT | | | g> SC. 744378 PARCEL 7B” 2861 SF — FILL 4.5'/2.25’AVE | bu UU. ar = 238 X 1.33 = 317 CY ~ — a ~ ie tints 2 ro) | cs nee Gi 33" als TYPICAL — EROSION FENCE WHERE SHOWN INV pee 7240x3.5/27 = 939x1.33 = 1248 CY 1 | 00 360 LF SHOWN nom > s) CONSTRUCTION CONDITIONS MAY INDICATE | Yo' se MORE OR LESS DEPENDING ON THE | 6 CONTRACTOR’S OPERATIONS | O | CO | po C HONEY CREEK | | = Cc i= L | veo vv . lone TIES S88°18'20"E | uc) | 00 PUBLIC UTIL Le 9 — > a |= EASEMENT AF. XX. 120.00 | S 8407090680 CIVIL PLANS SE 1/4, SE 1/4, SEC. 4, TWN. 23 NORTH, RGE. 5 EAST NOTES: SUNSET WAND WASH ALL WORK SHALL CONFORM TO AND SATISFY CITY OF RENTON REQUIREMENTS AND SPECIFICATIONS. 1. 2. SEE SHEET 1 OF 7 FOR CONSTRUCTION NOTES. 3. SEE SHEET 4 OF 7 FOR CIVIL — UTILITY PLAN. GRADING & EROSION CONTROL PLAN 4. SEE NEXT SHEET, 2 OF 7 FOR GRADING/EROSION NOTES & DETAILS. 5. SEE SHEET 5 OF 7 FOR UTILITY PROFILES. 6. SEE SHEET 6 OF 7 FOR DETENTION VAULT PLAN, NOTES, AND DETAILS. BG SOX Tes BES a ae Me fs, N 98203 6. SEE SHEET 7 OF 7 FOR CONSTRUCTION DETAILS. : 7. LIMITS AND HEIGHT OF ROCKERY ARE SUBJECT TO ADJUSTMENT — TO BE SET IN FIELD. eres Gusene ee orR FILE: t SCALE: SHOWN SHT Cv2 OF 7 OA-A-949-0a4 CD : IN I T JO B NO : PR O J E C T ST A : ST A T I O N PA P E R SP A C E : YE S PL O T SC A L E : PL O T _ S C A L E PL O T _ D A T E PL O T DA T E : XR E F : C: \ NOTES/COND ITIONS: APFLI CANT: CONT ACT : GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CCCE (KCC), ROAD STANDARDS (KCRS) AND THE CITY OF RENTON 'S CONDITIONS CF PRELIM NARY APPROVAL. IT SHALL BE THE SOLE RESFONS! BILITY CF THE APPLICANT AND THE PROFESSI CNAL Cl VIL ENG NEER TO CORRECT ANT ERR CM SSION, OR VARI ATION FROM THE ABOVE REGU! REMENTS FQUND IN THESE PLANS. 2. APPROVAL CF THIS ROAD GRADING AND CRAINAGE FLAN DCES NOT CONSTITUTE AN APPROVAL G@ ANT CTHER CONSTRUCTION leg DCYESTIC WATER CONVEYANCE, SEWER CONVEYANCE, G4S, ELECTRICAL, ETC) 3. EBEFCRE ANY CONSTRUCTION CR CEVELCEPENT ACTIVITY, A PRECONSTRICTI CN MEETING MUST EE HELD pas CCES's CEVELCErENT | NSFECTI ON UNIT, THE A4FFLI CANT, AND THE AFFLI CANT'S CONSTRUCTION REPRESENT ATI VE. 4, A COPY CF THESE APPROVED FLANS MIST BE ON THE JCB SITE WHENEVER CONSTRUCTION 1S IN PROGRESS. 5. CONSTRUCTION NO SE SHALL EE LIM TED AS FER KING COUNTY CCCE (SECTION 12, 86), NORMALLY, THIS 1S Tam TOIDpm., WEEKDAYS ADS am TOIDp.m. CN WEEKENDS. 6 1T SHALL BE THE APFLI CANT' S/COCRD NATOR S RESPONSI BILITY TO CBTAN ALL CONSTRUCTION EASEMENTS NECESSARY BEF CRE I TI TI ATING CFF-SI TE WORK WITHIN THE ROAD RIGHTS CO WAT. 1. FRANCHI SED UTILITIES OR OTHER | NSTALLATI CNS THAT ARE NOT SHOWN CN THESE APPROVED FLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET CF PLANS THAT MEET ALL REGU! REMENTS CG KCRS CHAPTER & ARE SUEM TTED TO THE CCES' S CEVELCFMENT | NOFECTI ON UNIT THREE DAYS FRI CR TO CONSTRUC TON. 8 DATUM SHALL BE CITY OF RENTON SANITARY SEWER. 9. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT CF WAT CR 4FPROFR ATE CRA NAGE EASE- MENT, BUT NOT UNCERNEATH THE ROAQUAY SECTION. ALL GROUNDUATER SYSTEMS MIST BE CONSTRUCTED IN ACCORDANCE WITH SECTION BI 3.22 CF THE APWA STANDARD SFECI FI CATI CNS. 1Q ALL UTILITY TRENCHES SHALL BE B4CKFI LLED AND COYPACTED TO 95 FERCENT CENSI TY. ll. ALL ROAQUAT SUBGRACE SHALL BE BACKFI LLED AND COYrPACTED TO 35 PERCENT CENSI TY (WSDOT 2-e, 3). 12. OPEN CUTTING CF EX STING ROAQUATYS 1S ALLQUED UNLESS SFEC FI CALLY APPROVED Br CCES AND NOTED ON THESE APPROVED PLANS. ANY CFEN CUT SHALL BE RESTORED IN ACCORDANCE WITH APWA SPECIFICATIONS. 13. THE CONTRACTOR SHALL BE RESFONS! ELE FOR FROM DING ACEQUATE SAFEGUARDS, SAFETY CEV CES, Senet VE EGUI FMENT, FLAGGERS, AND ANY OTHER NEECED ACTIONS TO PROTECT THE LIFE, HEALTH, AND AFETY CF THE FUBLIC RECCOTENCED CONSTRUCTION SEGUENCE: FRECCNSTRUCTI CN MEETING FLAG OR FENCE CLEAR NG LIM TS. FCST SIGN WITH NAVE AND NUMBER INSTALL CATCH BASIN FROTECTI ON, IF REGU! RED GRADE AND | NSTALL CONSTRUCT! CN ENTRANCES). INSTALL FER METER PROTECTION (SILT FENCE, BRUSH B4RRER ETC ) CONSTRUCT SEDI MENT FONDS AND TRAPS. GRACE AND STASI LI ZE CONSTRUCTION ROACE. (9) CONSTRICT SURFACE WATER CONTROLS (INTERCEPTOR 01 KES, Fi FE SLOPE DCRAINS, ETC) S| MULTANEQUSLY WITH CLEARING AND GRADING FOR FRQOECT CEVELCFrENT. (1Q) MAINTAIN ERCBI ON CONTROL PEAUSRES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER S RECCYMENDSAT! CNS. Cll) RELOCATE ERCSI ON MEASURES CR INSTALL NEW MEASURES SO THAT AS SI TE COND TIONS CHANGE, THE ERC6I CN AND SEDI MENT CONTROL 1S ALWAYS IN ACCORDANCE WITH THE KING COUNTY TESC MINI MUM REGUI REMENTS. (12) COVER ALL ARE4S THAT WILL BE UNWORKED FOR MCRE THAN SEVEN DATS DIRING THE CRY SEASON, CR TWO DAYS DURING THE WET SEASON, WITH STRAW WOCD FI BER MILCH, CCrFCST, FLASTIC SHEETING OR EGui VALENT. (13) STABILIZE ALL AREAS THAT REACH FINAL GRACE WITHIN SEVEN Déys. (14) SEED OR SCD ANY AREAS TO REMAIN UNWCRKED FOR MCRE THAN 32 DAéyS. (15) UPON CCOYPLETI ON CF THE PROJECT, 4LL Dl STURBED AREAS MUST BE STASI LI ZED AND EPPS REMOVED IF APFPROFR ATE. PR ER N E , FN OC R YI P GD W S — ew WV e Y WY WN STRUCTURAL NOTES: (1) THESE PLANS ARE APPROVED FOR STANDARD ROAD AND CRA NAGE | MPROVEMENTS CNLY. PLANS FOR STRUCTURES SUCH 45 BRIDGES, VAULTS, AND RETAINING WALLS REGUI RE A SEPARATE REV EW AND 4FFROVAL Br CCES FRICR TO CONSTRICTI ON. (2) ROCKER, ES ARE CONS! CERED TO BE A METHOD G& BANK STABILIZATION AND ERCEI ON CONTROL. ROCKER ES SHALL MOT EE CONSTRUCTED TO SERVE 4S RETAINING WALLS. ALL ROCKER ES SHALL BE CONSTRICTED IN ACCORDANCE WITH APPROVED DETAILS IN THESE PLANS. LEGAL CESCRI FT 1 CN KING C& SHCRT FLAT 3719262 RECCROES CF KING COUNTY, TRACT 2, FEC NO 82261 22692, WASH! NG&TON. DATUM AND EBENCHTLORC DATTUM KCAS (1929 MSL) TEM: EX] STING SSPH AM 13. 10 (NEAR M D-WEST BOUNDARY CF Si TE) INVERT 62. 5O CONE CALL NUMEER CUTILITIES): 1-800-424-5555 GL.4 SEC !2, T. 2€N.,R 4E., W ENG! NEER’ S NOTES: 1. ALL WORK ON THIS FROUECT SHALL CONFORM TO AND CCOrFLY WI TH THE SFECI FI CATIONS, STANDARC6, AND REGU! REMENTS CF THE CITY OF RENTON DEPARTMENTS OF PLANNING, PUBLIC WORKS, AND UTILITIES aie rigs x WASHI NGTZN AGENC] ES AND CFF! CES WI TH THE CONTRACTOR SHALL KNQU AND COYFLY WITH ALL REGU! REVENTS FOR THIS FROECT THAT CER VE FROM THESE AGENCIES, AND SHALL HAVE CURRENT COPIES CF AL SUCH REGU! REMENTS CN THE JCB SITE FOR REFERENCE WHEN WORK 1S IN PROGRESS. 2. THE CONTRACTOR SHALL CONTACT ALL GOVERNIENT CFF! CES AND UTILITIES NLT 15 DAYS FR OR TO START GO WORK AND ARRANGE FOR LOCATI CN CF EX STING UTI LI TIES AND FRE-CCNSTRICT! CN CONF ERENCES. 3. THE CONTRACTOR SHALL CCYFLY WI! TH AND SAT! SFY AL TERS Ce FERM TS AND AFFROVALS | SSUED BY THE CITY OF RENTON ANY CTHER GOVERNIENT CFF! CES AND UTI LI TI ES. 4. THE CONTRACTOR SHALL NOT ENTER THE FROQJECT LANDS AND EEG N WORK UNTIL SAT! SFACTORY EVI CENCE CF! NSURANCE, FERC TS, AND ANY REGU! RED BONDING HAVE SEEN RECE! VED AND APPROVED BY THE QUNER AND THE CITY. 5. UPON NOT! CE TO PROCEED FROM THE QUNER THE CONTRACTOR SHALL SCLELY EE RESFONS!] BLE FOR THE SITE AND FROTECT! ON CE THE FUBLIC WITH REGARD TO THE WORK THERECN. & ALL MATER! ALS FOR THIS WORK SHALL EE NEW AND SHALL CONFORM TO THE RENTON REGU! REMENTS THEREF CEE. 1. THE CONTRACTOR SHALL FROVW CE A LEGAL, FERC TTED S/ TE AWAY FROM THE FROUECT LANDS FOR OD SFCOA. GO UNSU! TAELE, SURFLUS, AND WASTE MATER ALS REMOVED FROM THE SI TE. & THE QUNER SHALL FROW CE CNE (1) SET CF CONSTRUCT! ON STAKES FOR EACH FEATURE TO EE CONSTRUCTED THE CONT RAC- TOR SHALL USE SAID STAKES AND SET HI S/ HER QUIN CCNSTRUCT! CN MARKERS, AND SHALL FROTECT AND PRESERVE THE CCNSTRICTI CN STAKES FURN! SHED BY THE AQUNER ANY FREPLACErPENT CF CRI G NAL SURVEY STAKES SHALL EE AT THE CONTACTCR S EXFENSE. 9. THE CONTRACTOR SHALL FREPARE AND FURNI SH CNE SET CF AS-EUI LT CONSTRUCT! ON DRAWINGS TO THE CITY OF RENTON. SFEC! AL WETLAND EUFFER NOTES: THE WETLAND BUFFER WILL EE MARKED SY THE FROVECT SURVETOR FRI OR TO THE EEG NNI NG CF CONSTRICT! CN WORK CN 81 TE. THE CONTRACTOR SHALL INSTALL A CONSTRUCT! CN FENCE CN OR CUTS! CE CF THE LINE CF MARKERS, AND SHALL NOT ENTER THE WETLAND BUFFER FOR ANY REASCN. THE QUNER SHALL FURNI SH, AND THE CONTRACTCR SHALL | NSTALL FERMANENT WETLAND S$! GNS AT LOCAT! CNS CES! GNATED Br THE SURVETOR AND APPROVED BY THE CITY, AT THE TI ME THE BUFFER FENCE |S REMOVED | NCDEX TO FLANS: SHEET | COVER SHEET SHEET 2 GRADING EROSION CONTROL SHEET 3 GRADING/EROSION CONTROL DETAILS SHEET 4 UTILITY PLAN SHEET 5 UTILITY PROFILES SHEET & DETENTION VAULT PLAN SHEET 7 CONSTRUCTION DETAILS Vicinity Map Scale I"= NTS NO R T H Site Plan Approval Approval of these plane Is For construction of road and drainage Improvements, site drainage & grading and temporary erosion control In unincorporated King County only, These plans do not authorize any other utility approval or improvements proposed In any State right of way. Site plan approval is void If the commercial building permit hae not been obtained or renewed within two years of approval. Suedivision plan approval ls void If the Final plat Is not recorded prior to the preliminary plat approval expiration. 98 2 2 04 / 1 9 / 9 9 DA T E : FI E L D B O O K : PA G E : OR A W I N G NO : Sw w e c 1 1 3 cy i FI L E C O D E EV E R E T T , WA S H I NG T O N PQ BO X 21 8 1 42 5 33 3 82 2 BU R T O N F. RE A N ! ER FE , LS Soils Map Scale |"=nrs FLEASE REFER TO USSCS KING COUNTY AREA SOL SURVEY, M4P~ - SAL TYFES: SKETCH: AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Construction Plan Approval Other Construction Permits Received Right-of-Way Use Permit Grading Building/Structural Other Emergency SI! Police-Fire-Rescue Notice Required Contractors shall notify operatore who maintain underground utility linge in the area of proposed excavation or blasting at least two business days, but nol more than ten working clays prior to commencement of excavation or Gamolition in accordance with RCW Title 12, Names and te! numbers of the operators of underground utility lines In this project appear below. These numbers shall also be used to serve In an emergency conditions as required, Prone CITY OF RENTON Sanitary Sewer CITY OF RENTON Water District FUGET SCUND ENERGY Gas Company 4 Power Company US WEST Telephone Company | 888 321 1179 425 452 1234 EXT. 82-6525 226 3002 6432 Call Before You Dig DIAL-A-DIG 1-200-424-5555 RECOMMENDED FOR APPROVAL Date Engineer Plan Reviewer Engineer Supervisor Traffic @ Planning Engineer Structural Review Engineer APPROVED FOR CONSTRUCTION Notes L The Developer is required to notify the Land Use Services Division, Land Use Inspection Section (206) Yess esses es's'e's, 3 days prier to the begiming of construction for a preconstruction conference and specifically requset Inspection before beginning: A. Installing siltation and erosion control measures B. Clearing and grubbing &: RSCSeESa of any unelerground utility E. Ssfore placing subbase, base or paving eurfaces F. Inetallation of any forme or placing any concrete 2. A permit must be obtained from the office of the Resicient Enginger, Wachington State Department of Transportation, before any construction {9 started on any exieting state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding Information Restoration Bond Amount $ Performance Bond Amount $ bs : 9 2 9 Name ne o g A064 oOoc Address and Zip Code 0 A Partnership O An Inedivicual 2 =, 8 5 5 = Name Phone é6¢ OF oa Address and Zip Code O A Corporation 0 A Partnership O) An Individual Bb 5 = Y 2 Name Phone bs, 0 08 $i O OF Address and Zip Code APR 2 2 1999 BUILDING DIVISION SheetNlof 7 c \ FI L E N A M E : Sn 8-94 DAY oe SU N S E T WA N D WA S H IN F O . 14 9 5 UN I O N AV E N U E SO U T H E A S T RE N T O N , WA S H I N G T O N CI V I L CO V E R SH E E T & CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . Gr e g g Zi m m e r m a n P. E . , Ad m i n i s t r a t o r VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 SC A L E : | ON E IN C H IF NO T ON E IN C H SC A L E AC C O R D I N G L Y BU R T O N F. RE A N I E R DE S I G N E D : SU R V E Y E D : BU R T O N F. RE A N I E R DR A W N : BU R T O N F. RE A N I E R CH E C K E D : AP P R | sn o : DA T E BY RE V I S I O N NO . CO P Y R I G H T 19 9 8 AR C H I T E C T U R A L DE S I G N & CO N S U L T I N G , L. L . C . , AL L RI G H T S RE S E R V E D SITE INFORMATION ‘ely e , iw CONSTRUCTION TYPE: V-N f as E ZONING: CN CENTER NEIGHBORHOOD z SITE AREA: 24,886sf c EXISTING IMPERVIOUS SURFACING: 1,703sf 6.8% Zz PROPOSED IMPERVIOUS SURFACE: 22,513 90.5% = .- || 66 NEW DEVELOPEMENT ON SITE: 23,902sf 96.0% < >. |B5 NEW. PAVING: 18,398 73.9% ra} Q\S LANDSCAPING: Six lO|2 ON-SITE: 1389sf 3 E 3 co NORTH NATURAL. VEGETATION: 9B4sf 5/4|5/ 2/2 OFF-SITE: 144sf PROPOSED BUILDINGS: 4,115sf 16.5% f Sw 20 WANDWASH: 3,247sf | 4 ee ee DETAIL SHOP: 868sf Ist Fir / 367 a Fir = REQUIRED SETBACK: 10’0” MIN. 150” MAX. (FRONT SCALE T = 20°-0° PROPOSED SETBACK: 100” (FRONT) PARKING: g STANDARD STALLS 3 VACUUM STATIONS 6 LEGAL DESCRIPTION RE V I S I O N RE V I S E SI T E LA Y O U T PE R OW N E R S 2) Z fe) TAX PARCEL NO. 042-305-9062 2 THAT PORTION OF THE WEST 259.17 FEET OF THE EAST 289.17 ad FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER 4 OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF SOUTHEAST RENTON—ISSAQUAH ROAD; EXCEPT THE NORTH 520.40 FEET THEREOF; “s ALSO EXCEPT THE SOUTH 313 FEET AS MEASURED ALONG THE HIS | EAST LINE THEREOF. |= \ ke \ / S \ An. ~~ ede, EXISTING CONC. PAD ‘i a weer [TRASH ENCLOSURE ee gal 7 ‘a LEGEND \ i ee i a ss AN aS i i i a al ae oe < AREA LIGHT [<] ELEC. VAULT ‘ aa %% FIRE HYDRANT + LIGHT POLE De ee ee er i ge eee Ye #4 = WATER VALVE TRAFFIC SIGNAL VAULT c EXISTING HOUSE fe Te Ea — WATER METER <—@ GUY POLE 2 | eee a Pia © SEWER MANHOLE ® POWER POLE EXISTING j - ; 124'-Q" Bcc : ] Zz. eHED 10 BE | Co : Gare cee . ? Pers | © STORM DRAIN MANHOLE @ POWER POLE W/ UGP 20'-a" le'-8" —-1—— Ie'-8" — 15'-B8" le'-8" le'-a" tetigw: +1 * A a @ WATER LINE MANHOLE = ms ; “ at | | 6 On Be i e | < % AY Vi AY V || BAY I | hap heal = Li a |] | BAM | Be v gaa | ahi 2 VICINITY MAP = Se eee mame . ere generat 3 4 ~ aD Cc + 12-0" =| _ — \WANDWASH SS 8 ’ DETAIL BAY 2 me ~. . “ | 3,247sf >... a & OFFICE . NORTH V) "4 k B68sf 1st FLOOR one i 367sf 2nd. FLOOR i VACUUM STATION “" anit ay : me es Ses den asa ta Sidesicsas eo) oes es ea ) / f - df : | Cee NP ee eS el - ” Sige a . a 250:17" S$ BN26'27" Ee ae. | ie is Bu BS oe g3388 E ge<2 | — peg CREE Ess ‘ne Ct % aS rT aR 8 ine DEVELOPMENT PLANNING CITY OF RENTON APR 2 2 1999 RECEIVED SHEET LUA-99-024, SA-A, BOF |” 4h W-99 0A — aa n Se cs LI Z S - B v E (S t y ) ud ae se v AG GI D I H D eT £0 7 8 6 VM ‘3 3 2 1 0 4 3 : pa s e g ue | Ag NM V A C SN O I L V A I 1 5 YO d A L X 4 pa l l ak : 5 ee e a xa NO I S I A T S ai v a [O N US e A A P u r M JO S U N S uS i s a q je I m o e N y a y 5 ie Qn 2 ‘O I N I DN I M V A C SN O I S I A R Y <6 $1 = > aa ae te =O « e e n )s ci : o ° 4 Z 0 a SS i ty LL J = < uw ) | [o D Ry ) \ > E i ad 6 < = < c ae @ E a : 7 a \ f z ? nS < | c SS 3 LJ aS r 2 ”; \ g e2 0 0 82 5 HP Z : 2 = nn % r i Fy = Ms , O Z LC SHAADI Oa$ DETAIL SHOP EXTERIOR ELEVATIONS G3 A N 5 S S Y SI H TV “O T T "O N I L I N S N O D % NO I S S C IW Y E N L O S L I H O N Y 86 6 IH S I A d O O SL L 9 6 WE W N N so f Zz uO Su R Y s e A ‘U O US Y 2} Ad G3 A O U d E Y ce n a ai g sa LL 7 S - B v E (S Z r ) 4d r- 36 aR a V A GY O 3 H D ye n oe £0 7 8 6 VM 33 0 0 / 3 Bz po n s vt | aa va d SN O I L V A M 1 S 9 LN O A V 1 “D A T E au e ] mo w e d L0 / s 5 BB uy “S u N n j n s u o fe EY so i Xi NO B I A T ui v a _ [ O N US E A A P U P / \ }O S U N S eg ee ie 5 S #8 ‘O J N I DN I M V A C SN O I S I A I Y = & § Q Q Q : ; z + ? s _ of BQ } x / 4 li g BS Sy - 4 4 ~ 3 om | 3 i] - 8 aN 2 S- b} ~. \ HE F TH A & HH H H H H H H ! HA H HE H E H E HH H , EH H HE HH HH HH H H H H H EE E EE H EH HE H E ) HA H A H HH H HI HH H H H H H H H HH ! HH H AH H H FH H H H H H H H H H H TH H H H HH H HE L ET Sy a g e g e e g e Ly PH TH H HH HH 7 FH H HH H HH H _ O O = = s < = cf rn rn ho o n : Z a “ ! | | | - : ) C) 8 8 re * Ww Ww W : - : : - >| 2 °) *) ) AY Lj o co ") 7 nO ~ - , O Z —— n@ O - , G rr nB - , Gl 0 wh a >| 2 o <s 5 a Q LU _ a ® >| 2 F 3 zs 5 9 es Py t Ia i i 3 a5 , ~ - 4 DS ND 2 a as ie rx ] it e O ! HU HH H H H H H H H H 3 AF pe e . v Cy 2 = Bo a 1 & tf — ee ‘ >| : my ly | aa a TH E A 2a 9 pi l e Q Sh TH H H H H 1 IH H H H H HH H H H H ] €2 N N © Fr e e , ‘ ~ N PC L P L A T L P LP L ai 1 \\ e | HA AL A A ‘ HY Se RH H H E HE H E H E ZU h HH H H H H HH H H H “ io , ee e Py 9 WE S ) i) ©) mw | “T t Sy ee e Y | ho AR \, HH H HA E AH H 8 ol ) o Ze ) <5 : O ° a: 8 <z Q cn a i of ) Q Q ® LU L | “* t * nS 12 “ — no 7 , . 9 Z - | 1# O - . 4 ~~ n2 - , l n@ - , OZ = 6 > A 3 UO Zz Z : la a yr a] » 8 fe ) 6 > | D> fe ) 3} — — a; 0 e} z < < Tc ] O; # ws ol e r1 / > ] 2 rf rf =| ” z/ 3 a ] ¥ _ a og or Fe d al s 21 0 w/ o ] & = = Zi a m a4 =) Se . 8 2) O = U ii Zz ve ) [e o ] za CN I D 3 1 | 4 [ Zi \\ 24 ' - 1 1 " UML, | ZZ XW a L L OX Dd 2 / / Yi <7 WLLdiillidddda ' -@ " 25'-@" Yi 2'-@" | 1o'-o" L 5'-o" i 1o'-o" = 3'-o" 29'-g" 35'-g" DETAIL SHOP FLOOR PLAN SCALE 1/4"=1'-0" OFFICE FLOOR PLAN SCALE 1/4"=1'-0" 28'-@" 1B'~o" 22'-2" + -—_—— 4'.9" —__+_____ 8'_.g!" 4'-g" ——_} Q F r Ps & » Y% nl 4 COLOR et i : a area PEARL WHITE rs) rs) a & - 2 r F 2 ges BURGUNDY 9 9 C\) a = x NOTE: WINDOW FRAMES TO BE ANODIZED ALUMINUM ' wn te y| | fs i . + 0 a ny ra af N| R| : ‘ I | 9 y ¥ 9 I § & r_] 0 9 9 9 Q Q S g Q 4 , i g & a = 9 5'.g9" Oa) Q a] OO) Da) }'-4" 2'-4" |'-4" ‘| ‘| J : = [4 \__ re / rep tererne —DF'TAIL SHOP st 9 a ne af | = CITY of ee | x i NY OF RENTON 7 G REC yen ia) A in ~ . = s A Pe “i l L_l I 8 9 fT PR 2 2 1999 t x 9 we HK MINS DIVISION, | | | . 1 ij bs neal Oy) z X 2'-@" 1d'-@" 5'-@" Ia'-2" K— 3'-6" 4'-@" 3'-B" —ft—— _ 4'-@" 3'-2" 4'-@' —_j—- 3'-6"" — K— 3'-9" 29'-Q" 25'-o" 35'-@" 29-2" SA-A-99 -OAY PialBly 1A slnlsligls Elel§lgle 8 YQ é i S| | lal BI. igleleis SES /zlElg lS O\g g g i ” Co. SO} OTsé shan a oe SSty woes Gti g cQ" 5 Fa) Ar c h i t e c t u r a l De s i g n an d Co n s u l t i n g , In c . 57 0 7 Pa r k v i e w La n e Ev e r e t t , WA 98 2 0 3 ph (4 2 5 ) 34 8 - 5 2 7 7 eC CO P Y R I G H T 19 9 8 AR C H I T E C T U R A L DE S I G N & CO N S U L T I N G In c . AL L RI G H T S RE S E R V E D NORTH & SOUTH ELEVATION SCALE 1/4”=1'—0" EAST ELEVATION _ «eet ELEVATION siMILAR SCALE 1/4"=1'-0" SHEET BD1°o 1 PERMIT SET ONLY NOT FOR CONSTRUCTION}