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HomeMy WebLinkAboutLarge FormatPAR - SCALE 1" = 7 OVERALL SITE PLAN L SCALE 1 " = 100' S W S N E 0 100' 200' HA N HIGH SCHOOL 140th AVENUE S.E. PORTABLE CLASSROOMS 2004 (E) BUILDING TYP DVE (E) ASPHALT -MENT SIDEWALKS YARD NS — (E) STORM SEWER DVE (E) SHED CONCRETE 3 C.ONCRETE WALKS �.i" - 20 SETBACK — VICINITY MAP N TS 114 W E S 138th AVENUE S.E. (DUVALL AVE. S.E.) 20' SETBACK I C) cY� -Q Q- m m } \; W i0 N 1N I f I i i 0 !1 •1 -- / ---, • PROJECT DATA SITE ADDRESS HAZEN HIGH SCHOOL 1101 HOQUTAM AVENUE RENTON, WA 98059 LEGAL DESCRIPTION SEE ATTACHED. PARCEL NUMBERS 1023059057 1023059277 1023059072 1023059278 1023059084 1023059292 1023059201 5169700073 SCOPE OF WORK INSTALL (3) PORTABLE CLASSROOMS, RAMPS, SIDEWALKS & RELATED SITE & ELECTRICAL IMPROVEMENTS SITE AREA: 1,463,570 SF (E) IMPERVIOUS SURFACE AREA: 595,811 SF IMPERVIOUS SURFACE AREA ADDED: 3270 SF PORTABLES 2688 SF RAMPS 432 SF WALKS 150 SF IMPERVIOUS SURFACE AREA REMOVED: 649 SF TOTAL PROPOSED IMPERVIOUS: 598,432 SF SURFACE AREA PARKING STALLS 375 EXISTING SCHOOL DATA AREA: 279,781 SF CONSTRUCTION TYPE: 5N USE: E / A2.1 PORTABLE DATA AREA: (3) EA x 896 SF = 2688 SF TYPICAL PORTABLE DATA AREA: 896 SF MAX. HEIGHT: 15 FT MAX. CONSTRUCTION TYPE: V—N USE: E FIRE ALARM NO FIRE SPRINKLER NO CONTACTS _; RENTON SCHOOL DISTRICT NO. 403 1220 NORTH 4TH STREET RENTON, WA. 98055 CONTACT: BOB BROWN TELEPHONE: (425) 204-4400 ARCHITECT GREENE—GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063-4158 CONTACT: CALVIN GASAWAY TELEPHONE: (253) 941-4937 FAX: (253) 941-5122 ABBREVIATIONS (E) EXISTING FH FIRE HYDRANT P PORTABLE DEVELOPMENT PLN' N;, , CITY OF RENT6N MAR 0 3 2004 RECEIVED G1 GENERAL INFORMATION, SITE PLANS Al FLOOR PLAN / NOTES A2 SECTION / NOTES A3 ELEVATIONS A4 DETAILS A5 RAMP PLAN / DETAILS M-1 MECHANICAL PLAN E-1 ELECTRICAL PLAN S1 A FOUNDATION PLAN/DETAILS/CALCULATIONS 6293 CALVIN / IER/CLD GASAWAY STATIE OF WASHI GTON CQ cQ U �I �� M � co Z 0 acoLo O E�" Q�w O LL-�,°' �LoLo Lo - z z Q Woz Q J �x n oa W H Z W W F-- c5 (n O O CIO 12 J O o� V) OL0 U Q o V) J z z U C) _U U W = m J o Z Q U W N ft� z QO z = CL L DATE: JAN 12, 2004 REVISIONS: SHEET Gl ' 34 OF VICINITY MAP N TS U Q m E- w cn Ln 0 0 20' SETBACK 5' SETBACK OVERALL SITE PLAN SCALE 1 " = 100' (E) FH w S N E HA N HIGH SCHOOL w cn w Q 0 z N r-� 138th AVENUE S.E. (DUVALL AVE. S E.) 20' SETBACK HOQUTAM AVENUE 0 100' 200' (E) FH PORTABLE CLASSROOMS 2005 T e�vo NE SENSE PROJECT SITE s O 0-) orrriirrirrr Y U N 00 00 F Q 0 = w z w > Q SE 116TH ST N W E S PROJECT DATA SITE ADDRESS HAZEN HIGH SCHOOL 1101 HOQUTAM AVENUE RENTON, WA 98059 LEGAL DESCRIPTION SEE ATTACHED. PARCEL NUMBER 1023059057 1023059201 5169700073 1023059072 1023059277 1023059084 1023059278 SCOPE OF WORK INSTALL (2) PORTABLE CLASSROOMS, RAMPS, SIDEWALKS & RELATED SITE & ELECTRICAL IMPROVEMENTS SITE DATA SITE AREA 1,463,570 SF (E) IMPERVIOUS SURFACE AREA 595,811 SF INCREASE OF IMPERVIOUS AREA PORTABLES 3,584 SF RAMPS/STAIRS/LANDINGS 420 SF WALKS 1,386 SF DRIVEWAYS 0 SF TOTAL 5,390 SF DECREASE IN IMPERVIOUS AREA 1,343 SF NET INCREASE IN IMPERVIOUS AREA 4,047 SF EXISTING SCHOOL DATA AREA CONSTRUCTION TYPE USE FIRE ALARM FIRE SPRINKLER PORTABLE DATA - INDIVIDUAL DOUBLE AREA CONSTRUCTION TYPE HEIGHT USE PORTABLE DATA — _ COMBINED AREA ALLOWABLE AREA CONSTRUCTION TYPE HEIGHT USE FIRE ALARM FIRE SPRINKLER VALUATION SITE WORK PORTABLE (FOUNDATIONS, RAMPS, STAIRS) ELECTRICAL TOTAL 296,217 SF 1B E YES YES 1792 SF 5B 15 FT E 3584 SF TB D 5B 15 FT E YES NO 75,000 50,000 100,000 $225, 000 CONTACTS OWNER RENTON SCHOOL DISTRICT NO. 403 1220 NORTH 4TH STREET RENTON, WA. 98055 ARCHITECT GREENE-GASAWAY ARCHITECTS PO BOX 4158 FEDERAL WAY, WA 98063-4158 CONTACT: CALVIN GASAWAY TELEPHONE: (253) 941-4937 FAX: (253) 941-5122 CIVIL ESM CONSULTING ENGINEERS, LLC 720 SOUTH 348TH STREET FEDERAL WAY, WA 98003 CONTACT: MIKE BOWEN TELEPHONE: (253) 838-6113 FAX: (253) 838-7104 MECHANICAL f ELECTRICAL HULTZ / BHU 2407 N 31 st St., Suite 200 TACOMA, WA 98407 CONTACT: SERI HAMM TELEPHONE: (253) 383-3257 FAX: (253) 383-3283 ABBREVIATIONS ACP ASPHALT CONCRETE PAVEMENT BLT BUILT CONC CONCRETE DN DOWN (E) EXISTING FH FIRE HYDRANT FT FEET LT LIGHT P PORTABLE R RADIUS SD STORM DRAIN SF SQUARE FEET T THICK W/ WI TH WWF WELDED WIRE FABRIC INDEX SITE DEVELOPMENT PLANS A1.0 GENERAL INFORMATION, SITE PLANS A1.1 ENLARGED SITE PLAN A1.2 ENLARGED SITE DEMOLITION PLAN PORTABLE PLANS Al FLOOR PLAN / NOTES A2 SECTION / NOTES A3 ELEVATIONS A4 DETAILS A5 RAMP PLAN / DETAILS M-1 MECHANICAL PLAN E-1 ELECTRICAL PLAN S1 A FOUNDATION PLAN/DETAILS/CALCULATIONS g r OF fiEN7ur' RECEIVED JUL 2 1 200! SU►LDINGDIVIsio K LoLo � co � co Z 0 a:m� 0 Q x� ��11 �Q~ 0 L- d rn z (� ��� CQ —1 Q Woz Q -j ��x af n oa a� LLJ Z LiJ LLJ o (n Lo 0 0 N 07 0 0 0il:� _ M 't U (n Q o z =U ._J U C� V) LU o T— _L _I J m o zQ LLJ I— V) N Of z. Q 0 �- z _ L DATE: JUNE 15, 2005 REVISIONS: SHEET Al 0 ■ OF .SA GENERAL NOTES W Ro 1. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING SCOPE OF PATCHING AND RESTORATION WORK REQUIRED FOR COMPLETION OF ALL WORK ALL PATCHING SHALL MATCH E CONDITIONS UNO 2. ALL UNDERGROUND UTILITIES ARE NOT SHOWN. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. CONTACT THE UNDERGROUND LOCATION SERVICE @ 1-800-424-5555 LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK ENLARGED SITE PLAN ISN 71 SCALE 1 " = 10' 0 10' 20' E 3. PERFORM ALL WORK EXCAVATION, BACKFILL, COMPACTION, & RESTORATION REQUIRED TO COMPLETE WORK. 4. FILL DEPRESSIONS LEFT BY REMOVAL OF STUMPS, DEBRIS, EXCAVATIONS & ALL REMOVED IMPROVEMENTS 5. RESTORE ALL GRASS DAMAGED BY WORK WITH SOD GRASS. IRRIGATION LINES ACCESSORIES & APPURTENANCES DAMAGED BY WORK 6. 5. RESTORE ALL GRASS DAMAGED BY WORK WITH SOD GRASS, 7. ALL WALKS SHALL COMPLY WITH THE FOLLOWING A. CROSS SLOPE SHALL NOT EXCEED 1:50 B. LANDING CROSS SLOPE & SLOPE IN DIRECTION OF RUN SHALL NOT EXCEED 1:50 C. WALKS & LANDINGS SHALL SLOPE AWAY FROM BUILDING BUBBLE NOTES 1.1 PORTABLE CLASSROOM 2.1 SOD LAWN G CONCRETE SIDEWALK 6.1 RAMP (NIC), SEE X.XX LANDING (NIC), SEE X.XX 6.3 STAIR (NIC), SEE X.XX 6.4 HANDRAILS (NIC), SEE X.XX CITyOFRENTOh RECEIVED JUL 21 20G- BlJ/tDING DIVISIpt,; 6293 REG D AR I CALVIN JER LID G WAY STA OF WA HI GTON �Lo Lo � co .4 O CYJ amp Z Q c> x n U 6cLo Lo 0 z�" W woz �pao x oa Q w F LL Z W Ln 0 0 N V) 10 00 0 D:f _V) NO ot U (n (/) Q o z = J U �- C� N — W o = J m oo Z < U W F N rY o Q 0 z = CL o DATE: JUNE 15, 2005 REVISIONS: SHEET Al al OF SA q)q SffE PLAN APPROVAL SUBMITTAL 9/24/99 LEGEND TOTAL SQUARE FOOTAGE OF SITE BUILDING/ FLOOR SQUARE FOOT,AGES EXISTING NORTHWEST BUILDING EXISTING MAIN BUILDING— FIRST FLOOR PROPOSED MAIN BUILDING— FIRST FLOOR EXISTING MAIN BUILDING--- SECOND FLOOR AUDITORIUM RENOVATION— FIRST FLOOR AUDITORIUM RENOVATION— SECOND FLOOR AUDITORIUM RENOVATION— TOTAL TOTAL SQUARE FOOTAGE OF ALL FOOTPRINTS ALLOWABLE BUILDING LOT COVERAGE ACTUAL LOT COVERAGE TOTAL IMPERVIOUS SURFACES EXISTING TO REMAIN PROPOSED IMPERVIOUS SURFACE LANDSCAPE SQUARE FOOTAGE OF EXISTING LANDSCAPING PROPOSED INTERIOR PARKING LOT LANDSCAPING PROPOSED PLAZA LANDSCAPING TOTAL SQUARE FOOTAGE— PROPOSED LANDSC/%,PING ALLOWABLE BUILDING HEIGHT PROPOSED BUILDING HEIGHT BUILDING SETBACKS REQUIRED BY CODE SQUARE FOOTAGE OF WETLANDS SQUARE FOOTAGE OF SLOPES GREATER THAN 40% PARKING ANALYSIS STALLS REQUIRED BY CODE EXISTING PARKING STALLS— FULL EXISTING STALLS— AGP. ACCESSIBLE FULL PARKING STALLS- EXISTING AND PROPOSED ADA ACCESSIBLE STALL— EXISITNG AND PROPOSED COMPACT STALLS— EXISTING AND PROPOSED TOTAL NUP,AER STALLS- EXISTING AND PROPOSED 40' BUS PARKING STACKING SPACES FOR DRIVE —UP WINDOWS 20 0 20 40 SCALE /N FEET 11478,617 S.F./ 33.9 ACRES 241734 S.F. 1557329 S.F. 9,412 S.F. 68,977 S.F. 19,500 S.F. 1.°29 S.F. 217328 S.F. 208,975 S.F. 3 5 % 14% 595,811 S.F. 5587806 S.F. 373005 S.F. 361100 S.F. 241465 S.F. 1 7,975 S.F. 421440 S.F. 30' -0" OR z2 STORIES (ZONE RS) 1 38 — o" 20-0,. N/A N/A zip 16 3?5 to N/A rAmmv 0-1 STATE OF WASHINGTO PI'STERIE,(DITECT 70 24L' CHARLES A. WARSINSKE CERTIFICATE NO. 423 Z o a -� W Q H Fn E o •� � o � Q cu �a amn c: *.a m cn c: () o cu cn > *,a o 41) a c: 0 4) 0i E X w � �` > o �+ h �V E C1 �cr', to m V CD c wo 0� r NC= co cu c __j 2 Von, TSB SUSAN BLAC) '' ASSOCIATE Zoe sm Smaw, AMER SIATTLA WA 931 M0 i3-7090 Fax P" 2f t• S A - r--/� _- 7— SITE PLAN APPROVAL `>'JBM1TT,=1L 9/24//99 20 0 20 40 SCALE /N rEEf STATE OF WASHINOTON REGISTERED LANDSCAPrL AR HITEC7 U I�i�L CHARLES A. WARSINSKE CERTIFICATE NO. 423 �A '; 44 col Q C m C O ca 0 c 0 0 cn L 2 C N N fp 2 C 0 O 0 r SUSAN BLACK & ASSQCIATES M AM 51Stm 104 SIATTILX WA 98109 (2" 3:3-7W* P#s Q" 221-jWM _n �It �-- % `.7 -/ �? -f- SFE PLAN APPROVAL. SUBM�TTAL 9/24/99 20 0 ?0 40 SCALE /N FEET STATE OF WASHINGTON REGISTERED DSC P R I7Ei- CHARLES A. WARSINS'' CERTIFICATE NO. 42- rok EEO E D Z = 0 J � W Cn � .� CCS z c 00 U) *.a CU ." ® � g c c 4� a) E > O O O or �. C) C E co i .c O c CL CU V C/) C Z3 Cv o N C CU O C ,; M SusAN BLAo AsSOCIAT WO ROY =Wr, sM $EA??LE, WA 99 r,", 2534090 FIz (206) 28 M M N �--)I \ - / [ 00 rn rn k12 • Sr j r_ ,c3 a � Dews fr' W L PLAZA W > _ s J w£ Ay r rn t Asir. Q - Cn .� W > AJ X �a 1 lb 1 M to 1■ to■C■Lj —' . . > Y�. t 77`�7 �fiH Vicinity Map NORTH SCALE: 1"=200' 49C9 0 a a Q z� a� Wm cl)U) 0 0 : V U) co c: v cu . (oil MIN. 1'-ro" MIl )TE: :) NOT PLANT IN WET CONDITIONS ZOvIDE DRAINAGE FROM EACH PLANTING T IF NECESSARY RUI55ER CHAIN LOCK TREE TIE DIAMETER LODGE POLE PINE STAKE MIN, MULCH SOT CROWN AT TOP = MOUND 0 " ABOVE IR ROUNDING GRADE BERM 1T ANI;> REMOVE BURLAP -ANTING SOIL i 'RTILiZER <ISTIN6 SUBGRADE CONIFEROUS TWEE DETAIL NOT TO SCALE CUB' AND REMOVE BURLAP PLANTER (TYP) FINISH GRADE VARIES 6" MIN, NOTE: DO NOT PLANT IN LUST CONDITIONS PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY MULCH D GRADE RED PLANTING MIX EXISTING SU5GRADE SHRU5 i"LANTING (DETAIL NOT TO SCALE CONCRETE SEAT WALL LIGHT SANDBLAST FINISH ALL EXPOSED SURFACES �. IS" O,C, EW CONCRETE 5E47l,UALL NOT TO SCALE AUDITORIUM WALL PLAZA &ECTION NOTE: DO NOT PLANT IN WET CONDITIONS PROVIDE DRAINAGE FROM EACH PLANTING PIT IF NECESSARY " CHAIN LOCK RUBBER TREE TIP 2" DIAMETER LODGEPOLE PINE ww X TREE STAKES q 2" MIN, MULCH p ROOT CROWN AT TOP O OF MOUND 6" ABOVE z SURROUNDING= GRADE (1011 FINISH GRADE III MIN. PLANTING SOIL AND ,c" MIN. :II FERTILIZER MIN. E%<15TINCa SUl3GRADE DECIDUOUS TREE DE741L NOT TO SCALE CONCRETE STEPS W/ 1/21, RADIUS NOSING CONCRETE PAVINGI 1 e011 43 NOSING BAR I.. REBAR, 24" OC MIN 3" CLEARANCE Imo!! (=�'I I !�� � �.� CONCRETE PAVING --ri._..€ E...._..E tt € o_....: po o+�, •f'' actoL.goC'Onp Ua a.`aq.oa Ga000 '0e0 8c qa�ry�� ifl aG�o!::? I I11 =1(1 1Il: I11 III-=fEk I!1EW51lEflIILL! IFEI; =�IIIlil1!I ElI1EE MEEzIlIiii1114111 �-- CONCRETE STEF & NOT TO SCALE 4" (TYP) 1 COMPACTEC, 5U5GRA0E STEEL TROWEL, FINISH MEDIUM BROOM FINISH CONCRETE 4" DEPTH, 3.000 PSI STEEL TROWEL FINISH AT EDGES, EACH SIDE OF TOOLED SCORE JOINTS AND EACH SIDE OF EXPANSION JOINTS (TYP) FILL WITH POLYEURETHANE JOINT SEALER 4�o INSTALL 1/2" FELT EXPANSION JOINTS AND TOOLED SCOF2E JOINTS PER PLAN L_ AYOUT .411 TOOLED EDGE 6X6 - 6 GAUGE WU1 •, a 2"MIN COVER CONCRETE PAVING NOT TO SCALE -- PLAZA/ WALKWAY TO FRONT ENTRY BASE AGGREG4TE, COMPACT TO S54. COMPACTED 5UB6F2ADE PLANTER/ BIOSWALE WITH ROCK OUTCROPPING AND ORNAMENTAL GRASSES (TYP) FINISH GRADE ✓ARIES PLANT SCHEDULE: BOTANICAL NAME TRE'`!�) 0---- ACER CIRCINATUM 5ETUL A PAPYRIFERA PINUS CONTORTA POPULUS TREMULOIDES + S PS PRUNUS SERRULATA ' AMANOG AWA' [] RHUS TYPHINA SJ STYRAX JAPONICA Tp THUJA PL ICATA TSUGA HETEROPHYLLA Z ZELKOVA SERRATA 'GREEN vASE' + = EXISTING EVERGREEN TREE + EXISTING DECIDUOUS TREE SFE PLAN APPROVAL SUBMITTAL 9/24/99 COMMON NAME VINE MAPLE PAPER 5ARK 61RCH SHORE PINE QUAKING, ASPEN FLOWERING CHERRY SIZE 0o_$, 5,_6, I'x2 CAL. (V HT.) 2" CAL. (IO' HT.) STAGHORN SUMAC V/2" CAL. (S' HT.) JAPANESE SNOWBEL L 1'/2" CAL. (S' HT, ) WESTERN RED CEDAR &' -8' WESTERN HEMLOCK 61 -$' JAPANESE ZELKOVA 2'%" CAL. (12' HT.) 5�Ru8� ASTILBE CHINENSIS ASTILBE 4" POT CARER OBNUPTA SL0L*H SEDGE 4" POT CEANOTHUS 'JUL IA PHELPS' WILD LILAC 4" POT CORNUS STOLONIFERA 'KELSEYI' DLUAi2F RED OSIER DOGWOOC) 5 GAL- GAULTHERIA PROCUr-1BENS LJINTERCREEPER 4" POT GAULTHERIA SHALLON SALAL 2 GAL. HEL ICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL HEMMEROCALL IS SP. DAYL ILY 2 GAL. IMPERATA CYL INDRICA JAPANESE BLOOD GRASS I GAL JUNCUS EFFRUSH' USUS SOFT 4 POT MAHONIA AQUIFOLIUM TALL OREGON GRAPE 2 GAL. MAHONIA NERVOSA LONGLEAF MAHONIA I GAL MISCANTHUS S. 'GRACILLIMUS' MAIDEN GRASS I GAL PENNI6ETU'1 ALOPECUROIDES FOUNTAIN GRASS I GAL POLYSTICHUM MUNITUM SWORD FERN 1 GAL. RHODODENDRON SP, RHODODENC�RON 5 GAL, ROSA NUTKANA NOOTKA ROSE 2 GAL, ROSA RUGOSA RUGOSA ROSE 2 GAL. SYMPHORICARPOS ALBA SNOWBERRY 2 GAL, VIBURNUM DAVIDII DAVID vIBURNUM 2 GAL. TURF 6RAS$ SEEDING UNMOUIED GR465 SEEDING (MIX B) NOTE: ALL PLANTED SHRUB AND LALN AREAS TO BE IRRIGATED ALL MASS SHRUB AREAS TO RECEIVE 2" DEPTH MULCH 2' HEIGHT CONCRETE SEAT WALL LIGHT SANDBLAST FINISH ALL EXPOSED SURFACES SASE SIC) QTY. SPEC IFICAT IONS XX B4S, MULTI-TRUNKED XX BaB, SYMMETRICAL XX B:B, SYMMETRICAL, BUSHY TO BASE XX Bag, MATCHED SPECIMEN, SYMMETRICAL XX BtB, MATCHED SPECIMEN, SYMMETRICAL XX gag, MATCHED SPECIMEN, SYMMETRICAL XX gag, MATCHED SPECIMEN, SYMMETRICAL XX BaB, SYMMETRICAL, BUSHY TO BASE XX B=B, SYMMETRICAL, BUSHY TO BASE XX Bag, MATCHED SPECIMEN, SYMMETRICAL XX FULL AND SUSITY XX FULL AND PUSHY - 24" Q.C. XX FULL AND 51.16HY XX FUL L AND BUSHY XX FULL AND PUSHY - 2.4" O,C, XX FULL AND E31 56HY xs� FULL AND BUSHY FULL AND 15USITY - 3fo" O.C. XX FULL AND BUSHY XX FULL AND MSITY XX FULL AND MSITY - 34>" O.C. XX FULL AND BUSHY XX FULL AND BUSHY XX FULL AND BUSHY XX XX FULL AND eUSITY XX FULL AND MSITY XX FULL AND PUSHY - 39>" O.C. XX FULL AND BUSHY - 3& °' O.C. XX FULL AND BUSHY - 3,0" O.C. CONCRETE PAVING nomformem, S, MINES! bwmm STATE OF WASHINGTON REGISTERED � G, n�[,Sf^epF nRC �y;TF�T - CHARLES A. WARSINSKE CERTIFICATE NO, 423 C ts� Q •tipp Q) li ID m C) ac c NOT TO SCALE S�TE PLAN APPROVAL SUBM�TTAL 9/24/99 i %ad�ei\ �Q STATE OF WASHINGTON REGISTERED ND CAP AR�HITECT CHARLES A. WARSINSKE CERTIFICATE NO. 423 z Q J a �0J And ■ � 0 > coy 0mamomm 0 co U Q 0 0 SusANBIACK & AssoclATES m ROY SIRM, surm 104 SRAT A Y R, WA 991 09 (206) 2 F ( 281 1'b OITECT 51NSKE 1 423 E a 0 a� a� ol k'T F, s SUITE 104 9 8 1 0 i SffE PLAN APPROVAL SUBMFTAL 9/24/99 20 0 20 40 SCALE IN FEET r�n�na� STATE OF WASHINGTON REGISTERED DSC P R ITECT CHARDS A. WARSINSKE CERTIFICATE NO. 423 L�J ssoclATE 2M ROY SVM, %M 104 SEATTLI$ WA 98109 (2 2 7090 F 2814876 C o C W L 5/1 -9� - / �� 7- i Co III I I _ UI 6 i 0 I � O I EX. CATCH BASIN - O RIM EL=471.80' �[n j CATCH BASIN IE 6" CUP E=470.3' i RIM EL=472.43' lE 6" CUP W=470.3' I I I � IE 6" CUP SE=471.3' IE6"CUP E=471.3' CATCH BASIN RIM f-L=472.20' IE 4 , BCP E=470.8' \ 1E 4 ' BCP SW = 470. 9 1E 6" CUP W=470.7' M M EX. CATCH BASIN EX. CATCH BASIN RIM EL=472.70' IE 12" CONC N = 469.6' RIM EL=471.93' lE 12" CONC S=469.4' !E 12" CONC N=468.4' IE 6" CUP W=470.2' IE 12" CRP S=468.4' EX. CATCH BASIN EX. CATCH BASIN RIM EL=472.37' RIM EL=472.74' IE 12" CONC N=470.4' lE 12" CONC N=469.0' /E 12" CONC S=469.8' IE 12" CONC S=469.0' IE 6" CMP SW=469.6' DLR Group Architecture Engineering Design © 1999 II EX. CATCH BASIN I RIM EL=469.56' O IE 4" PVC SE=468.0' IE 4" METAL SW = 468.0' X - EX. STORM DRAIN MANHOLE RIM EL=470. 10 IE 8" NE CONC INACCESSIBLE IE 8" CONC SW=454.7' EX. SANITARY SEWER MANHOLE RIM EL=470.23' /E 8" RED CLAY E=459.8' IF 8" RED CLAY W=459.6' I EX. STORM DRAIN MANHOLE RIM EL=470.38' IE 10 " TYPE ? E = 459. I' IE 8" METAL SE=460.2' IE 10 " METAL W = 459.6' I) EX. CATCH BASIN RIM EL=469.74 /E 4" METAL CAPPED N=467.8' TOP 1E 4" PVC S=467.4' 3 EX. CATCH BASIN. RIM EL=47374' IE 6" PVC E=472.2' EX. CA TCH BASIN RIM EL=473.24' IE 6" PVC E=471.7' IE 6" PVC W=471.7' EX. CATCH BASIN RIM EL=469.77' IE 4" PVC N=467.6' CAPPED IF 6" PVC S=468.0' EX. CATCH BASIN R/M EL=471.68' IE 6" PVC N EL=469.0' IE 6" PVC E=469.0' IE 6" PVC S=469.0' IE 4" PVC E=469.1' CONNECT TO VERTICAL PIPE / EX. CATCH BASIN -� RIM EL=473.32' IF 6" PVC N=471.7' IE 6" PVC E=471.6' BASIN SANITARY EX. CATCH RIM EL=471.51 ' CLEAN OUT IE 6" PVC E=469.2' IE 6" PVC W=471.5' EX. CATCH BAS/N RIM EL=471.05' lE 4" BCP NE=469.4' IE 6" PVC E=469.6' 6" DETECTOR CH CK VALVE IN - CITY PP OVED VAULT 6" POST INDICATOR VALVE i TYPE 1 B RIM = 0. IE = 468.09 ❑ ❑ A TCH BASIN RIM EL=469.30' INACCESSIBLE HAZEN HIGH SCHOOL FINISHED FLOOR ELEVATION=472.0' EX. SANITARY SEWER MH RIM EL=471.17' TYPE 1 CB RIM = 470.5 IE = 468.56 AREA DRAIN 0 AREA DRAIN �S EM= 469.60 RIM = 468.86 IE = 466.06 AREA DRAIN \ RIM = IE = 466.00 466.42 42 AREA DRAIN AREA DRAIN j RIM = 471.14 RIM = 471.14 IE = 467.28 IE = 466.86 C I I I I AREA DRAIN RIM = 467.30 IE = 465.47 TYPE 1 CB RIM = 467.00 IE = 465.00 El El EX. CATCH BASIN RIM EL=467.02' IE 4" PVC N=466.0' IE 4" PVC E = 466. I' IE 4" PVC S =465, 9'/ TYPE 1 CB RIM = 467.00 IE = 465.50 TYPE 1 CB RIM = 467.50 IE = 464.48 TYPE 2 CB 48"0 RIM = 466.39 IE = 458.21 M M i-;!; -M M M M, M M M�M EX. CATCH BASIN EX. CATCH BAS/N ' J 6'x12 TAPPING EX CATCH BASIN 142nd AVENUE S.E. RIM EL=472.26' RIM EL=469.71 ' TEE W/ GATE VALVE RIM EL=470.50' EX. CATCH BASIN EX. CATCH BASIN IE 12" CONC N=470.4' IE 6" PVC NE=468.5' IE 18" CONC N=467.0' RIM EL=468.80' RIM EL=465.88' 1E 12" CONC S=470.4' IE 4" PVC SE=468.2' EX. CATCH BASIN IE 78" CONC S=467.2' IE 18'� CONC N 466. 1' IE 18" CONC N=461.2' IE 6" CMP NW=470.4' RIM EL=470.20 1E 18CONC S=466. I' IE 78" CONC S=462.7' EX. CATCH BASIN IE 18" CONC N =467.3 RIM EL=470.27' IF 6" CONC NW=468.35 IE6"PVC SW=468.4' lE 18" CONC S=467.5' lE 4" PVC W=469.5' UTILITY PLAN/DRAINAGE CONTROL PLAN 7 A p � a 1�< cI' �T)'' ? / SCALE: 1 "=40.0' 20 0 40 NORTH UTILITY PLAN/DRAINAGE CONTROL PLAN HAZEN HIGH SCHOOL RENOVATION AND AUDITORIUM ADDITION J / / TYPE 2 CB 48" 0 RIM = 463.29 IE = 458.21 TYPE 2 CB 48" 0 RIM = 465.00 IE = 458.21 El EX. STORM DRAIN MANHOLE INACCESSIBLE LYING UNDER EXTRUDED CURB TYPE 2 CB 48" 0 o CONTROL STRUCTURE RIM = 461.71 IE = 458.21 " - r1!-TrA/T//lA/- -. TYPE 1 CB RIM = 462.52 IE = 460.02 J M psi M M EX. CATCH BAS/N RIM EL = 457.72' IE 18" CONC N=454.7' lE 18" CONC S=455.0' lE 18" CONC W=454.6' EX. CATCH BASIN RIM EL=454.63' IE 6" CONC NE=454.63' SITE PLAN APPROVAL SUBMITAL C4.0 7399137-00 09-24-99 �NALti�� 7 LO N LO N Q) N 00 O� 3 N M 00 rn 0 K) 00 rn 0 r� rn 3 C14 0 C- U) 00 rn 0 T.C. EL.' _ T.O. WALL EL. = 130'-0" T.O. WALL EL. = 125'-8" 0. COLUMN EL. = 123'-2" TYP. 10 TYP. 9 O) I O rik FIN. FLOOR I-JEL. = 104'-0" jk FIN. FLOOR EL. = 100'-0" M I r 0 N uth _* o.. Elevation SCALE: /8" = !1'-0" $ TYP. S1 S2 S3 S4 TYP. D�Typ7S-:,-7 8 S5/ \S6/ \S7 T.O. WALL EL. = 138'-0" T.O. WALL NP EL. = 130'-0" T.O. WALL EL. = 125'-8" T.O. COLUMN EL. = 123'-2" YP. TYP 10 YP. TYP. 9 ®- FIN. FLOOR EL. = 104'-0" FIN. FLOOR - EL. = 100'-0" TYP. r17"*'Y- Typ. S6 S7 IN 2 North Elevation A5. I SCALE: 1/8" S8 ��9 S9 \S11 S1 Typ> I-� 2 / TYp. 8418-)TYP. ( 1 TYP® TYP. TYP. 1 4 11� � I 74 0 00I TYP. 24 Hazen High School presents the New Auditorium N114 - 19 1�p.LI L1 0 01 I _ O I 1 4A 4B 4C 4D C4E i 1 11 �P. 11 21 13 1 TYP. TYP. TYP. 2O East Elevation TYP. 5� SCALE: 1 /8" = 1'-0" East Elevation --Continued_( horn Portion) SCALE: /8', = -0" C N N L jI DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE D Door Types SCALE: 1/8" = 1'-0" SM ❑ 2 9 1/2,. 0 0 Relite Frames SCALE: 1/8" = 1'-0" O c0 N M EXIST. BUILD. TO R N. s u^ moo. 51m �6TYP. ma 111�� M-1= 11= it Elmo' m M so = .! =111MI FT S� SS S � S o 0 o SS SS S o S Storefront, Window, Louver Types SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1 '-0" 4 ) Trn. 3 ) TYP. ��Illl�l -11= ®� oil a EXTERIOR ELEVATION GENERAL NOTES: A). THE FOLLOWING EXTERIOR SURFACES OF BUILDING SCHEDULED TO REMAIN SHALL BE CLEANED AND SEALED: ENTIRE PERIMETER OF TH BOILER ROOM, ALL EAST -FACING FACADES OF BUILDING FROM GRIDLINE 2 TO GRIDLINE 9, THE CL SOUTH -FACING FACADE ALONG GRIDLINE 6, THE NORTH AND SOUTH FACING FACADES AT EXISTING CURTAIN WALL ENTRIES BETWEEN GRIDLINE 5 AND 9. EXTERIOR ELEVATION KEY NOTES 1. BRICK VENEER (LIGHT TAN)UJ 2. CORRUGATED METAL WALL PANELS (GREY -BROWN) 3. EXISTING CONCRETE WALL PANELS TO REMAIN 4. EXISTING BRICK VENEER TO REMAIN V37' 5. EXISTING CURTAIN WALL TO REMAIN 6. EXISTING CONCRETE COLUMN TO REMAIN7. NEW INSUL. ALUM REPLACEMENT WINDOWS. WINDOW REPLACEMENT ONLY AT FIRST FLOOR AND ONLY BETWEEN GRIDLINES 7 AND 8. 8. KYNAR PAINTED SHEET METAL FLASHING(GREY-LILAC) 9. PAINTED METAL CHANNEL C 10. METAL ROOF PANELS (GREY -BROWN) 11. AT ADD. ALT. #2A: HOLLOW METAL WINDOW ••. ASSEMBLY(AND HOLLOW METAL DOORS WHERE OCCURS), AT ADD. ALT. #28: ALUM. STOREFRONT WINDOW ASSEMBLY (AND ALUM DOORS WHERE IT OCCURS).(GREY-LILAC) 12. HOLLOW METAL DOOR AND FRAME(GREY-LILAC 13. ALUMINUM STOREFRONT WINDOW AND DOOR ASSEMBLY 14. SINGLE -PLY ROOFING 15. EXISTING MODIFIED BITUMEN ROOF ASSEMBLY 16. CONCRETE PAVING 17. CONCRETE STAIRS o 18. PRECAST CONCRETE UNIT(GREY-TAN) 19. 14'x5' ELECTRONIC READER BOARD, WHITE C: ORO LIGHTS ON BLACK BACKGROUND o 20. CAST IN PLACE CONCRETE BASE (GREY -TAN) 21. PAINTED STEEL COLUMN (ROUND j SECTION)(BROWN) jI M 22. TAPERED STEEL COLUMN (RECTANGULAR ; ^ SECTION)(BROWN) '��! "( I I I i 23. INSULATED OVERHEAD ROLLING DOOR i..1�,1 (GREY -BROWN) 24. 10 STEEL BEAMS IN ENTRANCE CANOPY ' 3 o .H•.e„+. '.`�. N C LI L iL--ul --n 7 ; TYP. r U C w 0 W I��I! Lij M 0 w N w wwwwwr G 4A 48 4C 4D 4E 4F 4G O O O S /� - �9 -/ -3 --�- ro 0 Go 0 3 N d- 0 _'S:--® v � - 1 I i i i I I I I i _ -- -- M M M- --- - M --- - M �M— —M-- - —M--� M M - _ M - - M M M TBB CHISELED Y IN TOP OF CONC IN BOLLARD EL. 472.26' 142nd AVENUE S.E. Type Size Qty Liquidam ar styraciflua Sweet Guru 12'° cal 13 Liquidambar styraciflua Sweet Guru 2011 cal 27 Assorted Deciduous 12"-24" 11 Pinus sp. Pine 1811-2011 9 Prunus s ® Cherry 24" cal 2 Proposed New Trees Type Size Qty Assorted Deciduous 2" cal 89 Assorted Evergreen 6'-8' 18 DEMOLITION NOTES REMOVE CONCRETE CURBING REMOVE CONCRETE SLAB/SIDEWALK - 4- THICK, SAWCUT AS NEEDED 3 REMOVE 4" ASPHALT CONCRETE PAVEMENT, SAWCUT AS NEEDED REMOVE TREES REMOVE CONCRETE CATCH BASIN < 6 > REMOVE 4' HIGH CHAIN LINK =ENCE REMOVE 6'x4'xl' READER BOARD, 20' STEEL SUPPORT POLE, AND CONCRETE FOOTING REMOVE ASPHALT SPEED BUMP REMOVE SIGN, STEEL POST AND CONC. FOOTING REMOVE WOOD BOLLARD AND CONC. FOOTING REMOVE LIGHT POLE AND CONCRETE FOUNDATION <12% REMOVE CONCRETE PAVERS REMOVE CONCRETE STEPS 7 RISERS RELOCATE IRRIGATION CONTROL BOX REMOVE 3' HIGH 2"0 STEEL POSTS AND CONC FOOTING TREE PLAN, 16 REMOVE ROCK WALL 2' HIGH LANDCLEARING Z VAL 17 REMOVE FLAG POLE AND CONCRETE FOUNDATION SCALE: F=40.0' z® a 4C NORTH O�vC� 00 o - Z W x X W 0 79 i* W2 M0) CP IT N M m ti o m' i EA 00 GRADING PLAN - SOUTH SCALE: 1 "=20.0' 10 0 20 NORTH 0 0 IX / / / / f I II El m u 0 0 F-1 F-1 HAZEN HIGH FINISHED ELEI/ATION y\ --- . - - __� - k _ x T- _ y IT I '\. /• - - _. _ — — — — — — — — — — S00'07'45V 1318.43' TBM CHISELED 'X' IN TOP OF COIVC IN BOLLARD EL. 472.26' iV d cp a 0 4-4 c ca c 0 c� 0 0 0 U) o U ZCL Z � 0 � N cu W�m Kell 0 00 0 rn 3 N 0 U) ---- --- --- —465 464 — N00'09 24 r� I3 00' — 226.89' ❑ ❑ 0 0 d \ GRADING PLAN - WEST PARKING LOT SCALE: 1 "=20.0' io a 20 NORTH � 463 � row 77/77; 7 7 i 1 / / F i El 1-1 ❑ ❑ El M i ::1 F-1 Ll F-1 El El F] a r a C 0 Q E O Q ® cu .j c: Z +r c: CL 0 Z C/) J i z � N to cD _ N M U 0) o W xx W 070 i 'Z/7Z/-/T )o X, /X J F-1 F D D F-1 //77 HAZEN HIGH SCHOOL FINISHED FL OOR EL EVA TION— 4 72. 0 ' 1 01 0 859.64' ME 142nd AVENUE S.E. GRADING PLAN - NORTH SCALE: 1 "=20.0' 10 0 20 NORTH orb, F F I Abu 0 45 w a. J f— W m U) U) co M a M d)4 M O Sly -9'�-1-�; -,-z- w CONTACT: MIKE TORGERSON CAPITAL PROJECTS OFFICE 1220 N. 4TH STREET L' RENTON, WA 98134 Us (425) 204-4470 r, i r, J Ufflh I I c 00 is 1-1c DLR GROUP ARCHITECTS AND ENGINEERS CONTACT: R• •i1 FOURTH AVENUE, SUITE 700 98164 1 000 SKEET INDEX CIVIL CO.1 VICINITY NIAP C0.2 TOPOGRAPHIC SURVEY - SHEET 1 C0.3 TOPOGRAPHIC SURVEY - SHEET 2 C1®0 LAND CLEARING/ TREE REMOVAL PLAN C3.1 GRADING PLAN - SOUTH C.2 GRADING PLAN -WEST P;�RKING LOT C3.3 GRADING PLAN - NOR T H C4.0 UTILITY PLAN/DRAINAGE CONTROL PLAN LANDSCAPE L1 LANDSCAPE IMPROVEMENTS —SOUTH (SITE PLAN SOUTH) L2 LANDSCAPE IMPROVEMNTS --'WEST PARKING LOT (SITE PLAN VEST) L3 LANDSCAPE IMPROVEMENTS— NORTH (SITE PLAN NORTH) L4 PLANT LEGEND ,AND DE T AILS ARCHITECTURAL A1.1 FLOOR PLAN- MAIN LEVEL- AREA A A1.2 FLOOR PLAN- MAIN LEVEL- AREA B A1.3 FLOOR PLAN- UPPER LEVEL- AREA A A 1.4 FLOOR PLAN- UPPER LEVEL- AREA B A5.1 BUILDING ELEVATIONS, DOOR AND WINDOW ELEVATION 5. A5.2 EXISTING ELEVATIONS SUSAN BLACK AND ASSOCIATES LANDSCAPE ARCHITECTS CONTACT: CHUCK WARSINSKE 100 ROY STREET, SUITE 104 SEATTLE, WASHINGTON 98109 (206) 2 B 1-08.76 PROJECT 1. RENTON, WA 98059 CL 0. uj 0. R GISI Cif! JO THAN I_1 EOEw A i r (D CP 6 o r- e c cn 0 `\Z c C,o,� s o,�Fti LLI F.o �InLi OD •;ri . ��"�w ,!k'1�R R ..ra: ;L 1 i •1.,.:1 i!+; .l L. .IW •A=kT1t3c+K: E ,�..�..•.�.. �'' � "R/hf+'-♦11�^ - Y� `. � .m. r�/R�LJ • r,@+apt..: A � s_b'v ? 3i.p. " '.K �' 4 3' , si• _,,;,.w:; '�xr'' 'x q,;" �, Tp} .i`I+c �9"i . 3z ' � . �. �� :• _,; ,t i . �-`.: .` >.: � ,.....ate . �- !�'� �;r$ � � A•,. oTr'+ n ` } �yC'�• � ,� } i �s„a-.`•�'. Vim. .. Fk L-�; > �, F y�> � ,y r� � •T:'. ;�:,s:� ,y yam. ,��_Y�'i�{� sr .�� ..Y .1'• >. a enrrrer.- �-,.�:AM+''� �. I. � '. � '_ :-. .Y,w�'•;'� . • , {. x•e• ':� 'rb;'o'x. .'1.•+".: 6 ? 'v !.. 'uj �» y � ry ..u:+� � ' i. >�"�''�e33,.•� r ?7 Tom± .mot � F ��4' Ar _ ..,.t R,y Y't x ••"'4! R' S F 8.•.. .. r'�.-..9�fv. - HonDew FR `.J ' "k°.-r"„':♦w` .f._.. ' �>•� ems,'. � r . I': s„ ,, �� kit ' ANDS #.7^-) Ywt AR Al IKE- Vi UJ a7 Ate r LL � - 4 W +� # Vim;#Yll - .•....;,-..... ..,..ram,.,,....,...., ..., .......,�.-..->+-.. - . a . ..:,:. .. .,' R .... +,... `•�-+'10'wrw.n ., „ y''' •�,>A 4 L' rw..� .�;,, .T:�...e..- + �.x•>wa...n+"�':�j��+..�..�.x • �wa......e->...wxr +>, . vww:w. w..,..a.a.,wx +...a, w,:a; . :. � �.+,,,a�>.>.� .. ... . �f � 4 - � "� ♦' . _..� .. � _ � � ,,.,� .tsr:,.nw„�'.-u,z� .!P '.�o.:m., ' -fF_.' 1 a S y � �'li 4Pi� � . , 1.. R+w:a„rty F 4 HAZEN HIGH SCHO.OL¢ Z , OAIR -=Ph SL AL Ak � , Cl 71 r r p}pY » 4 W Ali v.xo'we{� .r -ya 3T:.fLT Ts" Lyly.. ; tie`•-jS 44 i{ (y ,$ -+.w.vx,s�_x+xa:sace.-' �.,�;. �"�:. „'��. ,. „-�'c,,. ] .2 . .. _ .•.. _ � ai�[f� j ��y{(_�' ` C ',V ' a"� � _ . {1�l•y \ � ' � ^ yr 'r ....+.�.•`►� .ax^mum+aP�Wa!io",O¢^'w!`.'a'r+++e..:n,. '..r...��+.w..�. - qe,. � `��' ' -, .. 3.. � � f r :ii1 NEW AUDITORtUMM_Aj)QITION t . =t'': S':-,....... �......... ..... _ , .....tJ 10 ' gyp— e® ..,,cbce-..—.•o. - „,;'a:..,. :.� -. ,,.,._,,.� °. O k BASEBALL DIAMONDS & t u- : , TENNIS COURTS ' rs :xb4 y,�gq1rr. j r'. �_ "`�rx w is .0. OAai Esi''f FFj. y� isf rg. e E C-,faR-., ,�tl- `-t% � ?:F !�'�.�q � ��s�4.- .at.s� • z < 4y_ ffrG 9MJ .aY •� >e .. � 1i� Lt W Y YS ..�...�_. �„ '� � tf' ! �i .1"-' 4 5 A _, v.,_., L. _ .e•.. 3 - • - - a... az.. � � ..-,- ua...., c. ur ,,,.:..�_.fa-.i:....ao.�• _ � az "S' ; e- ,*; ' � �`. d`p� (i fi g }L /s yt a. '. � � �'� P � �� �.3 [.. > I.a �j��y'���'��. •.4:, ." i >f jA - : .,4 w ,4 w#� . - ey.L.,G.�. ty "/ • n ..''� f'�'f W. ' q*t .�� 4. ,�, >< ; 'iG. • , .,..._ `'�.. •+ .. It , KEY PLAN 7`7\ Vicinity Map NORTH SCALE: 1 "= 200' Nal44_- , pFTTIT ATE OF WASHiNGTON iw it® M .c: N e� m 51 00 O I o Q 0X v �Q) - P R" h 6) POST BOTTOM OF BANK LAWN x RRo' R� CATCH BASIN R°� ti xti R QS .. STAIRS GRAPHIC SCALE 1 "=40 ' v R 0 R� LIGHT POLE Q Ra p A °� �� UTILITY POLE R o RAMP R SOCCER FIELD 0; Q pRrn aP c' '� DRAIN BASIN DRY ROCK WALL 0 40 80 2 C� , Q R I l� 0Y 449 . e v c �` RR RQ'0 PIPE (AS NOTED) ; � �•. C� v° EDGE of GRAVEL VERTICAL DATUM: R LAWN R q „ FLAG POLE Q co RQ0 DIRT �j0 T VERTICAL DATUM v v A STORM GRAIN MANHOLE PAINTED FOG LINE v R KING COUNTY BENCH, NO. 1844, o�x` 5 x2 Po, FIRE HYDRANT 2" IRON PIPE W/TACK IN CASE P�Q RR r PRE R I 2 ►. WATER VALVE a o W000 FENCE AT SUNSET BLVD SE AND DUVALL R R x AVE SE: NAVD88 EL. 409.38 ' p x2 Rho Q SANITARY SEWER .MANHOLE S KS SANiTARY SEWE R LINE FROM LOCATOR MAR R� O �� X FINISHED FLOOR ELEVATION BOLLARD W BURIED WATER LINE FORM LOCATOR MARKS p� D R I to` - N FROM LOCATOR MARKS V Y H WN HEREON WAS PERFORMED IN MAY AND JUNE 1999. 1 BURIED .GAS LIE L THE TOPOGRAPHIC SURE S 0 NO PARKING AREA G THE .FIELD DATA WERE COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH BURIED POWER LINE FROM LOCATOR MARKS AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISK OR TAPE. y4 RP R°' �% R R x°' ah E WRITTEN FIELDNOTES MAY NOT EXIST. - S Q R R R°' R°' CONTOURS ARE SHOWN FOR CONVENIENCE ONLY DESIGN SHOULD RELY ON SPOT_ qq P I v R R R ti qs BURIED TELEPHONE LINE FROM LOCATOR MARKS T ELEVATIONS. DIRT ;x p �o o� MAY 13• 1999 - PREPARE® BY. PREPARED FOR. MAY 13, 1999, RPti P R°�` '--- _ Rom— PR 45 A FOUND 3 ' BASS DISC r a R _� R LAWN 1 D.A.BERG, INC. RENTON SCHOOL DISTRICT 403 FOUND 2- METAL DISC Q LAWN � x IN 4"X4" CONIC p ' 811 S BOTH ST FACILITIES PLANNING DEFT I WITH "X" DOWN 0.2' ,2 VEH CkcE GATE x P "KING COUNTY T23 3 R5" TDM TACOMA WA 98408 1220 N 4TH ST MONUMENT IN CASE MAN GATE 5 SE 60dd NAIL IN EAST 253 474 3208 RENTON WA 98055 SIDE UTILITY POLE 0.9� WN FILE: 9906.0590 S88 139 '56 "E 659.25 459 ABOVE GROUND EL. 462.25' DATE:2JULY1999 \ _ _ �^per (� R P� N D. \AAACON\Hazen3.pro Fri. Jul 2. 1999 . ar �rI i r%,rrl%r— �, ` _ —a �.� "tk cC] Ar�iPH:AI TV$A AWN R -.V (,% - .z��. a: 6 95 R a � ti �o I P R h O - BASEBfC R�DIAMOND - -- - - - -- -11111111m _ I i .63 NJ • aiilw �- 11 • -cif/ �� �'��.+`,•••w._•.i+w■.w�. �A'='rig`` +� • •e ►� ►�. ►. "��.� it ,• ►�yj ff �NDICAP RAMP a OD 3 01) , cu w°. z 0 cv P �" r' � � I H I P P �• P R MAY 13, 1999 FOUND 1.5" BRASS DISC MONUMENT IN CASE WITH "X" DOWN 0.5' w Ln LAWN X O bh 1� Ph � A� X o� • 4 of- P v m a P v �bX a'1 pss t JULY 7, 1999 0) FOUND 4 "X4" CONC Phi MONUMENT WITH TACK h 0.7' ABOVE GROUND P X 456 P IE 18" CONC =451.6 pt Ill P CONC SIDEWALK ro. K 0) PL - ELEVATION =468.1' a X IE 18" CON!✓ N 466.1' IE 8" RED CLAY E =454.9' COVER M D IFR p" o, a �ti s'� �1 1 s O �9 ` P ro a IE 18 " CONC S=466 ' � IE 8"X1PED CLAY 5=454.6' Q I + P� b�OAC X p� \ LAWN ,��' g D� �` n � ANDICAP X P� X`o I 0 b46g �O X X OVERHEAD---'CQNCa�o P X a RAMP P 6; PUj� I 1 1 O v O X P 47 9 COVER 0 b� x - C, � I qW 1� I I ;�� 2 2 � P `�' P X I 1 _ 1� A [7p P P I'C. _ _A - - _X2 2 P I P P1 �ti P Ja ELECT C SIGN-y,.�`b - - ( SANITARY SEWER MANHOLE b a ON CONC ASE 0 A Q6P�ti I a�� P� RIM EL=467.41 ' w 1° a1 b� Al p P qwN + TBM _ MAIN BUILDING o P 1 '�Lu A6Z o, FINISHED FLOOR IE 8" CONC E =459.5' 1 P 461 I SW CORNER CONCRETE PAD IE 8 " CONC S =461.5 ' `) P� P1 L.L.! `� ELEVATION=472.0' 462 463 P� I ( LAWN FOR LIFT STATION EL. 468.36 ' IE 8 " CONC NW =459.2 ' LAWN i O O LAWN OX LADDER ON SE WALL %P �P� P� A P� ago I O O 0 ^ O O P D P _ �� a FINISHED FLOOR PLL "� A� P I AC ELEVATION=463.44 ' to ° ' r DIRT TRACK DIRT CONC RETAINING WALL b b1 CONC SIDEV l K� LA _ I P 1 1 TRACK NOTE: FINISHED FLOORS Ob b a� rn BRICK INLAY ELEVATION=472:0 ,� tiX P LA N i P�� P� ,� x ,` ��!Lo IN COURTYAR a� DILAWN'� .^ ON P. `i 0 a CATCH BASIN X w 1 RIM EL=470.50' P �Uj Lol w CATCH BASIN H X �r ti m IE 18 ' CONC N =467.0' `f i• RIM EL=469.30' 12 '�� 1� d `" � '\� ti � IE 18 " CONC S =467.2 ' m CATCH BASIN STORM DRAIN MANHOLE CONC INACCESSIBLE b P P '�� b tiX � :1ti rn RIM EL=469.56' z P �o o RIM EL=470.38' P o P yob �bX IE 4" PVC SE=468.0' SANITARY SEWER MANHOLE P QI P a P Q \ o IE 10" TYPE ? E=459.1' P BEN HES LOADING POWER 1 o IE 4" METAL SW=468.0' him EL=471.17' ®� z IE 8" METAL SE=460.2' OCK (CON) B X ti o. �� FINISHED FLOOR IE 10" METAL W =459.6 b GA METER' b'\ INACCESSIBLE ° P�3 P ELEVATION=472.0' LADDER ON S WALL I P P OAL P T tiX 'b� ti P anti X� o �o I TWO 4 VERTICAL PIPE L �o WN ° 2 h � �ti 2 LAWN ti CATCH BASIN X� PI KNOWN IE 4" BCP (VERTICAL)=471.7' X P AC P tiX 1tiX 4�1 RIM EL=470.20' P hX A b o `� X b C q�4 b1 P P a1 b IE 18" CONC N =467.3 ' P b�PX CONS SIDEWALK P� ti P 0 X� RET WALL a IE 18" CONIC S=467.5' I �X� � anti anti �P�ti '\tiCbNC EW P1� P CONC '\ti °pX�o b1 a 1� 147 IDEWALK AC IE 4" PVC W =469.5 LAWN I X P� p1~ D1 a1� HANDTAA a'\° a'\° P'\Ob'\° a TCH B N P 1� b M IW 4 I LAWN b I AC RAMP ,\ AC OX� AC RIM4X�/ V�Q99 �467.6' w p` W - O '\ O ,\O D A I• RAMP CATCH BASIN � DIRT TRAC Y ROCK A P� C �6E VC S - 8.0 ' X P� y OX� OX P AC P X RIM . EL=470.27 ' DIRT - �A 1 IE 6" CONC NW =468.35' T R 0 X� rn O � D, ....� � b � SPX SOX / O AC I IE 6" PVC SW =468.4 ' 1 b P OTE: b #�° P AC PL s ��'267 h bb0 P PL AC P �� C C E LK > LONG THE TRA K I"� O A ao T EDGE OF LA N b - M_ M M - �X M - �O O 471 AP 0 CATCH BASIN 1 AC P1 P1 P Cb� 1 P� own P\� PP X P X a X M o-- M �� M AC x� RIM EL_=469.71' S A METAL BO DER ti Ox 0 ti a O A a 0 ti 1 O IE 6 " PVC NE =468.5 ' LUSH WITH GROUND a`� IX - 3LAWN a� X a�� a�� P�LAWN X P�P� X2�AWfd P� IE 4" PVC SE=468.2' CONIC X2 2 X2 . I 7 S DEWS 1PX� X� Q P1O X� P� \� X_ �S ° 16 '08 " 6 - -- - P P P1 < P� I Pubs XLID �P ST M DRAINDJ�IAN OLE Xti '\� CATCH BN SANITARY SEWER M HOLE 9 a a� 1 CATCH BASIN R EL=470.10 b RIM EL=470.23' RIM EL=469.7 �6 CA CH BASIN �� CATCH BASIN CATCH BASIN RIM EL=471.05' P P E B •' NE CO INACCESSIBLE IE 4 " METAL PPED N 467.8 ' TOP I 9 RIM EL=473.32 ' RIM EL=471.51 ' AWN �o I i IE 8" RED CLAY=459.8' RIM L=473.24'X`Z IE 4" BCP NE=469.4' +- F TBALl FIELD P -IE 8� CON SW =454.7 ' IE 4 " PVC S = 67.4 ' IE 6 " PVC N=471.7 ' �, IE 6" PVC E =469.2 ' IE 8" RED CLAY W=459.6' CATCH BASIN IE 6 PVC E "�471.7' IE 6" PVC�� =469.6 TBM I ER S WALL P E 6' PVC E=471.6' _,)IE 6' PVC W=471.5' 41 LADDER ON S W LL IM EL=473.7 IE 6' VC W=471.7' a'\ o� CHISELED 'X' IN TOP OF CONC rn yob E 6" PVC E _ �2.2 CATCH B IN SIGN�H IN BOLLARD EL. 472.26' 10 „� 10 I SPX �X2 �� ° P R I RIM EL=47 68 ' D1 C a`o G_ a X2 IE 6" PVC EL=469.0' CAT H BASIN a`o #`b �'� �`� Io IE 6" PVC E 469.0 ' RIM=472.30 ' IE 12" CONC W =479:� G �2 �? CA H BASIN IE 6" PVC S = 9.0' IE 4" ED CLAY E=470.8' I W RIM L=473.40 b I ,� �� pIE 4 " PVC E =4 .1 ' IE 6 " C P W =470.8 ' o LAWN �o OOC FENCE IE 4" CP N=472.0' *NNECT TO VERT AL PIPE �X1 cu co I - I k 2 p�j IE 6" R CLAY E =47 o I I I X '� X IE 12 " CONC E =4D 0.6 ' o ti � I I \x BLECHERS X MAN GATE �X 10 m (TOP OF P E) z a� a w IE 4 " BCP S =472. o, C°v + I 1P "' - - - - ,�o _ IE 12" CONC S=470.0' h I 3 IE 4 " BCP W = 72.4 ' p 1"� P�bX � a�x LAWN P�� CON LA �-� - - - - MAN GAS a�2 P� DRIv W�(Z'f P I <° P� CON (TYP~p1 1�0 ,\5 7 �6.04� - o o^ --- - - _ - - AP� 2 LAWN SPILLWAW '\ P GA1PE NCH P X P11 P �� P� P P o 1 �2 ti P b�° I o Q a _� P I P I CATCH BASIN I I a ' ° RIM EL=472.26' CO o 2 X2 lloXh p t TENNIS COURT 1 ,\2 --__ __ �IE 12" CONC N =470.� x Q� a l IE 12" CONC S =470.z i� aX( PXh (I V, I o ENCH X a �� X P1� �,\ X P� ,\P 2X V AC X P D D°RAPR AY . CATCH BASIN IE 6" CMP NW =470.4 ' �o�° X P� 11 P LAWN C PAo EXTED CURB (TYP) RIM EL=471.80' <o b co IE 6" CMP E =470.3' P GOAL POST �# 1� HICLE GATE I ATTING CAGE LAWN v D• r,2 ti � � 7h �' IE 6" CMP W=470.3' PX� nj h _ I L WN _ 1P 1 '\ ,\ a1 AC P I P 2 �"� � � ago p Pao o / N� N P ,Z 1 AC � t1 P o a �,( BASEBALL DIAMOND TE NIS E. X� g AC p1 � I A CATCH BASIN 2 / ;; P LAWN `off 9>> 2 ° 0 �x P �P a I 2 I IE CMP E =471,4 RIM EL=472.37 ' ate\ � '� ^'� 1�°X a'\ P �X b1 I IE 12" CONC N =4i AC IE 12" CONC S =4E AC a I TWO 2" VERTICAL P E 1 MAN GATES I l o PURPOSE UNKNOWN ��- - LAW �, 0-0 --X� 0 0 0 '�. I I J ,i CATCH BASIN � ,\ LAWN -� ,\b I a RIM EL=472.70' AC P� o BUMP IE 12" CONC N=469.6' 2 �� P D MAN GATE P� 0 I I IE 12" CONC S=469.4' -®® qj X X� I I IE 6 CMP W =470.2 ' o ��' p °� CLE GATE P '\ LAWN ��� DIRT TRACKI Ab LAWN LAWN P BASEBALL D1Atv1OND a� AC vX'y Xp . C AC - .\ DIRT TRACK BENC o DIRTP�� X '\ 3 PL b DIRT CO a{o �� �X 10X b a Q> I �• PLO _DIRT ti ASIN b P b X� P1 '\`° T NNI -� X RIMCATCEA472 74' p , P x o, X P E S E AC A 2 AC IE 12' CONC N =469.0 x - p LAWN 1lb �X 1�o CONC (TYP) X 2 LA VEHICLE PATH P 1 P IE 12" CONC S=469.0' P LAWN MAN GATE O A �aX° O �\� X CUR �P a� I IE 6" CMP SW=469.6' X X LAWN BEN P� A� C% c�LAO PZX 2 18" C01 52.0' 0 6 ' PVC =454.9' P CATCH BASIN RIM EL=472.20' M -- M E ,\ ti" CLE G G '� G 1 �� IE 4" BCP E =470.8 ' 11 NTH STREET IE 8" PVC=461.5' P M X M - P RAI LrI€ G Z� IE 4" BCP SW=470.9' P �0O %2 21111: " nXtn i M ___________7_ M X� M RET IT WALL P11 � GA E P Xb R IE 6" CMP W =470.7 co S M S P APROND Al v v b X 9,9 P1 v, P X D b X b X MAY 13, 1999 CATCH BASIN 0 A� h F. a� X FOUND 1.5" BRASS DISC N88 °16'42"W 661.88' RIM EL=474.62 a CATCH BASIN �AFI�AC B41ER � P,\2a,\2X��UTILITY POLE WITH HOLE PUNCH IE 4 BCP N=473.2' RIM EL=473.57' CUT OFF UTILITY PO E WITH LIGHT C° MONUMENT IN CASE IE 6" METAL E =473.0' IE 6" CMP E =0.9' (TOP OF PIPE) USED FOR ELECTRIC BOX OD w1 DOWN Q.3' ': IE 4" BCP S=473.5' IE 6" CMP W=472.3' / t!� CATCH BASIN W CATCH BASIN RIM EL=471.93' IE 12" CONC N=468.4' > RIM EL=472.43' IMP SE =471.3 ' IE 12" CMP S =468.4 ' o I Q E 6" C o I _ IE 6„ CMP E =471.3 '