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HomeMy WebLinkAboutLarge FormatS.W. CORNER TRACT N0.6 LEGEND o F-, ;FIRE HYDRANT ■ MH MANHOLE �E30k VALVE BOX — F FIRE LINE - FO FUEL OIL LINE P(OH)— POWER (OVERHEAD) P(uG)— POWER (UNDERGROUND) LAKE WASHINGTON DISCHARGE --- CHANNEL CW DISCHARGE GATE STRUCTURE DISCHARGE — TUNNEL EXT. FORMER JE" LAB AREA Co. N 46 °52'12"E �60%.8 UNLOADING PIER AND WALKWAY 10" P ORDINARY HIGH WATER MARK -FO / I CONTAINMENT w a I 0 a INNER HAIR HARBOR �_ 3b. DOCK 1 \ � FUEL OIL STORAGE \ TANK N0.2 EL OIL STORAGE TANKS BE REMOVED BY OTHERS) 6" SPRAY LINE I FUEL OIL STORAGE I TANK NO.1 I I F�ZZ DISCHARGE TUNNEL Jill NIP k&F TRANSFER PUMPHOUSE FO VLV BOX MH PAINT STORAGE SETTLING POND I ❑ LEAN-TO SAND BLAST AREA W AI I CARPENTER SHOP a LUMBER SHED wl 0 \ a J wJ W I Y Q Z Z < z� INTAKE TUNNEL F P(UG) FO -of) DISCHARGE G 111FH SHUFFLETON POWER PLANT MH F TRANSFORMER PLATFORM T(UG) 3 FH vLV W W BOX ASPITAL=ROA� r-- OIL TANKS `~ ' GAS ❑ 0 Q PUMP CONTROOI s ISLAND HOUSE SHUFFLETON STOFASL MH A�l Sd�OM TUC/ SHUFFLETON OFFICE YARD (H SUBSTATION J � 1 TEST<e> �G �j MH �J S S BATTERY �Tt�RES ROOM 495.75' BURLINGTON NORTHERN RAILROAD R/W S SEWER LINE - T(UG) TELEPHONE (UNDERGROUND) W WATER LINE --+--�-- RAILROAD TRACKS ---- FENCE N SUBSTATION CONSTRUCTION ORAGE YARD Cr-' 3 / FH OIL =1LLER PIPE EL-C 19.27' FOI D CONC. MON "' SO OF TRUE 0. E } CORNER .O� 00 ASPHALT GENE COULON PARK ti Sp, \ `36` - WAREHOUSE \ i�' -VALVE r H SWITCH MAINTENANCE / BUILDING 0 00 59 / SPIRAL- L -296.00 S-60 , ELEV. 28.07' LEV. 2l8.7 VeASEM T TO CITY RENTON Q FOUND I.P. 0.03 NO OF TRUE 0.15 E f CORNER ®°3 FOUND ANDER COR -CONC. MO & RASS NAIL 6a R _13B5o BUR R. R• R/W0000 LI NGTON NORTHERN R` �_L-��.v CN IKANGE (PRIVATE ROAD) 8 ' 7 I 6 0 80 160 Scale in Feet wR� LAKE WASHINGTON SITE J PARK 0 > J m u a 3 Y J REN VICINITY MAP SCHEDULE OF DRAWINGS DRAWING NO. TITLE D-11383 VICINITY MAP AND SITE PLAN D-11384 EXISTING SOIL EXPLORATION LOCATION PLAN D-11385 EXCAVATION PLAN D-11388 CIVIL DETAILS I �v,�JTES: 1. THE SHUFFLETON DECOMMISSIONING REMEDIAL ACTION, CONSISTING OF EXCAVATION AND OFF —SITE LANDFILL DISPOSAL OF IMPACTED SOILS, AND DEMOUTION AND REMOVAL OF ASSOCIATED STRUCTURES, SHAD_ BE ACCOMPLISHED IN ACCORDANCE WITH THESE PLANS AND THE ASSOCIATED SPECIFICATIONS. 2. BASE MAP PREPARED FROM DRAWINGS PROVIDED BY PUGET POWER. LOCATIONS OF UNDERGROUND PIPELINES AND OTHER STRUCTURES SHOWN ON THE PLANS ARE BASED ON UMITED AS —BUILT INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING ZPELINES, UTILITIES, AND OTHER STRUCTURES WITHIN 50 FEET OF PLANNED EXCAVATION D DEMOUTION BEFORE COMMENCING REMEDIAL ACTIVITIES. ' 9 sIQ Cyr` �9 60LO I Y(J,;. M Pr P> 5 pr 1 FOUND 3/4" I.P. PLUGGED do K W/#LS6474-FITS TIES TO CORNER FROM CITY OF RENTON NOTES. 4349-02 S ORIGINAL MUST BE CHANGED V"L ON GRAPHICS SYSTEM ONLY REVISION ° N: WG NO: 9603031 SHUFFLETON DECOMMISSIONING PROJECT APPROVAL DATE (M,//D/Y) DRAWN BY S. PARK 6/27/97 VICINITY MAP AND SITE PLAN DESIGNED BY B. KELLEMS — 6/27/97 DRAWING NO REV NO �� CHECKED BY M. WINEMAN 6/27/97 0297 ENGINEERING ,�Off�7 j� DEPARTMENT D-11383 0 Lf —� [hf SHEET 1 OF 1 SCALE: AS SHOWN CLASS: MICROFILMED: FILE NO LOG OUT i CADD NO: 3 2 EZ-3 15' SECTION SCALE: 1" = 5' D-113851 D-1�1386 NOTE: SECTION DFPICTS TYPICAL EXCAVATION. WIDTH AND DEPTH OF EXCAVATIONS VARY. PRE -VERIFICATION DEPTH WILL NOT EXCEED 5 FEET. 3' SECTION SCALE: 1' = 1' D-11 D-T1386 EXISTING GRADE EXISTING GRADE WOODEN RAILROAD TIE 1' X 4" RAIL EXISTING GRADE d, e as44 d a s VARIES , FROM 0-1' BALLAST 8' SECTION SCALE: 1" = 1' D-113851 D-f1386 I FUEL OIL STORAGE TANK (REMOVED BY OTHERS) I I I --------------------------- EZ-8 100' DIAMETER ECTION HORIZONTAL SCALE: 1" = 20' D-11 �85 I D-1'1386 VERTICAL SCALE: 1" = 1' i NOTE: EXCAVATION WILL ONLY BE REQUIRED IF SURFACE SAMPLING INDICATES THE PRESENCE OF TPH-IMPACTED SOIL. (TYPICAL) .................... �- . Emigre mi-Im WO NO: 9603931 DATE (M/D/Y) 6/27/97 6/27/97 6/27/97 EXISTING GRADE �! i T, f Gi f Y OF: JUL 15 1; AR 7. 4349-02 M&JffCX0NWR ORIGINAL MUST BE CHANGED ON GRAPHICS SYSTEM ONLY SHUFFLETON DECOMMISSIONING PROJECT CIVIL DETAILS DRAWING NO REV A ENGINEERING D -1 138 6 DEPARTMENT SHEET 1 OF 1 CLASS: MICROFILMED: I FILE NO Q LOG OUT 7 6 5 4 3 DISCHARGE - TUNNEL EXT. FORMER JET LAB AREA 8 7 01 E CONTAINMENT BERM GATE � STRUCTURE - 0 VLV BOX TORAGE ANK NO. 1 FO LV BOX EZ-9 0 4 D-1 85 D-1 386 Z p� DISCHARGE TUNNEL � SETTLING POND SAND BLAST AREA W AI � otMo CARPENTER SHOP LUMBER SHED Flfflo- 0.5 i i • i/ • SHUFFLETON PQWEE2 PLA14T Ffl 11 1 11 11 TRANSFORMER PLATFORM EZ-2 � T(UG) � FH W ° W TSF51-I,21T ROAD � / OIL TANKS OIL GAS ❑ � � PUMP ISLAND HOUSE i 0 40 80 11 Scale in Feet 5 CONTROL I � S HOUSE r� 4 • F 2 D-1 �D—l1386 _OIL FILLER PIPE EXCAVATION SCHEDULE EXCAVATION/ DEMOLITION ZONE (EZ/DZ) POTENTIAL CHEMICALS OF CONCERN DIMENSIONS IN FEET VOLUME IN CUBIC YARDS LENGTH WIDTH DEPTH EZ-1 ARSENIC —INDUSTRIAL 20 20 0 TO 3 44 — EZ-2 LEAD —INDUSTRIAL 180 10 0 TO 1 67 —EZ-3 TPH—INDUSTRIAL 15 15 0 TO 5 42 —EZ-4 TPH—INDUSTRIAL 15 15 0 TO 3 25 TOTAL MINIMUM VOLUME TO BE EXCAVATED FOR INDUSTRIAL CLEANUP — 178 I EZ-5A LEAD —COMMERCIAL 15 10 0 TO 1 6 �EZ-5B LEAD —COMMERCIAL 30 10 0 TO 1 11 EZ-5C LEAD —COMMERCIAL 65 10 0 TO 1 24 �EZ-6A LEAD —COMMERCIAL 35 10 0 TO 1 13 EZ-6B PCBs/LEAD—COMMERCIAL 10 10 0 TO 1 4 —EZ-6C PCB —COMMERCIAL 10 10 1 TO 4 11 EZ-61D LEAD —COMMERCIAL 75 10 0 TO 1 28 EZ-6E EZ-7 LEAD —COMMERCIAL PCBs —COMMERCIAL 25 15 10 15 0 TO 1 0 TO 1 9 8 TOTAL ADDITIONAL VOLUME TO BE EXCAVATED FOR COMMERCIAL CLEANUP 114 EZ-8 TPH—OILY SANDS* BENEATH FORMER TANKS (TO BE CONFIRMED) 100 (DIAMETER) 0 TO 1 291 cZ_9 TPH—OILY SANDS* BENEATH FORMER TANKS (TO BE CONFIRMED) 100 (DIAMETER) 0 TO 1 291 TOTAL ADDITIONAL VOLUME TO BE EXCAVATED BENEATH FORMER TANKS DZ-1 TPH—BALLAST BENEATH TRACKS 700 8 10 TO 0.5 582 104 DZ-2 TPH—SOILS ALONG PIPELINE 800 3 iO TO 3 267 TOTAL VOLUME TO BE EXCAVATED IN DEMOLITION ZONES 371 ELEV. 19. 7' FOUND CONC. MON 0.73 SO OF TRUE 0.16E '_;ORNER ADO * PREVIOUS RECORDS INDICATE SANDS UNDER TANKS MAY HAVE BEEN TREATED WITH OIL TO PREVENT TANK CORROSION. PRESENCE OR ABSENCE OF TOTAL PETROLEUM HYDROCARBONS (TPH) WITHIN THE SANDS WILL BE CONFIRMED BY OTHERS. EZ-1 MINIMUM EXCAVATION ZONE LOCATION AND NUMBER EZ-8 ADDITIONAL EXCAVATION ZONE LOCATION AND NUMBER (TO BE CONFIRMED) DZ-1 RAILROAD TRACK TO BE DEMOLISHED AND REMOVED DZ-2 �FO FUEL OIL PIPELINE TO BE DEMOLISHED AND REMOVED 17 i �� JUG. 1 � ',-•J ASPHALT �Q, 'D AM 4349 \17 Muffoom ORIGINAL MUST BE CHANG \ ON GRAPHICS SYSTEM ON R'°" °ESCR1P10N WO NO: 9603931 SHUFFLETON DECOMMISSIONING PROJECT APPRUVAL DATE (M/D/Y) DRAWN BY S. PARK 6/27/97 EXCA VA TION PLAN DESIGNED BY B. KELLENIS 6/27/97 DRAWING NO RI CHECKED BY M. WINEMAN 6/27/97 ENGINEERING /— OL% 717 � DEPARTMENT D -1 1,385 U`-� L.L/ SHEET 1 OF 1 SCALE: AS SHOWN CLASS: MICROFILMED: FILE NO LOG OUT I CADD NO: 3 2 77 UNLOADING PIER AND WALKWAY CVV' DISCHAPGE GATE STRUCTURE DISCHARGE — TUNNEL EXT. 200' SHORELINE SETBACK FORMER JET LAB AREA 0 40 80 Scale in Feet 200' SHORELINE SETBACK OIL FILLER PIPE FOU N n CON C. EXCAVATIOf.J SS�ES. _E EXCAVATION/ DEMOLITION ZONE (EZ/DZ) POTENTIAL CHEMICALS OF CONCERN DiME14S'ONS I11 7EET ; LENGTH 1 W 1DTH DEPTH EZ-1 ARSENIC -INDUSTRIAL 2^ 20 0 TO 3 EZ-2 LEAD -INDUSTRIAL '8^, 10 0 TO 1 EZ-3 TPH-INDUSTRIAL i 15 0 TO 5 EZ-4 TPH-INDUSTRIAL 5 0 TO 3 TOTAL MINIMUM VOLUME TO BE EXCAVATED FOR 'NDUSTR' AL CLEANUP EZ-5A LEAD -COMMERCIAL 5 10 0 TO 1 EZ-513 LEAD -COMMERCIAL 30 10 0 TO 1 EZ-5C LEAD -COMMERCIALS I �0 0 TO 1 EZ-6A LEAD -COMMERCIAL 35 10 0 TO 1 EZ-6B PCBs/LEAD-COMMERCIAL 0 '0 0 TO 1 EZ-6C PCB -COMMERCIAL 0 10 1 TO 4 EZ-6D LEAD -COMMERCIAL I ^= C 0 TO 1 EZ-6E LEAD -COMMERCIAL 25 1 10 0 TO 1 EZ-7 PCBs -COMMERCIAL ' S 15 0 TO 1 TOTAL ADDITIONAL VOLUME TO BE EXCAVATED FOR COMMERCIAL CLEANUP EZ-8 TPH-OILY SANDS* BENEATH FORMER TANKS (TO BE CONFIRMED) , 00 (�, Ak -T17R1 0 TO 1 EZ-9 TPH-OILY SANDS* BENEATH FORMER TANKS (TO BE CONFIRMED) 0 J, �,,=T�p) ; 0 TO 1 TOTAL ADDITIONAL VOLUME TO BE EYCA`/ATFD BEriEA�+ c��c�M� T/•ri�'; —� DZ-1 TPH-BALLAST BENEATH TRACKS 700 R 1 0 TO 0.5 DZ-2 TPH-SOILS ALONG PIPELINE IO TO 3 TOTAL VOLUME TO BE EXCAVATED IN DEMOLITION 70%ES OF TRUE CORNER * PREVIOUS RECORDS Ir1DICA_`= SArJCS UNDER TArJKS MAY HAVE BEEN TREATED WITH OIL TO PREVE'�_ PRESEr1C7. OR ABSENCE OF TOTAL PETROLEUM (TPH) WITH', THE SANDS WILL BE CONFIRMED B\" MODIFIED FROM A HART CROWSER BASE MAF DATED JUNE 27, 1997. �- ORDINARY HIGH WATER MARI, 200' SHORELINE SETBACK MINIMUM EYCAVATIr'1 � ''vE _CAA IO'J '�JD NUMBER ADDITIONAL EXCA iA A r I D rIUFAPFz (TO BE COrIFIRVED) DZ-1 RAILROAD TRA.rW -C ;_- ���_ E� L'JD REMOVED DZ-2 +� FO � FIJEL 0!I PiPF'i_�!J- Tr _-`" = A'JD REr)IO /FF SHORELINE PERMIT EXHIBIT A WINEMAN ENVIRONMENTAL CONSULTING Project No. 97001-4 July 1998 cay o AUG 0 REc� J NEIGHBORHOOD MAP SHUFFLETON STEAM PLANT SITE REMEDIATION GbLOMA <,s,_ 110 0 7 100II;111. �O r ST .✓'� .;.. '� .�oU s Rr `-- -,�- ?> A -' (4DD � in IND A t 46 SCEo sTTs SBERRY BEACH TR'S -his is part of the C aN of Seattle and is located here x. mapping con%enience. It does not lie here ,eographicall} . 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E— — --. �l2 ff— — — --.5 _` y O� AREA r,------- 60 z _ t .TANK Q >0. 'W - COO �qj i ` I I 27 �r , , ._ �'Q V L��\ LpIR O \I '�\\ `„' �' 11 e....n.'.rt Q n \ ! f f- • ,4�,�\ II SioN <, h�� i, r C h Q n V/ �\ o U4 Z G � . : • :© R1 00 coc 308, 301. 6 PER P6 5 L \` �' IVGOVI L0�. 1 ` ��\.'� \ P DPP bi' 1 ` t_ { .- •� ry o IN p i' .:. t h R e n y PUGET SOUND ENERGY p t o n SHUFFLETON STEAM PLANT SITE ✓I ' S� a� !., i IG� J' ' �� -_ —_ _ �r tit • r `° • • 1 LLJ ,►E Q ,fir P t -\,\r •� LAUREL. t[A11 1 O i 1 -{ �� �..� w r.d 0 [7 - r ,: f fprme•l ` � � ` � :6 /S' tsz r a ' o�� p � .� - �` :. INNER HARBOR LINE .1 `` ' v : wY SY •✓ 16O I •� f♦ G Cr/ ` ! ,/ i /�UE I S fA , 9 R E N T O-N RIDGE T.L ilE , I ,, t 1 11 P x O GOVt Lot 2 I 1' I I J LN,/� ,,, it ► \ - - \ , rt rA7 770 Acres D , 0J� I 9 CC . 497 , l00 I I L a3 PACIf/L AGR�, 19� cO Lf.'� 75 0_ _ r'9v't Lot 3 61 I G Y I O 6=- i � 1 -- 24.zoAcres' I v ► _ ,� k E 1 m `---- ---- --- Cj v c - 1 ,n 5c A R E f� , - / N \\\ \\\ / • /; i i ; Z = ��, \.. ^ m cU 3 ir5 in 10 03 _ - 3188 Ac \ i\V ~ �, } i i MOCKUP BLDG, V - ej►,y o 1 a: N o , i U N S E T; t -, W X. 5' ^ m — v R E N' T 0 N CO�t DO Q Q M a 1=.43-UN i T{S SUefSrA' 3 l - 1LrCJ` ; = 5 2 1. t.. r••-, !�. wh ..[+,i'r` V. T. VI n, m \ ; i 6.84 ACRES 2 i � pMIN,STRATION BLDG. , � Z 0 \�+ •.'� -' I Z ,�' - T[,J- Q. I Ik a s A, NORTH 1 l-- �1 1 11.40 Ades 1 — -- — — — — / c // S. �.., - N. 8TH ST. Z pG o V� O / / 9J 1 ( $ FORMER 8TH AVE. R•) -- o YACATEO AX 60 I I I ' r6 B3 82 4-- l I I I 1 I \ 1 N I F RE TON I i T Z\ \ a1 ,, o 4it' 1 \� C �s p\ 1 0 SCALE: 1 "=2i0 Feet II 2 _ I _ 5 4 3 2 ' I -- LEGEtiD�,�, 69 90 78 ' E r i� 3 3 �/ Q 2500' Boundary � 67 j� -_-- 6 7 8 9 P1 1 > ICI Renton CityLimits' N �d 4 20.80 Ac 5 u rz /s21426 ED 1 \ /, ` -� I I 1 OR rl%3 I 1 J 1 e 1 0 -I NUBS TRAILER I;I I �Ea" I Q I PARK y 4 2 1 I 1 4 o I z� 6 3 I a 4 6 9 I� > . ' S.P.-093-89 h 1 I c I ON a+ 4 4 ' ,, LL' O 11��� �. M I 141 IL Ft 30--- -- 'F l Gov t. lot 3 ` ` C MA J P I 1' 1, y ` ifCM �0 ^ L /2 I I11, ' 10.35 Acres � • � i h M� Nt"f ! � 0.25 5 , e I ,` \;1 \I CW ADS/T S-LAKE- ASH/NGTON PLAT c='. Y ? I V4( ` ---- Fs N Qsny' e $sr --- - -- - --- 6 --- \. — . N. 6T H ST. ,., .. [- —,,r-- -, A11 - ,--- -- r z Q a. i O V Cr i 0 z O L 0 z a a ,0, UNLOADING PIER AND WALKWAY 1 CW DISCHARGE GATE STRUCTURE DISCHARGE — TUNNEL EXT. 200' SHORELINE SETBACK FORMER JET LAB AREA 0 40 80 Scale in Feet 200' SHORELINE SETBACK OIL FILLER PIPE FOUND O EXCAVATION SCHEDULE EXCAVATION/ DEMOLITION ZONE (EZ/DZ) POTENTIAL CHEMICALS OF CONCERN DIMENSIONS IN FEET VOLUME IN CUBIC YARDS LENGTH WIDTH DEPTH EZ-1 ARSENIC —INDUSTRIAL 20 20 0 TO 3 44 EZ-2 LEAD —INDUSTRIAL 180 10 0 TO 1 67 EZ-3 TPH—INDUSTRIAL 15 15 0 TO 5 42 EZ-4 TPH—INDUSTRIAL 15 15 0 TO 3 25 TOTAL MINIMUM VOLUME TO BE EXCAVATED FOR INDUSTRIAL CLEANUP 178 EZ-5A LEAD —COMMERCIAL 15 10 0 TO 1 6 EZ-513 LEAD —COMMERCIAL 30 10 0 TO 1 11 EZ-5C LEAD —COMMERCIAL 65 10 0 TO 1 24 EZ-6A LEAD —COMMERCIAL 35 10 0 TO 1 13 EZ-6B PCBs/LEAD—COMMERCIAL 10 10 0 TO 1 4 EZ-6C PCB —COMMERCIAL 10 10 1 TO 4 11 EZ-6D LEAD —COMMERCIAL 75 10 0 TO 1 28 EZ-6E LEAD —COMMERCIAL 25 10 0 TO 1 9 EZ-7 PCBs —COMMERCIAL 15 15 0 TO 1 8 TOTAL ADDITIONAL VOLUME TO BE EXCAVATED FOR COMMERCIAL CLEANUP 114 EZ-8 TPH—OILY SANDS* BENEATH FORMER TANKS (TO BE CONFIRMED) 100 (DIAMETER) 0 TO 1 291 EZ-9 TPH—OILY SANDS* BENEATH FORMER TANKS (TO BE CONFIRMED) 100 (DIAMETER) 0 TO 1 291 TOTAL ADDITIONAL VOLUME TO BE EXCAVATED BENEATH FORMER TANKS 582 DZ-1 TPH—BALLAST BENEATH TRACKS 700 8 0 TO 0.5 104 DZ-2 TPH—SOILS ALONG PIPELINE 800 3 0 TO 3 267 TOTAL VOLUME TO BE EXCAVATED IN DEMOLITION ZONES 371 OF TRUE CORNER * PREVIOUS RECORDS INDICATE SANDS UNDER TANKS MAY HAVE BEEN TREATED WITH OIL TO PREVENT TANK CORROSION. PRESENCE OR ABSENCE OF TOTAL PETROLEUM HYDROCARBONS (TPH) WITHIN THE SANDS WILL BE CONFIRMED BY OTHERS. MODIFIED FROM A HART CROWSER BASE MAP DATED JUNE 27, 1997. - I ORDINARY HIGH WATER MARK - - - - - 200' SHORELINE SETBACK MINIMUM EXCAVATION ZONE LOCATION AND NUMBER ADDITIONAL EXCAVATION ZONE LOCATION AND NUMBER (TO BE CONFIRMED) DZ-1 RAILROAD TRACK TO BE DEMOLISHED AND REMOVED DZ-2 wowm FO FUEL OIL PIPELINE TO BE DEMOLISHED AND REMOVED 011 SHORELINE PERMIT EXHIBIT A WINEMAN ENVIRONMENTAL CONSULTING AliG 0 4 '7yy c3 L Project No. 97001-4 July 1998 1 ✓ f .n , ,, -� AI�pOVER f IN U RI L 4RK N0 1 ! ul.Itv CHRISTENSEN RD ? aka s B i3Nw�kN� •' ✓f'E EGY, i Y. 6/LL/AM ,- 39NrN' ••� w u as CRAM ---- ------ ,IMN ' o �1 A311VA 1S3M j . � rn 0a �'�'I'!•+'J o � ' I I Qp ES. 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J �.'�• �' 1 a I 'r • I -� ��� 4 §� �Q��I rL'• L� k. • — ceir _ . J J - (AVE.—•—••—•S.W. _.�.._ '� _.—. — ! .ala��•I y-!'� 1 1� { 11 t ~ Ir �1(II------A-� nl AgoL � �7- AKA ` �.�,� A ) e N W •J W rw a° m kL�I g �I O Z I msr AVEt e . N ,++ s. s r 1 r °° r'_ .. � n .�� I I AVE S CITY L;i"t ° �Ll rn LN rnm� T.ODK- FOP — 14 3� 'IEW SLIP JOINT BETWEEN CONST. ON EXIST. CONC. ROOF, AND NEW STEEL ROOF CONST. (TYP) PROVIDE CUT OUT FOR 10' - 0'-- HYAG ACCESS. GOORD. W/ MECH. NEW STL ROOFING OVER 2'-10' NEW R-21 IN5UL. (TYP) 12 REMOVE EXIST. ROOFING ON INTERIOR 'TIDE OF NEW ROOF#ACIA A W. PREP AND PAINT PER SCNEDW-E. _ - - ...- PAT 32 -6' TOG SECTION ,a AND MSUL1WEPAIR AS REa BY NNEOW CONST ` PAINTED STL I `F`xl �VF � COL t BEAM NEW SUSP. GEIL ' EXIST. C%BX SOFFIT. PATCH, EXIST. CONC. CC L. REPAIR/REPAINT 56 P•LAM TOP W/ WOOD TRIM. e .GaX 'h RUB. BABE END OF EX ST. SLAB NEW BASE t UPPER CABINETS 1/4' : 1'-0' - F2 A30 STEEL ROOFIN3 OVER R-21 A3 / SR�L D ANION OVER 1 STL. JOISTS 24' O STUCCO FMIVER GYP. S1.IEATI.L O 2 X FRAMMG CtROUT CLOSURE. BRICK VENEER OVER IAIR SPACE OVER GYP. Sr•iEATN. --� NEW 3-1/2' C WALK OVER C+RAVEL BSI STRUT. STEEL DEC ON OPEN -Wee Sn I-NSTa. S/8' CsBX ON 2 X STL FRAMING W/ 33 R-15 BATT IN&JL. a30 YsIM � SECTIOD 1/4' 3-1/2' REM. CONC. OVER & MIL VAPC OVER COMP GRA' FILL. R-11 RIGID INSUL 0 PERIMETER SLAB (TYP) SECTION ST. CsL II tiL CaL SOUTH ELEVATION . 0 UNINSULAT ED AREAS SIZE TO MATCH INSUL TNIGC 4ESS. 6TUCC0 FIN16i; OVER 2 X ST'L FRAM .N6 CLEAR M6UL 3LA66 PATIO DOOR SITELITES AND TRANSOM LITE. NEW 3-I/2' CCNC. PATIO OVER b' C;d��VEL BASE. 2 �2 3'-01 NEW STEEL ROOFIWx 2 STL FRAME FURRING AT NON- INZL a m RCOF EXTENSIION8 (TrP) Qr T.ODK c0 FOP NEW BRICK . VENEER MATCH EXIST. MATERIAL t COARSMG. T.O. CURB FIN. FLR -� SECTION E3 1/4' 14 3' -0. STEEL ROOFMG :)VER R-21 RIGID MSULATI OVER STEEL DECI MG a 3 4�67XMCITEEL DECK ON OP -WEB STL FOF JOISTS 5/8' XONs x STL MG u v R-m TT MSUL. � 4 e � P.LAM CABS. SECTION F F-1 111F7 F I 4083 REGISTERED DALRYMPLE & ASSOCIATES ARCH E C T SPACE PLANNING * INTERIOR DESIGN GO©E NOTES R(]BERT L YM L iS 8ec-ond Avenue, Suits -12m 5/12/98 STATE OF WA N f0 Seattle WA 98104 • (206)622-6261 No. REVISION BY APP'D DATE ci NEV STUCCO FACIA 9' NEW FACIA, COPING CRICKET t FLASH EXIST. NPOF TO REMAIN PAT WA*PAIR AS REQ EXIST. BUILDING FRONT AND CANOPY. 7 wA e NEW CONC. PATIO, NEW HVAC EQUIP. SCREEN. COOFZD SIZE AND NEW FACIA, COPING — CRICKET t FLASH EXIST RDOF TO REMAI'q 1 PATC4I/REPAIR AS REc 1 m � I EXIST. BRICK NEW ENTRY II ASSEMBLY --� � e EXIST. FIN. FLR n� , LOCATION W/ MECN. SEE BLDG 2W PLANS — u FOR DETAILS. to ROOF ACCE88 W/ DER. tD. LOCATION STEEL COL. REMOVE/REPI- 4CE (n CONC. BASE a EXIST- 5L. ZINC% AS-,;M. W/ NEW AL 1`1 F E UNITS W/ R. I SUL GL. LUEST ELEVATION 3' -9' SECTION C 1/4' V-0• NORTH ELEVATION DESIGNED: RED DRAWN: DRAWN BY RECOMMENDED: RECOM BY APPROVED: APPR BY CHECKED: - CHKED BY SCALE: t NOTED k CONTRACT No: King County my NEW EIF COL. BASES I CI ! m 101 �m11"'MI► r� 12 oLi - _ - - X I-z 00 ' 2 (1) = Z O BUR v lic> 40 Z 'v -: W LLT N J TOP OF CURB < FIN. FLR f X �"�► � 1 j� ;; ti Q Z DEPARTMENT OF NATURAL RESOURCES DATE' MAINTENANCE BUILDING 1 1 /5/97 FILE NO: EXTERIOR ELEVATIONS DRAWING NO: A SECTIONS 1l0e SHEET NO: OF go 0 3' -Q►' 3' -P>' MAN 'fAm!tir - GTI 1-\C 1/6. a 11-0. TS GLAZING FRAME W/ POLYCARBONITE 3 le i m I. I 1 � STL COPING 4 TRIM STL. ROOF DECK PT. NAILER5 STL PURLIN �[DETIAIL 11 =11 1- - Gooi�i �i EAST ELEVATION - Fuelingg 5t!at12n V4' . 1'-& 2 STL. ROOF DECK PT. +I4 ER5 8 4N � 11/2' L3. STL GOf'INCs < TRIM, CsUTTERB t D.S. Gutter 21 Dr STL. FACIA TO MATCH ROOF. jj STANDING SEAM STL ROOF OVER `,3o4 PT WO SLEEPERS OVER STL FRAME (TYP). 191-(0' TUBE STL BRACE. t2 STL '1' BM AND COLS. A30 a 3 E SECTION I - Fuesling Station -South V4 . 11.6. POLYCARB. GLAZING ALUM. GLAZING FRAME i u 2 X 3 5TL TUBE FRAME.;Q POLYCARB. GLAZING DE7-41L - � DE T 4 1 L 1 = 1�-0 0 STL. PURL IN 5%. ROOF BM. X Q 2 X 3 STL TUBE FR. q OF TUBE FRAME, COL., AND ROOF BM =e)l '►'i-.A==k GL AZING 2' !21 21 STL FACIA ' t FORMED GUitrra X&F. EXIST. CON(_ WALK AND CURB. PATC 4 AS REQ. _ 24'-0' STANDING SEAM STL ROOF (TYP) 3'-3' 12' 50. CONC. SURROUND (TYP) W/ I' CHAMFER ALL EDGES 0 I) II FIN. SLAB SOUTH ELEVATION - Shelter 1/4' . P-0' 12 SECTION 2 - Shelter V4' . 1'-0' F'QII L1r AZ. 1 X35TL TU E —3"X�o'X14°5TL PL UJ/ 2-5/ " OD GAL V. AB T TO UJ/ EXPA . SLEEVE TO CON . PAVING. L CONC. FA DETAIL &111111� �� STANDING SEAM 5TL ROOF OVER STL PURLIN STL. ROOF UJ/ PT. UJD NAILER t POLYCARB. GLAZING 11_�11 DECK FACIA. 2 X 3 STL TUBE FRAME. L 41� Qu ACCESS NOTCI-I IN CJ 2 ALUM. GLAZING FRAME. VERT. TUBE FRAME PT. NAILERS Vi MOUNTING TAB (TYP) j AND FURRING 4/ RE FOR 1/2' MBLT. a — STL PURLIN UJ/ 2 X 4 STL COL UJ/ CONC X 1/55TL CLIP (TYP). 2 X 3 5TL TUBE FRAM SURROUND UJ/ 1" X STL PURLIN LOJ 2" 3' X 1/4' STL TAB 45° CI•-IAMFER Z } OF COL. t TUBE FRAME BO E FOR 1/2" MBLT. _ TOP AND L 00 8 S+�I AS REQ. - VERT. EDGES (TYP. 00 M Lie 5TL BM. STL COPING TRIM 1 MAX `' M Z o - TO MATCH ROOF. CONT. 5' 60. ALUM BAR CO T. FILLET WELD J 1"� 1 , i � � .W a i TO COL. :` '--.� w N w SPACE TYP ALL EDGES. ::...��`-� z N V J V) TA I L Fu� r li n [DET41L Eave IDET41L Edes EDET,41L-Mull er Col . DE1T40L a lDE1T1-40111..__ 12 22 _ _I ( _ _ _ _ _ I & 1= 1 -0 1- 1 -2 - 1- 1 - DESrAED: CHECKED: DEPARTMENT OF NATURAL RESOURCES DATE: 4083 REGISTERED DALRYMPLE & ASSOCIATES RED CHKED BY MAINTENANCE BUILDING & ANNEX 1 1 /5/97 CT SPACE PLANNING s IN7MOR DESIGN DRAWN: SCALE: FILE NO: DRAWN By CC* ® D ETAI DS DRA GEf�ERAL_WING N0: E NGT 615 Second Avenue, Suite 720 RECOMMENDED: NOTED Seattle WA 98104 s (206)622-6261 RECOM BY CONTRACT NO: King Cou aty A 3 0 4 �___. �- �, 1 � � � 1 __./ No. REVISION BY APP D DATE APPROVED: SHEET N0: 0 APPR BY C V _5ff ll� 4 3 1 2 A ¢T AMr-,1),L1_ c= ^"i STL ROOF W/ :UTTER C I E 3 ' NEW MECHANICAL EQUIPMENT SCREEN GOORD. LOCATION, SIZE, NE=IJ ROOF AND FACIA BEYOND. DETAILS W/ MECH. ENG. NEW MEMBRANE ROOFING OVER ' NEW R-21 ROOF N6ULATION Z / 1. NEW 15RICK INFILL. In r0 ,1%/ %% MATCH EXIST. MATER two AND COAR51w-%. EXIST BRICK X'4 �, ST RI K NEW STUCCO FACIA W/ WINDOWS F PITCHED ALUM. ROOF W/ 3'-0'w ACCESS DOOR �A) 0 12 �m �SIM T.O. BM -' w = W d) AND DOOR IN EXIST. OPEN 3 EXIST BRIG+� C�1 0 FINFLR .7*-- -7 N A30 \ 1 .36 SOUTH ELEVATION G PAINTED 5TL COPIN3, TRIM (TT fz) STUCCO A3 A9� NEW ROOFING 4 R-21 INS Ci STL COL. W/ - GONG w EXIST. t 5URROUND 0 '`'/ 5RICK CCN5T. (TYP) p NEW H05E IB WEST ELEVATION 1JL1 � 1 NAt/-11 A1111- A I t/11 11 C>lMC�IT L/"OI-C►1 4'-0" NEW STL. ROOF OVER i2 1/2' CDX PLY 5HEATW OVER 2 X STL FURRING JOISTS ol 24' O Aim STROC, STL DECK (TYPJ. PAINTED 5 L. BRIDGING AS REQ. GUTTER, FL Iwx 1(- � _ 0 SOUTH ELEVATION I `—NEW STUCCO NEW STL. ROOF OVER 34 1/2' CDX PLY SHEATH OVER A ' 1 R-21 RIGID INSUL I OVER 5TRUC. 5TL DECK (TYP) PAINTED ST. COPNG 3'-0' 12'-1' 4'-9' FLA5HINCx, t TRIM i2 5TL FURRING JOISTS STUCCO FACIA NON INSUL. AREAS (TYP) PAINTED 5TL. 12 NEW CRICKET. GUTTER, FLASHING 9 3 NEW R-21 ROOF INSUL. AND D S. ROOF MEMBRANE. _ 5TL FURRING JOIST' NEW ROOF CRICKET TO EXIST. ROOT DECK EAST ELEVATION - Above Vehicle Shelter PAINTED STL COPINci, TRIM (TYP) C STUCCO � ­_ NEW ROOF CRICKET TO EXIST. RUG- DECK NORTH ELEVATION - Day Room Extt:nsion NEW PATIO CANOPY 14EW FUEILING STATION CANOPY ,SEE SHEET A304. NEW OJT. COILING DOOR IN EXOXIST. FOENW.% !01/ w� 0 I NON INSUL. AREAS (TYP) i 2 X FRAMING W/ I i -; 19 INSUL ( P) PAINTED 5TL. COL. NEW 5USP. CEILL PAINTED STL CEIL, TRUSSES, BEAMS, NEW SUSP. CEIL STUCCW0 FACIA NEW SUSP. CEIL AND COLS. SOFFIT t TRUSSES, 5TL BEAMS, TRIM AND CEILING DECK EXIT. STRLr_. STUCCO FACIA SOFFIT 4 TRIM GBX 32 0 32 A301 0 AF> 6AA 0 EXIST. CMU WALL. WD. SILL AND TRIM OPEN EXIST CMU. PATCH/REPAIR/REPAINT W NEW 5% COL. GBX W/ CONCRETE 2 X FRAMING W) PATCH/REPAIR/REPAINT. — 0 0 Z BUD R-19 INSUL (TY ) Z GONG. SURROUNDS. W RUB. BASE. = O 0 U_ 0 Z UQ EXIST. PAVING. PATCH/ NEW CONC. SLAB ON GRADE EXIST. CONC. SLAB. .IVl 1.z N LLI REPAIR, RESTRIPE. 10` SECTION - Vehicle Shelter SECTION - Patio SECTION - Break Rl.�om C 1 B v4a . 11-¢�I A ._ 1 LKH 181 l a Z 1/4 s 1 -0 1/4 - 1 -0 DESIGNED: CHECKED: DEPARTMENT OF NATURAL RESOURCES DATE: 4083 REGISTERED RED CHKED BY 2/1 /98 DALRYMPLE & ASSOCIATES MAINTENANCE ANNEX ARCH CT SPACE PLANNING * INTERIOR DESIGN DRAWN: SCALE:' FILE NO: ® DRAWN BY EXTERIOR ELEVATIONS DRAWING N0: RECOMMENDED: NOTED 615 Second Avenue, Suite 720 cc, iSECTIONS / AN MODIFIGATIONS p 5/12/g3 STATE OF WASHTON Seattle WA 98104 * 206)622-6261 RECOM BY CONTRACT NO: King County A 2 0 3 CODE NOTES PLAN B � APPROVED: SHEET N0: OF No. REVISION BY APP'D DATE APPR BY (� 11 /21 A B C D E F G H 5 4 3 2 A C p E A ♦ ♦ F G H 5 4 3 2 1 52 X 1ST. GONG. CURB oI I EXIST. PAVING) -�-- PATCH/REPAIR AS REQ. PROVIDE NEW Ie SEAL COAT, RESTRIPE FOR CART PARKING PER KC ENG. PROTECT e EXIST. IRRIG. CONTROL z LINES.s-- �I z I( — ___F I i i I I NEW IC SEE r�IC AS RE I NEW (o" VC SLEEVES B CONC. FOR SPRINKLER TROL WIRE (TYP) No. BROOM FIN. W/ TOOLED EDGE. =R) 3 -1/2 " GONG. 5LA8 W/ " X (0° 10/10 WWF O\,/E R COMP. GRAN. FILL, z DEt,4IL - UJa Ikway Edcle �— EX15T EAVE LINE --------------------------------- i I I I I I? I I� (Z I I I TC44 BASIN---------------� Li r--- 1 44. MOD I P T /rl ^fe CXI� i . fi-',4VCi ICi't i I I" PEMOVE/RELOCATE EXIST. LANDSCAPE FiROt i PROJ. AREA. MOD IFY/RELOCATE/ PROTECT EXIST. IRRIGATION SY5TEI" I AS REQ. COORD. W/ KC. ENGINEER. 1 EXIST. CURB AND PAVING — NEW FREEZE -PROOF j MODIFY AS REQ. TO HOSE BIB. INSTALL CANOPY. i SEE MECH. REMOVE EXIST. GONG. COORD. W/ KC ENGINEER. -_ -�-� --- ---- ---- WALK AS REQ. PREP FOR �— EXIST. EAVE LINE I NEW LANDSCAPE (8.0.) 1 `� y W W W J A y I 1 11 ERIF 1 W W W W I W NEW RROOP ACC1:SS LADDER L— — — — — — — — — — — — — A f CzN W EXIST. GONG. WALK - u. v 2 I EX15T. I W NEW BROO N. GONG W/ �� S1" BOOTH. CONC. 50 W (1 yp) I �C. I SMOOTH GONG. RD E R (TYF) � y y � y W W I SLAB N. , I W REMAIN. Iw W W W W W W��._ NOTE 1: EXIST. IRRIGAF�' `w lCi C� --z- z -zJ" NODIFY E I T. LANDSG. NC. WALKW(TWYf�) ( _ = W W W W W AND IRRI A�ION SYSTEI SYSTEM TO BE EXTENDED W W W W W W TO NEW LANDSCAPE AREAS IST. UNDER- \W W W W W W W 1i�0� NEW G SPR I NK:L E � GONG. BY KC, COORD AS IREQ. �. W W W W W W W/ KC ENG CONTR IRE (TYP) W _ _ EXIST UN1 - W W W W •W . I �OVIDE/INSTAL , _ — — - W �GIROIND y INK ER NOTE 2: EXIST_ UNDERGROUND NE: OD PVC W W =m' W W W W y W y ( Y P) W W W W SPRINKLER SYSTEM IS TO BE SI.EEv ELOW GONG. SE ETAIL5r, SWEET .A-�r 04' W PROTECTED DURING CONST. ANY FOR SPRIN CONTROL w W W W W W W W W DAMAGE INCURRED IS TO BE WIRE (TYP) l7 W W W W W W W REPAIRED AT GEN. CONTRACTORS CD/A�/C W W W W y • `Y `�' W W �( W W W W EXPENSE. V —r— �-- C SITE PLAN - Maintenance Annex /� W W 1 ° = 101 W W 1113 REGISTERED ARQ,44 TECT v TATE REVISION DALRYMPLE & ASSOCIATES SPACE PLANNING + INTERIOR DESIGN 60 8eoond A muse butte 120 • Seattle WA 68104 • (206)622-6261 A v B C p I ALUM. ROOF COVEF'ING. ALUM. ANGLE 5UPPOFT FRAME. ALUM. LOUVERS MATCH EXIST. MAT. AND FIN. (SEE ADMIN. BLD(S.) NEW CURB (CONT) C NEW INSUL 4 ROOF MEMBRANE. EX15T. CONC. ROOF DECK DET,41L - \/ 5ua l 5Creer, I= 1'-011 ACCESS LADDER ANGLE FRAME BOLT W/ NEOPRENE WANSERS SBS FLA544ING FASTENED 6 8" O,.C, NEOPRENE PAD METAL CAP SECURED a 24" CC. W/ SCREWS W/ NEOPRENE WA6+4ER5 SBS MODIFIED MEMBRRANE FLAS4-4. PLY 6" MIN ON FIELD. BASE F AS4-4. PLY 3" MIN ON FIELD FIBER CANT ADI4ERED TO NAILER SBS MODIFIED MEMBRANE r- ELT PLIES - STAGGER JOINTS Z SPEC. EDET,41L - EeL�ie, eL�p.ecr N.T.S. STANDARD DETAIL M51­4G-32 'ROM ACCESS LADDER TO NEW EQUIP AREA, NEW VISUAL SCREENING FOR NEW COORD 61ZE 4LOCATION W/PMENT. MECk 3 NEW ROOFING AND I REMOVE EX15TING S FI 11c,Lllllr F��J=ram C� NEW DECK CANOPI'._'- = 201 SEE 5I-4T. A304 ROOF PLAN - Maintenance Annex T I ON ML. 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SITE PLAN - Maintenance Buildini 1" = 10' EXIST. PAVING. 6' X 18' CONC. CURB 3' CONC. SLAB W/ 6' X 6' 10/10 WWF OVER COMP. GRAN. FILL. BROOM FIN. W/ TOOLEG EDGES 2-1*4 REBAR ( DETAII 1" = 1'-01 DALRYMPLE & ASSOCIATES SPACE PLANNING + INTERIOR DESIGN 616 6e00nd Avemse, butte 120 Seattle WA W61104 « (206)622-6261 JW 3' CONC. SLAB W/ (c' X 6' 10/10 WWF OVER COMP. GRAN. FILL. BROOM FIN. W/ TOOLED EDGES DETA lu = 1'-0' NEW ROOF ACCESS LADDER NEW STUCCO GALV. MTL FLASH AND COUNTER FLASH. NEW ROOF MEMBRANE TO PATCH INTO EXIST. BALLASTED EPDM. \� NEW ROOF INSUL 5/8' PLY DECKING—," 2 X FRAMING ----/ REMOVE EXIST. ROOFING BEYOND INTERFACE W/ NEW ROOFING. EXIST CONC, ROOF DECK IL - Walkway E�dee ��E�AfL -Roof NEW LOUVEf .ED VISUAL SCREEN W/ WEATHER PZZOTECTIVE ROOF. VERIFY LOCATIONS 4 SIZES W/ ENGINEER. —, �-- NEW ROOF TRAFFIC PADS CONT. FR;)M A �._. VE FY PATH AND DIMENSIONS W/ E-.NG. NEW STL ROOFING% GUTTERS AND DOWNSPOUTS, COPING, FLASHI 4 COUNTERFLASHING. REMOVE EXISTING FLASHING ROOFING, INSULATION REQ. FOR NEW WORK, PREP DECFOR NEW MATERIALS. PATCH, RE AIR AS REQ. TO ACHIEVE SUITABLE ATHERTIGHT FINISH. NEW BALL T.EPOM ROOFING. INTEGRATE W/ EXIST ING AS REQUIRED. QOO CLAN - Maintenance Building 1 20' C. King Coi mty EXIST. BAL�ASTED ROOFING. DETAIL - Roof 0 5 4 3 2 A B C I D E F G 0,1L� O O® I I I I I I ( I -- - - - I METER REPLEGEND AIR TOP OF WALL EQUI �..1 ENT I EX15T. WALL TO REMAIN ,a -2' ' SECU I I P�IRGHA31NGz/ I I i I C--------- EXIST, WALL TO REMOVE NEW FRAME WALL t NX CsB 1 L g� T ( NEW BRICK VENEER WALL ND TP MO — — — NEW ACOU5TIC FRAME WALL NEW 6 x 8 x 16 Gi1U WALL. 1--T W. 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FACIA 5R SHOWER ROD/CURTAINS'-m' 15'-0' 1'-'1 I/2' TP TOILET PAPER W 6I-� � WASHER REFERENCE PLAN �, FLOOR PLAN J`L z 3 DESIGNED: CHECKED: DEPARTMENT OF NATURAL RESOURCES DATE: 4083 REGISTERED ARCHIT CT DALRYMPLE & ASSOCIATES RED RED MAINTENANCE BUILDING DRAWN: SCALE. + SPACE PLANNING * INTERIOR DESIGN �! FlLE N0: RED FLOOR PLAN ROBERT DA RY PL ® RECOMMENDEO: AS NOTED STATE OF WAS TON 615 Second Avenue. Suite 720 DRAWING N0: Seattle WA 98104 * (205)622-6261 RED CONTRACT NO: King County ENLARGED FLOOR PLAN A —10 2 APPROVED: No. REVISION BY APP'D DATE I APPR BY SHEET N0: 017