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03-100795 (3)WEST ELEVATION SCALE: 1 /4'=1'-0- 18'-5 1 � � SOUTH ELEVATION SCALE: 1 /4'-1'-0' STATEMENT OF ARCHITECTURAL DESIGN INTENT JACK-IN-THE-80X'S PURPOSE FOR THE ARCHITECTURAL DESIGN OF 2,-f THIS BUILDING IS TO BE MODERN. CLEAN CUT. AND DYNAMIC. THE DRAMATIC WALL ANGLES THAT EMPHASIS THE ENTRANCES DRAW CLIENTS IN AND GIVE THE BUILDING A SENSE OF PLAY AND FUN WHILE MAINTAINING A CLASSICAL SYMMETRY. THE CAFE STYLE AWNINGS CONTRIBUTE TO THIS LIGHTHEARTED FEEL AND GIVE THE 18-5 t/2'.. BUILDING A FAMILY ORIENTED APPEARANCE. THE SUBTLE PLANK SIDING CRATES A REGIONALLY APPROPIATE BACKDROP FOR JACK-IN-THE-BOX'S ARCHITECTURAL DETAILING. JACK-IN-THE-BOX'S DEDICATION TO ADA ACCESSIBILITY IS SHOWN THROUGH ITS THOUGHTFULLY PLACED RAMPS, ACCESSIBLE DOORS, HANDICAP ACCESSIBLE SEATING. AND GENEROUS RESTROOMS. EASILY ACCESSIBLE TO VEHICULAR AND PEDESTRIAN TRAFFIC THE BUILDING WILL BE QUICK TO ACCESS AND EASY TO EXIT. W-0 FAL EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY MATERIAL/FINISH ANTI -GRAFFITI PAINT: SCUFFMASTER (800) M-3965 EXT. 185 A COLOR WHERE ANTI -GRAFFITI PAINT IS REQUIRED SUBSTITUTE: SCUFFMASTER ARMOR -COAT 1200, ALIPHATIC URETHANE COATING WITH KEVLAR, COLOR TO MATCH THE BELOW REFERENCED COLORS. SMOOTH TEXTURE. MATERIAL/FINISH: Ot HARDIPLANK SIDING 02 PREFINISHED ALUMINUM AWNING. (BY SIGN CONTRACTOR) 03 2r x 36' S.S. FLASHING AT GREASE RECOVERY TAP IN 04 ALUMINUM STOREFRONT SYSTEM ® 1' CLEAR INSULATED GLASS El Is CLEAR INSULATED GLASS W/ SOLARBAN 60 COATING El 1/4' CLEAR GLASS n ANTI -GRAFFITI FILM 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED BUILDING SIGNAGE (NOT A PART OF THIS PERMIT) 07 WALL MOUNTED LIGHTING FIXTURE 08 ELECTRICAL METER 09 PREFINISHED METAL PARAPET COPING (O.F.C.I.) 10 12' HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 METAL FLASHING 12 BUILT-UP ROOFING SYSTEM 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 16" W x 16" H WALL LOUVER - SEE SPECS, SHEET SPI.2, DIVISION 10 15 CO2 FILL BOX METAL COVER 16 PRE -MANUFACTURED COOLER/FREEZER BOX. G.C. TO PROVIDE HARDIPLANK SIDING 17 GALV. METAL - DOWNSPOUT do OVERFLOW 18 ROOF LADDER WITH SECURITY COVER 19 6' HARDIPLANK VERTICAL TRIM AT CORNER 20 Be HARDIPLAN VERTICAL TRIM AT CORNER COLOR: A BENJAMIN MOORE-MOORGLO LATEX HOUSE AND TRIM PAINT #M-967 "OFF WHITE' B RED C #40 DARK BRONZE ANODIZED D WHITE TEXT ON RED BACKGROUND E WHITE WITH RED BAND F COLOR/FINISH TO MATCH ADJACENT SURFACE G COLOR TO MATCH BENJAMIN MOOR - MOORGLO LATEX HOUSE AND TRIM PAINT #096-967 "OFF WHITE' H MIL FINISH ALUMINUM J BENJAMIN MOOR PAINT: #283-2134-40 'WHALE GRAY, SOFT GLOSS (PAINT ALL SIDES OF THE DOOR K NBENJAMINATURAL MOORE PAINT: �71 BLACK'. e I �� L NATURAL CONCRETE. GRAY. !(�N/!� M STAINLESS STEEL NOTE: EXTERIOR ELEVATIONS MAY 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I.C.). 03 2. C.J. = PLASTER CONTROL JOINT PER AU 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL R PAINTED TO MATCH ADJACENT SURFACES (U.N.O.) 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBS. ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. n I 6 Al PIPTfLl �Eorjiloeel-I�� 93M BAMA AVENUE SAW DIEGO. CA 92123 010 Jack in the Bw W nwe arowbye and speetfkatlons ore the preperb �odc rn the eox M and stare riot be copied or reproduced wttbout He previous written consent. RELEASE: AUG. 5, 2002 PJL(JB %LYk 05 12-31-02 PERMIT: FEB. 25, 200: et 1:� 1" 111 r 0 IL A A 0 A g see m cev oL � Q MI( TYPE: 8EF40 dB # 8360 ADDRESS 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: ARR SCALE: AS NOTED EXTERIOR ELEVATIONS A4,0 oollr-5 Iff 3 4 2 I1a0 ARi A40 r,��enre�ee n,r EAST ELEVATION SCALE: 1 / 4 ' - 1 ' — 0 ' � s A5,0 AR3 NORTH ELEVATION SCALE: 1/4"-1'-0' EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY ® MATERIAL/FINISH ❑ ANTI -GRAFFITI PAINT• SCUFFMASTER (800) 366-3965 EXT. 185 COLOR WHERE ANTI -GRAFFITI PAINT IS REQUIRED SUBSTITUTE: SCUFFMASTER ARMOR -COAT 1200, ALIPHATIC URETHANE COATING WITH KEVLAR, COLOR TO MATCH THE BELOW REFERENCED COLORS. SMOOTH TEXTURE MATERIAUFINISH: 01 HARDIPLANK SIDING 02- PREFINISHED ALUMINUM AWNING. (BY SIGN CONTRACTOR) 03 24" x 36" S.S. FLASHING AT GREASE RECOVERY TAP IN 04 ALUMINUM STOREFRONT SYSTEM ® 1" CLEAR INSULATED GLASS 1' CLEAR INSULATED GLASS W/ SOLARBAN 60 COATING 1/4" CLEAR GLASS n AN11-GRAFFITI FILM 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED BUILDING SIGNAGE (NOT A PART OF THIS PERMIT) 07 WALL MOUNTED LIGHTING FIXTURE 08 ELECTRICAL METER 09 PREFINISHED METAL PARAPET COPING (O.F.C.I.) 10 12" HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 METAL FLASHING 12 BUILT-UP ROOFING SYSTEM 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 16' W x 16' H WALL LOUVER - SEE SPECS, SHEET SPi.2, DIVISION 10 15 CO2 FILL BOX METAL COVER 16 PRE -MANUFACTURED COOLER/FREEZER BOX. G.C. TO PROVIDE HARDIPLANK SIDING 17 GALV. METAL - DOWNSPOUT do OVERFLOW 18 ROOF LADDER WITH SECURITY COVER 19 6" HARDIPLANK VERTICAL TRIM AT CORNER 20 Be HARDIPLAN VERTICAL TRIM AT CORNER COLOR: A BENJAMIN MOORE-MOORGLO LATEX HOUSE AND TRIM PAINT #D96-967 "OFF WHITE' B RED C #40 DARK BRONZE ANODIZED D WHITE TEXT ON RED BACKGROUND E WHITE WITH RED BAND F COLORAINISH TO MATCH ADJACENT SURFACE G COLOR TO MATCH BENJAMIN MOORE - MOORGLO LATEX HOUSE AND TRIM PAINT #096-967 'OFF WHITE' H MIL FINISH ALUMINUM J BENJAMIN MOORE PAINT: #283-2134-40 'WHALE GRAY, SOFT MOSS (PAINT ALL SIDES OF THE DOOR K BENJAMIN MOORE PAINT: #071 "BLACK". L NATURAL CONCRETE, GRAY. M STAINLESS STEEL C S U R M f NOTE: EXTERIOR ELEVATIONS 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I,C.)' MAY 12 2. C.J. = PLASTER CONTROL JOINT PER % Af.R 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENTSURFACES (U.N.O. 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. A I-G i1 i Tm[Ml 7 IIL00I0'eeI-I0� (y I "IT777 Thew *awkps and sp.dNcatimm we 1M property of Jack in the Box Inc and shai not M copied or reproduced without Its pnNoue written consent RELEASE: AUG. 5, 2002 PJL(JB ONLYk #5 12-31-02 PEFUT: FEB. 25, 200: gym ON a: WV Z �N W~ V �LLJ W= Idu LL.a WC TYPE: 8EF40 JIB # 8360 ADDRESS 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY ARR AS NOTED EXTERIOR ELEVATIONS A4,1 Plant twice ball P: Prune diseased and broken branches 16 gauciqe steel wire throupPr clear vinyl hose Tbelow first crotch 2x2 wooden stakes securely driven into Ground, Stain brown. Water basin with 2" mulch Unglazed planting pit sur ace 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Sca Is Prune diseased and broken branches Water basin with 2" mulch Compacted to soil water thoroughly, fertilize as req'd Planting hole min. twice s7ze of root ball SHRUB PLANTING DETAIL No Sca le 1. Subgrades, including berms, to within 1/loth foot provided by General Contractor unless otherwise noted. 2. Subgracie shall be scarified or rototilled if conditions require. 3. 6" depth 3-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stocky latest edition. 6. Plant material or size or kind not available ma be substituted only with approval of Landscape Architect or Owner. 1. All mass plantings shall have triangular spacing. S. All tree pits shall be inspected to insure proper drainage. 9. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. 11. 6" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until f ina I inspection and acceptance by Owner. PLANT LiST BOTANICAL / COMMON ':.a.... -.Plants.• .•. Planting bed wit 2" mulch g 1/2 spacing distance GROUND COVER SPACING DETAIL No Scale- Triangular Spacing Lai LAWN / PLANTING BED DETAIL No Sca Is DESIGN STANDARDS LANDSCAPE DATA )psoil 2(o PARKING STALLS 6 20 5.1=. PER STALL = 520 8F. LANDSCAPE REQUIRED bed 1010 SP. LANDSCAPE PROVIDED 1. All local codes shall be met in plant material spacing and sizes. 2. Only hardy plant material that is tolerant of local climate conditions should be used. The majority of shrubs shall be evergreen. 3. Sod lawn should be used wherever feasible and be locally grown. 4. Street trees shall be spaced the maximum allowed by local codes. 5. Trash areas shall be screened with plant material. 6. Only a fine grade of bark mulch shall be used. -i. Large expanses of bark should be avoided. S. Care should be taken to assure sight visibility out of parking areas. g. All landscape areas shall be neatly maintained with clipped lawn and heciiges, raked mulch areas and replacement of all diseased or dead plant material. 10. An automatic irrigation system will be installed for all planting areas. IL Local codes, manufacturer's specs, and local construction practices shall be used in construction of irrigation system. 12. Flat spray heads shall be used in front of all reader boards and signage. 13. The irrigation system shall be used only at night during non -store hours. 14. All irrigation systems shall be blown out and winterized each Fall. 15. No plant or irrigation substitutions shall be made without Owner's permission. * Fraxinus excelsior ' Aureaf o l is ' / Oo l den Desert Ash 2" Col. B 4 B Grataegus phoenopyrum / Washington Hawthorn 2" Gal. B$ B Acer circinatum / dine Maple -', 5 cane min. B45 Tsuga mertensiana / Mountain Hemlock 8'=&' min. 6=6min. clump 54 B Euonymus alata ' Gompacto '/ Compact Burning Bush 5 gallon 24" min 0 Gistus x hydridus / White Rock Rose 5 gallon Full $ Bushy Rhododendron ' Ghionoides ' 21" min. Full -$ Bushy ® )k Thuja O. ' Emerald Oreen '/ Emerald Oreen Arborvitae 6 min. B4 B Q �c Prunus L. ' Otto Luyken '/ Otto Luyken Laurel 24" min. Full 4 Bushy 0 Buxus M. ' Winter Oem ' / Winter Oem Boxwood 18" min. Full $ Bushy Erica cornea ' 5pringwood Pink ' / 5pringwoocl Pink Boxwood 2 gallon Arctostophylos uvo-ursi / Kinnikinnick 4" pots @ la" O.G. Sodded Lawn Drought tolerant plant material approximately 10io trees 4 shrubs and 100io eroundcover Fu 11 $ Bushy 15 14EA 12" BERM ALONG 5.1,11 336TH STREET &,W. 330TH STREET LANDSCAPE PLAN SCALE: - zo, I: rHER 4TNER FLAB �' �. Yie1D5CAPE� rlo0��s� 1ST Cx STREET BEES TO REMAIN Approved 13P Date: COmmenW- STATE OF WASHINGTON REGISTERED NDSCAPE ARCHITECT vp/� �6w KEN LONEY CERTIFICATE No. 3 3 MAIN STREETDESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax o o SWI � � DEPARTMENT 9330 BAWOA AVENUE SAN DIEGO, CA 92123 0 1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. 12/27/02 0905 A02450SD1 0.dwg dates RELEASE: FEB. 7, 2003 P.M.(JIB ONLY): #5 12-31-02 PERMIT: BID: CONSTRUCTION: revisions U citu comments 3/20/03 d city comments 5/2g/03 A A _ A 0 A SO W= g�N ly��g J m a� U 06Z t) F_ WU W W= QeU Qe V.. Q site information MK TYPE: 8EF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: SCALE: 1" = 20$ LANDSCAPE 7—., 7 �, F1 pt n, -r— I III I JUN 0 9 2 = ,:.. _ Finish grade/ Top of mulch Pop -Up sprayy sprinkler W plastic MPR nozzle 1/2-Inch male NPTx .440 Inch Barb Elbow 12" Nipple or Funny Pipe PVC Schedule 40 Tee or EII 1/2-Inch male NPT x .4a0 Inch Barb Elbow PVC Lateral Pipe Height above grade determined In field. Black pipe only. spray head grade pp le �* Morlex Ells Schedule 40 Tee or Eil Glass 200 Lateral Pipe POP—UP SPRAY SPRINKLER DOUBLE SWING JOINT No Scale No Sca le Paving Finished grade select I remove debris sharp c PVC Cl s ieev in size Of L t ai ass =Ti-i I I -I I1=I11=1I i = .o Hall-[ =111-I III=III I_I= �ackf i I1, I I c- rocks, _-III�II ; III -III -III 9t1d 1Q. II�Ti-11_I= -I I IA I I-1 :' 111-n 1-111 Ojects 11=III=III : :-:111 f- II-III-III ...•° •.... 111�11= _ I- 200 gtwice Knipe ° aer ° Mainline SLEDANG DETAIL No scale Gate Valve -- Quick Coupler Valve � for winter blowout — - 1 I I -I I i-I i I •: o Select backfill; - 111-11 i III remove rocks, debris and III 111 Q ilil sharp objects ililll `III -III�I .•��. III HE PVC Class 200 : IIIII Lateral PVC Class 200 Mainline Valve Wires TRENCHING DETAIL No Sca le Pressure Reducing Valve, if required — Mastc-�r Valve, if required PVC Mainline Double Check Valve Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No Scale IRRIGATION SCHEDULE SYMBOL DESCRIPTION RADIUS GPM PSI F 50 H Q 0 -6 U 0 RAINBIRD I800 MPR 151 SERIES 4" LAWN POP-UP, b" C.G. 15, 1.55H 30 00 -o io po RAINBIRD 1800 MPR 12' SERIES 4" LAWN POP-UP, 6" C.G. 12, 1.30H 30 m TD ID RAIN51RD I800 MPR 10' SERIES 4" LAWN POP-UP, 6" G.G. 10, 0.1ciH 30 (3 RAINBIRD I800 MPR 8' SERIES 4" LAWN POP-UP, 6" G.G. 8' 0.52H 30 RAIN51RD I800 VAN Co- 5ERIE5 4" LAWN POP-UP, 6" C.G. 6' O.60H 30 RAINBIRD 1500 VAN 4' 5ERIE5 4" LAWN POP-UP, 6" C.G. 4' 0.45H 50 0 RAINBIRD 1800 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. ci'XiV 1.73 30 0 RAINBIRD 1800 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. 4'X30' 1.21 30 ® RAINVPZD 1800 MPR END STRIP 4" LAWN POP-UP, 6" G.G. 4'XI5' 0.61 30 + RAIN51RD 150OA-F FULL -CIRCLE BUBBLER 4" POP-UP I."!O 30 IRAINBIRD FEB SERIES PLASTIC VALVES © RAINBIRD ESP-12MC SERIES 12 STATION CONTROLLER, MOUNT IN 002 ROOM + RAINBIRD RAIN CHECK AUTOMATIC, RAIN SHUTOFF, MOUNT ON ROOF ® POINT OF CONNECTION: 5/4" IRRIGATION METER 1-1/2" FEBGO 850 DOUBLE CHECK VALVE 5/4" QUICK COUPLER VALVE STATION 27 GPM 1-1/2" MAINLINE, PVC 50HEDUI F 40 LATERAL LINE, PVC CLA55 200 5LEEVING, PVC, GLA55 200 o CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PR -55URE AT P.D.G. o ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BAGKFILLING. o PLAN 15 DIAGRAMMATIC. ADJU5T LINE AND HEAD LOCATIONS AS NECE55ARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. 5.11. 33(oI H & I FEET SCALE: 1 " = 20' I �a NORTH STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KEN LONEY CERTIFICATE No. 363 MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax 1 0 Ne.,orwj DEPARTMENT 9330 BAWOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. 12/27/02 0905 A0245=1 0.dwg dates RELEASE: FEB. 7, 2003 P.M.(JIB ONLY): #5 12-31-02 PERMIT: BID: CONSTRUCTION: revisions situ comments 3/20%O3 cite comments 5/29/03 A A A A W Z � g�N Nazi JI - 7 W N (A Z ma OV) U 06Z V) F_ WU W W= ineU LL. Q site information MK TYPE: 8EF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: SCALE: 1" = 20' IRRIGATION P LAR," I � b A aer ° Mainline SLEDANG DETAIL No scale Gate Valve -- Quick Coupler Valve � for winter blowout — - 1 I I -I I i-I i I •: o Select backfill; - 111-11 i III remove rocks, debris and III 111 Q ilil sharp objects ililll `III -III�I .•��. III HE PVC Class 200 : IIIII Lateral PVC Class 200 Mainline Valve Wires TRENCHING DETAIL No Sca le Pressure Reducing Valve, if required — Mastc-�r Valve, if required PVC Mainline Double Check Valve Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No Scale IRRIGATION SCHEDULE SYMBOL DESCRIPTION RADIUS GPM PSI F 50 H Q 0 -6 U 0 RAINBIRD I800 MPR 151 SERIES 4" LAWN POP-UP, b" C.G. 15, 1.55H 30 00 -o io po RAINBIRD 1800 MPR 12' SERIES 4" LAWN POP-UP, 6" C.G. 12, 1.30H 30 m TD ID RAIN51RD I800 MPR 10' SERIES 4" LAWN POP-UP, 6" G.G. 10, 0.1ciH 30 (3 RAINBIRD I800 MPR 8' SERIES 4" LAWN POP-UP, 6" G.G. 8' 0.52H 30 RAIN51RD I800 VAN Co- 5ERIE5 4" LAWN POP-UP, 6" C.G. 6' O.60H 30 RAINBIRD 1500 VAN 4' 5ERIE5 4" LAWN POP-UP, 6" C.G. 4' 0.45H 50 0 RAINBIRD 1800 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. ci'XiV 1.73 30 0 RAINBIRD 1800 MPR SIDE STRIP 4" LAWN POP-UP, 6" G.G. 4'X30' 1.21 30 ® RAINVPZD 1800 MPR END STRIP 4" LAWN POP-UP, 6" G.G. 4'XI5' 0.61 30 + RAIN51RD 150OA-F FULL -CIRCLE BUBBLER 4" POP-UP I."!O 30 IRAINBIRD FEB SERIES PLASTIC VALVES © RAINBIRD ESP-12MC SERIES 12 STATION CONTROLLER, MOUNT IN 002 ROOM + RAINBIRD RAIN CHECK AUTOMATIC, RAIN SHUTOFF, MOUNT ON ROOF ® POINT OF CONNECTION: 5/4" IRRIGATION METER 1-1/2" FEBGO 850 DOUBLE CHECK VALVE 5/4" QUICK COUPLER VALVE STATION 27 GPM 1-1/2" MAINLINE, PVC 50HEDUI F 40 LATERAL LINE, PVC CLA55 200 5LEEVING, PVC, GLA55 200 o CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PR -55URE AT P.D.G. o ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BAGKFILLING. o PLAN 15 DIAGRAMMATIC. ADJU5T LINE AND HEAD LOCATIONS AS NECE55ARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. 5.11. 33(oI H & I FEET SCALE: 1 " = 20' I �a NORTH STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KEN LONEY CERTIFICATE No. 363 MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax 1 0 Ne.,orwj DEPARTMENT 9330 BAWOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. 12/27/02 0905 A0245=1 0.dwg dates RELEASE: FEB. 7, 2003 P.M.(JIB ONLY): #5 12-31-02 PERMIT: BID: CONSTRUCTION: revisions situ comments 3/20%O3 cite comments 5/29/03 A A A A W Z � g�N Nazi JI - 7 W N (A Z ma OV) U 06Z V) F_ WU W W= ineU LL. Q site information MK TYPE: 8EF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: SCALE: 1" = 20' IRRIGATION P LAR," I � b A IRAINBIRD FEB SERIES PLASTIC VALVES © RAINBIRD ESP-12MC SERIES 12 STATION CONTROLLER, MOUNT IN 002 ROOM + RAINBIRD RAIN CHECK AUTOMATIC, RAIN SHUTOFF, MOUNT ON ROOF ® POINT OF CONNECTION: 5/4" IRRIGATION METER 1-1/2" FEBGO 850 DOUBLE CHECK VALVE 5/4" QUICK COUPLER VALVE STATION 27 GPM 1-1/2" MAINLINE, PVC 50HEDUI F 40 LATERAL LINE, PVC CLA55 200 5LEEVING, PVC, GLA55 200 o CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PR -55URE AT P.D.G. o ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BAGKFILLING. o PLAN 15 DIAGRAMMATIC. ADJU5T LINE AND HEAD LOCATIONS AS NECE55ARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. 5.11. 33(oI H & I FEET SCALE: 1 " = 20' I �a NORTH STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KEN LONEY CERTIFICATE No. 363 MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771-4809 Edmonds, WA 98020 (425) 771-5728 Fax 1 0 Ne.,orwj DEPARTMENT 9330 BAWOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. 12/27/02 0905 A0245=1 0.dwg dates RELEASE: FEB. 7, 2003 P.M.(JIB ONLY): #5 12-31-02 PERMIT: BID: CONSTRUCTION: revisions situ comments 3/20%O3 cite comments 5/29/03 A A A A W Z � g�N Nazi JI - 7 W N (A Z ma OV) U 06Z V) F_ WU W W= ineU LL. Q site information MK TYPE: 8EF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: SCALE: 1" = 20' IRRIGATION P LAR," I � b A �-'8=5' 2�— F.F.L. WEST ELEVATION TV. TYP. SCALE: 1 /4"=1'-0" 3 i 5 3 A6.0 T A6.0 SOUTH ELEVATION S C A L E: 1/ 4 " = 1'- 0" 01 TRASH ENCLOSURE - SOUTH ELEVATION S C A L E: 1/ 4 " = 1'- 0" 22'-2� 18'-5 1 /2� o'-o � F.F.L. STATEMENT OF ARCHITECTURAL DESIGN INTENT JACK—IN—THE—BOX'S PURPOSE FOR THE ARCHITECTURAL DESIGN OF THIS BUILDING IS TO BE MODERN, CLEAN CUT, AND DYNAMIC. THE DRAMATIC WALL ANGLES THAT EMPHASIS THE ENTRANCES DRAW CLIENTS IN AND GIVE THE BUILDING A SENSE OF PLAY AND FUN WHILE MAINTAINING A CLASSICAL SYMMETRY. THE CAFE STYLE AWNINGS CONTRIBUTE TO THIS LIGHTHEARTED FEEL AND GIVE THE BUILDING A FAMILY ORIENTED APPEARANCE. THE SUBTLE PLANK SIDING CREATES A REGIONALLY APPROPIATE BACKDROP FOR JACK—IN—THE—BOX'S ARCHITECTURAL DETAILING. JACK—IN—THE—BOX'S DEDICATION TO ADA ACCESSIBILITY IS SHOWN THROUGH ITS THOUGHTFULLY PLACED RAMPS, ACCESSIBLE DOORS, HANDICAP ACCESSIBLE SEATING, AND GENEROUS RESTROOMS. EASILY ACCESSIBLE TO VEHICULAR AND PEDESTRIAN TRAFFIC THE BUILDING WILL BE QUICK TO ACCESS AND EASY TO EXIT. EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY TE::: MATERIAL/FINISH COLOR WHERE ANTI —GRAFFITI PAINT IS REQUIRED SUBSTITUTE: MATERIAUFINISH: ANTI —GRAFFITI PAINT: SCUFFMASTER (800) 366-3965 EXT. 185 SMOOTH TEXTURE. SCUFFMASTER ARMOR —COAT 1200, ALIPHATIC URETHANE COATING WITH KEVLAR, COLOR TO MATCH THE BELOW REFERENCED COLORS. 01 HARDIPLANK SIDING 02 PREFINISHED ALUMINUM AWNING. (BY SIGN CONTRACTOR) 03 24" x 36" S.S. FLASHING AT GREASE RECOVERY TAP IN 04 ALUMINUM STOREFRONT SYSTEM © 1" CLEAR INSULATED GLASS F-1 1" CLEAR INSULATED GLASS W/ SOLARBAN 60 COATING F� 1 /4" CLEAR GLASS ANTI —GRAFFITI FILM 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED BUILDING SIGNAGE (NOT A PART OF THIS PERMIT) 07 WALL MOUNTED LIGHTING FIXTURE 08 ELECTRICAL METER 09 PREFINISHED METAL PARAPET COPING (O.F.C.I.) 10 12" HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 METAL FLASHING 12 BUILT—UP ROOFING SYSTEM 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 16" W x 16" H WALL LOUVER — SEE SPECS, SHEET SP1.2, DIVISION 10 15 CO2 FILL BOX METAL COVER 16 PRE —MANUFACTURED COOLER/FREEZER BOX. G.C. TO PROVIDE HARDIPLANK SIDING 17 GALV. METAL — DOWNSPOUT & OVERFLOW 18 ROOF LADDER WITH SECURITY COVER 19 6" HARDIPLANK VERTICAL TRIM AT CORNER 20 8" HARDIPLAN VERTICAL TRIM AT CORNER 21 1 1 /2" 18 GAUGE TYPE "B" GALVANIZED METAL DECKING 22 6" DIA. STEEL PIPE FILL W/ CONCRETE 23 8" SPLIT FACED (EXT. FACE PAINTED) CONCRETE MASONRY 24 CEMENT WASH CAP, PAINTED COLOR: A BENJAMIN MOORS—MOORGLO LATEX HOUSE AND TRIM PAINT #096-967 "OFF WHITE" B RED C #40 DARK BRONZE ANODIZED D WHITE TEXT ON RED BACKGROUND E WHITE WITH RED BAND F COLOR/FINISH TO MATCH ADJACENT SURFACE G COLOR TO MATCH BENJAMIN MOORE — MOORGLO LATEX HOUSE AND TRIM PAINT #096-967 "OFF WHITE" H MIL FINISH ALUMINUM J BENJAMIN MOORE PAINT: #283-2134-40 "WHALE GRAY", SOFT GLOSS (PAINT ALL SIDES OF THE DOOR) K BENJAMIN MOORE PAINT. #071 "BLACK". L NATURAL CONCRETE, GRAY. M STAINLESS STEEL NOTE: EXTERIOR ELEVATIONS 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I.C.). 2. FOR PLAN VIEW OF TRASH ENCLOSURE SEE 6 SQ2.2 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES (U.N.O.) 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. 4. BOTH SIDES OF TRASH ENCLOSURE DOOR AND ALL HARDWARE SHALL BE PAINTED of(r,ef ure, 00 Nc;;zro N DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications kRELEASE: rty of Jack in the Box Inc shelf be copied or reproduced revious written consent. dotes AUG. 5, 2002 ..(JIB ONLY): #5 12-31-02 PERMIT: FEB. 25, 2003 BID: MAY 16, 2003 CONSTRUCTION: revisions 10 4-2-03 OWNER REVISIONS © 5-7-03 PERMIT REVISIONS ® 5-28-03 PERMIT REVISION A 0 A 0 o� Qom g � N o d.Z ii N W'Ma O N24j n R-S4 LU � J O o� U 06Z N WU W H W= rvU U. Q 7812 REGISTERED ARCHITECT THOMAS EO SPADER STATE OF WASHIi�GTOid r#' information EF40 360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: ARR SCALE: AS NOTED EXTER10,R"'',1_.,. ELEVSb` JUs r A40,0 GENERAL CONDITIONS GENERAL CONTRACTOR SHALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC., AS INDICATED ON DRAWINGS, IS SHOWN WITHOUT KNOWLEDGE OF UNDERGROUND UTIU11ES ON THIS PARTICULAR SITE. THE ARCHITECT AND OWNER ASSUME NO RESPONSIBILITY FOR DETERMINING THEIR LOCATION, SIZE, DEPTH, OR HAZARD. GENERAL NOTES 1. GENERAL CONTRACTOR SHALL PROVIDE, AS REQUESTED BY CONSTRUCTION MANAGER, 'COMING SOON' SIGNAGE, SEE DETAIL 8/SD2.1. 2. ALL SITE CONCRETE PAVING SHALL BE SPRAYED WITH A CURING COMPOUND AS SOON AS CONCRETE IS SET UP. -will 17 16 =C41 JACK IN THE BOX # 8360 LOCATION: 2500 SW 336TH STREET FEDERAL WAY, WA BUILDING SQUARE FOOTAGE: 2,100 S.F. SEATING CAPACITY . 40 SEATS SQUARE FOOTAGE OF PROPERTY. 24,017 S.F. SQUARE FOOTAGE OF IMPERVIOUS AREA (I.A.): 17,041 S.F. PERCENTAGE OF I.A. S.F. TO GROSS S.F. OF PROPERTY: 71% TYPE OF CONSTRUCTION: V—N BUILDING HEIGHT: 22'-2" PARKING REQUIREMENTS THE PARKING REQUIREMENTS FOR THIS PARCEL ARE AS FOLLOWS: 1 STALL PER 80 S.F. GROSS FLOOR AREA TOTAL PARKING REQUIRED: 27 SPACES ACCESSIBLE PARKING PROVIDED: 2 SPACES STANDARD PARKING PROVIDED: 25 SPACES TOTAL PARKING PROVIDED: 27 SPACES LEGAL DESCRIPTION LOT 2 OF KING COUNTY SHORT PLAT NO. 888040, ACCORDING TO SHORT PLAT RECORDED DECEMBER 21,1989 UNDER RECORDING NO. 891221175, IN KING COUNTY WA. PAVING SECTION THICKNESSES PAVEMENT THICKNESS THICKNESS THICKNESS AREA OF ASPHALT OF CLASS II OF CONCRETE PAVING AGGREGATE BASE PAVING VEHICLE 3 6 PARKING MAIN 3 6 AISLES DRIVE—THRU NE & TRA 4 5 ENCLOSURE SEE NOTES BELOW NOTE: 1. CONCRETE PAVING TO BE REINFORCED W/ 6x6 — W10xW10 W.W.M. AT MID DEPTH, TYPICAL, UNLESS OTHERWISE NOTED. 2. SEE SOILS REPORT UNDER SEPERATE COVER FOR ADDITIONAL INFORMATION. VICINITY MAP 3 SW 334th PL. a to s a N SITE ` V) N E�S SW 336th ST. SW CAMPUS DR. VICINITY MAP NOT TO SCALE SITE PLAN NOTES MENU BOARD, SEE DETAIL 14/SD2.1 AND SHEET ES1.0. 2� SPEAKER BOARD, SEE DETAIL 15/SD2.1 AND SHEET ES1.0. OSTANDARD POLE SIGN. CONDUIT AND WIRING BY ELECTRICAL CONTRACTOR. INSTALLATION AND HOOK—UP BY SIGN CONTRACTOR. SEE SHEET ES1.0. ODRIVE—THRU SIGN, SEE SHEET ES1.0. �5 ENTRY SIGN, SEE SHEET ES1.0. �6 'THANK YOU' AND 'DO NOT ENTER' SIGN, SEE SHEET ES1.0. )7 HEIGHT CLEARANCE POLE SIGN, (CLEARANCE HEIGHT TO BE 9'-0"). ✓✓ SEE DETAIL 9/SD2.1. �8 ACCESSIBLE PARKING STALL SYMBOL SEE DETAIL 14/SD2.0 PARKING STALL STRIPING, AND ADJACENT ACCESS AISLE STRIPING IS TO BE PAINTED BLUE. osACCESSIBLE PARKING SIGN, SEE DETAIL 15/SD2.0. 10 IN —LINE CURB RAMP, SEE DETAIL 16/SD2.0. 11 CURB RAMP, SEE DETAIL 17/SD2.0. 12 SYMBOL OF ACCESSIBILITY AT ENTRY DOOR, PROVIDE DECAL OF INTERNATIONAL SYMBOL OF ACCESSIBILITY PER A.D.A.A.G. REQUIREMENTS. 13 TRASH ENCLOSURE, SEE DETAIL 6/SD2.2. 14 PARKING LOT LIGHT STANDARD, SEE DETAIL 16/SD2.1 AND SHEET ES1.0. 15 CONCRETE PAVING, SEE 'PAVING SECTION THICKNESS' CHART ELSEWHERE ON THIS SHEET. SEAL ALL CONCRETE WITH "NON —PIGMENTED" CLEAR SEALER. 16 ASPHALT PAVING, SEE 'PAVING SECTION THICKNESS' CHART ELSEWHERE ON THIS SHEET. 17 CONCRETE CURB, SEE DETAIL 2/SD2.0. 18 DETECTOR LOOP AT PICK UP WINDOW, SEE DETAIL 10/SD2.1. 19 STAMPED DIAMOND TEXTURE CONCRETE WHERE PEDESTRIAN PATH OF TRAVEL CROSSES VEHICULAR WAY 20 CONCRETE CURB AND WALK, SEE DETAIL 3/SD2.0. 21 CONCRETE CURB AT DRIVE—THRU LANE, SEE DETAIL 4/SD2.0. 22 CONSTRUCTION JOINT, SEE DETAIL 8/SI)2.0. 23 ISOLATION JOINT, SEE DETAIL 9/SD2.0. 24 4" WIDE PARKING STALL STRIPING, PAINTED WHITE PER CITY STANDARDS. 25 4" THICK CONCRETE SIDEWALK, WITH LIGHT BROOM FINISH, WIDTH AS NOTED ON PLAN. 26 CONCRETE CURB AT DRIVE—THRU WINDOW, SEE DETAIL 13/84.0. 27 SCHEDULE 40 PVC SLEEVE, SEE IRRIGATION PLAN FOR EXACT LOCATION AND QUANTITIES. SLEEVE TO BE TWICE THE DIAMETER OF IRRIGATION PIPING. 28 BARRIER POST, SEE DETAIL 18/SD2.1. REFER TO FLOOR PLAN AND MENU BOARD FOR DIMENSIONAL LOCATIONS. 29 EXISTING CONCRETE SIDEWALK. 30 PAY TELEPHONE, SEE DETAILS 6/SD2.1 AND 7/SD2.1. SEE SHEET ES1.0. 31 LIMITS OF CONSTRUCTION 32 WASTE RECEPTACLE OPORTION OF CURB TO BE REMOVED. OBIKE RACK OEXISTING 6' CHAIN LINK FENCE OEXISTING ROCK WALL .50B x40' EAS ,i" E ACCESS PER K, RE ', NO, 891 10SSAN T R 1Y CIPER Erta'tv4*T - REC NO. 01 f 0356 PER K.C.S.P. R,E'C' NOS, 3i5<0 1 4,363 D 89122111175 BUR_DJNG SETEA3�K TO B 'C"AL.CULATED 'ROM'THIS uiNR K,C. P. 6880401 : its J S 88-4S'50" Ir. 80.36' 14 22 17 2'R i fir' ` 16 �4 " 20'R 6'-2 28 28 o i O s LO00 �v 3 W14 � F O - _ 23 " STREET IT SITE PLAN SCALE: 1 " = 20' --I SITE PLA_ : APPR"A , _ RTH Permit Number. 6 " ' k�l� Approved By: Date: 19,42. Comments:-..r....�.,...�_ Sign Approval By: A of Ilk, 0 N(9110TO(l oEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. 12/27/02 0905 A02450SD1-0.dwg Fdates AUG. 5, 2002 P.M.(JIB ONLY): #5 12-31-02 PERMIT: FEB. 25, 2003 BID: MAY 16, 2003 CONSTRUCTION: revisions Q 4-2-03 OWNER REVISIONS Q 5-7-03 PERMIT REVISIONS ® 5-28-03 PERMIT REVISION JA A A 0 o� o� �aW7z a�NO N •+- Z N N Wen = Y F M Q O N Z W nN' cq Wa m oc� U 06Z N UJU W W= Cie W LL. Q a 7r312 `_"?I REGISTERED FARCHIIITTTEECT i HOMAS LEO SPADER STATE OF WASHINGTOn! ` site information [MK TYPE: 8EF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: ARR SCALE: 1" = 20' SITE U` JU' S D 1 ■ 77 EE�� 1A=20' � �o��oo�000000�oo CALL BEFORE YOU DID 1-800-424-5555 9 CITY OF' FEDE'R'AL WAY STORNi WA i .R UE.T ::1`.I"::OI`1/i' Ew - llvN', P"N i i~ ri. R R [`F UNABLE TO FIND NORTH END OF 36 CONC PIPE IE=322.2 I1 III I I 1^. II II a �o(C : iiDU < .5 TO. WITH rI PROTECTION CAn?ItTE0 FROM 1`>S LIN E PER' _.K.G.^. , 8880, RTRID ES 10 x6 x12w r 801221r5 SEDET/YIIL ET C1.3 PAD o p}. E r I -I I I � M I I _ I I t I I I I 1 , I _ I j o I I ; � i E } ` '�`-'�-- ..�..�._ -•-- .�...-.I I...-_ _-.� �,. --LF• t-2'^-p -'•CPEP,_ ........ -EX:---:36".... D.._. aI x IE 329.76 1-2y-CM`_ 0 BAM1�1_.... t�.,, \ S. END NOT 5 % 77, I -_ FOUND a� I II I ��" - _ 31.75 r STRIP ; .I x�';; �„• .^•-. (.fyp,)1 I I 1T-- I I II • II I I1 c� I ��` �. ^�- 3 1.55 I I I 331.5 t b ACCESS PER K.C,S.P, 1 888040 RE{), f 'V CATCH BASIN CA M ,"I l I �: A S 12 IX. I I � ` SAN. SEWER MANHOLE GRATE 330.40 ABAND D i E 327.70 6" PVC SE. � x T ( ) L:i °.•. -�. (MATE NO <»4> f; - •�r N. 7 12 CMP i ; IE 32 .30 F .. ^'E+. LOCATED) ( OCA o FIELD L c -IALT W_ _ AVNG , J':, C)5 tE a... .�r1:. 131, M �? o 332.4 3 32.65 77 I-f-J AKN �!, '�� r>i:KIN CiiaBT>�t1. A•R `�x,1 ,r' sIDE rn^ ESS 1 3 2.5 ..� , a 0 „ I Z { YV L" �LL I... -LF � C ER� 332.5 _ rn i2 h - l O CATCH I C BASIN �l1 >A 3 M:: r (� I "> _ !- GRATE 332.87 <_` '0�=•"6 ,:9. .,, ..... .:nr-: i'� i \,. :< :7 t f 't I z • R > .� �, I'd 1 �P� ,i � �' IE 328.14 8 CMP E. A�II:.tz'sD,>�:�,}�� .� _ X ( I`.`1z� ,IE 327.64 12"CMP N. I f ''tom k � 3 74 1E 32 4 1 MP 0 2"C S. �} t ti ( I a� a 3 Xi '•r x. 5 : , 332.0 ,y f` f R .�Z 4Y y �z _______ r_ __ _-.. I I I I STORM ..�--- _. -- ---- --------- _ - _-_ =�- -- ••��; �-- _ ._,. _°_ '------------ I ° I - - ----- 1 MATCH IX A� (0N1` € C,'UR.3 �B RIM M32 HOLE o I I o - - 42.t00' '4G G. TTER \ RISER 1'x6' t>R�:iEi PLANTER � s t�ITH 4''0 "•.'R ) 6 TIE LURE; _ > I IE 323.32 (12" CMP W.) I I \ w \ ` t '/ A I I ��` r 331.6f " SEE DETAIL 3 MATCH EX. 99 __. ,� _ JE �,2_1 �7 (I CONC. S.) I I ` I I AEI G 1 f I c _..W 9 € STORM MANH E - ` .... VY ..... � � RIM 331.66 IE 320. 2 (36"CONC. N.)� I I \ _, _ _ . _�`_..._ ,,,,...._ -_ _ II....__ yz ,_..._- ........ " I I \..... A��PE-iIALT CATCH BASIN I I ... .._. : r IE=321.63 36" CONC. N I I P JII G: ``-- I I r _ -„< f' ,r, CRATE 330.44 I - A:. #:,r TE € I - - 36TH STREET , w. \ IE-322.63 24 CONC. S IE 32� 54 12 PVC S. "`� f` � �L IE=321.95 36" CONC. W) I I ( ) II S. 3 EET ,-�' i ........ .. It STREET) - II 4 8£'46,K.;' W 1.32:2.10' f;:9,SURE i----=-------- -lL STORM DRAINAGE 11EP/DETE-N1TON (1:,21.44 SURVEY In s:, Njo, E 05019cr64) VAULT 801x121x(Y IV3DE DNENSIaVS PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN U PROPOSED WATER VALVE N PROPOSED STORM DRAINAGE LINE 23.2 PROPOSED SPOT ELEVATIONS EXISTING STORM DRAINAGE LINE - - - - - - - - - - - EXISTING SPOT ELEVATIONS 10 ° X PROPOSED SANITARY SEWER LINE EXISTING CONTOURS 100 PROPOSED SANITARY SEWER MANHOLE . PROPOSED CONTOURS - - - - - -100 - - - - - - PROPOSED SANITARY SEWER CLEANOUT \ SEWER MANHOLE PROPOSED LIGHT PAVEMENT Fi EXISTING SANITARY EXISTING SANITARY SEWER LINE - °:'.':• ' :. PROPOSED CONCRETE STORM MANHOLE A BOTTOM EL=321.0 RIM 331.05 NWS EL=324.8 IE=324.7 12" CPEP N) MAX. W.S. EL=329.5 IE=324.6 15" CPEP E) 3 IE=324.6 15" CPEP S CB 4K TYPE 1 �p CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE W/ CB FILTER N WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND RIM=331.1 REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION IE=327.5 ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS CB #Zr TYPE 1 MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL W/ CB FILTER RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. RIM=332.2 WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES IE=329.5 PUBLIC LAND SURVEY OFFICE CB #3, TYPE 1 1111 WASHINGTON STREET S.E. P.O. BOX 47060 W/ CB FILTER OLYMPIA, WASHINGTON 98504-7060 RIM=331.5 IE=329.0 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND CB K TYPE 1 AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE W/ CB FILTER APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RIM=331.3 RESPONSIBILITY OF THE CONTRACTOR. IE=328 0 ,11 101 ♦• - Lo I- CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CB f5, TYPE 2-W RIM=331.8 IE=322.4 (12-) / EDGE OF I� f �APL�' II As: II .Y 3I`•J I ASPHALT r E. ^ s 1 i i .y r I .0 3 nn 3e SW 334th PL. a t N SITE N N SW 336th ST. SW CAMPUS DR. VICINITY MAP NOT TO SCALE LEGAL DESCRIP ON: LOT 2 OF KING COUNTY SHORT PLAT NO. 888040, ACCORDING TO SHORT PLAT RECORDED DECEMBER 21,1989 UNDER RECORDING NO. 891221175, IN KING COUNTY WA. THE SOUTH LINE OF THE SW 1/4 OF THE SE 1/4 OF SECTION 13, TOWNSHIP 21N, RANGE 3E, W.M. PER LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 8801220236, RECORDS OF KING COUNTY, WASHINGTON. VEt MAL DATUM: CITY OF FEDERAL WAY (NGVD 29) BENCHMARK: FW123 BRASS NAIL IN CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF 21st AVE. SW. AND SW. 336th ST. FEDERAL WAY ELEV. 339.1, DEA ELEV. 339.26 TEMP C TEMPORARY BEN FUAAHfG A (NOT SHOWN HEREON) TOP OF S.E. BO LT ON LIGHT PO LE AT THE NW. QU ADRANT OF THE 1 Q NTERSECTTION OF 21 st AVE. W. S AND SW. 336t h ST. ELEV. 341.50 TEMPORARY - BENCHMARK B: TBM B TOP OF NE. FLANGE BOLT OFF R IRE HYDRANT ON SITE. ELEV. 333.61 INDEX TO SHEETS: 1 of 5 CEO GRADING AND STORM DRAINAGE PLAN 2 d 5 CU DEMOLITION AND TES.C. PLAN 3 015 C'L2 CONSTRUCTION NOTES AND DETALS 4 of 5 CL3 CONSTRUCTION NOTES AND DETAILS 5 of 5 P31.0 UT1L11Y EXTENSION PLAN M I i' 4.i•S e.\IwL 2S`F it C` � �:'.'�,. i,;,i�.t r+ ,. as e- 1 NTITIES: .EARTHWORK :..POST NWORK QUA s'•' w�' 5 t' SAN EXCAVATIONS 750 CY X -- +k E i . SEWER MANHOLE f<.>.:. . s RIM 332.0 I r k € O• FL.L; 100 CY "> IF 324.67 (8" PVC W.) - - IE 324 47 8"PV C S 33 `•' ;. ^�' ,t,, �x; r�, IE 324.42 (8" PVC N.) x € >h_, ; t>� 3�,_tE--323.92 (8" PVC E.) \ �� ' ---- ®,,; EXTR cO `Oa:r• f 3RE j 1�€~}\ 5x`b3S{ i �F 3 STORM MA ,E. �}. U MATCH IXI. 3 1' CGNC. 'WALK , BRIM 331.6, \ 325.57.` (��}��PC6?�I ?� �WWJ '-___ ____==�C� IE 325.E (fMl?ITF 8 3� I l s�;o IE 325/�2 (15" PVC S.) I J sQ I I r,' ........ ..... I I CATCH BASIN I I I c� ` t / GRATE 332.73 1 3 IE 326.98 (12" PVC S.)% II j k 111 J I I I �. ifN i„ h 707.00 ','�' C,S.P- 888040, IRE,1'1 hr\). 5912211 ":. 75), II STORM MANHOLE -LL RIM 332.07 -1 f +ct I`isi:i�t; �W:,,,.> NAIL. i STORM MANHOLE IN CONCRE E. IN CASE RIM 333.26 SE CORNER SW 1/4, SF "r'4 :SEC. 1.3, T. 91 N,, R, 3 .... - - - - EXISTING RIGHT OF WAY IMPERVIOUS AREA: PROPOSED WERVIOUS AREA -16,M S.F. TOTAL SITE AREA - 2 O71 Sr - PERCENTAGE IMPERVIOUS - 70.46% PWW NO. CxTY OF FERAL WAY APPROVED BY: DATE: IV �o&,,,37811�9�FDNA LT EXPIRES 6-23-04 ° ° DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: SEPT. 3, 2002 PERMIT: NOV. 14, 2002 BID: CONSTRUCTION: revisions 5-7-03 PERMIT REVISIONS AS 5-28-03 PERMIT REVISIONS A 0 0 0 A A O 'v c - O v N N v U (n = all z J t7 v N m I V) .W C9 U z z z W w a J P Z x Q o Z Z w L.LJ N :5Z Q OC) N 00 z0 00 Z cy) cO 00 w N Q I t\ I Ld w Z- C9 V Z N N z I `- I- W W 00 N Z N N -j� o � En Sam ono J �2 Q O N in Z W E0 fl- Or b �SJv 8 C a o '' ^^ y♦ .c 3 N m � Z O v t c � N o N -0 U N Q0 N L0 site informationCD 0 CD MK TYPE: 8EF40 � 0 JIB £: E ADDRESS: 0 2500 SW 336TH ST. FEDERAL WAY, WASHINGTON I In co DRAWN BY: MDY 0 i SCALE: 1 "=20' LO 'k U ,i f JUN 8 0"03 o 0 i 111011, \110N1 CALL BEFORE YOU DIG: 1-800-424-5555 Q _-121 iTY OF FEDERAL W.161Y CIII ? f � :ORM WA`:'ER 'IN I UNALE D WALL: j ND NORBTKI`EOF TEMPORARY 36" CONIC. PIPE r-t e. SE'I'8,AGKi TO BE W 13Wr P P, -'Ub,%TE'D FROM. THIS�,` LiNE' EDNEW 2-0 TOP W LEL-� 332 9?117 M M-327.5 R 89 12 21 5 '0' -4- . ........... -OFORARY IE 329 z T� <I, — — — M — >�_ IF 1; J : —2— °KII ' 7> it,-S. END NOT 5 FOUND PARKING < STRIPE X Q) Iv -�-3184 175� N 5,0`x40` EASEMENT rOR NT 172 13171 A 'ES CC S PER Ke,S RED:. NO, 891 221 !175 CATCH.. BASIN R) 4)i I GRATE 330.40 009 X IE 32730 (6" PAC SE.) �koll A IE 327.30 (12" CMP N.) C5 ASPHALT DEMOLITION AND T.E.S.C. PLAN �1� f I I ! J� J IV, U: —J2A3 25-- C 17=-77 _Ei C, AA PS �EDGE Gr WATER A V. `22,5, > 19,1 .. ...... . ..... . . . ...... I , : I . . . ....... WI TALL: SILT Fgp� Top 0 H III TEMP SWAI X A, p Z R9 ..-..70ES IM aLECTION' ,PORABLE) BIN C - cro X 3,395 17 ..... ....... Leo 1 I! "Ji 4-q I F6 0 o I o 3 �10 0 73 03>i W11 SLT 1V X + r CONSTRUCT0N 'Y SEWER ESM'T PM MAL SHEEr 10' SAINITAR I f 0 0 1), K01`40,15i PER K,C.S- STORM DRA3N. FXII JTIE. 0* 0 TORM MANHLOL �4' '� ` , �e, . 0 , 'W", '0 _:E N t,,r QEZI RECORD (SFE S: U. ;V.Y 0S, 8 75 R 0: RIM 331.32 0 0 0, 0 E '323.32 (1;�CMP W.) 0 C IE '321.37,W CONC . S.) 0 0 0 6�0 �, D Al ` E 3 "C II (! 4 � x r O� 298 + �01" CATCH BASIN- 293 GRATE 332.87 ASPH...l.i, 95 IE 328.47 (12" CMP N.) it N IE 328.37 (12"CMP S.) 3292 . . ..... 10' SANFARY SE""jER 4` 1 EA - ES + NO-S. 7712280838 AND 19 0 3 2. 8 08, 8 ---- ------ -- -------- PC,\ 4- CON,-- CURB 4---+3 81 369 315 +3 K to 3 ( I 6 36 ol +3310 . 7 PARKII,,G IPE —*,2180 6 A) = 4 i 04 1 3, / X� 0 0 0 1 10" I,f/ , IE 320.92((36-CONC. N.) 2O rouqu �q(k Pk4 N G L±3 >�� X X X ASPHALT == . ..... . . ........ . ..... T_ T_ 0 U oucp>_,� �O T- A ZZ :z I T I I 1� .. 53) 11 it " 1�1 — IL .................... ....... — — ------ \t: __ N. I I X — - -- 741 To FEMM, r x4()'I.EXTRUE)ED CONIC, GUR C� G. `R SNYT REC TO F15111111111111111IN AIN. N EGII . E 308271265 0 ...... ..... . ..... II 9C X 231 ..... ..... 53,61 W IN W46*50 Vi7i j ELEV, 3 -------- y - ------- I ;z I! AN' ----------- — -------------- X_ 7-77 7 ---------- --------- Xf ----- P ------------ X— . ..... . ...... IV . ....... — - ---- .... . ..... . . ..... . .... - TV . ..... . r_7 7' . ..... 33 /CONC� WALK _4 -11 +30 0 4=,.1 --- — — ------ If - __ ---- -- ------ L3_4 ---- Ct)R`33 '31 _'01 KA. NTER D GUTTER ".7y: '�' 0 IrIONC, 0 U FW_1_ T ',NITH 4��O TR?� 1� _> A IN D G:;, � -7 E R 1 11 JlS W . .... W +3103 V ASPHA'j.. CATCH BASIN 1 P4- W . . . ........ . . .... W . ........ PN,�332,4 N G '—CRATE 330.44 IE Z2"4__Q2" PVC S.) S.W." 336TH STREET ASPI'A" -C . ...... =W452 1463 U 3LIC. SIFREE I) N 88'46150" W 1.322.10' (MVE `_;jRED) II - - - - - - - - - - - - STORM MANHOLE (1-321.44 SURVE-i' REC'. NO. 8705019004; STORM MANHOLE II RIM 331.66 RIM 331.62 STORM MANHOLE IE 325.57 (8" CMP E.) RIM 331.05 IE 325.57 (12"CMP N.) IE 325.82 (15" PVC S.) CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONIUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. LMUW CONFLICT NOTE CAUTION - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VER11CAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY 4 VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I* -3, fAND 1: '40E ACCE's rSM'T TO K:N-C COUNTY PER CATCH BASIN I 891092004,221, BJ092200425, GRATE 332.87 8910922,004226, 8909200427 IE 328.14 (8" CMP E.) -ekNDI 8909/2%,004:28 VE E 327.64 (12-CMP Nj 327.44 (12"CMP S.) I ==� 3318 A, HAI �Y\ PAVINC; E3322 S� ,4 X25 ESS IT DR Ril.'CVO 91108Ct8� 3323 POS T (Nc SAN, SEWER MANHO! E ............................................... W 33/2,02 W.) IE 324-67 (80 PVC `7 IL X -PVJ24.47 (8C 44, Y0, EXTRUDED CONC. CURB 4 X 7� 7�� Q, i�_ X X X 41 PAiNTE1 N,,NC, 'AALK B�AR I 11'Y STOP 3006 CONC, CURB AND G-1UTTER W 2101— W CATCH BASIN W / — -1 GRATE 332.73 IE 326.98 (12- PVC S.P. 888046z 460#il::i,.89 2.1.11 1 II STORM MANHOLE LL RIM 332.07 FOUND BRASS Njki: STORM MANHOLE 'IN CONCRETE �N CA S E C V I RIM 333.26 ,q-: CORN:E�I.�, SIN 1 j /4, s:- 1 1 14 SECI, T. 21 N1, I PMK NO.: I CITY OF FEMIAL WAY APPROVED BY: DATE: A. 4 W A s111 37819 ��/ S AL F —EXPIRES 6-23-04 1 0 f(r, ro, 0 DEPARTMENT AC. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 (D 1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: SEPT. 3, 2002 PERMIT: NOV. 14, 2002 BID: CONSTRUCTION: revisions 0 5-7-03 PERMIT REVISIONS_ AS 5-28-03 PERMIT REVISIONS A A A A A A 0 00 211 N .0 K to 3 ( I 6 36 ol +3310 . 7 PARKII,,G IPE —*,2180 6 A) = 4 i 04 1 3, / X� 0 0 0 1 10" I,f/ , IE 320.92((36-CONC. N.) 2O rouqu �q(k Pk4 N G L±3 >�� X X X ASPHALT == . ..... . . ........ . ..... T_ T_ 0 U oucp>_,� �O T- A ZZ :z I T I I 1� .. 53) 11 it " 1�1 — IL .................... ....... — — ------ \t: __ N. I I X — - -- 741 To FEMM, r x4()'I.EXTRUE)ED CONIC, GUR C� G. `R SNYT REC TO F15111111111111111IN AIN. N EGII . E 308271265 0 ...... ..... . ..... II 9C X 231 ..... ..... 53,61 W IN W46*50 Vi7i j ELEV, 3 -------- y - ------- I ;z I! AN' ----------- — -------------- X_ 7-77 7 ---------- --------- Xf ----- P ------------ X— . ..... . ...... IV . ....... — - ---- .... . ..... . . ..... . .... - TV . ..... . r_7 7' . ..... 33 /CONC� WALK _4 -11 +30 0 4=,.1 --- — — ------ If - __ ---- -- ------ L3_4 ---- Ct)R`33 '31 _'01 KA. NTER D GUTTER ".7y: '�' 0 IrIONC, 0 U FW_1_ T ',NITH 4��O TR?� 1� _> A IN D G:;, � -7 E R 1 11 JlS W . .... W +3103 V ASPHA'j.. CATCH BASIN 1 P4- W . . . ........ . . .... W . ........ PN,�332,4 N G '—CRATE 330.44 IE Z2"4__Q2" PVC S.) S.W." 336TH STREET ASPI'A" -C . ...... =W452 1463 U 3LIC. SIFREE I) N 88'46150" W 1.322.10' (MVE `_;jRED) II - - - - - - - - - - - - STORM MANHOLE (1-321.44 SURVE-i' REC'. NO. 8705019004; STORM MANHOLE II RIM 331.66 RIM 331.62 STORM MANHOLE IE 325.57 (8" CMP E.) RIM 331.05 IE 325.57 (12"CMP N.) IE 325.82 (15" PVC S.) CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONIUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. LMUW CONFLICT NOTE CAUTION - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VER11CAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY 4 VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I* -3, fAND 1: '40E ACCE's rSM'T TO K:N-C COUNTY PER CATCH BASIN I 891092004,221, BJ092200425, GRATE 332.87 8910922,004226, 8909200427 IE 328.14 (8" CMP E.) -ekNDI 8909/2%,004:28 VE E 327.64 (12-CMP Nj 327.44 (12"CMP S.) I ==� 3318 A, HAI �Y\ PAVINC; E3322 S� ,4 X25 ESS IT DR Ril.'CVO 91108Ct8� 3323 POS T (Nc SAN, SEWER MANHO! E ............................................... W 33/2,02 W.) IE 324-67 (80 PVC `7 IL X -PVJ24.47 (8C 44, Y0, EXTRUDED CONC. CURB 4 X 7� 7�� Q, i�_ X X X 41 PAiNTE1 N,,NC, 'AALK B�AR I 11'Y STOP 3006 CONC, CURB AND G-1UTTER W 2101— W CATCH BASIN W / — -1 GRATE 332.73 IE 326.98 (12- PVC S.P. 888046z 460#il::i,.89 2.1.11 1 II STORM MANHOLE LL RIM 332.07 FOUND BRASS Njki: STORM MANHOLE 'IN CONCRETE �N CA S E C V I RIM 333.26 ,q-: CORN:E�I.�, SIN 1 j /4, s:- 1 1 14 SECI, T. 21 N1, I PMK NO.: I CITY OF FEMIAL WAY APPROVED BY: DATE: A. 4 W A s111 37819 ��/ S AL F —EXPIRES 6-23-04 1 0 f(r, ro, 0 DEPARTMENT AC. 9330 BALBOA AVENUE SAN DIEGO, CA 92123 (D 1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: SEPT. 3, 2002 PERMIT: NOV. 14, 2002 BID: CONSTRUCTION: revisions 0 5-7-03 PERMIT REVISIONS_ AS 5-28-03 PERMIT REVISIONS A A A A A A 0 00 211 N .0 :0 z J 79 'a C CL Cn W 0 0 Z_ ! 5 to Z W0 aJ V) LILJ :D X Z CL 0 Z Z W L<L- Nz :5 M >< n C14 CI-4 C4 00 Q00 & 0 z CN r- z (3) (0 00 Wrx 04 r- U') U') W W Z 0 Z L0 C14 C14 ur) U-) z — �5 C'4 Z Uj _j 500 5 �: 0 Cn z Uj 0 L0 00 E N 2 Z 0 46 .0 0 00 00 r- 0 00 r- CD z O site information CD (D MK TYPE: 8EF40 00 JIB E: Ln 0 ADDRESS: 2500 SW 336TH ST. FEDERAL WAY, WASHINGTON DRAWN BY: MDY 00 SCALE: 1 "=20t (D RcOubfi.111 I I JUN 0 82U013 co '0 0 C 1 M 1 CITY OF FEDERAL WAY EROSION/SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES, AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). 8. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. DUE TO POTENTIAL EROSION HAZARD, CLEARING SHALL BE LIMITED ONLY TO THE MONTHS OF APRIL THROUGH OCTOBER, AND ONLY TO THOSE AREAS REQUIRED FOR CONSTRUCTION OF ROADWAYS AND UTILITIES, DURING THE MONTHS OF APRIL THROUGH OCTOBER. (PLAT APPROVAL CONDITION NUMBER 7b). 17. PROTECT EXPOSED SOILS FROM WEATHERING BY WIND OR RAIN BY COVERING PILES OF SOIL WITH TARP. (PLAT APPROVAL CONDITION NUMBER 7b). CITY OF FEDERAL WAY GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.). 4. BEFORE ANY CONSTRUCTION OF DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CITY CODE (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M. MONDAY THROUGH SATURDAY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2-06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BUTTHE SH DIRELL CTOR ORESOF PUBLIC WORKS SANCD NOTED ON THESE (AAP3 ROVED PLANS. ANY OPEN 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 -TRAFFIC CONTROL, SHALL APPLY. 15. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS (STOP, DEAD END, NO OUTLET, STREET NAME, ETC.). PER LATEST EDITION OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). 16. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 17. ALL FILLS REQUIRE DENSITY TEST AND SOIL REPORTS. ;4 CITY OF FEDERAL WAY DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41, 46, 47, OR 48, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF FEDERAL WAY." 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN FEDERAL WAY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY FEDERAL WAY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN." THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETENTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR RAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. CITY OF FEDERAL WAY STORM DRAINAGE OUTFALL RIP RAP SPECIFICATIONS * RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8 INCHES PASSING 6 INCH SQUARE SIEVE 40-60% OR MEDIUM STONE SIZE 6 INCHES PASSING 2 INCH SQUARE SIEVE 0-10% OR MINIMUM STONE SIZE 2 INCHES ** RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: MAXIMUM STONE SIZE 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE 16 INCHES MINIMUM STONE SIZE 4 INCHES CITY OF FEDERAL WAY SILT FENCE NOTES A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIJ IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLONt SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA -STRENGTH FILTER FABRIC AND A CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E. APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2: TEMPORARY TEMPORARY "Vn DITCH NOT TO SCALE NOTES: 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANINGTHE APPROACH / / BASIS. D IRECTOD BY o COUNTYN A R HE UNTY �F'Q10 2. �F MUST IOBEA ADDED. QUARRY SPACES 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. 01 0 �OGF' 0 00 a fl S.�'�) O OOOo o O OU0 0 0 00 po5 Ooo O \ R= 25' MIN. 4"-6" QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 2"x4" WOOD POST ALT: STEEL FENCE Pt FILTER FABRIC MATE 2%2%14 GA. WIRE FABRIC OR EQUIV. PROVIDE .75" - 1.5" WASHED GRAVEL BACKF IN TRENCH AND ON BC SIDES OF FILTER FENCE FABRIC ON THE SURFA( FILTER FABRIC MATE USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2"x2"x14 GA. WIRE FABRIC OR EQUIV. (I BURY BOTTOM OF FILTER I I MATERIAL IN 8"x12" TRENCH II �I I 6' MAXL11 I „» U 2 x4 WOOD POSTS, STANDARD OR BETTER, OR EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC FENCE DETAIL NOT TO SCALE 2" (MIN.) COMPACTED DEPTH - CLASS "B" ASPHALTIC CONCRETE 4" (MIN.) COMPACTED DEPTH - CRUSHED ROCK BASE oa vv v p o � - ' o�o w00 ° 00 ° °O o 00 080 0 00° 0 0 0 O 0000 0 o non 00 o SEE GEOTECHNICAL ENGINEERING CALCULATION BY NELSON -CONVRETTE AND ASSOC., DATED SEPT. 3, 1999, FOR SUBGRADE PREPARATION AND PAVEMENT DESIGN RECOMMENDATIONS. TYPICAL PAVEMENT SECTION NOT TO SCALE MIN. 1' DEPTH 2"-4" GRAVEL MIN. 1' DEPTH 3/4"-1.5' WASHED GRAVEL llk0�ze,f urz c-�WIZIMEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 91999 Jack in the Box Inc. TOP OF TRAP EL= 332.0 These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. GEOTEXTILE-' 11 111 111 111 111-111=111-ITI=ITI=111=1 \-NATIVE SOIL OR COMPACTED BACKFILL dates SEDIMENT TRAP OUTLET DETAIL RELEASE: SEPT. 3, 2002 NOT TO SCALE PERMIT: NOV. 14, 2002 BID: CONSTRUCTION: ff( OF FEDERAL WAY APPROVED BY: DATE: EXPIRES 6-23-04 revisions ® 5-7-03 PERMIT REVISIONS 3T 5-28-03 PERMIT REVISIONS A 0 A 0 0 0 8 vv o o Q Z N 0 •N >c,, N m m Y >to C8. � 0 q. 0 U ¢ 0 _w z� O CY N � Z '< Q_ J Z w Ld N g M QONONO z CD z- z�cNoo z0O = N ( ( �3L0L0 wW 0Z N N w ONO W CV N S VV4 Q 2 c�00 z � '= w co `2 co 0 N b s .. Cp5J'" x 0 A ' i ` z O o a U 00 0 site information g N MK TYPE: 8EF40 0 JIB £: 8336 O ADDRESS: 0 2500 SW 336TH ST. FEDERAL WAY, WASHINGTON J) co DRAWN BY: MDY o SCALE: 1 "=20' CXD JUN 0 q V) 0 0 Cl'm2 0 oMCP►ACT ►IAKIlUr1i C' CTr)PkAr-II T1= R® SCALE: N.T.S GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT, PORTLAND, OREGON (503-240-3393). 2.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 3.) PRECAST CONCRETE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 & C443. 4.) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) ANTI —FLOATATION BALLAST TO BE SPECIFIED BY ENGINEER, IF REQUIRED BALLAST MATERIALS TO BE PROVIDED BY CONTRACTOR. 6.) PRECAST STORMFILTER EQUIPPED WITH 10—INCH PVC OUTLET STUB; AND AN INLET OPENING AT THE SPECIFIED LOCATION. 7.) DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON THE PRODUCTION SHOP DRAWING. SCALE: N.T.S OUTLET RISER — ENLARGED VIEW SCALE: N.T.S PRECAST MANHOLE STORMFILTER7 DATA PIPE ORIENTATIONS 180 DESIGN WATER QUALITY FLOW cfs 0.02 PEAK FLOW (cfs) 0.02 RETURN PERIOD OF PEAK FLOW (yrs) 2 YR # OF CARTRIDGES REQUIRED 3 INLET PIPE #1 215' MEDIA TYPE PERLITE INLET PIPE #2 NA (In—Out)=2.3' Min. I.E. MATERIAL DIAMETER OUTLET PIPE 0* INLET PIPE #1 324.74 CPEP 12" RIM ELEVATION 331.7 INLET PIPE #2 NA ANTI —FLOATATION BALLAST (USE N/A IF NOT REQUIRED) OUTLET PIPE 322.44 CPEP 1 107 NOTES/SPECIAL REQUIREMENTS: PRECAST 48" MANHOLE STORMFILTER WITH 3 CARTRIDGES DETAIL NTS 82' 90° 0° 270° WIDTH HEIGHT NA BOTTOM OF LID ELEV = CLEANOUT SHI TO BE HUNG EASIER ACCES PIPE SUPPOR" 3"xO.090 GAG IMBEDDED 2" 3'-0" SPACIN 12" CMP ST) CLEANOUT G 8" DIA SHEA FLOW RESTRICTOR RISER No. 1 NOT TO SCALE PAVED PARKIN TOP OF LID BOTTOM OF LID ELEV = OVERFLOW WS CLEANOUT SH TO BE HUNG EASIER ACCES RESTRICTOR F ORIFICE DIA.= PIPE SUPPOK 3"xO.090 GAG IMBEDDED 2" 3'-0" SPACIN 12" CMP ST) CLEANOUT G 8" DIA SHE,4 FLOW RESTRICTOR RISER No. 2 NOT TO SCALE 24" HIGH POLYPROPYLENE FELT BAG GRATE FRONT VIEW BASIN STORMWATER OVERFLOW NORMAL OPERATING LEVEL --FLOW HOLES SEDIMENT TRAP ZONE GRATE CATCH POLYPROPYLENE BASIN FELT "BOOT" STORMWATER OVERFLOW 24" HIGH � \;;;��\��\\\\\ NORMAL OPERATING �� \,\�� POLYPROPYLENE OI1�L ABSORBING.; LEVEL \ FELT BAG FILTERED � ME��\�� FILTERED ��`\\\\\ FLOW HOLES WATER wa FLOW \\\\ \\ FLOW \ SEDIMENT TRAP SIDE VIEW ZONE CATCH BASIN FILTERS NOT TO SCALE PEWirff NO G� A. T� �1 �F W A S,y 1?, IV CITY OF FEDERAL WAY Z o 0 DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 OO 1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: SEPT. 3, 2002 PERMIT: NOV. 14, 2002 BID: CONSTRUCTION: revisions 0 5-7-03 PERMIT REVISIONS 0 5-28-03 PERMIT REVISIONS A 0 0 A 0 A 0 O V Q _ •N z 'aa N "a I ad N Uj � Z CX N LLI C` J Z QL. ZW W N gz O � a) N0 z— W z 00 NI 1 w �'' u7 U-) Z �� w W N N ONO •— `1� vcn N ¢ ON,. 0lt� J 2 z u1 1 S � OON M LO �. z O m o o �"� In d' site information MK TYPE: 8EF40 JIB £: ADDRESS: 2500 SW 336TH ST, LO cc r- O_ N X C 0 V) 0a 0 N I I U U N N LO O O N O — Ln O 1= — a 0 FEDERAL WAY, WASHINGTON o, DRAWN BY: MDY I LO SCALE: 1 "=20' o i Q) _ 6 4 JU 2000 co ■ co O (D O i WET / DETENTION VAULT SEC NTS 37819 b �e APPROVED BY. ��ss DNA LV E DATE: EXPIRES 6-23-04 TYP. 2 G2A 4 N I 4" CONCRETE SLAB W/ #4 ® 16" O.G. EA. WAY (CENTER SLAB) I .5� I I L------------------------------------- THESE ORMIN65 MUST BE USED IN CONJUNCTION WITH THE CIVIL ENGINEERING DRANIN65 BY BAR&HAU5EN G0N5ULTING ENGINEERING, INC. FOR DETERMINING ALL FOOTING, 5LAB 4 MALL ELEVATIONS AND SLOPES, AND FOR ALL OPENING LOCATIONS AND ELEVATIONS. 5EGT I ON 5/4" = 1'-0 " BACKFILL) FOUNDATION PLAN SCALE: 1/4" JOINT GROUT PER PG PLANK MF6R. d A 02.1 I� I I I 1E 51ZE AND SPACING AL REINFORCEMENT A = 2'-0' FOR #5 4 5MALLER 2'-b" FOR #6 4 LARGER TYF. CORNER DETAIL 514" = 1'-0" 02.1 I. DO NOT BACKFILL UNTIL ROOF PLANKS AND CLOSURES ARE COMPLETED AND ALL CONCRETE NA5 REACHED f , = 5000 psi 2. ALL BACKFILL 15 TO BE PLACED EVENLY ALL AROUND IN EQUAL LIFTS. 3. T1415 VAULT IS NOT DES16NED FOR HYDROSTATIC PRESSURE WATER TABLE BELOW BOTTOM OF SLAB (SEE REPCRT). VERT BAR a EA. SIDE Ole 5LEEVE '2' iE R THM PIPE ETER -ytl 1R. \10 fYi'. TYF. OPEN I NO 3/4" = I'-O" I'-6" (1)-#5 x 6'-O";' EA. FACE TOP 4 BOI OF OPENING! SPLICES IN REINFORCEMENT SHALL NOT BE PERMITTED AT POINTS OF MAXIMUM 5TRE55 EXCEPT A$ SPECIFICALLY APPROVED BY THE ENGINEER. LAP SPLICES IN REINFORCING STEEL. IN CONCRETE SHALL HAVE A LENGTH IN INCHES AS INDICATED IN THE TABLE BELOW: CONCRETE STRENGTH: M = 3000 psi REINFORCING STEEL: fy = 60000 psi BAR SIZE RE6. BAR5 TOP BARS #4 2q 38 #5 36 41 #6 - - A. TABLE APPLIES ONLY TO REINFORCING STEEL AND CONCRETE VALUES AS 5HOM ABOVE. SCHEDULE DOES NOT APPLY TO LIGHTVEIGHT CONCRETE. B. CLEAR SPACING OF BARS 15 LIMITED TO A MINIMUM OF 2 X THE BAR DIAMETER AND COVER NOT LE55 THAN THE BAR DIAMETER. C. TOP BARS ARE HORIZONTAL BARS 50 PLACED THAT MORE THAN 12' OF CONCRETE 15 CAST IN THE MEMBER BELOW THE BAR. D. SPLICE LEN6TH5 ARE BASED ON CLA55 "B" SPLICE REQUIREMENTS. CONCRETE COVERAGE FOR REINFORCING SHALL BE A MINIMUM OF: FOR FOOTIWG5 POURED AGAINST EARTH 3' CONCRETE EXPOSED TO EARTH OR AMER, #6 4 LARGER 2" CONCRETE EXPOSED TO EARTH OR WATER, #5 4 SMALLER 1-1/2" DOWELS FROM FOOTINGS SHALL BE OF THE SAME 51ZE AND SPACING AS THE VERTICAL WALL AND COLUMN REINFORCEMENT UNLESS OTHERWISE NOTED. CONSOLIDATE CONCRETE 5LAB5 U51NG A MECHANICAL VIBRATORY SCREED SUFFLEMENTED WITH HAND RODDIN6 AND TAMPING A5 NECESSARY. WOOD FLOAT TO STRAIGHT-ED6E5 AND 50REEDS. USE MECHANICAL VIBRATOR FOR ALL fOOTIN65 AND 6RADE BEAMS. SANDBLAST SURFACES OF ALL PREVIOUSLY POURED CONCRETE TO EXP05E ROUGH A66RE6ATE5 BEFORE PLACING NEXT POUR. RE I NEORO I NG 5TEEL ALL REIWORCIN6 STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AGI 518-63, AND THE 'M MAL OF STANDARD PRACTICE' BY CR51, AND "PLACING REINFORCING BARS' BY CRSI AND THE WCRSi, AND AS MODIFIED BY THE PROJECT DRAW065 AND SPECIFICATIONS. #4 AND SMALLER REINFORCIN6 STEEL SHALL BE A5TM A615 GRADE 40. #5 AND LARGER REINFORCING STEEL SHALL BE A5TM A615 6RADE 60. WELDING OF REINFORCING BARS WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. ALL REINFORCIN6 BARS SHALL BE CLEAN OF LOOSE, FLAKY RUST, 6REA5E OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 1lllW: zr,, N5PEGTION IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE ALL INSPECTION5 REQUIRED BY THE LOCAL BUILDING DEPARTMENT. SPECIAL INSPECTION BY A QUALIFIED PER50N APPROVED BY THE ARCHITECT AND THE BUILDING DEPARTMENT SHALL 13E REQUIRED FOR THE FOLLOWING WORK: CONCRETE FOR FOOTINGS AND WALLS. ADHESIVE ANCHORS FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE 6EOTECHNICAL ENGINEER PRIOR TO FORMING AND REINFORCEMENT PLACEMENT. ALL COMPACTED FILL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER, REQUIRING HIS RECORDED APPROVAL. ALL COMPACTED FILL SHALL BE TESTED BY AN APPROVED TESTING A6ENCY AND THE REPORTS APPROVED BY THE STRUCTURAL AND 6EOTECHNICAL EN67INEER5. 5UBMITTAL5 SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR REVIEW TO THE ARCHITECT/5TRUGTURAL ENGINEER PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR TO VERIFY THAT THE SUBMITTAL IS COMPLETE PRIOR TO SUBMITTING TO THE ARCHITECT/5TRUCTURAL ENGINEER. MMN65 CREATED BY THE ARCHITECT/5TRUCTURAL ENGINEER SHALL NOT BE REPRODUCED AND/OR U5ED A5 A SHOP DRAWING SUBMITTAL. 5UBMIT ONE (1) REPRODUCIBLE TRANSPARENCY AND TWO (2) OPAQUE COPIES OF THE; SHOP DRAWINGS FOR THE FOLLOWING ITEMS: CONCRETE MIX DE5161tl SUBMIT SIX (6) COPIES W/0 TRANSPARENCY) PRECAST PRESTRESSED CONCRETE PLANKS SUBMIT CERTIFICATES OF COMPLIANCE/MILL CERTIFICATES TO THE AR( HITECT/5TRUCTUI;�AL. ENGINEER FOR THE FOLLOWING: REINFORCIN6 STEEL TE5TING ALL TESTS SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING, CODE AND AS FURTHER REQUIRED BY THE SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE TESTED OR BE ACCOMPANIED BY MILL CERTIFICATES. DEFERRED 5UBMITTAL5 APPROVAL MUST BE OBTAINED FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION OF THESE DEFERRED SUBMITTALS. SUBMIT PLANS TO THE ARCHITECTMN&INEER AND BUILDING DEPARTMENT FOR THE FOLLOWING ITEMS: PRECAST PRE5TRE55ED CONCRETE PLANKS GENERAL NOTE5 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 5TARTIWG CONSTRUCTION. ALL OM1551M OR CONFLICTS BETIOM THE VARIOUS ELEMENTS OF THE WORKING DRANIN65 AND/OR SPECIFICATIONS SHALL BE BROU6HT TO THE ATTENTION OF THE ARCHITECT OR THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK 50 INVOLVED. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES 5HOM ON DRANIWGS. DO NOT SCALE DRANING5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER 6ENERAL NOTES AND TYPICAL DETAILS. ALL WORK SHALL. CONFORM TO THE MINIMUM STANDARDS OF THE IggT EDITION OF THE UNIFORM BUILDING CODE AND ANY OTHER RE6ULATIN6z, A6ENCIE5 WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK. NO STRUCTURAL CHANGE5 FROM THE APPROVED PLANS SHALL BE MADE IN THE FIELD UNLESS, PRIOR TO MAKING CHANC-E5, WRITTEN APPROVAL 15 OBTAINED FROM THE STRUCTURAL ENGINEER. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL SUCH CHAN6E5 SHALL BE THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTOR OR SUB-GONTRAGTOR5 INVOLVED AND IT SHALL BE THEIR RESPONSIBILITY TO REPLACE OR REPAIR THE CONDITION AS DIRECTED BY THE STRUCTURAL EN6INEER/ARCHITECT. WHERE REFERENCE 15 MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDEN". DESIGN CRITERIA CODE: UNIFORM BUILDING CODE, Iggl EDITION M51C LOAM: RETAINING WALL: EFFECTIVE FLUID PRE59M 55 PCF LATERAL RE5. TO 5LIDIN6 0.40 H520-44 51ARGHAR6E 2'-0" FOUNDATIONS SEE FOWATIO14 REPORT BY NELSON-GOWRETtE 4 ASSOCIATES, INC. PROJECT No.: 2325g8 DATED: 5EPTEM13ER 3, IggB SOIL TYPE: FINE TO COARSE GRAVEL WITH SAND AND SILT FOUNDATION: SPREAD FOOTIN65. ALLOWABLE BE 2000 PSF (MAX -SEE REPORT) ALL FOUNDATION BEARIN6 AND FILL MATERIALS SHALL BE INSPECTED BY A REPRE5ENTATIVE OF THE 6EOTEC44NI0AL ENGINEER PRIOR TO FORMING AND REINFORCEMENT STEEL PLACEMENT. THE GEOTECHNICAL ENGINEER SHALL CONTINUOUSLY INSPECT ALL PHASES OF SITE WORK INCLUDING CLEARING AND EXISTING FILL REMOVAL. ALL FILL AND BACKFILL MATERIALS SHALL CONFORM TO THE RECOMMENDATIONS OF THE 6EOTECHNICAL REPORT. ALL CONCRETE MUST BE PLACED UPON W15TMM COMPACT NATURAL 501L OR APPROVED FILL COMPACTED TO 415% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURE PER ASTM DI551. DO NOT BACKFILL WALLS BELOW GRADE UNTIL STRUCTURAL PRECAST CONCRETE PLANKS HAVE BEEN INSTALLED AND GROUTED OR 5HORIN6 APPROVED BY THE STRUCTURAL ENGINEER 15 PROVIDED. ALL BACKFILL ADJACENT TO RETAINING WALLS SHALL BE PLACED IN 8' LIFTS AND COMPACTED TO q5% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURE PER ASTM DI557. ALL BACKFILL PLACED ADJACENT TO RETAINING WALLS SHALL BE PLACED WITH MANUALLY OPERATED EQUIPMENT IN A MANNER 50 AS NOT TO EXERT LATERAL PRESSURE ON THE RETAINING OR BASEMENT WALL5. ANY DAMAGE CAUSED BY EXCESSIVE COMPACTION PRE59M 15 THE RESPONSIBILITY OF THE CONTRACTOR/OWNER. CONTRACTOR TO PROVIDE DE -WATERING OF EXCAVATIONS FROM EITHER W;ZFAGE WATER, GROUND WATER OR 5EEPAa. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WAL.L5 BEFORE MASONRY HAS ATTAINED FULL M516N STRENGTH. GONORETE ALL PHASES OF WORK PERTAINING TO CONCRETE CONSTRICTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AGI 301, WITH MODIFICATIONS AS NOTED IN THE MMIN65 OR SPECIFICATIONS. is ►_ ri:_ �� .: �1 G� 1� I r i-'_' • r ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE, EXCEPT WHERE NOTED OTHERWISE. CONCRETE FOR WALL5, FOOTINGS AND SLABS ON GRADE SHALL HAVE MINIMUM STRENGTH AT 26 DAYS OF 5000 P51 BUT 514ALL HAVE NO LE55 THAN SIX (51/2) SACKS OF TYPE I I CEMENT PER YARD. TESTS OF CONCRETE SHALL BE REQUIRED. MAKE TEST FOR T DAY AND 28-DAY 5TRD*TH. MAKE A TEST (3 CYLINDERS) FOR EACH 40 CUBIC YARDS OF EACH CLASS OF CONCRETE WHEN PLACED IN LARGE: 00NTIW6 POURS OR AT LEAST ONE TEST (3 CYLINDERS) FOR POURS LE55 THAN 40 CMG YARDS OF EACH GLASS OF CONCRETE. WHEN TOTAL QUANTITY OF CONCRETE WITHIN A GIVEN MIX DESIGN 15 LESS THAT 40 CUBIC YARDS 5TRB*TH TESTS MAY BE WAIVED BY ARCHITEGT/EN6INEER IF, IN HIS JUD&ME:NT, ADEQUATE EVIDENCE OF SATISFACTORY STRENGTH 15 PROVIDED. TEST CYLINDERS IN ACCORDANCE WITH A5TM C-3q, BREAKING ONE CYLINDER AT I DAYS, I AT 26 DAYS AND HIOLDIN6 I IN RESERVE TO BREAK AT THE DISCRETION OF THE STRUCTURAL ENGINEER. ONE (1) SLUMP TEST Will BE TAKEN IN ACCORDANCE WITH ASTM C-143 FOR EACH SET OF COMPRE551VE STRENGTH TEST CYLINDERS TAKEN. MAKE SLIME TESTS IN ACCORDANCE WITH ASTM C-143. SLUMP TO BE 4", PLUS OR MINU51". NOT MORE THAN I GALLON OF WATER PER YARD OF CONCRETE MAY BE ADDED AT THE JOB SITE TO ADJUST THE SLUMP. MAXIMUM A66RE&ATE SHALL BE 1-1 1/2" EXCEPT FOR WALLS AND SLABS, WHICH SHALL BE 3/4' MAXIMUM. ALL REINFORCIN6 BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN P051TION PRIOR TO PLACID CONCRETE. NO PIPING OTHER THAN CONDUIT5 SHALL BE PLACED IN STRUCTURAL CONCRETE. ALUMINUM CONDUITS SHALL NOT BE USED. REFER TO CIVIL DRAWINGS FOR INSERTS, PIPE5, SLEEVES, ETC., EMBEDDED OR ATTACHED TO CONCRETE. PROVIDE SLEEVES FOR PLUMBING OPENINGS IN CONCRETE BEFORE PLACING. SEE DETAIL HEREON FOR REINFORCEMENT REQUIREMENTS. GORING IN CONCRETE 15 NOT PERMITTED UNLESS 5HOM. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN OF THE DRANIN65. ofwfurc, O O DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5 2002 P.M. DATE: #5 12-31-02 PERMIT: JUNE 05, 2003 BID: CONSTRUCTION: revisions 0 PERMIT COMMENT 06/03/02 42*1 Uj 0 �d T d. U 06Z I4b. UjU W 7:1 - E W = r."oV" m M U U w �/ � 4 U H..L < M N 03 site information MK TYPE: 8EF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST. FEDERAL WAY, WA. DRAWN BY: HJA / RDM SCALE: AS NOTED Ga2 ff P" I , il_- , c. I U 9 0 J ° DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5 2002 P.M. DATE: ##5 12-31-02 PERMIT: JUNE 05, 2003 BID: CONSTRUCTION: revisions Q PERMIT COMMENT 06/03/02 A 0 0 A 0 0 gui OV) U 7 _F- LU U =W �$a Wm Cie = =�arvu �° ��Veo L .< a v� M qqN W z N �a Cis NAL` site information MK TYPE: 8EF4O JIB #: 8360 ADDRESS: 2500 SW 336TH ST. FEDERAL WAY, WA. DRAWN BY: HJA / RDM SCALE: AS NOTED C Z' a: ; xa jo l G 2 ri 111=20' UTILITY EXTENSION PLAN CALL AFORE YOU DIG 1-800-424-5555 I TO qL N�iiz(E ��fND 1 FEDE-RAL WAY F OR WA1 .R )P-"-F.N�tION ItRETENII?t� PON,0 1 g BUILDING SETBACKS TO BE CALCULATED FROM THIS LINE PER K.C.S.P. 888040 I EDGE O 1z+6JA I E, R AVERAGE EwE,d, 322.3 I SSW *t-6' - - - - - - RIM=332.7 - - 2-7 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 8800 f2-V RIM=331.9 IE=326.00 S8C0 4", RIM=332.7 IE=328.20 S800 *4-V RIM=331.7 IE=327.50 8SM #5--v RIM=331.8 IE=325.90 ICJ 00 S 88'46 ( IJ ii II II II II II II II II II II II II it ' II II II it .... ;b::) CONK- ;;1,Rf II it II • "` II II Y°AF*T�t� C�< I I _ F� I >`s,.:Ft""HAI.,..T , I I(( y�� .e ••: :<}:: isz II II iN ,f l� 19 10' SANITARY SEWER ESM'T, REC. NOS. 7712280838 AND 7903280821. I 1 II • I II , I I ti i ,-------- �, FI CURB n i jryrV l L> CO CC PEMT NO. CRY OF FEDERAL WAY APPROVED BY: DATE: t-9 «��_ •- _. -_ :r = ram- r «• �� «•,«r • • -- r DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack In the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: SEPT. 3, 2002 PERMIT: NOV. 14, 2002 BID: CONSTRUCTION: revisions 0 5-7-03 PERMIT REVISIONS S 5-28-03 PERMIT REVISIONS 0 0 0 0 0 r p N N E Q =il > Z 0 0 L0 E s 8 o U qa ¢ p = N 0 C-) W p � Z gN z ¢ a� Z w gM Q O N ONO z0 Z M C(0 00 w Z i LO I v7 w z Q ,- -�j^ z_ w�00 LO N Z N Y�� N ...�� V� 00 s�� o J� N Q00 w N h 00 tyb, J� o N X m � � a w o z 0 o 0 �(D N N O U 00 N site information r 0 0 MK TYPE: 8EF40 N JIB £: I o ADDRESS: 2500 SW 336TH ST. o FEDERAL WAY, WASHINGTON - -a DRAWN BY: MDY I 00 fl- SCALE: 1 "=20' i Ln 00 �� I 0 0 U'. 2L'` EXPIRES 6-23-04 FEDERAL WAY, PROCESS III SUBMITTAL LEGEND & ABBREVIATIONS ALSO REFER TO LEGEND & ABBREVIATIONS ON CIVIL, SITE, PLUMBING, MECHANICAL, ELECTRICAL & KITCHEN DRAWINGS. & AND Q.T. QUARRY TILE 0 AT A.B. ANCHOR BOLT RAD.OR (R) RADIUS A.C. ASPHALTIC CONCRETE REINF. REINFORCEMENT INDICATES SHEARWALL LOCATIONS A.C.I. AMERICAN CONCRETE INSTITUTE ACP ACOUSTIC CEILING PANEL S.C. SAW —CUT JOINT WHERE NO CONDUIT OR PIPING WILL A.D.A.A.G. AMERICANS WITH DISABILITIES ACT SCHED. SCHEDULE BE PERMITTED TO PENETRATE SILL ACCESSIBILITY GUIDELINES SHT. SHEET A.F.F. ABOVE FINISH FLOOR SIM. SIMILAR OR TOP PLATE. SEE PLANS FOR ALUM. ALUMINUM SM SHEET METAL ADDITIONAL NOTES. A.P.A. AMERICAN PLYWOOD ASSOCIATION SMS SHEET METAL SCREW A.Q.T. ABRASIVE QUARRY TILE SPEC.(S) SPECIFICATION(S) ® ARCH. ARCHITECTURAL SQ. SQUARE BAIT INSULATION A.S.T.M. AMERICAN SOCIETY FOR TESTING SQ. IN. SQUARE INCH MATERIALS SO. FT. SQUARE FOOT BLK'G BLOCKING STD. STANDARD ® B.N. BOUNDARY NAIL STL. STEEL RIGID INSULATION BM. BEAM STRUCT. STRUCTURAL B.O.J. BOTTOM OF JOIST SUSP. SUSPENDED BUR BUILT UP ROOFING SYM. SYMMETRICAL GYPSUM BOARD BOTT. OR (B) BOTTOM C CONDUIT ( TOP CENTER LINE TEMP. TEMPERED (TEMPERATURE) THK. THICKNESS CERAMIC AND QUARRY TILE C.B.B. CEMENTITIOUS BACKER BOARD T & G TONGUE & GROOVE C.J. CONTROL JOINT (COLD JOINT) T.N. TOE NAIL CLG. CEILING T.O.B. TOP OF BEAM CCLEAR T.O.F. TOP OF FOOTING C..MM.. U. CONCRETE MASONRY UNIT T.O.PL. TOP OF PLATE PLYWOOD COL. COLUMN T.O.S. TOP OF SLAB CONC. CONCRETE T.O.W. TOP OF WALL CONN. CONNECTION TYP. TYPICAL CONCRETE CONST. CONSTRUCTION CONST. JT. CONSTRUCTION JOINT U.B.C. UNIFORM BUILDING CODE CONT. CONTINUOUS U.O.N. UNLESS OTHERWISE NOTED ® MASONRY CONTR. CONTRACTOR COMP COMPACTED (ION) C.T. CERAMIC TILE VERT. OR (V) VERTICAL V.W.C. VINYL WALLCOVERING ASPHALTIC CONCRETE PAVING DDOUBLE DEEGG.. OR ' DEGREE W/ WITH DIA. OR 0 DIAMETER WD, WOOD DIAG. DIAGONAL W.G.B. WATER RESISTANT GYPSUM EARTH GRADE DIM. DIMENSION BOARD DR. DOOR WT. WEIGHT DWG.(S) DRAWING(S) WWM. WELDED WIRE MESH SAND BASE EEACH E.C. ELECTRICAL CONTRACTOR E.F. EACH FACE EL. ELEVATION E.N. EDGE NAIL E.O.C. EDGE OF COUNTER / EDGE OF EQUIPMENT KITCHEN ROOM NAME E S. OR EAACHLSIDE Fl-10-1 ROOM NUMBER EXP, EXPANSION F.D. FLOOR DRAIN FDN. FOUNDATION F.F. FINISHED FLOOR 128 INTERIOR FINISHES F.G. FLOAT GLASS FLR. FLOOR FIN. FINISH F.N. FIELD NAIL F.O.B. FACE OF BEAM 100 ITEMS SUPLIED BY OWNER F.O.J. FACE OF JOIST F.O.M. FACE OF MASONRY F.O.P. FACE OF POST F.O.S. FACE OF STUD F.R.P. FIBERGLASS REINFORCED PANEL 00 EXTERIOR MATERIAL / FINISH F.S. FLOOR SINK FEET AA EXTERIOR COLOR G. FOOTING GA. GAUGE (GAGE) 1 G.B. GYPSUM BOARD G.C. GENERAL CONTRACTOR 4 A7.0 2 INTERIOR ELEVATION GALV. GALVANIZED G.I. GALVANIZED IRON GLB. GLUE —LAMINATED BEAM 3 H.D. HUB DRAIN HDR. HEADER O DOOR SYMBOL HDW. HARDWARE HGR. HANGER HGT. OR (HT) HEIGHT H.M. HOLLOW METAL HORIZ. OR (H) HORIZONTAL H.S.B. HIGH STRENGTH BOLT OA SHEARWALL / ANCHOR BOLT SYMBOL IN. INCH INFO. INFORMATION INV. INVERTED JT. OR JNT.) JOINT JIB FOOTING SYMBOL JST.OR �J i B) JOISTJack the Box Inc. 1a L ANGLE LB. OR (#) POUNDS LG. LONG 2 DETAIL NUMBER MAT. MATERIAL A7.0 SHEET NUMBER MAX. MAXIMUM M.B. MACHINE BOLT MEZZ. MEZZANINE MIN. MINIMUM MISC. MISCELLANEOUS 1 WALL SECTION NUMBER / ELEV. NO. MPH MILES PER HOUR S5.0 SHEET NUMBER M.P.S. MODULAR PANELBOARD SYSTEM M.S.B. MAIN SWITCH BOARD MTL. METAL NO. OR (#) NUMBER 1 BLDG. SECTION NUMBER N.T.S. NOT TO SCALE A6.0 SHEET NUMBER O.C. ON CENTER O.F.C.I. OWNER FURNISHED, CONTRACTOR INSTALLED OPNG. OPENING A REVISION SYMBOL P.C. PLUMBING CONTRACTOR P. LAM PLASTIC LAMINATE OR PARALLAM (BEAM) PL PLATE ELEVATION/DATUM MARK PLYWD PPLYWWOOD LINE PR. PAIR PSF. POUNDS PER SQ. FOOT PSI. POUNDS PER SQ. INCH I _:I;] I I, 1`��- . - EP��l 1F llkl[9_194� Aizj[: 014:7mil ZAI�I� :K VICINITY MAP SW 334th PL. a N J r-+ n- N SITE N N E SW 336th ST. SW CAMPUS DR. VICINITY MAP NOT TO SCALE HEALTH DEPARTMENT NOTES CONSULTANT INFORMATION ARCHITECT: TOM SPADER FREIHEIT & HO ARCHITECTS, INC., P.S. 10940 NE 33 RD PL., SUITE 202 BELLEVUE, WA. 98004 425-827-2100 M.E.P. ENGINEER: ALEX ABOSSEIN ABOSSEIN ENGINEERING 1844 114TH AVENUE NE BELLEVUE, WA. 98004 425-462-9441 CIVIL ENGINEER: KARL W. LUNDBERG BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA. 98032 425-251-6222 STRUCTURAL ENGINEER: JIM PERSING ADVANCED STRUCTURAL CONCEPTS 10940 NE 33 RD PL, SUITE 202 BELLEVUE, WA. 98004 425-889-2189 SURVEYOR: MATTHEW WEST DAVID EVANS & ASSOCIATES, INC. 3700 PACIFIC HWY. E. SUITE 311 TACOMA, WA 98424 253-922-9780 LANDSCAPE ARCHITECT: KEN LONEY MAIN STREET DESIGN 110 THIRD AVENUE N EDMONDS, WA. 98020 425-771-4809 LEGAL INFORMATION SHEET INDEX (TOTAL OF 15 SHEETS) 0 0 DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 Q 1999 Jack in the Box In These drawings and specificatio are the property of Jack in the Box and shall not be copied or reproduc without its previous written conse o1/22/03 12os A01101A—TS.dwg TS1.0 TITLE SHEET CIVIL C1.0 GRADING AND STORM DRAINAGE PLAN _ SITE SD1.0 SITE PLAN SD1.1 DISABLED ACCESS SITE PLAN SD2.0 SITE DETAILS SD2.1 SITE DETAILS SD2.2 SITE DETAILS SD3.0 SITE SURVEY LANDSCAPE dates L1 LANDSCAPE PLAN L2 — IRRIGATION PLAN RELEASE: AUG. 5, 20C P.M.(JIB ONLY): #5 12-31—C PERMIT: FEB. 25, 20 BID: CONSTRUCTION: L3 SPECIFICATIONS -- ARCHITECTURAL A1.0 FLOOR PLAN AND GENERAL NOTES A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS revisions PLUMBING Q PS1.0 UTILITY EXTENSION PLAN 0 0 A 0 A in 0 W 06Z �. V) W U Z W H W aeU W U.Q N7181 12 S T D FPtC(1{i` �FD� '_Ei� OWNER: JACK in the BOX Inc. (J.I.B.) - site information BUILDING ADDRESS: 2500 SW 336TH ST. MK TYPE: 8EF40 LEGAL JURISDICTION: CITY OF FEDERAL WAY JIB #: 8360 - MUNICIPAL CODES: 1997 U.B.C. W/ WA. STATE AMENDMENTS ADDRESS: GROSS BUILDING AREA: 2,100 SQUARE FEET 2500 SW 336TH ST FEDERAL WAY, WA TOTAL SITE AREA: 24,017 SQUARE FEET DRAWN BY: ARR SEATING: 40 SEATS (INDOOR) — SCALE: NONE PLANNING ZONE: NEIGHBORHOOD BUSINESS -- TITLE OCCUPANCY. A-3 COMML;NIiV�:� E ET - TYPE OF CONSTRUCTION: V—N — PARKING REQUIREMENTS: 1 PER 80 S.F. = 27 STALLS PARKING PROVIDED: 27 STALLS Tsi.no V 22 2 — d% 1 V-5 1 /2' ly F.F.L. 22'-2" MV j% 18'-5 1 /2" F.F.L. Asa EAST ELEVATION l�a S C A L E: 1/ 4"= 1'- 0" 1 3 A5.0 A6.3 NORTH ELEVATION S C A L E: 1/ 4 " = 1'- 0" WATCOUCAT['D CI IIC 22'-2" 18'-5 1 2" NIF 0'-0" Ob F.F.L. EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY ern MATERIAL/FINISH ANTI -GRAFFITI PAINT: SCUFFMASTER (800) 366-3965 EXT. 185 COLOR WHERE ANTI -GRAFFITI PAINT IS REQUIRED SUBSTITUTE: SCUFFMASTER ARMOR -COAT 1200, ALIPHATIC URETHANE COATING WITH KEVLAR, COLOR TO MATCH THE BELOW REFERENCED COLORS. SMOOTH TEXTURE. MATERIALIFINISH: 01 HARDIPLANK SIDING 02 PREFINISHED ALUMINUM AWNING. (BY SIGN CONTRACTOR) 03 24" x 36" S.S. FLASHING AT GREASE RECOVERY TAP IN 04 ALUMINUM STOREFRONT SYSTEM z 1" CLEAR INSULATED GLASS 1" CLEAR INSULATED GLASS W/ SOLARBAN 60 COATING F-] 1/4" CLEAR GLASS 1-1 ANTI -GRAFFITI FILM 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED BUILDING SIGNAGE (NOT A PART OF THIS PERMIT) 07 WALL MOUNTED LIGHTING FIXTURE 08 ELECTRICAL METER 09 PREFINISHED METAL PARAPET COPING (O.F.C.I.) 10 12" HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 METAL FLASHING 12 BUILT-UP ROOFING SYSTEM 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 16" W x 16" H WALL LOUVER - SEE SPEC'S, SHEET SP1.2, DIVISION 10 15 CO2 FILL BOX METAL COVER 16 PRE -MANUFACTURED COOLER/FREEZER BOX. G.C. TO PROVIDE HARDIPLANK SIDING 17 GALV. METAL - DOWNSPOUT & OVERFLOW 18 ROOF LADDER WITH SECURITY COVER 19 6" HARDIPLANK VERTICAL TRIM AT CORNER 20 8" HARDIPLAN VERTICAL TRIM AT CORNER COLOR: A BENJAMIN MOORE-MOORGLO LATEX HOUSE AND TRIM PAINT #096-967 "OFF WHITE- 8 RED C #40 DARK BRONZE ANODIZED D WHITE TEXT ON RED BACKGROUND E WHITE WITH RED BAND F COLOR/FINISH TO MATCH ADJACENT SURFACE G COLOR TO MATCH BENJAMIN MOORE - MOORGLO LATEX HOUSE AND TRIM PAINT #096-967 "OFF WHITE" H MIL FINISH ALUMINUM J BENJAMIN MOORE PAINT: #283-2134-40 "WHALE GRAY", SOFT GLOSS (PAINT ALL SIDES OF THE DOOR) K BENJAMIN MOORE PAINT: #071 "BLACK". L NATURAL CONCRETE, GRAY. M STAINLESS STEEL NOTE: EXTERIOR ELEVATIONS 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I.C.). 2. C.J. = PLASTER CONTROL JOINT PER 9 A9.2 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES (U.N.O.) 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. °NWW0 ON 1 DEPARTMENT V 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): #5 12-31-02 PERMIT' FEB. 25, 2003 BID: CONSTRUCTION: revisions 0 0 0 0 A 0 0 a� Lu J � N N G = LL fL M Q O 5 LU cr = W A i m c W Q ma oN 0- U 06Z N LJJ U T w LU_ aeU Cie U. Q 7812 AkCHIIECT THOM LEO SPADER STATE OF WASHINGTON site information MK TYPE: 8EF40 JIB #. 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: ARR SCALE: ' AS NOTED EXTERIOR ELEVATIONS A401 5E CT I ON 02 900 SECTION 02150 2.10 VALVE BOXES LANDSCAPE PART i GENERAL 1.1 SUMMARY A Section Includes: Work includes all labor, material and equipment necessary for proper execution of the work that includes: I. Topsoil. 2. Fine grading 3. Plant material. 4. Fertilizing all plant material 5. Mulch 6. Cleanup of entire site. 1 One year guarantee of all work performed. B. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. C. Substitutions: Substitutions will be considered only under the terms and conditions of Section 01600. 1.2 QUAL I TY A55URANCE A. All plant terial used shall be true to name and size, nurser grown stock, unless otherwma ise specified and conform to the American Standard for nuserg stock, latest edition. B. At least one qualified supervisor who is familiar with the requirements of the project shall direct all operations and be responsible for all work performed. C. The protection of all existing vegetation that is to be retained shalt be the responsibility of the Landscape Contractor along with all vegetation on adjacent property. 1.3 GUARANTEE A. Guarantee all materials and workmanship for one year from date of acceptance by Owner. Contractor shad not be held responsible for any damage as a result of vandalism or extreme climate conditions. Stolen or missing material before acceptance of project by Owner shall be responsibility of the Contractor and replaced. B. This gquarantee is contingent upon proper maintenance by Owner. Periodic inspections shallbe made by Contractor during guarantee period and improper maintenance shall be brought to the attention of Owner or his agent. if improper maintenance is not corrected within thirty days, the Contractor may reject guarantee claims caused by improper maintenance. C. All plant material that needs replacing will be replaced within 10 days of notification of Owner, unless weather conditions, plant availability or other on site conditions exist. 1.4 MAINTENANCE A. All planting areas shall be maintained during construction and for 90 days bg Contractor after final acceptance by Owner. Maintenance shad include watering, weeding, pruning, plant replacement, re -staking and guying, lawn mowing and edging. B. All walks, drives, and pathed areas shall be kept clean during maintenance. 1.5 iN5PECTiON5 AND ACCEPTANCE A. Subgrades will be inspected and accepted by the Landscape Contractor before start of irrigation installation and placement of topsoil. All construction debris, large rocks and impervious soils will be removed. B. Give Landscape Architect or Owner Rep. 48 hours minimum notice for all inspections. C. All plant material will be inspected for form, health and size before installation. D. Final landscape and irrigation installation will be inspected by Landscape Architect or Rep. If necessary, a re -inspection will occur for all corrections. E. Acceptance will be made in writing and maintenance and plant guarantee will commence from that date. PART 2 - MATERIALS 2.1 TOP50 I L A. Topsoil shall be Pacific Topsoil 5-Way Mix or locally supplied approved equal. All topsoil shall be free of stones, clods, sticks, roots and all other debris. It shall contain no toxic material. Submit sample to Landscape Architect before installation. 2.2 MULCH A. Fine grade bark mulch, Groco, Steerco, Grolite or approved equal. Submit sample to Landscape Architect before installation. 2.3 FERTILIZER A. 4-2-2 Argro Transplanter in all plantingg pits per manufacturers recommendations. Provide 10-20-20 Granular Form Ferti Izer for lawn areas. 2.4 L iME A. Provide an Acid -Neutralizing agent, Agro Dolomite, or approved equal to bring the pH factor to 6.0 in all piantTng and seeding areas. 2.5 TREE PRUNING A. "Tree Heal" or approved equal, shall be used to repair all tree wounds. 2.6 TREE 5TAKiNG A. 2 x 2 fir tree stakes. 13. 16 gauge galvanized steel guy wires. C. New 3/6" clear vinyl hose. 2.-i PLANT MATERIALS A. Plants not conforming to standards and requirements shown on accompanying plans may be rejected at anytime. In grouped planting areas, precedence shall be given to specified distance on center rather than estimated number of plants, be it larger or smaller, unless specifically indicated on plan. B. Standards for grading include: It Ornamental Evergreen and Deciduous Plants Nursery Stock Standards for the Washington State Department of Agriculture" (Order No. 122S, 1230, 1321 and 1322) and the most recent edition of "American Standard for Nursery Stock". C. Plant materials shall be nursery grown under climatic conditions similar to locallyy of projects and shall have been transplanted or root pruned at least once in the last three lyears. Plant material shall be normally shaped, exceptionallyy heavy, well branched and fully foliaged when in leaft and shall have healthy, well-deveio ed root syystems. Any pi nt material, which shows signs of noxious weeds in the rootball, will not be accepted and will be immediately removed from the site. (Noxious weeds include, but are not limited to, Quack grass, Canadian thistle, Horsetail and Morning glory). D. Trees must be self-supporting and be straight trunked with leader intact. E. Trees with broken balls of earth shall not be used in the work The rootballs must be such that, if taken from their container, the root system is sufficient to hold the ball intact. Under no circumstances shall container stock be handled by their trunks, stems or tops. F. Container stock shall have been grown in container in which delivered for at least four months but not over two years, and shall not be rootbound. G. Plants larger in size than those specified may be used at no additional cost to the Owner. Plants at sizes other than specified must be approved in writing by the Landscape Architect. H. Locally grown sod will be used, selected for specific site and conditions. PART 3 - IMPLEMENTATION 3.1 EXECUTION A Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work B. Remove all construction debris, large rocks, weeds, grasses and other debris. if herbicide is required, allow time before plant installation as required. C. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 LAYOUT A. The location of plant material and landscape elements shall be verified bg the Landscape Architect prior to installation. The Landscape Architect retains the right to adjust locations. 3.3 TOPSOIL INSTALLATION A. Add amendments as required. B. Rototill subggrade to a minimum depth of 8"-12". Apply ro" of topsoil, lightly rototill into subgracle. C. Pit plant trees and shrubs per drawings. 3.4 FINE GRADE A. All areas shall be fine graded to specifications before planting and flush with adjacent grades, unless indicated otherwise. Positive drainage shall be maintained in all areas. 3.5 FINISHED CONDITIONS A. In planting areas, finished grade shall be 1/2" below curbs, walks, drains and all surface edges. B. In lawn areas, finished grade shall be 1/2" above top of curbs, walks, drains and all surface edges. 3.6 VERIFICATION OF GRADES A. All grades shall be verified with the Landscape Architect or Owners rep. prior to planting. 31 LAYOUT A. All plant locations shall be staked and then locations verified by Landscape Architect or Owners rep. B. Any variance between plans and actual site shall be brought to the attention of the Landscape Architect before proceeding. C. For mass planting areas, boundaries may be staked rather than individual plants. Spacing shall be in a triangular pattern. 3.0 PLANTING PiTS A. Pits shall be dug as indicated on plans. Scarf inside surface of pits. Positive drainage from all rootballs. Notify Owner if planting pits do not drain so corrective action can be taken. 3.3 PLANT PROTECTION A. All plantings shall be protected against unusual weather and the public. Unseasonal planting may require special planting techniques to insure plant survival. if plants cannot be planted within thirty-six (36) hours of arrival on site, they shall be " heeled in" and protected with mulch or earth. 3.10 PLANTING A. Trees in Planter Beds: Hold plants in center of hole with nursery crown height raised approximately 2" above finished grade of topsoil. Firmly compact backfill, then fill hole with water and allow to settle. Remove all string ties or straps holding rootball of bailed and burlapped plants form crown area. Complete backfili itghtig compacting 1"-2" deep basin area above outer edge of rootball. Fill basin and let water slowly permeate soil. Remove all string ties or straps holding rootball of balled and burlapped plants from crown area upon completion of planting. top -dress all plantings with "Osmocote" fertilizer per manufacturer's specifications. Finish grades of trees after planting and settling shall afford positive drainage away from crown one quarter or an inch (1/4") per foot. B. Trees with Tree Wells: Follow same procedure for trees in planter bed, but eliminate 1"-2" basin (see planting detail). Finish grade of trees after planting and settling, shall afford positive drainage away from crown one quarter of an inch (I/4") per foot. G. Trees with Tree Guard: Hold trees in center of hole with nursery crown height 1" above finish grade of topsoil. To complete planting, follow same procedure to Trees in planter bed, but eliminate i"-2" basin (see planting detail). Finish grade of trees after planting and settling, shall afford positive drainage away from crown. D. Barefoot Trees: Keep roots of barefoot trees moist and covered with sawdust or a soil medium until tree is ready to be placed in hole. Hold tree in center of hole with nursery crown height raised approximately 2" above finish grade of topsoil. Backfill approximately halfway, lifting tree 2 to 3 times while firmly compacting backfill. Fill hole (ie. in bed, in sod with tree wells or tree in sod with guard). Barefoot trees shall be planted only between November 15th and March 15th E. Shrubs in Planter Beds: Hold shrubs in center of hole with nursery crown height 1" above finish grade to complete planting. Follow same procedure for tree in planter bed (see detail planting). F. Backfiil material shall be one half native and one half topsoil mix, herein specified. G. All container grown plants shall have the sides of the rootballs scarified prior to planting. H. Rootbails, which have dried significantly, shall be soaked before planting. Freshly dug plant material, which is dry, Should receive enough water to moisten rootball but not damage it. 1. Prune broken roots vertically with a sharp knife. J. Notify Landscape Architect if drainage conditions are adverse. K. Use water breakers on hoses for all watering of plan 3.11 PRUN i NG A. The Landscape Architect shall supervise pruning of trees and shrubs. Limit pruning to the removal of injured twigs and branches, unless otherwise directed. All injured tree roots shall be pruned before planting. 3.12 MULCHING A. Provide 2" layer of mulch on all planter beds. Maximum depth of mulch at crown of rhododendrons and azaleas shall be one-half inch Before installation of mulch, contact Landscape Architect for semi-final inspection of planting areas, grades, soil depth and plant location. Should the Landscape Contractor install mulch before inspection, It shall be at his own risk If sod has been laid prior to mulching, the Landscape Contractor shall take all necessary precautions to protect the sod. 3.13 FINE GRADING iN SOD AREAS A Fine grade to a uniform finish following contours at all areas and removing all surface rock larger than 3/4" in diameter. 3.14 501D LAWN INSTALLATION A. Sodding shall take place after shrub planting and mulching is complete. Install sod so that all Joints are tight and smooth. Lay sod with long edges perpendicular to the slope. Alternate Joints in running bond fashion. Roll sod to provide a uniform surface. Irregularities of 1" in 5" will be the maximum acceptable tolerance. Approval will be based on uniform, healthy and vigorous growth, with no dry or dead spots. Any sod which has not been installed within 12 hours of cutting shall be removed and disposed of off -site. 3.15 FiNAL CLEAN UP A. Clean all planting areas and finish rake. Wash and clean all building and paving surfaces that were affected by landscape installation. 3.16 GENERAL A. The landscape landscape contractor shall be responsible, for a SO -day period after acceptance by Owner, for keeping all plantings and work incidental thereof in good condition by replanting, plant replacement, watering, weeding, cultivating, pruning, spraying, reguying and all other necessary operations of care for promotion of root growth and plant life, so that all work is in a satisfactory condition. Lawn areas shall be mowed as necessary during construction to maintain a height of 2". B. No work shall be done within, adjacent to or over any plant or planting area without proper safeguards and protection to the plant material. C. Paths, sidewalks and all other paved areas shall be kept clean when planting and maintenance operations are in progress. END OF SECTION IRRIGATION PART i GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, tools and equipment as necessary for proper execution and completion of all irrigation work Whether specifically mentioned or not, the intent is that the Contractor shall furnish a complete and operable system as indicated on the drawings. No substitutions are acceptable without prior written consent of the Landscape Architect. 1.2 WORK BY OTHERS A. Installation of 110-Volt electrical service from electrical source to automatic controller, including wire hook-up into mounted controller. Irrigation Contractor will mount controller per design and coordinate with General Contractor. B. Provide threaded stub out at discharge side of domestic water meter or exempt meter if used. Size per plan. 1.3 RESPONSIBILITY A. The irrigation Contractor shall be responsible for protection of adjacent property, existing vegetation designated for preservation, and the safety of the general public. The existence and locations of underground utilities are not guaranteed and shall be investigated and verified in the field by the irrigation Contractor before starting work The irrigation Contractor will be required per state law to call the Underground Utilities Locator Service before work commences. The Irrigation Contractor shall be held responsible for any damage to and protection of existing utilities and structures. 1.4 VERIFICATION OF WATER PRESSURE A. Verify water pressure at point of connection. 1.5 VERIFICATION OF EXISTING CONDITIONS A. Before proceeding with any work, the Contractor shall verify all dimensions pertaining to the location of irrigation equipment. Should any errors or conflicts in the drawings and/or specifications be found, the Contractor shall immediately notify the Landscape Architect. 1.6 PERMITS A. The Contractor shall apply and pay for all necessary permits and fees required by the governing codes. ]1 INSPECTIONS A. When trench depth inspection, head layout, pressure tests and performance tests are to be conducted, the Contractor shall give advance notice of forty-eight hours (46) to the Landscape Architect. 1.a 5YSTEM FAMILIARIZATION A. Upon acceptance of system bg Landscape Architect, Contractor shall provide necessary keys and/or other tools necessary to operate/drain/activate system and shall spend sufficient time with Owner to insure that system operation/maintenance/winterizing can continue on after the departure of the Contractor. Contractor shall label circuits clearly on controller. 1,9 'A5-51JILT' DRA ING5 A. Marked prints showing the actual installed location of all irrigation equipment shad be provided within 20 days of final acceptance. 1.10 WARRANTY AND REPLACEMENT A. Warranty materials and workmanship for one year from date of conditional acceptance. This warranty excludes work done on system by others after final acceptance. 1.11 QUAL i TY ASSURANCE A. All work shall comply with all local plumbing and health codes. Contractor shall be responsible for all necessary permits. B. Contractor shall be a qualified irrigation contractor with a sprinkler mechanic's license. Submit project names and locations or past Jobs when requested by the Architect. C. All electrical work involving the contractor shall be done by a licensed electrical contractor. PART 2 MATERIALS 2.1 GALVANIZED PIPE A. Shall be Schedule 40, domestic manufacture, and shall conform to ASTM Designation A 120-65. Fittings shall be malleable galvanized. 2.2 PLASTIC PiPE A. Shall be PVC 1120 or 1220, Class 200 for all lateral piping (downstream from valves), Class 200 PVC for pressure line, and Schedule 40 between meter and double-check valve. B. Pipe shall be marked with manufacturer's name, class of pipe, NSF seal and date and shift of manufacturing run. Pipe shall bear no evidence of interior or exterior extrusion marks. marks. C. Pipe walls shall be uniform, smooth and glossy. Pipe may be pre -belled or with individual solvent -weld couplings. D. Fittings shall be Schedule 40 weight, full size. Fittings, cement, and thinner shall be of brand(s) recommended bg manufacturer of pipe. E. Sleeving to be PVC Class 200 or better. 2.3 REMOTE CONTROL VALVES A. Automatic valves shall be of the size indicated on the plan. Valves shad be rainbird series or approved equal. valve shall include a flow adjustment/shut-off handle and shall be an all -plastic 24v-solenoid type angle valve. 2.4 AUTOMATIC CONTROLLER A. Per Irrigation Plan 2.5 CONTROL WIRE A. 014-1 OF direct burial wire. White shall be common, red the valve impulse, yellow the master valve, and a fourth color as a spare wire. 2.6 SPRINKLER HEADS A. Heads as specified on plans. 21 RISERS A. Galvanized or Schedule 80 PVC. B. Shall be of same IPS as the sprinkler base. C. Pop-up type sprinklers shall be on PVC triple swing risers while shrub type sprinklers shall be on a PVC double swing riser. D. Note details. 2.& BACKFLOW PREVENTION DEVICES A. Double-check valve assembly shall be installed on the discharge of the meter or service cor>riection as shown on the plans. Double-check vales shall be of heavy-duty construction with all bronze bodies, check valves and test cocks. Double-check valves shall be designed to operate under continuous pressure permitting the free flow of water at all times. Air intake shall be spring loaded to insure positive opening upon release of pressure of vacuum created in the supply lines. Double-check valves shall be furnished with approved check valves, inlet and discharge shut-off valves and field testing corks. Assembly for various pipe sizes shall k:Ie as specified on plan. Unless otherwise specified, double-check valves shall have a service rating of 300 PSI for non -shock cold water. B. Double-check valve assembly to be Febco 805Y or approved equal. A. All valves to be enclosed in a valve box. Remote control valves to be installed in an AMETEK 12" standard box, or equal. Double-check valve to be installed in a CAP -SON Jumbo box, or equal. Quick coupling valves to be installed in an AMETEK Economy turf box, or equa I. 2.11 RAIN CHECK AUTOMATIC SHUT OFF A. Refer to drawing. PART 3 INSTALLATION 3.1 TRENCHING A. Trenches shall be straight and without abrupt grade changes. Trench bottoms shall be flat and clean of any large or sharp rocks. The trench depth shall be deep enough to allow la" of cover over sprinkler main line and 12" of cover over sprinkler laterals or as per applicable municipal codes. Pipe sleeves shall be at a minimum depth of 12" and a maximum depth of 24." 3.2 SPRINKLERS A All lawn pop-up sprinklers to be on triple swing joints and set flush with finish grade, per details. Lawn pop-up will be set 6" on center of head from ail curbs, sidewalks, and 12" from buildings. B. All shrub sprinklers adjacent to curbs or walkways are to be set 1/-2' above grade. All shrub sprinklers to be on galvanized or Schedule 80 PVC riser. Heads will be set 12" on center from walks and curbs, 12" from buildings. C. All nozzles to be adjusted and balanced. 3.3 RISERS A. Install risers per details. B. Minimum riser shall be the pipe size of the sprinkler head. 3.4 DOUBLE-CHECK VALVE ASSEMBLY A. install per detail. B. Backflow prevention devices shall be installed in location shown on drawings and shall have sufficient clearance from other materials for proper maintenance. Minor adjustments of location may be required for technical purposes at no additional cost to the contract. C. All double check valves are to be enclosed in valve boxes. D. Install according to manufacturer's specifications, and to local municipal code. 3.5 REMOTE CONTROL VALVES A. Before installation, supply line shall be thoroughly flushed. B. Enclose valve in valve box. C. Provide i CF-3/4" minus washed gravel sump under each valve. 3,6 QUICK COUPLING VALVE A. Install per detail. B. Enclose in valve box. 31 CONTROL W i RE A. Control wire shall be taped together in 10' intervals. B. provide a 24" loop of control wire in each valve box. 3.8 AUTOMATIC CONTROLLERS A. Electrical wiring shall be installed according to local code. The cost of all electrical work necessary to make the automatic equipment operate properly other than that included in Section 12-Work By Others, shall be included in this contract. B. Location and type of mounting of controller shall be per plan. See controller mounting detail. C. Sequence valves per numbering system on plan. 3,9 RAIN CHECK AUTOMATIC SHUT OFF A. Install on roof above controller room per manufacturer's specifications. 3.10 PIPE FITTINGS A. Due to the nature of PVC pipe and fittings, the Contractor shall exercise care in handling, loading, unloading and storing to avoid damage. The fittings shall be stored under cover, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat, so as not to be subject to undue bending or concentrated external load at any point. B. Solvent welding joints shall be given at least 15 minutes set-up time before moving or handling. Pipe shall be partially center loaded to prevent slipping. No water shall be permitted in pipe until a period of at least 10 hours has elapsed for solvent weld setting and curing. C. Backfilling shall be done when pipe is not in an expanded condition due to heat or pressure. D. Before pressure testing, soluble weld joints shall be given at least 24 hours curing time. E. No PVC pipe may be threaded or connected to a threaded fitting without an adapter. F. Great care must be taken to insure that the inside of the pipe is absolutely clean. Any pipe ends not being worked on should be protected and not left open. 3.11 PiPE SLEEVES A. Where shown on the plans and wherever irrigation lines or wire cross beneath paved surfaces, piping and wire shall be installed in sleeves. Size to be two times pipe diameter, minimum 2" sleeve shall be provided for wire. See detail. 3.12 SYSTEM FLUSHING A. Entire system shall be flushed prior to installation of sprinkler nozzles. 3.13 PRE55URE TEST A. All joints, connection, etc. shall be left exposed until after completion and acceptance of pressure test. B. Entire mainline shall be capped and pressurized to 100 PSI and shall remain so for a period of two (2) hours. C. Joints and connections shall be checked visually for leaks. All leaks, however minor, shall be repaired and corrected. 3.14 PERFORMANCE TESTS A. Upon completion of system installation, Contractor shall operate system in presence of Landscape Architect. B. Automatic system shall be cycled to the satisfaction of Landscape Architect and Owner. 3.15 FINAL APPROVAL A. Upon completion of all tests, final approval for system will be contingent upon Contractor providing signed and approved sprinkler/plumbing/halth/electricai permits as may be applicable in the area. PART 4 WARRANTY 4.1 WARRANTY oTTefurz o DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 (D1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. 12/27/02 0905 A02450SD1 O.dwg dates RELEASE: FEB. 7, 2003 P.M.(JIB ONLY): #5 12-31-02 PERMIT: BID: CONSTRUCTION: revisions A A 0 0 A A 0 91 3. w=R SIN z `r $2raU. 2ao � LU rn z ur ma V) O • U 06Z V) WU Zw W= ceU Cie U. Q r. site information MK TYPE: 8EF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: SCALE: 1" = 20' SPECIFICATIONS 2.9 QUICK COUPLING VALVE A Quids coupling valve to be Rainbird 44 3/4" quick coupling valve, or approved equal. Provide two keys with hose swivel ells, A. All parts and labor will be guaranteed for one year upon final inspection and acceptance bg owner. END OF SECTION GENERAL NOTES BUILDING: 1. ALL DIMENSIONS SHOWN TO FACE OF EXTERIOR WALLS ARE FACE OF 6. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY 12. OWNER SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS PER LOCAL FIRE STUD (F.O.S.), ALL DIMENSIONS SHOWN TO INTERIOR WALLS ARE TO SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF A KEY. MARSHAL. GENERAL CONTRACTOR TO INSTALL. CENTERLINE OF STUD, U.O.N. 7. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. ALL EXTERIOR 13. BUILDING ADDRESS NUMBERS SHALL BE A MINIMUM 12" HIGH AND BE OF 2. ALL EXTERIOR WALLS SHALL BE 2x6 WOOD STUDS AT 16" O.C. W/ JOINTS AROUND DOOR FRAMES & WINDOWS & AT ALL PENETRATIONS CONTRASTING COLORS. 5/8" TYPE "X" WATER RESISTANT GYP. BD. ON THE INTERIOR FACE, U.O.N. THROUGH BUILDING ENVELOPE SHALL BE SEALED USING SEALANT & CAULKING. ADDITIONALLY, FOAM INSULATION SHALL BE PROVIDED IN 14. ANY 11ME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL 3. A. ALL INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT 24" O.C. W / "X" & AROUND ALL WINDOW DOOR FRAMES WHERE METAL MEETS WOOD FRAMING PLUS ALL EXTERIOR WALL OPENINGS/PENETRATIONS. BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. U.B.C. SECTION 1003.2.9. 5/8" TYPE GYP. BD. ON BOTH SIDES, U.O.N. (REFER TO ELECTRICAL DRAWINGS) B. INTERIOR WALL FACE W/ 5/8" PLYWOOD IN LIEU OF 8. ALL GLAZING WITHIN 48" OF DOORS & 18" FROM FINISHED FLOOR OINDICATES 5/8" TYPE "X" GYP. BD. SHALL BE TEMPERED INCLUDING GLAZING OF DOORS. U.B.C. 2406. 15. PROVIDE EXIT SIGNS FOR EGRESS IDENTIFICATION PER U.B.C. SECTION 1003.2.8. (REFER TO ELECTRICAL DRAWINGS) ---r--^ C. z 13 F � I i >�I INDICATES INTERIOR WALLS THAT SHALL BE 9. POST OCCUPANCY LOAD SIGN IN CONSPICUOUS PLACE NEAR MAIN EXITS 2x6 WOOD STUDS AT 24" O.C. AT 6'-10" A.F.F. PER U.B.C. SECT. 1007.2.6. PROVIDE TOP &BOTTOM 16. PROVIDE APPROVED EGRESS ILLUMINATION AND ILLUMINATED EXIT SIGNS AND CAULK AROUND ALL SIDES. SIGN TO READ: U.B.C. SECTIONS 1003.2.8 AND 1003.2.9 (REFER TO ELECTRICAL DRAWINGS) D. FOR TYPICAL INTERIOR WALL, SEE A9 "MAXIMUM SEATING CAPACITY - 40 SEATS". 2 10. ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF 17. PROVIDE APPROVED PANIC HARDWARE ON EXIT DOORS. U.B.C. SECTION 4. PROVIDE 2x SOLID BLOCKING IN WALLS AS REQUIRED FOR REINFOR- CLASS III OR HIGHER (FLAME SPREAD INDEX 76 THROUGH 200 & A SMOKE 1003.3.1.9. CEMENT OF ALL GRAB BARS, RESTROOM FIXTURES, PLUMBING LINES, DENSITY RATING OF 450). WALL BUMPERS, ETC. SEE INTERIOR ELEVATIONS, SHEETS A7.0 & A7.1, 18. CONTRACTOR TO PROVIDE BORIC ACID TERMITE PROTECTION IN ALL WALLS. FOR EQUIPMENT HEIGHTS & LOCATIONS. 11. ALL DRAPES, CURTAINS & DECORATIVE MATERIAL PROVIDED AND/OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FROM 5. FOR EXTERIOR WALL TREATMENT, SEE EXTERIOR ELEVATIONS. NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS APPROVED BY THE LOCAL FIRE MARSHAL. 56'-0" KITCHEN: 1. GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF THE FOOD SERVICE EQUIPMENT (F.S.E.) CONTRACTOR. 2. SEE KITCHEN DRAWING SCHEDULE FOR ITEMS FURNISHED BY OTHERS & INSTALLED BY GENERAL CONTRACTOR. 3. DO NOT INSTALL F.R.P. BEHIND HOODS. 34'-2" 12'-9" 9'-1" 4'-4" 4'-5" 3'-0" 12'-6" 7'-0" '-6" S-0" 6'-9" S-0" '-6" 7'-0" 2" 2" GREASE RECOVERY LINE OF ROOF/ TAP IN, SEE EXT. TANK 2 SOFFIT ABOVE 2 3 ELEV. AND PLUMBING o DRAWINGS � Ar�O SEE SITE PLAN FOR J'A�6.1 A5.0 CONT. OF ROOF DRAINS CO2 FILL BOX SEE vi (A Ui (A vS vs W v; Cn MODULAR PANELBOARD o ROOF DRAIN o 0 o ci o 0 0 0 EXT. ELEV. U: � � LL: � 1 � � ,i ,i SYSTEM 2 DOWNSPOUT, ELECTRICAL METER & A9.2 LOCATE IRRIGATION SEE 16/A9.3 A9.2 CT CAN, SEE EXTERIO CONTROLS IN"WATER ELEV. AND ELECTRICAL 3 HEATER ROOM PER ______LANDSCAPE AND - DRAWINGS ELECTRICAL DRAWING I LADDER TO ROOF- F.O.S. SEE DTL 20/A9.0 ! 1 I F.O.S. z 2" I EXIT SIGN I F.O.S. I -, __ WATER 7 TYP 9 �`' i '�' MIN. W.H. HEATER VESTIBULE \ u' A9.3 i v 'a EXIT I 113 103 I 00 I 3 _ _ SIGN ' ,. J �r' M ( A6.0 to 11 A7.1 I 6 00 I I \ $ KITCHEN 10 I - A9.3 I KI V EMPLOY MEN WOMEN WORKS I F.O.S. - - - F.O.S. `- STORAGE A9.3 6 { 112 105 104 - 108 A7.0 i I C", TYP. 114 NOTE: -- SEE DECOR PLAN FOR o .r. r--------- Ir---- ---- I •------T--- s ' ENLARGED I I I F.O.S. 1 I PLAN INTERIOR ELEVATIONS I I I o i 11 I 1 No NNNNNN 16 I - __ L -L -L- i I I ,..,. CO ` L -------- I, M D.AO A9.2 ! I ,, I Itn ( I I F.O.S. LINE OF ROOF/ PRECAST' (SOFFIT ABOVE ---�41 I I..... MOP SINK (A L_ J ► M WALK IN " I I o '' ;' I I; I I I o C� , I I d w a o I 1 a� rn to I 6 -10 3 8 I " 5'-6 1 4f yL _ _ _ _ _ 1'-3" i i 4'-6" `` 2'� 4" I �`' o z I A5.0 m 04 M FREEZER / 3 5 3/4 / i ;n , I I , 115 ----- - i 1 iI .I``+l' M _J I I wD3.0 bLr, L_� PUBLIC DINING r --CDRYS GALLEY SERVICE F.O.S.- 01 _PREP. STORAGE 1 KITCHEN A.2 I I SEE KITCHEN DWGS.-------------� FOR INFORMATION I i TYPo i i i ! _ I i' I ! F ! ON W.LF./W.LC• i i WALK IN 7 i i'� ----� L r- i i� i 16 F.O.S. F.O.S. ' i -- i IT, 0.S. i D3.0 ' i vi ` - F.Q.S. _ COOLER A9.3 --_ o 16 6 ; - N 11s " „� --- - D&O " 2 I-=---1----------, 8 -8 5/8 9 -0 16 -1 �- - 7'-0" 12 -0 3/8 3 o iv i 1 I10 I I I ! (TYP. _ -I \ OF 1 I I i \ 1 -5 3/4 ,r 4) i 20 s ( ,n o I---------- I ---------J -----, N r----� --- r----- ------ -- -,-----------1 PICK UP 1r--,1 4 I i !� A9.1 A9.1 ! CASHIER - - -��,, + i-- i ---- �i ---- ii ---- i �� i it ' WINDOW ' 1 °D ' °o 3 ' ;'' WINDOW ! i I 7 A6.3 LSD .�J' 117 Io 1 I , , i, 1 I I ' I I I I n I __ ! IL----- I ' A9.1 I i - (C _-- L___J L__ _JL_-__J L__ _J L__-__J i ' F.O.S. F.O.S. A ! 10 I I I I I r (� u _ • F.O.S. A9.3 I I • I II/-==_�---' j l I N 15 SM. BARRIER POST, TYP., - - - _ _ _ _ _ _ _ I I _ _ _ _ _ _ _ _ ram_ -_ _ _ -_� _j F.Ok A9.1 SEE SITE DETAILS LINE OF FOOD � L �� rt � ! " SERVICE EQUIP. - - - - - - - --I 1 -2 TO CENTER OF (N.I.C.) - ( - - - ( 12"x12" OPENING SEE PLUMB. DWGS. 1 ! I THROUGH WALL, BOTTOM R-19 BATT INSULATION FOR INFORMATION A9.1 ( I AT +12" A.F.F. PROVIDE AT ALL EXT. WALLS - - - - - - - - - _j " vi vi (SEE SPECS) ON GAS METER o 0 5/8 PAINTED WATER o 0 COUNTER AT DRIVE-THRU `L '''- RESISTANT GYP. BD. ON L,: LL: ROOF DRAIN DOWNSPOUT, WINDOW. SEE GENERAL NOTE ALL SIDES. SEE ALSO: 1'-0" 9" SEE 16/A9.3. CONNECT TO 8 THIS SHEET AND K-DRAWINGS. TIGHTLINE. SEE CIVIL PLANS. DTL. 13/A9.1 S-6" LINE OF ROOF/ 3 (TYP. OF 3) A6.2 SOFFIT ABOVE A5,0 7" 7" 2 1-3" S-8" S-6 1/4" 4'-6' 10'-8 5/8" 7'-5" 1" AIRGAP `•0 R.O. 9'-0" 25'-7 1 /8" R.O. 1 /4" 18'-8 5/8" 65'-1" 0 0 ACCESSIBILITY NOTES 1. PROJECT SHALL COMPLY WITH LATEST EDITION OF THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (A.D.A.A.G.) AND ALL LOCAL CODES AND ORDINANCES. 2. HAND ACTIVATED DOOR OPENING HARDWARE TO BE MOUNTED 30" TO 44" ABOVE THE FLOOR. AND TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE OR EQUIVALENT HARDWARE. 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. 4. ALL REQUIRED EXIT DOORWAYS, SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEG. TO THE CLOSED POSITION. 5. MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2". MAX. VERTICAL CHANGE AT EDGE IS 1 /4" WITH A MAX. BEVEL OF 45 DEG. 6. ONE WHEELCHAIR SEATING SPACE FOR EACH 20 SEATS SHALL BE PROVIDED WITH A MINIMUM OF ONE SPACE. 7. PROVIDE A 12" EQUILATERAL TRIANGLE (VERTEX POINTING UP) FOR MEN'S FACILITIES AND A 12" DIA. CIRCLE FOR WOMEN'S FACILITIES. THESE SYMBOLS SHALL BE OF CONTRASTING COLOR, 1 /4" THICK, CONTAIN INTEGRAL BRAILLE SYMBOLS, AND MOUNTED PER U.B.0 SECTION 111713.5 1117B.5 AND A.D.A.A.G. REQUIREMENTS (FURNISHED BY OWNER & INSTALLED BY CONTRACTOR, O.S.C.i.). SEE ELEVATIONS ON DECOR DRAWINGS. 8. WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH LATEST EDITION OF THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (A.D.A.A.G.) AND ALL LOCAL CODES AND ORDINANCES. �MOM oo] DEPARTMENTU 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): ##5 12-31-02 PERMIT. FEB. 25, 2003 BID: CONSTRUCTION: revisions A 0 0 A A 0 0 a� e� � N N 0 Z LL N N 2 UF = f- v j m �LUa Ul oN CL: U 06Z N F_ WU ZW LUM rvU ad Q 7812�' AReHi i EGT THOM ' LEO SPACER STATE OF WAS�!INGTO�! site information MK TYPE: 8EF40 JIB f. 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: ARR SCALE: 1 /4" = 1'-0" FLOOR PLAN & GENERAL NOTES Al ■ DISABLED ACCESS SITE PLAN KEYNOTES ODISABLED SITE ACCESS, PARKING, ETC. SHALL BE PROVIDED IN ACCORDANCE WITH A.D.A.A.G. AND ALL OTHER APPLICABLE CODES. OPROVIDE ACCESSIBLE PATH OF TRAVEL, NOT TO EXCEED 4.5% TO SIDEWALK ALONG RIGHT-OF-WAY OR TO PUBLIC TRANSPORATION WHERE SIDEWALK OR TRANSPORTATION IS EXISTING OR PLANNED. DO NOT PROVIDE ACCESSIBLE PATH OF TRAVEL WHERE SIDEWALK IS NOT EXISTING OR CURRENTLY PLANNED. SEE PLAN FOR PUBLIC ACCESSIBLE PATH OF TRAVEL, SHOWN SHADED. OALL CONCRETE WALKS MUST BE 48' CLEAR, AND UNENCUMBERED BY LIGHT POLES, SIGNS, ETC. MAINTAIN MAX. CROSS SLOPE OF 1.5X U4 A LEVEL LANDING OF 5' X 5' MIN., AND NOT TO EXCEED 1.5% SLOPE IN ANY DIRECTION IS REQUIRED IN FRONT OF ALL DOORS. �5 LOCATE HANDICAP RAMP AS CLOSE TO ENTRANCE DOORS AS POSSIBLE, PROVIDED THAT PROPER CLEARANCE AND LEVEL LANDINGS ARE MAINTAINED. O6 HANDICAP STALL SIZE SHALL BE A MINIMUM OF 9 FEET WIDE AND 18 FEET DEEP WITH AN ADJACENT 8 FEET WIDE ACCESS AISLE ON THE PASSENGER SIDE, OR AS REQUIRED BY LOCAL CODE. O7 HANDICAP STALLS AND ADJACENT STRIPED ACCESS AISLES SHALL BE PAVED IN CONCRETE; WHERE CONCRETE MEETS ASPHALT, PROVIDE A 12" WIDE BY 12" DEEP THICKENED SLAB AROUND PERIMETER EDGE OF CONCRETE. SEE DETAIL 15/SD2.2. �8 PROVIDE HANDICAP SIGNAGE PER A.D.A.A.G. REQUIREMENTS. SEE DETAILS 14/SD2.0 AND 15/SD2.0. O9 FOR HANDICAP ACCESS, PROVIDE IN -LINE RAMPS WHEN POSSIBLE, SLOPING PARALLEL TO CURB AT 7% TO 7.5% EQUALLY ACCEPTABLE ARE SLOPED WALKS AT 4.5% OR LESS. HOWEVER, RAMPS WITH SLOPES OF 5% TO 6.5% MUST BE GROOVED ACROSS ENTIRE SURFACE, AND ARE NOT PREFERRED. SEE DETAIL 13/SD2.0. 1p PROVIDE CURB RAMP, SLOPING PERPENDICULAR TO CURB AT 7% TO 7.57, FOR HANDICAP ACCESS, WHEN NECESSARY. SEE DETAIL 17/SD2.0. 11 NOT USED. 12 THE ROUTE USED FOR DELIVERIES SHALL BE A.D.A.A.G. COMPLIANT, BUT NOT DESIGNATED AS SUCH. DESIGN THE ROUTE TO BE AS STRAIGHT AND BROAD AS POSSIBLE WITH NO 90 DEGREE TURNS BETWEEN RAMP AND THE BACK DOOR; 13 LOCATE PUBLIC TELEPHONE WHERE VISIBLE FROM FRONT COUNTER. ACCESS TO PHONE MUST BE COMPLIANT WITH A.D.A.A.G. REQUIREMENTS. ALLOW 30" X 48" CLEAR SPACE AT SIDEWALK IN FRONT OF PHONE. SEE DETAILS 6/SD2.1 AND 7/SD2.1. 14 LOCATE GREASE TRAP IN PARKING AREAS RATHER THAN IN DRIVE AISLE OR DRIVE-THRU LANE, BUT NEVER IN HANDICAP PARKING AREAS OR PATH OF TRAVEL. ALL UTILITY PENETRATIONS NOT TO BE LOCATED IN HANDICAP PARKING STALLS OR ACCESSIBLE PATH OF TRAVEL. 15 AVOID LOCATING LIGHT POLES IN POTENTIAL TRUCK PATH OR IN A.D.A.A.G. REQUIRED PATH OF TRAVEL. 16 WHEN NECESSARY USE WHEELSTOPS TO ACHIEVE MINIMUM CLEARANCE HANDICAP PARKING STALLS. SEE DETAIL 20/SD2.0. 17 PROVIDE LEVEL LANDING AT BASE OF RAMP. MAINTAIN MAX. 1.5% CROSS SLOPE IN ANY DIRECTION. 18 HANDICAP PARKING AREA SHALL NOT EXCEED 1.5% SLOPE IN ANY DIRECTION. 19 DESIGNATED ACCESSIBLE PATH OF TRAVEL SHALL HAVE A MAX. CROSS SLOPE OF 1.5%. LEGEND T.P. = TOP OF PAVEMENT T.C. = TOP OF CURB RAMP UP WITH ACCESSIBLE SIGN 77. TO 7.5% SLOPE ONE PER SPACE CONCRETE RAMP UP WITH SIDEWALK 7% TO 7.5% SLOPE ---� (pFR # STAMPED DIAMOND S/ TEXTURE PATTERN A�\ ENTIRE LENGTH q�Vj AND WIDTH OF RAMP CONCRETE p SIDEWALK WHEELSTOP WHERE OCCURS NOTES: ACCESSIBLE SYMBOL (PAINTED) 1. THIS DETAIL IS TO ILLUSTRATE THE MAJOR COMPONENTSONE PER SPACE REQUIRED FOR A.D.A.A.G. PARKING. REFER TO THE SITE PLAN, SHEET SD1.0, FOR THE ACTUAL LAYOUT AND NUMBER OF SPACES TO BE PROVIDED 2. ALL PAINTED LINES AND STRIPING SHALL BE 4" WIDE; STRIPING SHALL BE SPACED AT le ON CENTER; COLOR X—DT040A.DWf,11 SHALL BE BLUE OR AS DIRECTED BY THE OWNER 0 TYPICAL ILLUSTRATION NOT TO SCALE V, II. i _._ S 80.36�._.. I Co s _ .. €r£4 wi, ems, ie i o A; �. i �'la fA 3> a . y. .-,...._....w, ....,....-...,..,..r...,w.,..w.".,.,.......�...».,......,..N,.,.....�_.._. � ..: e } � trmz�',4�� '`3 ...1 k� ta h�. ■ f � A � 3 I � � � _.. .�--- ...»,. _. ,�._.... � ..�.__, ..-.... _�...• I - � 12 - 5 � �a of i i STORM itRM E `'W7 Rs`EC 1 200103 9= 30 € f 9 r s ca._. ._..... __... ?. �—� MK8EF-4 Go j i F.F. 332.75 $ 3 0 r t �-8 46 50 E 147.50 �.........t� �� ..tea... 4 i i ... ,.._ .._.._-_ w ..,.. 13 _ --............................,....., s r i = , lri p 3 i z-........e_....N....,....,...�...... Y S 89'01'32" # i / 40'x$ 5 J PC : , t t t PIER RE C NO 8911 108080 _- } .-,...v. ...,.. _.., .2... ' 2 7•�y 1?%yam F ice` EASEMENw T I -OR 1111-01, i � o s SHADED �AC'SS PIER K.r' �>.t�. 88i 040 ; Z AREAS � `�Y l� �i �_�__. ,•� I f i p i�¢ ,..w. }�.,.. _.� .._. .,... .,» 1•� � � � � � `'^ivy 91101 } i i 6 .» 3I� 3.3'''X^€-0 i'iS�3 AiSL• i i Y „w'.'^ .......,.. .,...... ...,._ ....,. _.... ..... _, ..........._ _ ,„ E f �y'^u. +I! EGRESS ESM1'T REC. I ! I ((`1 NO uc,08271265 � { gym, t, _ f, i I t [ ! i 3 Ip If ��NOT-in S _� NO 17 -61 f '�R..av'`..H....,...._,......._".,-........,."..-..............,........,.,., ,._,. „._,....,_��__ _..»._..,.,...... F V I........ = ,mow s�, € i "< � 8 9 14 =w> 3 2 c . ;, 2 0 3, i �.. R: 3 s YyEC rjsOS. 8501 i,K)c3.S.,F%.,. Yt1hND 89 i 2"23 ? i 7E; SD1.1 S.W. 336 th STREET DISABLED ACCESS N, SITE PLAN SCALE' 1 to = 20' NORTH 11kc. 0 EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. 12/27/02 0905 A02450SD1 0.dwg dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): #5 12-31-02 PERMIT: FEB. 25, 2003 BID: CONSTRUCTION: revisions 2L 0 A A 0 0 0 mMIR IR WZ � N N p = LL N v=)i z ui v j Le; J !4 ma OV) • 41, 06 Z N W~ U W W= aeU Cie 7812 - .. —77 A"til? EGT rt 'EAS LEO SPADEROF �NASHINGTON j site information MK TYPE: BEF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: ARR SCALE: 1" = 20' DISABLED ACCESS SITE PLAN SD1 ■ ❑o r C X-DT002A.DW* OTYPICAL CONCRETE CURB is 1 1/2" = 1'-0" a c n.W. I n•11\V 1 1_1N 1 1_n11 T NALK x-0TWUNGIS O3 CONCRETE CURB & WALK 1 1/2" = 1'-0" FILL JOINT WITH SEALANT 1/4" POLYETHYLENE FOAM OD PREVIOUS SLAB POUR R SAWCUT IN CURRENT POUR > x I o FORMED KEYWAY MUST CONFORM TO DIMENSIONS SHOWN 1 CURRENT SLAB POUR-7NOTE: FORM W/ REMOVABLE MEMBERS ONLY. NO PERMANENT METAL, PLASTIC OR WOOD X-DT037A.DWG12 FORMS ARE PERMITTED. 6 7 O CONSTRUCTION JOINT 6" = 1'-o" 0 0 1/8" - 1/4" o O a DM ,L7 D b 0 17 "V V D NOTE: JOINT IS TO BE SAWCUT WITHIN 2 HRS. OF CONCRETE POUR. 11 TYPICAL CONTROL JOINT (SAWCUT) V.I.F. PER PLAN (5'-0" MIN. FULL SCALE 'I2 ACCESSIBLE 6" SIC (IFRKING APPLICABLE) CURB VERTICAL CONC. / CONC. WALK WALK 7.5% MAX. 7.5% MAX. Va �a 0- PAINT EDGE OF SLOPED WALK YELLOW — STAMPED DIAMOND 6" VERTICAL TEXTURE PATTERN CURB ENTIRE LENGTH & MEDIUM BROOM FINISH, TYP. WIDTH OF RAMP NOTE: NOTE' CROSS SLOPES TO RAMP LENGTH IS DETERMINED BE 1 1 /2% MAX. BY RAMP SLOPE. X-DT013A.DW4* 8IN-LINE CURB RAMP 1/4" = 1'—O" 8 V.I.F. 6" VERTICAL CURB :S TO AX. I BROOM FINISH, TYP. lot STAMPED DIAMOND TEXTURE PATTERN NOTE. RAMP LENGTH IS DETERMINED BY RAMP SLOPE. 77 CURB RAMP 1/40 = 1'-0" �O a c X-0004A.DWGIB OCONC. CURB AT CONCRETE DRIVE X-DT000NG14 OISOLATION JOINT 9 AT FIXED OBJECT 3'-0" U7 ^^Ll'r IS r rlrnvv r r.IN r 1-MIN 1 1/2" = 1'-0" SEALANT STRUCTURE OR-/ FIXED OBJECT ISOLATION JOINT MATERIAL NOTE: THICKEN EDGE ONLY IF WHEEL LOADS CAN CROSS THE JOINT. NOTE: SIGN ON PAVEMENT OF PARKING SPACE. VERIFY DESIGN W/ LOCAL AUTHORITY X-1017014AMING0 PAINTED ACCESSIBLE SYMBOL 14 AT PARKING STALL 0 X-0010A.DWGIt 3" = 1'-0" 10 ISOLATION JOINT BLUE BACKGROUND o a 0 101 WHITE SYMBOL CO z O M a 1/8" RADIUS IF JOINT IS TROWELED SEALANT CONCRETE PAVING 1 /4" THICK, 1/2" MAX. O o POLYETHYLENE FOAM ROD O ISOLATION JOINT MATERIAL WHERE INDICATED 1/2" MAX. FULL SCALE \NOTES: 1 3/4" R. TYP. 1. SIGN SHALL BE REFLECTORIZED SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGN IS TO BE MIN. OF 70 SQ. INCHES WITH SEALED TEXTURE. 2. SEE SHT. SD1.0 FOR LOCATION. 3. SET 1 3/4" SO. GALV. SR. POST INTO 1' SQ. x 2' VAN DEEP CONCRETE FOOTING. ACCESSIBLE 4. SIGN COLOR, SIZE AND CHARACTER SIZE SHALL CONFORM WITH STANDARDS OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STATE DISABLED PARKING PERMIT HANDICAP/VAN ACCESSIBLE REQUIRED PARKING SIGNS AND POST PROVIDED BY OWNER AND INSTALLED BY G.C. NOTES: 1. ELIMINATE VAN ACCESSIBLE SIGN AND REPLACE WITH ACCESSIBILITY SIGN AT DETAIL 9A Imc MOM EPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 ©1999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): #5 12- 31-02 PERMIT: FEB. 25, 2003 BID: CONSTRUCTION: revisions 0 0 0 0 A 0 0 DESIGNATIONS. 7812 x-DTmSDwGj1 ARCHITECT NO SCALE 5 METAL ACCESSIBLE NO SCALE .- PARKING SIGN MIN. A.D.A.A.G. CLEARANCE REQUIRED 36" J �3 In I"' 6" 011 (W i C7 C7 f a P • �a X-DT02MDW%8 20 CONCRETE WHEEL STOP �THO LEO SPADER STATE OF VVASHINGTON site information MK TYPE: 8EF40 CONCRETE JIB: 8360 WHEEL STOP (WHERE OCCURS) ADDRESS: 2500 SW 336TH ST FINISH SURFACE I FFnFRAI WAY WA O oo O G 0 0 #3 REBAR DRAWN BY: ARR SCALE: AS NOTED SITE DETAILS 1 1/2" = 1'-0" SD2mO 0 I 1 I 30" x 48" I i Q z W I MINIMUM I _ LO OPTIONAL I I a= CLEAR AREA w POST I �% L------------ J 0 a BASE I I N ELEVATION SIDE REACH ARRANGEMENT PLAN NOTE: IF Y IS LESS THAN 30 INCHES, THEN X - Xa SHALL BE GREATER THAN 27 INCHES. i (. Y ad° OPTIONAL - I i I " ' 13V x 48" I I NOTE: IF Z IS GREATER THAN 12 POST 1 1 X MINIMUM I MINIMUM I ICLEAR AREA I INCHES, THEN Y BASE lyi I I SHALL BE GREATER I I I I THAN 30 INCHES. EL VA71ON L PLAN FORWARD REACH ARRANGEMENT X-DRIMDWOR l 6 1 PUBLIC PHONE CLEARANCE 3/8" = 1'-0" 25' MAX. STEEL LIGHT POLE FURNISHED BY OWNER INSTALLED BY SIGN CONTRACTOR 3" x 5" HAND HOLE - GROUND LUG OPP. - HAND HOLE BASE COVER LOCKNUT AND WASHER BASE PLATE LEVELING NUT AND WASHER SLOPE TO DRAIN, TYP. F M PROVIDE SMOOTH -- SACK FINISH �? 0 a w 24" DIA. ROUND CONC. BASE PROVIDED BY G.C. o MIN. fc'=2500 PSI . (n Uj 13"i_CLR. SECTION 'AA' X-DT026A.DW616 1 S LIGHT POLE FOOTING AND BASE NOTE: BASE PLATE, ANCHOR BOLTS, AND TEMPLATES FURNISHED BY OWNER, POST INSTALLED BY G.C. GALV. STEEL & FTG. BASE PLATE 10" DIA. (VERIFY) LIGHT POLE BASE PLATE - 3/4" ELEC. CONDUIT, SEE SHT. ES1.0 - 4 - 3/4" DIA. (A307) ANCHOR' BOLT W/ STD. HOOK - 4 - #4(v) FOR ELECTRICAL RUNS REFER TO SHEET ES1.0 1 1/2" = 1'-0" R 30" x 48" SIDE REACH I ( ( 1 CLEAR SPACE �--4------ 1 30" x 48" FRONT REACH L - - - - CLEAR SPACE NOTES: 1. SIDEWALK AT THIS LOCATION NOT TO EXCEED 1.57o SLOPE IN ANY DIRECTION. X-OMMA.DWg24 OPUBLIC PHONE CLEARANCE 00 MIN. 3" RADIUS CORNERS O 6'-0" ATTACH OWNER PROVIDED BANNER. COMING SOON O NOTE: GENERAL CONTRACTOR TO FURNISH AND INSTALL o SIGN BOARD COMPLETE W/ 4x4 REDWOOD POSTS. SIGN BOARD TO BE MINIMUM 3/4" EXTERIOR GRADE PLYWOOD. PAINT ALL EDGES AND FACES: BENJAMIN MOORE #071-967 "WHITE" X-DTM6A.DWGP 1/2" = 1'-0" O COMING SOON SIGN SPEAKER BOARD ENCLOSURE PROVIDED AND INSTALLED BY SIGN CONTRACTOR r- I I 5" SQ. STEEL POLE - PROVIDED AND INSTALLED BY SIGN CONTRACTOR - PROVIDE ELEC. GROUNDING 3 1/2"x 6" HAND HOLE 1 WITH COVER I \--STUB 3/4- CONDUITS I IIIIIII IIIIIII ABOVE L" LOWER EDGE OF 1 IIIIIII HAND HOLE I IIIIIII I IIIIIII L - IIIIIII 7 - 3/4" CONDUITS UP 'n IIIIIII WITHIN POLE N I IIIII � IIIIIII IIIIIII 3/4" C. TO PREVIEW BD. IIIIIII 3/4" C. TO CIRCUIT A-2 l I I I j I i 3/4" C. TO ABOVE OFFICE CLG., CIRCUIT POS-1 1 L4IIIIIII4-� 1 3/4" C. TO ( I ( I I I 3/4" C. TO ABOVE OFFICE DETECTOR LOOP I I 1 I I CLG. FOR 'CAT 5' CABLE j _ _ i i 3/4" C. TO PICK UP ORDER TAKER FOR O.C.S. I I I CABLE I C - -" - - 3/4" C. TO PICK UP L_ _.._ - - - - J WINDOW FOR COMMUNICATION NOTE: CABLE CONCRETE BASE TO HAVE 1" RADIUS EDGES AND BE SLOPED TO DRAIN. X-DMVA.DWg1 FOR ELECTRICAL RUNS REFER TO SHEET ES1.0 17 SPEAKER BOARD CONDUIT DETAIL NO SCALE O FOR ADDITIONAL IN ATION REFER TO DETAIL 17 1'-10" SD2.1 I 1 STL POLE AND HT. SIGN FURNISHED AND 4 - 5/8" DIA. x 18" x 3" I ( INSTALLED BY SIGN ANCHOR BOLTS, FURNISHED I I ( CONTRACTOR AND INSTALLED BY GEN. 1 CONTR.. SEE DETAIL 13 FOR ANCHOR BOLT I LAYOUT SD2.1 1 I BASE CONC. CURB I I COVER CONC. DRIVEWAY 1 I z T.O.C. y -_ FIN. GRADE ' I i I_I I NOTES: (I I ( I ( 16 AA 1. CONCRETE BASE TO HAVE 1" RADIUS EDGES SD2.1 0 AND BE SLOPED TO DRAIN. 2. LOCATE HEIGHT CLEARANCE SIGN A MINIMUM OF- 8'-0"O.C. FROM PREVIEW BOARD. V-8" 4-#4's VERTICAL AND DIA. #3 TIES AT 8" O.C. X-DT03WDWG04 NO SCALE O HEIGHT CLEARANCE POLE SIGN (4) 5/8" DIA. x 18" x 3" ANCHOR BOLTS /K 5" SO. STEEL TUBE Qr 3 1/2" DIA. OPENING X I BASE PLATE w I I FURNISHED AND � INSTALLED BY SIGN CONTRACTOR X-D702KDWGI4 13 BOLTING TEMPLATE AT SPEAKER AND PREVIEW BOARDS RADIUSED SMOOTH CONC. CAP 3" WIDE BAND OF REFLECTIVE RED TAPE 4" DIA. GALV. PIPE FILLED W/ CONCRETE PAINT e N FIN. GRADE - 'oI r .1 °I . CONC. FOOTING 0,101. INSTALLED BY U GEN. CONTR. 4 X-DT=A.DWG124 8BARRIER POST DIA. 1 1/2" x 5/8" HOLE TYPICAL OF 4 a v c 0 a 0 1 3" = 1'-0" 1/2* = 1'-0" FURNISHED AND INSTALLED BY GEN. CONTR. 13 SEE DETAIL FOR ANCHOR SD2.1 BOLT LAYOUT ' i' 3'_0" 6" CONC. CURB 1/2* = 1'-0" -4" DIA. BARRIER POST SEE DETAIL 18 " l r� SD2.1 CONCRETE MENU / BOARD BASE • 19 1. SD2.1 (_ . v_ 0 0 ZCr Qo ii I 3/4" C.\T, CONC. DRIVE- w m I I PANEL "C" FOR THRU LANE o w 0- RECEPTACLE o a o 3/4" C. TO =1 cn ( I SPEAKER BOARD o I J BY ELEC. CONTR. 7 FOR ILLUMINATION TL CONCRETE BASE TO HAVE 1" RADIUS EDGES AND BE SLOPED TO DRAIN. X-DTMA.DW*4 FOR ELECTRICAL RUNS REFER TO SHEET ES1.0 SPREVIEW BOARD PLAN 1/2" = 1'-0" 7'-0" Ilk 1--------- ►r-� - - - - - - - -- II i h MENU BOARD AND POSTS FURNISHED II 1 v 1 AND INSTALLED BY SIGN CONTRACTOR 711 ( M'' 11 d- CONCRETE BASE TOI HAVE 1" RADIUS EDGES I II 1 AND BE SLOPED TOI DRAIN. I l 11 ------ II ------_IL_ --I ` BASE COVER 20" DIA. CONC. FOOTINGS -1 Il 14 °O r IN. kyKAUt tt i� 16 AA -1 I 3/4" C. TO FOR ELECTRICAL ZSD21 SPEAKER BOARD. EXTEND RUNS REFER x IIJAI I I ALL CONDUIT TO ABOVE TO SHEET ES1.0 aI j-I CONC. BASE, BY ELEC. CONTR. - - 4's VERTICAL AND SEE DETAIL 17/SD2.1. 3/4" C. TO PANEL "C" -��_ 4 FOR RECEPTACLE L ,_8" # #3 TIES ® 8" ON CENTER X-DT032A.DW424 DIA, 8PREVIEW BOARD ELEVATION 1/2" = 1'-0" 8 Y SPEAKER BOARD CABLES l 0 I I CONC. DRIVE- THRU LANE " I i REFER TO ELEC. 6 CONC. CURB I DWGS. FOR DETECTOR WIRING I I i I /-111r CENTER DETECTOR LOOP AT DRIVE-THRU PICK UP WINDOW PREFAB DETECTOR LOOP I--- - - 1-+ - - - 4'-6" V-3" i II I TO HME BASE STATION, REFER TO ELEC. DWGS. 13 i S4.0 _ I I_ X-DT034A,DWG04 FOR ELECTRICAL RUNS REFER TO SHEET ES1.0 'IIO DETECTOR LOOP AT DRIVE-THRU PICK UP WINDOWI/2" = V-0" 4" DIA. BARRIER CONC. DRIVE- THRU LANE POST 18 SEE DETAIL 6" CONC. CURB SD2.1 1'-0" (4) 5/8" DIA. x 18" x 3" r _1 TO PREVIEW ANCHOR BOLTS 1 I�BOARD FURN. & INSTALLED I 1 BY GEN. CENTR. -------- \-PREFAB I II CONCR. II SPEAKER II DETECTOR LOOP BOARD B SE 20 4'-6" - - - 1'_3" ` `SD2.1 NOTE: CONCRETE BASE TO HAVE 1" RADIUS EDGES AND BE SLOPED TO DRAIN. I REFER TO DETAIL 17 1 FOR DESCRIPTION. SD2.1 J V10 FOR ELECTRICAL RUNS REFER TO SHEET / X-DT030A.M04 15 SPEAKER BOARD PLAN 1/2" = 1'-0" FOR ADDITIONAL INFO ATION REFER TO DETAIL 17 sD2.1 r -r-1 I I i 4 - 5/8" DIA x 18" x 3" � II M re, �c (WO N-1 DEPARTMENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): #5 12-31-02 PERMIT: FEB. 25, 2003 BID: CONSTRUCTION: revisions 0 0 0 A 0 0 WU W W= rvU CiG U. Q 7812 'c3 'jam T E1; :D ARCHITECT -- 1 QTHOMAS ATE LEO SPARER OF WASHINGTON site information 1 ANCHOR BOLTS, FURNISHED I I I BASE MK TYPE: 8EF40 AND INSTALLED BY GEN. COVER CONTR.. SEE DETAIL 13 FOR i I - JIB #: 8360 ANCHOR BOLT SD2.1 I I II I 3 #3 TIES WITHIN 5" FROM ADDRESS: CONC. CURB L III TOP OF FTG. �ll 2500 SW 336TH ST CONC. DRIVEWAY III I 15 PREFAB DETECTOR a,< SD2.1 x LOOP FURNISHED BY T.O.C. OWNER & INSTALLEDBY CONTRACTOR N. FIN. GRAD LJ U - to)l 16 AA z S02.1 � LOOP SUPPORT 4-#4's VERTICAL AND #3 TIES ® 8" ON CENTER L_ - - ,J NOTE: L V-$" CONCRETE BASE TO HAVE 1" RADIUS EDGES DIA. AND BE SLOPED TO DRAIN, X-DT033A.DWGI24 FOR ELECTRICAL RUNS REFER TO SHEET ES1.0 20 SPEAKER BOARD SECTION 1/2" = 1'-0" FEDERAL WAY, WA DRAWN BY: ARR SCALE: AS NOTED SITE DETAILS SD2.1 16'-0" 3 F- - - - - - - - - - - - - - - - -I R t 8" SPLIT FACE (EXT. FACE) ( 6" CONC. CURB, CONCRETE MASONRY, SOLID ( - - - - - - - - - - - - - I (3) SIDES GROUT. PROVIDE SMOOTH JOINTS AT INT. FACE. I PAINT EXT. FACE AND TOP TO MATCH BUILDING. SMOOTH FINISH CONC. PAINT INT. FACE WITH W/ SEALER EPDXY BASED PAINT, COLOR bt o TO MATCH e W 1" DIA. x 4" DEEP GALV. J METAL SLEEVES FOR CANE d ( BOLTS EMBEDED IN CONIC. SLAB (TYP. OF 4) 2 #5 VERTICAL ONE IN END EACH E LAST TWO 8 SD20 10 0 2 #5 VERTICAL ONE IN EACH OF THE LAST TWO END CELLS I I \ / o ——� CV 6" CONC. APRON, _>\L MEDIUM BROOM FINISH 8 2_0" NOTES SD2.2 1. ALL CONC. BLOCK MORTAR JOINTS SHALL BE FLUSH & SMOOTH AT INSIDE FACE. 2. SEE SITE PLAN FOR LOCATION OF TRASH ENCLOSURE. 3. SEE EXTERIOR ELEVATIONS SHEET A4.0 FOR FINISH SCHEDULE. 4. THE TRASH ENCLOSURE PAD SHALL BE SEALED WITH A "NON —PIGMENTED" CLEAR CONCRETE SEALER. X-DTWIXDWGI48 OSTANDARD TRASH ENCLOSURE PLAN 1/4" = 1'-0" 6" DIA. GALV. STL. PIPE FILL W/ CONC. CEMENT WASH CAP, PAINTED #5 (H) AT TOP, BOT. & 6" CONC. APRON ( 6" CONC. SLAB PER 6 MID —HEIGHT OF WALL PER PLAN PLAN I IN BOND BEAM. t0 15 8 SD2.2 SD20 6" #5 (V) AT 48" O.C. 1% SLOPE AT � OF WALL #3 CON T. /I I A 4 Ab X. ► , VARIES, 10" MAX. �- •� / �` a --- -� •. I I o _j I I " N q_T— #5 CONT. `•. THICKEN AC PAVING ALTERNATE BAR BENDS 2'-6" X-DT0 UDWGI24 OTRASH ENCLOSURE SECTION 1/2" = 1'-O" W _ A 1 P)" 2" x 2" x 1/4" ANGLE - MITER JOINT & WELD AT CORNERS - PAINT TO MATCH e 6" DIA. STL. PIPE FILL W/ K CONCRETE 1 1/2" x 1/4" STEEL STRAP AT REAR FACE OF DOOR - WELD TO STEEL ANGLE AT CORNERS SLIDING LATCH ( DOLCO #207 } 1 1/2" 18 GAUGE TYPE "B" GALVANIZED METAL DECKING BOLT "J" STRAPS TO DOORS. NOTES: LOCATE TO HOLD CANE BOLTS 1. FOR PLAN VIEW OF WHEN DOORS ARE IN USE. TRASH ENCLOSURE CANE BOLTS (STANLEY #1009-18") SEE 6 1 PAIR SD2.2 314" STANDARD PIPE (SLEEVE) 4 IN LENGTH WELDED AT 2. REFER TO SHEET A4.0 BOTTOM CORNER OF EA. DOOR. FOR PAINT CALL -OUTS. 6" CONC. SLAB 3. BOTH SIDES OF DOOR PER PLAN AND ALL HARDWARE - SHALL BE PAINTED e X-DT MI)Wg8 O5JAMB AT TRASH ENCLOSURE -PLAN PROVIDE WEEP HOLES IN BOTTOM OF DOOR X-DTD25A.DWGIB CONCRETE ENVELOPE AT DOOR POST JAMB AT TRASH 1/2" = 1'-0" 8 ENCLOSURE - ELEVATION X-DMMDW* 14 TYPICAL ASPHALT CURB A r% /%I I130 IS r-%vwv%9` PER PLAN X-DTD41X WGIB 1 1/2" = 1'-0" 15 TYPICAL THICKENED SLAB DETAIL 6" DIA. STL. PIPE FILL W/ CONCRETE 3/4" DIA. STL. ROD, WELD TO 1" DIA. STL. PIPE 1 1/2" 18 GAUGE TYPE 'B' GALVANIZED METAL DECKING SEE DETAIL 8 SD2.2 2" x 2" x 1/4" ANGLE FRAME AND BRACES 1" DIA. STL. PIPE 4" IN LENGTH WELD ONE TO ANGLE AT DOOR WELD ANOTHER AT 6" PIPE SEE DETAIL 8 10 SD2.2 S022 1 1/2" = 1'-0" kEDEPARTMENTI 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jack in the Box Inc. These drawings and specifications are the property of Jack in the Box Inc and shall not be copied or reproduced without its previous written consent. dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): #5 12-31-02 PERMIT. FEB. 25, 2003 BID: CONSTRUCTION: revisions A A A 1" DIA. STL. PIPE 4" IN LENGTH Q WELD TO ANGLE AT DOOR Q PROVIDE ZURK GREASE FITTING Q AT DOOR HINGE 2" x 2" x 1/4" ANGLE FRAME WASHER 1 1/2" 18 GAUGE TYPE 'B' GALVANIZED METAL DECKING 1" DIA. STL. PIPE 4" IN LENGTH WELDED TO 6" PIPE. WELD 3/4" DIA. SOLID STL. ROD 8" IN LENGTH INSIDE 1" DIA. STL. PIPE TO ACT AS HINGE FOR DOOR 6" DIA. STL. STD. WT. PIPE FILL WITH CONCRETE 1 1/2" = 1'-0" 1 1/2" = 1'-0" o� Uj g2 W H 8 = LU N CI } 400 W .ti Uj O J � 06Z N F— WU ZW H W= Cie Ie U. Q 7812� IZEG`.. A=��..FeAi: Ct,i THOMA LEG S" - CDPR STATE OF WA�;l-11td6TGhJ site information MK TYPE: 8EF40 JIB #: 8360 ADDRESS: 2500 SW 336TH ST FEDERAL WAY, WA DRAWN BY: ARR SCALE: AS NOTED SITE DETAILS SD2m2 ALTA/ACSM LAND TITLE SURVEY LEGEND A PORTION OF THE SW 1/4 OF SE 1/4 OF SECTION 13, �9 MONUMENT FOUND AS O CORNER FOUND AS NOTEDTED TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTF- MERIDIAN • SET CORNER, 1/2" REBAR AND CAP, LS 38495 IN FEDERAL WAY, KING COUNTY, WASHINGTON. SW 334th- PL. �I ; , � a -� SET CORNER, NAIL AND FLASHER, LS 38495 cn s 0 CATCH BASIN �., a - SITE Q STORM MANHOLE N Q SANITARY MANHOLE ) i { i\ i \3 EXTRUDED CONC. CURB jD GAS VALVE z j i` © POWER VAULT jPPP i I, i ,' \ 0� J, \S \ SW 336th ST. SW CAMPUS DR. ;' # 3 I P� V 6 ® POWER OUTLET BOX 2� PARKING LIGHT POLE 4 f STREET LIGHT POLE --¢ + P N VICINITY MAP STREET LIGHT J-BOX 9' �✓ �' 1 1 1 1 !i, �E CATCH BASIN ® TRAFFIC J-BOX GRATE 332.87 NOT TO SCALE �, j'- t 'I t\ PAINTED TRAFFIC ARROW ;�?� R�CI V1Ltfl k ( ) M >-_.___. _.__ _ ASPHAL_f` + IE 328.47 12" CMP N. .-.325- - _.._ _ __ �• ; I { } i HAVING \ IE 328.37 (12"CMP S.) 1 SIGN o TELEPHONE RISER - ' �. - ✓ - ��. _. _._.- �_._. r TELEVISION RISER - -__ _.___- .._-_- w_-- .- -• ' - --- ---' 19 10 SANITARY SEWER ESM T, FIRE HYDRANT ? # (� I{�l M -_ w REC. NOS. 7712280838 AND DQ WATER VALVE - _ � �` - �-�' .._ - ~�, w 7903280821. I i I i 1 1 _ -_ - _. 80.36 20 0 20 40 o ORNAMENTAL CITY OF FEDERAL WAY € , xx3 W- DECID000S TREE STORM WATER DETENTION/RETENTION POND2j--- SCALE: 1" = 20' 1 ' { I Y9 ROCK WALL I ! I + x ? i EXTRUDED CONC. CURB I "'� CONC. WHEEL BASIS OF BEARINGS: THE SOUTH LINE OF THE SW 1/4 OF 6' CHAIN LINK FENCE LINE ' # j f f j `�d� STOPS (TYP.) THE SE 1/4 OF SECTION 13, TOWNSHIP 21N, RANGE 3E, W.M. g EDGE OF WATER > 0 PER LOT LINE ADJUSTMENT RECORDED UNDER RECORDING P I 1 11.19I NUMBER 8801220236, RECORDS OF KING COUNTY, WASHINGTON. UTILITY LINES PER SURFACE EVIDENCE ( 0�0 tj 12-14-02 F i t i '. p1-- _ _ �.G 8$ 21�1� AVERAGE ELEV. 322.5 I'_ y� �h ,n� -D- - - STORM DRAIN LINE '� 4� 2 ! i o 1°L �y VERTICAL DATUM: CITY OF FEDERAL WAY (NGVD 29) ---S--- SAN. SEWER LINE x X BENCHMARK: FW123 _ _ ( UNABLE TO FIND �. NO to I � _ A a -W- - - WATER LINE t I x _ ,.,.__. o BRASS NAIL IN CONCRETE MONUMENT IN CASE AT THE NORTH END OF INTERSECTION OF 21st AVE. SW. AND SW. 336th ST. ! 36" CONC. PIPE RAG ' ` I { , "� FEDERAL WAY ELEV. 339.1, DEA ELEV. 339.26 UTILITY LINES PER LOCATOR PAINT MARKS � _ - - - - _ - - - - 1 g BUILDING SETBACKS TO BE i 1 G PAL \ n' G-- GAS LINE I f 1 s t I i R - ' -. TEMPORARY BENCHMARK 'A': (NOT SHOWN HEREON) - - - - - -P- - - - - - BURIED POWER LINES ( CALCULATED FROM THIS LINE P AT THE NW. QUADRANT PER K.C.S.P. 888040 it ,I ;� ( o? o STRIPE TOP OF S.E. BOLT ON LIGHT POLE Q j REC. NO. 8912211175 h, I i a t �; \ 8 OF THE INTERSECTTION OF 21st AVE. SW. AND SW. 336th ST. UTILITY LINES PER RECORD DATA i z t �-_ l,` ` ; } } l iz 1 I 6'` S�O� y�� -- - 15 _ w ,,_ - (TYP.) ELEV. 341.50 (SEE SURVEYOR'S NOTE 9) - - - -TV- - - BURIED TELEVISION CABLE I ? 1 t �- `� - ---- �`� M�- ` " " ""--. _._ . ___ __ _ .___ _ _W__.., _ w__. _._.__ ,_ -f �"� 1 ? I ; I + x� x r� ' 1 O 15' AND 19' WIDE ACCESS -. TEMPORARY BENCHMARK 'B': (IBM-B) - - - -D - - - - STORM DRAIN LINE {s: I i r s i � 1 ` _ ---..-'�` --�-- --•�- -�-- t- " - --v _.. `' - - E a' �. �� ESM'T TO KING COUNTY PER ' ..._.- -M " " f ' - p``� CATCH BASIN 8909200422, 8909200425, TOP OF NE. FLANGE BOLT OF FIRE HYDRANT ON SITE. I ' ; I �D '?. '; '- 325 -, O '_ 3 ELEV. 333.61 ��--�-�-- - K.C.P.S. KING COUNTY SHORT PLAT I 200427 W -' 4 i 5� GRATE 332.87 8909200426, 8909 = 1 I - „- _ )ar....._ _ . _..`_6 -,GRAIN "C1�lK F CE { t 1 3 _.._w 4 ( ) IE 329.76 12 Ctu1P"S __.__ _....._.. _ .. �w- _^ -- _ -__ ._._._ -.. _ .__r _.w-.. _.-_ ..__..__ ., v._ . _ ___._ . _ _ -_ ___-__ _ _ _._.._ f NEWSPAPER RECYCLE ; IE 328.14 8" CMP E. AND 8909200428 --..__. _..__ ____... __._„ -_ _. _ . _ . __- _ _ (`fH&FENCE" OES:ZT {� COLLECTION BIN r Z __._ . M Q �+ _ _--.� - PARKING - -� CIE 327.64 (12 CMP N.} i I I "- - w _ v _ \ - AFPEAf� TO "BE 0_ ,ACE 1 (PORTABLE) I STR E Til !E 327.44 (12"CMP S,) L. - 190.50' SUBJECT E t�Of�ERTY) f '.'` A). �`�' 00 I� (TYP� . I + L '( O�0 �5 of-�t7{- x�� o EDGE OF-.- _..._ aaa '\11 5�p-�331.95 �-�84.�. 3v�---__ _.�✓ .__ _ --_ .,._.w��_ ..-..._.-_._ _._.,_.. ___ ._\_.__ .__._ _�_ _ __-_-• _.u--`.�-__ W- _ ._ ��"•�: x '� �ko 5 _ 0 ASPHAPAVING I '\ ��1-(rFOUND NOT ( 4 �332.35 y �� 332.6 %3-- RI \ �� 33 " � - ._�. ��.v_.._ _ �$80 1�_.. 3 I - -_ � 1 G. 2 2.84 \ 2.55 333 aT.- Q g_ F \ PARKING 1 I 11 15' STORM ESM'T REC. \ S\C� C'S O $ SQ' `-•. I- �`�' 1 ASPHALT- 0 FOUND i/2" REBAR ray �� PAVING % I STRIPE i NO. 20010319000730 �\ \ LL (TYP.) -' !I ^�`' 1�9 h GS \ RE 2� WITH DAMAGED CAP ' _ \�\ OWNER: i ,:�,- I `., � } �� I 'S3 • � x,5.52`•L �„��,� g�\\.�\\J 6� \\ ��"� 6�0 �Q. ' `O TOWING SIGN` -t,..� I 40'x25 OINT...._.�_.....__. \ \ GAfiY &BEVERLY STRODIL �0'x40' EASEMENT FOE'JOINT I �. �� >`' ^ I x NO x� \ y� y`L' `P� y-'`1 X ACCESS E M T \ ACCESS PER K.C.S.P. 888040 y ' I STORM "MANHOLE AVt:� X x� X� +332.55 � PER REC w NO 091108080� RIM 331.�� REC. NO. 891221/175 o W I x ""'~ 10' SANITARY SEWER ESM'T \ S 89'01'32" E 19.00' �o t \ CATCH BASIN I 30' IE 323.32 (12 CMP W:} _ ',� � x 19 \ NEB ^� . �'� � METAL SIGN POST \ AFR SgH�T o o ( IE 321.37 (36 CONC. S.) - . N0, 8201140356 PER K.C. S.P. \ STORM DRAIN FACILITIES OF G?, �t (NO SIMN) SAN. SEWER MANHOLE GRATE 330.40 ��' � o IE 320.92 (36"GONG. N.) REC NOS. $5OI94QEz24 AND,_ 89].22L1175.. _.... RECORD {SEE SURVEYOR'S 11 5' ACCESS ESM'T PEF�„'I = 25' S� 4 ACCESS ESM'T PER NO S£(y (APPROXIMATEt, NOT IE 327.70 (6" PVC SE.) b '' ,y X I - O REC. NO. 8911080802 rk5 `� I SAN. SEWER MANHOLE \ O9\\ 9p FR FIELD LOCATED) IE 327.30 (12"CMP N.) O �o d `�� o ��' �`ti �`L p �\ NO.9) Jy2 f RIM 332.02 8709160 00 07151105 AND 5250 rS,�,T M ' ' PAVING ASPHALT z D ❑ 5y �5. ,S>\. ��,�h ,'`� �6�_....._ ,�;_ >\°� .� + --. IE 324.67 (8 PVC W.) S ASPHALT o ---- - - - - - - - X- _ X x xD \\ Xh'� X S�`L 5y`L ti 3 ( i ` r IE 324.47 8:'PVC S. -PAYING -. - � - S - - - - - - - - - D- _ _ _..._ x S � '� kFC d ` 7f 323.92 8" PVC E.} 5Ewf R 9� s ; / - - �- - - - - - - - - S - - - - - \ co'co 7T�R0G...... IE 324.42 8 PVC N.) ARY g102 _..,.. - - - - _ _ _ �GN of 10 SAN1S NO g6p52 -� - - - - -. - \ _ N _ _ �.__ O - - - ----- _S EXTRUDED CONC. CURB- 30'x40' INGRESS A '� - S - - - -' - - - - _ -, `� �`' �ANf pE i 0 -- -= ~' �5.�. o S - - EXTRUDED CONC. CURB _- EGRESS ESM'T REC. i y� Z. y0 - - ��"_ ` ---�- ` -- . - -- -- �� 1 N0. 9608271265 I X"� 5^� �y xS `-D-- <1 _.._. -•-- 30' �1 �11 N 88'46'50" W 247.53' � 1 ��p _ _..._ X _ 30 72_. _ ..7BM--=-B :., x� x I ^'`' 1 x i "? , .33,5 f '- �- -I--- --._._.- -_- - - ------ 3r --- ------ ---------------- - ELEV. 333.61 ,�h°��i �'�� I \ 3 \ 3� -TV-----J�- - 8 ----------- - - ytK ZG�>' ==- -----, -TV ------- ------- P--------------------------------- ------ Y g A- CONC. DRIVEWAY oo -�-------------- - -- ------ ---------- o i f o CONC. WALK -TV- ---- y -P--- +------- ^�b SEE SURVEYOR'S NOTE N0. 9 ------------------_--- -- o --- - 4-- -TV- -- I ----r - 0 o CONC. WALK -- -+ - - - - -4 - - - - _ -'t - - _ C14� CONC. CURB C, o � o o a �' ^t' ;PAINTED ` -TV.- .- -•_.*- - •�� "� 3 I pgC CONC. WALK AND GUTTER 6' �o I- 4 x6' GRATED PLANTER STOP BAR `' o - - - - - - - - - I - WITH 4 0 TREE (TYP.) A3, ANDGUCURBTTERI �o,Q �o �S ' ' bo / CONC. CURB FOUND REBAR AND CAP LS 10708 iw AND GUTTER LAST VISITED DEC. 1997. - - W - - - '- - - - W - 00 ASPHALT CATCH BASIN - - ` W - - - - - - - - -' - - -W - ��,. N - - - APPROXIMATE P.C. I PAVING 1 1 1 00 '�'- - - - - - - - -�-�- o GRATE 330.44 I i :n CATCH BASIN - r' IE _326.54-(12" PVC S.) ' 3 ASPHALT + ;oo GRATE 332.73 -- S.W. 336th STREET- ........... I I PAVING o� IE 326.98 (12" PVC S.);' �- _ f I , z ----- - `^� (PUBLIC STREET) -- - - - �_ `� __� ; 707.00 (1� C.S.P. 888040, - - - - -D- D_-�- REC. AO. 8912211175) � STORM MANHOLE N 88'46'S0" W 1322.10' (MEASURED} STORM MANHOLE . SURVEY REC. NO. 8705019004) RIM 331.66 o (132144 RIM 331.62 o MAN HOLE NHOLE o SURVEYOR NOTES STORM MANHOLE IE 325.57 (8" CMP E.) RIM MA RIM 331.05 IE 325.57 (12"CMP N.) FOUND BRASS NAIL 1. FIELD WORK PERFORMED IN DECEMBER 2002. SCHEDULE 'B' ITEMS IE 325.82 (15" PVC S.) STORM MANHOLE IN CONCRETE IN CASE 2. METHOD: FIELD TRAVERSE WITH LEICA 1103 PLUS TOTAL STATION. PER TITLE REPORT, SEE SURVEYOR NOTE NO. 3. RIM 333.26 SE CORNER SW 1/4, SE 1/4 R N MBERS AS NOTED ALL RECORDS OF KING SUBJECT TO THE RIGHT OF KING COUNTY TO MAKE NECESSARY CUT OR FILL SEC. 13, T. 21 N., R. 3 E. 3. REFERENCE: COMMITMENT FOR TITLE INSURANCE, ORDER NUMBER C4840-C2, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, SEATTLE WASHINGTON, EFFECTIVE DATE: OCTOBER 28, 2002 AT 7:30 A.M. 4. REFERENCE: SHORT PLAT NO. 888040 RECORDED UNDER RECORDING NUMBER 8912211175, RECORDS OF KING COUNTY, WASHINGTON. 5. REFERENCE: LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 8801220236, RECORDS OF KING COUNTY, WASHINGTON. 6. REFERENCE: SHORT PLAT NO. 1178051 RECORDED UNDER RECORDING NUMBER 7904230952 AND REVISED UNDER RECORDING NUMBERS 8104290296 AND 8501140624, RECORDS OF KING COUNTY, WASHINGTON. 7. ZONING FOR THE SUBJECT PROPERTY IS NEIGHBORHOOD BUSINESS, BN. A 5' MINIMUM LANDSCAPING SETBACK IS REQUIRED PER THE LANDSCAPE ORDINANCE. REQUIRED YARDS CAN VARY DEPENDING ON THE USE IN THE BN ZONE: RETAIL ESTABLISHMENTS HAVE REQUIRED 0 FRONT YARD MINIMUM, 10' SIDE YARD AND 10' REAR YARD MINIMUMS. FAST FOOD RESTAURANTS HAVE REQUIRED 0' FRONT YARD MINIMUM, 10' SIDE YARD AND 10' REAR YARD MINIMUMS. VEHICLE SERVICE STATIONS HAVE REQUIRED 40' FRONT YARD, 10' SIDE YARD AND 15' REAR YARD MINIMUMS. SPECIAL REGULATIONS RELATING TO BN ZONE INCLUDES RESTRICTION THAT IF ANY PORTION OF A STRUCTURE ON THE SUBJECT PROPERTY IS WITHIN 100' OF A RESIDENTIAL ZONE, THEN THAT PORTION OF THE STRUCTURE SHALL NOT EXCEED 30' ABOVE AVERAGE BUILDING ELEVATION AND THE STRUCTURE SHALL BE SET BACK A MINIMUM OF 20' FROM THE PROPERTY LINE OF THE RESIDENTIAL ZONE. 8. THE SUBJECT PROPERTY FALLS WITHIN ZONE X, AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN ACCORDING TO PANEL 1250 OF 1725, MAP NUMBER 53033C1250 F, REVISED MAY 16, 1995, BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR KING COUNTY. 9. IMPROVEMENT PLANS FOR SW. 336th ST. FROM THE CITY OF FEDERAL WAY SHOW BURIED TV CABLE UNDER THE EX. CONC. WALK BUT DO NOT SHOW BURIED TELEPHONE LINES. ASSUMPTION IS MADE THAT TV AND TELEPHONE CABLES ARE IN THE SAME DITCH WHICH IS TYPICAL. IMPROVEMENT PLANS ALSO SHOW STORM DRAIN LINES AS NOTED ON SURVEY BUT DEA FINDS NO SURFACE EVIDENCE OF THESE STORM LINES. RECORDED UNDER ECORDr_ S U , COUNTY (K.C.), WASHINGTON. O NOT A SURVEY ISSUE. OSUBJECT TO WATER AND SEWER CHARGES TO THE FEDERAL WAY WATER AND SEWER DISTRICT PER REC. NO. 8905120210. AFFECTS SUBJECT PROPERTY. EXACT LOCATION IS NOT DISCLOSED AND IS NOT PLOTTED HEREON. ARE NOT SURVEY ISSUES. OPACIFIC TELEPHONE AND TELEGRAPH EASEMENT NOT TO EXCEED 10 FEET IN WIDTH RECORDED PER REC. NO. 3727256. AFFECTS SUBJECT PROPERTY. EXACT LOCATION IS NOT DISCLOSED, AND IS NOT PLOTTED HEREON. ®10 FOOT POWER EASEMENT TO PUGET SOUND POWER AND LIGHT (PSE) OVER AS CONSTRUCTED FACILITIES PER REC. NO. 8602070813. AFFECTS LOT 3 OF K.C.S.P. 1178051, REC. NO. 8501140624. DOES NOT AFFECT SUBJECT PROPERTY. EXACT LOCATION IS NOT DISCLOSED AND IS NOT PLOTTED HEREON. ®SUBJECT TO TERMS, PROVISIONS AND EASEMENT FOR INGRESS AND EGRESS OF VEHICULAR AND PEDESTRIAN TRAFFIC PER REC. NO. 8607151105 AND AMENDED BY 8709160500. EASEMENT IS LOCATED AT THE SOUTHWEST CORNER OF LOT 1 OF K.C.S.P. 888040, REC. NO. 8912211175. AFFECTS SUBJECT PROPERTY AND IS PLOTTED HEREON. 10 SUBJECT TO TERMS AND PROVISIONS OF 15' AND 19' WIDE EASEMENTS GRANTING TO KING COUNTY FOR ACCESS TO THE STORM DRAINAGE FACILITY, ALSO BEING TRACT 'A' OF K.C. S.P. 888040, REC. NO. 8912211175 AND ADJOINS THE NORTHERLY LINE OF THE SUBJECT PROPERTY. DOCUMENTS AND THE RESPECTIVE GRANTORS INCLUDE: 8909200422 E. GEOFFREY MEYER & EILEEN M. MEYER 8909200425 BRYCE BIRD & DIANA BIRD 8909200426 GARY L. STRODTZ & BEVERLY STRODTZ 8909200427 TIMBERLAND FEDERAL SAVINGS & LOAN ASSOCIATION 8909200428 LEON P. GARDNER & BARBARA GARDNER AFFECTS SUBJECT PROPERTY AND IS PLOTTED HEREON. 11 EASEMENT AGREEMENT PER REC. NO. 8911080802. AFFECTS THE SUBJECT PROPERTY AND IS PLOTTED HEREON. SUBJECT TO RESERVATIONS, EXCEPTIONS, TERMS AND CONDITIONS PER DEED REC. NO. 5222194. AFFECTS SUBJECT PROPERTY. EXACT LOCATION IS NOT DISCLOSED AND IS NOT PLOTTED HEREON. 13 SLOPES PER DEED REC. NO. 5681223. AFFECTS SUBJECT PROPERTY ADJOINING SW. 336th ST. EXACT LOCATION IS NOT DISCLOSED AND IS NOT PLOTTED HEREON. 14 SLOPE EASEMENT TO KING COUNTY PER DEED REC. NO. 7205170047. AFFECTS PORTIONS OF 3 AND 4 OF K.C.S.P. 1178051, REC. NO. 8501140624, THAT ARE ADJOINING 21st AVE. SW. DOES NOT AFFECT SUBJECT PROPERTY AND IS NOT PLOTTED HEREON. 1 SUBJECT TO TERMS AND CONDITIONS PER AGREEMENT FOR SEWAGE FACILITIES TO LAKEHAVEN SEWER DISTRICT PER REC. NO. 8110130643. AFFECTS SUBJECT PROPERTY. EXACT LOCATION IS NOT DISCLOSED AND IS NOT PLOTTED HEREON. 1 B SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS TO KING COUNTY FOR RETENTION/DETENTION FACILITIES PER REC. NO. 8811171164. AFFECTS SUBJECT PROPERTY. EXACT LOCATION IS NOT DISCLOSED AND IS NOT PLOTTED HEREON. 1�7 SUBJECT OF CONDITIONS PER DEED REC. NO. 8812190936. AFFECTS SUBJECT PROPERTY AND IS NOT PLOTTED HEREON. 18 SUBJECT TO TERMS AND CONDITIONS PER AGREEMENT FOR WATER CONNECTION FEDERAL WAY WATER AND SEWER DISTRICT PER REC. NO. 8901300646. AFFECTS SUBJECT PROPERTY. EXACT LOCATION IS NOT DISCLOSED AND IS NOT PLOTTED HEREON. 19 SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED IN AND/OR DELINEATED ON THE FACE OF KING COUNTY SHORT PLATS REC. NOS. 7904230952, 8104290296, 8501140624 AND 8912211175, AND LOT LINE ADJUSTMENT REC. NO. 8801220236. AFFECTS SUBJECT PROPERTY AND ARE PLOTTED HEREON, IF THE EXACT LOCATION IS DISCLOSED. THE FOLLOWING NOTES APPEAR ON THE FACE OF K.C.S.P. 888040, REC. NO. 8912211175 LINE LABELED IN TRACT 'A' AS "100-YEAR FLOOD PLAIN; ELEV. 326.3." (THE FEMA MAP FOR THIS AREA DOES NOT INDICATE THIS, SEE NOTE 8.) NOTE 2. FINISHED FLOORS ON ALL LOTS TO BE ABOVE AN ELEVATION OF 327.3' M.S.L.D. NOTE 6. DIRECT VEHICULAR ACCESS TO SW. 336th STREET EXCEPT VIA JOINT USE EASEMENTS AND DRIVEWAYS AT EAST AND WEST LINES OF LOT 1 IS PROHIBITED. ®INGRESS AND EGRESS EASEMENT FOR THE BENEFIT OF THE SUBJECT PROPERTY PER REC. NO. 9608271265. AFFECTS SUBJECT PROPERTY AND IS PLOTTED HEREON. 21 STORM DRAIN EASEMENT TO CITY OF FEDERAL WAY PER REC. NO. 20010319000730. AFFECTS SUBJECT PROPERTY AND IS PLOTTED HEREON. DESCRIPTION LOT 2 OF KING COUNTY SHORT PLAT NO. 888040, ACCORDING TO SHORT PLAT RECORDED DECEMBER 21, 1989 UNDER RECORDING NO. 8912211175, IN KING COUNTY, WASHINGTON; UTILITY WARNING: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 'S CERTIFICA I, THE UNDERSIGNED, HEREBY CERTIFY TO CNL INSTITUTIONAL ADVISOR'S, INC. AND/OR AFFILIATES AND CNL NET LEASE INVESTORS, JACK IN THE BOX INC. AND FIRST AMERICAN TITLE INSURANCE COMPANY THAT THIS PRINT OF SURVEY IS BASED ON THE SURVEY MADE BY MATTHEW E. WEST, PROFESSIONAL LAND SURVEYOR NO. 38495, ON DECEMBER 13 AND 14, 2002, AND THAT THIS PRINT OF SURVEY CORRECTLY SHOWS THE LOCATION OF BUILDINGS STRUCTURES, IMPROVEMENTS, UTILITY LINES AND WATERWAYS SITUATED ON THE PROPERTY HEREIN DESCRIBED; AND THAT EXCEPT AS SHOWN HEREON, THERE ARE NO VISIBLE EASEMENTS, RIGHTS -OF -WAY OR ENCROACHMENTS ACROSS SAID PROPERTY, NO EASEMENTS OR RIGHTS -OF -WAY OF WHICH THE UNDERSIGNED HAS BEEN ADVISED, NO PARTY WALLS OR ENCROACHMENTS UPON ADJOINING PROPERTY, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS, AND NO CEMETERIES OR FAMILY BURYING GROUNDS UPON PROPERTY HEREIN DESCRIBED. i FURTHER CERTIFY THAT THE PROPERTY ABUTS AN ACCESSIBLE STREET OR THAT THERE IS INGRESS AND EGRESS TO AND FROM THE PROPERTY; THE PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREAS AS DESIGNATED BY THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT OR A 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE UNITED STATES ARMY CORP OF ENGINEERS; THE BOUNDARY LINE DIMENSIONS AS SHOWN ON THE SURVEY MAP FORM A MATHEMATICALLY CLOSED FIGURE WITHIN +/- 0.01 FOOT; EXCEPT AS SHOWN ON THE SURVEY MAP, THE BOUNDARY LINES OF ALL ADJOINING PARCELS, ROADS, HIGHWAYS, STREETS OR ALLEYS AS DESCRIBED IN THEIR MOST RECENT RESPECTIVE LEGAL DESCRIPTIONS OF RECORD; THIS SURVEY WAS MADE IN ACCORDANCE WITH THE MINIMUM STANDARDS ADOPTED BY THE ALTA; AND ON THE THE AFOREMENTIONED,I FOUND THE FOLLOWING PARTY(IES) TO BE IN POSSESSION OF THE PROPERTY IN THE INDICATED CAPACITIES: LEON GARDNER AND BARBARA GARDNER, HUSBAND AND WIFE. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS", JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 1999, AND PURSUyq TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN/fFFECT 0 THE DA�HIS CERTIFICATION) OF AN URBAN SURVEY. SIGNED: DATE: // ZG. g+�% ezoc�'Z-- � N J 'o ti - £ m � N c a? ^ccccN cC r 3 8 d ca REVISIONS: APPD. DATE: 12-24-02 DESIGN: DRAWN: DGP CHECKED: REVISION NUMBER: SCALE: 1"=20' PROJECT NUMBER: JAC1.0000.0001 SHEET NO. SD3,0