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18-104436PROJECT TEAM OWNER: SOUTH KING FIRE & RESCUE 316171ST AVENUE FEDERAL WAY, WASHINGTON 98003 PHONE: 253-927-3118 ARCHITECT: RICE FERGUS MILLER, INC. 275 5TH STREET SUITE 100 BREMERTON, WA 98337 PHONE: (360) 377-8773 CONTACTED McMANAMNA EMAIL: emcmanamna@rfmarch.com CIVIL: REID MIDDLETON 728134TH STREET SW EVERETT, WASHINGTON 98204 PHONE: 425-741-3800 CONTACT: MARK DAVIS EMAIL: mdavis@reidmiddleton.com STRUCTURAL: REID MIDDLETON 728134TH STREET SW EVERETT, WASHINGTON 98204 PHONE: 425-741-3800 CONTACT: CORBIN HAMMER EMAIL: chammer@reidmiddleton.com MECHANICAL & PLUMBING: SIDER + BYERS 192 NICKERSON, SUITE 300 SEATTLE, WASHINGTON 98109 PHONE: 206-285-2966 CONTACT: JAMES WHIGHAM EMAIL: james@siderbyers.com ELECTRICAL: BEC ENGINEERS, INC 6021 12TH STREET E, SUITE 200 FIFE, WASHINGTON 98424 PHONE: 253-922-0446 CONTACT: CARRIE TAYLOR EMAIL: carrie.taylor@bceengineers.com ENVIRONMENTAL: EHS-INTERNATIONAL, INC 1011 SW KLICKITAT WAY, SUITE 104 SEATTLE, WASHINGTON 98134 PHONE: 206-381-1128 CONTACT: DERICA ESCAMILLA EMAIL: DericaE@ehsint.com SOUTH KING FIRE & RESCUE PROJECT DESCRIPTION GOVERNING CODES 2015 INTERNATIONAL BUILDING CODE (IBC) • WASHINGTON STATE AMENDMENTS, WAC 51-50 AND]RCW 19.27 & 70.92 ACCESSIBILITY CODE ICC/ANSI A117.1-2009 2015 INTERNATIONAL CODE (IRC) • WASHINGTON STATE AMENDMENTS, WAC 51-11R, 51-56 AND 296-46B 2015 INTERNATIONAL MECHANICAL CODE (IMC) WASHINGTON STATE AMENDMENTS, WAC 51-52 AND RCW 19.27 2015 INTERNATIONAL FIRE CODE (IFC) • WASHINGTON STATE AMENDMENTS, WAC 51-54A AND RCW 19.27 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) • WASHINGTON STATE AMENDMENTS, WAC 51-11R & 51-11C AND RCW 19.27 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2014 NATIONAL ELECTRICAL CODE • WASHINGTON STATE AMENDMENTS, WAC 296-43, 296-45 & 296-46B AND RCW 19.28 2015 UNIFORM PLUMBING CODE (UPC) • WASHINGTON STATE AMENDMENTS, WAC 51-56 AND RCW 19.27 PROJECT INFORMATION TAX PARCELS NUMBER: 202104-9148 AND 20214-9059 ZONING: CE - COMMERCIAL ENTERPRISE PER PERMIT# 17-100355-00-AD, NEW USE PERMITTED PURSUANT TO FWRC 19.240.130 ZONE AND USE REVIEW NEW ZONING: GOVERNMENT FACILITIES TOTAL SITE AREA 2.35 ACRES BUILDING 1 ADDRESS: 35100 PACIFIC HIGHWAY SOUTH, FEDERALWAY, WASHINGTON 98003 TYPE OF CONSTRUCTION VB-SPRINKLERED OCCUPANCY TYPE: B: OFFICE 3,389 SO FT S1: REPAIR 4,157 SO FT STORAGE 6,256 SO FT BUILDING HEIGHT: 27'-6" TOTAL GROSS FLOOR AREA APPROX 14,678 SO FT LEVEL 1 APPROX 9,500 SO FT LEVEL 2 APPROX 5,178 SOFT BUILDING 2 ADDRESS: 1351W SOUTH 351st STREET, FEDERALWAY, WASHINGTON 980031 TYPE OF CONSTRUCTION VB- NOT SPRINKLERED OCCUPANCY TYPE: B: OFFICE 1,390 SO FT S1: REPAIR 5,280 SO FT STORAGE 344 SO FT BUILDING HEIGHT: 29'-6" TOTAL EXIST GROSS FLOOR AREA APPROX 5,950 SOFT LEVEL 1 APPROX 5,000 SO FT LEVEL 2 APPROX 950 SO FT TOTAL NEW ADDITION BAY APPROX 1,942.5 SO FT FACILITY IMPROVEMENTS SCOPE OF WORK SITE IMPROVEMENTS: • SECURITY FENCING, GATES, AND REQUIRED SITEWORK, SEE SITE PLAN AND SPECIFICATIONS FOR WORK BY OWNER EXISTING BUILDINGS EXTERIOR IMPROVEMENTS: BUILDING 1: NO EXTERIOR WORK REQUIRED ON BUILDING 2: • REROOF EXISTING WITH MEMBRANE ROOFING SYSTEM • REPLACE ALL EXTERIOR DOORS • PAINT ALL EXISTING EXTERIOR WALLS • NEW ADDITION LADDER TRUCK BAY AND SUPPORT AREAS APPROXIMATELY 1,900 SQUARE FEET TO EAST END OF EXISTING BUILDING INTERIOR IMPROVEMENTS: BUILDING 1: • ADD FIRE RATED DOOR AT EXISTING VESTIBULE EAST WALL • ADD FACILITIES ROOM AT SOUTHEAST CORNER OF EXISTING GENERAL SHOP AREA, APPROXIMATED AREA 760 SQUARE FEET • ADD LAUNDRY ROOM AND WELDING, GRINDING AND COMPRESSOR AREA TO EXISTING SHOP AREA • MECHANICAL AND ELECTRICAL IMPROVEMENTS WASHINGTON STATE ENERGY CODE TABLE C402.13 • ROOF: R-38 Cl ABOVE DECK • WALLS: R-211NT • SLAB ON GRADE FLOOR:S: R-10 FOR 24" BELOW TABLE C402.14 OPAQUE DOORS • SWINGING U-0.37 • NONSWINGING U-0.34 I VICINITY MAP NOT TO SCALE F- -- -- DRAWING INDEX SHEET # 1 SHEET NAME GENERAL j A00.01 COVER SHEET AND GENERAL PROJECT INFORMATION ARCHITECTURAL A10.01 ARCHITECTURAL SITE PLAN AND SITE SECTION A21.11 BLDG 1- FLOOR PLANS A21.14 BLDG 2 - FLOOR PLANS A30.01 BLDG 1- EXISTING ELEVATIONS A30.12 BLDG 2 - ELEVATIONS RECEIVED JUL 18 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT RICE. ARCHITECTURE f US & PLANNING MILLE� 275 FIFTH STREET' SUITE 100 BREMERTON, WA 98337 (360) 377-8773 FAX 792-1385 INFO@RFMARCH.COM PROJECT # 2015137 PREAPPLICATION ISSUED: JULY 12, 2017 REVISION SCHEDULE COVER SHEET AND GENERAL PROJECT INFORMATION SHEET: A00101 1 SITE PLAN 1" = 30'-0" n3v 1 GRAPHIC SCALE 0 5' 10' 20' 40' RICE ARCHITECTURE &PL M41,EV 275 FIFTH STREET SUITE 100 BREMERTON, WA 98337 (360) 377-8773 FAX 792-1385 INFO@RFMARCH.COM PROJECT # 2015137 PREAPPLICATION ISSUED: JULY 12, 2017 ARCHITECTURAL SITE PLAN AND SITE SECTION SHEET: A10001 LEGEND - FLOOR PLAN GENERAL NOTES - FLOOR PLAN RIC' ARCHITECTURE ffff UV & PLANNING 3 3.3 1 49'-3" 1 4T-3" 1 24'-9" EXISTING CONSTRUCTION TO REMAIN W1� _ 1" NEW CONSTRUCTION W1� 100A 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE 2. FOR WALL, FLOOR AND ROOF ASSEMBLIES, SEE SHEETS A01.01 3. FOR WINDOW SCHEDULE AND DETAILS, SEE SHEET A50.01 4. FOR DOOR SCHEDULE AND DETAILS, SEE SHEET A60.01 5. ALL FINISHED DOOR OPENING ARE LOCATED 6" FROM WALL UNLESS NOTED OTHERWISE 6. FOR FINISH SCHEDULE AND FINISH LEGEND, SEE SHEET A72.01 7. DIMENSIONS INDICATED AS "MIN" OR "CLEAR" ARE FROM NEAREST FINISH SURFACE INCLUDING TRIM 8. PATCH ALL PENETRATIONS RELATED TO THE NEW SPRINKLER SYSTEM. FINISH TO MATCH ADJACENT CONSTRUCTION. SEE SPRINKLER SUBMITTAL FOR ASSOCIATED WORK 9. PROVIDE CONCEALED 2X WOOD BLOCKING FOR SURFACE -MOUNTED COMPONENTS ON WOOD -FRAMED WALLS 10. REFERENCE SLAB PLANS FOR ASSOCIATED WORK AT FLOOR SLAB 2 24'-6' 8'-6" 16-0" 24'-9" MILLEV 275 FIFTH STREET SUITE 100 BREMERTON, WA 98337 (360) 377-8773 FAX 792-1385 INFO@RFMARCH.COM PROJECT # 2015137 PREAPPLICATION ISSUED: JULY 12, 2017 REVISION SCHEDULE BLDG 1 - FLOOR PLANS SHEET: N T`V__� RLDG 1 - LEVEL 2 FLOOR PLAN 1/8" = 1'-0" N TY,1 BLDG 1 - LEVEL 1 FLOOR PLAN 1/8" = 1'-0" C' - N C' 6' 5' 4' 3' 2f 11' 22' BLDG 2 - MEZZANINE FLOOR PLAN L 1/8" =1'-0" 4N_n- 24'-0" OUTSIDE FACE OF WALL EQ 'E EQ / I 61 5 ------ ----� --- NEW RE AIR BAY I 100'-0" ! ADD TION 2. 11 141� SF i INSTALL NEW HM DOOR INSTALL NEW OVERHEAD AND FRAME, TYPICAL OF 2 DOORS, TYPICAL OF 4 I / L-- --� -111 o -101 -1016 -101 2-101 D - - — —- - \ N N I i 2- I � 29 OFFICE I i/ I I // I I \ i/ TOOL ROOM 2-109 x I I x I I x 1 I x I 2-114 117SF 2-113 o F7 OFFICE--- ------------------------------------------------------------------------------------------------- - - --- ---- - ----- 2-108 NEW 8'-0"H x 7'-10112"W 4 79 SF co OPENING IN (E) CONC ��w 14.3' REPAIR SHOP WALL -11 2-101 — — — - — — — - W3 3853 SF OIL B FLUIDS ROOM OFFICE 2-107 W3 ZWELDING, 160 SF � a s T-71/2" GRINDINGZ. 6" 3'-Y' AND FABRICATION — - I L�-- AREA _ E-7 - - MEN 4 W3 M 0 2-106 2-10 M q JANITOR 9' - 0 — COMPRESSORS 2-104 I fn - i WOMEN W3 ! I OUTSIDE FACE OF WALL 2-103 -10 W po " 1'-6" 2'-6" W3 LAUNDRY 2-101A 72 SF 10'-01, 24'-0"Al - 4'-0114" 9'-7" N T/`�. BLDG 2 - LEVEL 1 FLOOR PLAN 1/8" = 1'-0" 0 04 N 4 En N GENERAL NOTES - FLOOR PLAN 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE 2. FOR WALL, FLOOR AND ROOF ASSEMBLIES, SEE SHEETS A01.01 3. FOR WINDOW SCHEDULE AND DETAILS, SEE SHEET A50.01 4. FOR DOOR SCHEDULE AND DETAILS, SEE SHEET A60.01 5. ALL FINISHED DOOR OPENING ARE LOCATED 6" FROM WALL UNLESS NOTED OTHERWISE 6. FOR FINISH SCHEDULE AND FINISH LEGEND, SEE SHEET A72.01 7. DIMENSIONS INDICATED AS "MIN" OR "CLEAR" ARE FROM NEAREST FINISH SURFACE INCLUDING TRIM 8. PATCH ALL PENETRATIONS RELATED TO THE NEW SPRINKLER SYSTEM. FINISH TO MATCH ADJACENT CONSTRUCTION. SEE SPRINKLER SUBMITTAL FOR ASSOCIATED WORK 9. PROVIDE CONCEALED 2X WOOD BLOCKING FOR SURFACE -MOUNTED COMPONENTS ON WOOD -FRAMED WALLS 10. REFERENCE SLAB PLANS FOR ASSOCIATED WORK AT FLOOR SLAB LEGEND - FLOOR PLAN EXISTING CONSTRUCTION TO REMAIN W11 NEW CONSTRUCTION 100A W11 RICE ARCHITECTURE ffffflg &PLANNING MILLEV 275 FIFTH STREET SUITE 100 BREMERTON, WA 98337 (360) 377-8773 FAX 792-1385 INFO@RFMARCH.COM y W �� LLB a od W EL 3�: 0 99 c) LL an Lo ;� o0 z LLJ Z LL C.0 = J Q­17 � Q wo 0 um 0� y PROJECT # 2Q15137 PREAPPLICATION ISSUED: JULY 12, 2017 REVISION SCHEDULE BLDG 2 - FLOOR PLANS SHEET: A21 14 ■ BLDG 1 - NORTH ELEVATION 1/8" = 1'-0" BLDG 1 - EXTERIOR ELEVATION WEST 1/8" = 1'-0" BLDG 1 - SOUTH ELEAVTION 1/8" = V-0" RICE ARCHITECTURE ffffUS &PLANNING MILLER" 275 FIFTH STREET SUITE 100 BREMERTON, WA 98337 (360) 377-8773 FAX 792-1385 INFO@RFMARCH.COM PROJECT # 2015137 PREAPPLICATION ISSUED: JULY 12, 2017 REVISION SCHEDULE ULUV 1 - U-^10 I IIVV ELEVATIONS SHEET: BLDG 1 - EXTERIOR ELEAVTION EAST 118" =1'-0" rA��I� �J 22' 11' 1' 2' 3' 41 5' 6,I� 1II NEW ADDITION EXISTING ---, m 1,�,I.,,.I;1,---I'�"---�--y ---"­11,"­ I:II 1,,. 1, ,1, "--" ,-I 1,,;I,­,--��7- ,.--­- 1,,"�,--- ,I 1 , ,, �..-,II, r " 1 ,,',,,�, I .-,,-----, --,-,,, :",, , I, I1, . .,� -. 1I ,.,,.-.--,.-j-,--,-,I­ "," , , 1I­ . r11,-,, � ,-­�" -" 7--, - ,-_.,,-,I.--1­'--, :� ,:-, 1,II",1 , -I,�', "- I1:-,,_­-7--��,-,-1-- ,, "",1.', .�I ", : "; , ,, ,­�-�-.--","-7-,:- -I--;I1,', , , ,- ,,�­ ,, ,1-,-- ,.,--,-,` -_,, I.,4, ,, 1 , , ,I- -- tI ", - 1,I-" ­"�-,,'-�­I-"-,'- ." ,I ,, ,,,, ',I ,, ,-� - - ,-I ---­,-­,,--- ,"-"- 1 , ,1"., : I ,".�-, "--1--­"--­'--"�",I, ­ II " 'I ",, ,""'- ',", ---,. ----:-I - ,,­-',-%" ,,,, I ,- :­ , '� I -, �� , -,-.71- �-:-- "�,,--,-, , ,�",'" I ,,,,�,,---�--�--,--I-., ,-, ,,­, �1, , ��- , 1­"�.-� , -,.--.---I- -�-,.,,-� ,,"' ,1, ,­' ­( ,f, , -"1-,�--.---­� �, '�__,,,,- ,-.,'" �'-, _ ., ,.T,­, . -., ,X','--,� ,---_,, ." ­'', ", ,,, " I' , , ,.�----_�­-:-,-­- -.�",I,'.", - 1-, .�,,, . w,�,� -,--.:-,- ',_�­',-", ',�,1. 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'."- ,I,. -, ',, - --,,- I1'�"" I� -� ---,-,� `,I--,,,�-,-I ":,­ �---,--_-,",".,':,I'-,2--,----- ,,,,­, �I ,,I"��-- ,,1 LOCATION, TYPICAL OF 4 PAINT (E) EXTERIOR WALL , W1 W1 ,y W1 - - I �' BLDG 2 -ROOF PLAN _ 1 fl 1 K- ;�^_. ?- <5-6 20 - 0 - 5 -6 - _ - - - ;( . , - - _. - i - ;': - - - - _ BLD G2ME N - - - .-={ °= T ; - ZZA INE )'. ___ s-`" - - 11 - 10- 9 -_ -r - __ .;.. ___ _- :F_ _ _ ___ _ _=_ _ j: _ - _ _ . - _ _ _ BLDG 2 R G OUND LEVEL - 11 2 -0 � -- J i i RICE ARCHITECTURE s &PLANNING �u MILLED" 275 FIFTH STREET SUITE 100 BREMERTON, WA 98337 (360) 377-8773 FAX 792-1385 INFO@RFMARCH.COM v co WZ �� W = a) od E �� > c) >- 0 < < W W CD 3: um am �; g (D m oW z - �w z u- 2 J Q� �Q w� OLL of U) LL PROJECT # 2015137 PREAPPLICATION ISSUED: JULY 12, 2017 REVISION SCHEDULE BLD G2 - ELEVA TIONS SHEET: I BLDG 2 - SOUTH ELEVATION 1/8" =1'-011 - 4 -,-- A30112 .BUILDING 2 ADDITION SOUTH KING FIRE & RESCUE FACILITY IMPROVEMENTS P-11 PROJECT TEAM OWNER: SOUTH KING FIRE & RESCUE 316171 ST AVENUE FEDERAL WAY, WASHINGTON 98003 PHONE: 253-927-3118 r1 Td:Iiixfis RICE FERGUS MILLER, INC. 275 5TH STREET SUITE 100 BREMERTON, WA 98337 PHONE: (360) 377-8773 CONTACTED McMANAMNA EMAIL: emcmanamna@rfmarch.com Ax REID MIDDLETON 728134TH STREET SW EVERETT, WASHINGTON 98204 PHONE: 425-741-3800 CONTACT: MARK DAVIS EMAIL: mdavis@reidmiddleton.com �itcll[010 714 REID MIDDLETON 728134TH STREET SW EVERETT, WASHINGTON 98204 PHONE: 425-741-3800 CONTACT: CORBIN HAMMER EMAIL: chammer@reidmiddleton.com MECHANICAL & PLUMBING: SIDER + BYERS 192 NICKERSON, SUITE 300 SEATTLE, WASHINGTON 98109 PHONE: 206-285-2966 CONTACT: JAMES WHIGHAM EMAIL: james@siderbyers.com ELECTRICAL: BEC ENGINEERS, INC 6021 12TH STREET E, SUITE 200 FIFE, WASHINGTON 98424 PHONE: 253-922-0446 CONTACT: CARRIE TAYLOR EMAIL: carrie.taylor@bceengineers.com ENVIRONMENTAL: EHS-INTERNATIONAL, INC 1011 SW KLICKITAT WAY, SUITE 104 SEATTLE, WASHINGTON 98134 PHONE: 206-381-1128 CONTACT: DERICA ESCAMILLA EMAIL: DericaE@ehsintl.com BUILDING 2 PROJECT DESCRIPTION P-II GOVERNING CODES 2015 INTERNATIONAL BUILDING CODE (IBC) • WASHINGTON STATE AMENDMENTS, WAC 51-50 AND] RCW 19.27 & 70.92 ACCESSIBILITY CODE ICCIANSI A117.1-2009 2015 INTERNATIONAL CODE (IRC) • WASHINGTON STATE AMENDMENTS, WAC 51-11R, 51-56 AND 296-46B 2015 INTERNATIONAL MECHANICAL CODE (IMC) • WASHINGTON STATE AMENDMENTS, WAC 51-52 AND RCW 19.27 2015 INTERNATIONAL FIRE CODE (IFC) • WASHINGTON STATE AMENDMENTS, WAC 51-54A AND RCW 19.27 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2014 NATIONAL ELECTRICAL CODE • WASHINGTON STATE AMENDMENTS, WAC 296-43, 296-45 &296-46B AND RCW 19.28 2015 UNIFORM PLUMBING CODE (UPC) • WASHINGTON STATE AMENDMENTS, WAC 51-56 AND RCW 19.27 PROJECT INFORMATION TAX PARCELS NUMBER: 202104-9148 AND 20214-9059 ZONING: CE - COMMERCIAL ENTERPRISE PER PERMIT# 17-100355-00-AD, NEW USE PERMITTED PURSUANT TO FWRC 19.240.130 ZONE AND USE REVIEW NEW ZONING: GOVERNMENT FACILITIES TOTAL SITE AREA 2.35 ACRES SCOPE OF WORK SITE IMPROVEMENTS: • SECURITY FENCING, GATES, AND REQUIRED SITEWORK, SEE SITE PLAN AND SPECIFICATIONS FOR WORK BY OWNER EXTERIOR IMPROVEMENTS: BUILDING 1: NO WORK 31Il47Li[e n • REROOF EXISTING WITH MEMBRANE ROOFING SYSTEM • REPLACE ALL EXTERIOR DOORS • PAINT ALL EXISTING EXTERIOR WALLS • NEW ADDITION LADDER TRUCK BAY AND SUPPORT AREAS APPROXIMATELY 1,988 SQUARE FEET TO EAST END OF EXISTING BUILDING INTERIOR IMPROVEMENTS: BUILDING 1: NO WORK BUILDING 2: • PROVIDE NEW SHOTCRETE CONCRETE WALLS PER STRUCTURAL AND ADD FURRING WALLS WITH R-21 TO ALL EXISTING EXTERIOR WALL • PROVIDE NEW OFFICE SPACES, ADA REST ROOM, REST ROOM, LAUNDRY ROOM, IT ROOM AND BREAK ROOM IN EXISTING SPACE • PROVIDE MEZZANINE AREA OVER NEW REAT ROOMS FOR MECHANICAL EQUIPMENT WASHINGTON STATE ENERGY CODE TABLE C402.13 • ROOF: R-38 CI ABOVE DECK • EXTERIOR WALLS: R-21 INT • SLAB ON GRADE FLOORS: R-10 FOR 24" BELOW TABLE C402.14 OPAQUE DOORS • SWINGING U-0.37 • NONSWINGING U-0.34 P-11 DRAWING INDEX SHEET # SHEET NAME PII-A0.1 COVER SHEET CIVIL PII-V1 EXISTING CONDITION MAP PII-C1.00 TEMPORARY EROSION CONTROL AND DEMOLITION PLAN PII-('2.00 GRADING, STORM, & UTILITY PLAN ARCHITECTURAL PII-A10.1 ARCHITECTURAL SITE PLAN AND SITE SECTION PII-A30.1 BLDG 2 - EXTERIOR ELEVATIONS ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM A70A PROJECT # 2015137 USE PERMIT PROCESS II SET ISSUE DATE SEPTEMBER 19, 2018 REVISION SCHEDULE COVER SHEET RECElvp Ar P V E D c"T FEDERAL WAY PLANNING � � � � tTY OEVELOPMEN7' Oity.of Federal Way Dept. of Comm nity Development SHEET # Permit Date .�_h1 -7 ,.. - . LEGEND -i / SHRUB ` - BUILDING LINE CONIFER TREE EDGE OF GRAVEL 1 STUMP VEGETATION LINE SURVEY NOTES DECIDUOUS TREE - FENCE / 1. COORDINATES ESTABLISHED BY GPS RTK OBSERVATIONS ON POINTS Q TELEPHONE/COMM. MANHOLE -_ v GUARD RAIL / 900, 901, 902, 903 AND 904 VIA THE WASHINGTON STATE / DATUMS: To TELEPHONE PEDESTAL p UNDERGROUND POWER LINE REFERENCE NETWORK. ADDITIONAL CONTROL COORDINATES / GAS VALVE RECORD POWER LINE ESTABLISHED BY CLOSED TRAVERSE. HORIZONTAL DATUM: NAD 83/11 WA NORTH ® GAS METER OVERHEAD POWER LINE I RIM H#1734 2. THE UTILITIES SHOWN HEREON ARE BASED ON OBSERVATION OF VERTICAL DATUM: NAVD 88 ® JUNCTION BOX G GAS LINE I 8"CONC SW IE=232.34 SURFACE FEATURES, RECORD UTILITY MAPS. FIELD LOCATIONSNSTRUCTION. © POWER VAULT RECORD GAS LINE 2.54 3 8"GONG 5E IE= 8"CONC NE IE=2232.54 MUST BE VERIFIED PRIOR TO ANY CO / PROJECT BENCHMARK: DESIGNATION GP17005-238, P POWER MANHOLE / 3. RIGHT-OF-WAY BASED ON KING COUNTY DEPT. OF ASSESSMENTS / WSDOT MONUMENT ID: 3178, 3" BRASS DISC SET SID STORM DRAIN LINE QUARTER SECTION MAP FOR THE SE QUARTER OF SECTION 20, / IN SIDEWALK ¢-- LIGHT POLE a TWP. 21 N, R 4 E. � POWER TRANSFORMER � RECORD STORM DRAIN LINE ELEVATION=298.73 SS SANITARY SEWER LINE RIM=252.66 I 4. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT -O- UTILITY POLE RECORD SANITARY SEWER 24"CONC W IE=242.66E- GUY ANCHOR W WATER LINE I 36"GONG NE IE=238.56 @ MH#l741 36"CONC SW IE=237.91 AND DOES NOT PURPORT TO SHOW ANY EASEMENTS OR OTHER I / ITEMS OF RECORD. STORM DRAIN MANHOLE RECORD WATER LINE RI, / 0 CATCH BASIN TV CABLE N LINE 8"GONG NW IE=231.97 � 174(7 SDCO, CLEANOUT COMMUNICATIONS LINE (FIBER OPTIC) 12"DI NSW IE44.42 2 RIM= � 2.3 / V CULVERT AS NOTED 12"DI NE IE=244.42 8"CONC NW IE=231.95 UGT UNDERGROUND TELEPHONE 8"GONG ESE IE=231.92 / sD STORM DRAIN VAULT EDGE OF PAVEMENT I Nn 8"CONC NE IE=232.05 OO TYPE2 CATCH BASIN - - - - - - - _ BUILDING OVERHANG f / Fill WATER VAULT WALL (AS NOTED) I A FIRE HYDRANT _ CENTERLINE OF ROAD / _ M WATER VALVE - - RIGHT -OF WAY R2"D12 SW 6 E=249.71 I 24"CONC SD D ® WATER METER JOINT TRENCH PER RECORD 12"DI SE IE=249.71 SD / ® ASPHALT MANHOLE OR AS NOTED I WATER LEVEL EL=249.66 N SS EASEMENT LINE " / IRRIGATION VALVE RIM=245.89 PAVEMENT STRIPING SID 8"CONC SW IE=230.79 / o HOSE BIB �► CON(, S / 8"CONC SW IE=230.69 / etRDO SANITARY SEWER MANHOLE I RIM=253.51 $ 0 a RIM=245.6 36"CONC W IE=234.35 24"CONC N IE=236.25/ 36"CONC E IE=234.5 G 12"DI SE (UNABLE T GET INVE ) C� RIM=244.8 T 36"CONC E IE-_229.08/ 24"CONC N IE=238.45 RIM=245.37 8"CONC NE IE= 30.32 0 8"CONC S IE= 30.22 S. /351 ST & T:, LE. PRIVATE DR SDMH 371 'C NDUIT W/ GRATE FILTER RIM =244.03 / s (LOCKED) fix. SOLID LID jfG� 0 RIM=246.7 36"CMP E IE=240.63 S 8" � co 544.34 3 �o 4C N IE=223. 4 7 4C S IE=223 4 dC W IE= 22 .64 v 6' HAINLINK W/BARBS Ln co E IE=2 4.55 3 s IE= 41.)5 (/9 ANDICAP � SIGN -o F__ / X 4) CD W � f -P O 3 CH IN INK 00 J o�� O o �4 BOLLARD 12"DI SW IE=248.01 N * SV SIGN I 12"DI NE IE=248.06 g GO �1 SS 20 10 0 20 40 ® 6 x + FOUND MONUMENT IN CASE I SID S ( • PK NAIL W/WASHER SCALE IN FEET O I *D PEDESTRIAN SIGNAL POLE G 343 RIM=245.78 I 4 12"DI N IE=240.03 G 8"DI SE IE=242.13 S 0 CULVERT RIM=254.8 S - S G a IE=245.26 RIM=254.68 �,,99 V \ 8"GONG SW IE=231.18 8"GONG NE IE=231.45 8"CONC S IE=231.3 SO ' �;;� RIM=250.75 ji 8"CONC N IE=231.28 SS G i S 10"PVC N E IE=241.6 p6 � i "10"PVC S IE=241.75 SID GAS G 1 fir: G 2 CULVE x G '`, PRIVATE\ ROAD D S 8"GO �i % 5� D IE=250. 5" HIGH CHAIN LINK " / W/ BARBS ��W W W W yV W W `- SS s SD 0 _ SD 36"CONC S -�- SS >;: 4" G c�5 x I GO SI►�HALT S SD �-- SQ SD SS SS SS 8"CoNC SS S00 SO Sp !4 / SD SD 6 CO P 1 , D �' 3 1 NC SD ., , = ORAVQ. �� N _ r SSCO .:.: �` ,,� � / RIM 252 4 TELE. a,.... - G� �(LOCKED)�5 \ x w PP P / - - J JT G ..,_F., it = IE=2 LVERT e X ; ,, 0 36"CMP SD E=244.63 �' g X X X CONC v ASPHALT 5 SSC SD P SD a� a D i P S ,� .` \ ;4 o W W W 1?, W 5»,, HIGH CHAIN LINK � 4`l � X - X tAL IRI -.METER q I TORAGE CONTAINERS 5 OS W/--9ARBS `� g 105 F o-.r,.. 25o.3a � .._ �,,• RIM / -� N "�� 36"CONC W IE=2°56.19 CONC BLOCK SDMH #1571 Pi�w RIM=248.39 WALL W/ GRATE FILTER RIM=248.60 PUMP SHED . 36 CONC NEiE=236.49 12"CONC W IE=245.94 FOR OLD 12 DI F- it=24704 .\ / c�5 12"GONG S IE=245.86 RIM=245.07 36"CMP W IE=240.5 x?' FUELING STATION 2 �'t;ONC SE IE=236.54' ERATE 240.72 239.47 091 12"ADS SE IE=239.25 SSCO 1 " � n • 245.37 D I • CASCADE RIM=245.22 DRILLING . U co 1' •BLOCK WALL • _ y CONC c,S �` Y o n n U) 6.� E RIM=238.26 1 rn RIM=237.93 RIM=239.22 3 12"DI W IE=235.67 N 4" PVC NE IE=236.22 00 N O 0 71® 0 N CONC 6 PVC SE IE=241.1 ;�---4 A SD _ 2 CONC SD SDq , CONC- - - - - � � I BLFtk BUILDING RIM=246.79 STACKED 12"ADS NE IE=241.24 METAL �'s V � HB g - . '�'`° STORAGE CONTAINER 12"ADS S IE=249.49 A BARRELS ! ODL \ 5 �� X COVERED` C;R2 #2041 �--#� � AREA FOR � RIM=246.62 RIM=246.03 RIM=248.82� OLD FUELING. p ( 12"ADS W IE=241.47 12"ADS N IE=242.92 p STATION I I 12"CONC E IE=246.97 fI X 12"ADS N IE=241.37 12"ADS E IE=242.98 5� 12"ADS S IE=241.37 4"PVC W IE=243.56 �- 12"ADS SE IE=243.03 ASPHALT � T 8 \ I RIM=248.82 CONIC 12 ADS W IE=245.77 g5 SD "� T no 5" HIGH CHAIN LINK CR #207.3 % SD � ` z p \ W/ BARBS x RIM=246.49 e SD 12"ADS N IE=241.37 #1971T EAVE X a� 6"PVC SE IE=242.29 IT SCO 12"ADS SSW IE=241.44 RIM=246.52 y 4"DI E IE=245.32 BOTTOM OF VAULT EL=243.52 1pQ r H C GM I RIM=247.51 EAVE 0� X 12"ADS NNW IE=243.71 RIM=248.66 I EAVE I STORAGE CONTAINERS 12"ADS W IE=243.81 T p 12"CONC N IE=243.81 SD (AIE@�- I 12"ADS 5 IE=243.86 BUILDING 12"ADS W IE=243.86 I N SEPARATOR LP �kQO LP a OA d �1---- 3 CHAINLINK 4"DI IE=245.32 X X I W I � RIM-246:29 � � � X ���� � � X ,. 4"PVC ,::N IE=244.69 SDCO " X OX SS v 12 AM_ E IE=243.59 j RIM=246.64 - NG DRAIN z� 12"CONC E IE= BIKE LANE ENDS X - i 12"CONC W IE= x CONIC BLOCK 6' CHAINLINK SD 12"ADS SD 12 ADS I 12"GONG S IE= " WALL CONC BLOCK W/BARBS >` SD,.�.,,. I>nro.,r: ( N SD SCO �..� NWALLO s -.-�.... �Q -METER SD ASPHALT ANSID �a.wwwnn 3 ky. DsCONC sde�,,r p S S p p PP m a p sw�ww P P P P w� awa p P P •� P P p P P P P P P ON P pP ""'� L wM r CONC C C 2 CONC 1 P-� rj N I LP " -'- 12 CONC 12 C N S 352ND STm "sP""-T S 352ND CT W. �.. (n "v m ,Q R#a<1.364 -- - d s _a ,� r� RIM=240.41 4"PVC CONNECTS TO SDCO 12"CONC E IE=236.06 12"CONC S IE=236.01 h • • `�titi� RIM=245.18 12"ADS N IE=243.71 12"CONC W IE=243.81 12"CONC E IE=243.86 SDMH hLl178 RIM=245.66 (LOCKED) k .ti 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com MI. rl_ 1 MUM 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741-3800 www.reidmiddl ton.com © Copyright 2013 Reid Middleton, Inc. I Or 07 •!!-20ts Project Number 2015137 PERMIT SET ISSUED: SEPTEMBER 19, 2018 REVISION SCHEDULE I d EXISTING CONDITIONS MAP So S 5 G RIM=254.6$ RIM=254.8 B"GONG SW IE=231.1 B 6000NC NE iE=231.45 � \ 8"CONC N IE=231.26 80GONG S iE=231.3 SiW ! 5 S I I Ma `1=24 0"PVC N E IE .S1 C=241.510"PVC S IE GAS V G\� � " X \ P R I VAT E\ ROAD --_ .i' �.�s-�' � H G S Es C° `,® D �` 5 HIGH C LINK n,n `"- yl1V W 1Ai ihl \w w �``' ui ` '�.•-e• - ,A,, __e_,- -=�0 /�� ®'' :' ` -1 W/ BARBS 1 HB ` 3 PIV o C L 4� w , " \ 3 ` .f IRR ® 2 - HIGH CHAIN' LINK -o 5 COL METER � \ M--�"`TORAGE CONTAINERS ca GM 91 W/�ARBS1.,105 � �- er 250.38 PKW PUMP SHED FOR OLD s— _ FUELING STATION 0 LRD CONCSD 12"CONC I `� SD SD BLR 4 — — — — o BUILDING STACKED \! � 4HB METAL 00 s BARRELS COL L� i COVERED AREA FOR a i OLD FUELING `� I 0 i STATION COL ' _ ASPHALT U') CONC I SD SD " S ASPHALT,..::. T SD % \ SCO r EAV W s r f \ G 0 0 \ g 0 CONC 00 of i SAVE STORAGE CONTAINERS , T �D I LP WATER 4�-- --- f BLRD/ BUILDING na I SEPARATOR BLR -, ' ® LP 2 4 DI IE=245.32 ZX X X— X- — 0 3 CHAINLINK i o L� — _ _ — __ 1 SDCO \° SS / \_ -- -- cn FOOTING N w �"` �- —• ��'$` � BIKE LANE ENDS ` ` CONC BLOCK FflOT1NG DRAIN 6' CHAINLINK g 12"ADS SD 12"ADS WALL w/BARBS /_- SCO j a C'-METER SD ASPHALT AFN SD = , c jl�Sp�„ ^ M L P P P p, CONC P P p p p PP Q E ASPHALT /S 52 N D ST / o ° -" 42'°GONG ° Cl) i.� Y Q a 0 00 N F, i11 P p Pp p © 2" CONC X \ 3 t x J I / STORAGE CONTAINED___ _ X i > 5" HIGH CHAIN LINK---/ , W/ BARBS 3 TEMPORARY a CONSTRUCTION' ENTRANCE f � -RAVEL � 1 CONC BLOCK cr WALL S 352ND ST W* W* �p _ 0 2" LEGEND: SILT SOCK BARRIER ® CATCH BASIN FILTER 1 C1.00 C3.00 REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT LIMITS OF CONSTRUCTION TEMPORARY CONSTRUCTION ENTRANCE SAWCUT PAVEMENT DEMOLITION NOTE: 1� REMOVE WOOD CANOPY STRUCTURE. OREMOVE CONCRETE PAD UNDER CANOPY STRUCTURE. 3U RELOCATE STORAGE CONTAINERS. COORDINATE WITH OWNER FOR NEW LOCATION. 4� REMOVE EXTRUDED CURB TO ACCOMMODATE WATER PIPE TRENCHING. N TES: 1. PROTECT EXISTING ABOVE GROUND STRUCTURES AND UNDERGROUND UTILITIES TO REMAIN, UNLESS NOTED OTHERWISE DURING CONSTRUCTION ACTIVITIES. 2. RE -STRIPE PAINT MARKINGS REMOVED DURING PROJECT DEMOLITION AND CONSTRUCTION ACTIVITIES, AND IN STAGING AREAS. 3. SEE ELECTRICAL FOR SAWCUTTING AND PAVEMENT REMOVAL LOCATIONS ASSOCIATED CONDUIT INSTALLATION. NSTRUCTION LIMITS NOTE: LIMITS OF CONSTRUCTION ARE FOR PRIMARY CONSTRUCTION AND WILL NEED TO BE TEMPORARILY EXPANDED TO PERMIT LIMITED WORK OUTSIDE THE AREA INDICATED (AS IN THE CASE OF ELECTRICAL UTILITY CONN ECTIONS). NECTIONS). Y' W* �— SCALE IN FEET 20 0 20 40 275 Fifth Street Suite 100 Bremerton, WA 98337 (360) 377-8773 Fax 792-1385 info@rfmarch.com mw� Mr, rl, I M Mll 728 134th Street SW Suite 200 Everett. Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2013 Reid Middleton, Inc. - ?�f9l�a W V H t!� Z Uj � � Q Q otf W � W o Z O=�o � � M � pC �0w�Uj < OCIO H C.) O LL' Project Number 2015137 PERMIT SET ISSUED: SEPTEMBER 19, 2018 REVISION SCHEDULE TEMPORARY EROSION CONTROL AND DEMOLITION PLAN APPOOVED PLANNING.SHEET: Cfty:of llw.oral Way Dept. of Community Devetopm nt Permit B < Date I "Z- LEGEN : RIM=246.49 12"ADS N IE=2t 6"PVC SE IE=2L 0 12"ADS SSW IE= C\jI 0 00 L i O N I Q 1 v 3 CHAINLINK i ss, o BIKE LANE ENDS �r I a 0 P E __ �S 352 N Q ST Cn RIM=240.41 Cn UTILITY CONFLICT NOTES: O AINSTALL STORM PIPE UNDER SEWER PIPING WITH MINIMUM i 6" VERTICAL CLEARANCE. a N A INSTALL STORM PIPE PIPE OVER EXISTING 12" STORM PIPE � = WITH MINIMUM 6" VERTICAL CLEARANCE. coco AINSTALL WATER PIPE OVER EXISTING STORM PIPE WITH 6" 7� MINIMUM VERTICAL SEPARATION. 00 0 AINSTALL WATER PIPE UNDER EXISTING GAS PIPE WITH 6" o MINIMUM VERTICAL SEPARATION. 0 N AINSTALL WATER PIPE OVER EXISTING SEWER PIPE WITH 6" o MINIMUM VERTICAL SEPARATION. 12""ADT E IE=243.59 AINSTALL WATER PIPE UNDER EXISTING POWER WITH 6" MINIMUM VERTICAL SEPARATION. AINSTALL WATER PIPE UNDER EXISTING WATER SERVICE WITH 6" MINIMUM VERTICAL SEPARATION. f�- " X 5 RIM=250.75 10"PVC N E IE=241.6 r10"PVC S IE=241.75 t I X ICHAIN LINK j � " Ar. 14't X j 1 i GRAVEL `---25°`UN&ERGROUND CONCRETE \ X PUMP gST VAULT, SEE SHEETS A10.03-16Q5 AND I S53.00 FOR VAULT X DETAILS X \ � I I IX I LliSTORAGE CONTAINEr_____ X 34 LF 6" SDI 3.0% l � 6 IE:245.2f 5" HIGH CHAIN LINKI W/ BARBS X OVFRFLOW YD 1 RIM 247.75 IE.I 245.5-6" (NW) O LO N Xy 1211± I I SCALE IN FEET 20 0 20 40 SD STORM PIPE FIRE PROTECTION PIPE -FP- RD- ROOF DRAIN PIPE, 6"0 @ 0.5% MIN CO* CLEANOUT Be 4 BOLLARD C2.00 C3.00 GRAVEL TRENCH DRAIN LUD LAKEHAVEN UTILITY DISTRICT �j POST INDICATOR VALVE rl BEND DS 0 DOWNSPOUT CONSTRUCTION NOTES: 1Q BIORETENTION CELL, SEE 2 BOTTOM AREA: 180SF (6'x30') C2.00 C3.00 M CONNECT TO BUILDING DOWNSPOUT, SEE 1 ElPOINT OF CONNECTION C2.00 C3.01 SEE P21.13 FOR CONTINUATION r7l CONNECT TO EXISTING 10" PVC SEWER MAIN (INSERTA TEE OR APPROVED SUBSTITUTION) 5a PROVIDE COALESCING PLATE OIL/WATER SEPARATOR. SEE MECHANICAL FOR SIZE AND TYPE. 6Q REPAIR ASPHALT PAVEMENT REMOVED DURING UTILITY INSTALLATION. SEE 5 C2.00 C3.00 El CONNECT TO STORM PIPE WITH WYE FITTING. F81 CONNECT TO EXISTING CONCRETE PIPE WITH TAPPING SLEEVE, SADDLE, OR INSERTA TEE. 91 PROVIDE GRAVEL TRENCH DRAIN. SEE 3 C2.00[C3 00 10 CONNECT TO EXISTING 8-INCH DI PIPE: 1 4" WET TAP (FL) 1 4" GATE VALVE (FLxMJ) 11 (1) 4" 90° BEND THRUST BLOCKING 12 (1) 4» 45- BEND THRUST BLOCKING 13 (1) 4" 22.5- BEND THRUST BLOCKING 14 PROVIDE 4" DOUBLE DETECTOR CHECK VALVE ASSEMBLY. REFER TO LUD STANDARD PLAN B-19D. COORDINATE WITH LUD TO SET ASSEMBLY AND METER. OWNER SHALL PURCHASE BYPASS METER. 15 (1) POST INDICATOR VALVE 16 FIRE DEPARTMENT CONNECTION 2 C2.00 C3.01 17 DAYLIGHT DOWNSPOUT TO EXISTING PAVEMENT NOTES: 1. BEFORE COMMENCING CONSTRUCTION OF SANITARY SEWER, EXCAVATE TO VERIFY LOCATION AND INVERT ELEVATION OF THE EXISTING SANITARY SEWER PIPE TO BE CONNECTED TO PROPOSED SYSTEM. IF A CONFLICT EXISTS, CONTACT THE ARCHITECT IMMEDIATELY. 2. BEFORE COMMENCING CONSTRUCTION OR SANITARY SEWER, VERIFY INVERT ELEVATIONS AND LOCATION OF SERVICES PENETRATING THE BUILDING WALL WITH MECHANICAL (PLUMBING). IF A CONFLICT EXISTS, CONTACT THE ARCHITECT IMMEDIATELY. 3. THE CONTRACTOR SHALL USE A PRIVATE UTILITY LOCATING SERVICE TO IDENTIFY ALL UTILITIES PRIOR TO ANY EXCAVATION. 4. PROTECT EXISTING UTILITIES AND ABOVE GROUND STRUCTURES TO REMAIN DURING CONSTRUCTION. &PLANNING 275 Fifth Stre( Suite 10 Bremerton, WA 9833 (360) 377-877 Fax 792-138 info@rfmarch.col MkTal,rumm 728 134th Street SW Suite 200 Everett. Washington 98204 Ph: 425 741-3800 www.reidmiddleton.com ©Copyright 2013 Reid Middleton, Inc. It A 51549 IONAL 7/106 W t.� H � Z W W W a� Ca � W QO Z � J o �UWCC) LL C- F¢- LL w Q C7 � Q� " w = J MO 1- C.) O um u) Project Number 2015137 PERMIT SET ISSUED: SEPTEMBER 19, 2018 REVIS GRADING, STORM, & UTILITY PLAN 5. RESTRAIN ALL PIPES, JOINTS, AND FITTINGS OF THE FIRE PROTECTION SYSTEM. 6. SEE LUD STANDARD 2 BLOCKING. .. i NIN SHEET: City ef`Federal Way Dept. of Community Develo mPnt Permit #I }" 3 µ. ByPDate _ f J '� i __. C2000 BLDG 2'-OF' SITE SECTION 1" = 30'-0" EXISTING BLDG 1 ADDRESS: 35100 PACIFIC HIGHWAY SOUTH, FEDERALWAY, WASHINGTON 98003 TYPE OF CONSTRUCTION VB-SPRINKLERED OCCUPANCY TYPE: B: OFFICE 3,389 SO FT S1: REPAIR 4,157 SO FT STORAGE 6,256 SO FT BUILDING HEIGHT: 27'-6" LEVEL 1 APPROX 9,500 SOFT LEVEL 2 APPROX 5,178 SO FT TOTAL GROSS FLOOR AREA APPROX 14,678 SO FT EXISTING BLDG 2 ADDRESS: 1351W SOUTH 351st STREET, FEDERALWAY, WASHINGTON 98003 TYPE OF CONSTRUCTION VB- NOT SPRINKLERED OCCUPANCY TYPE: B: OFFICE 884 + 844 = 1,728 SO FT S1: REPAIR 3,956 SO FT STORAGE 67 SO FT BUILDING HEIGHT: 17'-6" LEVEL 1 APPROX 5,000 SO FT LEVEL 2 APPROX 964 SO FT TOTAL EXIST GROSS FLOOR AREA APPROX 5,964 SO FT i i i /i i / V i i GROUND LEVEL o„ NEW ADDITION BUILDING 2: TYPE OF CONSTRUCTION VB - PROVIDE SPRINKLERED SYSTEM OCCUPANCY TYPE: B: OFFICE 1,195 SO FT S1: REPAIR SHOP 3,487 SO FT STORAGE 385 SO FT S1: NEW REPAIR BAY 1,414 SQFT BUILDING HEIGHT: 27'-6" LEVEL 1 EXISTING FOOTPRINT APPROX 5,000 SOFT MECHANICAL PLATFORM APPROX 154 SO FT NEW ADDITION BAY APPROX 1,983 SO FT TOTAL NEW GROSS FLOOR AREA APPROX 7,137 SO FT '71=11 BUILDING 10FFICE GROSS FLOOR AREA = 1,728 SF BUILDING 2 OFFICE GROSS FLOOR AREA = 1,195 SF TOTAL OFFICE AREA = 2,923 SF STORAGE FACILITIES: 1 FOR EACH 300 SO. FT. OF THE FACILITY'S OFFICE GROSS FLOOR AREA TOTAL REQUIRED PARKING = 2923/300 =10 PROVIDE = 54 STALLS N PII-VICINITY MAP ZONE CE 1. MINIMUM SIDE AND REAR YARDS FOR SALES, RENTAL, AND LEASING FACILITIES SHALL BE 20 FT. ALONG RESIDENTIAL ZONES AND 10 FT. ALONG ALL OTHER ZONES; FOR ALL OTHER USES, SIDE AND REAR YARDS SHALL BE 20 FT. ALONG RESIDENTIAL ZONES AND 15 FT. ALONG OTHER ZONES pi .adilk, $S Q�oe� — -- $O SS I -M — Tr —� _ 18,000 GALLON PUMP TEST II Ifs PIT WITH ABOVE GROUND ®� �J CONICAL PIPE. SEE � I $D SS S0✓ ASP AILTAPROM \ /'/• i ' STRUCTURAL AND CIVIL S 351 s t STREET GRAVEL j 1 g_n" SO -- �90° ROPERTY L_ IN 4o.r w ` / 42.5' � i i . (E) 6'-O" H CHAIN i QLINK FENCE WITH i 'BgRR� BARBS �RFR�FSTq�( EXISTING BUILDING 1 (E) 3' 0" H CHAIN LINK v ,' FENCE OVER CONC FF 247.6' = 0'•0" BLOCK WALL ISTING STAFF AND / o J LIC PARKING AND DELIVERIES CONCRETE PAVER - i c COVERED AREA (E) 3'-0" H CHAIN LINK 246.71' o i >FENCE OVER CONC ss BLOCK WALL (E) 6'-0" H CHAIN LINK FENCE WITH BARBS � SS , , , , , �`, , f? - ,,, I ; S ITE AREA = 2 35 ACRES - ---TOTAL PARKING STALLS 54 •(E) 5' 0" H CHAIN LINK--- _ — w/- ----FENCE WITH BARBS' - - - I _ - - �1 0 a 247.08' I GRAVEL - - NEW CONCRETE APRON- ,j d� ---- DEMO EXISTING NET IMPERVIOUS co N (E) CANOPY 1 ISLAND CANOPY= 997 SO FT SURFACE ADDITION: 986 246.71' SO FT 246.74' , ASPHALT w z colvc T BIORETEON CELL PER CIVI ; (E) 5'-0" H CHAIN LINK 246.64 SD —�- `., ASPHALT 4 9, FENCE WITH BARBS T I LL w DS DS - r O N _ _ - --T- w EXISTING' jCL�i DS � SD IT BLDG 2," 00 I 4.0'246,65' 40 FF+h249.6 -0 0 � 4 i o _L_ XISTING-ASPHALT CV SAPRON SO ASPHALT SO I DS 100'-0" ;DS 10'-V 2 5.2 ASPHALT , I I SD --- ASPHALT SD r , CONCRETE PAVING EX ! — eT� ss_... � 58.5 - 66.5 �r ��. � APPROVED +_...._...----- - f S 352 nd STRE ET PLANNING O ot. Federal way 0 cn 357.5' - - - PROPERTY LINE 239.5- ------------------_—_-------------�------__- .Dept. of Community Devefopmeyft Permit -'% ARCHITECTURAL SITE PLAN AND SITE - ---� " Qat` I i - SECTION GRAPHIC SCALE Rig(erguAILLER ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 4794 REGISTERED HITECT 1 + AVID A FGUS STATE OF WASHINGTON PROJECT # 2015137 USE PERMIT PROCESS II SET ISSUE DATE SEPTEMBER 19, 2018 REVISION SCHEDULE N T�1 SITE PLAN 1" = 30'41 0 5' 10' 20' 40' PII-A10.1 33' Y22' 11' I NEW ADDITION NEW PRE -FINISHED GALV I 5'-9" I 126" I 5'-9" I I PT 10 SHEET METAL COPPING E03E I 27'-6"T 0 WALLIlk i BLDG 2 NEW ROOF --24, - 6° VERTICAL JOINT; SEE 1 / A35.01 ,TYP NEW ALUM FIXED I WW-1 �_ , o WINDOW, TYP 0 ch I BLDG 2_LOWER ROOF ` 12'-6" v HORIZONTAL JOINT, SEE 3 / A35.01 , TYP NEW SPRING LIFT -- SECTIONAL DOOR FINISH a' PAINT: PT-4 BLDG 2 GROUND LEVEL 0'r NEW 12'-0" W x 14'-0" H SPRING PT 4 LIFT INSULATED SECTIONAL DOOR W/ 2" THICK FLUSH PANEL AND ALUMINUM SASH SECTION WITH 118" SHEET GLASS BLDG 2 - NORTH ELEVATION 1/8" = 1'-0" i_, EXISTING REPAIR SHOP BUILDING LIGHTING FIXTURE PER I ELECTRICAL, TYP HORIZONTAL METAL SIDING PT-10 TIE TO (E) STORM WATER, TYP HOSE BIB PER PLUMBING — DOWNSPOUT WITH BRACKET @ 44" OC; MAX, TYP k, An! nB' (-a BLDG 2 - WEST ELEVATION 1 /8" =1'-0" BLDG 2 - (E) ROOF — 16'-8" REPAIR (E) CONCRETE WALL WHERE CRACK AND/OR DAMAGE PATCH SURFACE SMOOTH AND FLUSH WITH (E); PAINT, TYPICAL BLDG 2 - SOUTH ELEVATION 1/8" =1'-0" INSTALL NEW ALUMINUM SLIDING WINDOW, TYPICAL OF 4 A SCUPPER HEAD INSTALL NEW INSULATED SECTIONAL DOOR WI 2" THICK FLUSH PANEL AND ALUMINUM SASH SECTION WITH 118" SHEET GLASS, TYP OF 4 I TIE TO (E) STORM WATER, TYP DOWNSPOUT WITH BRACKET @ 4'.0" OC; MAX, TYP 41) (5') (6' PAINT (E) EXTERIOR WALL I ISCUPPER HEAD PROVIDE NEW DOWNSPOUT, TYPICAL OF 4 PT-10 — — _ BLDG 2 - (EIROOF 16'-8" I I Tn PT-1 BLDG 2 MECH PLATFORM /1 — ORM 91 T PATCH CEMENT PLASTER AROUND WINDOW OPENING W2 {I -- WHERE DAMAGE AFTER REMOVING OF (E) WINDOW GUARD -100 -101 MECH UNIT ` QI n!'_ 7 r'_onl IAIM 1 CA/GI L\ HOSE BIB PER PLUMBING - 4'-0" H CORNER GUARD, TYP PAINT EXIST PORTION OF BUILDING, ALL SIDES NEW PRE -FINISHED GALV SHEET METAL (E) CONC WALL, PAINT FASCIA EXTENSION: PC-2 NEW PRE -FINISHED GALV BLDG 2 NEW ROOF SHEET METAL FASCIA EXTENSION - NEW PRE -FINISHED GALV SHEET METAL SCUPPER HEAD: PT_10 NEW PRE -FINISHED GALV SHEET METAL SCUPPER HEAD — — BLDG 2 - (EIROOF 16'-8" NEW DOWNSPOUT NEW DOWNSPOUT: PT_10 4X4X114" HSS @ 16" OC, TYP 6x2x114" HSS TRELLIS SUPPORT 12x6xl/4" HSS TRELLIS SUPPORT BEAM 6' 5' 4' EXHAUST FAN PER MECH, TYP THRU WALL SCUPPER & SCUPPER HEAD, TYP PROVIDE NEW I i DOWNSPOUT, TYPICAL ( ( { OF4 j i 19 I I 1 I [ I 1 I 3 WALL CAP PER MECH - MECH UNIT Ed BLDG 2 GROUND LEVEL _ 0" BLDG 2 - EAST ELEVATION 1 /8" =1'-0" NEW FLASHING: PC-3 THRU WALL SCUPPER & SCUPPER HEAD, TYP PAINT (E) EXTERIOR WALL: PT-1 EXISTING NEW HORIZ METAL SIDING NEW PRE -FINISHED GALV SHEET METAL COPPING: PC-2 �- NEW DOWNSPOUT TIE TO (E) STORM DRAINAGE SYSTEM; REFERENCE CIVIL DRAWINGS FOR ASSOCIATED WORKS, TYP I I I DOWNSPOUT WITH BRACKET @ 4'-0" OC; MAX, TYP 2 PT-4 DOWNSPOUT WITH BRACKET @ 4'-0" OC; MAX, TYP INSTALL NEW ALUM WINDOW 22' 33' NEW ADDITIO 5'-9" 12'-6" 5'-9" E � NEW PRE -FINISHED GALV I SHEET METAL COPPING: PC-1 <o BLDG 2 NEW ROOF 3' 0„T�,9r=3, 0" co 24' - 6" V I . - 1 W1 W1 W1 0 0 M BLDG 2 - LOWER ROOF VERTICAL JOINT, TYP BLDG 2 GROUND LEVEL NEW METER AND SERVICE • ARCHITECTURE INTERIORS PLANNING VIZLAB 275 FIFTH STREET, SUITE 100 BREMERTON, WA 98337 360-377-8773 RFMARCH.COM 4794 j 1 REGISTERED g,!&Q "ID A.F GUSF WASHINGTON W � Z -17 W w ocn 0 cr, o co w � � rn Q W Q pLU �� Z ofEL- v LU it aw = uo"- M O V— N PROJECT # 2015137 USE PERMIT PROCESS II SET ISSUE DATE SEPTEMBER 19, 2018 REVISION SCHEDULE BLDG 2 -EXTERIOR ELEVATIONS "APPROVED PLANNING. City. of. Federal Wa1 Dept. of Community + SHEET # Data ■