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HomeMy WebLinkAboutLarge Format0 0 zT-z F -00o cn I �_ X � � W m \ 1 1 11 � 11 1 Z� o / — z r F: OD y I 1 (n�I < _ - _ _ ooQQaoy QQQoo I y y i _ y. y y ' 'I' ' 1 / _ /1" _ i - l" 1Q _ ' ' '.' Uy �Q� UQQQQi ' �" y _ /-- y_EXISTING FIRE HYDRANT - , yyff _ �- _ ECOLOGY BLOCK , BARRIER WALL WORK L11T 1,_ _" _ 1 111 ECOLOGY BLOCK 1N BARRIER WALL -WOR1� LIMITS- �1 1 _ BOEING \ 1 _ Vi EXISTING FIRF-''' ". �_-'"'-'1,�--" N1 RECEIVING HYDRANT 1 1 - 1 1u AREA / _1 l - ' NEW PIV O _ 11 _ Q 1 `1 EXISTING PIV (3) EXISTING SANI RY ° ° ° - �1 SEWER PUMP STATION 1 " 1 — / 1 QQQQ ° 1 N o a QQ ° ® 1 0 O _ ,' � _ / " , / �`" - / _ ," Q� I.1 �--�-`� _ _ -111 _..- -- - - ' ,,,.'°'•- � QQ °° ® � �N EXISTING PIV (2) NEW FIRE_ HYDRANT SYM I REVISION I BY I APPROVED I DATE ( SYM 200' SETBACK FR M � ORDINARY HIGH WATER MARK (ESTIMATED) ua9[.y[o 12 BY I APPROVED I DATE DRAWN DATE SUBTITLE ACCEPTABILITY B. ANDERSON 4.23.13 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED T. STORY 4.23.13 ENGINEER TITLE APPROVED BY DEPT. DATE T. STORY 4.23.13 CHECKED C. LINDEN 4.23.13 M KA -VICTIM('_ mw (1i m� C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 I rnrKln So EXISTING LIGHT STANDARD 0 EXISTING BOLLARD G BOLLARD ® EXISTING POST INDICATOR VALVE ® NEW POST INDICATOR VALVE �:C EXISTING FIRE HYDRANT NEW FIRE HYDRANT PEDESTRIAN PATHWAY PARKING STALL COUNT STANDARD STALLS REMOVED = 72 STANDARD STALLS ADDED = 20 PROJECT INFORMATION PROJECT OWNER: THE BOEING COMPANY PROJECT NAME: VERTICAL PANEL ASSEMBLY LINE (VPAL) PARCEL NUMBER: 0723059001 KEY PLAN SCALE : NONE A B C D E F G H J K L A/;r ? /ij FIGURE 113 �.®• Iyer er 33301 9th Avenue South, Suite 300 NOT FOR CONSTRUCTION Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-22-2250 CURRENT REVISION SYMBOL DATE SITE PLAN W1608724 4.23.13 SHEET VPAL SEPA C08-1 1 B BUILDING 04-020 JOB N0. COMP NO. 556768-01 RENTON DWG NO. 04-020-CO81 No 491 / MATCH LINE - FOR CONTINUATION SEE SHEET C11 E - , -----Tr - - ---�- - - -. - - - - .� TOP 16.4 No- n No. 489 PMH f HH co- BOT 512.2 5 / No 4800 S.0 L� s.0 No. 465 CB W/VALVE CAP RIM16.6 ` ROws, STORM VAUL ` H No.CB - 4601\ TOP 16.5 UTO / � cp- r' TOP 18.37 1 TOP II1 8 8 1 11 TOP VALVE CAP 15.2 1 / INV N 13.7 P / s INV n INV N 13.0+ ` 11 �, INV N 13.x\ BOT 15.7 UP- / No. 482 S 13.5± HI INV S 13.7 \ 3.5 a�, 11 / C134-72 INV SW 14.0± ` 11 \WL 1. RIM 18.38 INV E 14.6± \BOT 11.0 & 6 INV N 12.4± \-A i 1 C\ � � � ` � � � / INV SW 14.0± �S o, w, T / \ BOT 10.7 1 1 \ �� " �� n / INV E 11.4± 7.9 ` 11 1 \ 1 u �� INV S 0 12"C 1 \ 1 No. 489A ` Q/ 14"ID - \ 1 CB -1 r� S.0 INV W 12.2± S TOP TBD / �� BO 0 STS 0 0 S� ° 1 18.1 INV E TBD BOT TBD s / No. 486 0 18.1 CB -1I � 18.4 0 18.1 � 4"\D o` 18.3 0 18.3 SSS \1 \ 1 I INV N 13.7 I INV E 13.7VH ISIS CO BOT 12.7 `" 1 1 r' ` ` , \ C \ \ \ 4 4 No. \ 1 I 15' � \ \ 1 \ \ WH 1 2 1 1 1 1 1 \ 18.81 j 1 \ 1 i CB -1148 \ IIj V NE \\15.8 I \ \\ 11 11 \I \\ CB T P, MAT H- -EX. , BBOT 14.3 \ 1 \ 1 1 \ \ ,n , 1 1 v 1 1 `IN.V- E;12.40 v 1 v \ 1 No. 490\ \ 1 .>(`_INV S -j2.40 C -II -6d 1 -�" \ INV W=12.40 101' 17.1 CPT INND CONNECT J 4\k N "12. \ \ 1T01 EXISTI�G 15"\1C INV\S 12.6\ 1 \ INV \� 12.5\I BOT \10.5 1 1 \ 1 1Ln AE VAULT\ \ \ \ 1 \ / N o 88B / I 1'2.27 CV V N 12.27 / OT 10.7 CO F- I / (,n LU co- \ 1 \ 1 1 LQ \ 01 L J 85 U / 200 SETBACK \ 1 1 �' �� 1 \ \ © \ CB -I 1 , z / FROM ORDINARY , '1 11 \I --'� \ \I 1 �% 1 \ \I \ o TOP 19.0 ® HIGH WATER MARK \\ \I ` - \ \\ \I 1 ��\ .2 \ 1 C -1- INV NE_J- --2 1 1 , 1 00, \ 8 Q (ESTIMATED) ` \ _.�--' � 3 \ , , � 1 CB TOP=MATCH EX. INV N=12.94 91 INV=1 .76 \ \ \I \ �1 \ 2 s INV S 12.94-.' z 1 co; \ 1 n ` . - \ \ 1 �- R 35 �O No. 46 ` CLQ N -OUT 18.9N SD 1%�C3 ® NO. ` 1 �; \ 1 CB -I \ CB -I 48 1 1 LL_CB TOP' -M TCH EX. ` \ 1 \ TOP 18. ` INV=16.2 \ i� r , 1 \ 1 1 1 1 \ INV S 14.4 1 1 LIJ I INV N=12.78 \ i , - 1 \ \ \ INV N 14. 111\ z \ \ \ \ 1 r ,1 _ INV E=12.78 ��-�' �, 5 1 1 1 \ 1 \ � BOT 13.5 _j I INV W=13.78 ` N UO wv 5 SG /�, `n WV SEC �1 SEC 12A \ \1 \i 4 CB -11-48 06`- i Z v3 CB TOP=MATCH EX8 f ©W\ UNNAMED INV N-13.18 \ \ N\ \I 1 `SES 1 \ WV - - n \ �. WV 2B` 1 7 INV S=1 �8 1 -�, \\ \r_-1 1 SLC 11-2 i , \ \ 0' i SEC , W=15 90\� \ �� - "\ \ - �\ - ", 1, _ ` 11 \ 1\ 1\ UNNAMED 1 `' \ \ r' 1 \- \ S. \r, 1 1 1 HI 11 \ N TOP 19.20 op_ _ ,1ad o '49 2 B , ,1 WV INV E 16.20 CW _8 c UP ""\ \1 \ -� F o- _a \ No. 466 TOP 19.04 i INV N 13.61 NDN' z r`� CB -II -48 12' _ 1 PBN 50% ` "1 _ a 1 \ \ TOP 19.3 ` INV SE 14.45 , 8' CW L VF �0' �° - ,"_! i r'"�\ y,v 1 � 59 2 \ \ - \ y, INV S 13.8 \ \ \ BOT 13.1 ---- , UP H- INV N 13.8 \ 1 \ \ u BOT 12.5 1 ✓fns \ \ 1 No. 467 \ \ \\ CB TOP 19.3 -� NV Ni 15 1 \ 1 1 \ \ \ 1 \ 11 11 UP o INV S 14.9 \ `�G 1 \\1N1, \ 1 P OP �, cr BOT 13.1 \ 11 1 L 1 1 1 \ - \ 1 \ \ 19.20 1NV 114 5 S 13.65 INV W 13.65 INV o 4 CB -11-48 o CBLII-48 1 S 13.65 CB TOP=MATCH EX. g \ ,.` \ \ \ n CB � OP=MATCH EXE \ INV N-13.23 INV N=13.5 INV S-13.23 \ INV S�13.5fi\,,"`1 1 2 INV_W-'-�-1-5811 1\ \1 \1 \1 \\ \1 1 \ \\ \\ \ \ 0 1 \ \ 1 1 \ \ 1 1 1 1 H H EXISTING 1 \ 1 4-20 z `� \ No. 468 CB -I `� TOP 19.2 \ 11 11 \1 \\ N \ 1\ BUILDING , 4 Paved Parking INV E 16.1 1 2 2 �- BOT 14.8 CB -1 5 0`� X35 \I 11 \NI 0 �u TOP 18.90 \ \ 1 \ 1\ 1\ 11 1 \ , _\ ` , \ \I - - ------ - .-. - �1 INV E 16.25 MATCH LINE - FOR CONTINUATION SEE SHEET C13E DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 SYM T REVISION BY APPROVED I DATE I SYM REVISION BY I APPROVED I DATE 1 GENERAL NOTES 1. VITRIFIED CLAY (VC) PIPE`: REPLACE VC PIPE AT TIE-IN CONNECTIONS AS REQUIRED TO ENSURE WATER -TIGHT CONNECTION AT TIE-IN POINTS OF CONNECTION. 2. PROVIDE 6 -INCH MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM DRAINAGE LINE CROSSINGS. 3. PROVIDE 6 -INCH MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM AND WATERLINE CROSSINGS, AND 18 -INCH VERTICAL CLEARANCE BETWEEN SANITARY SEWER AND WATER CROSSINGS. 4. GRADE TO DRAIN TO NEWLY INSTALLED AND EXISTING CATCH BASINS. 5. PROVIDE MEGALUGS ON ALL DOMESTIC WATER AND FIRE LINE FITTINGS AND BENDS IN ADDITION TO CONCRETE THRUST BLOCKING. 6. COORDINATE THE DECOMMISSIONING OF ALL EXISTING UTILITY CONNECTIONS TO THE BUILDING WITH BOEING PRIOR TO PERFORMING WORK. CONSTRUCTION NOTES j� PROVIDE 12 -INCH HDPE STORM DRAINAGE PIPE 2-�' PROVIDE 24 -INCH HDPE STORM DRAINAGE PIPE 3� PROVIDE 7 LF 4 -INCH PVC (SDR 35) STORM DRAINAGE PIPE ®0.207 ® PROVIDE 12 -INCH AWWA CLASS 52 DUCTILE IRON PIPE FIRE LINE EXISTING I PROVIDE 8 -INCH AWWA CLASS 52 DUCTILE IRON PIPE DOMESTIC WATER LINE 4-81 © SEE SHEET 0502 DETAIL BUILDING 7 PROVIDE 8- AND 12 -INCH, AS APPLICABLE, CLASS 52 F DUCTILE IRON 45' BEND (MJ) WITH THRUST BLOCKING - 0501 ® PROVIDE TYPE 2-48 CATCH BASIN, PER WSDOT STD PLAN B-10.20-01 PROVIDE 4 -INCH STORM DRAIN CLEANOUT EC501 10 PROVIDE 4 -8 -INCH AWWA CLASS 52 DUCTILE IRON PIPE PROVIDE COMPRESSED AIR LINE, SEE MECHANICAL PLANS PROVIDE 8 -INCH CLASS 52 DUCTILE IRON STORM DRAINAGE PIPE 13 CONNECT NEW 8 -INCH STORM DRAINAGE PIPE TO EXISTING CATCH BASIN. PLUG EXISTING CONNECTIONS AND REGROUT NEW PIPE END AT BASIN 14 PROVIDE 18 -INCH TEE AND 18 -INCH x 12 -INCH E REDUCER WITH 12 -INCH STORM DRAINAGE - 0501 CLEAN-OUT. D:: --:>PROVIDE 18 -INCH PVC (SDR 35) STORM DRAINAGE PIPE R>>VERIFY 4 -INCH VC BLDG CONNECTION. IF STILL IN SERVICE, EXTEND WITH 4 -INCH PVC AND PROVIDE CLEANOUT, WYE CONNECTION AT 24" STORMLINE. SEE ALSO REMOVAL NOTE 19 SHEET C12E-R 17 VERIFY 18 -INCH VC BLDG CONNECTION. IF STILL IN SERVICE, EXTEND WITH 18 -INCH PVC AND PROVIDE CLEANOUT, WYE CONNECTION AT 24" STORMLINE. SEE ALSO REMOVAL NOTE 20 SHEET C12E-R 18 SECTION 11 PIV, PROVIDE 12 -INCH POST INDICATOR A VALVE - 0501 KEY PLAN CO SCALE : NONE A B C D E F G H J K L 010 C11 1 \ C12 C13 \ - I 01401 - C15 e=" C16 W C17 8' SN 42� I C18 ° E 417 _ C19 0 ` I C20 T In \ _ 021 \ C22 \ C23 �r C24` C25 o 0 1 C26 �' --- C27 4 C28 C29 N1 � ' 030 20' 10' 0 20' 40' SEEM 111 SCALE IN FEET 2 l7,J IR JA ergei ABAM 33301 9th Avenue South, Suite 300 NOT FOR CONSTRUCTION Federal Way, Washington � (206) 431-2300 Fax: (206) 431-2250 (206)43-220 ZE E. Lr ACCEPTABILITY DRAWN B. ANDERSON DATE 4.23.13 SUBTITLE CURRENT REVISION PARTIAL SITE UTILITIES PLAN W1608724 SYMBOL DATE 04.23.13 4.23.13 04 WA THIS THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED T. STORY SHEET 4.23.13 APPROVED BY DEPT. DATE T. STORY CHECKED TITLE VPAL SEPA C1 2E 3A 4793 C. LINDEN APPROVED 4.23.13'BUILDINGJOB N0. 04020 COMP N0. +� GISTER s�ONAL � DWG NO. APPROVED V1KA RENTON RTN-YD-C12E DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 SYM I REVISION BY I APPROVED DATE I SYM REVISION MATCH LINE - FOR CONTINUATION SEE SHEET C`12E No. 46`) CB -I RIM 18.7 INVE 16.0 BOT 14.6 \ \ 1 \ 1 \ CB -I TOP 18.4 \ INV N 15.8 \ \ INV S 15.8 1 BOT 1,4.E --,\ 1 \ 1 \ k CLEAN-Od \ S. 1 \ 1 (� (-n1 INV 16.2 \ ( \ \ \ \ , \ 7i \ 50E No. 471 1 @ A- '\ \ \ \ \ ( \ \ CB -II -48 \ -, \ \ \ \ \ \ TOP 19.3 \ \ \ \ 1 \ ( INV S 14.1 \m \ No. \470 INV N 13.9 \ \\ \ \ CB -II -48 0,, WL 14.3 `4A-06\ TOP 19.2 L BOT 12.3 1 ISS LIFT STA. INV S 15.7 TOP 19.77 INV N 15.1 U') NV N 13.71 WL 15.4 1 \ \ \ \ \ BOT 13.6 \ \ \ \ \ \ 1 INV S 13.83 INV 4"FV S 16.94 \ \ \ \ \ \ \ BOT 9.67 \ 1 _ea\G G \ \ \ GG \ 1 \\ No. 463 \\ 1 TOP 18.7 A \ INV 7. 1 SS LIFT STA. No. 472 1 \ ', BOT N 51.70 0 \ \ CB -I \ \ .77 INV NTOP �1371 TOP 19.0 \N INV S 13.83 INV NE 17.0 INV 4H FM S 16.94 BOT 15.5 BOT 9.67 Conc 7 CB -II -48 8 3 1 \ \� � � VA CB TOP (SEE \ \ ( G \ 5 GENERAL NOTE INV N 13.87 INV W 13.87 \ G G G \ CB -II -48 8 r G \ G \ \ 7 CB TOP (SEE S. GENERAL NOTE 4) 0\ \\\ G\\ \\ \ G 1 1 O INV N 14.67 \5 INV W 14.67 CB -II -48 /� \ \ \ G CB TOP (SEE S. y GENERAL NOTE 4) \�\ INV N 16.65 INV S 15.63 INV E 15.63 VA No. 473 Cl U C13-1 \ �(� 1� U V U G \ \ \ G G \ (J G TOP 19.0 INV NE 16.9 BOT 15.4 Nun\ \ G 1\ MATCH LINE - FOR CONTINUATION SEE SHEET C14E BY I APPROVED I DATE GENERAL NOTES 1. VITRIFIED CLAY (VC) PIPES: REPLACE VC PIPE AT TIE-IN CONNECTIONS AS REQUIRED TO ENSURE WATER -TIGHT CONNECTION AT TIE-IN POINTS OF CONNECTION. 2. PROVIDE 6 -INCH MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM DRAINAGE LINE CROSSINGS. 3. PROVIDE 6 -INCH MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM AND WATERLINE CROSSINGS, AND 18 -INCH VERTICAL E X I S TI N G I CLEARANCE BETWEEN SANITARY SEWER AND WATER CROSSINGS. 4-81 4. GRADE TO DRAIN TO NEWLY INSTALLED AND EXISTING CATCH BASINS. BUILDING CONSTRUCTION NOTES PROVIDE 12 -INCH HDPE STORM DRAINAGE PIPE, SLOPE SUBJECT TO BOEING REVIEW OF UTILITIES LAYOUT AT FUTURE COMPRESSOR AND MAINTENANCE BUILDING SOUTH ADDITION. \\ ` 20 No. 474 \ \ 1 oc� 1 `\ 20' 10' 0 20' 40' 5.80 CB -I c, 5.70 TOP 19.0 4 INV NE 16.8 SCALE IN FEET BOT 15.4 � -- - FIGURE 313 BergerAl�.A10/I 33301 9th Avenue South, Suite 300 NOT FOR CONSTRUCTION Federal Way, Washington 98003-2600 (206)431-2300 Fax: (206) 431-22-2250 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE E L ACCEPTABILITY B. ANDERSON 4.23.13 PARTIAL SITE UTILITIES PLAN W1806724 04.23.13 � THIS DESIGN AND/OR CHECKED waslj� SPECIFICATION IS APPROVED T. STORY 4.23.13 TITLE SHEET o� APPROVED BY DEPT. DATE T. STORY 4.23.13 VPAL SEPA CHECKED C1 3E 3B C. LINDEN 4.23.13 !BUILDING 04-020 3 0 w� APPROVED - JOB N0. COMP N0. o�REN a���TERM �, W1806724 s�o ST APPROVED CIVIL MASTER RENTON DWG NO. RTN-YD-C13E @ 0.40% (MIN) PROVIDE 24 -INCH HDPE STORM DRAINAGE PIPE 3� PROVIDE 5 LF 4 -INCH PVC (SDR 35) STORM DRAINAGE PIPE @0.20% ® PROVIDE 12 -INCH AWWA CLASS 52 DUCTILE IRON PIPE PROVIDE 8 -INCH AWWA CLASS 52 DUCTILE IRON PIPE © PROVIDE 10 -INCH AWWA CLASS 52 DUCTILE IRON PIPE PER DETAIL, SEE SHEET C502 (1) 12 -INCH 45' BEND (MJ) W/ CONCRETE THRUST F BLOCKING PER DETAIL - C501 ® PROVIDE TYPE 2-48 CATCH BASIN, PER WSDOT STANDARD PLAN B-10.20-01 E 9� PROVIDE STORM DRAIN CLEANOUT - C501 10 CONNECT TO EXISTING PUMP STATION. MATCH EXISTING INVERT ELEVATION �-)V420 11 PROVIDE COMPRESSED AIR LINE, SEE MECHANICAL PLANS E M 12` PROVIDE 6 -INCH SANITARY SEWER CLEANOUT - C501 C3 13 PROVIDE 60 LF 6 -INCH PVC (SDR 35) SANITARY SEWER F- PIPE, SLOPE PIPE @ 2.0% (MIN). CONTACT ENGINEER IF LLJ W MINIMUM SLOPE CANNOT BE MET r U) 14 CONNECT NEW 12 -INCH PVC (SDR 35) TO EXISTING LU CATCH BASIN W ' Z 15 SEE DETAIL, SHEET C502 FC501 CO ® 16 PROVIDE (1) 12 -INCH 90' BEND (MJ) WITH THRUST BLOCKING Z 1-� PROVIDE TYPE 1 CATCH BASIN, PER WSDOT STD Z PLAN B-5.20-1 0 0 18 SEE MECHANICAL PLANS FOR CONTINUATION ry O 0 19 PROVIDE 8 -INCH CLASS 52 DUCTILE IRON STORM DRAINAGE PIPE LU F Z 20 PROVIDE (1) 8 -INCH 45' BEND (MJ) W/ CONCRETE _ C501 THRUST BLOCKING Z PROVIDE 6 -INCH HDPE RAIN LEADER CONNECTIONFROM E DOWNSPOUTS (SEE ARCHITECTURAL DRAWINGS) TO CATC BASIN. MIN SLOPE=50%. PROVIDE CLEANOUTS AT ENDS - C501 OF LINE OPROVIDE 6 -INCH DUCTILE IRON (CLASS 52) CONNECTION TO FOOTING DRAIN, MIN SLOPE=0.50% SUBJECT TO BOEING REVIEW OF UTILITIES LAYOUT AT FUTURE COMPRESSOR AND MAINTENANCE BUILDING SOUTH ADDITION. \\ ` 20 No. 474 \ \ 1 oc� 1 `\ 20' 10' 0 20' 40' 5.80 CB -I c, 5.70 TOP 19.0 4 INV NE 16.8 SCALE IN FEET BOT 15.4 � -- - FIGURE 313 BergerAl�.A10/I 33301 9th Avenue South, Suite 300 NOT FOR CONSTRUCTION Federal Way, Washington 98003-2600 (206)431-2300 Fax: (206) 431-22-2250 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE E L ACCEPTABILITY B. ANDERSON 4.23.13 PARTIAL SITE UTILITIES PLAN W1806724 04.23.13 � THIS DESIGN AND/OR CHECKED waslj� SPECIFICATION IS APPROVED T. STORY 4.23.13 TITLE SHEET o� APPROVED BY DEPT. DATE T. STORY 4.23.13 VPAL SEPA CHECKED C1 3E 3B C. LINDEN 4.23.13 !BUILDING 04-020 3 0 w� APPROVED - JOB N0. COMP N0. o�REN a���TERM �, W1806724 s�o ST APPROVED CIVIL MASTER RENTON DWG NO. RTN-YD-C13E ELECTRICAL SUBSTATION SOUTH ELEVATION SC ALE: 1/8" = 1'-0" ROOF 65'-6" EXISTING LEVEL 1 6 EXISTING ROOF PEAK 79'0" ELECTRICAL SUBSTATION - EAST ELEVATION 5B74 A SCALE: 1/8" = 1'-0" PREFINISHED METAL CORRUGATED SIDING 8'X 10 STEEL R DOOR - PAINT HOLLOW META CONCRETE CURB FRAME -PAINT CONCRETE CU LEVEL 1 � 0'-0" F 1 EHEC. SUBSTATION - NORTH ELEVATION 4A 4A SCALE: 1/8" = 1'-0" T 61 so] 11101 B Al 4-20 BUILDING - EAST ELEVATIONU z+AAK7 Aom%hE lr'2A U " FIA SCALE: 1" = 20'-0" 5A 4A NOT FOR CONSTRUCTION DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Author THIS DESIGN AND/OR CHECKED ARCHITECTURAL ELEVATIONS W1608724 SPECIFICATION IS APPROVED Checker SHEET 1=41F 0 ENGINEER TITLE APPROVED BY DEPT. DATE Designer VPAL: SEPA CHECKED APPROVED BUILDING 04-020 JOB NO. APPROVED ARCHITECTURAL MASTER RENTORWA DWG NO. The Miller Hull Partnership, LLP Architecture and Planning DATE 4.23.13 4A COMP NO. LEVEL 1 0'-011 LEVEL 1 0'-0" .1 S.3 S.2 S.1 S MAINTENANCE SCALE: 1/8" = 1'-0" BUILDING - NORTH ELEVATION GE S S.1 S.2 S.3 I MAINTENANCE BUILDING - SOUTH ELEVATION SCALE: 1/8" = 1'-0" SYM I REVISION I BY I APPROVED 0 F. - LO 0 LO FACE OF EXISTING 4-20 BUILDING PREFINISHED METAL CORRUGATED SIDING HOLLOW METAL DOOR AND FRAME - PAINT CONCRETE CURB PERIMETER OF MAINTENANCE BUILDING PREFINISHED METAL ROOFING (INTERNAL DOWNSPOUTS) PREFINISHED METAL CORRUGATED SIDING CONCRETE CUR[ MAINTENANCE BUILDING - EAST ELEVATION 5AI 4B SCALE: 1/8" = 1'-0" DATE I SYM I REVISION I BY I APPROVED I DATE Author THIS DESIGN AND/OR CHECKS SPECIFICATION IS APPROVED Checker ENGINE[ APPROVED BY FDEPT. I DATE IlDesianei mm SUBTITLE TITLE ARCHITECTURAL ELEVATIONS VPALSEPA BUILDING • CURRENT REVISION SYMBO W1608724 SHEET JOB NO D I I ARCHITECTURAL MASTER RENTORWA I DWG NO. LEVEL 1 0'-0" The Miller Hull Partnership, LLP Architecture and Planning DATE 4.23.13 4 mmffiwh 9-11 0 1 COMP NO.