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HomeMy WebLinkAboutLUA 87-107- Large Format City of Renfen: igen, nent diahington” DEDICATION Ri eh HE BlES TS RT Yo: DESCRIPTION DECLARE THIS PLAT AND DEDICATE TO THE USE OF THE PUBLIC =z." ree ee ee THAT PORTION OF TRACTS 183 AND 184 OF C.D. HILLMAN’S LAKE! ee ee a STREET SEN SAN He AGRON, TS I TY Oe ; CAT. a . * CCORDING TO THE PLAT THEREOF wo 44th RECORDED IN VOLUME Ii OF PLATS, PAGE 8, IN KIN eo ~~ ' G COUNTY, | NE a MO,=27°0O1'03" -ioist00 += WASHINGTON, LYING EASTERLY, SOUTHERLY AND WESTERLY OF CERTIFICATION \06. R=308 10' PRIMARY STATE HIGHWAY NO. | AS CONDEMNED FOR HIGHWAY 3 | aa Frid: ieatamsk Meal r : PURPOSES BY THE STATE OF WASHINGTON UNDER KING COUNTY : | OUNTY WE HEREBY CERTIFY THAT WE THE UNDERSIGNED ARE THE OWNERS (Also PK nail 0.14’ L=145 28' SUPERIOR COURT CAUSE NO. 613780, INCLUDING THAT PORTION IN FEE SIMPLE OF THE LAND HEREBY PLATTED IN THIS SHORT PLAT. || \_ End, ramset nail easterly) . <. OF COUNTY ROAD VACATED BY ORDINANCE NO. 2Ill OF z (Also hard nail oO THE CITY OF RENTON. ae 0.17’ easterly } & 2 ‘| S 6 , 1016 +00 a8 Fnd. 4 R/W Pes 7° ‘e : PRESIDENT- EXIT 7, INC. a alg Seo acai = id. 5 BASIS OF BEARING IS THE WwW A=13°55'29" > 8> € eS k WASHINGTON COORDINATE ACKNOWLEDGEMENTS =|. R=308.10° a | : SYSTEM, NORTH ZONE. STATE OF WASHINGTON 10’ Pedestrian Easement — “0 fa ree a # COUNTY OF KING to the City of Renton Tho ae ey @) a3. % | HEREBY CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT o}— Oe is SIGNED THIS INSTRUMENT, AN OATH STATED 5 Ou: > &% THAT (HETSHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED a > is TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND in asl Be ; PURPOSES MENTIONED IN THE INSTRUMENT. i en N 88°45'09" W mr : 3 ee ae DATED ~ Oo ot US FE Pos SIGNATURE. OF os ne =5qo NOTARY PUBLIC = 2 s ay vet 16 Na MY APPOINTMENT EXPIRES ed at | a EP bees 3 - < : HS con Ben ee oS «x ne 2 9 as es iis Bass Flies peeve oee = oe Ss ar oes: JA 0 KING mer d . ae \ | HEREBY CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT = ~ Ww N 88°45'09" W 138.46' F SIGNED THIS INSTRUMENT, AN OATH STATED ae 2 = THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT, AND ACKNOWLEDGED oc — TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND ge t|- 3 PURPOSES MENTIONED IN THE INSTRUMENT. . >= mg y p fe a ge DATED Ww 2) z|o o Sy. I51.78' 7a] SIGNATURE OF Oo NX) \ NOTARY PUBLIC a av) / / ‘ (9) ' iT) f te] MY APPOINTMENT EXPIRES ne N ae Public Utilities Easement S Ol 40 27 W ‘sae é] = ve 9.87 Fnd. 4" sq. conc, R/W APPROVALS marker E. 0.5’ Sa 10 Easement for ey v4 Lij i’ PedestladcEemt x J and other Public Purposes WY EXAMINED AND APPROVED THIS____DAY OF_____A.D. 198. to the City of Renton ©: 2 Reserved by City of Renton / To Bi to be dedicated upon ae Ordinance No. 2II| —- - recording of this - l / DIRECTOR, DEPT OF PUBLIC WORKS short plat / 15! utility > i ; 4X Esmt tobe \ Q EXAMINED AND APPROVED THIS___DAY OF ___A.D. 198. Os N granted to the \ tro \ w i fi gS ae: City of Renton Re) Xe Re be & TRAFFIC ENGINEER Q) upon recording * Fes 0 sa Ae this 5 plat ~ é x Fd EXAMINED AND APPROVED THIS___ DAY OF ____A.D. 198. \X i \ 2 ZT /> 217.50, \ \ x [€ HEARING EXAMINER Me WS oe “\. 405.00 . ae EXAMINED AND APPROVED THIS DAY OF ) Siac 147. A.D. 198. ae ro N 88°45' 09" W id : = ce MM _ So. line of the SE 1/4. iS Ae inter vse agg 552.49) : Satie: 0. line O e n na ae ; rad KING COUNTY ASSESSOR a P Fy TS’ liom avese. | N c 43rd STR 3 EF 10°48" per eg O me fe 32 Conc. Mon. wi brassie S 88°45'09" E 653.29' Monument to Monument 652. Sag cess ace ea "2 3a : i Srnec ion EEE | RECORDER'S CERTIFICATE | SURVEYOR'S CERTIFICATE OO MURS Bar ” ausen Fnd. Mon. in case cee iled for record thi day of I98_ at re; OF WAS, Sen Cc LEGEND intersection SHT Eee ove -eeoed. Yue mean. Biss gh THIS SHORT PLAT CORRECTLY REPRESENTS A <%|| Consulting Engineers inc.|; ———— Min book of. Surveys | Ot AGGS aaa IN_ CONFORMANCE WITH THE REOI IREMENTS OF CACE: We Moning. Survey 6 Engineering ee cy MONUMENT ENCASED AS NOTED | be etek Fay ties, a uke 7 fo) CORNER SET, RECEIVED - BOUNDARY LIN' bs i ie ‘ : | : GENERAL NOTES: 4, / $ 37 McDonald’s Road Sign and Base are by the Sign Contractor. Conduit and Wiring are by the General Contractor. Bases, Anchor Bolts, Conduit, and Wiring for All Other Signs are by the General Contractor. %'’ Empty Conduit to Locations Shown at the Lot Peri- meter for Lot Lighting is by the General Contractor. Lighting Fixtures, Bases, Poles, Conduit, and Wiring are by the Owner/Operator. Bases for Flagpoles are by the General Contractor. Anchor Bolts are by the Flagpole Supplier. PL A N AP P R O V A L S : Si g n a t u r e : / ( 2 re q u i r e d ) CO - S I G N SI G N A T U R E S : | c A4 tH 2f- | ae ee Y Se Se rn eae cates os BRR so . Proposed Utilities are Shown in Schematic Only. Exact Locations shall be Field Determined to Allow for the Most Economical Installation. . The Contractor shall Coordinate with All Utility Companies to Determine Exact Point of Service Connection at Existing Utility. Refer to the Building Electrical and Plumbing Drawings for Utility Service Entrance Locations, Sizes, and Circuiting. ee, 70-5A “if “AIELCOME —_, Op e r a t i o n s De p t . hy fe li a X 4 We r e = Re a l Es t a t e De p t . Re g i o n a l Mg r . Co n t r a c t o r All Elevations Shown are in Reference to the Benchmark and must be Verified by the General Contractor At Groundbreak. Finish Walk and Curb Elevations shall be 6’ Above Finish Pavement. All Landscape Areas shall be Rough Graded to 6” Below Top of All Walks and Curbs. Finish Grading, Landscaping, and Sprinkler Systems are by the Owner/Operator. © 19 8 6 Mc D o n a l d ' s Co r p o r a t i o n . "ga. 70-SA “DRIVE _THRU, | i Srihecr™ | PAVING SPECIFICATION: (Minimum 3” Total Compacted Asphalt Thickness.) 3" ASPHALTIC CONCRETE ON 4" CRUSHED Rock BASE. ASPHALT SECTION TO CONSIST OF BASE LIFT OF ZY¥z" AND WEARING GURFACE. OF i¥z". COMPALTED TO 3". SEE 6P-4 FOR COMPLETE TFAVING SPEC. re p r o d u c e d wi t h o u t th e i r wr i t t e n pe r m i s s i o n . = Note: McDonald’s Engineer Reserves The Right To Request A Compac- tion Test And/Or A Core Sample. If Tests Prove Correct, Per Above Specifications, Tests Will Be At The Expense Of McDonald's, Otherwise, G.C. Wl Bs Gata oe I thi ees pees see ‘¢ ha sae a> hay a ee eee a ee apiameeee - eN Ee eo <4 Th e s e pl a n s an d sp e c i f i c a t i o n s ar e th e pr o p e r t y of Mc D o n a l d ’ s Co r p o r a t i o n an d sh a l l no t be i eae ; EZ E R LOT LIGHTING RECOMMENDATION: = Mc D 14 5 3 3 Note: Electrical Contractor To Circuit Lot Lighting As Noted. W/ E N C L O S E P D FR , AN D AT T A C H E D Me DO N A L D S 37 - F / 8 9 41 4 ' F PARKING INFORMATION: aaaeneneuee i COMPACT eel a STANDARD 34 % eta, | 4 UTILITY INFORMATION: Size: Type: Location: Sanitary Sewer MH. WEST <iDE OF PROPERTY Water Pl a n Ch e c k e d As - B u i l t Dr a w n Storm Sewer DitCH WEST OF Fe Neat he Piace &. | PS Ba Electric PL A N ST A T U S : Gas SURVEY INFORMATION: Rae am. at = oe sta is Se: % Se ee a hypcr - De ( Prepared By: BARGHAUSEN CONSULTING | ere ee ENGS.iNC. / KENT, WA. CONC. PAL ri A’ x 27’ TRAGH NORA 14)/ Dated: MARCH is: i987 5% 7’ MENU BD W/SPEA RET e Le tg Se Ad 5 hdd jO - 1 2 > 8 7 |\ P L H - Al VAY KIS c : LUANG AD LEGEND: / DE TE CTOR 2g. 2 PAP 4D : UK LOOT € DETECTOR LOOP FOR FUTURE po Sanitary Sewer Gas G T 4 J Water Lot Light @—@ P:30 Storm Sewer Existing Elevation (76.5) | Electric Proposed Elevation Ee L O g . De s c r i p t i o n e e . Pr e l i m i n a r y Dr a w n Re v i s i o n s = MO E tp s . FO R W A R D 12 : ' 2 | Se v i c e PA R K I N G 2 LA n p e c a r e | 7- 1 5 - 8 7 |s u r | 9 KE V ! 3 REGIONAL DWG. NO.: PoEA 1@5D : : ; | STREET ADDRESS: NE 447! 266 80™ or (ExT 7) CITY: STATE: RENTON, WASHINGTON CORPORATE DWG. NO.: COUNTY: i ee KING SA-(07-87 ————— —— a Ae ” se m e : ya r : 2 am e t cm t ~ Mi t ce e d ma t t ec t a te ec t el i 7 ee ee AV E © MO M SR E =O Mis ExicTivie “a Laas A he e st e Sa p : le l ts > ¥ e TF = * es ATRIUM, apririon. ZX, ARD.=.60'. COME; FA: SIPE Ptaog. ADDITION 2. 3. t s 6. 6. 7. 8. 9 10. 1). lé. 3, "These Plans & Spévifications Are The Property Of MeDonald’s_ Corporation; One MeDonald’s -Plaza, Oak Brook, Hlinois 60521 & Shall Not Be Reproduced Without Their Written Permission. It Is The Responsibility Of The Contractor To Meet All Requirements Of State, Local Authorities, Health Depts, & Utility Companies, Regardless Of Information Stated On The Site & Building Plans. Bases & Anchor Bolts, Conduit, & Witing For Welcome & "Thank You Signs & Flag Poles Are By General Contractor. McDonald’s Road Sign & Base Are By Sign Contractor. “VA” Conduit & Wiring Are By General-Contractor. Contractor To Furnish 1”’ Empty Conduit, From Building To Lot Lighting, As Indicated. Lot Lighting, Bases, Conduit & Wiring Are By Others. Finished Walks & Curb Blevations To Be 6” Above Finish Paving, All Elevations Are In Reference To The Bench-Mark & Must Be Verified By General Contractor At Ground Break. Ail Landscaped Areas To Be Rough Graded To 6” Below Top Of Al Walks & Curbs. Final Grading & Landscaping By Others: For Site Details Refer To Sheet S. P. 4 PAVING SPECIFICATIONS ee Litts, h.8a. Aaphald Zonerére Fanament ' Geer @” Crisshee hock | Bose. Fi Few Maré Crawser Asedery poy 1s. Ke ort, Dofed * May le, 74 McDonald’s Engineer Reserves The Right To Request A Compaction ‘Test And/Or A Core, Drilled Through: The Paving. If Tests Proves Correct, Per Above Paving Specifica- tion, It Will Be At The Expense Of McDonald’s, Otherwise, it Will Be Back Charged To The General Contractor. . Lot Lights.) Compee. Vista, 250° Walt, HFS, Single on /4 fale, Doubla on fe Fvfe. Light eams: &@ , See E+S. NOTES: Faas 1. 82 Parking Spaces J3- 9x 18 @ Ga" 2. Survey: Prepared By ORES Assoc., Lae. Dated: Feb. (978 ©1 9 7 6 Mc D o n a i d s Co r p o r a t i o n Sanitary Sewer L gine, Agersx, 41’ S0.of € af Sunset Hoy: Storm Drain Z2:ve Aparer £8 So. of € of Suasel Hoey, Water Shine Agoros. SOE of E of Aagcorfes Ave. ME, Gos f 4 Lia. Fo be. bxtlended owe Sunset Mocy: tins thian Ave, ecsicth alelciandael Line. on We. Side of Suoset How , a CITY OF RENTON -CEIV pe Soh Sige pNP aa ite ar op ape Area ea om one Eroend Acorns Blt Wek Finih mis 9 80 Ge: A eRe yews vis yD 2 4 ee See ee te ee ae ee 7 é * Fee. : san ae > a 7 ee g sk “Proposed Elevation ee aE Pia se aay. $ Walk Fin bs 4S TRE aS BE are ae | ky | “DESCRIPTION DATE RIA onala Lond Are Irashlorral | 4-24-74 , 18 the, So 'Aehel, an. #2 Land \ 5 -/2-79. ' C havise Ze it tir JhS Buhler on ea a-tF-JF S$ 1D | key, Linge Crh, ¥-fI-VF VE LADD CONC, PAD/ Sipe Biba, ABR /ATEIUM: | &--7-Bé N F YApE. ae BO JEPEARER Mace oe * B- |B S Regional/Distric: Kadmoh Dwg. No. Date 4 fh. ora PSF A Seale 1": 20-9" me _ O50 A ROVALS (2) SIGNATURES REQ. € DATE Regional/District Migr] PREM ca Construction Dept. ren . oe OE: OP 3 tions Dept. # aH dina Ye G4 Ht NE. SUNSET BLVD. STREET ADORESS “RENTON _.. WASHINGT ON sh ieee STATE KING COUNTY Corporate Dwg, No. MAR 8 1988 - / ZONING DEP’. 106496 = : : 7 . a a BOUNDARY & TOPOGRAPHIC SURVEY > Lid fe) = cal A PORTION OF THE SW. 1/4 OF THE SE. 1/4 OF SEC. 29, TWP. 24 N., RGE. 5 E., W. M. g TION a ae . CITY OF RENTON KING COUNTY, WASHINGTON ee Gaeanaay a That portion of Tracts 183 and 184 of C.D. Hillman’s Lake Washington Garden of Eden Teg eee y Q Zz Addition to the City of Seattle, Division No. 3, according to the plat thereof recorded in ch sr = = Volume !! of plats, page 81, in King County, Washington, lying Easterly, Southerly and + i rad Westerly of Primary State Highway No. | as condemned for highway purposes by the 5 a. “ State of Washington under King County Superior Court Cause No. 613780, including that ° _ s portion of county road vacated by Ordinance No. 2111 of the City of Renton. us < a a o| > o a - ht of -way Map More particularly described as follows: a a * o - ta Right” from 15, etermine fee Sheet oe : COMMENCING at the intersection of the South line of said Tract 184 and the East wg A © £ o > Kenny ale 5 of seftion q- margin of said Primary State Highway No. | (SR-405); Q = re) per | oO rter corner } THENCE South 88° 45’ 09" East 405.00 feet along the South line of said Tracts 184 and Ss) ie - e ; / 183; w| 2 a Se Ee 4ATH ST THENCE North 01° 14’ 51" East 191.54 feet; £ 2 oy oi a CO w ) N. = o THENCE North 88° 45’ 09" West 138.46 feet; S13 os _ 27 / THENCE South 01° 14’ 51" West 52.27 feet to the TRUE POINT OF BEGINNING; co} << > = f= _ STORM DRAIN __ / THENCE North 01° 14’ 51" East 130.23 feet; 1 Lo a iy) \ RIM= 44.83 THENCE South 88° 45’ 09" East 31.00 feet; tax z wi + *< \ 1E 8" OUTFILL TO S. THENCE North 01° 14’ 51" East 106.71 feet to a point of curvature on the South margin am ra TT) zZ' aes \ of said Primary State Highway No. |, the radius point of which bears South 07° 19° 42" 3S je) *_ a) West and a radius of 308.10 feet; pe Fc 4 Ww a = THENCE Westerly along the arc of said curve to the left and southerly margin through a ed he 2» od TP) A central angle of 13° 05’ 34" an arc length 70.40 feet. ny Pa SS fo) gf- WwW nee oo ree e THENCE South 73° 33’ 52" West 108.01 feet along said margin to the Easterly margin of +e S ™ [ea] oo. fe p PEE = aceon apt : 4 : : : : said Primary State Highway No. 1; NI << oNp. RAMSET THENCE South 02° 12’ 32" East 118.57 feet along said margin; 2 ~ @] oe Se) HARD NAI THENCE South 12° 23° 18" West 86.84 feet along said margin to a point that bears North nN 2 él o AL 88° 45° 09" West from the TRUE POINT OF BEGINNING; kin fe aS olo cn \ THENCE South 88° 45° 09" East 151.79 feet to the TRUE POINT OF BEGINNING. or iy j |= | 4 aan | Rk n}—| 3 — Subject to easements of record. VICINITY MAP Preis Note: This description does not reflect a legally segregated parcel i te i x SET REBAR W/ GAP ‘we and only a proposed short plat lot. LS. 2233 % B | Z| eee ee weal St: MH R= 308.10' | 8 r 3 Ss ue oF .. BASIS OF BEARING a 1E 12" TO SW. 33.68 L=70.40' 2" FROM N. 33.65 Wash Ington State Coordinate System, North Zone $ihs or CH= N. 89°13' 05"W. i ~<a - 70.25° ges F 9 . ae Ki 4 : yet ts Rae >. ~Y f é Ol bp’ Bax Scale: ("=20' ; O / ae a / E | | SZ FND. 4" SQ. CONC. R/W N/ = a or ss we Se o* | BENCHMARK DATUM O ~- 90 G Ol; rv o. 0 | 30° .e bait Washington State Department of Transportation Oo ° : i,) Q- “2 = . oe =| . Vi ow ° | es foe \| | a t 2 |YP2ezOo wi! SS MH. _ 00" DR? 2° a RiM= 36.88 — x | < A IE 12" TO NE. 33.13 eS Sees ! he Sa a ed Py ae. TOS. S8ig ea ae | : he ey, the sk Z a \ a3 y : Ss : She coh a N ‘. | SET REBAR W/ ‘CAP >! : | 7 x S 88°45' 09" E L$22338 SS g = re \ x ET REBAR W/ CAP wa 4 NW | \ | oe _ |LS. 22338 _} ' 31.00' 4 | Corners set, rebar w/cap 22338, as noted. E zh % | <o% : 3 Q \ re) Corners fnd.rebar w/cap 13035, as noted. 2 Ke 2 | \ | \ at \ om VP Monument encased as noted. L x ‘ Zo ae | \ 7 ro] «x oF oat : ee J Sanitary sewer line. ae O aod \ ‘ ‘ : WN @ 4° . 2 § Oe 2 | z 4 be ~ ‘ a fw Lor “a, hoot ; Spot elevations. 3 s ae \ oO = i> ‘T's FND. 4"SQ CONC. R/W MARKER . -k oe | BY S 5 =_ \O,. a a 4 CHISLED ‘X')N. 0.15 & E. 0.06 OF CORNER | gr? ae Contours Oo |\ = \ eae of 7 * rn ee a] | p Asphalt i ae ae all \: \ 24s Lens i nd . ‘ x” 7. <s Pd ~ |< eh a % nt No ue ee Centerline Creek & 5 $ M4 bh a \ i ee ee eee” ge te Uy r 4 ye \ o ; y 7% Edge of Swamp Area pois o < 3) a | \ N 8 t ee \ | uv i oe ! | \ N 88°45'09" W_ / NOTES: & z Bee ao, - \ n \ 138.46" \ 1. Pacific Northwest Bell has an easement for underground communica- — = bl fe) \ tion lines and above ground cabinets of indeterminate location Ss pe a0 ae >\ me \ A.F.N. 8604070748. w 9 3 =no" = o a! ” XN = a \ 8 Easements and reservations shown hereon were based solely upon a Tiss = R | Yon. = Ol Ts) title report provided to Barghausen Consulting Engineers, Inc., by & © | ve | bats a the client and no further research by Barghausen Consulting fo») s : ow t A \ Engineers, Inc., has been attempted. Title Report: (covering this QJ £ ° | = A™ GC (@) \ 4 and other property) Ticor Title Ins. Co. Commitment No. = 3 eS ap = ho" ee ww > Xx? A-355190, dated June 24, 1986. ? sm © S - 6 | | < - x 4° \ oF No assessor's tax lot designation has been established for this Os, & Ti, — \ us es site, since it is proposed. | A “ / | i \ = | C} niet Wy = : iad ., > -. | Lu } = os =. uu set ‘ Slt | _ -OM OF RENTON. > = REBAR W/ CAP eae newer = ! LS. 22338 = / - SURVEYORS CERTIFICATION mer CelVeln 9 m g2 =e saa ‘he rl 1b =} i ike 4 S ' "I hereby certify to Ticor Title Ins. Co. and McDonald's Corporation et DEG 09498 Le) — | -— J © | ‘al a LL that this plan has been compiled from a survey actually made on the eu i = = \ > ground under my supervision on tc — nn | F @? \ 0° | 3-6-1987; that is correct and complies with the requirements provided = £ s = a sly pe’ | by McDonald's Corporation. 7 is = Ss s rH © \ = DATE: 3-20-87 pie dy ro = bal / of ee ea NE ° E. = Signed’ Ayew ee fe | re) z ns | r— 30' NTS © LS... = #22338 ce faa] LJ S 3 soS. Line Tract 184 S 88 45'09"E 405.00' fit i | | area ae R pee ay e ; , ¢ = : 32 ~~ CONC. MON. W/ BRASSIE € ; ed —¢ L Gi 3 3 fe?) = ' : vias: i ee a S. 1/4 COR. SEC. 29 N.E. 43RD. ST. , f eV f r E 24 A ° | FND. TACK IN SHINNER IN CONC. ( INCASED ) : : 9 a WY) | 4 : 0.55' EAST OF INTERSECTION HELD ON SOUTH LINE OF SEC. 29 a / vie Ps Z 4 AW apes r : = — an oe a ee z RRS CR ORE ONE RB i ate ome Sc ee ee, eee PM iy AUB Og oye Sat" >" LAST FILe - 87065 10:57 USER - ™B-STOD ORAWID - 379187 AS PA R : 2 we 7 DATE = 2/24/87 TIME = 10.89 SCALE = 11,0000 NOTES a = EQUAL EQUAL Pa | Same 2010).\e | ‘ EQUAL pe EQUAL 1. Ns wy ys a . ff () i 1 m Mm T 7 2. "T": DESIGNATES TEMPERED GLASS. 1 Y 8" xX 164 fh uNINuy LOUVER DOG CALY. 4" METAL or ee cos ' 2B GF GALY, +! METAL 3.. INSTALL COUNTERSUNK SHEET METAL gaat L J > ow’ Biro |HEREEN (TYPICAL) Ce ee FEN \ il a ett COTEN EA ENC ) THE MID-PANEL DOORS ANO THE SMALL 2 O NT TO. MACH FREQAY) \ Hl | NT TO MAIGH FASOA WINDOWS AROUND THE ORIVE-THRU BOOTHS @ | m | He ; USE ONE SCREW PER STOP WITH COLOR a | \ TO MATCH DARK BRONZE STOP. Oly — ND Ae | Zp) 5H Le 2)" | ra ir 0 en ee ex i 3 7 TRH CoRR | | s b Air | i | ae. Ky as ep) he rg Jsaniness : — —— —! L N — T KH g NY) | — | _—| rT FOR PETALS) > g ——— : - = : || iu : q ag Oe : 8 3 ; . FoewA o& gt y SEE NOTE#%S I = _GEE NoT= #2 If ' goa alison | g 2 aa 2 ici: ae & BD | ; =}. Bheincs r 2x8 LITE ! ul ie ° is ae Rate S80 2k 3B — ~ — ee a _ “6 : ane Se * a eh is a —} —— - » BETWEEN MASONRY OPENINGS : - i ee Rd i Bs oD aS * G T : E g H — ———— Ss — q | | fay ee IRE TS I as MR ES 0 re ee a ay ee ee ls Beta mm B..0 | | Bas ex ea ee | | - 3 / 12) ri VAT) ie A te aa ee ME 8 he RM AD ee ps ee Sys Dowty Pot 8 Oe De ca, 7. ee aes er ie aie aera > —> ea ee ee, ee ae are ie SS SE la earn! ee ee ae Ce Cn eee eee ee a eee ee eee, en ee es oe eee ee, ee A A ee ee 4 TIGHTLINE 0 oe a BASIN Pez C ANODT7FD Al UMTNUM FILLER PANELS (TYP) } 28 GA GALV.4" METAL 1 oh eee - teat uy RIGHT SIDE ELEVATION / CRITE. CEN EA ENG : SEE SHEET A13 | aga | x | | an 6 re , | ~ < Os Beiye. aaae | ae , \ FOR EXTERIOR DETAILS OZ CO} <tr oy | + nae . m Blo! zoo 1 S520 8” X 16” ALUMINUM LOUVER / “9 Oa ga W/ BIRD SCREEN (TYPICAL ) , EQUAL pitas ECE = i / mS = < wae: om LI T rT ry ?teff 2 23 Te Se! ERS MASONRY ENCLOSURE ae | | | fl | 4" : ae ee ! a r | ree 7 | | | i rete | | FREEZER TOP “ae | Roa i | | ¢ | | | | TRESH CORRAL eer: cere Smee bial ! | i) OS ! ! etl coe rT rt | | | | | | | Bi 3 | | | oe | | | ator | ie | i | | | = Fh. ; AQ | | | | | | aor f 7 ! fa | i ea | Lilikedd \ I iZ || Il | i | ll K See : iA | ES ae ee af — = cars| a vi ‘ . he Ss | S N | | | oe Re if # : ) | Rete’ L 1 a ae are ‘3 ened ReeOee cere ene es oe bes eS a 2 eae oi ee ad a Ch 3 es - dd ~~ : i - | ae Ts ee gr : | ©) & — er ee ae Re | Modonelers | i | 4 ee z . ais © a me) | | 7 3 ab 3 ~ Q } eS ee ee J oe ; “ Wi alt 1 4 ls a + y 3 <4 - 3 eae: i panes 5 7 = : Las = | se . = al ea SS : - | a ee iain ia, ee be ae Gia re a oe oS me ae jt .% = RGR GOP AO NES GAS SEE ie SI aN ae ee rg 4 rs ! ; al - eos es ‘4 ae ea ° : = een saet TIGHT LINE S 7 vt an : , SEP BETATN oN | | Pa Ree ey ey se | | i 'S ear ee a a bg ee a ee a Se a ee oe ee a “a ee Ge eee heer a ee se a Se a ee ee te er ee ee eee eh 2 Sady SEA SRR aM gt oie ES RE SR SE ae pee oe Se Mg) UG RS“ eps Scio a ek Ro Cg ES ke eee! Si CRS oo See Se SE ee iL oe. I SN et ete se ae a i ee ] 2 BOTTOM OF SLAB FOOTING a p ar VER ZY EXACT DECTH LEFT SIDE BREVATION © [Sy cess mmie oe ie GUARD POS ae oe i CZ) LATERS MINIMUM SOF OWENS CORNIN 5.6. FOA CENTERED ON WALL fs : (ole “CEES Fe x HYTEC FOA M) FoR ee BOOM TIM UM 4 BETWEEN MASONRY NSULATION C 4 Bel TOTAL THICKNESS). OE@CREW DOWN OPENINGS feo |S Reap eS tyae-< 1! sae FIRST LAYER OF INSULATION ANO HOTMOP 6 ECOND rs LAYER OF INGULATION. IN ADDITION INETALL %%! ‘ ga Ge. OWENS CORNING RIGID FIBERGLASS INSBULATIO 8” X_16” ALUMINUM : Sy, ON TOP OF 4 ey RIGID INSULATION. THIS GIPECIFICATION _ LOUVER W/ BIRD ze SUPERCEDES cDONALD'S STANDARD SPECIFICATIONG SCREEN(4‘L"O7AL) : SECTION VAG 2A : NORWESCO =F OIG-% ON METAL SEAM _ RETURN +) EQUAL. ON MANSARD | = SS fa ae = Gags ve \aT/ ” HORIZONTAL BRIDGING rp A7 ve 7) CFE SES FOR ee ——— = S== ——— = —— = Sy SSS = eee 8 a = = = = — = Se ae oe = eee re TRACH CORRAL TT | | | oe . ETAILS =.5 os ae a = a—-—— = ars ee Prac, revel a. — = a —— _—— = = oe ae = = Pee ee RE a Aa 5 — ato aes os ia ile Sima ee a eee Se a ” = i v PET “Ty ee ae oe ed ue Ds mes cs ae a : = \ | a He ) F = : ‘ : ; ini = . Hb or | eee NY eee E bas es cm § —— — — — t YNYL WALL COVEISING 1 aa on QUARRY TILE FLOOR. T}—— DETEX ALARM (SEE BACKUP SUPPORT ag a | V INYLROCK : SPRITE 33 me! prywact!| | TAPED |b {| : ) EILING @ tt aa AEE SANDED (TYP. JW 4 = r TH E EN T I R E BU I L D I N G DE S I G N AN D TH E MA N S A R D RO O F DE S I G N SH O W N IN TH E S E DR A W I N G S AR E SE R V I C E MA R K S ’ OF MC D O N A L D ’ S CO R P O R A T I O N , RE G I S T E R E D IN TH E U. S . PA T E N T AN D TR A D E M A R K OF F I C E . i vis L | Hi | Seen SNOUT ON ya" CERAMIC Con ne ia fe Wl I QUARRY TILE pias "BASE : / rN {hy +7 FLoOL ER G BASE ee ang al HL: LU bi, LUI UOLOILIIT ; ——> ai Be 2° RIGID ‘SM , - a —_— wi i NoU - ind 2 &. oO) zs eae Ke “ej = : ee sip oe } | il sy Z foal ies 6” COMPACTED OPFOR SARRIER CCOORDINATE LOCATION KNE€ WALL BEYOND V 1/4 Se N ee WASHED GRAVEL VEN PANEL ING - at Calva 10030 4 - . *, aod o am CONNECT DOWN shat te OL, | nee 0O1OA? L 0 CATCH BASIN FER , ULL VIO VIATIGHTLINE LONGITUDINAL SECTION 4 ; SCALE: 1/4” = 1°-0" VAs) . grr. BUILDING/ZONING DEP as | Mc D o n a l d ' s . | ee ee ee TE ec sees oS i ah oe a —_— ES + <I) Se | Lae * ei Went, SS Ss ee be 4 oe ke uti we ——E=£_— Sh mag 5 i Re eae ey FES SS ae rs 3 oe “ 6 OTE rar STG a a - ; j ; : oe aA Sabir geeses hale er a LAST FILE = 867055 15:18 USER = NB-STD DRAWID = 379187 A4 - DATE = 2/24/87 TIME = 16.19 SCALE = 1.0000 . P—-METAL RETURN ON MANSAKDO 4" PROWNEFOUT FA END OF ROOF ACCESS DOOR, > } K Pee eee GUTTER-DRAIN ON TO SPLASH FER DETAIL IG@/AT : a Q OF BLDG. SEE NOTE #3 7 ELOLK ON LOWER ROCF (TYR) . is / REAR ROOF SCREEN Es LIGHT BEAM i] A. SEE NOTE# 3 AND DETAIL \AY/ a : . +s : asia dat . Tot oe pe cS ! des . oe = | | | | i oe ‘ 5 “4 M NS ETN 5" / Gere \| eae | Po ee [ @'- 22 G GPLV METAL GUTTES = en tah he le poe ae ae bea, NJ CONT @ REAR OF FREEZER | a, en tee Leads <a) es | | Tl ENCLOSURE (GEE NOTE 2) s sci i | i | | || NUFF rap) wp : ee ee |. | a ae |. | 7a 2 Tk ee, 4" CUTTER PER PA | ot | || ee | | Ly 2\¢ : eS pee ‘pie eaie = T MA Y_ WA O;- SY ‘ “y mans ¢ NOTES mle = LXIZ BISIEZE SD. J 4" GUTTER PER AS I. ALL “O00 TSIM To BE ROUGH Y) aw : SAWN CEDAR zi 5 7 ES ee eet "2. WHEN SPECIAL EXTERIORS ARE a staat ea ANIC AIR ie w UJ piney 2257) | bs ies | SELECTED COLOR SCHEMES ARE ao Ait ——|t- Cr 53 anemia | RS TO BE TAKEN FROM THE BUILDING 2.2 i X12 FRIEZE BO: STAINED Sa] mee me ~ ai EXTERIOR DESIGN AND COLOR GUIDE. 2% ne or eee pt, | “1s - NS 3. FINISH TO BE_LIGHT_IN COLOR ne ane _ ee ] WS 4" DOWNEFOUT @ EX END OF | AND COORDINATED WITH TRIM. Ww ay . % = | ) - |x S SELLY BAND STAINED - = 4 : METAL GUTTER, (SEE NOTE 5) 4. ALL WOOD IN CONTACT W/ CONC. SLAB < < AS PER EXTERIOR DECOR $$$ $$$ $$ ——— SST CONNECT O CATCH BASIN OR FOUNDATION WALLS AND ALL WOOD a) oe: : ee ee a SSS PER CML DW&5 VIA TIGHTLINE ON ROOF DECK TO BE PRESSURE TREATED : BS Ke (TYP. 2 LOCATIONS) TO RESIST WATER & INSECT DAMAGE. s} gS | sess Ee 5 '' FIBERGLASS INSULATION MECHANICALLY te, A Pes athe SECURED TO NAILERS FASTENED TO THE h ee Po ae OUTRIGGERS. SEE DETAILS |/AGe IAT, USE CHICKEN WISE AT ee elle cmt oan as soe ini Si eal a ga iy : : : coh . : TRUSS BAYS GREATER THAN 2'-0ll (FOLD £€ STAPLE ALL VASOR ras) oO aes a IL at uy UL A BARRIER FLANGE TABS TOGETHER.) san Spe eC | eee ee eine ~-- oe 6. SOFFIT SHOULD BE PAINTED WHITE OR oe FR R By @ eLEV. OS 7B? ie Meee. eae, ofa e ae: tyes LIGHT COORDINATED COLOR. Asie .: ie 4 7. INSTALL METAL ROOF DECK AND ALL «ee : : ee ee eee Pe Se 1 STRUCTURAL STEEL PRIOR TO INSTALLING eS , GEE GHEET OP-3 FOR $5 MANSARDS . ae, Bx. ONH REAR ELEVATION TRAGH CORRAL DETAILS 7 © WETAL ROOFING TO BE MANUFACTERED ) S ae Uf RAUL ‘ BYZARCHITECTURAL ENGINESRING PRODLCTS, CO. CAEr y * GCap A” = | 830" : NOTE #3 & PRODUST NO. KYNAR 500 24 GA.' FELT GREEN | RHONE* (200 ) 527-02! . < sob iS ee 9. ALL BHALLS TO BE BRACED DUR ING 79x 4 8” xX 16” ALUMINUM LOUVER | CONSTRUCTION PER MASONRY | es 4 W/ BIRD scree ON Bete: INSTITUTE RECOMMENDATIONS. 4.2 > ACK OF ane ae lo. 'T' OFSIGNATES TEMPERED ee (3 FRONT ELEVATION) Gi Re, ‘ os I, SEE SHT A:2 FOR FOUNDATION = TOP OF PARAPET . o RE NFORCING 4 D'MENSIONS . +16 '-4 9716 és 12, VERIEY SUBGRADE REQU REMENTS W/SOILS INVESTIGATION, REPORT ANCUTTER. FER PS TOP _ OF MASONRY WALL ELEV. stl" -4" SOFFIT e - F INI SH 4 PEG. T7e° i we | | aa ae | ; | = 4! GUTTER. FER ADS = PEDESTRIAN SAFETY. = M4 : H \X , SEE SHEET A 13 2 * aie tees ae a ) y : : _t : : | yy | > : less et | aE RAIL ae , a a | ge 7 FOR EXTERIOR DETAILS | x. 2 Et os iat: ile peas aa = ” 1 EE = Sis a & g i ae 3 = @ GO” 4 2 Zz | 4 : ee | VER ZY W ‘ a | my SR . a = € | E eat al 52-2 2 3 Lt a TOP OF FLOOR SLAB NOTE 2 5 6 = ; ELEV. +0'-0" Ds 7 ; CONTRACTOR SHALL PROVIDE ATTIC AREA DRAFT STOPS . en F—----------\ —----4-------------------4+----- 4 IN” ACCORDANCE WITH U.B.C. SECTION 3205(b) TO rs a : LIMIT ANY SINGLE ATTIC SPACE TO 3000 SQ. FT. ¥ Beal | ‘ MAXIMUM. SUCH PARTITIONS SHALL NOT BE LESS THAN & 1/2" GaB, 3/8" PLYWOOD OR OTHER APPROVED MATER- - = ie FL eee ce IAL (ADEQUATELY SUPPORTED) EXTENDING FROM THE . pe, had 3 “AO SRR Ee a z BOTTOM OF FOOTING e CEILING TO THE ROOF. CONTRACTOR SHALL PROVIDE 5 VERIFY EXACT PEPTH DRAFT STOPS IN MANSARD OVERHANG SUCH THAT THE th FRONT ELEVATION ON PR oc ee ek eee ier Cae ere ke BE) I” W SOILS REPORT GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED . \ oes vats Naas Seca 60*-0" OR 3000 SQ. FT. MAXIMUM PER U.B.C. SEC- © E SCALEeaye” =. 17-0" TION 2516(f). 2 | . eS — aan : STEEL JOISTS FABRICATED IN ACCORDANCE WITH \ae/ a AISC-SJI SPECIFICATIONS. d w WIDE RIB | 1/2" 22 GAUGE STEEL DECK = cae oN PARAPET vd cL, fe >" FLASHING Powe = SO” RIGID INSULATION a PSEE. SPECS .3 bs SEE NOTE TO CONTRACTOR z geek MECH. Un IT z t ————_ £ ! BUILT-UP BITUMINOUS ROOFING: OWENS CORNING LIGHT BEAM : z WOOD (16 FIBERGLASS CORP.33-1C ROOF SPECIFICATION-UL . er CANT 3 CLASS A ROOFING SYSTEM WITH MINERAL: CAP a aoe a3 “eg ee Nay | Lie Mi x 178" - : Ay S Tt ; t . oO 4 HORIZONTAL BRIDGING ~~ Az) NOTE TO CONTRACTOR : v- « : : es (2) LATERS MINIMUM OF OWENS CORNING 0.6. FOAM ee ELEV. +11'-4° OR CELOTEX HYTEC FOA M) FOR R-32O MINIMUM 29 rT INSULATION C 4 Bel TOTAL THICKNESS). OECREW DOWN Zé 4" GUTTER “ HL FIRST LAYER OF INSULATION AND HOTMOP GEGOND wT PER AS : oot SWENS CORNING RIGID FIBERGLASS | INGU! meas = -t— —— —-—-- _ | r \ omer n 8 CO ed ; 2 SLIDING GLASS an i. “K—sugpenbep Acoust. - fi: 4 ut ' | ere 4° ITER PER Ao ON TOP OF 4%! RIGID INSULATION. THIS 6GIECIFICATION <2 = ~*~ : CEILING "ga Age Il IX2 CLG. SUPERCEDES McDONALD's STANDARD 3 PECIFICATIONG z DOOR @ OFFICE. | eH = st SSR a ese cat | ead eer Bs [te esd | eae ogy ! He TRIM . tate ' SECTION O12 70-2Z2.0l1A. Ha WW LOUVERED TRAKICNM A | > BAY WINDOW BEYOND —i oY FER NOTEFG-SHT AS os 3 a J MENU BOARD é ae ae Pages 9 3 DOOR SCHEDULE ) : oe ‘ MALANCE. sds | TAPED! 3 PLT FACE CMU aw - <— =, R SANDED W/ | ao rth: ae STONE - VINYL WALL COVERING eA dy a 6” DIA. CONC. —»i-~ | pe ata e | Vy we FILLED GUARD Bie od Hie Pea aie ty — POST | \2/A | TI Pie ‘ a DRIVE-THRU PAD ] Vito \ igo! Ul oes 1) et Ts | | TOP OF FLOOR SLAB e Se eS es ¥ 8 : aN Se pe aes ia L S\H GS 3 é- j r{ Pi | Can aoe t" fie = enue y — : eae ELEV. +0’-0 } pig bbe vein e i \ QUARRY TILE i I) pen notOny LJ 2) rigip 'sv' NSU! 5” FLOOR SLAB 6" X 6" X 10/10 E.W.W.M. FLOOR & BASE i 1 ~ 1) ANDSCAPED AREA Lit DEL UUs Ba ee ON Soe eA a ISEB Gyan Rye Git: 8 SRR \/4” MARLITE TOPSOIL BY OPERATOR : Be wisizanne OFF. ere er WISOILS ENGINEER cere N sorTOM OF FOOTING =< @" COMPACTED SAND (AS PER DECOR) \ lee ima Si reg DEPTH , Bag IG | w/SO CROSS SECTION (4 x2 CHAIR ATL NSE Eo) ™- SCALE ya" = 1" -9*% \as/ r | (ia sais a nee | ae | — SR-107-87 REVISED STORM DETENTION CALCULATIONS Based on a 25-year storm intensity and a 5-year release rate to reduce discharge from site. Total site area = 3.60 acres Average slope of site = 4.0% Exist.'c'=0.15 & 'v'=1.3 ft/sec Tc= 10.0 + 400/(1.3)(60)= 15.1 min. igs 1.1 in/hr (Renton/Seattle) Exist. Q=ciA =(0.15)(1.1)(3.6)=0.59 cfs = allowable release from site. Note: use multiple orifices since allow. release rate exceeds 0.3 cfs a — A PORTION OF THE SW 1/4, OF THE SE I/4 OF SEC. 29, TWP 24N,, RGE. 6E.,W.M. | DEVELOPED CONDITIONS Total landscape area=28,920 sf=0.66 ac.@'c'=0.25 Balance of site=2.94 ac.@'c'=0.90 Developed '¢'=(2.94) (0.90)+(0.66) (0.25) = 0.78 : 3.60 0 = 0.59/(3.60)(0.78) = 0.21 cfs/ac-c L . T =-25 + (85,500/29.90,) * = -254116.7 = 91.7 min. i V. = 3420T - 29.99 .T = 2687.4-575.8 = 2111.6 cf/ac rel S 0) T+25 Vy = V Ac = (2111.6) (3.60)(0.78) = 5929.4 cf S = total storage required STORAGE PROVIDED TO OVERFLOW EL. 34.07 CB-1 to CB-2 = 32 1f-12" @ 0.79 cf/If = 25.3 CF CB-2 to CB-3 = 151 1f-54" @15.90 cf/If = 2400.9 cf 4 1#-36" @ 7.07 cf/If = 28.3 cf CB-2 to CB-4 = 161 1f-54" @15.90 cf/If = 2559.9 cf oh 4 1f-36" @ 7.07 cf/1f = 28.3 cf po" CB-4 to CB-5 = 47 1f-12" @ 0.79 cf/If = 37.1 cf . CB-5 to CB-6 = 34 1f-12" @ 0.79 cf/If = 26.9 cf CB-4 to CB-7 = 128 1f-24" @ 3.14 cf/If = 401.9 cf In CB-1 =5,57 1f-54" @15.90 cf/Ilf = 88.6 cf In CB-2 =5,35 1f-54" @15.90 cf/If = 85.1 cf In CB-3 =4.55 1f-54" @15.90 cf/lf = 72.3 cf In CB-4 =4.50 1f-54" @15.90 cf/1f = 71.6 cf In CB-5 =4.03 1f-48" @12.57 cf/1f = 50.7 cf In CB-6 =3.74 1f-48" @12.57 cf/lf = 47.0 cf In CB-7 =3.22 1f-48" @12.57 cf/1f = 40.5 cf Total storage provided = 5964.9 cf Total storage required = 5929.5 cf Excess storage provided = 35.5 cf ORIFICE SIZING Bottom orifice - h=5.57 ft.3 Q-0.3 cfs Area (a)=0.3/0.62(64.4x5.57) = 0.0255 sf Diameter (d) = (4a/ )@ = 0.1804 ft x 12 = 2.16" dia. | Top orifice - h=2.79 ft.; Q=0.29 cfs Area (a) = 0.29/0.62(64.4 x 2.79)* = 0.0349 sf L A Diameter (d) = (4a/ )? = 0.2108 ft x 12 = 2.53" dia. THE GEOTECHNICAL REPORT, AND RECOMMENDATIONS CONTAINED THEREIN, PREPARED BY EARTH CONSULTANTS, INC., DATED 11-5-87, ARE TO BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS PROJECT DUE TO THE SENSITIVE NATURE OF. THE UNDERLYING SOILS CONDITIONS ON THE SITE. ALL ITEMS OUTLINED IN THE GEOTECHNICAL REPORT SHALL BE MONITORED & TESTED BY EARTH CONSULTANTS, INC., TO VERIFY COMPLIANCE WITH THE RECOMMENDATION CONTAINED THEREIN EX. 24" CMP \ —_— = 1.E. 25.6 -24" a ee ss KING COUNTY, WASHINGTON oe ee CB NO.3 -TYPE II-54" CB NO, 8-TYPE | GRATE EL.=39.78 .B- G " | 1.E.= 29.52-36 / .E.= 35.31 -12° rae re © | .E.=30.85-24" 5 \ | / : 7 = LZ MATCH LINE TO SHEET 3 L a ra - 2 on —3% = 432% & HOLA -12"CM.P S=1.0% _ 3780 38.16 GB 39.50 a : : 39.67 a 38.16 3 00 —4t | ao oc 40.05 a 38.54 a ; t A \ \) ee @ ' 3 ° EX. SAN. SEW.MH | 128 LF 24°CMP ES RIM EL..= |3727 . \ Sabie I.E. = 33.68 -12" J gs / 4 . l | 7 SS we 38.55 | 38.79GB 3903 3950 | wt + 2% q» ~T 2% Lae b se | A FIN. FLR. EL.= 40.3 a =o | FIN. FLR. EL.= 40.2 2 = -————_- be \ 3974, 3874 / "= 20' . xe 3s 2%» ao % 1 ! } { 38.12 A “0° oo 7 tf 39.51 ‘CTR-CTR. S20.5% _ \ — ; a _—_— _ = -earCMP wi 36" CMP ENDS MS aus \ 38.46 37.90) | ae . 39.1568 (2) (12 GA.) 3s a ) 9-12 S 36.26 Z i? Te RET ~~ ~ \¢ ° . . a” Pe 3879 a er 38.26 : eee rl F ' ne Y\ . es ae SSS —— an iS $=1.0 % si ° ! Se tN ee pe ea SN 4 » ZZ = 44 \ \ A SELF RIOR S_—~“@ ae x a 282g a, = 10% ' SZ 3.38Yo~, \ = 2 eer ate in ' [\ \ 39.06 38.58 = 4 3331 | 36.46 / i 35.81 G.B. of \. 36.61 6.B. 4 e \ | \ ~~ / ) \ an Va —— SS i 35.36 oe fe se ~The - NL inn 7 = — — _ a = = Fa RS er ey SS 17 @) 36.16 ra) ne ape \ 30 LF -18"CMP———_ a ~T- Pee : eee _ AF \ -<{ —_ % \ } ; _\ ee ae ; :.< . — | SAN. SEW. LE.= a Toa ° , _\ —=y in pr? [— \ ; — —+ eo —> ~~ STM.LE=305-I2 29 LF-\2'DIP ae _ 1] (O $+ -— a a ee / . “10% RIMEL=3588 @ Ine A SS — a aw __ \ NO AD. TO RIM. OUTLET CONTROL |STRUCTURE _~ \ Vo _\ _\ =. = =a SB a Pe | = \ ; CB NO.I-TYPE Il-54" w/SOLID LOCK) LID --\--\~ es \ —— > ~ oe ae CB_NO.5-TYPE || - 48" RM aera + OWERFLOW EL.=34. | \ A - a ae ee ee | nee EL.= 35.8! @ | E.=28.40 -l2" & | De . — 7 eg ie .E.= 30.04-12" __SEE DETAIL - SHEE ay _ : 7 GB NG. 2-TYRE M54. == —__ ~~ ‘a —— _— _ \ . |.E.=28.00-18" 32 ——~_— GRATEEL.= 38.26 @ a — SS... / : ae of al _\ LE 28,72 - 12" & 36" —_—_—_ —_—@ GB NO. 4-TYPE Il - —_.. _ eee / \ VA QO i oan GRATE EL = 5728 | > See / ; ah pe \ Soo a EX SAN. SEW Mo —_ — __ P~—o ==> — | \ 1 VY | : EX.SAN.SEW.MH. 9 [0 2 ae : | / 46 | el a ey 38 E = 3313-12 —-@ | we Se / o*, ° Ls ) oat Oa ~~ | = 36.88 Teh . ee DB d lo Oo os + — 40 AD. TO EL. 38.74 | oo ~@ 68 NO. 6- TYPE 11 =48" / A. oY ire ate roa ) AV Py 2" ™ | GRATE EL.=34.88 | ae INST. BEVELED END SECNON aw ae Ee = 34, | & RIP-RAP OUTFALL. ia ae | LE. 0095-12" : | RB eofsy/ar 6 a (@ NOTE: EX. 24" PiPES SHALL. SF CAPFEL-——-- Ea sh 4 | i AND FILLED w/ LIGHTWEIGHT CONC. IN ° WAX, DENSITY = 70 LBS/CF | ~~ | VA Lice (2) INST. 6" PERF. PIPE ADJ. TO & AT sme SS Ww ‘ i YUE? .E. AS SHOWN. \ NOTE: ALL CATCH BASINS LOCATED IN AREAS DESIGNIATED BY THE GEOTECHNICAL ON ENGINEER AS BEING UNDERLAYED BY COMPRESSIBLE SOILS SHALL HAVE TENSAR hs NX \ SS-1 GEOGRID PLACED ON RECOMPACTED STRUCTURE SUBGRADE IN ACCORDANCE S SS WITH THE GEOTECHNICAL REPORT. ADDITIONALLY, TRENCH EXCAVATION, BACK- \ SS . SGHEARAGE Wed I RECT OF MIRAFI FABRIC SHALL BE IN STRICT x a MMENDATIONS AND METHODS S SS ODS SUGGESTED IN THE REPORT. \* a re 6 : : > ann? Lov ~ \ Le -_ v* . ove IPONING DEPT: IN Ay oN BUILDING/ ZONIN com re NOTE: ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON: THIS DRAWING IS FROM A SURVEY PERFORMED BY BARGHAUSEN CONSULTING ENGINEERS INC. DATED — JUNE 14, 1986. (THEIR JOB NO. 2097) Ni BASIS OF BEARING LL , y 1 a WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE. APPROVED BY 1 le : a 4d f- o/t Ps D- 5 = ENCHNRDE ATE CITY OF RENTON PUBLIC WORKS DIRECTOR’ ~~~ : WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. (2) REV. 10-24 -87 PER CITY pele oe . 10-24 - ITY REVIEW Ce GRADING & DRAINAGE PLAN ih nippy Bi ) 1-405 EXIT 7 ENGINEERED SYSTEMS, INC. RENTON WASH. 775 IDYLWOOD DRIVE S.W. ISSAQUAH, WA. 98027 aan iit - C206) 392 1471 SAO ECT ” - Zz < | oa =) 2 ”) z O O Ls] a =f O 2: ; Z 2: — 6 8 S35 nr — SYMBOLS #OF | DISCRIPTION COMMENTS ges , qt 5: : od kK ao) re 5 | Bere eee 7 i ere oO ACER RUBRUM 5S CAUFER , |2-15'HT, WELL SRANCHED ABOVE oO 6z 2 KED MAPLE 5) MATCHING CROWN Os ® YM =: Q)-i o 2 <_ na § _ 52 3 2 SETULA TACQUEMONTII \/2' CALIPER , O-ICHT. SINGLE OR MULT- STEMS, hs, % T NON. WELL BRANCHED SPECIMEN, Bt. (a) zd 2 NE 44th S\. za ee > vi: Ww ) ACER RUBRUM “ARMSTRONG 2" CALIPER joi" HT. WELL BRANCHED ABove 5! Ee 25 E ARMSTRONG CED MAPLE MATCHING CROWN. Q Qu w BiySE he Haha Ow JY ue setae ul 23 ; _ SARE Rt tune EO 5 TOUGA METENSIANA (o"-@" HT. =ULL AND WELLBRANCHEDTO BASE, BtB 7 ae ai eo ee MT. HEMLOCK ; —— Pei BBR RY DWE BRE , S Ye een 4 | CORNUS STOLONIFERA 8-24" HT FULL AND BUSHY TO BASE Qi REDTWIQ POGWOOD BIB OD CONTAINER cS EKICA CARNIEA 'SPRIN GWOOop' GAL. FULL AND BUSHY 18° TRI- SPACE (50% AEATHER 20b VIBURNUM TINUS ‘SPRING BOQUET' \a"~24" HT. FULLAND BUSHY TO BASE, LAURUSTINUS Bie ORCONTAINER 3 RHOD. —ODERS WHITE SO\/ 26) HT SF LATE APRIL, WHITE W/ YELLOW SPOTS (2 ZHOD. SEAN MARIE DEMONTAGUE 20/3! HT/4P = EARLYMAY RED ” oo | RHOD. MRS5.TOM LOw|NAKY 307 3s" 11/2. SUNE, WHITE W/ RED BLOTCHES _ <x é 2HOD. UNKNOWN WORRIOR 20/3 HT/6R = MID.MAY, = RED 7 =) Z ZHOD CHRISTMAS CHEER 20/3é' HT/SP, LATE MARCH, PALE PINK A a oa 9\ AZALEA "MT EVEREST B/20 AT. APRIL /MAY , WHITE ~ QO. GLEN DALE HYBRID 10) ip) re 2 & N/A LAWN CONTRACTED BY CTHERS Ww Z 5s N/A SEASONAL COLOR © ou ae, O | 15 ROCKS 3-4 MAN ROCK eo ee —— __ te ke eae : : , mith . kas NOT. + PANT TREES |’ xd (ROM ERLE ~ O 3 Ske 0 ere HIGHER THA DEPTH ‘ NALS ee L556 3 Ro «GROWN IN NURSERY. : KE iS y F COE GA, NOP LADUE D RoDTS 7 az 4 ig. See - PLAN MW oie x ® i AS sy Ho<ce = re a RE LACK RUPEE RHODE Ls yy were uw eee a . Seah MM ye 72" DIA. MIN + —itssattla— ho Pr eae A> APOE me ah x ° _— 3d * Ry [2 4a. GAN. WIRE 2X2 CONST. GRADE D-FIR I-FOvte i 4° GDL. TURNBUCKLE 5 FOR 2¥2" CAL & SMALLER. or a SJ j a (USE GUYS OM CAL. LARGER CS se %| = | THAN 2/2"). , RS | 2" BRE MUL , : : ; FIN. GRAVE Mie “CIL MiK_¢ HOLE SIZE \ 4 ‘ Z = - \N = me Yee ea" 0° il l ean Ell CER PECs. my \ A PAY fi “KES (> FTREE) - LOMFMAED PLANTING SOL ae 7, SPPCAH 1 sper TREES xX (6b 5 SEE OPESS. -PATineg Mik (ott Pcs) FOR DEPTH SPACE TO WVOID ROOT DAMAGE. TREE GUYING DETAIL TREE STAKING DETAIL NCT TO PLE NOT 10 AACE =~ oof : +s BIZ ZT] MM. (al | Ci GO i lami ea) —— JOSS oO qT ant | il NORTH SCALE 1”’: 20’ RE V I S I O N S CITY OF RENTON EGE NW ie , JAN 12 1988 BUILDING/ZONING DEPT. Jo b No . 54 3 5 De s i g n & & Dr a w n C , . B O H A R T Ch e c k Gj e & SHEET NO. SA-(O7-8T CO N S U L T A N T S _ e 40 9 EV E R G R E E N BL D G . e 15 S. GR A D Y WA Y ¢ RE N T O N WA 98 0 5 5 « (2 0 6 ) 25 5 - 5 7 26 FINISH GRADE VALVE » BOX a Uo Whoa coven ) r MIN. 16" COIL er | a En WIRES | ae Mt AUTOMAT |G CONTROL CO N T R A C T O R S ED L U N D AS S O C I A T E S , IN C . | <A . Ge r a l d Ed l u n d » St a t e of Wa s h i n g t o n Re g i s t e r e d La n d s c a p e Ar c h i t e c t ¢ Ce r t . No . 87 o os VALVE : UNION EA SIDE OP... VALVE . ; <___ grave. Sump aT E eat Bor Te i le AUTOMATIC CONTROL VALVE (7. : 5 a x WA | _— —————— LENGTH AS REQUIRED na | —) y ee | \ N AMETEK JUMBO | SA) BOXK.NOTE. MAY REQUIKE -*4 : re | / MORE THAN (1) FOR LENGTH ) A , hn AE == if \ at i PAB Cr Ee. eli i 2 PVC SLEEVE (TYP) | aie ya, eae x eae Gy Bae Ate fh AY pitt Hio2e3 ALN IN 5c.e SUMP --7/6" wastep GRAVEL. PROVIDE %" MARK IL CHSEAL (oR FAL) CLRRANCG UNDER CHECK AST WATTS #717 PRONCeTREAEI NOTE: | ! Q) DOUBLE CHECK VALVE _ASSEMELY PIFING DIAGKAM |9 SCHEMATIC, HoT To 4cALE LOCATE ALY VALVES, LINES & hOB OOORNES WITHIN PLANT AREA WHERE -Eevefe VEO IOLE, ep) ne z < en dnl a) (ap) z Oo O ~ ” rie = Lu he z O oO IR R I G A T I O N PL A N (TYP) : . 5 | - za | RAINPIKe (812 =) O76 a oe —r _HIGH OR. {ol NOZELE s tere mt Ye MAIN SERVICE Sei <= e z a HOUSE METER "PRO" Weer ee a" IP x *e" Pee. . | GATE VALVE 1% “\NebeT # Bap-2y 0 : Lu a?) | mk ——— DEDUCT METER = oO = “a oO wb = S DOUBLE CHECK VALVE ASSEMBLY | DRO THICK. WALLED _ oir. PIPE. a c md Po == MOL 4 660"20 wu +O tO€ QUICK COUPLING VALVE — SCHEMATIC aie | Soe | FOR WINTEKIZATION a bg) ae < #2 AUTOMATIC CONTROL VALVE ae Lu a | V2" 4TREET ELEOM/ no Z | fe} = —_—_ | |g VO SOW, 40 SUPPLY LINE ; 2 P 4ORO |HSERT-ELL = "2" 1P6x 7a" 7 LATERAL UME Cl. 200 Zi ee # 850-3). | _ l j ¢ x Ve #1 AUTOMATIC CONTROL VALVE __ pec era &) Swing Joint Ass embly pag er aes NOT 10 ScbLe re Ky pO Co <4 ) _ ine O 7p) { z Oo” ” > ff fam FA ; 7 HARDSURFACE we a) a j TIA | | Sa rrr) ” ; 1é = = | oo I eae . F4- MINUS In O a “mo | CRU SHED ROU s | 9 SAND 2 : ° Q 2" SLEEVE CYP) SHEET NO. TY OF § RENTOS 4 \ TYPICAL SLEEVE SETAIE) | BEIVE i) UTS. UU rT : BUILDING/ZONING DEPT SA-1OT-BT REVISED STORM DETENTION CALCULATIONS Based on a 25-year storm intensity and a 5-year release rate to reduce discharge from site. Total site area = 3.60 acres Average slope of site = 4.0% Exist.'c'=0.15 & 'v'=1.3 ft/sec Tc= 10.0 + 400/(1.3)(60)= 15.1 min. igs 1.1 in/hr (Renton/Seattle) Exist. Q=ciA =(0.15)(1.1)(3.6)=0.59 cfs = allowable release from site. Note: use multiple orifices since allow. release rate exceeds 0.3 cfs DEVELOPED CONDITIONS Total landscape area=28,920 sf=0.66 ac.@'c'=0.25 Balance of site=2.94 ac.@'c'=0.90 Developed '¢'=(2.94) (0.90)+(0.66) (0.25) = 0.78 3.60 % = 0.59/(3.60)(0.78) = 0.21 cfs/ac-c L ‘ T =-25 + (85 ,500/29.90,)* = -25+116.7 = 91.7 min. V. = 3420T - 29.9907 = 2687.4-575.8 = 2111.6 cf/ac S T+25 V. = V.Ac = (2111.6)(3.60)(0.78) = 5929.4 cf S = total storage required STORAGE PROVIDED TO OVERFLOW EL. 34.07 CB-1 to CB-2 = 32 1f-12" @ 0.79 cf/If = 25.3 CF CB-2 to CB-3 = 151 1f-54" @15.90 cf/1f = 2400.9 cf 4 1f-36" @ 7.07 cf/1f = 28.3 cf CB-2 to CB-4 = 161 1f-54" @15.90 cf/1f = 2559.9 cf 4 1f-36" @ 7.07 cf/lf = 28.3 cf CB-4 to CB-5 = 47 1f-12" @ 0.79 cf/lf = 37.1 cf CB-5 to CB-6 = 34 1f-12" @ 0.79 cf/If = 26.9 cf CB-4 to CB-7 = 128 1f-24" @ 3.14 cf/If = 401.9 cf In CB-1 =5,57 1f-54" @15.90 cf/lf = 88.6 cf In CB-2 =5.35 1f-54" @15.90 cf/lf = 85.1 cf In CB-3 =4,55 1f-54" @15.90 cf/lf = 72.3 cf In CB-4 =4,50 1f-54" @15.90 cf/1f = 71.6 cf In CB-5 =4,03 1f-48" @12.57 cf/1f = 50.7 cf In CB-6 =3.74 1f-48" @12.57 cf/1f = 47.0 cf In CB-7 =3,22 1f-48" @12.57 cf/1f = 40.5 cf Total storage provided = 5964.9 cf Total storage required = 5929.5 cf Excess storage provided = 35.5 cf ORIFICE SIZING Bottom orifice - h=5.57 ft.; Q=0.3 cfs Area (a)=0.3/0.62(64.4x5.57)? = 0.0255 sf Diameter (d) = (4a/ )% = 0.1804 ft x 12 = 2.16" dia. Top orifice - h=2.79 ft.; Q=0.29 cfs Area (a) = 0.29/0.62(64.4 x 2.79) * = 0.0349 sf 4 W 4 Diameter (d) = (4a/ )* = 0.2108 ft x 12 = 2.53" dia. THE GEOTECHNICAL REPORT, AND RECOMMENDATIONS CONTAINED THEREIN, PREPARED BY EARTH CONSULTANTS, INC., DATED 11-5-87, ARE TO BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS PROJECT DUE TO THE SENSITIVE NATURE OF. THE UNDERLYING SOILS CONDITIONS ON THE SITE. ALL ITEMS OUTLINED IN THE GEOTECHNICAL REPORT SHALL BE MONITORED & TESTED BY EARTH CONSULTANTS, INC., TO VERIFY COMPLIANCE WITH THE RECOMMENDATION CONTAINED THEREIN “em \ =—— 1.E. 25.6 -24" CB NO.3-TYPE II-54" SW 1/4, OF THE SE 1/4 OF SEC. 29, TWP 24.N,, RGE. 6E.,WM. | : KING COUNTY, WASHINGTON | A PORTION OF THE — + GRA = CB NO.8-TYPE | A I e! \ E.=35.31-12" if ssa ee | ] E.= 30.85 - 24" 5' / ‘a \ fA \ 7 ‘ T Poe a 7 = MATCH LINE TO SHEET _ a _ -& On oe oz —3% + 432%, & 40.26 \ 38.97 S110 LF -12"CM.P S=1.0 %o = \ 38 16 GB soso 40.21 39.78 39. | | fo 9.67 | | \ EX. SAN. SEW. MH \ RIM EL.='372700 NN. I.E. = 33.68 -12" A, Fe | > | | | NN “N | | | on \ FIN. FLR. EL.= 40.3 55 38.79 GB 39.03 + 2% FF 39.50 2% oa SS SS FIN. FLR. EL.= 40.2 6——| 40 ————_ RM EL. = 36.88 ms Le ADJ. TO EL, 38.74 INST. BEVELED END ~ — | & RIP-RAP OUTFALL. a 7 48 (@) INST.6"PERF. PIPE ADJ. TO & AT sie! LE. AS SHOWN. EX.SAN.SEW,MH. 0 || 8——_ “TF E'= 3313-12 —-@} - | wo | "= 20! | | = 20 x | / r | ° e If | \ 39.51 170' CTR.-CTR._S=0.5%o _ rE T+. ——~754"CMP wi 36" CMP ENDS ” - 39.1568 @ (12 GA.) : ut SAN. SEW. LE.= 33.19-12" NN oa = Zz STM. |.E.= 28.5412" \\ \A\\ 3 ° \¢ x ro \ \ +, ; -47LF-l2 CMP 4 "35.597 \ ‘ \ N \ Ga S =1.0 o J ° ' ~~ e > ~ 1 , \ \ \ \ RS Xe > YY Zz ; Lid o~ ? ° 4.5% 44 _. oe _ \ 282 Yo —~ ~ 0 ' _f£ 3.36 Yo _ \ ; 7 = | \ \ 36.¢ fh 35.81 G.B. eh \ 36.6! G.B. \ v \ | \ _ Seg ® 36.16 < s nv ae | [~~ , Lo Aes . I | Soe po \ 29 LF\2"DIP EX. SAN. SEW. MH. . 6) 2s Paes Ce S=L0% |.E.= 32.07 -12 . Vit y ce | \ : RIMEL=3588 ©) Uy | ‘ NO ADv. TO RIM. fl \ | OUTLET CONTROL STRUCTURE _~ | . | CB NO.I-TYPE IIl-54" w/SCLID LOCK LID \ CB NO,5-TYPE I-48" \ RIM caprer OVERFLOW EL.=34. ~~ . GRATE EL.= 35.8! @ : E.=28.40 -12" & | 30-———o tg SS. |.E.= 30.04-12" | | ; 2 CB NO, 2- -54" aa a ° _.=SEE DETAIL - SHEE | |.E.=28.00-18" 32 —~___— — NE EL oe Onn / ma na a | \ —e 4 LE. 28,72 - 12" & 36" —__ ill / _ 8 ee ee \ b \ —— 36—— _f-— oo —— LE / ee | 0 — Le , v ‘7 CG 7 : | @ NOTE: EX.24" APES SHALI. SE CAPPED | AND FILLED w/ LIGHT WEIGHT CONC.- VAX. DENSITY = 7C LBS/CF NOTE: ALL CATCH BASINS LOCATED IN AREAS DESIGNIATED BY THE GEOTECHNICAL ENGINEER AS BEING UNDERLAYED BY COMPRESSIBLE SOILS SHALL HAVE TENSAR SS-1 GEOGRID PLACED ON RECOMPACTED STRUCTURE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. ADDITIONALLY, TRENCH EXCAVATION, BACK- FILLING, COMPACTION AND PLACEMENT OF MIRAFI FABRIC SHALL BE IN STRICT CONFORMANCE WITH THE RECOMMENDATIONS AND METHODS SUGGESTED IN THE REPORT. ik PE NOTE: ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS DRAWING IS FROM A SURVEY PERFORMED BY BARGHAUSEN CONSULTING ENGINEERS INC. DATED JUNE 14, 1986. (THEIR JOB NO. 2097) \ APPROVED BY Khe 7 So wept * LZ (Of 33/¢ * | CITY OF RENTON PUBLIC WORKS DIRECTOR” ft 7 SD-5 | SHEET _2_ OF 5. @ JOB NO. 87-015 PREPARED By: . | ENGINEERED SYSTEMS, INC. 775 IDYLWOOD DRIVE S.W. SAQGUAH,WA,. 98027 BASIS OF BEARING WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE. BENCHMARK DATUM WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. REV. 10-24 -87 PER CITY REVIEW GRADING & DRAINAGE PLAN 1-405 EXIT 7 RENTON WASH. Is Sh. 107- Sy (206) 392 1471 © Oo mimmputaneriataiiiasiniestaieiiameseiad | ti ee x. : GE.5 E., W.M a H e A PORTION OF THE SW. 1/4 OF THE SE. 1/4 OF SEC. 29, TWP. 24 N., RGE. oy WO. IL =e é = \ CITY OF RENTON KING COUNTY, WASHINGTON | LEGAL DESCRIPTION TS Re CE a Pa That portion of Tracts 183 and 184 of C.D. Hillman’s Lake Washington Garden of Eden AE CRTI IIE: 9 . ” STichawer” Vo gh. SLE Ne | t re) — z Addition to the City of Seattle, Division No. 3, according to the plat thereof recorded in O i ae 2 fe pnt lt Sage * — \ < Volume 11 of plats, page 81, in King County, Washington, lying Easterly, Southerly and Beals 2 yaad ¥ | : esa 5 a @ « Westerly of Primary State Highway No. | as condemned for highway purposes by the Bias lex dl of of ers Oot | | @ Y) State of Washington under King County Superior Court Cause No. 613780, including that a: ee eae luc. z : Pe f 2 < é = portion of county road vacated by Ordinance No. 2111 of the City of Renton. aN WY fp Mae ASS EY E S : a AUT Sale ( AV x\ fe 2 cs = (@ Si oe - 3 i ie ‘ 4 ; ~ ® s é _of-way MaP ' More particularly described as follows: soe SS il! ees s suin_gt iy Pe a * hrs fag frm ‘ Stat Right re from beg Bebe 7 é Wah 5) my ayy 4/9 ~” ta £ iat, ee 1 4 ast < ea t getexrmined une S eat et COMMENCING at the intersection of the South line of said Tract 184 and the East at i. # | € 7 eunltl’ 5 ” S| 2 £ g %e to yennydale og ee Re pions margin of said Primary State Highway No. | (SR-405); 4 i Hens og = | Pr ee Shin ole = \ oO by yarter Cone THENCE South 88° 45’ 09" East 405.00 feet along the South line of said Tracts 184 and She Pe ; 5 (e) ries 183; Wis Bie 4 9 = 23 2 ee ihe, ON. S| * N E TH ST THENCE North 01° 14” 51" East 191.54 feet; ae gs é Ow “ 4 44 | ” THENCE North 88° 45’ 09" West 138.46 feet: Boke 5|3 B rs an § a 4 P THENCE South 01° 14’ 51" West 52.27 feet to the TRUE POINT OF BEGINNING; y's m|< ao STORM DRAIN __ THENCE North 01° 14’ 51" East 130.23 feet: a - S w he x RIM= 44.83 \ ee us ~ THENCE South 88° 45’ 09" East 31.00 feet; | Se - ps \ IE 8" QOUTFILL TO S. ae ra / Ue tess Sad be THENCE North 01° 14’ 51" East 106.71 feet to a point of curvature on the South margin | TT = ge \j . Bitscnee 28 ae of said Primary State Highway No. |, the radius point of which bears South 07° 19’ 42" ol > O o ; ~S eee West and a radius of 308.10 feet; Or Le a ba N 34°14 08) E pe A4 ELY. 1013 7 B1.14 X LINE YY itn... THENCE Westerly along the arc of said curve to the left and southerly margin through a ald} 2 © a iT) re Py aril | e ae central angle of 13° 05’ 34" an arc length 70.40 feet. olol 3 Oo Ls eT i ee : \ THENCE South 73° 33’ 52" West 108.01 feet along said margin to the Easterly margin of mt e ffi 2 eA NAIL 0.05' N. N said Primary State Highway No. 1; ri FND. RAMSET iL O.17'E. & 0.05\N- THENCE South 02° 12’ 32" East 118.57 feet along said margin; D/L} of oe | ALSO HARD NA : THENCE South 12° 23° 18" West 86.84 feet along said margin to a point that bears North ; : i< || « o | 88° 45° 09" West from the TRUE POINT OF BEGINNING; osm Fal | ant Swe ageg: A s 313] | = MINAIRE C. BASE THENCE South 88° 45’ 09" East 151.79 feet to the TRUE POINT OF BEGINNING. Se ma ie ; | Ate ~~ A ae i= LU ©) CONC. BL eae. MES . HE foul] g ON - ci TURE LIGHT ) : * 7 Subject t f d : 2 { Ful = oes om ~~ é ~ ubject to easements of record. ol tear pe a <I i ace, ~ U kb oO — Sa RN = a a et ; re — em ge 3 VICINITY MAP — | x a ee ee s eh ae es Note: This description does not reflect a legall wi gNe \ » SET REBAR _W/ CAP ee 4 te Bat sag Si Sale - and only a proposed short plat ce en oe Pee ©: LS. 22338 —- d ee zZ\ A Des ° : - on | ' / jo fer . Ww ; al rae Ns | St. MH. R= 308.10 bs Pett as 4 ik. - sr, or RIM= 37.27 A aeege' ae p’ or BASIS OF BEARING Ai: Sf . ‘ = a. / / : ‘s IE 12" TO SW. 33.68 , buy ten?” ‘ au er L=70.40 Wash ington State Coordinate System, North Zone be Ls rey : Po \ i. 33.6 TBM TOP REBAR = . miata oleae IE 12" FROM N. 33.66 & CAP = 37.44 ~<A eee fe) ° ve CH= N. 89°13' 05"W. A: / Be Pe & / Ly f © $ oo ane t See | / / , | | yok pe’ : -” | he O 1 os is Scale: |"=20' |2 ae oe | = | Mi a — | | | | od me ee FND. 4" SQ. CONC. R/W N 3 he. < we Paar gS pM MARKER S. 6.5 & E. ©.4' 9° | [op BENCHMARK DATUM > ete | Ed - f A. ; 360° po 4 Sle | at a. | \ . od | ee : : 30° .e - | Washington State Department of Transportation : ee ° eae ole 2 O-_ait® = O | | ] \ | \ ; ‘4 H. a f ¥ ae LE pm ae race RIM= 3 SDS a MaMSS ones a ne e | *« || | 36.88 \ ve : eames See | | | a IE 12" TO NE. 33.13 Pe | ! te 2 ‘ee 9 | “aE 42°40 & 33.13 e \> ! ; geen a soa \ a, | x -: Sages " a Q Vey fa a if! : SET REBAR W/ CAP °° ; LEGEND is 4 eh eae ( re \ S 88°45' 09" E i$22338 .» 1 %, O Pore ah qu \ ee ET REBAR w Af 4 Y wr < ae Ee ke Bee! io \} \ a _ j|LS. 22338 _/| 31,00’ | 4 A iS) Corners set, rebar w/cap 22338, as noted. ee ee wx | | % | ow ss 0 esl | = ” Q . re) Corners fnd.rebar w/cap 13035, as noted. WO i é| | | we otis be ly a \oea re | \ \ <@& < \% 4 Monument encased as noted. \ \ x \ ‘ . . = a = \ tee P o Oo 7, a oO Y Cie = | me i x a a“ yor ; ay we Sanitary sewer line. , s ° 3 F a | ea < \ \ id ey ‘ S G 9 S Ne : Spot elevations. 3 5 Woe ly PB r T FND. 4"SQ CONC. R/W MARKER ~- x _ oe Sf , «ae eae daa Pa be i ' ee \OL ine S| CHISLED ‘X'2N. 0.15 & E. 0.06 OF CORNER | x or° ' ee Contours K \ | | a AA | < Bee | | beh sh D 9 ae . O | ia on | \ OQ ‘ QO: A es Asphalt o| 2 ee) I = pv ee gf | 4 oi ok Seta A SS é is = z= x ” pe e 4 ee al | uw), \ i \ b>” 3 i a * P= Ad *\ : re 1-8 Ss to | nae Centerline Creek O.3-3 £5 | or = (7) a o ‘ a ly % bear | Pon) o@.és 2&8 gett Fy - : ..7~ Edge ot Swamp Area | ky ee | : . | xa ; S) oa | { \ N 88°45'09" W_ | NOTES: i k | = WW ‘ \ 4 3 e 16 | Ds: Pacific Northwest Bell has an easement for underground communica- oo = \ t tion lines and above ground cabinets of indeterminate location Ss ois > A.F.N. 8604070748. us wo. (8 mm Re : | = Na = x 2. Easements and reservations shown hereon were based solely upon a aa ar | Tr N uw) a QV title report provided to Barghausen Consulting Engineers, Inc., by G) o | xX 90 | ba N - ; A the client and no further research by Barghausen Consulting Oo S y <M | oW Ln O - Engineers, Inc., has been attempted. Title Report: (covering this é&) &£ 4 y Ls am \ ve 5 and other property) Ticor Title Ins. Co. Commitment No. | © _ o> nf \Z% b>’ == wi Dey A-355190, dated June 24, 1986. sam =| Sy > zi Oo £3 | 7) ) < t oh No assessor's tax lot designation has been established for this 0s, 4 a ee site, since it is proposed. = 5 x / | \hv N 3 oes Wy : ial ., = é oh ° 1 u Lu | ai wi | S 88°45' 09"E ak a SET REBAR W/ CAP \ . © ig Ps 5 is.22338 Y) . SURVEYORS CERTIFICATION 9 m5 : } : ® TPOB = — ah \ r "I hereby certify to Ticor Title Ins. Co. and McDonald's Corporation — = oa R, 4 © | = | : | Lu that this plan has been compiled from a survey actually made on the eal B = i | \ > ground under my supervision on me _—— ow | < | e° \ 0° \ | 3-6-1987; that is correct and complies with the requirements provided <= £ Fr & \ a | ° a by McDonald's Corporation. z — | & c o = = al | \ 2 a DATE: 3-20-87, wil ws & a | \ | L 4 ~ 3 hee | o.. je e "4 | : Signed ae c.. age ae 7” a _ 7 epee. . COZ. 29 _ 30' NTS © L.S. = #22338 mew Ss Socks ; et a Line Tract 184 S 88 45'09" E 405.00' ) | \ 7 4 = oe ae -¢- te a ol 32 ~ CONC. MON. W/ BRASSIE ; : , —¢ L b oehe 5 2) S. 1/4 COR. SEC. 29 N a 43RD ST f 1 FSA EO) | x, a . o a : Se — 3 : FND. TACK IN SHINNER IN CONC. ( INCASED ) ~— 4 @) 0.55' EAST OF INTERSECTION HELD ON SOUTH LINE OF SEC. 29 ; % $s fe . : j 3 vy pes : ; . Ce ne a 4 % : are be - ae a, ¥ - ee ‘* ¥ . lel | “Rew toes Le en a ee a " [7 i | ] TMmericmer 70-5A “IAIELCOM a Bg ©: J — [= f ED FR E E Z E R | CH E D TR A S I ' a? - JO Me DO N A L D S S7 - F W / 89 41 4 " W/ E N C L O S AN D AT T A HS 7 ———~¢ Ita a’ ar Ar waters . - Ff oH Le DK RA] A LA T yi [7 ~VINC Le yi/ MENU BPD. W/SPEAE po PAP 4 DETECTOR ea s e ed Cd ba r a t J Ny, “a f ING AT c ONC. i ‘ oA =T © DETECTOR a ae LOOP FOR FUT + ~~" GENERAL NOTES: McDonald's Road Sign and Base are by the Sign Contractor. Conduit and Wiring are by the General Contractor. Bases, Anchor Bolts, Conduit, and Wiring for All Other Signs are by the General Contractor. %"’ Empty Conduit to Locations Shown at the Lot Peri- meter for Lot Lighting is by the General Contractor. Lighting Fixtures, Bases, Poles, Conduit, and Wiring are by the Owner/Operator. Bases for Flagpoles are by the General Contractor. Anchor Bolts are by the Flagpole Supplier. Proposed Utilities are Shown in Schematic Only. Exact Locations shall be Field Determined to Allow for the Most Economical Installation. The Contractor shall Coordinate with All Utility Companies to Determine Exact Point of Service Connection at Existing Utility. Refer to the Building Electrical and Plumbing Drawings for Utility Service Entrance Locations, Sizes, and Circuiting. All Elevations Shown are in Reference to the Benchmark and must be Verified by the General Contractor At Groundbreak. Finish Walk and Curb Elevations shall be 6’’ Above Finish Pavement. All Landscape Areas shall be Rough Graded to 6’’ Below Top of All Walks and Curbs. Finish Grading, Landscaping, and Sprinkler Systems are by the Owner/Operator. PAVING SPECIFICATION: (Minimum 3” Total Compacted Asphalt Thickness.) oY AS BASE. BASE Cr «I PHALTIC CONCRETE ON 4" CRUSHED rock ASPHALT SECTION TO CONSIST OF LIFT OF Z¥z" AND WEARING GURFACE. ¥2" COMPACTEP 10 8S". SEE OF -4 FOR COMPLETE TAVING SPEC. tion Test And/Or A Core Sample. If Tests Prove Correct, Per Above Specifications, Tests Will Be At The Expense Of McDonald’s, Otherwise, G.C. Will Be Charged. LOT LIGHTING RECOMMENDATION: Note: Electrical Contractor To Circuit Lot Lighting As Noted. PARKING INFORMATION: Total Spaces: 0 COMPACT 5. Spaces 5.5 x /@ @ 90° i \O Spaces 9 x 12' @ 90° ‘ 4 Spaces 3:5' x /9' @ STANDARD 34 Spaces 19° UTILITY INFORMATION: @ 590° Size: Type: Location: Sanitary Sewer NM... WEST 4iDE OF TPROPERTY Water Storm Sewer DiTCH Electric Gas SURVEY INFORMATION: Prepared Dated: By: BARKRGHAUSEN CONSULTING ENGS.INC. / KENT, WA. MARCH 13, 1987 LEGEND: Sanitary Sewer Gas G Water Storm Sewer Electric NE Existing Elevation (76.5) Proposed Elevation STREET ADDRESS: AAT! 2 SF BO™ or (exit 7) Lot Light @—B i?P:30 CITY: STATE: RE! TON WAGHINGTC CUILDING/ZONING DEPT. COUNTY: KING 1/ 1 3/ ¥ - 7 ” andl << 5 ‘t a a < z “—t | a Si g n a t u r e : / ( 2 re q u i r e d ) - y . aa “J * # ¥ i, . / Ah i S ha r e \ SA - | 0 7 - S 3 B =7 CO - S I G N SI G N A T U R E S : PL A N ST A T U S : REGIONAL DWG. NO.: Op e r a t i o n s De p t . 7, be s Co n t r a c t o r 19 8 6 Mc D o n a l d ’ s Co r p o r a t i o n Th e s e pl a n s an d sp e c i f i c a t i o n s ar e th e pr o p e r t y of Mc D o n a l d ’ s Co r p o r a t i o n an d sh a l l no t be : ‘ re p r o d u c e d wi t h o u t th e i r wr i t t e n pe r m i s s i o n . Mc D 14 5 3 3 Pl a n Ch e c k e d As - B u i l t Dr a w n De s c r i p t i o n Pr e l i m i n a r y Dr a w n Re v i s i o n s c a p e | 7- 1 5 87 \o u r r - | 9 Ae DY M ! . FO R W A R D (2 ° PA R K I N G 2 LA - pe 2c MO Y E tp s RE V I < Peo EA CORPORATE DWG. NO.: 2 |@D a no nr Q) 25 5 pig ol a 3 “5 = 4 © oO m Of ° Y) °: 3 SYMBOLS #OF DISCRIPTION COMMENTS Ke 0: 3 <_ 5 zo -e&-s , ©) 2a cet os | ; 3 toe 5 ACER RUBRUM 3 CALIPER , 12-15'HT, WELL SRANCHED ABOVE O Ss. 2 KED MAPLE 5), MATCHING CROWN rT, Os 9 > « Wi: a od 6 2 vt: | \ ' oO E = ° 2 SETULA SACQUEMONTII \/2' CALIPER, S-ICHT. SINGLE OR MULT- STEMS, Q ie. y th ST- NON: WELL BRANCHED SPECIMEN, BtB. td 2 NE44 Za fai < z ° a wes (-) 9 ACER RUBRUM ARMSTRONG! A CALIPER \O'-12"HT. WELL @ZANCHED ABOVE 5) TR < § 5 ARMSTRONG ED MAPLE MATCHING CROWN. OG & Sas O 8: Peay <3 3 i ms ~ ase » TSUGA METENSIANA (."-©" HT. =ULL AND WELLBRANCHEDTO BASE, St Li is 2 } SEKI PRD ——- MT. HEMLOCK : SOE Ran AR S wi a at a ee 6660) 4 | CORNUS STOLONIFERA IO'-24" HT FULL AND BUSHY TO BASE. ql 7 rt Oise Beer ill PES wOoP ee ese RSS asGesE SN HB SPN NR s . A. Pssst oat bom | ERICA CACNEA '6PRIN GWOOD' GAL. FULL AND BUSHY 18° TRI- SPACE ill) | 4 a AEATHER WN , | VIBURNUM TINUS ‘SPRING BOQUET' Ia"-24" HT. FULLAND BUSHY TO BASE, : 2Ob | LAURUSTINUS Bie ORCONTAINER (1) 5 RHOD. -ODERS WHITE 30'/3' HT/6P LATE APRIL, WHITE w/ YELLOW SPOTS pe". \ \ \ (2) \3 ZHOD. SEAN MARIE CPEMONTAGUE 30/3 HT/6P, EARLYMAY | RED . ) Coe \ | —— © b RHOD. MRS.TOM LOWINASKY 30Y/ 316" HY/AP. SUNE, WHITE w/ RED BLOTCHES Z - My \ ~ 1) \ Lia (4) 3 ZHOD. UNKNOWN WORRIOR Bd/Be HT/6PR = MID.MAY, = RED E I EL: LZ) n 1. | hs SRR 6) © | HOD CHRISTMAS CHEER 25/36 HT/6P, LATE MARCH, PALE PINK D z t . CoS o1 |AZALEA 'MT. eveREST" 6/20 Hf. APRIL /MAY , WHITE nt a: GLEN DALE HYBRID O —_— EE in JA | LAWN CONTRACTED BY OTHERS bi C We) Po z< 7 N/A SEASONAL COLGK 3 rT ———— \ +4-— CEOTISE, & O 5 ROCKS 3-4 MAN ROCK i | vias | a = Zu | ; y ; = . , 3 an 5 i} | . HOTe: AANT TREES | XD Ck De | 5 HIGHER THAN DEPTH [GAL NAILS. ash oe oo 3 GROWN IN NURSERY. ? oz {.) | pvOIV DAMPGE DD ROOTS WwW: £ ( = , BY OPKED 4 ; ” rw ee A > GUYS PER TREE VARIES ea oe a a : AK RUBEER Hoe CS ee ae ate — | — _ u . (2? DIR. MK “Hsia — no or eRe No AONE isis 2 | N) = \2 GA. GAN. WIRE 2X2 CONST. GRADE D-FIRK iF OTe _ ee _ 3 : | ) 4° GDN. TURNBUCKLE % FOR 2¥2" CAL & SMALLER. oP igi 4. | YI : (USE GUYS ON GAL. LARGER ofstk a M3 ths ||) | Han eve"). _ ¥ tt z" 3 | \) Ces) Za AV ANN N _ FIN. GRAPE fe Te 20IL MIK_ ¢ HOLE size i e he “243% 20" Mt i [eA Fl Ee OPECS. : am .\ SO) FAY: el ‘- SPKES (2 TREE) ¥ CTE | PU ee _ — Si eceerceey Sree PRIVNE STAKES 20 DEPTH J I _ PLANTING Mik (sr PUD Mpriy CPESS. SUPRIUENT TO SUPPORT TREES ( FOR Deri SPACE TO AVOID ROOT DAMAGE. TREE GUYING DETAIL : TREE STAKING DETAIL iS ; ——— NC” TO SLDLE NOT 1 ALALeE (cE , (G _ __ O no \i mi za O 2) > Lu — oc NORTH SCALE 1”: 20’ Jo b No . 54 3 De s i g n & & Dr a w n C, B O H A R T Ch e c k Ge SHEET NO. JAN 12 1988 BUILDING/ZONING DEPT NOTE: ; RVIPING DIAGRAM '9 SCHEMATIC, LOCATE ALY VAINES - | LINED & ALG * wD CHES YW |THIM PLANT RREDS Mit RE - EVEe Oe OWE, \Ye MAIN SERVICE HOUSE METER GATE VALVE |%4 ~ DEDUCT METER DOUBLE CHECK VALVE ASSEMBLY so o w a l 8 -— R QUICK COUPLING VALVE — SOHUEMATIV FOR WINTEKIZATION #2 AUTOMATIC CONTROL VALVE VA L yt —— ea ee aN ot ~N “VE 20H, do suRPLY LIne LATERAL WHE Cl. 200 -#1 AUTOMATIC CONTROL VALVE FINISH GRADE VALVE » BOX es eo ae W/LOCKING COVER ieze MIN. 12" coll Or coNmack : gor" Zu WIRES: | i — —— AUTOMATIC CONTROL : oe i ah VALVE “sy UNION EA SIDE OF .. VALVE a QL LLCS CU GRAVEL SUMP AT BOTTOM OF VALVE BOX (MIN, 1¥2 CU. PT) AUTOMATIC CONTROL VALVE (V O ps on Lu _ ms O O Y) YY) < O = — ol OQ Lu CO N S U L T A N T S e 40 9 EV E R G R E E N BL D G . « 15 S. GR A D Y WA Y * RE N T O N WA 98 0 5 5 « (2 0 6 ) 25 5 - 5 7 2 6 CO N T R A C T O R S LA N D S C A P E AR C H I T E C T S ot Ge r a l d Ed l u n d « St a t e of Wa s h i n g t o n Re g i s t e r e d La n d s c a p e Ar c h i t e c t * Ce r t . No . 87 NTS LENGTH AS REGU hs IED 2. | Zi) 3 a fA\ N AMETEK JUMBO , ri \) BOK,.NOTE. MAY REQUIRE ~ 4 ef / MORE THAN (1) FOR LENGTH ) A =f : w= : =] | Be ee Peete erie au (ei ) lM fo Be gz ae iE pL _ [3 [sz | LA po kan de (BQ C5 eee SOG 125 5e.e sumr--76" vase \, | ea Hio26> a 2 *| S - gitndn.. one MARK IL CH<EAL (ok FL) 4 ._ = CLEARANCG UNDER CHECK ASYT WATTS #717 PRONCSTRAHER, rep) O 0) DOUBLE CHECK NALVE ASZEMPUT 2 HoT TO SALE wi - be (@) of ee Eo we 7 Fi nl RAIN 1612 2 0s nia, 2 HIGH _ FOF. [alah WOUELE 5 £5 ; gt ee | ev 1 Oi} 9 — RO NoERT ee a" \Po x 40" > : “ é é ~ “deka # e@Go-3) i | ae 2 DRO THICK WALLED _ ot PIPE QO sz TEA, 4 Goer 20 fe". z¢+o wut TF ja2aiwyT & E a - WW ww V2" STREET ELROM/ ooze = ”~ § INSERT - ELL = "2" 1PO_K 3a" : ee ER «iT packers: SEIS pe a (>) Swing Joint Assembly Nor 1? SObLE ” z Oo Q > Lu or HARD SURFACE 4. eee OYR) "7 w ; uw s nh F4- MINUS io ay «a paar CRUSHEDREK fs 2 UL aw == SAND poe te Ske” - Ell — oe £2. ee TM it eeLeevecrve) 7 Oo 9 9 8 (= 0: Ge) 18 |) SHEET No. TYPICAL SLEEVE DETAIL JAN 1.2 1088 wh, BUILDING/ZONING DEPT ee SA-107-87