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BIKE BIKE BIKE BIKE S S S S S S S S S D D D D D D D WV WV WV WV WV WV WV WV WV WV WV WV WV WV E E E E E E E E E LP LP LP LP LP LP LP LP LP LP E E E E T T T T T T T T T T T TV TV TV TV G G WINCO FOODS FFE: 186.50 STACY ALLISON WAY CENTER STREET EVERGREEN ROAD 1 2 2 TYP 3 6 8 8 9 11 14 15 TYP 16 12 13 R : 3 5 . 0 0 ' R :5 5 .0 0 ' R :3 5 .0 0 ' R :5 5 .0 0 ' R : 3 5 .0 0 ' R :5 5 .0 0 ' R :3 5 .0 0 ' R :5 5 .0 0 ' R : 3 5 .0 0 ' R :3 5 .0 0 ' R : 3 5 .0 0 ' R :5 5 .0 0 ' R :5 5 .0 0 ' R :3 5 .0 0 ' R : 5 5 .0 0 ' TYP 7 4 EXISTING PROPERTY LINE TO BE ADJUSTED ADJUSTED PROPERTY LINE 5 R :5 5 .0 0 ' R : 3 5 .0 0 ' R :5 5 .0 0 ' 17 R :3 5 .0 0 ' R :5 5 .0 0 ' 10.00' PUBLIC UTILITY EASEMENT 18 10 6 10 10 10 10 36 40 40 40 34 34 40 41 19 33 36 10 7 10 10 10 10 5 3 5.00' PROPOSED R/W DEDICAITON LEGEND PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED R/W DEDICATION EXISTING CURB & GUTTER PROPOSED BUILDING CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE SIDEWALK CEMENT CONCRETE PAVING WITHIN BUILDING/SITE LINE: SEE BUILDING PLANS ASPHALT PAVEMENT CART CORRAL STALL COUNT XX PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET STAMP Jan 19, 2026 4:38:07pm - User JasonBruhn N:\2 - PROJECTS\119 B HILLS ARCHITECTURE\119.008 WOODBURN, OR WINCO FOODS\ACAD\119.008 SP-01.DWG CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. WINCO FOODS STACY ALLISON WAY & CENTER ST. WOODBURN, OREGON 119.008 R. SATAK J. BRUHN - 1/20/2026- 111 TUMWATER BLVD SE, SUITE B203 TUMWATER, WA 98501 VERTICAL DATUM NAVD 88 88145PE OREGON R E G I S T E R E D P R O F E S S I O N A L B R A N D O N L . J O H N S O N J U N E 3 0 , 2 0 2 5 E N G I N E E R PRELIMINARY 1/20/2026 _SP-01 _PRELIMINARY SITE & PAVING PLAN PRELIMINARY SITE & PAVING PLAN SP-01 SCALE IN FEET 0 50 100 N CONSTRUCTION NOTES 1. PARKING LOT STRIPING: SEE ARCHITECTURAL SITE PLAN FOR ALL PARKING LOT STRIPING DIMENSIONS AND DETAILS 2. SCREEN WALL: SEE BUILDING PLANS 3. CART CORRALS: PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR 4. FIRE LANE REQUIRED TURNING RADIUS 5. ELECTRIC VEHICLE PARKING 6. BUILDING MOUNTED FIRE DEPARTMENT CONNECTION: SEE BUILDING PLANS 7. PIPE BOLLARDS (TYP): SEE BUILDING PLANS 8. SPEED BUMP 9. ADA ACCESSIBLE PARKING 10.CONSTRUCT ±350' OF 6' WIDE CEMENT CONCRETE SIDEWALK BETWEEN WALMART SOUTH ENTRANCE AND HARVARD DRIVE 11.30' FLAG POLE: APPROVED BY WINCO 12. GENERATOR ENCLOSURE: SEE BUILDING PLANS 13. PRECAST CEMENT CONCRETE WHEEL STOP 14.DRY AND WET COMPACTORS: SEE BUILDING PLANS 15.LOADING DOCKS: SEE BUILDING PLANS 16.LANDSCAPE ISLAND (TYP) 17.CARPOOL PARKING 18.MID BLOCK CROSSING WITH RRFB AT THE INTERSECTION OF OXFORD ST AND EVERGREEN RD X A SP-02 A SP-02 B SP-02 B SP-02 C SP-02 C SP-02 ---PAGE BREAK--- STACEY ALLISON WAY (A-A) 1"=5' ℄ 6.00' SHOULDER 12.00' TRAVEL LANE 12.00' CENTER TURN LANE 12.00' TRAVEL LANE 6.00' SHOULDER R/W R/W 74.00' 6.00' LANDSCAPE R/W DEDICATION 5.00' LANDSCAPE 6.00' PROPOSED SIDEWALK 5.00' ROW DEDICATION 48.00' EXISTING ROAD SECTION CENTER STREET (B-B) 1"=5' ℄ 14.00' CENTER TURN LANE 12.00' TRAVEL LANE 6.00' BIKE LANE R/W R/W 74.00' 5.50' LANDSCAPE 6.00' EX. SIDEWALK 12.00' TRAVEL LANE 6.00' BIKE LANE 5.50' LANDSCAPE 6.00' EX. SIDEWALK 50.00' EXISTING ROAD SECTION EVERGREEN ROAD (C-C) 1"=5' ℄ 14.00' CENTER TURN LANE 12.00' TRAVEL LANE 6.00' BIKE LANE R/W R/W 74.00' 5.50' LANDSCAPE 6.00' EX. SIDEWALK 12.00' TRAVEL LANE 6.00' BIKE LANE 5.50' LANDSCAPE 6.00' PROPOSED SIDEWALK 50.00' EXISTING ROAD SECTION PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET STAMP Jan 19, 2026 4:40:13pm - User JasonBruhn N:\2 - PROJECTS\119 B HILLS ARCHITECTURE\119.008 WOODBURN, OR WINCO FOODS\ACAD\119.008 SP-01.DWG CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. WINCO FOODS STACY ALLISON WAY & CENTER ST. WOODBURN, OREGON 119.008 R. SATAK J. BRUHN - 1/20/2026- 111 TUMWATER BLVD SE, SUITE B203 TUMWATER, WA 98501 VERTICAL DATUM NAVD 88 88145PE OREGON R E G I S T E R E D P R O F E S S I O N A L B R A N D O N L . J O H N S O N J U N E 3 0 , 2 0 2 5 E N G I N E E R PRELIMINARY 1/20/2026 _SP-02 _ABUTTING STREET CROSS SECTIONS ABUTTING STREET CROSS SECTIONS SP-02 ---PAGE BREAK--- BIKE BIKE BIKE BIKE S S S S S S S S S D D D D D D D WV WV WV WV WV WV WV WV WV WV WV WV WV WV E E E E E E E E E LP LP LP LP LP LP LP LP LP LP E E E E T T T T T T T T T T T TV TV TV TV G G WINCO FOODS FFE: 186.50 STACY ALLISON WAY CENTER STREET EVERGREEN ROAD R :3 5 .0 0 ' R :5 5 .0 0 ' R :3 5 .0 0 ' R :5 5 .0 0 ' R :5 5 .0 0 ' R :3 5 .0 0 ' R :5 5 .0 0 ' R : 3 5 .0 0 ' R :3 5 .0 0 ' R : 3 5 .0 0 ' R :5 5 .0 0 ' R :5 5 .0 0 ' R : 5 5 .0 0 ' R :5 5 .0 0 ' R : 3 5 .0 0 ' R :5 5 .0 0 ' 1 N:547867.09, E:7586949.69 1-FIRE HYDRANT ASSEMBLY N:548079.98, E:7587113.22 1-FIRE HYDRANT ASSEMBLY N:547650.34, E:7586974.24 1-FIRE HYDRANT ASSEMBLY N:547950.81, E:7587384.99 1-FIRE HYDRANT ASSEMBLY N:547682.47, E:7587040.74 WALL MOUNTED FDC SEE FIRE PROTECTION PLANS EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT R :3 5 .0 0 ' R : 3 5 . 0 0 ' EX. FIRE HYDRANT LEGEND PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED R/W DEDICATION EXISTING CURB & GUTTER PROPOSED BUILDING PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET STAMP Jan 19, 2026 4:36:41pm - User JasonBruhn N:\2 - PROJECTS\119 B HILLS ARCHITECTURE\119.008 WOODBURN, OR WINCO FOODS\ACAD\119.008 FIRE ACCESS PLAN.DWG CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. WINCO FOODS STACY ALLISON WAY & CENTER ST. WOODBURN, OREGON 119.008 R. SATAK J. BRUHN - 1/20/2026- 111 TUMWATER BLVD SE, SUITE B203 TUMWATER, WA 98501 VERTICAL DATUM NAVD 88 88145PE OREGON R E G I S T E R E D P R O F E S S I O N A L B R A N D O N L . J O H N S O N J U N E 3 0 , 2 0 2 5 E N G I N E E R PRELIMINARY 1/20/2026 _FA-01 _FIRE ACCESS PLAN FIRE ACCESS PLAN FA-01 SCALE IN FEET 0 50 100 N CONSTRUCTION NOTES 1. FIRE ACCESS LANE X 20.00' ---PAGE BREAK--- S S S S S S S S S D D D D D D D WV WV WV WV WV WV WV WV WV WV WV WV WV WV E E E E E E E E E LP LP LP LP LP LP LP LP LP LP E E E E T T T T T T T T T T T TV TV TV TV G G WINCO FOODS FFE: 186.50 STACY ALLISON WAY CENTER STREET EVERGREEN ROAD CONNECT TO EXISTING WATER LINE SEE WT-00 CONNECT TO EXISTING WATER LINE SEE WT-00 CONNECT TO EXISTING SEWER LINE SEE SS-00 EXISTING STREET LIGHT TO BE RELOCATED EXISTING STREET LIGHT AND CABLE BOXES TO BE RELOCATED CONNECT TO EXISTING STORM LINE SEE SD-00 10.00' PUBLIC UTILITY EASEMENT LEGEND PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED R/W DEDICATION EASEMENT LINE EXISTING CURB & GUTTER EXISTING SEWER LINE EXISTING STORM LINE EXISTING WATER LINE EXISTING SEWER MANHOLE EXISTING CATCH BASIN EXISTING STORM MANHOLE EXISTING WATER VALVE EXISTING FIRE HYDRANT *SEE ALTA FOR ADDITIONAL UTILITY INFORMATION PROPOSED BUILDING CEMENT CONCRETE CURB & GUTTER STORM LINE WATER LINE WATER SERVICE LINE SEWER LINE D S WV PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET STAMP Jan 19, 2026 4:42:27pm - User JasonBruhn N:\2 - PROJECTS\119 B HILLS ARCHITECTURE\119.008 WOODBURN, OR WINCO FOODS\ACAD\119.008 UT-00.DWG CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. WINCO FOODS STACY ALLISON WAY & CENTER ST. WOODBURN, OREGON 119.008 R. SATAK J. BRUHN - 1/20/2026- 111 TUMWATER BLVD SE, SUITE B203 TUMWATER, WA 98501 VERTICAL DATUM NAVD 88 88145PE OREGON R E G I S T E R E D P R O F E S S I O N A L B R A N D O N L . J O H N S O N J U N E 3 0 , 2 0 2 5 E N G I N E E R PRELIMINARY 1/20/2026 _UT-00 _PRELIMINARY OVERALL UTILITY PLAN PRELIMINARY OVERALL UTILITY PLAN UT-00 SCALE IN FEET 0 50 100 N ---PAGE BREAK--- 182 183 184 185 186 183 184 185 186 184 184 185 185 186 186 187 187 184 185 185 186 186 185 186 182 183 184 184 184 185 182 183 184 185 185 186 186 185 184 184 185 185 185 183 184 182 183 184 185 S S S S S S S S S D D D D D D D WV WV WV WV WV WV WV WV WV WV WV WV WV WV E E E E E E E E E LP LP LP LP LP LP LP LP LP LP E E E E T T T T T T T T T T T TV TV TV TV G G WINCO FOODS FFE: 186.50 STACY ALLISON WAY CENTER STREET EVERGREEN ROAD 261 LF OF 18" @ 0.51% 207 LF OF 18" @ 0.50% 10.00' PUBLIC UTILITY EASEMENT N:547751.51, E:7586884.87 STORMWATER STRUCTURE RIM:186.67 IE:178.85 (18" SE) IE:178.85 (18" NE) N:547859.52, E:7586967.84 STORMWATER STRUCTURE RIM:186.20 IE:179.16 SE) IE:178.17 (18" SW) IE:178.17 (18" NE) N:547939.26, E:7587357.66 STORMWATER STRUCTURE RIM:185.97 IE:179.30 (18" NE) IE:179.30 (18" NW) N:547624.26, E:7587149.50 STORMWATER STRUCTURE RIM:185.92 IE:180.59 NW) IE:180.59 (18" SW) N:548098.73, E:7587151.57 STORMWATER STRUCTURE RIM:185.92 IE:177.96 (18" SE) IE:177.96 (18" SW) N:547625.59, E:7587048.78 STORMWATER STRUCTURE RIM:185.81 IE:179.89 (18" SE) IE:179.89 (18" SW) IE:179.89 (18" NW) N:547576.44, E:7587112.77 STORMWATER STRUCTURE RIM:185.59 IE:180.29 (18" NE) IE:180.29 (18" NW) N:547945.15, E:7587334.97 CONNECT TO ROOF DOWNSPOUT (TYP) SEE BUILDING PLANS FOR CONTINUATION IE:183.90 NE) N:547844.29, E:7586987.66 CONNECT TO CART DRAIN SEE PLUMBING PLANS FOR CONTINUATION IE:183.33 NW) N:547886.80, E:7586595.80 STORMWATER STRUCTURE RIM:183.79 IE:180.27 (18" NE) N:547532.97, E:7586973.04 STORMWATER STRUCTURE RIM:183.73 IE:180.23 (18" NE) N:548051.75, E:7586722.50 STORMWATER STRUCTURE RIM:182.75 IE:178.48 (18" SW) IE:178.48 (18" NE) N:548184.86, E:7586825.33 STORMWATER STRUCTURE RIM:181.92 IE:176.77 (18" SW) IE:176.77 (18" NE) IE:176.67 (18" SE) IE:176.67 (18" NW) N:548297.08, E:7586911.52 STORMWATER STRUCTURE RIM:181.21 IE:177.05 (18" NE) IE:177.05 (18" SW) N:547714.39, E:7587014.40 CONNECT TO TRENCH DRAIN SEE PLUMBING PLANS FOR CONTINUATION IE:180.63 SW) N:547611.28, E:7587128.55 CONNECT TO TRENCH DRAIN SEE PLUMBING PLANS FOR CONTINUATION IE:180.63 SE) N:547629.57, E:7587142.59 CONNECT TO TRENCH DRAIN SEE PLUMBING PLANS FOR CONTINUATION IE:180.63 SE) 23 LF OF 18" @ 0.50% 81 LF OF 18" @ 0.50% 136 LF OF 18" @ 0.50% 172 LF OF 18" @ 0.50% 9 LF OF 6" @ 0.50% 9 LF OF 6" @ 1.84% 207 LF OF 18" @ 0.86% 168 LF OF 18" @ 1.02% 141 LF OF 18" @ 0.20% 25 LF OF 6" @ 16.68% 120 LF OF 18" @ 0.28% 49 LF OF 6" @ 1.27% 37 LF OF 18" @ 0.50% 14 LF OF 18" @ 2.03% 311 LF OF 18" @ 0.21% 130 LF OF 18" @ 0.50% N:547995.95, E:7587072.63 STORMWATER STRUCTURE RIM:186.10 IE:177.31 (18" SW) IE:177.31 (18" NE) IE:177.31 (18" NW) N:548320.18, E:7586928.90 FOR FUTURE CONNECTION 1-18" CAP IE:177.19 (18" SW) 29 LF OF 18" @ 0.50% 38 LF OF 18" @ 0.45% N:547969.80, E:7587380.97 STORMWATER STRUCTURE RIM:184.45 IE:179.47 (18" NE) IE:179.47 (18" SW) 13 LF OF 18" @ 0.60% N:547979.67, E:7587388.70 FOR FUTURE CONNECTION 1-18" CAP IE:179.54 (18" SW) N:548195.44, E:7586816.59 STORM STRUCTURE CONNECT TO EXISTING STORM LINE IE:176.39 (18" W) IE:176.39 (18" SE) LEGEND PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED R/W DEDICATION EASEMENT LINE EXISTING CURB & GUTTER EXISTING CONTOURS PROPOSED CONTOURS EXISTING STORM LINE EXISTING CATCH BASIN EXISTING STORM MANHOLE PROPOSED BUILDING CEMENT CONCRETE CURB & GUTTER WATER LINE WATER SERVICE LINE SEWER LINE STORM LINE 18" AND SMALLER UNLESS OTHERWISE NOTED STORM LINE 18" AND LARGER UNLESS OTHERWISE NOTED STORMWATER STRUCTURES XX XX XX XX D PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET STAMP Jan 19, 2026 4:36:21pm - User JasonBruhn N:\2 - PROJECTS\119 B HILLS ARCHITECTURE\119.008 WOODBURN, OR WINCO FOODS\ACAD\119.008 SD-00.DWG CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. WINCO FOODS STACY ALLISON WAY & CENTER ST. WOODBURN, OREGON 119.008 R. SATAK J. BRUHN - 1/20/2026- 111 TUMWATER BLVD SE, SUITE B203 TUMWATER, WA 98501 VERTICAL DATUM NAVD 88 88145PE OREGON R E G I S T E R E D P R O F E S S I O N A L B R A N D O N L . J O H N S O N J U N E 3 0 , 2 0 2 5 E N G I N E E R PRELIMINARY 1/20/2026 _SD-00 _PRELIMINARY STORM PLAN PRELIMINARY STORM PLAN SD-00 SCALE IN FEET 0 50 100 N ---PAGE BREAK--- S S S S S S S S S D D D D D D D WV WV WV WV WV WV WV WV WV WV WV WV WV WV E E E E E E E E E LP LP LP LP LP LP LP LP LP LP E E E E T T T T T T T T T T T TV TV TV TV G G WINCO FOODS FFE: 186.50 STACY ALLISON WAY CENTER STREET EVERGREEN ROAD 10.00' PUBLIC UTILITY EASEMENT 16.00' PROPOSED WATER EASEMENT N:547673.59, E:7586969.40 1-2" WATER METER (IRRIGATION) N:547867.09, E:7586949.69 1-FIRE HYDRANT ASSEMBLY N:548079.98, E:7587113.22 1-FIRE HYDRANT ASSEMBLY N:547670.55, E:7586973.37 1-2" WATER METER (DOMESTIC) N:547650.34, E:7586974.24 1-FIRE HYDRANT ASSEMBLY N:547721.89, E:7586848.25 1-8" 90° BEND 1-8" GATE VALVE THRUST BLOCKING N:547862.22, E:7586956.04 1-8"x6" TEE 1-6" GATE VALVE THRUST BLOCKING N:547634.47, E:7586962.05 1-8"x6" TEE 1-6" GATE VALVE THRUST BLOCKING N:547614.26, E:7586988.37 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE THRUST BLOCKING N:548075.11, E:7587119.56 1-8"x6" TEE 1-6" GATE VALVE THRUST BLOCKING N:547540.87, E:7587083.92 1-8" 45° BEND THRUST BLOCKING N:547547.44, E:7587134.06 1-8" 45° BEND 1-8" GATE VALVE THRUST BLOCKING N:547616.76, E:7587187.31 1-8" TEE 2-8" GATE VALVES THRUST BLOCKING N:547595.24, E:7587215.32 CONNECT TO EXISTING 12" WATER LINE 1-8" GATE VALVE THRUST BLOCKING N:547939.10, E:7587375.94 1-8"x6" TEE 1-6" GATE VALVE THRUST BLOCKING N:547668.59, E:7587050.62 CONNECT TO 3" DOMESTIC WATER LINE STUB BACKFLOW DEVICE LOCATED INSIDE BUILDING SEE PLUMBING PLANS FOR CONTINUATION N:548114.19, E:7587149.58 1-8" 90° BEND 1-8" GATE VALVE THRUST BLOCKING N:547886.64, E:7587443.76 CONNECT TO EXISTING 12" WATER LINE 1-8" GATE VALVE THRUST BLOCKING N:547678.51, E:7587037.70 CONNECT TO 6" FIRE LINE STUB BACKFLOW DEVICE LOCATED INSIDE BUILDING SEE FIRE PROTECTION PLANS FOR CONTINUATION N:547982.87, E:7587555.80 EX. FIRE HYDRANT N:547682.47, E:7587040.74 WALL MOUNTED FDC SEE FIRE PROTECTION PLANS N:548283.48, E:7587340.87 EX. FIRE HYDRANT N:548255.70, E:7586853.92 EX. FIRE HYDRANT N:547858.93, E:7586549.58 EX. FIRE HYDRANT N:547625.03, E:7587238.42 EX. FIRE HYDRANT 39 LF OF 8" 47 LF OF 8" 49 LF OF 8" 143 LF OF 8" 33 LF OF 8" 120 LF OF 8" 51 LF OF 8" 87 LF OF 8" 81 LF OF 6" 62 LF OF 3" 45 LF OF 3" 370 LF OF 8" 35 LF OF 8" 177 LF OF 8" 268 LF OF 8" 286 LF OF 8" N:547950.81, E:7587384.99 1-FIRE HYDRANT ASSEMBLY N:547910.48, E:7587412.94 1-8" TEE 2-8" GATE VALVES THRUST BLOCKING LEGEND PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED R/W DEDICATION EASEMENT LINE EXISTING CURB & GUTTER EXISTING WATER LINE EXISTING WATER VALVE EXISTING FIRE HYDRANT PROPOSED BUILDING CEMENT CONCRETE CURB & GUTTER STORM LINE SEWER LINE WATER LINE UNLESS OTHERWISE NOTED WATER SERVICE LINE UNLESS OTHERWISE NOTED WATER METER FIRE HYDRANT FIRE DEPARTMENT CONNECTION GATE VALVE WV PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET STAMP Jan 19, 2026 4:37:03pm - User JasonBruhn N:\2 - PROJECTS\119 B HILLS ARCHITECTURE\119.008 WOODBURN, OR WINCO FOODS\ACAD\119.008 WT-00.DWG CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. WINCO FOODS STACY ALLISON WAY & CENTER ST. WOODBURN, OREGON 119.008 R. SATAK J. BRUHN - 1/20/2026- 111 TUMWATER BLVD SE, SUITE B203 TUMWATER, WA 98501 VERTICAL DATUM NAVD 88 88145PE OREGON R E G I S T E R E D P R O F E S S I O N A L B R A N D O N L . J O H N S O N J U N E 3 0 , 2 0 2 5 E N G I N E E R PRELIMINARY 1/20/2026 _WT-00 _PRELIMINARY WATER PLAN PRELIMINARY WATER PLAN WT-00 SCALE IN FEET 0 50 100 N ---PAGE BREAK--- S S S S S S S S S D D D D D D D WV WV WV WV WV WV WV WV WV WV WV WV WV WV E E E E E E E E E LP LP LP LP LP LP LP LP LP LP E E E E T T T T T T T T T T T TV TV TV TV G G WINCO FOODS FFE: 186.50 STACY ALLISON WAY CENTER STREET EVERGREEN ROAD 10.00' PUBLIC UTILITY EASEMENT N:547889.18, E:7587385.55 CONNECT TO 6" SEWER STUB IE OUT:175.67 SE) N:547825.86, E:7587447.40 SEWER LATERAL IE IN:165.68 NW) 89 LF OF 6" @ 0.1129 FT/FT LEGEND PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED R/W DEDICATION EASEMENT LINE EXISTING CURB & GUTTER EXISTING SEWER LINE EXISTING SEWER MANHOLE PROPOSED BUILDING CEMENT CONCRETE CURB & GUTTER STORM LINE WATER LINE WATER SERVICE LINE SEWER LINE UNLESS OTHERWISE NOTED GREASE INTERCEPTOR SEE BUILDING PLANS S PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET STAMP Jan 19, 2026 4:37:47pm - User JasonBruhn N:\2 - PROJECTS\119 B HILLS ARCHITECTURE\119.008 WOODBURN, OR WINCO FOODS\ACAD\119.008 SS-00.DWG CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. WINCO FOODS STACY ALLISON WAY & CENTER ST. WOODBURN, OREGON 119.008 R. SATAK J. BRUHN - 1/20/2026- 111 TUMWATER BLVD SE, SUITE B203 TUMWATER, WA 98501 VERTICAL DATUM NAVD 88 88145PE OREGON R E G I S T E R E D P R O F E S S I O N A L B R A N D O N L . J O H N S O N J U N E 3 0 , 2 0 2 5 E N G I N E E R PRELIMINARY 1/20/2026 _SS-00 _PRELIMINARY SEWER PLAN PRELIMINARY SEWER PLAN SS-00 SCALE IN FEET 0 50 100 N ---PAGE BREAK--- _LS-01 _OVERALL LANDSCAPE PLAN ---PAGE BREAK--- _LS-02 _LANDSCAPE PLAN ---PAGE BREAK--- _LS-03 _LANDSCAPE PLAN ---PAGE BREAK--- _LS-04 _LANDSCAPE PLAN ---PAGE BREAK--- _LS-05 _LANDSCAPE PLAN ---PAGE BREAK--- _LS-06 _LANDSCAPE PLAN & DETAIL ---PAGE BREAK--- _LS-07 _LANDSCAPE PLAN & DETAILS