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96-101667\-SITE SW 320th ST. VICINITY MAP I"=2400 FT 509 Provide J-; rtabte Fire A sEPAR ,7 T " : MIT Is FlJWRED Ext, uShersPer UFC FOR THE��:-�owlvG: SITE DRAINAGE & GRADING PLAN ?UWSPRINKLER rd 10-1 END Ap�p) AMON GAS STATION & CONVENIENCE STORE [:1 RRE ALARNMIDA64 SECTION 12, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. ALL HYDRANTS MUST BE ❑ RRE LAII >_th OPERATIONAL PRIOR Td �'NST• LL"7iT inns n� U/v 774i�s START OF COMBUSTIBLi; CONSTRUOT CB #7, CURB INLET STA 838+0.98, 29.17' L RIM = 277.31 EX CB #6 YZv STA 838+0.98, 19.09' L EX RIM = 276.80 RAISE RtM TO MATCH ; NEW AC ® 277.55 / 1 Q- FH 7s A L/77 a 2.76 p p 01 THICKENED EDGE ALONG NEW EP N 43'02'15" W 14.47' ROUTE FOOTING DRAINS & DOWNSPOUT DRAINS TO CB#7 11 1 2' TO 6' HIGH CONC IN RETAINING WALL C� W/FOOTING DRAIN NDER SEPARATE � 6� I 5i4w Lilt ERMIT OBTAINED �\ BY CONTRACTOR 1::i r2 5 n 20 0 20 40 SCALE: 1" = 20' BASIS OF BEARINGS: SOUTH LINE OF GOVT LOT 2 BEARS SOUTH 88458'35" EAST PER DESCRIPTION IN TITLE INSURANCE COMMITMENT VERTICAL DATUM: CITY OF FEDERAL WAY, NGVD-29. BENCHMARK: CITY OF FEDERAL WAY B.M. NO. 2168-58-1 FOUND CONC. MONUMENT IN CASE AT INTERSECTION OF SW. 320th ST. AND 21st AVE. SW. ELEVATION OF TOP OF MON. = 326.432 TEMPORARY BENCHMARK #1. TOP OF THE MOST SE. BOLT FOR SIGNAL POLE IN THE NE. QUAD. OF THE INTERSECTION OF SW. DASH POINT RD. AND SW. 312th. ELEVATION = 268.93 TEMPORARY BENCHMARK # 2. TOP 3" SURFACE BRASS DISK, W. 1/4 COR. 7-21-4. ELEVATION = 273.41. SURVEYOR: C. JAY GIFFORD DAVID EVANS & ASSOCIATES (206) 922-9780 NEW v\l\ toll I V DESCRIPTION: CB 4 - EX �/ ° N p .� BUILDING \�\`\'\\ �I�w (�� a THAT PORTION' OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER 75 ° _ \\ 1� OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. IN KING COUNTY, F 276.0 STA 839+33.64, 19.20 L �� �a 6" SI E 50 $F WASHINGTON, AND OF GOVERNMENT LOT 2 IN SECTION 7, TOWNSHIP 21 NORTH, RIM = 272.86 �yo O' SEW RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: v Q 17' COMMENCING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 2; �a / 3 I, `'` THENCE SOUTH 88.58'35" EAST ALONG THE SOUTH LINE THEREOF 96.23 FEET; 5' 20' ° LIMITS OF CLEARING THENCE NORTH 005740 EAST 242.00 FEET TO THE TRUE POINT OF BEGINNING; Q a 4ii �� • 1 j j ,`' THENCE SOUTH 00'57'40" WEST 212.00 FEET TO THE NORTH LINE OF THE SOUTH 30.00 FEET OF SAID GOVERNMENT LOT 2; 03 / ?� / 2 ® Z s I THENCE NORTH 88'58'35" WEST ALONG SAID NORTH LINE 96.35 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 12, THENCE NORTH 88'59'05" WEST ALONG THE NORTH LINE OF THE SOUTH ABANDON MONITORING WELL 273 / 6 T 1 + I 30 FEET OF SAID SECTION 12, 90.49 FEET TO THE EASTERLY LINE OF THE PER STATE STANDARDS/ DES MOINES -PIERCE COUNTY ROAD NUMBER 988, AS ESTABLISHED ON MAY 4, C 5 CURB INLET / ° y 1914, ALSO KNOWN AS THE ROBERT MALTBY ROAD AND SECONDARY STATE CB 2 - EX STA 839+33.64, 29.1Z' L p S p - -- I HIGHWAY NUMBER 1-V; STA 840+01.54, 21.35' L RIM 272.55 J /� �a ' { ` I THENCE NORTHEASTERLY ALONG SAID EASTERLY LINE TO A POINT WHICH RIM' = 270.24 O / R_3r { BEARS NORTH 43'02'15" WEST, FROM THE TRUE POINT OF BEGINNING: G. Cg R= THENCE SOUTH 43'02'15" EAST TO THE TRUE POINT OF BEGINNING: 272 v EP URB LXC,EPT IH[, SOUTH 1;' FFF_T 1HEROF AND THAT PORTION LYING WITHIN 42 FEET OF THE CENTERLINE OF SAID DES MOINES -PIERCE COUNTY Ryan CB 3 CURB INLET TYPE 1 / // `'y o 4.g 36' v I i6y `�F Fa , NUMBER 988, DEEDED TO THE PUBLIC FOR ROADS BY DEEDS REI- ED STA 840+01.54, 29.17' L f / 13 �� �� �� R7 a p �'a p 1 I ) �A 1, i'ti V7 J�1�� E I UNDER RFC'nROINO NIIMRFPq FaR?RSA Arun F1R�R3ti LO RIM 270.08 y0 / � p ° �1 ° O I I IE 267.08 (12" NW, SE) �' / N CITY OF FEDERAL WAY NOTES: SITE DATA q °� z I 1. REFER TO SHT 5 FOR DRAINAGE & GENERAL NOTES. c CANOPY 9 i o 1 nEPT- nF rrm"IfNITY DEVELOPMENT 77 TOTAL SITE AREA ............................................ 18,141 S.F., 0.416 AC. STq y ♦ ro NEW a a o f I TOTAL GROSS FLOOR AREA ............................. 1,425 S.F. 6 / '� �5?, ° LI _t p 2. ALL ROOF DRAINS & FOOTING DRAINS 6" PVC MINIMUM y 16 FT. WITH 0.57. SLOPE MINIMUM. BUILDINGTOTALNUMBIGHT ER OF PARKING STALLS ...... .:...... 5 EA. x2 3 04 % p a ° p N_ A a0 p � `I- 4� o. 3 270 M I ' ` vw- 3. PROTECT EXISTING MONITORING WELLS UNLESS OTHERN TOTAL EXISTING IMPERVIOUS AREA ...14,700 S.F. 1 i�P� D r z: eX 11 PI NOTED TOTAL PROPOSED IMPERVIOUS AREA ............... 12,500 S.F. Q ��! 1 t 5 �s . �\o�' �S 5 i s2 j o ®V ° 1 r .,e. TOTAL LANDSCAPED AREA 5,641 S.F. O pA�A ED �� Z " 4. USE CONCRETE EXTRUDED CURB FOR ONSITE CURBING. ..................... n TOTAL PARKING LOT LANDSCAPE AREA .......... 162 S.F.cJ 1� o I OATESUBMMED 8 / ' ALL DIMENSIONS ARE TO FACE OF CURB. " ZONING.....................................NEIGHBORHOOD BUSINESS (BN) PRE -CAST CONC, a ° »w 24 ° i APPROVED BY r7� COMP. PLA .............................. NEIGHBORHOOD BUSINESS (BN) 'A' CURB FOR ° _ a 5. TERMINATE SERVICE PIPING 5 FEET FROM BUILDING. �'�' Y LANE DIVIDER UBC CONSTRUCTION TYPE ........ �sy a o TYP j ; ' COORDINATE WITH MECHANICAL FOR SIZE & LOCATION ................... OCCUPENCY GROUP ............................................... B �.._ / ` 10 . =5' 5' OF SERVICE. [� r-� SIGNIFICANT TREES ............................................... NONE / I --- APPROWED ' V APPROXIMATE CUT/FILL ................... ....300 C.Y. / 6 �° N 8'59 W 7 / N '35" W ggQO. ?-----PAW KM CO: jgAj0ISTRICT#19 6. VERIFY THAT LANDSCAPE SLEEVES AND OTHER UTILITIES / DCP 30'' �;-/- �_ ARE INSTALLED BEFORE COMMENCING PAVING. a a p _ .. / RAMP R 25 a a a a\ Q F 12' �2a • ' p p \ \' ss 7. FUEL TANKS PER SEPARATE DESIGN AND PERMIT BY LL ; x s _ L D $De FH FUEL SUPPLIER AMD C6WRACTOR. STA 841+17.36 / /, -- r _ i" -- --' _ 2' 250'1 .{ (SW DASH POINT ROAD) W i. AIR AND WATER SERVICE BY ARCHITECT. / w -�- _ �y = STA 8+45 G_ _ -FOG IN -- - - fL _Z -. / --- _ (SW 312th ST) / v o -- r- - - r 24' ; � .- .4- Q _ FOG LINE _ .._. 9 r0 r. ,\ '�; ^7 r7. Z. N 11 "� N. ry V ry co 10 ry N ti r' 14 ,y L 1 / 96.35' � SW 312th STMINOR' ARTERIAL - - '- - - --� 7 ) CB#8, TYPE 1 CS #9, TYPE 1 END CONC CULVERT / STA 9+65, 23.17' L STA 10+50, 23.17' L IE = 276.60 RIM = 271.15 RIM = 276.00 STA 11+05.47, 23.89' L ARCHITECT: MIKE HOVLAND HOVLAND ARCHITECTS LTD 1223 62nd AVENUE EAST, B FIFE, WASHINGTON 98424-1310 (206) 922-9228 LANDSCAPE ARCHITECT: LAUCHLIN BETHUNE LAUCHLIN R BETHUNE ASSOCIATES 11322 SOUTHEAST 218th PLACE KENT, WA 98031-1310 (206) 859-1789 B LEGEND C1 EXISTING STA NEW o BOLLARD (SW 11 CATCH BASIN ■ O SANITARY MANHOLE NOTES & SYMBOLS _ LIGHT POLE ON 2' DIA. DASH POINT RD) EXTERIOR ELEVATIONS CONC. BASE RIM = 268.81 ONSITE LIGHT EXTEND 1" WATER SERVICE FROM EXISTING METER. 1J POWER & TELE. 'POLE OEXISTING © POWER VAULT PLANTING E- GUY ANCHOR E-- 8" TRAFFIC SIGNAL POLE CURB STOP 3 PLACES, TYP. 12 WITH LIGHT ONEW ® TRAFFIC SIGNAL J -BOX 8" ® WATER METER 11 pd WATER VALVE SIGN. SEE ARCHITECTURAL SHEETS r= SIGN AS NOTED AL ® MONITORING WELL TYPE 1 lD U/G VALVE CASE R10 U/G UNDERGROUND FIELD VERIFY LOCATION WITH ARCHITECT. SD - STORM DRAIN LINE fso- 1'x1' METAL POST FOR CANOPY R FIRE HYDRANT ---' 273--,., CONTOUR CURB <_ Ss- SANITARY SEWER 4 S -- FOG LINE- EDGE OF ASPHALT FOOTING DRAIN -FD.- FcROOF ROOFDRAIN -RD- CONCRETE a ASPHALT PAVING HANDICAP SIGN i CLEARING LIMITS -C EX CB #6 YZv STA 838+0.98, 19.09' L EX RIM = 276.80 RAISE RtM TO MATCH ; NEW AC ® 277.55 / 1 Q- FH 7s A L/77 a 2.76 p p 01 THICKENED EDGE ALONG NEW EP N 43'02'15" W 14.47' ROUTE FOOTING DRAINS & DOWNSPOUT DRAINS TO CB#7 11 1 2' TO 6' HIGH CONC IN RETAINING WALL C� W/FOOTING DRAIN NDER SEPARATE � 6� I 5i4w Lilt ERMIT OBTAINED �\ BY CONTRACTOR 1::i r2 5 n 20 0 20 40 SCALE: 1" = 20' BASIS OF BEARINGS: SOUTH LINE OF GOVT LOT 2 BEARS SOUTH 88458'35" EAST PER DESCRIPTION IN TITLE INSURANCE COMMITMENT VERTICAL DATUM: CITY OF FEDERAL WAY, NGVD-29. BENCHMARK: CITY OF FEDERAL WAY B.M. NO. 2168-58-1 FOUND CONC. MONUMENT IN CASE AT INTERSECTION OF SW. 320th ST. AND 21st AVE. SW. ELEVATION OF TOP OF MON. = 326.432 TEMPORARY BENCHMARK #1. TOP OF THE MOST SE. BOLT FOR SIGNAL POLE IN THE NE. QUAD. OF THE INTERSECTION OF SW. DASH POINT RD. AND SW. 312th. ELEVATION = 268.93 TEMPORARY BENCHMARK # 2. TOP 3" SURFACE BRASS DISK, W. 1/4 COR. 7-21-4. ELEVATION = 273.41. SURVEYOR: C. JAY GIFFORD DAVID EVANS & ASSOCIATES (206) 922-9780 NEW v\l\ toll I V DESCRIPTION: CB 4 - EX �/ ° N p .� BUILDING \�\`\'\\ �I�w (�� a THAT PORTION' OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER 75 ° _ \\ 1� OF SECTION 12, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. IN KING COUNTY, F 276.0 STA 839+33.64, 19.20 L �� �a 6" SI E 50 $F WASHINGTON, AND OF GOVERNMENT LOT 2 IN SECTION 7, TOWNSHIP 21 NORTH, RIM = 272.86 �yo O' SEW RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: v Q 17' COMMENCING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 2; �a / 3 I, `'` THENCE SOUTH 88.58'35" EAST ALONG THE SOUTH LINE THEREOF 96.23 FEET; 5' 20' ° LIMITS OF CLEARING THENCE NORTH 005740 EAST 242.00 FEET TO THE TRUE POINT OF BEGINNING; Q a 4ii �� • 1 j j ,`' THENCE SOUTH 00'57'40" WEST 212.00 FEET TO THE NORTH LINE OF THE SOUTH 30.00 FEET OF SAID GOVERNMENT LOT 2; 03 / ?� / 2 ® Z s I THENCE NORTH 88'58'35" WEST ALONG SAID NORTH LINE 96.35 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 12, THENCE NORTH 88'59'05" WEST ALONG THE NORTH LINE OF THE SOUTH ABANDON MONITORING WELL 273 / 6 T 1 + I 30 FEET OF SAID SECTION 12, 90.49 FEET TO THE EASTERLY LINE OF THE PER STATE STANDARDS/ DES MOINES -PIERCE COUNTY ROAD NUMBER 988, AS ESTABLISHED ON MAY 4, C 5 CURB INLET / ° y 1914, ALSO KNOWN AS THE ROBERT MALTBY ROAD AND SECONDARY STATE CB 2 - EX STA 839+33.64, 29.1Z' L p S p - -- I HIGHWAY NUMBER 1-V; STA 840+01.54, 21.35' L RIM 272.55 J /� �a ' { ` I THENCE NORTHEASTERLY ALONG SAID EASTERLY LINE TO A POINT WHICH RIM' = 270.24 O / R_3r { BEARS NORTH 43'02'15" WEST, FROM THE TRUE POINT OF BEGINNING: G. Cg R= THENCE SOUTH 43'02'15" EAST TO THE TRUE POINT OF BEGINNING: 272 v EP URB LXC,EPT IH[, SOUTH 1;' FFF_T 1HEROF AND THAT PORTION LYING WITHIN 42 FEET OF THE CENTERLINE OF SAID DES MOINES -PIERCE COUNTY Ryan CB 3 CURB INLET TYPE 1 / // `'y o 4.g 36' v I i6y `�F Fa , NUMBER 988, DEEDED TO THE PUBLIC FOR ROADS BY DEEDS REI- ED STA 840+01.54, 29.17' L f / 13 �� �� �� R7 a p �'a p 1 I ) �A 1, i'ti V7 J�1�� E I UNDER RFC'nROINO NIIMRFPq FaR?RSA Arun F1R�R3ti LO RIM 270.08 y0 / � p ° �1 ° O I I IE 267.08 (12" NW, SE) �' / N CITY OF FEDERAL WAY NOTES: SITE DATA q °� z I 1. REFER TO SHT 5 FOR DRAINAGE & GENERAL NOTES. c CANOPY 9 i o 1 nEPT- nF rrm"IfNITY DEVELOPMENT 77 TOTAL SITE AREA ............................................ 18,141 S.F., 0.416 AC. STq y ♦ ro NEW a a o f I TOTAL GROSS FLOOR AREA ............................. 1,425 S.F. 6 / '� �5?, ° LI _t p 2. ALL ROOF DRAINS & FOOTING DRAINS 6" PVC MINIMUM y 16 FT. WITH 0.57. SLOPE MINIMUM. BUILDINGTOTALNUMBIGHT ER OF PARKING STALLS ...... .:...... 5 EA. x2 3 04 % p a ° p N_ A a0 p � `I- 4� o. 3 270 M I ' ` vw- 3. PROTECT EXISTING MONITORING WELLS UNLESS OTHERN TOTAL EXISTING IMPERVIOUS AREA ...14,700 S.F. 1 i�P� D r z: eX 11 PI NOTED TOTAL PROPOSED IMPERVIOUS AREA ............... 12,500 S.F. Q ��! 1 t 5 �s . �\o�' �S 5 i s2 j o ®V ° 1 r .,e. TOTAL LANDSCAPED AREA 5,641 S.F. O pA�A ED �� Z " 4. USE CONCRETE EXTRUDED CURB FOR ONSITE CURBING. ..................... n TOTAL PARKING LOT LANDSCAPE AREA .......... 162 S.F.cJ 1� o I OATESUBMMED 8 / ' ALL DIMENSIONS ARE TO FACE OF CURB. " ZONING.....................................NEIGHBORHOOD BUSINESS (BN) PRE -CAST CONC, a ° »w 24 ° i APPROVED BY r7� COMP. PLA .............................. NEIGHBORHOOD BUSINESS (BN) 'A' CURB FOR ° _ a 5. TERMINATE SERVICE PIPING 5 FEET FROM BUILDING. �'�' Y LANE DIVIDER UBC CONSTRUCTION TYPE ........ �sy a o TYP j ; ' COORDINATE WITH MECHANICAL FOR SIZE & LOCATION ................... OCCUPENCY GROUP ............................................... B �.._ / ` 10 . =5' 5' OF SERVICE. [� r-� SIGNIFICANT TREES ............................................... NONE / I --- APPROWED ' V APPROXIMATE CUT/FILL ................... ....300 C.Y. / 6 �° N 8'59 W 7 / N '35" W ggQO. ?-----PAW KM CO: jgAj0ISTRICT#19 6. VERIFY THAT LANDSCAPE SLEEVES AND OTHER UTILITIES / DCP 30'' �;-/- �_ ARE INSTALLED BEFORE COMMENCING PAVING. a a p _ .. / RAMP R 25 a a a a\ Q F 12' �2a • ' p p \ \' ss 7. FUEL TANKS PER SEPARATE DESIGN AND PERMIT BY LL ; x s _ L D $De FH FUEL SUPPLIER AMD C6WRACTOR. STA 841+17.36 / /, -- r _ i" -- --' _ 2' 250'1 .{ (SW DASH POINT ROAD) W i. AIR AND WATER SERVICE BY ARCHITECT. / w -�- _ �y = STA 8+45 G_ _ -FOG IN -- - - fL _Z -. / --- _ (SW 312th ST) / v o -- r- - - r 24' ; � .- .4- Q _ FOG LINE _ .._. 9 r0 r. ,\ '�; ^7 r7. Z. N 11 "� N. ry V ry co 10 ry N ti r' 14 ,y L 1 / 96.35' � SW 312th STMINOR' ARTERIAL - - '- - - --� 7 ) CB#8, TYPE 1 CS #9, TYPE 1 END CONC CULVERT / STA 9+65, 23.17' L STA 10+50, 23.17' L IE = 276.60 RIM = 271.15 RIM = 276.00 STA 11+05.47, 23.89' L ARCHITECT: MIKE HOVLAND HOVLAND ARCHITECTS LTD 1223 62nd AVENUE EAST, B FIFE, WASHINGTON 98424-1310 (206) 922-9228 LANDSCAPE ARCHITECT: LAUCHLIN BETHUNE LAUCHLIN R BETHUNE ASSOCIATES 11322 SOUTHEAST 218th PLACE KENT, WA 98031-1310 (206) 859-1789 B #1 - EX C1 SITE DRAINAGE & GRADING PLAN STA 9+16.46, 27.23' L C3 ' (SW 312 ST) C5 NOTE -S- & DETAILS -- STA 840+52, 38.03' L NOTES & SYMBOLS A.2 (SW DASH POINT RD) EXTERIOR ELEVATIONS KEY NOTES RIM = 268.81 O EXTEND 1" WATER SERVICE FROM EXISTING METER. DETAILS LANDSCAPE OEXISTING SANITARY SEWER STUB FROM 175 LF NE L-2 PLANTING 275.00 OF SSMH AT INTERSECTION. R13 8" OPRECAST CURB STOP 3 PLACES, TYP. 12 TYPE 1 ONEW 1" IRRIGATION METER. R12 8" OBACKFLOW PREVENTER 11 SPILL CONTROL MH W/ SOLID LOCKING LID OHANDICAP SIGN. SEE ARCHITECTURAL SHEETS R11 8" 0.507. FOR DETAIL. 10 TYPE 1 OLIGHT STANDARD - SEE ARCHITECT FOR DETAIL. R10 12" FIELD VERIFY LOCATION WITH ARCHITECT. SHEET INDEX ENGINEERING C1 SITE DRAINAGE & GRADING PLAN C2 DEMOLITION & EROSION CONTROL PLAN C3 P&P SW 312th ST- teC4 C4 P&P SW POINT RD C5 NOTE -S- & DETAILS -- ARCHITECTURAL A.1 NOTES & SYMBOLS A.2 FLOOR PLAN & REFLECTED CEILING PLAN A.3 EXTERIOR ELEVATIONS A.4 BUILDING SECTIONS & DETAILS and CANOPY ELEVATION A.5 FOUNDATION and FRAMING PLANS A.6 DETAILS LANDSCAPE L-1 IRRIGATION L-2 PLANTING SCHEDULE OF ONSITE CATCH BASINS 'CD PIPES No. TYPE RIM IE No. I PIPE I SLOPE LF 15 TYPE 1 275.83 272.38 R151 8" 1 0.507. 25' 14 TYPE 1 275.30 272.25 R14 8" 0.507 75' 13 TYPE 1 275.00 271.87 R13 8" 0.507 50' 12 TYPE 1 274.7 271.7 R12 8" 0.50% 6' 11 SPILL CONTROL MH W/ SOLID LOCKING LID 275.2 271.13 R11 8" 0.507. 27' 10 TYPE 1 270 267.20 R10 12" E [mm j Z i O U M < 00 Z CL cQ Q O 3 W 00 S' f( < W LY_ z O J � 0CL LLJ Z � _ <C O Q I - Of U W 7 W (� L1_ QV)Z w0Q I .Zw 'i-- M 0 m . '.A L Q 0 ml RECEIVE", SEI ;jai w �I Y =c C/�IJW DAIS � l " JUIN 14 1996 JI.J V , 199 uI 'u), 0 •�+NI NJ EU!LDING DEPT. 6 DIN pEp WAYAY Clf I 'CD Ei PERMIT No. BLD96 --'- N J o Q I w U -4 T E Li ''.. p CITY OF FEDERAL WAY pyo U TACOMA -- OMA APPRO" BY IUN13 1996 ml RECEIVE", SEI ;jai w �I Y =c C/�IJW DAIS � l " JUIN 14 1996 JI.J V , 199 uI 'u), 0 •�+NI NJ EU!LDING DEPT. 6 DIN pEp WAYAY Clf