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Home My WebLink AboutzR-4390set0 I I W GENERAL PROJECT NOTES I. CONSTRUCTION OF THIS PRO.ELT SHAtl BE IN COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND RE 011L ATION5. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND EACH 5115CANTRPLTOR TO REVIEW, UtDERSTAND A V COORDINATE WORK MT14 APPLICABLE CODES, ORDINANCZ5, RER.ATIONS, AND &L CONTRACT DRAWN% BEFORE THE INSTALLATION OF THEIR WORW, ANY DISCREPANCY BETWEEN DRA IN 1 AND SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR 61-ARIFICATIOt1 ANY NOW, INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DOCUMt WS SHAU. BE CORRECTED BY THE CONTRACTOR AT H15 OWN EXPENSE AND AT NO LSE TO THE ONNI9R; E N61NEER OR ARCHITECT: . 3. 5vfEDW..E AND RECEIVE APPROVAL FROM 6OVERNIN6 JR15PICTION AND THE EN61NE-R FOR ALL UTILITY INTIitRUPTION5 A MIN!" Of ONE YAK (I DAYS) IN ADVANCE OF NEEDED DATE. 4. CONTRACTOR SHALL VMFY SIZES AID LOCATIONS OF ALL OPENINGS FOR MEOHANNCAL EWIPM NT, ELECTRICAL EGUIR411r, OWNER SUPPLIED EQUIPMENT, AND OTHER EQUIPMENT, A5 YELL AS SHOP DRANW95 AS REVIEWED BY ARCHITECT OR ENBUYEZ BEFORE PROCE DINS, WITH HOW, 5. CONTRACTOR SHALL VERIFY/ADJYT SIZES AND LXAT06 OF ALL E094W PADS AND BA5E5, '... POSER, WATER AHD DRAIN INSTALLATION BEFORE PROGEEDIV,' WITH THE NOW. THA5 SHALL OCCMIR WITH NO ADDITIONAL COST TO OWE2 G. PROVIDE .B.00KIN 6 BEHIND ALL WALL MOUNTED AGCE55ORIE5 AND MILLWORK AS REQUIRE BY APPLICABLE MAiPAGTURE2 REiOWMAT'IONS, AND AS INDICATED BY ARCHITECT DURING SUBMTTAL PROCESS. T. ALL PENETRATIONS OF FIRE RESISTIVE WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO U DEER OTIE R5 LABORATORIESLSTINSS FOR TWDL16H PENETRATION FIRE STOP SYSTEM. Ali b. CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO FINAL. PLACEMENT OF L16W FIXTURE AND DIFFUSERS IN ALL CEL1N65 AND WALLS. COORD. WITH ELECTRICAL PRIOR TO AW)EiTKAL CEILINS 6RID IN5TALATIONL Q. ALL DIME45101N5 ARE FROM FACE OF BRICKMLOCK AND/OR FACE OF STUD AND GEHT5;tLIN✓E OF CCUM S, UNN.ESS NOTED OTHERWISE. 10. ALL EXTERIOR WALL 4 ROOF OPE ASS, FL/5HHN6, COMTER4 ASHHK, EXPAN5I0N JOINTS SHALL BE C.ONSTRCTE IN SUCH A HANANER AS TO MAKE THEM WEATHERPROOF AND WATHRTI614T. IL EACH INSTALLER SHALT. BE RE51PON51B.E FOR VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO 5E21RE COMPLIANCE OF ORANIN S AND SPECIFICATIONS CONCERNING THE AGOURATE LOCATION OF 5TRLICTURAL MEHEIERS AND OPENIN65 FOR MffCHANIGAL, E33GTRICAL AND MISCELLANEOUS EQUIPMENT. 12. THE CONTRACTOR SHAH. USE DIMENSIONS, A5 %I" AND ACTUAL FIELD FA:A5UR13MHNT. NOTIFY ARCHITECT OF ANY DI5C.REPANOES. Ia. REGYGL.INS• CONTRACTOR S BNCOURfSE TO RECYCLE ALL MATERIALS POSSIBLE AND TO USE RECYCLED MATERIALS WERE SWTABLE CONTRACTOR SHOWD NOTIFY ARCHITECT OF POTENTIAL REGYG.V MATERIALS WHICH MAY BE APPROPRIATE FOR %55T1MtON. REFER TO THE'DIREGTORY OF RECYCLED CONTENT BALDIN6 AND GON5TRUGTION PRODUCTS: CLEAN NASNIN6TON CENTER, (206) 464-1040. 14. THIS PROJECT H/5 BIDDER DESd&NED 4 INSTALLED AUTO. SPRINKLER SYSTEM. I5. THIS P �T HAS BIDDER DE516HED 4 INSTALLED STEEL STAIR AND PIAIFORM SYSTEM AT THE 16. TH15 PRO.EGT HAS ALT73NNATE5, SEE SFECIFICATIONE, 1T. SYSTBM5 CONM15510WN6 - ALL HVAC CONTROL SY5TEM5 AND OTHER AUTOMATICALLY CONTROLLED SYSTEMS FOR W 4H ENERGY PION PERFORMANCE, OR MODE OF OPERATION ARE R155W.ATE BY WA651-11-1416 SHALL REOARE SYSTEMS COMMISSIONING. PRELIMINARY AND FINAL REPORTS SHALL. BE IN ACCORDANCE WITH SECTION W&422 Ib. PROVIDE fIREBLOCKIN6 PER 2003 IBL. SECTION -IT? I&. PENETRATION OF I HR WALL SEE 10, U AND 13I5/A62 DRAWING 5YM13OL5 fp� DETAIL DETAIL �HNGE SHEET NO. O. SHEE LTTER BLD6. SECTION 1!CONE n Axe( NO. XX -- SECTION NO. WALL SECTION -�-- sHE£r Ho. ELEVATION NO. INTERIOR ELLVATIONS SHEET N0. xx xx ROOM NAM ROOM IDENTIFICATION ROOM NO. !nj WNDOKNELITE TYPE 5YM30L C I �-^- �/ WINDOI TYPE NO. DOOM N . DOOR SYMBOL x /•- DOOR No. NOTES +--"^- NOTE NO. WALL TYPES -n �--- ITEM LETTER SHEET INDEX TI= TH SWEET TITLE SHEET TI2 CODE DATA SHEET SITE T5 £-NiRNEI' TOPOORAPHIG 9JRVEY TRAFFIC GI C+IAN ELIZATION PLAN T51 TRAFFIC 516NAL. MODIFICATION PLAN T52 TRAFFIC, 516NAL NOTES AND DETAILS T53 TRAFFIC 516HAL WIRIM9 DiA6RAM T54 INPUT FILE LAYOUT AND DISPLAY PANS T55 SIeHAL STANDARD DEf"AiL CI ART CAVIL GI COVER SHEET AND 51TE PLAN C2 CLFARiN6, SRADIN6 AND TES, PLAN 63 CLFARIN5, 6RADIN6 AND TE5G DETAILS C4 PAVI%AND STORM DRAINAGE PLAN 65 DETENTION VAULT - DETALL5 4 SECTIONS a PAMN6 AND STORM DMNA6E DETAILS GT I08TH1 AVE. SE IMPROVEMENT PLAN 5W SEWER AND WATER PLAN 51 VAULT LID 4 FORDATIOI PLANS DETAIIS 52 WALL SECTIONS 4 ELEVATIONS 53 57PoKTWAL N oTES LAN r]�Sf.APF LID LANDSCAPE PLAN L2.0 meATWN ZOINI PLAN L3D LANDSCAPE DETAILS L4.0 IRRI6ATION DETALS ABBREVIATIONS ARQ4TE6TU1lIA Al SITE PLAN AI2 51 TE DETAILS A13 SITE DETAILS A21 FIRST FLOOR PLAN A22 SECOND FLOOR PLAN A23 ROOF FLAN A24 MAINT. 131-06. FLOOR AND ROOF PLAN A31 EX)ILDIN5 ELEVAT06 A32 BUILDINI6 ELEVATIONS A33 MLDiN6 ELEVATIONS (MAINT. 131-06) A4.1 BUILDINS SECTIONS A42 BUILDINS 5WI10M A43 BUILDINS SECTIONS (MAINT. BLDG) A5.1 ENLARGED FLOOR PLANS A52 ENAR68) FLOOR PLANS A53 ELEVATOR PLAN 4 DETAILS A5.4 AYNI%eITRY PLAN6 4 DETAILS A55 AWJUNS FLANS Aba REFLECTED CEILING PLAN A62 REELECTED CEILIN6 PLAN A03 REFLECTED CEILINK PLAN (MAINT. B P&) ATJ INTERIOR ELEVATIONS Al2 INTE RtOR ELEVATIONS A13 INTERIOR ELEVATIONS AT.4 INTERIOR I LEVATON5 AN INTERIOR DETALS A82 INTERIOR PETALS A83 INTERIOR DETAILS A41 DOOR SCAIMES d WINDOWS A4.2 FINISH SCHSJW.E, STOREFRONT 4 WN OOS A43 THRESHOLD DETAILS 4 DETAILS A4.4 DOOR DETAILS 4 DETAILS A45 DOOR DETAILS 4 DETAILS A4b WALL TYPES AOJ EXTERIOR DETAILS A102 EXTERIOR DETAILS NO3 EXTERIOR DETAILS AIDA EXTERIOR DETAILS A105 . EXTERIOR DETAILS STRUCTURAL. 51.1 6ENERAl_ STRUGTURAL NOTES 51.2 6ENERAL 5TIUCTURM. NOTE5 52.1 FOIMDAT(ON/FIRST FLOOR FRAMING PLAN 522 IPPER FLOOR 4 LOW ROOF FRAMING PLAN 523 LPPER FLOOR RJXF FRAMING PLAN 52.4 MAINTENANCE BWLDIN& FOMUATION PLAN 525 MAINTENANCE BALDING ROOF FRAMING PLAN W. TYPICAL FOUDATION DETAILS 532 FOMATION DETAILS 533 FOLWATIO14DUAILS 54J MWWY DETAILS 55.1 BRACED FRAME ELEVATION 4 DETAILS 552 5IM AWNING FRAMN5 PLANS AND DETAILS 561 HE, D BEAM, d POST CORJFCIION DETAILS 562 TYPICAL. FLOOR FiRAMIN6 DETAILS 563 ROOF FRAMING DETAILS 56.4 ROOF FRAMIN5 DETAILS 565 SHEAR WALL, H.D. d STRAP SGEQ. AND DETAILS 1.twe MIA mlr_.ei LBOENP AND 5GHE.DULES M2.0 FIRST FLOOR PLLAMBU76 M2.1 FIRST FLOOR PLUMBN5 M22 SECOND FLOOR PLUMBING MBA FIRST FLOOR HVAG M%1 5ECOND FLOOR HVAC 4 ROOF PLAN M4.0 MAINTENANCE BW1.9I145 MS.O DETAiL5 Pr wTQlr_.AI E E3.E1,TRICAL 517E PLAN, LESM, 4 DETAILS EO1 RISER DIAGRAM, ONELI E DIAGRAM 4 SG+A97ULEE E02 LIC*MW FXRIRE SGFEO" DETAILS E03 ELECTRICAL DETAIL5 E MAIN FLOOR FOAR 4 C "MIGATIM PLAN E2 SECOND FLOOR POWER 4 C04 01CATION5 PLAN E3 MAIN FLOOR LIGHTIN6 PLAN E4 SECAt4D FLUOR L16HTIN6 PLAN E5 MAINTENANCE BLD6. POWER 4 CO. 4 LIGHT. PLA BE, MAIN FLOOR HVAC ELECTRICAL PLAN ET 5ECON P FLOOR HVAC ELECTRICAL PLAN E6 MAIN FLOOR FIRE ALARM SYSTEM PLAN E4 SECOND FLOOR FIRE ALARM SYSTEM PLAN EIO MAINTENANCE 01.06. HNAC ELECTRICAL 4 FIRE ALARM SYS. Ell MAIN FLOOR SOWD SYSTEM PLAN E12 SECOND FLOOR SOLID 5Y51EM PINE E13 MAINTENANCE BL Ve. WM SYSTEM d DATA CABLINl6 PLANS VICINITY MAP IATtTS .fi? aS`2" 1 A TYi6 CV i : d And C5. cow 61vcrd DYL ow"0511er FLASH. F1asin" ID. Instate Diameter (Om) OA Overall ROW. . RemForced aw %Wended . L Angle CH. Chatk DWG. Drowng FUM Fluorescent IN Inch 085. OC. Obsrare On Center REQ'D SYM. Symisb^kal H At G.J. c4rstructionutCantrolJoni DWt Dreier ROL. FAF. Face of Concrete Face Ftlbh INC. Imlode(d) twiatlan OD. Ot&6de Diameter (din) RE51L RaoTHart ResStant TBI Towel Bar (k Centerline CL Genterl6ls E. East FAS. of Face Studs WA- INT. Interior OF. Overflow RE515T. RM. Roam IBIS. To Be Selected Diartleter Paul m Nixrber CL6. CN.K6. GetlluN C.aulkFlg EA EJQP05ED A66REGATE FA. of Fkepkoe .L4N. ., O.FL.I. Owner FvrrnWConh=tm Install Rp, RpoouugqhI1 0p�i� ,iEl.. Top OF CIxU eelmporaephe AB. Anchor Bolt CLR CMI. Glary Gorwrete Mksorry Unit EA Each onion Joint FPRF. r"loroof J5T � lobs Rokforced Pool Joist OFA.I. Owner Ft nish/Owmer Install R 4 S. Rad4 SheiF ACOUST. AcastNcal counter �. EE avation � Full JT. JointOFF OPN6. Open �� T Terrazzo �� it C.orrxBte CO.Opening HST.. Electrical FT. Foot or Fret KIT. Kitchen OPP. Oppos RLVL. Rah Hater Leader eroove COL. (ANC. Column Cawrete ELEV. E-. Elevator �'genul FT&. F1RR PoOting LAB, Low" O^! 0/ Over 5. South TO. _ T of ADJ5T. AFF, Ad e Above Finish Floor' CONK. Connection EN.L Enclowre FLIT. PL Plato SEC. Seattle Bolting Gocte 7.PD. oopP TotletfP per L7> t " gpenser p65R �atbn Bawler CON5TR. GONE. Construction ContiaLols EP. Eli. Electrical Panel Equal 6A barge LDRY. LM PL or P. LAM. PLAS. Pla5to Laminate Floater S.C. 5CD. Sold Gore Sea Cover Dispenser Tim. or T T.V. Treod TelaYbon ANS. AL AMntom GORR Ceram F'�T. EF,ayu�lorn,�,� 6ALV. eaNailzed L t kef' Light PLYND. Plipu7od 5CtED. Schedule TA.W. Top of Wall APPX Approximate Ems' "y�"j Water �1e. 6.BF.1. 6 Id Fa+lt lntemlptorMAY pp. P�oraer Pole 5,D.,N,. Soap D11 5Section e TYR TY!Pkol ARCH. ASB. Archeecbxol Asbestos CTSK. Courtmswk EX. Exist a- 6Its5 ervud Maximum Medlcho Labnet PRCST. PSI. Proem Parallel Erad Lwber SECT. 5.6. 5af eiassLINE. LIJ3C. UnAorm E3utldig Coca ASPH. Asphalt D.B. Doorbell �. NG 6W. 6S. 6a(vmized'Steal WIN. i P.T. Pressrre Treated SH. Shelf MOK NinWwd Moss 08�erNlse Noted ED. rd Board �-• Do" EXP. FE�,�aa,�sabn 6R, Erode HSR. Mlaufacture(r) Pr. Point SET. `Shoot `.R!>ra" UP, Who) Blum. Btumiars DENT. DEMO. Deportn10nt Danwihtu Demolition EXT. Extertm 6W3 6YR �m Wall Bard MN, Manhole PTD. P.TDAR Paper Towel Dbpereer C 11*1ation Tab 5HR5 VAC.. Vactun BLDG. BILK Build Ag Block DF. DrnYJrK� Fa�rlkapl FA Ere Alarn MIN. MAR Minion Mlrrm PR,L PatD Itiai ;AM, SAD. Similar San"."- Dispenser VAT. VLR NnNI � ttos Tile Yogi PecLcer � Bey . DDIIAT Detail Diameter FBI ED. lat Bar PNaar Drab H.B. tic. Hose Blida Hollow care D . Mfscelial"Pa OPeei'9 P.T.R. Pe}� Towel Receptacle S.N.R 5-"- Napkin Receptacle VE RT. Yerticai �T DIM, Diro+clan FE Foundation HDR. Header MID. Moth QT. Chary Nils SPECS. SPEC, Speatodons Specification VEST. VTO. Vestbild Vent To Cvtsae BTYEN. Between Bet DN. DR. Dlsperaar Dan F.E. FELL Eke CxtbgAhFler Fke ExtiglAner Co1*8t FDYD. HDMR. Hmdaood FtancANaa MIT.. PMtRT.. Natal M6terlal R. Riser 55. �bles3 c�gl W West GAB. Cabinet DD. Door Opening PF. Fnlsh Flom H.M. Hollow Metal MlL. MWUon RAD. Radio 5SK `ice solk N/ Nth CB. Catch Omn OF, DR D Doa F.e. FIUer elcrs FIORIZ. HR. Hcr HoMzonfnI N. Norill RD. IRE,. FOG.T't. Roof Drain � le 5TA 5taton NL. WD. Water Closet Wood CEM. Cement �. D °� P°Ut F.H. FNL. Fire FH4�1d�at Fire WP CrANnek HT. He KIL. NO. Not in GoWact 1Mzrber iah sip. SI Standard Sheet WDW. Wrdow �. Ceramic t ih. � FIN. fnlsh tiOM. Nanhol REF. Reference STOR Storage HM. wo Water Meter Wl}� C1. Cast Iron IL A FL floor N.T6. Not to ScaleROM-otor �R _ STRT- Stnxwral W. Waterproof PROJECT 5UMMARY 4 DATA PROJECT TEAM WS T. WaWa� PJECT 9LIH MA . THE INTENT of THE PJECT 15 THE NEW CO 51 RUCTION ON A FACILITY TO SERVE AS THE FEADGUARTER5 AND FIRE STATION FOR KING CMTY FIRE DISTRICT 40. PRO-FCT INAIM (t) HFADQUARTER/oTATION 131111.011,16, (0 MNNIENANGE BALDINS, 0) CARPORT AND 517E IMAPROVEi-EIN15. THE APPLICABLE BlILDINS CODE 15 THE 2003 IBC. ALL MEN CMTF441ION 15 TYPE" SPRINKL-R£D. OC•GIPANGY TYPES ARE: AA B, R--2, 5-4,5-2, U (FOR DETAILED CODE DATA, SEE CODE DATA SHEET TI2). EXSTIN6 BUILDINSS ARE TO BE DHMOL1514E. THE MAIN EXI5TIN6 STRICTI)RES ARE 0) Of iCe, (1) RESIDENCE AND (0 METAL BALDING 6ARA6E. LEGAL DE5GRIPTION, SEE ALI P.ECT ADDRESS, IT836 4 16010 N08TH AVE 5E 04EK 51NSLE ADDRE55 TO BE ASSISNED) RHNI`0% WA 48055 TAX PARCEL NO. 3223059091 4 322305NIO9 PROPOSED BALDING USE: FIRE FACILITY EXISTING B 11,65, TO BE DE-WLISH WD OFFICE -0-000.IIPAPLY, I STORY 204 5F, NOW FRAME C.(NNSW GTIOi RE51DB4GE -R-5, I STORY 2400 SF, BRICK &ARME -0,1 STORY 1044 SF, METAL BUILDING 2ANANG= 0-50, R-1230, R-0-50 Ex15TINS, SITE IMPERVIO S+ APPROX 14PW 5F: ALLOWABLE SITE IMPE2VM USING MLUUMIAM ALiOI A IMPERVIOUS FOR MOST WSTRICTNE ZONE (R-8 0 TOAD HIM SITE IM'ERVI0115, TOTAL 517E AREA 7r6,4" 5F, TOTAL IMPERVIOUS AREA 540 SF. TOTAL INIFERVJrOTAL SITE 20 *TOTAL SITE AREA EXGW7P5 IM3 SF. WHICH 5 WINS IDENITFIE A5 AN AYaUME NSOOT R-O-W DEDICATION RIB )IREM NT. RRPARE PARKIN&. TYPE OF SPACE PARKING RFx1i. bm PARKING 5PAr% OFFICE WOO 2230 1.48 A6584BLY 1,50 800 WAD SHOPMIAREHOME ATOOO 420 031E RESIDENTIAL I PER BED AW TOTAL 310 (32 5PAC15) PROVIDED PARKIN935 SPACES -INCLUDES 2 ACCESSIBLE SPACE PER IBC TABLE 1106.1 0 SPACE 15 VAN ACCESSIBLE W, PER 11065) IEGYGLABI.E 5TORA6E, THE IE(,tl RED RECYCLABLE 5TORA6E AREA PER KOC, 21AI4210 IS 2 SIF PER SF OF &ROSS BUIL.DINS AREA PROVIDE RECYCLABLE STORASE WILL BE IN EXCESS OF 50 5F -SEE AI.I FOR LOCATION SOIL BEARIN& CAPACITY, SEE 6EOTECIANGAL FORT PREPARE BY KPAZAN 4 A550OATE5, INC. DATED A1SU5T 14, 2004 WV AMENDMENTS, ROCKERY RECOMMENDATIONS 4 REVIEW ,t OWNER: KING G0. FIRE PROTECTION DISTRIGT 40 1062E 5E 06TH ST. RERTON, WA 49095 PH. (425) - FX (2OW246-7742 ARCHITECT: TGA ARCHITECTURE PLANNING 6211 R009EVEI.T WAY NE. - SEATTLE, Y1148115 PH. (206) 522-3690 - FX. (206) 522-2456 APPLICANT GONTA6T, FOREST T HOOKER CIVIL: DAViD EVANS 4 A5500IATE5 1620 wM MARINE 1A64 Olt, SUITE 200 - eVerr, WA 46201 Po!. (4ZV 25R-4OR4 - FX. (425) 2544230 ME614ANI GAL RICE 6R�ROUP, INC. C.ONEULTIMY.5 ENGINEER5 WO16 36TH AVF- ➢4 StUff A - LrNNHOOO, W& 4809E PH. (425) TK-9824 - FA (42W 672-2064 ELECTRICAL CA5E ENGINEERING 10004 MAN STREET - BOTNELL, WA 48011 PH. (425) 402-4400- FX (42S) 402r94O2 511RUCTURAL: GGN/GMILIN PORTER LUNDEEN, [NO 2rT FINE STREET, £UITE 5O0 - WATTLE, NA 48101 N. (206) 943-0460 - FX tM) 949.6641 LAND56APE: 5VR 616 11E57H8! AVE NH:, SUITE 400 - SEATTLE MA 48tO4 PK (206) 22S,0026 - FX. (206) 229 OW SURVEYOR: MEAD 61LMAN 4 A5500IATES PA. BOX 28R - WOOPINVIL.E WA 480T2 PN. (425) 406-1252 - FX (42W 486.610E TRAFFIC ENGINEERS HEATH 4 A5506IATE5, INC. 2214 TACOMA ROAD-PUYAW7P, NN 489TI PH. (255) 7704401 - FX (253) T10-14TH HERMAN TRAFFIC ENGINEERING IW24 S.E. 13NV IM-F51TON, WA 400M PH. (42V 2TT-M40 - FX 0259 Zr7-3111e GEOTECHNICAL ENGINEER KRAZAN 4 A550CIATES, INC. P501 144TH AVEWCE NE, 4F-500 WOODINVILLE, NA 46072 PH. (425) 485-5514 - FX (42W 485-688T architecture • pianninc 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tei: (206) 522-3830 fax:(206) 522-2456 823E REGISTERED ARCHITECT 7//y? B TAN J. HARRIS 6TATEOF WA3HINGTON �YY � PERMIT SET Revisions; - Date Project Title: l' Z o N 2 m us o � 8 i W (A a ZO W 0 Z u- RAJ Im. y M z O o p� Y � Y Sheet Title: TITLE SHEET Scale; NO SCALE__ Project No.: 0"2 Dote: &Y�2 Sheet Number: to . R-439001 i CB-1(TYP.2) RIM0` 30" CONC. (W&S) IE =392.73V 12" PVC (N) IE.=392,73' 30" OVERFLOW TOP EL =396.5T 67M. OF 30' UPRIGHT EL-390.73' (NO ORIFACE PLATE) NOTE: 30" UPRIGHT TREE! 2- B IS LOOSE INSIDE STVCTURE u ... ...I FOUND 1-/2 S 'SS ia0 1* H 1127" (� IE 39 N&S) IE _z a00I1r9 Elm igCp 40U.3. I '• .. � W \ 20 o Zo _ ao ao - �` i )fza n a� 1` ti t+F'" ✓`. v ar: s.' ".x/ % _ //. b\ s \ a Scale 1 = 20' ao 7 •?"�vw3st• <.s_ �, a-X s ya' F z .k :'. _ .,� Y�-,f,r •; 1 _ c 1 t 1 ,'I.':: w4 t' . ,T Y,,J '�� HOUSE .. +?' . c yf 4 w M,,ry •+, `^;vt R,t 4 / 0. d-•. _ f y -'1 - a ''ey . . DATUM NAVD 88 z�r 3 s 3"., �,^ C sXa» J kYs "•�'.4reC'y., ,s �., *y .:!''� '3 :s 11- ) Ye• ..a, 1 %-�\ C: t ✓ T'-' i Y rr _ 'ri`•K$NG �' ,� _ t Y. �+#. #; 414.3 1 - 'PPgKt d o� w0i4 1 s..f,�, J'� pPN)U• k l \ '1 ? ' _�: I- i \ OR CONTOUR INTERVAL - 1 o J�t,CB-1612 1 - EL=47 4.33 i•s -� s, - \ i2' CONC. (N,S&E)- n �,.. ,ppl.o �, •' 4, aoJ.z IT,. I EQUIPMENT & PROCEDURES ': A TOPCON 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD w z-- I (� TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. 40S 6 4 AC <tz�j BENCHMARKS FOUND 5/8" REBAR �\ CNTR HANNEL (N E &SV{) IE 398 10'' ORIGINAL BM: BM 5812: 3" BRASS DISC SE: IN CONCRETE BASE OF C /' f W/ SMASHED CAP GV a15 - !� / / LUMINA41E STAMPED 'KING COUNTY KC-F-8A 1903' 2 ! l a u _ i r �- / i-• /0.12' N. BY 0.04' W x �----+- -. 1 MILE NORTH OF THE INTERSECTION OF 108TH AND SR 515 1 / FROM CALC. POS. s3 52•^�' / 1 115A /-', � � � f F^n � • / IN FRONT OF SLO00.9 (f 17622 C j-I t. .) 4 , • wfie N 89'11'37" M✓ 282.11' 41S egffin <�s3 ELEVATION= a00.968' 4.1.1 <Oa t .+ • 10<.fi a05.t 05.5 i a080 - wB.S •/ / wq,5 \ TBM-A: '% IN W1 LY BOLT ON TRAFFIC SIGNAL BASE 15' SAN.I SEWER ESMT .._..._ w22 •>� .-- ,.^�, ri5 -„ �\ 4 8' !8a .___.-.._ + / IN NE'LY QUAD OF INTX OF 108TH A SE AND 1BOT14 ST ' a102 4ii.1 (' a � d13.4` 4f 18.0 4 ' - "' ._ S" - ELEVATION= 403.50' \ we.s 906.q \ Y PER DISTRICT PLANS c �•-•--- SY 4t5fi - `' 7 a05.9,. • i08.9 a03.8 • a10.3 1 _ j �ao9.g V • au.2 i • atz.z t • ds t 1' 4ta., 4,a 6� es CB-1612 / o aa�7' a0sq aoaos v-�-osa osq .:. ws2 !r '-- I --L -' -t- r IM L.=41a.33 TBM-B: 'X' IN SW'LY BOLT ON LIGHT POLE BASE ,'� I --- ass 12' DONC. (N,S&E) IE-4t 2,33' / 20'3 S'LY FROM SW PROPERTY CORNER r.s ` ! • wz41 , •, / ELEVATION- 404.56' \ • w8.3 l • 108.1 • a09.0 410.1 • 6,0.2 • 410.5 • 41,.4 12.0 \• •13.0 4 3.9 1,a.8 56 a15.3 / 7gg CCW i i \ \ \ • 1,5.2 SSMH NOT FOUND ea 3 w26 Yo37 wa i- y wai,\ :.osz oyfi 01 1 25'DL \ ata2 8" CONC. (NE & W) IE.-398.00 (PER DIST. PLANS), 11 -,.;- GENERAL x " p� FY`7NG \• ~'•ti: • ava.OJ \ \ \ 1 ! - t. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS .%+•" • at0.1 ata2 • 41 L3` • 412.J \•t '� 7,0 / j w9.0 • 410.t • slae \ 4.11 \ 5'a / Of A SURVEY MADE ON THE GATE INDICATED AND CAN ONLY BE wzs ' t ataa u5' 1 / I CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT -J l «5 40 3 :aoa8 most 405.a'., THAT TIME. aza' 'k'sTgi', a / 11f Z /� ,''i•w8.1 ' ` \, ( i ♦15.fi /BRISTOW ADD./ 2. THIS MAP DOES NOT PURPORT 70 SHOW EASEMENTS OF RECORD. wz< .:'b+ '�;`' r <06.0 20'CW 't •uos •aoa , 1 / "� 3. UNDERGROUND UTILITIES WERE LOCATED HAS"cD ON THE SURFACE a10.1 w 9�Q' 40 1 CW ;/ aw.v • 41- an e • n2.5 EVIDENCE OF UTIUTIES (I.E. PAINT MARKS, S;m CLTS IN PAVEMENT, ly r was aoas. w4.a 2'DL t \ • nifi . / VOL, 63. PG. 55 / 1.e COVERS, LIDS ETC.) THE CONTRACTOR 5-+!'. VERIFY THE EXACT 407.3 ; wa.t • a03,1 ; I / % i /,'.'i ; CONSTLOCATIRUCTIONVATION AND SIZE OF E%IS'•"•z _"u'cE5 PRIOR TO •'n T F iN FR^�M THE UTILITY ALSO, LOCATIONS FROM a5 H., ., L S E w i029 / we.7 f • dt0.3 a,0.6 111.0 • • 412.a \ `,i i / PROVIDER, c' pl'e .p 9' a %�` 1 / I • 4tz7 • `I a,sa / 4. TREES SHOWN HEREON WERE 5'2i0 AND TYPED TO THE BEST OF OUR ./• 9II ZUCOL\_ � w72 I + HOUSE ,' A ABILITY. HOWEVER, NO Wr.RBati'Y i5 MADE AS TO THE ACCURACY THEREOF. . z was •.A / i I r • ao.2 / I 4 ANY TREES CONSIDERED '+O BE CRITICAL SHOULD BE VERIFIED BY A 6R,Ot.6 •`" :'�,,d061/� lr / •. 409.0 I ' a:az f I 7��+'y7_ • ato.1 TRAINED ARBORIST. SIGI•f.., Iw1.� w4s '.': ., • 4f0.T • ,t0.5 a �`'� ��;^`.I 9� r' • ail.t ° 411,5i • 4125 I 4:5.a /,/Zzz/ / ...'.v..noe.f 12 OL.r' aal , 5 s A I LFSz� ! \ \ BUILDING > 05.1 ` : - '^/' • 407.8 • we.S • ao8b 9,u0 ^at0.e ,/ i I ,/� / / PP -O UTILITY POLE TMH O TELEPHONE MANHOLE • _�:( '. TBM 'A° ._. _. = • / +' '.. __ -`� »' + I ^ \ aws ' an.4 ° anj> • 1 at I --x- FENCE LINE AS NOTED 1 • a12.5 b a,5 g+ PPU O UTILITY POLE W/ UNDERGROUND •.035 / x\ S \ / // 4tr.t kt2.9 g 9 ze/ �WM I - � i y( (-' • tP�� 4t4� TP -O- TELEPHONE POLE -OH- OVERHEAD UTllttt LINE F Iq'.oss; ,wag ll {a/•`�}: •aoe.a GA F--- GUY ANCHOR WATER LINE •: � E 9 02.tl . 17• 0 ` Y,-1100.2gA� • w 8 w9.4 \ '� 410.9 _ -5'A • w$a ✓ u,.o / <,z.l • df z.a uaT ' I 41- i FNO. 1/2" REHAfi & CAP I 146` 220"dL i 110.7 / f / a,sa HWAR #8409' I PM go POWER METER -SS- SANITARY SEWER LINE 0.71' N, x 0.22'� E. I _ -s0-- STORM DRAIN LINE -=OF CALC. POSITION I PY 'POWER VAULT 4o4,s /'' DECK` • A, i / 'WIRE FENCE CE / - T - TELEPHONE LINE -w2, 7000' 201 DL` w5.2 Og� 406 w6.9/ il.. I / �' Y r f poso x R XYY�}--x x ao9' a x r �x r x _4y�_x _- _� 1 i EJB ® ELECTRICAL JOT. BOX :f:. ' I CYC NE�'E - r'w��4a1., x xA,..a x : ..i (x 6 \ \ aoq.o $>-� 7' DL. \..i_..� • stz.7 \ I a...' '<'•'i .:s.e -� K "3"PL� 0R "411.s ' • 4tza jn ta. ' `/ / TR ❑ TELEPHONE RISER -• wPhl -- WATER PAINT MARK ., . e .awsa ` �' / \ ' l T OLD:,,. _�'pp.z: g/ -._ ,_ i - " •+' / WM ED WATER METER ' 4tza - -AAw- POWER PAINT MARK yt • w6.T. • wa.a ._d \ > 10' Y.q ,.,, ,\ • a,,zs / • 413.5 l l.i 6" te.a, / WV P4 WATER VALVE J w&7 ;' oa.a 1 wq.o ._'a,a.1 //YY'""� LPL r ,70�0 -TPu- TELE PAINT MARK i r' + II / wx• a072 80 P. 1 • 4o9s •1-3'�G10' DL: api ... . { 40J7x s05;E ._. i J _ _ F FiRe HYDRANT . I J OL /: / / H t!,io a•� ; tw7.oz .,..•.aoa.a, .0" 1 , /, 4.8'%' I' : ?•' 0 CY; \ f // §# eos.e o -� / a,ta '`a J / 'at2.9 • 413.3 st3a / 1 1.1 t :mil '. 5 CY1..1,s.e i / SSMH 0 SANITARY SEWER MANHOLE CONIFER AS NOTED TI,. .e� ao5.a , /, / s • a08.7 /• YL _ <-, 054 10'DL j pal ao9.1 41Z0 25'DL � �BEI TSOIV TERRA,CEI DI V 3 < s • aoe.3 os na.7 / r^y / C9 CATCH BASIN (TYPE 1) O DECIDUOUS AS NOTED i 09.2 -� ` 1 29 w55 GARAGE / -- a0.5• • sA,in,a a1 L7/ • 25 DL ^'• BLIa CB ® CATCH BASIN (TYPE II) F FIR ez. 3 J5' F.F. EL =406.9 • Avaa • .097 / at2;i J _- • a,5.5-.?. i ' �,• 25 Ef6. / / %i / %% �' •w9.5 / / VOL. YARD DRAIN C CEDAR / __._ -:oa.s°alz.a r l at3.6 Ia 4.9 1i5:� // VOL, :'f2. PC. 4. EJB� ELEC. JUNC. BOX • ao9.s <to.o • 412.3 �` 7 " \ ' H HEMLOCK :o I n , ,.y I `a w.9 " ` / : 4.2• TS SIGNAL CONTROL >.'•7�i 409.a :A • ,09.8 / r _ ,.. • 1. 4.. :..'.. / ! P PINE }8y� A CONTROL 3"H ' X-WALK SIGNAL CO n 1ao¢.9 ( 5 a09.a •.at28 a 5 '�Vty'' _ ...` / /-�.....- X'ti �. EJ840.4i j.+5> 1 %// i / / %Ca4 / /. ,.. (( 4' /„ 8 ta.� =, 3 / / i + / //i %i / M MAPLE N 1 at0. • : • a12.3 •� !!l • 4", >�a` 25 DL HOUSE SL STREET LIGHT oio 06.9 / / i 2> /-. I A ALDER • a41.2 it t.q • a136 LLL iaas�� i I ( L / ems, . 4to.t / r�/.41s HOUSE / YL YARD LIGHT B BIRCH Ofi.6y w>,1 w®.8 { / <t 4.5 • Y` 6'M, J i' /' / MB MAILBOX ® .a�- SINGLE STORY / a I EJ9 0 z . , • aw.7', • at2:7 / < - / . / a,9.5 CH CHERRY BRICK HOUSE / I I • 411.2 I • a, a_1 4os., GRT` • a,z.1 < :...+*15a• 6r < h- DL /c ///,/, f .rl SIGN wsa 3I • W/ BASEMENT t f ''• �,eDl B' o I _ CW COTTONWOOD ' 4102 F,F, EL.=411.2' j • 4u.7 •«Ip7 / I' ' • a15.3 \ /� �•. ,67 w - Dy + ` 1 \ WCR WHEEL CHAIR RAMP 10.0 ato.f; • �a.a ', ,( \� , CY CHERRY :�;'W3. 1 (,' ::.'�,+�.• / I / • 4t0.6, / f 4f3.0 a 15.9 i..r '.d,B.J ..,$��t �� \ m GAS VALVE 4011 I 4aB .. 1 4i1, f / •/ 14$ 5. �^•�nn,• \ DW DOGWOOD .. ... z 413.9 2J JUNIPER I - W >, ;,dls.2' I ' t. wet a0T8 / OL PL•418 k ` 1-/ t0.o \' �i _ ... 4 50 ,1 i , t \ " PLUM 1 ; I EREtE'' ` r 0t •,4i0.a 1i3 ..- _ s , LEGAL DESCRIPTION a M8 : a07.8 l':/ / / ,0.3 :.1.:::'•'•":\r""'s, ;°-•' .: /'-�i 1'a \ `.\- 40' Dj:.;• 7 1 \ _701 THE SOUTH 1/10TH OF THAT PORTION OF THE WEST HALF OF THE WEST HALF ay5,a �: ^. L sov_ -a,o.4 Hz��ya se •Rise a, s., '2"J , - / \ \ M, OF THE NORTHEAST QUARTER OF SECTION 32. TOWNSt"' 23 NORTH, RANGE 5 a .19.3 SOLAR GREEN HOUSE ue 12 CONC. (5) IE. 415.16' ' • 105,eti 6� i ^8"Ap ` / '3' C "AS' W.LL, IN KING COUNT:', WASHINGTON. LYING SOUTH OF THE NORTH 30 FEET i YfM '8 L j a.-.. fiq.t ' `R, fi `^ \ '� to.s <_HEO.' 30'DL 4 _;•:Sf s etss bt a,6.a'- at9.o 'HEREOF. i$DL ap .8 • a08.4 410A a,0.6 a,a9 -.2 , "AP' •) •ai2.9r -+ � • 115.5 t 'w .•.% 1a:5S 8, 1 .(i`t� 5'J t s EXCEPT 40 FEET FOR 'ROAD. Z SO DL )...++, 2.t 8"PR ~`•,:,33 ZSD!an.z •I,i4..nP'w`ts.a 9'J. f • C6 • a0a.b'.. oP/ UC 20'DL .SSMH..___:? �3]_ ao7.b 20bL .. r-` t5' .�'iElh- 4a w9.a • w9.5 . aa.9 - .,]s / - - 18�TH � SST _ �. S E.. R" HALF yU F 'F THE WEST HALF OF ,HE NORTH H THE WE 0 £ E THE NORTH ONE FIFTH Or v9.q r : � Y/ 1 -t 9 0 i . ,Y. a WOO.. F.•.Cc V'N '� vr?r. -E\CC. \ ONO. (E&) E. 082 ' do3- �,,. ----- s_.,._._ t•] "x--�- - x� t ' ':.,; / F THE SOUTHWEST QUARTER OF 7YE NORTHEAST OLARTER SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, AST W.M, IN KING TY CGUN. ASnNGT N, a:o,2 j ,' . +a,,t.a x,. '. _ EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 791757, RECORDS OF KING COUNTY, WASHINGTON I f ^;(CB 15 FULL OF WATER$9 f CB-1019 APRaX. LOR 8IMC409.62 \` ! v / M=dO9. ONC. SW&E) IE 402 42 `m _ NO ASBUILTt DUE\TO TRUCK -'7"sdt30 .�- - PARKED OVER CB ` _ .: ' .\' 4ta.3 REV ADD UTILITY AS -BUILT 9-16-04 TO +I i aO<.j I 1 PP/LT',,,I6 N wta- w il3z 6 AC / 3-M6' dT57 4CB-1019 REV. RIGHT OF WAY 7-27-04 TG ( I aos ,.�.-.._ _ 5!Jy� =y.a _ :.:LW,- aHP Fw T _ w - C,v I� w W x✓=417.79 C.Q /� ,Q� e/a ff (� / 4f09 3 /r �, Sf'?£/ / / /- L -- �/ PP/L4 a,s1 ,._� / / / / 72" GONC�(N,W&E) IE. a1a.7a' /,� _ „� J e.�G£?i'i.Li/iL C.X, ��(➢4�. �° I / VH 0{ �L e/VLVJWtV pppI' �-' S'e ' ; �' , T 7- PROFESSIONAL LAND SUR"VEYORS HOUSE j / °'O / / / / E�-ON TR,IkAC -DIV• 3' O�NY'•A•'G P.O. BOX 289, 1NOODINVILLE, WA 98072 (421D 486-1252 3' / / WA F' _ J �.�f jy :� SCALE: 1,•_20 DRAWN BY: DEB -- � (,�` 7-14-04 FIRE DISTRICT 40 REvlsw ;► 1 BSI% � i ;7' o; DATE: / / / / / / / / VbL. _A2. -PG. 4. SSMH \ , 7 , t, / 6 / 5 I / P o THE COCNRAN ASSOCIATES \ r � / � , s o•y� 6211 ROOSEVE T WAY SEATTLE, NASHING70N 98115 3 RIM=405.08 f 1 a t .?//// / / / / / �F t TEa�: R DRAWING NUMBER y 8' (NE) I£=345. 7 / / / / S; �......• SO 1 HOUSE AC LAND i 70� (N & s) IE95.62 \ / / r HOUSE / HOUSE EXISTING CONDITIONS TOPOGRAPHIC SURVEY 04144 HOUSE / EXPIRES: 10/03/03 �,16.01- SW1/4, NE1/4, SEC. 32, T. 23 N., R 5 E W M R-439002 C) CY) C'7 Iql— W DESIGN DATA FOR NON -NHS. ROUTE DEVELOPER FUNDING SAFETY IMPROVEMENTS DESIGN CRITERIA SR 515 S.E. 180TH ST. FUNCTIONAL CLASS URBAN MINOR ARTERIAL COUNTY - NOT CLASSIFIED DESIGN MATRIX 5-14 COUNTY DESIGN CLASS MOL-2 COUNTY ACCESS CONTROL CLASS 3 COUNTY TERRAIN ROLLING ROLLING DESIGN SPEED 50 MPH 25 MPH POSTED SPEED 45 MPH 25 MPH DESIGN VEHICLE P (SO U-TURN ONLY) SU-30 SU-30 (WEST LEG) 35.5' LADDER TRUCK (EAST LEG) PERCENT TRUCKS < 10% < 10% Ex. SEC 32 TWP 23 N RGE 5 E. W M EX PROP R/W R/W I R/W 40' 50' 2' R/W DEDICATION 6' 6' (VARIES 2'-15') 5.5' 12.5' 11' 12' 11' 29' 5.5' SO U-TURN AREA TYPE C TRAFFIC CURB SEC110N A -A ..I SR 515 STA. 311+32 (, 1� CROSSWALK 107TH PL• S•E' jj V I i SR 515, STA. 311+40.5 o 37 i STOP LINE -1112 BEGIN WIDE LINE (6' LT.) 2 2003 ADT = 23,000 I f 108TH STA. 2+30 111 SR 515 STA. 311+56.5 NORTH OF S.E. 180TH ST. I TYPE 3L TRAFFIC ARROW STOP LINE F- EX. R�W SR 515 _ TACO BELL - � pw — — — — — — -- __- in in no Jfl !S� EX. R/W WENDY'S TO RENTON 862-► u,00 1 I a { BEGIN DOUBLE YELLOW CENTER LINE (6' RT.) O� 108TH STA. 1+93 1 l ; III � SR 515 STA. 311+61.5 TYPE 3L TRAFFIC ARROW I { ENO DOUBLE YELLOW CENTER LINE (6' RT.) PROJECTED 2006 PM PEAK HOUR , f I ( 1 iiF BEGIN TYPE C PRECAST TRAFFIC CURB (6° RT.) 1 O (TYPE C NOSING REQUIRED) TR A!� VOLUMES WM EIR. E S� SR 515 STA. 310+97.98 = VANTAGE GLEN 1 6 00 S.E. 180TH ST., STA. 1+00.00 SR 515 STA. 311+72.5 M.P, 4.88 { , d 1 1:s1 SHE GAS BEGIN TAPER (46' li 10' 6' ' 16' k STA ON SR 515, STA. 312+06.5 BEGIN PROJECT a 4 TYPE 2L TRAFFIC ARROW TO KENT SR 515, STA. 310+48.80 ` t i ' SR S15 STA. 312+56.5 25 0 25 50 scale feet END TYPE C PRECAST TRAFFIC CURB (6' RT. (TYPE C NOSING REQUIRED) BEGIN DOUBLE YELLOW CENTER LINE (6' RT.) BURGER KING END WIDE LINE (6' LT.) TYPE 2L TRAFFIC ARROW END PROJECT 1 \ ` _A 1 O0' 140'tIZ5' SR 515, STA. 313+96.43 ` 2.5' �� — ®ems _ t - Ex. TRAFFIC CURB 1 11 �� 1 .5'— 12.5>i .--. .. �- �VZi — Q 46' �a�o'`� 11� PROPOSED TRAFFIC 1 t - � 1 - — — — — — — — ,,.. — — — — — � 12.5' CURB Z — — — — — r � � � e. � — 12.5' 12,5' ___ Z30 _ EX. R/YV�.. SR 515 (108TH AVE. S E) R T F EX. R W' / wr 4. — �- ®®- _ —� _ _� �" 0mm Q F- 1a1 • P.ROPOSEd IGH O WAY CURB RAMPS TYPE 1B CROSSWALK LINE GENERAL NOTES 1. REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS AND TRAFFIC CURB. 2. ALL DOUBLE YELLOW CENTER LINES AND WIDE LINES SHALL BE SUPPLEMENTED WITH RAISED PAVEMENT MARKERS PER STANDARD PLAN H-3a. 3. CROSSWALK LINES SHALL BE INSTALLED PER STANDARD PLAN H-5c (STANDARD PATTERN), 4. ALL CROSSWALK LINES, STOP LINES, WIDE LINES AND TRAFFIC ARROWS SHALL BE MMA FLAT TYPE D. 5. ALL TRAFFIC CURB $HALL BE PAINTED YELLOW, INCLUDING NOSING. 22' (TYP.) 4' STOP LINE FIRE STATION SITE Adft allla Washington State SAW Department of Transportabon King County Fire District No. 40 A EX. R W S 515 STA. 12+38,5 EX R/jV ( ®- ` ®` jj E1O TAPER (29°55' RT. MAATCH EXISTING j DAIRY QUEEN PRO OSED RIGHT OF WAY 12' "-CURB RAMP, TYPE 1A 13' ~� DOUBLE YELLOW CENTER LINE ARBY'S fl �J f i� �i END DOUBLE YE MATCH EXISTING WSDOT NORTHWEST REGION QUAN `lEUZA330N PLAN AREA TRAFFIC ENGINEER APPROVED __ DATE ` rMi ENGINEERING M AGER - SNO/KING AREA APPROVED`/ DATE p`f1LlA5"` KING COUNTY SR 515 WASHINGTON JCT. S.E. 180TH ST.® M.P. 4.86 C1 H77EHERMAN TRAFFIC ENGINEERING INTERSkCTION IMPROVEMENTS SHE 1 15324 Southeast 133rd Count, Renton, Washington 98059 OF 42S-277=1740 tel. 425.277.5718 fax hte0comcast.net CHANNELIZATION PLAN 1 _ R-439003 0 I I 0 W WeRF.912 Maesilumm SEC 32, TWP 23 N, RGE 5 E, W.M. STA. 3+82 1 g 22' LT. � i L436 �� 01 _'! 05 ` it I, I i I ; PREEMPTION SCHEDULE 3 I t s CIRCUIT PHASE A 2&5 +t— `► 1 15 i I I II I B 4 02 '�—i I I C 1&6 06 15 14 _X — / 7 D 8 t I 17 Qr5 i 2 2 1 f(� 107TH PL. S.E. FSED 1 OH{,....._ ...`In Q3 FUTURE j37 _ 1 , � OHF �: , �.. I - ___- I!�� I I �+(Ire PEDESTRIAN MOVEMENT PROTECTED VEHICLE MOVEMENT -- ► PERMISSIVE VEHICLE MOVEMENT 9MP o a SIGNAL DISPLAY SCHEDULE R (D 12" R 0 12" E Y O 12" Y O 12" PEDE G . 12" G O 12" HEAI 28, VEHICLE HEAD NO. VEHICLE HEAD NO. 48.4 11,51 21,22,41,42, 61,62,81,82,83 DRAWN RMH DESIGNED RMH CHECKED 3 26/05 RMH PROJ. ENGR. DRAWING FILE TS.DWG SW CORNER DETAIL DISPLAY NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS WITH RED AND GREEN LED INDICATIONS, TUNNEL VISORS AND BACKPLATES. ALL YELLOW INDICATIONS SHALL BE INCANDESCENT. ALL HEADS SHALL USE TYPE M MOUNTINGS, EXCEPT HEAD 81 WHICH SHALL USE A TYPE K MOUNTING. USE STANDARD PLANS J-6f, J-6g AND J-6h. 2. ALL PEDESTRIAN SIGNAL HEADS SHALL HAVE LED SYMBOLIC LEGENDS AND 'Z' CRATE VISORS. ALL HEADS SHALL USE MOUNTING TYPE E, EXCEPT HEADS 69 AND 88 WHICH SHALL USE MOUNTING TYPE C. USE STANDARD PLAN J-6f. Adw Washington State MAP Department of Transportation King County Fire District No. 40 20 0 20 40 scale feet LEGEND PROPOSED ----s VEHICLE SIGNAL HEAD -► PEDESTRIAN SIGNAL HEAD 0 SIGNAL STANDARD, TYPE PPB OR PS ®--- SIGNAL STANDARD, TYPE II ®- SIGNAL STANDARD, TYPE III LIGHT STANDARD TYPE 1 JUNCTION BOX ® TYPE 2 JUNCTION BOX, J-11a TYPE 3 JUNCTION BOX fl PREEMPTION DETECTOR ----- CONDUIT 6'X6' TYPE 2 INDUCTION LOOP 6'X35' OR 6'X50' TYPE 1 INDUCTION LOOP, J-8o ® CONTROLLER CABINET ® SERVICE CABINET rr SIGNAL -MOUNTED TRAFFIC SIGN 'IT POST -MOUNTED TRAFFIC SIGN O CONSTRUCTION NOTE ® SIGNAL STANDARD NO. AWIRE NOTE I -a L64 L81 5 ---- -- GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2004 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND ITS CURRENT AMENDMENTS, THE ATTACHED SPECIAL PROVISIONS, THE CURRENT WSDOT STANDARD PLANS, THE ATTACHED DETAILS, AND THE CURRENT NATIONAL ELECTRICAL CODE. 2. ALL EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR TO THE SATISFACTION OF THE ENGINEER, INCLUDING, BUT NOT LIMITED TO, IRRIGATION SYSTEMS, TREES, OTHER PLANTS, BARK AND GRASS AT NO ADDITIONAL COST TO KING COUNTY FIRE DISTRICT NO. 40. HIEHERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 tel. 425-277-5718 fax hte@comcast.net KING COUNTY SR 515 WASHINGTON JCT. S.E. 180TH ST., M.P. 4.88 TS1 INTERSECTION IMPROVEMENTS SHEET X TRAFFIC SIGNAL MODIFICATION PLAN x R-439004 0 0) I I W CONSTRUCTION NOTES * USE DETAIL 2.07E ATTACHED TO THE SPECIAL PROVISIONS �1 CONSTRUCT FOUNDATION AND INSTALL TYPE 11 SIGNAL STANDARD, SIGNAL HEADS, EVP DETECTOR, TERMINAL CABINET, TRAFFIC SIGN AND STREET NAME SIGN. * CONSTRUCT FOUNDATION AND INSTALL TYPE PPB SIGNAL STANDARD AND PPB—M'S. O3 REMOVE EXISTING SIGNAL HEAD AND MOUNTING ON EXISTING SIGNAL STANDARD. INSTALL NEW SIGNAL HEADS, MOUNTING AND PPB—M. EXISTING PPB—M REMAINS. O * IF NECESSARY, RELOCATE ANY SIGNAL CONDUITS CONFLICTING WITH SIGNAL STANDARD LOCATION. CONSTRUCT FOUNDATION AND INSTALL TYPE 11 SIGNAL STANDARD, SIGNAL HEADS, EVP DETECTOR, TERMINAL CABINET AND STREET NAME SIGN. O * CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL STANDARD, SIGNAL HEADS, EVP DETECTOR, PP8—M'S, TERMINAL CABINET, 250 WATT HPS M—C—III LUMINAIRE AND STREET NAME SIGN. s�6 * CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL STANDARD, SIGNAL HEADS, EVP DETECTOR, PPB—M'S, TERMINAL CABINET, 100 WATT HPS M—C—III LUMINAIRE AND STREET NAME SIGN. O7 INSTALL 6'X35' TYPE 1 INDUCTION LOOP, USE STANDARD PLAN J-80. O INSTALL 6'X50' TYPE 1 INDUCTION LOOP. USE STANDARD PLAN J-8a. O9 DISCONNECT AND ABANDON EXISTING STOP BAR LOOPS INSIDE EXISTING JUNCTION BOX. SPLICE NEW LOOP WIRES TO EXISTING AND/OR NEW LOOP LEAD—IN CABLES. 10 ROUTE CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX PER WIRING SCHEDULE. 11 MODIFY EXISTING CONTROLLER CABINET FOR COMPLETE AND FULLY OPERATIONAL SIGNAL SYSTEM AS INTENDED BY THESE PLANS, INCLUDING DISCONNECTING AND CONNECTING SIGNAL CONDUCTORS AND FURNISHING AND INSTALLING DETECTOR AMPLIFIERS, LOAD SWITCHES AND LABELS, 12 REMOVE EXISTING ILLUMINATION CONDUCTORS FROM EXISTING CONDUIT. INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX AND RE —INSTALL EXISTING CONDUCTORS PER WIRING SCHEDULE. SPLICE TO ILLUMINATION CIRCUIT IN NEW JUNCTION BOX. 13 REMOVE EXISTING LUMINAIRES AND DUAL FIXTURE MOUNTING BRACKET ON EXISTING LIGHT STANDARD. RE —MOUNT EXISTING 400 WATT LUMINAIRE WITHOUT BRACKET. 14 RELOCATE EXISTING AUDIBLE PEDESTRIAN SIGNAL EQUIPMENT TO NEW PEDESTRIAN SIGNAL HEADS 48 AND 49. 15 RELOCATE EXISTING EVP DETECTOR TO RESPECTIVE NEW SIGNAL MAST ARM (WHERE APPLICABLE). REMOVE EXISTING SIGNAL AND/OR ILLUMINATION EQUIPMENT ATTACHMENTS AND SIGNAL STANDARD. REMOVE ASSOCIATED CONDUCTORS, CONDUIT AND FOUNDATION TO A MINIMUM DEPTH OF 24" BELOW FINISHED GRADE. 16 REMOVE EXISTING JUNCTION BOX AND ASSOCIATED CONDUIT AND CONDUCTORS. (1 7 INSTALL 36"X30" R3-8(MOD.) LANE USE CONTROL SIGN ON 4"X4" TIMBER POST. 18 INSTALL 48"X48" W20-903 "SIGNAL REVISION AHEAD" SIGN AT THE LOCATION SHOWN OR AS DIRECTED BY THE ENGINEER. VARIES S *050' L E : 18 0T 8D S" S2,S4 D3-301 LC�), VARIES 10-7/8" X 12" 8D 18" GEORGE SHIELD S3,S5 D3-301 (MOD.) 3 C�" _ 36„ dg 36"*41 1 AIM 30" ONLY ONLY S1 S6 R3-5L (MOD.) R3-8 (MOD.) TRAFFIC SIGNING DETAILS WIRINGSCHEDULE CONDUIT RUN ® CONDUIT SIZE CONDUCTORS REMARKS P / V DETECT 2CS EVP DETECT 3CS P / V HEAD 5C PED HEAD 7C POWER ILLUM #8 POWER ILLUM #4 POWER t 0 INTER - CONNCT. 6PR 1 EX. 1.25" EX. 1 REMAINS 2 EX. 1,25" EX. 2 REMAINS 3 EX. 1.25" EX, 3 REMAINS 4 EX. 1.25" EX. 2 EX. 2 REMOVE & RE -PULL, IF APPLICABLE 5 EX, 1.25" EX. 2 REMAINS 6 EX. 1.25" EX. 3 EX. 2 REMAINS 7 EX. 1.25" EX, 1 REMAINS 8 1.25" EX. 2 EX. 2 INTECEPT EXTEND EX. CONDUIT, RE -PULL EX. COND. 9 3" 2 1 2 1 2 10 3" 3 1 2 1 2 2 11 EX. 3" EX. 6 EX. 2 EX, 2 REMOVE UNUSED CONDUCTORS EX, 3" 5 2 4 2 EX, SPARE 12 2" 1 1 13 EX. 2" 2 EX. 6 1 1 1 EX. 2 REMOVE UNUSED CONDUCTORS 14 1.25" 2 3" 1 2 1EX. 3" 4 EX. 9 2 3 2 REMOVE UNUSED CONDUCTORS E EX. 3" EX. 6 REMOVE UNUSED CONDUCTORS EX. 3" 5 2 4 2 EX. SPARE EX 2" EX. 3 REMAINS �pRrr KING COUNTY WASHINGTON '� pF WASH, �` SR 515 Washington State ��_` �' DRAWN RMH Department of Transportation $' �;vH I E= JCT. S.E. 180TH ST., M.P. 4.88 TJ2 DESIGNED RMH z HERMAN TRAFFIC ENGINEERING CHECKED 3/26/05 RMH INTERSECTION IMPROVEMENTS SHEET PROD. ENGR. oAFRe'sr eto ��I X King County Fire District No. 40 BONA ECG U-0f 15324 Southeast 1 33rd Court, Renton, Washington 98059 of DRAWING FILE TS.DWG 425-277-1740tel. 425-277-5718fax hte@comcast.net TRAFFIC SIGNAL NOTES AND DETAILS X R-439005 0 0 I 0 SIGNAL HEAD 11 R 611 R Q Y 612 0 w G 613 G 614 g I— 616 -W- SIGNAL HEAD 61 SIGNAL HEAD 62 %663 R R 661 R 0 Y 662 0 G G 663 G g 664 g W 666 W POLE NO. 1 P.P.S. 68 764 B 765 W POLE NO. 2 P.P.B. 49 W744 g 745 W SIGNAL HEAD 82 SIGNAL HEAD 83 R R R 681 R Y 0 Y 682 0 G [W- G G 683 G g 684 g 686 W POLE NO. 4 SIGNAL HEAD 51 SIGNAL HEAD 21 SIGNAL HEAD 22 R 651 R R 621 R qw- R Y 652 0 Y 622 0 O G 653 G G 623 G G 654 g 624 g g 656 W 626 W POLE NO. 5 TERMINAL CABINET 1 R 661-R- O= 662 0- G= 663 G- G- B= B 664 g 666 W 611 R R I -0- g12G G B B POLE NO. 3 TERMINAL CABINET 2 R 0 G B= B 681 —R- Q G- G- g i 682 683 684 686 fl32 TERMINAL CABINET 3 R= R 621 p 622 p G 623 G- G- B= B 624 g 626 I R 651 RGB 652 G 653 B 654 PED. HEAD 68 RELOCATED R G 741 742 E.V.P. C W 743 5C1 0 B 746 5C2 Y 5C3 L TO CONTROLLER TO CONTROLLER EX. P.P.B. 69 PED. HEAD 69 764 B-- 765 rW--I 0 761 BL 762 I W 763 P.P.B. 88 784 B 785 PED. HEAD 88 R 781 W G 782 I W 783 B 786 TO CONTROLLER E.V.P. D 5D1 0 5D2 Y 5D3 L TO CONTROLLER P.P.B. 28 PED. HEAD 28 74 B 5W 0 BL723 I�z P.P.B. 89W 784 B PED. HEAD 89 785 W RELOCATED A GE.V.P. Raff WaAY B L�L TO CONTROLLER SIGNAL HEAD 41 SIGNAL HEAD .42 TERMINAL CABINET 4 --_ P.P.B. 29 PED. HEAD 29 R 641 R R 642 R R 641 R 724 B 0 721 Y 642 0 Y 642 0L p 642 p G 643 G G 643 G 725 W B 723 �t� 644 g 644 g G 643 G ! P.P.B. 48 646 W 646 W 8 644 B 744 B PED. HEAD 48 646 W -R- SIGNAL 741 745 W HEAD 81 i RELOCATED G 742 E.V.P. B W 743 POLE NO. 6 y 682 0 0 682 R 1 581 0 B 746 G 683 G G 683 G 5B2 Y 684 B B 654 B I SB3 L TO 686 ei 686 CONTROLLER DRAWN RMH Washington State DESIGNED RMH GAP Department of Transportation CHECKED 3/26/05 RMH PROJ. ENGR. - - I - ,,,,,,, King County Fire District No. 40 ALL PPB'S ARE NEWLY WIRED, EXCEPT PPB 69 .; DETECTION INPUT TERMINALS *-W 817 2 I1E u 818 3 ItJ 01L 819 4 11K 24 B 921 5 12D 02U W 922 6 12E 3A,8 13 �W 923 7 12J 02L 924 8 12K 25 B 925 9 13D 02U W 92610 13E 92711 13J 02L 928 12 13K B 21A W TB 826 4 1 14D 02U 827 2 14E 218i B �W 828 3 14J 02L 829 4 14K 836 5 150 03U 837 6 15E 838 7 15J 03L B 43A; w 839 8 15K 941 91 16D 04U 942 10 16E 943 944111 9 I6J iFK 04L * TB 7 08U J7D 1 985 J7E 2 986 08L J7J 3 987 J7K 4 988 J8D 5 886 08U J8E 6 887 08L J8J 7 888 J8K 8 889 J9D 9 951 J9E 10 952 J9J 11 971 J9K 12 972 BL�A&C BL=[Bi {- Y -.A j; Y j TB 9 77 1 DC- J13K 2 5AC3 3 5BD3 EVA J12D 4 5A2 EVC J12J 5 5C2 DC+J12E 6 5AC1 0 A&� Y J Y (- EVB J13D 7 582 EVD J13J 8 5D2 DC+J13E 9 5BD1 OB&P RR1 J14D 10 516 RR2 J14J 11 517 COM J14E 1 21 518 DISPLAY OUTPUT TERMINALS TBO I- BL 541 I- W 542 I- OR 543 I-- W 544 I- GN 545 �- W 546 BR 547 r- W 548 t- GR 549 H-- W 550 I-- BL 551 L- R 552 EX. 6-PR SERVICE PANEL TBS -B 501 1 AC+ -GRD 2 CG -W 502 3 AC- 4 5 * NEW LOOP LEAD-IN REQUIRED (2 TOTAL) 41 R 641 101 1 04R 0. 721 113 02DW r�' i R- 611 125 01R 42!'-0 642 102 04Y ** 29 5A4 114 EVIA **Iki 0-612 126 01Y 13 643 103 04G L 722 115 02W G- 613 127 01G as -- R 741 104 04DW 631 116 03R 21 R- 621 128 02R 1 I SB4 105 EVIB 632 117 03Y �0- 622 129 02Y ''49 G 742 106 04W 633 118 03G 22 G- 623 130 02G et �R 681 107 08R 0 761 119 06DW -R- 651 131 05R ** 8 0 682 108 08Y fib 5C4 120 EVIC i51 1-0-652 132 05Y 83 G 683 109 08G 69 BL 762 121 06W '---G- 653 133 05G 88 R 781 110 08DW 671 122 07R 161 1 R- 66 II34 06R ** 89 I 5D4 111 EVID 672 123 07Y 6 0-662 135 06Y 1= G 782 112 08W 673 124 07G L G- 663 136 06G NOTE: TERMINATE ALL WIRING IDENTIFIED AS AC- (6*6 AND 7*3) AT THE AC - BUSS, SEAL AND COIL ALL SPARE CONDUCTORS AND STORE NEATLY ON THE CABINET FLOOR. ** NEW LOAD SWITCH REQUIRED (4 TOTAL) KING COUNTY SR 515 WASHINGTON TS3 JCT. S.E. 180TH ST., M.P. 4.88 I-iERMAN TRAFFIC ENGINEERING INTERSECTION IMPROVEMENTS SHEET 15324 Southeast i 33rd Court, Renton, Washington 98059 44"e 425-277-1740 tel. 425-277-5718 fax hte@comcast.net TRAFFIC SIGNAL WIRING DIAGRAM I x R-439006 0 w R-439007 0 0) I I W FOUNDATION DEPTH TABLE ALLOWABLE LATERAL XYZ (CUBIC FEET) BEARING PRESSURE FOUNDATION TYPE 11,111 AND SD MAST ARM STANDARDS (PS0 TYPE 600 900 1,200 1,500 1,900 2.300 3' ROUND 10' 10' 11' 11' 13' 15, 1,000 3' SQUARE 8' 8' W 9' 10' 11' 4' ROUND 8' 8' 11 10' 11' 3' ROUND 8' 8' 9' 11' 13' 15' 1,500 3' SQUARE 7' 7' 7' 8' 8' W 4' ROUND 7' 7' 7' 8' 8' 9' 3' ROUND 6' 6' 7' 11' 13, 15, 2,500 3' SQUARE 6' 6' 6' 6' 7' 7' 4' ROUND 6' 6' 6' 6' 7' 7' THIS TABLE BASED ON A 0 VALUE OF 26. FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. 3/4" CHAMFER N I UNPAVED SURFACE CLASS 3000 CONCRETE 8 NO. 8 BARS EQUALLY SPACED 3/8 " DIA. PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1" MAX v .w, ,sue PAVED `� 1 X_____ __ SURFACE OF, IENTA-71p� L' SIGNAL STANDARD IDENTIFICATION TAG DETAIL E2 NF EXAMPLE STD. NO. XX - SIGNAL STANDARD NO. STD. NO, 02 0 ATTACHMENT SRXXX, MP XXX.XX STATE ROUTE AND SR97, MP 069.09 MANUFACTURER MILE POST NO. .MANUFACTURER 180` POINT APPROVED DWG. XXXXXX APPROVED DRAWING NO. APPROVED DWG. AB12345 U� ALL HANDHOLES FAB. X/XX/XXXX FABRICATION DATE FAB. 6/14/2002 *90r I AT 180' FROM Et NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS a 90• - 270• FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED. Z E1 s * IF E7 OR E2 SIGNAL ARM IS d FA NOT NINETY DEGREES TO THE p' ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE �y ANCHOR BOLT PLATE 0 �J LOCATION STATION \�6 PR '?141 POLEEWORIENTATION ANGLE (P.O.A.) POLE ORIENTATION DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE LINE I (SETS ANCHOR BOLT ORIENTATION) POLE ORIENTATION AND ATTACHMENT POINT DETAIL (� F_ WHERE NOTED, USE fcT 0- DETAIL 2.07Ev p ATTACHED TO SPECIALz PROVISIONS FORSURFACE TREATMENT 9 9 OF FOUNDATION z 2 02 1/2 CL i 1 i i I #4 HOOPS, RD. OR SQ. 2 AT 1'-0" APPROX. CTRS. 3' SQ. OR RD., OR 4' RD. TYPE PPB TYPE PS TYPE I PPB POST PED. HEAD VEHICLE HEAD FOUNDATION DETAIL STANDARD STANDARD B3 B4 d5� B6 B7 d b a a SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE 40' 1 45' 1 50' 1 53'-150' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' 4 SECTION 12" 16.5 17.0' 16.5 18.0, 16.5 19.7' 16.5 20.8' 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 16.5 19.6, f 12 139 B10 811 � b a h H I U U 1I LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY TYPE II TYPE III TYPE IV TYPE V MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN SIGNAL STANDARD POLE STANDARD 0 a F or b N Q CURB OR EDGE OF SHOULDER TYPE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART STD No. FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (de) 9 FOUNDATION DEPTHS (FT) REMARKS OFFSET DISTANCES (FT) (Z) (POLE f{, TO ATTACHMENT POINT) WINDLOAD AREAS (FT)2 (X)(Y) (X)(Y)(2) STATION OFFSET LT. RT. P.O.A. Al A2 B1 B2 B3 84 85 B6 69 B11 B7 B2 83 B6 89 B11 TOTAL FT 3 C D E1 E2 F G1 G2 H 11 12 3' RD. 3S0. 4' RD. 1 SR 515, 310+56 48' X 0 II 18 46 43 36.5 31 25 10 8.7 7.5 8.7 8.7 12 1378 0 80 185 135 11* 46' MAST ARM 2 SR 515, 310+61 45' X 0 PPB 0 270 USE J-7o EX.3 SR 515, 311+32 45.5' X PS TOP TOP 0 EX.90 4 SR 515, 311+51 37' X 90 II 17.5 49 41 45 22 8.7 8.7 15 1113 0 135 10* 49' MAST ARM 5 SR 515, 311+42.5 52.75' X 0 Ill 17.5 40 51 41.5 36 30 10 8.7 8.7 8.7 12 1186 16 0 0 80 180 135 0 270 11* 51' MAST ARM 6 SR 515, 310+65.5 49.5' X 90 III 18 40 32 24 28 10 8.7 8.7 15 638 16 0 0 135 90 180 135 0 270 10* 32' MAST ARM NOTES ALTERNATE NOTE 1 1 MOUNTING COUPLING INSTALLED FOR TYPE N MOUNT ONLYDRILL 1" HOLE IN MAST ARM AND 2 FIELD INSTALLED. AT OFFSET DISTANCE INDICATED INSTALL PLASTIC SPLIT BUSHING IN CHART. FOR CABLE ENTRANCE. AdW DRAWN RMH Washington State ^ DESIGNED RMH Department of Transportation CHECKED 3/26/05 RMH PROJ. ENGR. DRAWING FILE TS.DWG King County Fire District No. 40 LEGEND a. Vehicle Display b. Sign C. Street Name Sign d. Pre-Empt Detector e. Deleted (10/22/90) f. Luminaire g. Pedestrian Display h. Cabinet i. PPB-M j. Handhole * FOUNDATION SHALL BE 3 FT. ROUND KING COUNTY SR 51 J WASHINGTON HJCT. S.E. 180TN ST., M.P. 4.88 TSS I E 1-IERMAN TRAFFIC ENGINEERING INTERSECTION IMPROVEMENTS SHEET 15324 Southeast 133rd Court, Renton, Washington 98059 OXF 425-277-1740te1. 425-277-5718fax hte@comcast.net SIGNAL STANDARD DETAIL CHART X O M� I W P SW 1l4 NE114 SECTION 32 T91KI R5E WM LEGAL DESCRIPTION qf ZONING VERTICAL DATUM THE SOUTH i/101H OF THAT PORTION OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EXISTING ZONING O, R-12, R-S NAVD 88 6 �9 ®G -S� 9 tl EAST. W.M., IN KING COUNTY, WASHINGTON. LYING SOUTH OF THE NORTH 30 FEET PROPOSED ZONING O, R-12, R-8 BENCHMARKS THEREOF. EXCEPT 40 FEET FOR ROAD. ORIGINAL BM: BM 5812'. 3' BRASS DISC SET IN CONCRETE BASE OF *KING TAX ACCOUNT LUMINARIE STAMPED COUNTY KC-F-8A 1993' 1 MILE NORTH OF THE INTERSECTION OF 1087H AND SR 515 0 15 30 60 THE NORTH ONE- FIFTH OF THE WEST HALF OF THE 'WEST HALF OF THE NORTH HALF IN FRONT OF BLDG #17622 SCALE: i' - 30' OF THE SOUTHWEST QUARTER OF THE NORTHEAST OUARTER SECTION 32, TOWNSHIP 23 TAX LOT NUMBERS 3223059091, 3223MOS ELEVATION= 400.968' NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 3D FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED TBM-A: 'X' IN NWLY BOLT ON TRAFFIC SIGNAL BASE RECORDED UNDER RECORDING NUMBER 791757, RECORDS OF KING COUNTY, WASHINGTON IN NE'LY QUAD OF INTX OF IOBTH AV SE AND 180TH 5T YOU DIG ELEVATION 403.50' &CALLOBEFORE COII: TOLL FREE TBM-B: 'X' IN SWLY DOLT ON LIGHT POLE BASE 20'3 S'LY FROM SW PROPERTY CORNER -80-424-5555 ELEVATION- 404.5V r t s L1J Ex 11815E , I > VICINITY MAP SCALE: 1"-2000' { I t I 1 s� SITE DEVELOPMENT DATA o APPLICANT BRIAN HARRIS FOLW81 6213 I -- EXT WR9 — �I I I ^ TCA ARCHITECTURE PLANNING l4fjjt 1 i Wb/8CAP 6213 — _xi CJ48 J I fR011 By ESiIoxE L SEA LE. WA ELT WAY HE I I AS'RA6D 1l�DT fWNO6 RRBAR I f — — PHONEE. 6. 98115 PHONE 206.522.3830 "FRO sCALC_aw W E 179TH PL N 89'17'37" W 2&2.T1° FgYE py Uu� FROM CALC. POS. I ARCHITECT BRIAN HARRIS uRaossx TCA ARCHITECTURE PLANNING i V 1 i SEATILE, 6211 ROOSEVELT WAY NE S� -- T5t5IEY We) CQVC JRWY �� PHONE 206.522WA.383098115 ^EMT I ' ' OWNER KING COUNTY FIRE PROTECTION DISTRICT No 40 I I ' r__r_ >E __ _ 10828 SE T -�- ----- i i i i___ I i___i__5___( - - e OI D MR O RENTON, WASH NG70N 98058 ( i- T I_ _ I PHONE 425.255.0931 3 V-ii""'"'"' j i. k �.....�.. ,I ENGINEER MARK FLURY, P.E. BRIS i OW 4'1�D. DAMD EVANS and ASSOCIATES, INC, i '- W 1620 W. MARINE VIEW DRIVE ^ VOL.63. PG. 66 EVERETT, WASHINGTON 98201 i - N PHONE 425.259.4099 FAX 425.259.3230 i I i 1 I SURVEYOR TIM GRIFFIN, P.L.S. I SE 180TH ST Nas 2s'a _ 40_00,. ww ® yJ yi4S"o a] 44=1 . .s F FIE STATION I I I I 7 — — -J I WAW mum 4IIMN.T MAINTENANCE I . ON Fw EX HOUSE I 14 '5 I }N0. 1/2' REBAR S CAP ON —OF C cats. Po9nax I BENSON TERRACE DIV. 3 BLK. 1 VOL 62. PG. 4. 1 / EX HOUSE EX fiW6E SE 180TH ST i 1 I I BENSON TER ACEI DiV. 3 I ( 5 BL 1 PG. a. IEX HOUSE I EX HUM ' I EX HW4E i I I I 1 MEAD GILMAN & ASS= P.O. BOX 299 WOODINVILLE. WA. 98072 PHONE 425.486.1252 SHEETINDEX Ct COVER SHEET AND SITE PLAN C2 CLEARING, GRADING AND TESC PLAN C3 CLEARING, GRADING AND TESL DETAILS C4 PAVING AND STORM DRAINAGE PLAN C5 DETENTION VAULT — DETAILS AND SECTIONS C6 PAVING AND STORM DRAINAGE DETAILS C7 108TH AVENUE SE IMPROVEMENT PLAN SWt SEWER AND WATER PLAN S1-3 VAULT STRUCTURAL PLANS GENERAL PLAN NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (Kee), KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PREUMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR UABIUTY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) ENGINEERING REVIEW CHECKUST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE. GAS, ELECTRICAL. ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE 5, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 6. CONSTRUCTION NOISE SHALL BE UNITED IN ACCORDANCE WITH KING COUNTY CODE (SECTION 12.88}; NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS T IT SHALL BE THE APPUCANT•S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. & FRANCHISED UTIU71ES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DOES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERIMSE APPROVED BY DOES 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE V414N A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION, ALL GROUNDWATER SYSTEMS MUST DE CONSTRUCTED IN ACCORDANCE WITH SECTION 81 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE 13ACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFlLLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 1& OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY ODES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHAM. BE RESTORED IN ACCORDANCE LWTH KCRS &03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS. SAFETY DEVICES PROTECTIVE EQUIPMENT, FLAGGERS• AND ANY OT14ER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, 'TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. Rt 5 •' - ry • • 1 (!. \ti f 4 V o 2: N (Jim A ZIW, a+mo Oi �Q o mN c N r 0 > QW gd� W ® ®QQ 'S MZ ® � o 2 PERMIT SET REVISIONS: APPD. DATE: JULY 13, 2005 DESIGN: RMF DRAWN: CLK CHECKED: REVISION NUMBER: SCALE: 1'=30' PROJECT NUMBER: TCAX00000007 DRAWING FILE: ECIMOOITCAXOCOO0007 i c SHEET NO. OF 7 of R-439009 SW 114, NE1/4, SECTION 32, T23N, R5E, WM VERTICAL DATUM EROSION AND SEDIMENT CONTROL NOTES CONSTRUCTION NOTES NAVD 88 O BENCHMARKS I. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT CONS71TUTE AN APPROVAL OF DEMOLISH AND REMOVE EXISTING STRUCTURE BENCHMARKS ROAD OR DRAINAGE DESIGN (E.G, SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, O2 DEMOLISH AND REMOVE EXISTING ASPHALT PAVING. ORIGINAL BM: BM 5812: 3" BRASS DISC SET IN CONCRETE BASE OF CHANNELS, RETENTION FACILITIES, UTIUTIES, ETC.). g� ® LUMINARIE STAMPED 'KING COUNTY KC-F-8A 199V 3O DEMOLISH AND REMOVE EXISTING CONCRETE DDRIVEWAY AND SIDEWALK ® R ®T ®-® 1 MILE NORTH OF THE INTER-TION OF IOM AND SR 515 2, THE IMPLEMENTATION OF YHESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, IN FRONT OF BLDG #17622 AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSiBIUTY OF THE APPUCANT/ESC SUPERVISOR O4 REMOVE AND DISPOSE OF EXISTING FENCErmlomawn?mmmmmolELEVATION= 40096W UNTIL ALL CONSTRUCTION IS APPROVED, O5 REMOVE AND DISPOSE OF EXISTING UNDERGROUND ELECTRCCAI. SERVICE 0 15 30 60 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A TSM-A: 'X' IN NWLY BOLT ON TRAFFIC SIGNAL BASE CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE © REMOVE AND DISPOSE OF EXISTING OVERHEAD ELECTRICAL, POLE AND YARD LIGHT SCALE: 1" = 30' IN NE'LY QUAD OF INTX OF 108TH AV SE AND 180111 ST CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED, THE ELEVATION= 403.50' CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF O CONTRACTOR TO PROVIDE TREE PROTECTION AND CLEARLY MARK TREES TO BE CONSTRUCTION. SAVED PRIOR TO CLEARING SITE, TSM-8: 'X' IN SW'LY BOLT ON LIGHT POLE BASE 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL 20`* S'LY FROM SW PROPERTY CORNER CLEARING AND GRADING SO AS 70 ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, ELEVATION= 404.56' DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS. RELOCATION OF DITCHES AND SILT FENCES, ETC.). I j , , :HW. / 6. THE ESC FACU71ES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO 1 ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY RENEWS OF THE t /' \ 77 EESC FACILITIES DURING THE WET SEASON (OCT. 7 TO APRIL 30) AND OF MONTHLY RENEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30), ,., /, >//, •/,; , , 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY RING THE DRY THAT N S NOT 3E DISTURBED FOR 1W0 DAYS DURING THE WET SEASON OR SEVEN DAYS WRING THE DRY SEASON SHALL BE IMMEDIATELY y STABILIZED VA7H THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN E=382.a6 : FIFTEEN (15) DAYS. tE_19420 .Y -NE i 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A /� MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (7) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING THE CLEANING B977•37" kl/� �T:-`- `"� � - / - G � � p� / OPERATION MALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. ! 9TH r �- �- � 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ,SS , - G-- ----- _.s__ _ _ AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PANED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. r \. I t g1YC R4WN 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH PS j i M ,T�4 a_____ I .� THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE 2 ____--__ ,�j 5_=ata.2-tYCP "'-' -N,E I y' FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED r�,.�' ! � \ \ SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT Ix I t \ \ 4b FACILITY. '(OpoAW69 -/ Y I 11 WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES, --SRISTOW DD. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE RENEWED TO VOL. 63, PG 56 DENTFY YNICH ON CAN 8E SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL Ex c9 7YAf 2 / % y (x^ ' 3 ti ' µ BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS PousM1Ot.Dx -""� I - } t i �,. ,-// , ,. r; ••.(�. TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DUES INSPECTOR. THE DOES CENT INSPECTOR CAN REWIRE SEEDING OF ADDIRONAL AREAS IN ORDER TO PROTECT 30`0`e F1.OJc W-39&73 np j I `( �I ' J jl ' j i 1 N .5HOUSEi SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. / / / ; t i t �+ Ex 14 j 244 L SE 180 W BLDG/PAD` I - �'•� I ;i t f 171 I /� fr . t L / F0m4M.60 ��= 111 t ® { r I 1 r 3EYJSTNG TREES REMAIN �N TERRA�E D� '3 VOLIG 1 i I VOL rli2 PG. A 1, 00 IIT EL-411.2 -Ij II , IX HOUSE - D IX HOUSE 0 f BLDG FPS j FF=t1® v �< i AREA NO TREES fi SE/ 180* ^ ST ... ;r ?4 17.79 = - D I TYPE Gn iq<--411041.9 M1M=?]. 4]M-402C ss E% O33.79 IS OF HATER) � � (/ Fes' y�-�._p� -�{ ^�5' � j y�/.�LF/��•y/' �,,..-� � EXNWSE ' / `. I�%f �- / �'� j„CFVJVIN ILFC AGjLI/ V. 3 RECOMMENDED CONSTRUCTION SEQUENCE 1, PRE -CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST NOTCE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CLEAR AND ROUGH GRADE SITE. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. STANDARD PRACTICE CODING SYSTEM: CODE BMPs CE STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET C3. DC DUST CONTROL - O FILTER FABRIC FENCE PER DETAIL 2, SHEET C3. IP STORM DRAIN INLET PR07ECTION PER DETAIL 3. SHEET C3. PS PERMANENT SEEDING AND PLANTING a0 cv min � S z W 0) q >1d ASg1m 0 e® 0 dW � da O N ® pa I� PERMIT SET REVISIONS: APPD. �-a. 7 r � 1 r' 6 .-' /�,,_._ 5 `, � 4 gggg 71771171I g DATE: DULY 13, 2005 IX HOUSE ! I EX HOUSE I EX HOUSE DRAWN: CLK CHECKED: REVISION NUMBER: SCALE: 1"=30' PROJECT NUMBER: TCAX00000007 DRAWING FILE: ECIM002TCAX000OOD07 G SHEET NO. a OF 6 R-439010 SW 1/4, NE1/4, SECTION 32, T23N, R5E, WM WIRE STAPLES OR WINE RINGS (TYP.) MESHOX2'Xl4GX OR EQUAWELDED L n —1 FILTER FABRIC MATERIAL MIRAR IOOX OR EQUAL. — 2"Xe WOOD POSTS, STANDARD OR BETTER, OR EQUIVALENT BURY BOTTOM OF FILTER FABRIC MATERIAL IN 8'XI2" TRENCH 18" FILTER FABRIC UNDER GRATE 2MIN DEPTH CLASS 8 GRADED AREA CLEARING LIM111 MIN. GRAVEL (12- MIN. DEPTH) ASPHALT APRON RUNOFF WATER FILTER FABRIC MATERIALW711 SEDIMENT WIRE MESH SUPPORT FENCE R=25' MIN. (OPTIONAL) 12" MIN. DIRECT RUN-OFF TO FOR FILTER FABRIC PROVIDE WASHED GRAVEL OR SEDIMENT INTERCEPTOR DITCH COMPACTED NATIVE SOIL AS AND ROUTE TO 4"-8" QUARRY SPACES SEDIMENT TRAP DIRECTED BY LOCAL GOVERNMENT 24•MIN PLACE GEOTEXTILE SPALLS UNDER SPALLS MEET THE FOLLOWING STANDARDS:GEOTEXTILE SHALL CATCH BASIN GRAB TENSILE STRENGTH (ASIU D 200 PSI MIN GRAB TENSILE ELONGATION 30% MIN MIN SIR GTH MULLEN BURST EN rASTTMM D-31. 400 PSI MIN SEDIMENT TILTIR FABRIC <:::�_ ADS (ASTM 0-4751) = 20-45 (U.S. STD SIEVE SIZE) g `-FILTEREO WATER STABILIZED CONSTRUCTION ENTRANCE FABRIC SILT FENCE STORM DRAIN INLET PROTECTION _FILTER 3 - ANDA§`PHALT �WHEELWASH�—� NO SCALE C) CN z w L'j < 0 w W 0 L'o z < Lu 0 00 (D 0 z z LLJ z Lf Lij wx < LL <Of w D 0 z < Z) w 0 c—) (D z zwy5s 5< �. gum N 00 > 0� 'o z < PERMIT SET REVISIONS: APPD. DATE: JULY 13, 2005 DESIGN: RMF DRAWN: CLK CHECKED: REVISION NUMBER: SCALE: 1"=30' PROJECT NUMBER: TCAX00000007 DRAWING FILE: ECIM003TCAX000OOD07 SHEET NO. C3 il ov 6 1R-439011 0) C'7 I I W 1 I E%LE ME 2.�` r� 0Na401.06—T- E=3a1.73 I EVEY3-12xP4C-N 3T0'O4ER1TG Fl=3e6.?3 �/ fE=395.Q'E SO "` in, rIT .�- ■ - R4x990iR2 •�' `RRT C'W'i9 rn Fa33862-i2[op W e SE 18C Ty.j Tom, _ _ 7 .� _ � w g SW 1/4, NE1/4, SECTION 32, T23N, R5E, WM Y W t._J F4 8 9--® 0 15 30 60 SCALE: 1" = 30' �W E% HOUSE i � ASH CB 2 TYP Q'54"p j V IF.-39&`D-L�A/OkW?x.E,SWI RIM L- �• TER ATOR / tii t �� 0 OW EL=l� S/rf `( i 1 II 1 1 ate- i E%T 401 OD-12" 4'AC»M Ov 2i asirar�u-ii_ . < {_ _ 79TH PLSs 4 f l , I 1 r �47$ CD �3 TYPE h .I 2 ,•` I ccaic ORvrc I Ex ra 4 =405. a r CB 4 TYPE i GR _-IE 7E-15-1 5- -� '\ R-413.1zV' E. � 40435-12"W- t tA°• \ � �1 tEn413.2-1Yt4-N.E alp °S= 2" ff=asses 68$ (LOCAVO-0 AER IN5-B'ce-NE.wT 1-- I fT'1eA"'/!✓ J iPPN aos.291 a6ko ao.6o ", i W fBRiSTOW �DD. I �Jr, QN r. m Y' Jam. rb°'`' •�� 1 `. f s r./ : XJr / /i 1 47P 2 64-� �. � , z Ex HOUSE v 4 14 LCONTROL; STRUCTURE 1 it M. 404.40 { I v i i /r/s."':•/'/ k0•SR' I j1E=p9.5.40-12"NrW i 1 ' ' i IC516k 1 !" 301y 4r/ 1 1 g `asOb i OR 4 80+/ F ? 1 O IEffi3 FIRE STATIONas 7 �n Ca74 APRON % 4" a UNf f _J FROM 00 SPOUTS 404 M3E�lSON TERRA �C O.I,1 if ( s � i � � °�M r /� sea B LK/ 1 DO &I ME 1 : rev' / CB TYPE Vol. p \ t / TOWS 1 =405. IGR =4oaiz w j i( i I j 2 i i I I? I ��/�[� ,\y�6° ---- — � �fr � --- — as — •oo t' ,r` . , Hain Ex HOUSE F '" t •'i 912 SO all 8LF c> I I f \ GRATE=4OC40 � , , i � MAiNT�NCE M , i 1 IE=400.90-12"N.E y f ` \ Ex SSMH_,•1_", I f R@1:457.5.4 Ii 1 TRASH COVERED ARKMG l—� lkth• �ZO GEN 45 t7s j �s I �(((��(((�— Pi '� I ; •\ n (! RE AINING WALL -- P s s% c_ e _ SE/' 180TH ST 1 PNs41 t N•�t0'.31�-i9" W \ e _ _ _ !_ _,�,j_lE'•d13.16 _5 Z "voL / 5 4 Iti E% HOUSE I Ex HOUSE % I % E% HOUSE VERTICAL DATUM NAVD 88 �CHMARKS ORIGINAL BM: SM 5612 3" BRASS DISC SET IN CONCRETE BASE OF LUMINARIE STAMPEDING COUNTY KG-F-8A 1993' 1 MILE NORTH OF THE INTERSECTION OF 108111 AND SR 515 IN FRONT OF BLDG #17622 ELEVATION- 4GO.968' IBM-k 'X' IN NWLY BOLT ON TRAFFIC SIGNAL BASE IN NE'LY WAD OF INTX OF 108TH AV SE AND MOTH ST ELEVATION= 403.50' IBM-8: 'X' IN SWLY BOLT ON LIGHT POLE BASE 20!1 S'LY FROM SW PROPERTY CORNER ELEVATION= 404.55' 77TIfI_[a: r, L[#5[ 1. Proof of liability insurance shell be submitted to ODES prior to the precanstructian meeting (KCC 9.04.100.D). 2. All pipe and appurtenances shell be laid in accordance with WS00T 7-08. This shall include leveling and composting the trench bottom, the top of the foundation material and any required bedding to a uniform grade so that the entire drainage facility Is supported by a uniformly dense unyielding base. 3. Steel pipe shall be galvanized and have asphalt treatment Q1 or better Inside and outside (KCRS 7.03). 4. All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk shalt have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have said locking lids (KCRS 7.05). S. All catch basin grates shall conform to KCRS drawing numbers 2-013, 2-018, 2-019. or 2-020, and shall include the stamping "OUTFALL TO STREAM, DUMP NO POLLUTANTS" and "Property of King County" (KCRS 7.05). 6. All driveway culverts located within King County right-of-way Mall be of sufficient length to provide a minimum &I slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections to match the side slope (KCRS 7.03(LI Drawing No. 2-001). 7. Rock for eroaion protection of ditches, where required, must be of sound quarry rock, placed to a depth of one foot (1'), and must meet the following specifications: 100 8" sieve, 40% maximum can peas the 3" slow and 10% maximum can pass the 3/4" sieve. Installation shall be in accordance with KCRS 7.02(8), Drawing No. 2-024, & Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infgtretton by King County. Stub -cuts shall conform to the following: a) Each cutlet Mall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and foo1f drains, driveway', yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each cutlet shelf have free -flowing, positive drainage to an approved stortnwater conveyance system or to an approved outfof( location. $ must pass the b) Outlets on each lot shall be located with a five -foot -high, 2" x e stake marked "storm" or "drofn". The stub -out Mali extend above surface level, be visible, and be severed to the stake. a) Pipe material shill conform to underdrain specifications described in KCRS 7.04. If non-metallic, the pipe shall conton wire or other acceptable detenton. d) Drainage easements are required for drainage systems designed to Canvey flows through individual lots. e) The Applicant/Contractor is responsible for coordinating the locations of aft stub -out conveyance lines with respect to utilities (cg., power, gas, telephone, television, etc.). f) All individurl stub -outs shall be privately owned and maintained by the lot homeowner CONSTRUCTION NOTES O LIGHT TRAFFIC ASPHALT PAVEMENT PER DETAIL 1, SHEET C6. O HEAVY TRAFFIC ASPHALT PAVEMENT PER DETAIL 2. SHEET 06. O CONCRETE PAVEMENT PER DETAIL 3, SHEET C6. O ROCK FACING PER DETAIL 4, SHEET C6. O CONSTRUCT 57OLF OF 6' HIOH WOOD SCREEN FENCE. i 1 1 E • •i . Uj 1 i Y �Y z N ®zw -&§ In Q W N w� � '�vi �0 > ® �W z N ® ®a t0 PERMIT SET REVISIONS: APPD. J DATE: DULY 13, 2005 S'r � / i I I DESIGN: RMF DRAWN: CLK A CHECKED: REVISION NUMBER: SCALE:1"=30' PROJECT NUMBER: TCAX00000007 DRAWING FILE: ECIM004TCAX00000007 i SHEET N0. {v � c n i R-439012 O It 1 1 W SW 1/4, NE 1/4, SECTION 32, T23N, R5 E, WM D 5 10 20 30 DETENTION VAULT CONSTRUCTION NOTES: LE O1 ACCESS PORTAL WITH LOCKING MANHOLE FRAME AND COVER SEX CBS 90 PER KING COUNTY STD DWG NO'S 2-022 & 2-023. MARK COVERS WITH OSHA "CONFINED SPACE" WARNING 12" RISER O2 PRESTRESSED HOLLOW CORE PLANKS. 68,00. ORIFICE ELBOW PER KING CO STD 4,0 O3 LADDER RUNGS AT EACH ACCESS PORTAL - DWG NO 2-025 FIN GRADE E1s404.0 FIN GRADE EL=405.0 ORIFICE )I2 O4 4" PERFORATED PVC PERIMETER FOOTING DRAIN 12'11) PIPE ENVELOPED WITH 1/2--1 /2 WASHED DRAIN ROCK. \ i O5 PCC FLOOR SLAB INLET FROM `' ` 12'SO � / �� / \ -� Sm0.00X }1TYP1,___________________s DETENTION VAULT __________--- 1 O6 PROVIDE KNOCKOUTS FOR INLET AND OUTLET STORM PIPES CB #ry 6 5'x5' PASS THRU \♦ TYPE 2 54' DIA CS FLOW CONTRA. STRUCTURE // BAFFLE WALL \� O 5'x10' ACCESS HATCH, UTILITY VAULT CO. HATCH NO. LW-HD-HS25 OR EQUAL. " 24' CIA ACCESS WITH LADDER PLAN G> - _-____________________ / A FIN GRADE EL-404.0 6.50' FlN GRADE EL=405.5 _ ROUND SOLID LOCKING 12'SD IN COVER MARKED 'DRAIN" FROM CB #2 EIEV=404.40 PLAN z ALUM. CLEANOUT GATE LIFT ROD SCALE: 1"=10' m I NOTE " s OVERFLOW ELEV=40i.20 THESE PLANS INTENDED FOR GEOMETRIC REPRESENTATION ONLY. SEE STRUCTURAL PLANS ORIFICE NO. 2 FOR ACTUAL VAULT CONSTRUCTION. GA E SUPPORT.TOR IMBEDDED oA=15/1s~ 2' IN WALL AT MAX. 3' SPACING, 12 SD OUTLET 12' SD INLET ELEV=389. 4� 1------_-_--- Do - - 2 ELEV-403.00 I I fl` I1 ill'i III III IIl�il �I i i l; i f i l l i l' I ii; iIt i j, I MAX W.S. SIV-401.35 _ f00 YR OVERFLOW 66.00' a IEm398.72 LIVE STORAGE 12'SD PIPE IN M FROM CD #2 12'SD PIPE OUT 70 CONTRA. STRUCTURE MIN W.S. ELEVm383.20 DEAD STORAGE 5 a IE=393.20 SHEAR GATE CLEF PER KING CO TO DWG NO 2-026 STEEL RESTRICTOR PLATE W/ 1 31W DIA ORIFCE ORIFICE TO BE SHARP EDGED ELEVATION SHOP DRILLED. NO SCALE 2 CB #1 - TYPE 2 54" 0 W/ FLOW CONTROL STRUCTURE REF: KING CO STD DWG NO 2-025 4 0 I- U_ coZ� 0 O 0 W ~ Z to z h— O F— DCo O 00 `t Lrt-I U W z e Q F- LL ® z v � Lryry�Le � W W LLI �_ O O z W 1 Q D ..io Z Y V 40 ? N m F- >a s5 I\ t N ®_ ,V0 i A V w m m o aUl � wa ® ®a 3L'u zz ®a � ® z PERMIT SET REVISIONS: APPD. DATE: JLUTY 13, 2005 DESIGN: RMF DRAWN: CLK > CHECKED: REVISION 5 NUMBER: DEAD STORAGE EEV-389,00 5°/;✓ '+ SCALE: AS NOTED PROJECT NUMBER: 4 TCAXOOOOOnm SECTION A -A SECTION B-B DRAWING FILE` SCALE: H:1"=10' V:1-=2' SCALE H:1"=10' V:1'=2� i ECIM0057CAX00000007 4i SHEET N0. 1 DETAIL -DETENTION VAULT SCALE: AS NOTED �- �� a OF 7 R-439013 SW 1/4, NE 1/4, SECTION 32, T23, R5 E, WIC C) O d� C'7 O W l 3 � J 2.5" MIN COMPACTED DEPTH CLASS B ASPHALT CONCRETE 4" MIN COMPACTED DEPTH CRUSHED SURFACING BASE COURSE* (TABLE COMPACTED SUBGRADE* *COMPACTED TO 95% BASED ON ASTIM D1557 � ASPHALT CONCRETE PAVEMENT SECTION LIGHT TRAFFIC NO SCALE /FW1.kW1.4 WELDED WIRE MESH 7" MIN PORTLAND CEMENT CONCRETE (PCC) SUITABLE COMPACTED SUBGRADE COMPACTED TO 95% BASED ON ASTM U1557 CONCRETE PAVEMENT SECTION &2CtE2MLENT NO SCALE CCESS ABOVE ROUND MANHOLE COVER MARKED "DRAIN" "III LOCKING SOLa OVERFLDW —7- I 4" MIN. - TV MAX. ELIE . PER PLANS .i 1 OR . LIFE HANDLE PIPE SUPPOR(S) z• 3" x .075' ALLUM. CLEANOUT/SNEARGATE. 8" DIA, MIN. OR 0.75" STEEL -- SD OUTLET SD INLET INVERT ELEVATION PER PLAN �., �• \ INVERT ELEVATION PER PLAN BOTTOM OPEN ON OL/WATER SEPAR ELEVATION It 54" C.B. OR LADDER TYPICAL OIL/WATER SEPARATOR NO SCALE 3S" MIN COMPACTED DEPTH CLASS B ASPHALT CONCRETE 6" MIN COMPACTED DEPTH CRUSHED SURFACING BASE COURSE* SUITABLE COMPACTED SUBGRADE * *COMPACTED TO 95% BASED ON ASTM D1557 ASPHALT CONCRETE PAVEMENT SECTION 2 HEAVY TRAFFIC NQ SALE NOTES: 1. ROCKERY SHALL BE INSPECTED DURING CONSTRUCTION 2. MINIMUM EMBEDMENT DEPTH (D) FOR THE BASAL ROCK IS 1.5 FEET IN UNDISTURBED SOIL 3. ROCK SHALL BE PLACED ID GRADUALLY DECREASE IN SIZE WITH INCREASING WALL HEIGHT IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 4. MINIMUM WIDTH OF KEYWAY EXCAVATION SHALL BE EQUAL TO THE THICKNESS OF THE BASAL ROCK AND THE ZONE OF CRUSHED ROCK 5. THE LONG DIMENSION OF THE ROCK SHALL EXTEND PERPENDICULAR TO THE ROCK FACE TO PROVIDE MAXIMUM STABILITY S. ROCKS SHALL BE PLACED TO AVOID CONTINUOUS JOINT PLANES IN VERTICAL & LATERAL DIRECTIONS, AND LARGE VOID SPACES. EACH ROCK SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, WITH GOOD FLAT TO FLAT CONTACT 7. IF TOPSOIL IS PLACED OVER THE CRUSHED ROCK ZONE, FILTER FABRIC SHALL BE WRAPPED AROUND THE TOP OF THE CRUSHED ROCK ZONE LEGEND: O12" MIN. THICKNESS ('W), 1" TO 4" CRUSHED ROCK FILTER MATERIAL FREE OF ORGANICS WITH LESS THAN 5 PERCENT FINES (SILT AND CLAY PARTICALS PASSING THE Na 200 MESH SIEVE) MINIMUM 4" DIA. UNDERDRAIN PIPE CONFORMING TO SECTION 7-01 OF THE WSDOT/APWA SPECIFICATIONS. SUCH PIPE SHALL BE BEDDED UPON AND SURROUNDED BY WASHED ROCK TO HELP PREVENT CRUSHING. N) ROCKERY WALL HEIGHT 1O ® OO 6 FEET 5 MAN 4 MAN 3-4 MAN 2-3 MAN 2 MAN 8 FEET — 5 MAN 4-5 MAN 1 3-4 MAN 2 MAN 12 FEET 6 MAN 5 MAN 4-5 MAN 3-4 MAN 2 MAN SIZE APPROX. WT - LBS APPROX, DIA, O FILTER FABRIC AIN 140 FILTER FABRIC OR EQUIVALENT) SHALL BE PLACEDED AGAINST NATIVE THE NATIVE SOIL AND WRAPPED 1 MAN 50 - 200 12" - 18" AROUND THE BASE OF THE CRUSHED FILL 2 MAN 200 - 700 18" - 28" 3 MAN 700 - 2000 28" - 36" OUNDISTURBED FIRM NATIVE SOILS OR COMPACTED STRUCTURAL FILL 4 MAN 2000 - 4000 36" - 48" 5 MAN 4000 - 60DO 48" - 54" ODESIGNATES SIZE OF ROC( REWIRED PER GEOTECHNICAL 6 MAN 6D00 - 8000 54" - 60" ENGINEER'S RECOMMENDATIONS DETAIL - ROCKERY 4 NO SCALE LLO co CT) z 0 z Q z 0 r z w V z z_ $ o{A =o z w N m m a� aarn� ®®' >In �e �a ® � IM1 g N ,d PERMIT SET REVISIONS: APPD. DATE: JULY 13, 2005 DESIGN: RMF DRAWN: CLK CHECKED. REVISION NUMBER: SCALE: AS NOTED PROJECT NUMBER: TCAX00000007 11 DRAWING FILE: ECIM006TCAX000O0007 S I SHEET N0. E S oF6 R-439014 SW 1/4, NE1/4, SECTION 32, T23N, R5E, WIC AgL,%6C) O CALL FOR UTILITY LOCATES 9�IOiRiH BEFORE N YOU DIG 0 10 20 40 9-800 424-5555 z V) (Tj SCALE: ,' a 20' j<17 / ;I%° { . N Q ° 0091 r �" d o z Lu Er 0 o R6CyG FENCE V(f.RiCK COLJMS me j (n ; n ✓.:% 0 CL cur>>— ¢---�f1� `" w < _.��.. CONCRETE WALK t \ ' tl • VERT CURB �` 1 i \\ _ _"" .._....._... __ _._ CONCRETE WALK �� z z w I- o 'TQBTH AVE SE --......_.....--_.-.,_._..-._.____..__..�._..._ � \ '.., -� VERT CURB ¢ � z ______.M._,- _-,---c----.--._—.---._.__._ � EXT CURS 10+� tasnl AG. E = P CO s7R _ INTERSECTION ' ? _ _ EXT CURB ` - - m _ i / _ _ N 01 °26'd3" E 8 Q - _.._.........__ VERT CURB Q so soSO VtRT CURB - y T. � w ____ rn _ wWA-='c- 12° CONC. Ulm // cB L-36.67' =17.2 -�.,,� '. '•00 1 �t8oro0'ooapa°° DEV' Nn0a1NAULT --- I ILO .». _. _._."= -.__._ I ■ \ l I I I z S 00 i. ---Cop o 0 zw VERTICAL DATUM CONSTRUCTION NOTES O U E a o ro NAVD 88 O SAWCUT EXISTING ASPHALT PAVEMENT 1.0' FROM FACE OF GUTTER. BENCHMARKS MATCH GRADE WITH NEW ASPHALT PAVING. to da ORIGINAL BM: SM 6812: 3' BRASS DISC SET IN CONCRETE BASE OF O2 REMOVE AND DISPOSE OF 19OLF OF EXISTING CONCRETE CURB/GUTTER AND SIDEWALK. ® Q Q 3 cu LUMINARIE STAMPED 'KING COUNTY KC-F-BA 199S o 1 MILE NORTH OF THE INTERSECTION OF IOBTH AND SR 515 O REMOVE EXISTING DRIVEWAY SECTION AND INSTALL NEW CURB/GUTTER AND SIDEWALK. = cv IN FRONT OF BLDG #17622 MATCH GRADE OF EXISTING CURB/GUTTER AND SIDEWALK. ® Q ELEVATION= 400.968' O4 RELOCATE EXISTING UTTUTY POLE. COORDINATE WITH UTILITY COMPANY. T&,I-A: 'X' IN Y QUAD D O N TRAFFIC SIGNAL BASE OS AD.RIST EXISTING MANHOLE FRAME AND COVER TO NEW GRADE. IN NEiY QUAD OF NdiX OF 108TH AV SE AND 1807H ST n1'')1'��+ ELEVATION= 403.50, O6 SIDEWALK GRADE SHALL MATCH EXISTING MANHOLE RIM AND COVER ELEVATION. PERMIT JET 78M-B: '%' IN SWLY BOLT ON LIGHT POLE BASE O REMOVE OR RELOCATE EXISTING TRAFFIC SIGNAL ELECTRICAL BOXES PER NEW SIGNAL PLAN. 2W* S'LY FROM SW PROPERTY CORNER © REMOVE EXISTING WATER METER AND PLUG SERVICE UNE. RETURN METER TO WATER DISTRICT. REVISIONS: APPD. ELEVATION- 404.56' O9 REMOVE EXISTING SIGN. 10 CONSTRUCT CURB RAMP WHERE SHOWN PER KING COUNTY SM DWGS 4-001 & 4-002, 11. SEE CHANNEUZATION PLANS FOR STRIPING. SEE SIGNAL PLANS FOR SIGNAL MODIFICATIONS 8888 DATE: JULY 13, 2005 g DESIGN: RMF $ DRAWN: CLK K CHECKED: 8 REVISION NUMBER: SCALE:1"=20' PROJECT NUMBER: TCAX00000007 DRAWING FH.E: ECIM007TCAX00000007 s SHEET NO. a N OF 7 R-439015 " S.E. 180 SW 1/4, NE1/4, SECTION 32, T23N, R5E, WM CDO FZ -F aq 0 15 30 60 SCALE 1* m 30' Am Az E OMI < 1211\11'TY.�AP cm SITE DEVELOPMENT DATA INSTALL SSMH OVER Ex SS MAIN APPLICANT BRIAR HARRIS ROOSEVELTR TGA ARCHITECTURE PLANNING R— S.E. 179TH PL. 6211 WAY HE II t —,4F1REZ-7AS77,--- SEATTL206 . WA 15 PHONE 206.522.383 -T ARCHITECT BRIAN HARRIS 6211 TCA ARCHITECTURE PLANNING ROOSEVELT 0000% SEATTLE, WA 98115WAY NE PHONE 206,522.3830 FIRE T RE ON OWNER KI10828 SE 1NG COUNTY 76TH STREET FIRE PROTECTION DISTRICT N.. 40 RENTON, WASHINGTON 98058 BRISTOW DD. PHONE 425,255.0931 — — — os ENGINEER "ARK FLURY, P.E. DAVID EVANS ..d ASSOCIATES INC. S VAU 1 620 W. MARINE NEW DRIVE TOR LILIL. EVERETT, WASHINGTON 9824 01 253230 2544 BEND jI FIRE STATION OIL/WATER- SEPARATOR CO Do Yi 0 BENSON TERRACE D�V. 3 GO BLK. I VOL, a P& 4. 1 2 MAINTENANCEMTENANCE ,CDIP 11 L RETAINING WALL S.E. 180TH ST. El a m 8 BENSON TER ACE DIV. 3 1 7 6 5 4 HON E 425. SURVEYOR TIM GRIFFIN, P.L.S. MEAD GILMAN & ASSOC. P.O. BOX 289 WOODINVILLE, WA. 98072 PHONE 425.486.1252 ZONING EXISTING ZONING 0, R-12, R 8 PROPOSED ZONING 0, R-12, R-8 TAX ACCOUNT TAX LOT NUMBERS 3223050091. 3223059106 LEGAL DESCRIPTION THE SOUTH 1/10TH OF THAT PORTION OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF THE NORTH 30 FEET THEREOF. EXCEPT 40 FEET FOR ROAD. THE NORTH ONE- FIFTH OF THE WEST HALF OF THE WEST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NUMBER 791757, RECORDS OF KING COUNTY, WASHINGTON VERTICAL DATUM NAVE) 88 BENCHMARKS ORIGINAL DM-. BM 5812: 3' BRASS DISC SET IN CONCRETE BASE OF LUMINARE STAMPED TONG COUNTY KC-F-BA 199S 1 MILE NORTH OF THE INTERSECTION OF 108N AND SR 515 IN FRONT OF BLDG #17622 ELEVATION- 400.968' TEIM-x. X` IN NWLY BOLT ON TRAFFIC SIGNAL BASE ;N NELY QUAD OF INTX OF IOSTH AV SE AND 180TH ST ELEVATION= 403. 6c TOM-B: 'X' IN SWLY BOLT ON LIGHT POLE BASE 20':k SLY FROM SW PROPERTY CORNER ELEVATION- 4X56' 0 CN ry z EL w z U) 0 Fn U, z < 0 U z Lu 0 Lu CO uj 0 U) z 0 < w Z W xLu co < CL LLJ o z 0 0 Z < W 0 C9 z gg O z Ili 0 > z PERMIT SET REVISIONS: APPI). B.B. MAN. PRE-APP SUBMITTAL 5/m/05 DATE: JULY 13, 2005 DESIGN: RMF DRAWN:CLK CHECKED: JNM REVISION NUMBER. SCALE: 1"�-30' PROJECT NUMBER: TCAX00000007 DRAWING FILE: ECSWO01TCAX000O0007 SHEET NO. swi R-439016 FILL WITH GROUT AS DRECTED BY PRECAST PLANK MFGR. CONT, BACKER ROD IF REO'D. PLANK JOINT DETAIL St SCALE 1"=1'-0" TYP WALL REINF ADD #5 DiAG. AS SHOWN FOR EACH GROUP VERTICAL BARS C OPENING ADD ONE VERTICAL BAR FU HEIGHT EA. SIDE OPENING. WALL REINF. @ PIPE PENETRATION S1 SCALE N/A ROUND SOLID . LOCKING LiD C.I.P. SLAB SECTION 0 MANHOLE SEE 5IS1 FOR REINF. 0012"o/c HORZ. 6 - VERT. ON BACK FACE OF WALL. DOWELS TO t. FOOTINGS ARE NOT A REQUIRED AT THESE VERT. BARS �12" - #5 X 3011 TO MATCH HORZ. #5 x24"x24" ^. CORNER BARS TO MATCH HORZ WALL REINF TYP u 3' W ' fS x #5 44144" CORNER BARS TO MATCH HORZ WALL REINF TYP #5012"o/c HORZ. h VERT. ON < BACK FACE OF WALL. DOWELS TO FOOTINGS ARE NOT REQUIRED AT THESE VERT. BARS KNEEWALL #5 X ___1 12" 0 12"o/c 30" ALT. HOOK ALT. HOOK �Ap 3 41 P SECTION @ MANHOLE � TYP WALL CORNER REINFORCING �� -- SCALE 3/4 =1-0 DOWELZ AT Mia /��I�%�ONOMe, (CI PP,P��ri 1.p70 ICVA; �aW��It0,SEE 3181 LID REINF @ MANHOLE SCALE 3/411=1'-011 UTILITY VAULT CO. ACCESS .ANK HATCH 0 VAO' OPENING PLACED SEE CIViL DWGS FOR EPTH OF SPECIFICATIONS. HICK CAST P HA LA 811 THICK CURB #5012"o/c VERT S HORZ w/ 245 CONT HORZ BARS 0" QB AS THE TOP OF THE WALL 15146 T 6 B 0 24" WIDE BM #405 b/c. 2'-0" 6 CURB DETAIL 51x10" HATCH S1 SCALE i"=11-011 1'-0" L 17 PLANKS 0 4'-0" = 681.0" 1'-011 2 S2 - - ❑ ❑ - ❑ ❑ ❑ ❑ - ❑ - 0 - ❑ ❑ 13 I❑ ❑ - ❑ a - - - ❑ ❑ ---- --•----- tl ❑ ❑ ❑ ----- ❑ ❑ ❑ ❑ -- ❑ ❑ - - a ❑ - ❑ ❑ 0 1❑ 7 I I 1 ITOV=402.00 TYP THROUGH 52 OUT VAULT. 6 9 9 0 r 7 ( I Si 6 52 2 ❑ ❑ 10 10 ❑ 0 o ;o i + 9f ❑ a 1 1 ❑ ❑: 1 d o ❑ ❑ �❑ ❑ ❑ ❑ ❑ n i❑ ❑ ❑ ❑ ❑ ❑ 10 0 ----------------- 0 0 ❑ 91 5 7 S1 2 S1 10 52 10'-0" VAULT LID PLAN 21 B' 24' SCALE 1/8" = P-011 0' 4' t6 " 68'-011 41.011 4'-0" 6' 0 TYP 4 t2 2 S2 12 St o J7 15-- 2B IBOV=388.67 ` 2 IBOV=388,67 2A ' i it 5'-0" 5 Il 5'-0" -- 9 ---------------- ----- -------------------- 52 _ ----------------------- l — --------- --- IBOV=388.67 N N S2 IBOV=388,67---- 52 6 I 2B t5 —------- —' --- i -------g -- -- t4 2C [ --- a L 2C 4 13 Ix y. ff 0 22TT TYP 0 PERIMETER OF THE S2 5 52 10'-0" VAULT 6 0 INTERIOR 2'•0" 8'-p" tT ttP BAFFLE WALL U V VAULT FOUNDATION PLAN z' 6' 24' SCALE i/81, = 1'-01, 0' 4' 16' A '7ILITY VAULT CO, ACCESS ATCH 0 5'x10' OPENING EE CIVIL DWGS FOR PECIFICATIONS. 811 THICK CURB #5012"o/c HORZ w/ 245 CONT HORZ BARS 0 THE TOP OF THE WALL HATCHED ZONE REPRESENTS 12-1/211 THICK CLOSURE POUR AT PERIMETER OF THE VAULT EXTEND VERT. REINF INTO CURB AS SHOWN. (7 CURB DETAIL 51x10" HATCH St SCALE i"=11-011 EXTEND VERTICAL WALL REINF INTO CURB UTILITY VAULT CO. ACCESS HATCH 0 51xlO' OPENING SEE CIVIL DWGS FOR SPECIFICATIONS. 811 THICK CURB #5012"o/c HORZ w/ 245 CONT HORZ BARS 0 THE TOP OF THE WALL HATCHED ZONE REPRESENTS 12-11211 THICK CLOSURE POUR AT PERIMETER OF THE VAULT KNEE WALL SEE 6/62 n CURB DETAIL 51011 HATCH St SCALE 161'-0" PLAN KEYNOTES,-O I 1. 4" THICK CONCRETE SLAB ON GRADE REINF $ a WITH 6x6-W2.9xW2.9 WWF. PLACE ALL REINF AT MID -DEPTH OF THE SLAB, CAST GRADE SLAB IN A SINGLE POUR. a 2. 12" THICK CONCRETE WALLS TYPICAL AT THE 04 PERIMETER OF THE VAULT. SEE WALL 3 SECTIONS ON 62 FOR REINFORCING. PROVIDE v ADDED REINF AT PIPE PENETRATIONS AS SHOWN IN 2/51, PROVIDE REINF. 0 ALL WALL CORNERS AS SHOWN IN 4151. 2A. 8" THICK CONCRETE BAFFLE WALL. SEE 5/S2 FOR REINFORCING. PROVIDE REINF. G ALL WALL CORNERS AS SHOWN IN 4/61. a 2B. 8" THICK CONCRETE KNEE WALL 0 ACCESS HATCH . SEE 3/62 FOR REINFORCING. a c 2C. 811 THICK CONCRETE KNEE WALL 0 55d0' OPENING . SEE 6/S2 FOR REINFORCING, PROVIDE REINF. 0 ALL WALL CORNERS AS Q ^ SHOWN IN 4/S1. 3, THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB. SEE WALL a SECTIONS ON S2 FOR DIMENSIONS AND 40 w ^ REINFORCING. w 4. ACCESS HATCH ABOVE. c 5. PiPE INLET OR OUTLET TO VAULT. SEE CIVIL Y " DWGS FOR PIPE DIAMETER, INVERT f ELEVATION 6 LOCATION. SEE 2/51 FOR WALL �p . I REINF 0 PENETRATION. :9 6. 12-112" THICK PRECAST HOLLOW CORE PLANK, SEE DESIGN CRITERIA NOTES ON SHEET 53 D v FOR PLANK LOADING REQUIRMENTS. B ^ iE 7. 24" DIAMETER OPENING TO ACCEPT 241 DIAMETER RISERS, LADDER, RING AND LOCKING MANHOLE COVER PER CIVIL 3' DRAWINGS TYP 2 PLACES, SEE 5/S1 FOR LID lobo AR REINFORCING 0 OPENINGS. 8. POUR SLOTS IN TOP OF PLANK. MANUFACTURER TO PROVIDE A MINIMUM OF 2 SLOTS 0 EACH END OF EA. PLANK. PLANK a 2o7aa MANUFACTURER MAY REQUIRE GROUTING OF isrs ADDITIONAL CELLS BEYOND THE MINIMUM OFfoxal FSY� 2. THE GENERAL CONTRACTOR SHALL exvlRe9 9/12/2006 INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS BID, 9, PROVIDE BLOCKOUTS IN THE EDGE CELL OF cm THE PLANK PARALLEL TO THE PERIMETER VAULT WALLS. LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON THIS PLAN. Z 10. V-01140'+O" OPENING w/ UTILITY VAULT CO. HATCH, SEE CIVIL DWGS FOR SPECIFICATIONS. ® d SEE 6, 7 S 8/62 FOR CURB DETAILS 0 OPENING. ca if: 51-0" WIDE x 8'-0" TALL OPENING WITHIN BAFFLE WALL. BEE 7/62, 12. "FLO CONTROL" 4110 IPS SWING CHECK VALVE. 0 (4 PLACESI TIE VALVE TO 4" 0 PTO DRAIN. 0 BASE OF WALL. SEE WALL SECTIONS ON S2. uj CC UJ i5, 8'-011 WIDE x 8'-011 TALL OPNG WITHIN KNEE P WALL AT 5140' OPENING. SEE 6/62. LL 14. 3'-611 SO. x 1'-3" THICK FOOTING CENTER ON Cc KNEE WALL LEG. REINF: wl (4)-#5 BOT. EA. W WAY. 5: Lu}, 15, EXTEND PERIMETER WALL FTG OUTWARD, 8" MINIMUM PAST EDGE OF KNEEWALL, cc LEGEND Lu IBOV INSIDE BOTTOM OF VAULT (TOP OF GRADE SLAB) ITOV INSIDE TOP OF VAULT LID (TOP OF CONCRETE WALLS) PERMIT SET CIP CONCRETE WALL. —_— CONCRETE SPREAD FOOTING. arrrrrr CIP CONCRETE EDGE POUR OR ACCESS HATCH INFILL 9L CONCRETE CURB EXTENDING ABOVE THE TOP OF THE PLANK. SEE 6, 7 b 8/$1 0 E — — DIRECTION OF DOWNWARD SLOPE. SWING CHECK VALVE LL. SHtt 1 OF 3 R-439017 Q_ TYP WALL SECTION S2 SCALE WALL SECTION WALLSCALE SECTION @ 24'0 ACCESS HATCH WALL 2SECTIONS @ 51xi0' OPENING SCALE 11 , (� BAFFLE WALL SECTION 52 SCALE 1/2`61'-0" DETAIL KEYNOTES 1. PROVIDE A BENTONITE CLAY OR HYDROPHILIC WATERSTOP ( VOLCLAY "WATERSTOP-RX" OR "AKWASTOP"AT ALL PERIMETER WALLS OF THE VAULT. INSTALL WATERSTOP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2, 12-1l2" THICK PRECAST PRESTRESSED HOLLOW CORE PLANK. 3, FINISHED GRADE. ELEVATION VARIES, SEE DESIGN CRITERIA ON 53 FOR APPROXIMATE SOIL DEPTHS OVER THE VAULT LID IN ADDITION TO THE CIVIL DWGS FOR FINAL GRADE ELEVATIONS. 4. 4110 PERFORATED PVC DRAIN WRAPPED IN 12" MINIMUM DRAIN ROCK BEDDING & FILTER FABRIC. TYP AT THE PERIMETER OF THE VAULT. TIE PVC DRAIN TO THE 4" DIAMETER THRU WALL CHECK VALVES. 4A. 414 PERFORATED PVC FOOTING DRAIN WRAPPED IN 12"x12" MINIMUM DRAIN ROCK BEDDING & FILTER FABRIC. ROUTE DRAIN TO DISCHARGE POINT AS SHOWN ON THE CIVIL DWGS. IE - 394.20 5. APPLY PREFABRICATED DRAINAGE PANEL (MIRADRAIN 6000 OR EQUIVALENT) TO ALL PERIMETER VAULT WALLS RECEIVING BACKFILL. EXTEND DRAINAGE PANEL OVER THE FULL HEIGHT OF THE WALL. A 12" THICK LAYER OF FREE -DRAINING GRANULAR FILL MAY BE USED IN LIEU OF THE DRAINAGE PANEL. 6. PLANK TO BEAR 3" +1/4" ONTO THE TOP OF THE CONC. WALL. INSTALL NEOPRENE BEARING PAD AS DETAILED ON THE PREAST PLANK PLACEMENT DRAWINGS. 8. CAST IN PLACE LID SECTION 0 MANHOLE ACCESS HATCH. SEE 3/S1 FOR REINFORCING. 10, SEE 6, 7 & 8/51 & 6/S2 FOR CURB REINFORCING. 11, UTILITY VAULT CO. HINGED ACCESS HATCH. SEE CIVIL DRAWINGS FOR SPECIFICATIONS. 12. "FLO CONTROL" 44 IPS SWING CHECK VALVE. PART NO. 1520-40. GROUT INTO 8" 6 THRU WALL SLEEVE. TIE VALVE TO 4" 0 PERF PIPE 0 THE PERIMETER OF THE ✓ VAULT. BACKWATER VALVES ARE NOT ACCEPTABLE. 15. T-0" LONG x 8" THICK CONC. LEG BEYOND. SEE 6/S2 REINFORCING KEYNOTES lf,D1 101. 12" THICK CONCRETE WALL, TYPICAL 0 PERIMETER OF THE VAULT. REINF. w/ #5 0 12"o/c HORZ & 16 0 12"olc. VERT. PLACE VERT REINF NEAR THE INSIDE FACE OF THE WALL. LAP ALL HORZ. BARS 2411MIN 0 SPLICE LOCATIONS. PROVIDE 1245 CONT. HORZ. BARS 0 THE TOP OF THE WALL. 102, 81' THICK CONCRETE WALL. REINF. w/ #5 0 121lc/o HORZ. & VERT. REINF 0 THE CENTER OF THE WALL LAP ALL HORZ. BARS 24" MIN 0 SPLICE LOCATION. PROVIDE (2145 CONT. HORZ. BARS 0 THE TOP OF THE WALL. 105. #5 FOOTING TO WALL DOWELS TO MATCH WALL VERTICAL REINFORCING SPACING, PROVIDE STD HOOK 0 END OF BAR CAST INTO FOOTING. ALTERNATE HOOK WHERE SHOWN IN THESE SECTIONS. PLACE ALL DOWELS 0 THE CENTER OF THE WALL. DOWELS SHALL BE EMBEDDED A MINIMUM OF 1214/-112" INTO THE FOOTING & SHALL EXTEND INTO THE WALL 30" MIN 104. #5x--4'l 0 24%/c PLACED SUCH THAT EA 48" WIDE PLANK RECEIVES 121 BARS, LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON THE PRECAST PLANK PLACEMENT DWGS. PROVIDE ADDITIONAL BARS 0 EA. PLANK IF REQ'D, AND SHOWN ON THE PRECAST PLANK SHOP DWGS. IDS, #6 0 1211o/c WALL TO FOOTING DOWELS. ALIGN w/ VERT. WALL REINF. PLACE AS SHOWN. PROVIDE STD HOOK 0 END OF BAR CAST INTO FOOTING. DOWELS SHALL BE EMBEDED A MINIMUM OF 12" ! }" INTO THE FOOTING & SHALL EXTEND INTO THE WALL THE LENGTH SHOWN IN THE WALL SECTIONS. 106, #6 0 1211o/c w/ STD HOOK 0 ONE END 107. #6 0 18"o/a BAR TO EXTEND 10-1/2" ABOVE TOP OF WALL. PLACE BAR 0 THE CENTER OF THE WALL. 108, (3)-#6. CONT. IN CLOSURE POUR. 109. #5 CONT. IN WITHIN EDGE VOID OF PLANK. 110. #5 HAIRPIN w/ 16" WIDTH & 18" LONG TAILS 0 EA. VOID KNOCKOUT. 111. #4 0 12"o/c. EXTEND 16" INTO THE GRADE SLAB BEYOND THE EDGE OF THE FOOTING, TYP. 112, #5 012"o/c HORZ PLACED 0 THE CENTER OF THE WALL. 113. ADD (31 #6xiOLO" HORZ. 0 31lo/c 0 TOP OF WALL ACROSS LENGTH OF 5'-O`xlO'-0" OPENING. 114. ADD 12145 VERT EA. JAMB OF OPENING. 115, (2)-05 x 4'-0" DIAGONAL BARS EA. CORNER. 116, (445 VERT. PLACE 0 CENTER OF THE WALL. 117. #5 LONG. AS SHOWN LAP 24" 0 ALL SPLICE LOCATIONS. . 118. (3)46 HORZ. HEADER REINF SPACED AS SHOWN. 119. (2)45 CONT 0 TOP OF WALL. 120, #5 0 1211o/c VERT. PLACED 0 THE CENTER OF THE WALL TO EXTEND INTO THE CURB ABOVE. rf 6 N W5 S20F 3 KNEEWALL ELEVATION @ 5'4' ACCESS OPENING SCALE 1/2"441. - — - REINF AT WALL OPNG @BAFFLE WALL 52 SCALE 1/2'14-011 R-AgQni R SPECIAL INSPECTION GENERAL CONSTRUCTION NOTES GENERAL: CODE: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN BUILDING DESIGN AND CONSTRUCTION SHALL CONFORM TO THE < ACCORDANCE WITH THE 2003 IBC AS ADOPTED BY KING COUNTY PROVISIONS OF THE 2003 BC AS ADOPTED BY KING COUNTY D.D,E.S., D.D.E.S. ON THE FOLLOWING ITEMS. WASHINGTON. a. CONCRETE STRENGTH AND PLACEMENT GENERAL DETAILS: b. REINFORCING BAR PLACEMENT TYPICAL OR GENERAL NOTES AND DETAILS ON THESE SHEETS SHALL y APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR CERTIFICATION 6 SUPERVISION: SHOWN OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR THE SPECIAL INSPECTOR SHALL BE SUPERVISED BY A REGISTERED NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR 1'++ PROFESSIONAL ENGINEER EMPLOYED BY THE FIRM PROVIDING THE CONDITIONS. a INSPECTION SERVICES. DISCREPANCIES: PERFORMANCE OF THE WORK: THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A WRITTEN THE SPECIAL INSPECTOR SHALL PERFORM THE FOLLOWING TASKS AS REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR A MINIMUM AND SHALL PERFORM ALL ADDITIONAL TASKS REQUIRED OMISSION IN THE DRAWINGS OR SPECIFICATIONS. BY THE 2003 IBC AND THE BUILDING OFFICIAL: SHORING 8 EXCAVATION: a. OBSERVE THE WORK FOR CONFORMANCE WITH THE IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN ® ^o APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATIONS. AND PROVIDE ADEQUATE SHORING, RESHORING AND BRACING OF THE WORK AS REQUIRED TO PROTECT LIFE. AND PROPERTY DURING THE b. FURNISH REPORTS TO THE BUILDING OFFICIAL, THE CONSTRUCTION OF THIS BUILDING. ENGINEER AND ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE O LLOW CORE PLANK BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR 1 CORRECTION, THEN, IF NOT CORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO.THE BUILDING OFFICIAL. SCOPE OF WORK: a SUBMIT A FINAL REPORT, SIGNED BY THE REGISTERED THE WORK INCLUDED 15 THE DESIGN, MANUFACTURE AND DELIVERY OF ENGINEER SUPERVISING THE INSPECTOR, STATING WHETHER PRECAST PRESTRESSED CONCRETE UNITS. DESIGN PLANK FOR THE i THE WORK REQUIRING SPECIAL INSPECTION WAS COMPLETED MOST CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE i IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DESIGN CRITERIA NOTE. ■( DOCUMENTS AND APPLICABLE WORKMANSHIP PROVISIONS OF $� THE 2003 IBC. THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND ■® PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED CO NCR ETE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR CONCRETE REQUIREMENTS: STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS. NO OTHER PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL LOCATION STRENGTH MAX WIC RATIO OF THE PLANK MANUFACTURER. VAULT WALLS 3000PSI ® 28 DAYS 0.60 FTGS 8 GRADE SLAB 3000PSI 0 28 DAYS 0.55 ALL HOLLOW CORE JOINTS SHALL BE GROUTED IN ACCORDANCE WITH q PLANK VOID FILL 3000PSI 0 28 DAYS 0.55 THE MANUFACTURER'S RECOMMENpATIONS, o y PLANK JOINT GROUT 3000PSt TO MEET PLANK MFGRIS RQMT'S AIR CONTENT: DEFERRED SUBMITTALS CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% */-IX ENTRAINED AIR, THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS MIX DESIGN: "DEFERRED SUBMITTALS" AS DEFINED IN THE 2003 IBC EXPiRE8 SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN c, PRECAST PRESTRESSED HOLLOW CORE PLANK CONFORMANCE WITH THE SPECIFICATIONS. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE MATERIAL REQUIREMENTS: OF A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF CEMENT: ASTM C150. ADMIXTURES: ACI $01. WASHINGTON WHO HAS CURRENT DESIGN EXPERIENCE IN THE TYPE OF AGGREGATES; ASTM C33. WATER: ASTM C94. WORK REVIEWED. PLACING REQUIREMENTS: THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL PLACING: THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL THE BUILDING OFFICIAL. POSITION TO AVOID SEGREGATION. THE FREE UNCONFINED FALL OF J THE CONCRETE SHALL NOT EXCEED 5 FEET, DESIGN CRITERIA ERIA .5 DEBRIS: REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. VERTICAL LOAD DESIGN: CONSOLIDATION: DESCRIPTION: LIVE LOAD: DEAD LOAD: CONSOLIDATE CONCRETE BY SUITABLE MEANS. THOROUGHLY WORK UNIFORM LIVE LOAD 250PSF A NA CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. TRUCK WHEEL LOADS -------- H625-44 * -------- CURING REQUIREMENTS: SOIL COVER SEE DIAGRAM BELOW CURING: 1,0' 2.0' CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD OF TIME AFTER PLACEMENT, �' T 1 WEATHER CONDITIONS: ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLD WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS, 10' 2.5' t• REINFORCING BAR UNIFORM LIVE LOAD AND TRUCK LIVE LOAD NEED NOT BE APPLIED CONCURRENTLY, MATERIAL REQUIREMENT: SEISMIC DESIGN: REINFORCING BARS: SEISMIC USE GROUP "I" le - 1.0 USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT STRUCTURE LOCATION; ZIP CODE 98058 AS NOTED ON THE DRAWINGS. SITE CLASS - C WELDED WIRE FABRIC: DESIGN SPECTRAL RESPONSE ACCELERATIONS SMOOTH FABRIC SHALL CONFORM TO ASTM A185. Sda - 0,866 Shc = 0.401 FABRICATION AND PLACING REQUIREMENTS: SEISMIC DESIGN. CATEGORY = D BENDING: BASIC SEISMIC FORCE RESISTING SYSTEM BARS SHALL BE BENT COLD, BARS PARTIALLY EMBEDDED IN BEARING WALL SYSTEMS CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN ORDINARY REINFORCED CONCRETE SHEAR WALLS OTHERWISE OR AUTHORIZED BY THE ENGINEER.. RESPONSE MODIFICATION COEFFICIENT "R" = 4.5 PLACING: REDUNDANCE COEFFICIENT p - 1.0 REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT STRUCTURE DEAD LOAD "W" - 825k DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF SEISMIC HORIZONTAL LOAD EFFECT CONCRETE, MAXIMUM SPACING OF SUPPORTS SHALL BE 3'-611. E-1,00.210.8601/4.5 = 0.23W = 0.23(825k) = 190k CONCRETE COVER: WIND LOAD DESIGN: MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, WIND LOADING ON BELOW GRADE VAULTS IS NOT APPLICABLE UNLESS NOTED OTHERWISE: FOUNDATION DESIGN: CONCRETE CAST AGAINST EARTH 3" FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES DERIVED CONCRETE CAST AGAINST FORMS AND FROM THE GEOTECHNICAL ADDENDUM BY KRAZAN 6 ASSOCIATES, INC. EXPOSED TO EARTH 2" DATED 2/10/2005: WELDING: ALLOWABLE BEARING PRESSURE: 4,000 PSF DO NOT WELD REINFORCING BARS. LATERAL EARTH PRESSURES ON THE VAULT; WET SETTINGS: AT REST: 55 PCF EFW IDRAINED LEVEL BACKFILL) REINFORCEMENT ANCHOR BOLTS, OR ANY EMBEDDED ITEM WITHIN THE SEISMIC COMPONENT: E - 14H (AT REST CONDITION( CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE FORMS, PASSIVE SOIL RESISTANCE: 280 PCF EFW (F.5. - 1.5) COEFFFICIENT OF BASE FRICTION 0.54 (F.S. = 1.51 LAP SPLICES: PROVIDE LAP LENGTHS AS SHOWN ON THESE DRAWINGS. SATURATED SOIL DENSITY 125 PCF . r,1 r r ,r i 1 � S30F 3 R-439019