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V V V V V V 196.00 195.00 195.00 194.00 197.00 198.00 199.00 198.00 I R I S S T R E E T S P R I N G B L V D L L L L L Revisions Date: Checked By: Drawn By: C-1 Woodburn, OR DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: # Insert Text Date # Insert Text # Insert Text # LS DJD 04/17/2025 Bid Documents www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 BOONES CROSSING PARK VICINITY MAP City of Woodburn, Bid Documents - 04/17/2025 PROJECT TEAM PRIME CONSULTANT & LANDSCAPE ARCHITECT: DLA Inc. David Dougherty Principal 474 Willamette St. #305, Eugene, OR 97401 [PHONE REDACTED] I [PHONE REDACTED] [EMAIL REDACTED] GENERAL NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH LOCAL JURISDICTIONAL CODES AND APPLICABLE LOCAL ORDINANCES, AND THE 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC) EFFECTIVE JULY 1, 2019 BASED ON THE 2021 INTERNATIONAL BUILDING CODE (IBC) (THIS CODE IS REFERRED TO IN THESE DOCUMENTS BY THE ABBREVIATION OSSC). 2. NOTHING IN THESE PLANS, NOR THE ABSENCE OF INFORMATION SHALL BE CONSTRUED TO PERMIT WORK NOT IN COMPLIANCE WITH CODE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK TO MEET FULL CODE COMPLIANCE, WHETHER INDICATED HEREIN OR NOT. 3. THESE DOCUMENTS ARE NOT, AND DO NOT PURPORT TO BE PERFECT. IT IS THE OWNER'S AND CONTRACTOR'S RESPONSIBILITY -PRIOR TO THE START OF CONSTRUCTION- TO BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PERCEIVED OR ACTUAL DISCREPANCIES, CONFLICTS, OMISSIONS, ERRORS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, AND TO REQUEST ADDITIONAL INFORMATION, CLARIFICATION OR CORRECTION OF SUCH ITEMS AND WHERE DETAILS ANNOTATE CONDITIONS, SIMILAR CONDITIONS WHERE OCCURRING IN PROJECT SHALL BE IMPLIED AS BEING THAT SAME CONSTRUCTION EVEN IF NOT ANNOTATED ON DETAIL AS TYPICAL. 4. THE DRAWINGS ILLUSTRATE LOCATIONS, ARRANGEMENTS, DIMENSIONS AND DETAILS TO DETERMINE THE GENERAL CHARACTER OF THE WORK. 5. DRAWINGS SHALL NOT BE SCALED, UNLESS AUTHORIZED BY THE LANDSCAPE ARCHITECT. REQUEST CLARIFICATION FOR ANY MISSING DIMENSIONS FROM THE LANDSCAPE ARCHITECT. 6. DRAWINGS OF A GREATER SCALE TAKE PRECEDENCE OVER DRAWINGS OF A LESSER SCALE. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE. 7. DIMENSIONS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING THE WORK. 8. THE DRAWINGS DO NOT PURPORT TO INCLUDE COMPLETE DETAILS OF ALL PHASES, AND FACETS OF CONSTRUCTION. DETAILS NOT SPECIFICALLY SHOWN SHALL BE OF THE SAME NATURE AS OTHER, SIMILAR CONDITIONS. PARTS NOT DETAILED SHALL BE SUBJECT TO THE LANDSCAPE ARCHITECT'S APPROVAL. 9. THE LANDSCAPE ARCHITECT SHALL BE CONSULTED FOR ALL MATTERS REGARDING AESTHETICS, INCLUDING BUT NOT LIMITED TO, FINISHES, COLORS, TEXTURES, PROPORTIONS, OR ALIGNMENTS. 10. DETAILS OF CONDITIONS SHOWN WILL APPLY TO SIMILAR CONDITIONS AS TYPICAL WHERE OCCUR. 11. A CITY-APPROVED SET OF THE CONSTRUCTION DOCUMENTS MUST BE ON THE JOB SITE AT ALL TIMES, AS WELL AS A SET OF THE MOST RECENT ISSUE OF THE CONSTRUCTION DOCUMENTS AND SUPPLEMENTAL INFORMATION (SI'S). ADDITIONAL NOTES: · CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND ADHERENCE TO JURISDICTIONAL CODES FOR CONSTRUCTION. OWNER: CIVIL ENGINEER: City of Woodburn, Jesse Cuomo Community Services Director City of Woodburn 270 Montgomery St Woodburn, Oregon 97071 [PHONE REDACTED] [EMAIL REDACTED] INDEX LANDSCAPE ARCHITECTURE: C-1 COVER SHEET LA-0 EXISTING CONDITIONS PLAN LA-1 SITE PLAN LA-2 LAYOUT & UTILITIES PLAN LA-3 GRADING & DRAINAGE PLAN LA-4 SITE DETAILS LA-5 CIVIL SITE DETAILS LA-6 PLANTING PLAN, SCHEDULES & DETAILS LA-7 IRRIGATION PLAN & DETAILS LA-8 IRIS STREET FRONTAGE - ALTERNATE #4 City of Woodburn, Pete Gauthier Project Engineer City of Woodburn 270 Montgomery St Woodburn, Oregon 97071 [PHONE REDACTED] [EMAIL REDACTED] 0 5 15 30 60 120 SCALE: 1"=30'-0" NORTH Boones Crossing Park Boones Crossing Park Project No. 2023-006-17 UTILITY NOTIFICATIONS: Cover Sheet RAILWAY LINE ATTENTION: Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth in OAR [PHONE REDACTED] Through [PHONE REDACTED]. You May Obtain Copies Of The Rules By Calling The Center. (Note: The Telephone Number For The Oregon Utility Notification Center Is (503) 232-1987 ---PAGE BREAK--- V V V V EX TFC: 194.63' EX TFC: 194.40' EX TFC: 195.28' EX TFC: 195.56' EX TFC: 196.01' EX TFC: 196.41' EX TFC: 196.83' EX TFC: 197.32' EX TFC: 197.63' EX TFC: 198.02' EX TFC: 198.37' EX TFC: 198.91' EX TFC: 199.34' EX TFC: 199.57' EX TFC: 199.51' EX TFC: 194.70' 196.00 195.00 195.00 194.00 197.00 198.00 199.00 198.00 I R I S S T R E E T S P R I N G B L V D PARTITION PLAT NO. 2018-057 PARCEL 2 3.01 ACRES 16' STORMWATER EASEMENT PROPOSED MULTI FAMILY HOUSING DEVELOPMENT PARCEL 1 EXISTING TEMPORARY BLOW OFF EXISTING CULVERT POSSIBLE TOPSOIL STOCKPILE AREA (BY OTHERS) BOONES CROSSING PHASE 5 VOL.48, PAGE 85 TRACT STORM WATER CONTAINMENT 239 240 241 242 243 244 245 246 247 NEW CULVERT LOCATION BY OTHERS PROPERTY LINE TYP. PROPOSED MULTI FAMILY HOUSING FUTURE STREET LEGEND MAJOR CONTORS MINOR CONTORS STORMWATER LINE WATER LINE ELECTRIC BOX WATER STRUCTURE SIGN LIGHT POLE STORM DRAIN CATCH BASIN SANITARY LINE GAS LINE FIRE HYDRANT EXISTING CURB & GUTTER PROPERTY BOUNDARY GENERAL SURVEY NOTES: 1. SURVEY PROVIDED BY LEI ENGINEERING & SURVEY OF OREGON. NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD DISCREPANCIES THAT AFFECT WORK. 2. CONTRACTOR TO LOCATE AND PROTECT ALL UTILITIES PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO CONFIRM AND LOCATE EXISTING UNDERGROUND ELECTRICAL, STORM PIPE AND ALL OTHER UTILITIES WITHIN PROJECT AREA WITH CITY. 4. CONTRACTOR TO SUBMIT CONSTRUCTION SITE MANAGEMENT PLAN FOR REVIEW AND APPROVAL THAT INCLUDES THE FOLLOWING: A. EROSION CONTROL AND PREVENTION MEASURES FOR RUNOFF FROM STOCK PILED SOIL AND INTO SOUTH EAST STORMWATER FACILITY. B. DISPOSAL LOCATIONS AND METHODS OF CONTAINMENT FOR WASTE, DEBRIS, STOCKPILES AND CONCRETE WASH. Revisions Date: Checked By: Drawn By: LA-0 0 5 10 20 40 80 Existing Conditions Plan SCALE: 1"=20'-0" NORTH DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: # Insert Text Date # Insert Text # Insert Text # LS DJD 04/17/2025 Bid Documents www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park ---PAGE BREAK--- LEGEND LITTER RECEPTACLE OWNER PROVIDED/ CONTRACTOR INSTALLED BENCH OWNER PROVIDED/ CONTRACTOR INSTALLED PLANT BEDS L BIKE RACKS OWNER PROVIDED/ CONTRACTOR INSTALLED DECIDUOUS TREE PICNIC TABLES OWNER PROVIDED/ CONTRACTOR INSTALLED DRINKING FOUNTAIN OWNER PROVIDED/ CONTRACTOR INSTALLED IRRIGATED LAWN SEE SPECIFICATIONS PLAY SURFACING SEE SPECIFICATIONS AREA DRAINS SEE GRADING PLAN & DETAIL 10 / LA-4 PROPERTY LINE BARK MULCH PATHWAY SEE SPECIFICATIONS 4" CONCRETE SIDEWALK ASPHALT SIDEWALK MULCH CIRCLE SEE SPECIFICATIONS & DETAILS FENCE BY OTHERS CONIFEROUS TREES MULCH CIRCLE SEE SPECIFICATIONS & DETAILS 6" CONCRETE SIDEWALK SEE SPECIFICATIONS & DETAILS BASKETBALL HOOPS OWNER PROVIDED/ CONTRACTOR INSTALLED SEE SPECIFICATIONS AD SEE SPECIFICATIONS 1. SEE LA-0 FOR EXISTING CONDITIONS AND UTILITY INFORMATION. 2. SEE LA-2 FOR LAYOUT & UTILITIES PLAN 3. SEE LA-3 FOR GRADING & DRAINAGE PLAN 4. SEE LA-4 & LA-5 FOR SITE & CIVIL DETAILS 5. SEE LA-6 FOR PLANTING PLAN AND PLANTING SCHEDULES. 6. SEE LA-7 FOR IRRIGATION PLAN AND DETAILS. 7. SEE LA-8 FOR IRIS STREET FRONTAGE - ALTERNATE #4 8. SEE SPECIFICATIONS FOR SITE, PLANTING, IRRIGATION AND LANDSCAPE PRODUCT INFORMATION. 9. NOTIFY LANDSCAPE ARCHITECT UPON DISCOVERY OF ANY DISCREPANCIES IN DIMENSIONS, LOCATIONS OR OTHER CONDITIONS. 10. CONTRACTOR SHALL STAKE OR PAINT LAYOUT OF ALL WALKS AND PAVED AREAS TO BE APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. SITE PLAN NOTES: V V V I R I S S T R E E T S P R I N G B L V D L L L L L 12" MOW EDGE TYP. WITH JOINTS FOUR SQUARE 8' ASPHALT SIDEWALK 10' ASPHALT SIDEWALK BASKETBALL COURT OPEN LAWN 5' BARK MULCH PATHWAY FUTURE PARK SIGN (NIC) BOLLARDS.SEE SPECIFICATIONS PLAY AREA 4 LA-4 PLAY AREA EQUIPMENT OWNER SUPPLIED, CONTRACTOR INSTALLED. SEE ENLARGEMENT. DRIVEWAY APPROACH SEE DETAIL 4150-1 / LA-5 THICKENED EDGE AT PLAY AREA 7 LA-4 SEATWALLS TYP. 1 LA-4 2' MULCH MOW EDGE LA-4 3 LA-4 3 CONCRETE PAD TYP. THICKENED EDGE AT BASKETBALL COURT 8 LA-4 BOLLARDS SEE SPECIFICATIONS FUTURE VEHICULAR ACCESS BY OTHERS VEHICULAR ACCESS LA-4 6 VEHICULAR LOADED CONCRETE - 6" DRAINAGE AREA, SEE LA-3 FOR DETAILS EDGING. SEE SPECIFICATIONS EDGING. SEE SPECIFICATIONS CONCRETE SIDEWALK DETAIL 6 /LA-4 BARK MULCH PATHWAY 5 LA-4 28' X 20' SHELTER. OWNER PROVIDED/ CONTRACTOR INSTALLED SEE SPECIFICATIONS BERM, SEE GRADING PLAN LA-3 FOR DETAILS BERM, SEE GRADING PLAN LA-3 FOR DETAILS HOPSCOTCH STRIP AD AD SOAKAGE TRENCH TYPICAL CROSS SECTION 9 LA-4 PROPOSED FENCE 4' HT BY OTHERS PROPOSED FENCE 6' HT BY OTHERS BASKETBALL HOOP AREA DRAIN TYP. 10 LA-4 DRAINAGE AREA, SEE LA-3 FOR DETAILS COURT STRIPING FUTURE STORMWATER OUTLET. BY OTHERS EXISTING STORMWATER OUTLET LA-4 6 VEHICULAR LOADED CONCRETE - 6" AD COURT JOINTING LA-4 6 SEE TABLE BELOW FOR PLAY EQUIPMENT FOOTINGS PLAY SURFACING SEE DETAIL 13 &14 / LA-4 PLAY EQUIPMENT FOOTINGS TABLE DIAMETER/SIDE TYPE DEPTH* QTY. THIS DRAWING CANNOT BE ALTERED IN ANY WAY. IF CHANGES ARE REQUIRED PLEASE CONTACT YOUR GAMETIME REPRESENTATIVE @ 1-[PHONE REDACTED]. NOTE: PLAY EQUIPMENT AND SHELTER MANUFACTURED BY GAMETIME INC. (CONTACT MARTHA RAINEY [PHONE REDACTED]). SEE SPECIFICATIONS FOR PLAY EQUIPMENT PRODUCTS AND INSTALLATION REQUIREMENTS. Revisions Date: Checked By: Drawn By: LA-1 0 5 10 20 40 80 Site Plan SCALE: 1"=20'-0" NORTH DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: Insert Text # Insert Text # Insert Text # LS DJD 04/17/2025 Bid Drawings www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park Play Area Scale 1"=10' NORTH Enlargement # Insert Text ---PAGE BREAK--- POINT OF BEGINNING RADIUS DIMENSION POB 54' 5" N 20' 4" W 0,0 COORDINATES LAYOUT LEGEND R18' PLANT BEDS PROPERTY LINE AREA DRAINS SEE DETAIL 10 / LA-4 PROPOSED WATER LINE 1. CONTRACTOR WILL BE PROVIDED WITH AUTOCAD FILES FOR LAYOUT PURPOSES. 2. NOTIFY LANDSCAPE ARCHITECT UPON DISCOVERY OF ANY DISCREPANCIES IN DIMENSIONS, LOCATIONS, GRADES OR OTHER CONDITIONS. 3. SEE SHEET LA-0 FOR EXISTING CONDITIONS & LA-1 FOR SITE PLAN. REFER TO SITE PLAN FOR CONCRETE JOINTING. SEE LA-3 FOR GRADING & DRAINAGE. 4. CONTRACTOR SHALL STAKE OR PAINT LAYOUT OF ALL WALKS AND PAVED AREAS TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION. LAYOUT NOTES: V V V I R I S S T R E E T S P R I N G B BERM FUTURE STORMWATER OUTLET P.O.B 4' 11" S 85' 0" W 7' 11" N 96' 1" W R107'-9" 19' 2" N 153' 1" W 37' 9" N 201' 3" W 7' 6" S 365' 3" W R25'-2" 29'-1" R20'-4" 6' 6" N 109' 0" W 58' 4" N 224' 9" W R27'-1" 7' 1" N 396' 1" W R30'-10" R85'-2" 39' 11" N 239' 2" W 84' 10" N 382' 2" W 233' 1" N 142' 4" W 226' 6" N 311' 1" W 239' 11" N 278' 8" W 266' 6" N 257' 8" W 282' 11" N 226' 8" W R36'-5" 286' 1" N 158' 5" W R45'-4" R91'-4" 25'-7" R66'-9" R63'-1" 361' 7" N 223' 7" W 361' 6" N 155' 5" W R39'-10" 413' 2" N 233' 7" W 429' 1" N 192' 7" W R73' 29'-6" 8'-8" 442' 9" N 211' 6" W 11'-10" 12' 196' 10" N 192' 5" W 209' 5" N 172' 7" W R77' 239' 10" N 141' 9" W PLAY AREA 175' 3" N 213'-1" W 13' 6'-2" 440' 6" N 222' 7 " W R5' R5' 140' 9" N 265'-6" W 63' 7" N 176' 7" W 123' 6" N 126' 9" W 9' 5" S 104' 10" W 241' 10" N 208'-5" W 0.0 20'-11" 86' 7" N 282' 11" W 11'-7" 184' 0" N 251' 7" W 293' 3" N 201' 5" W 18'-6" 166' 0" N 378' 11" W 161' 7" N 174' 8" W R38'-1" 440' 4" N 260' 8" W 309' 1" N 201' 2" W R11' 183' 3" N 238' 0" W R2'-5" 46' 3" N 349' 3" W 48' 11" N 305' 1" W 215' 7" N 189' 5" W 367' 1" N 198' 3" W R6' R3' R6' 8' R91'-4" BERM 266' 2" N 189' 6" W R27'-5" 305' 9" N 139' 2" W 10' 10' 375' 3" N 280' 6" W R40' 278' 11" N 313' 11" W R12'-2" 8' R41' 80' 48' 42' 74' 127' 2" N 332' 1" W 34' 3" N 331' 8" W 9' 7" N 215' 7" W R3' 5' R6' R3' 111' 8" N 205' 5" W 30' 8" N 220' 4" W 83' 6" N 14' 7" W 17' 1" S 421' 6" W 124' 10" N 114' 1" W 10' R120'-4" 10' 8' 10' 7' 6' 4'-6" 10' R116'-8" SEE ENLARGEMENT AND NOTES FOR WATER UTILITY CONNECTIONS 200 201 202 203 6' SEE SITE PLAN FOR BASKETBALL COURT STRIPING AND JOINTING SHELTER 30' 9" N 182' 7" W EDGE OF LAWN AND BARK MULCH PATH 0' 0" N 8' 0" W 9" N 326' 7" W 8' 8" N 298' 7" W 79' 7" N 5' 4" W 6' 455' 4" N 210' 11" W 460' 4" N 232' 1" W 344 9" N 143' 0" W EXISTING STORMWATER OUTLET 32' 8" N 18' 2" W 276' 4" N 99' 1" W 298' 8" N 112' 8" W L 40'-5" R21' R21' R21' R71' 41'-3" 275' 5" N 152' 3" W 257' 7" N 259' 9" W 288' 9" N 243'-7" W 239' 3" N 249'-5" W 11'-10" 215' 7" N 189' 5" W R69' 170' 0" N 164' 4" W 277' 8" N 223'-9" W WATER UTILITIES NOTES WATER METER TO BE INSTALLED BY CITY. CONTRACTOR TO CONNECT TO CITY WATER METER. INSTALL NEW 3 4" WATER PIPE. TRENCH PER DETAILS 3800-1 & 2800-2 /LA-5 INSTALL DRINKING FOUNTAIN. CONNECT NEW 3 4" WATER PIPE TO DRINKING FOUNTAIN PER MANUFACTURERS RECOMMENDATIONS. SEE SPECIFICATIONS. CONSTRUCT SOAKAGE TRENCH AND INSTALL 3" Ø PERFORATED DRAIN PIPE @ 0% SLOPE. LENGTH = 15LF, PER DETAIL 9/LA-4. NOTE: ALL WORK BEYOND WATER METER IS BY CONTRACTOR. 202 201 200 203 Revisions Date: Checked By: Drawn By: LA-2 0 5 10 20 40 80 Layout & Utilities Plan SCALE: 1"=20'-0" NORTH DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: Insert Text # Insert Text # Insert Text # LS DJD 04/17/2025 Bid Drawings www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park Play Area Layout Water Utilities Layout ENLARGEMENT ENLARGEMENT Insert Text # ---PAGE BREAK--- V V V V V EX TFC: 194.63' EX TFC: 194.40' EX TFC: 195.28' EX TFC: 195.56' EX TFC: 196.01' EX TFC: 196.41' EX TFC: 196.83' EX TFC: 197.32' EX TFC: 197.63' EX TFC: 198.02' EX TFC: 198.37' EX TFC: 198.91' EX TFC: 199.34' EX TFC: 199.57' EX TFC: 199.51' EX TFC: 194.70' 196.00 195.00 195.00 194.00 197.00 198.00 199.00 198.00 I R I S S T R E E T S P R I N G B L 195 195 196 196 196 198 197 199 195 195 196 196 196 196 196 196 195 195 195 195 194 194 196 196 196 195 195 197 197 197 197 197 198 198 198 198 198 198 198 199 199 199 199 199 198 198 198 197 197 197 197 197 197 198 198 199 199 197 200 200 200 199.65 TFC (194.30)* 195.00 199.63 199.29 198.76 198.31 197.12 196.70 195.85 195.56 194.92 194.37 195.06 HP199.82 0.02 0.013 194.84 0.02 199.65 0.015 0.018 0.024 196.78 197.04 195.55 195.15 195.15 195.15 195.15 195.15 195.40 195.45 195.55 195.15 195.30 195.30 195.30 195.30 195.29 196.38 195.40 195.70 195.70 HP 195.90 195.75 195.90 195.90 0.02 195.55 0.019 0.019 0.012 0.018 195.00 0.015 195.00 198.47 198.52 198.00 HP 199.50 196.95 196.95 197.75 197.93 R PP PP 196.88 196.80 196.80 196.90 197.00 197.00 196.83 197.00 197.45 197.00 194.79 194.58 194.64 196.70 CONTINUOUS 0.015 HP 198.50 0.015 198.18 197.95 HP 200.00 195.00 195.15 195.28 195.21 R R R R R 196.35 196.50 197.63 197.27 196.30 196.40 0.02 R HP 199.50 198.10 198.20 R R HP 200.50 195.12 RIM 193.30 IE IN 190.53 IE OUT 190.43 RIM 194.00 INV 191.70 198.41 198.47 198.55 198.49 199.10 199.53 199.22 196.83 196.91 196.91 196.83 DP 6" 3034 DP @ 1% 6" 3034 DP 0.04 195.70 195.60 R R 196.70 CONTINUOUS 196.70 TW 198.20 R R AD AD BERM BERM 195.46 INVERT ELEVATION 195.54 DP 195.80 195.80 196.38 194.79 TW 198.20 PERF PIPE. SEE DETAIL 2 / LA-4 AREA DRAIN TYP. SEE DETAIL 10 / LA-4 SOAKAGE TRENCH SEE DETAIL 9 / LA-4 195.15 195.30 195.30 195.14 0.015 TYP. 0.015 TYP. DP DP TO EXISTING INLET OR MH AT LOCATION OF PREVIOUS INLET IF FUTURE CULVERT IS CONSTRUCTED 3.3% EXISTING CULVERT RIM: 194.66' 24" (IE SW) = 188.24' 12" (IE NW) = 189.04' 36" (IE OUT)= 188.04' RIM 193.00 IE OUT E) 188.35 IE IN NW) 188.45 IE IN (6"W) 188.43 R CLEAN OUT IE 193.7 AD 6" 3034 DP @ 2.38% DOWNSPOUT LOCATIONS 8" DP 6" DP DP CURB RAMP. SEE DETAIL 4150-1 6" DP 1. SEE LA-0 FOR EXISTING CONDITIONS 2. SEE LA-1 FOR SITE PLAN 2. SEE LA-2 FOR LAYOUT & UTILITY PLAN 3. SEE LA-4 FOR SITE DETAILS. 4. SEE LA-5 FOR CIVIL SITE DETAILS 5. SEE LA-6 FOR PLANTING PLAN AND PLANTING SCHEDULES. 6. SEE LA-7 FOR IRRIGATION PLAN AND DETAILS. 7. SEE LA-8 FOR IRIS STREET FRONTAGE - ALTERNATE #4 GENERAL DRAWING NOTES: PROPOSED SPOT GRADE 415 415.00 TFC HP RIM BOT RIM FG AD GRADING LEGEND 415.68 PROPOSED DIRECTION OF SURFACE FLOW ARROW WITH GRADIENT 0.077 PROPOSED CONTOUR LINE AND ELEVATION EXISTING CONTOUR LINE AND ELEVATION TOP FACE OF CURB HIGH POINT RIM BOTTOM OF RIM FINISHED GRADE R RIDGE LINE DRAIN PIPE PERF PIPE PP RIM 415.68 INV 415.40 AREA DRAIN (415.68)* INTERPOLATED EXISTING SPOT GRADE TO REMAIN. VERIFY IN FIELD. DP PROPOSED SPOT GRADE BY ADJACENT DEVELOPER. 196.15' EX TFC: 194.63' EXISTING SPOT GRADE. SEE DETAIL 10 / LA-4 GRADING NOTES 1. EXISTING GRADE INFORMATION HAS BEEN DERIVED FROM PROJECT SURVEY BY LEI ENGINEERING & SURVEY OF OREGON. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS OF EXISTING GRADES TO REMAIN PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES TO PLAN. 2. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ESTABLISH ADEQUATE GRADING INFORMATION FOR PROPOSED WORK TO ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE FEATURES. PROPOSED SPOT GRADES ARE INTERPOLATED FROM EXISTING GRADES. PROPOSED GRADES INDICATE INTENT. CONTRACTOR SHALL VERIFY ELEVATIONS AND MAKE ADJUSTMENTS AS REQUIRED TO MEET FIELD CONDITIONS AND TO PROVIDE POSITIVE SURFACE DRAINAGE. FIELD MODIFICATIONS MAY BE REQUIRED TO INSURE POSITIVE DRAINAGE. 3. GRADE FOR EVEN SLOPE BETWEEN PROPOSED SPOT GRADES UNLESS INDICATED OTHERWISE. 4. CROSS PITCH FOR CONCRETE AND ASPHALT SURFACES SHALL NOT EXCEED 2% SLOPE. LONGITUDINAL SLOPES SHALL NOT EXCEED 5% SLOPE. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PEDESTRIAN SURFACES ARE ADA COMPLIANT. NOTIFY LANDSCAPE ARCHITECTS OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5. ALL PROPOSED FINISHED LANDSCAPE GRADES INDICATED ON PLAN INCLUDE PLACEMENT OF 6" MINIMUM OF IMPORTED TOPSOIL. SEE SPECIFICATIONS FOR REQUIRED DEPTHS. FILL NOTES 1. BASE BID ASSUMES THAT FILL MATERIAL WILL BE PROVIDED BY OTHERS AS NEEDED TO MEET GRADING PLAN DOCUMENTATION . 2. SEE ALTERNATE #3 FOR CONTRACTOR PROVIDED FILL NEEDED TO MEET GRADING PLAN DOCUMENTATION Revisions Date: Checked By: Drawn By: LA-3 0 5 10 20 40 80 Grading & Drainage Plan SCALE: 1"=20'-0" NORTH DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: Insert Text # Insert Text # Insert Text # LS DJD 04/17/2025 Bid Documents www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park Insert Text # ---PAGE BREAK--- 12 36 1" #4 LONGITUDINAL REBAR CONTINUOUS HORIZONTAL REVEAL #4 TRANSVERSE BARS AT 24" o.c. 1'-6" 4" 4" APPROX 1'-6" SEE LA-3 2'-6" 2'-0" 1 1/2" SECTION SCALE: 3/4" = 1'-0" 1 LA-4 CONCRETE SEATWALL 8" UNDISTURBED NATIVE OR SUITABLE SUBGRADE #4 REBAR HORIZ. WALL BAR AT 12" o.c., TYP. EA. FACE OF WALL #4 REBAR DOWEL @ 24" o.c. , TYP. COMPACTED CRUSHED ROCK BASE ADJACENT PAVEMENT. SEE DETAIL 4150-8 / LA-4 ADJACENT PLAY AREA 1" RADIUS BULLNOSE (BOTH SIDES). SEE SPECIFICATIONS FOR SKATE STOP DETAILS & MANUFACTURER FOR INSTALLATION INSTRUCTIONS. TROWEL FINISH AT TOP 316 STAINLESS STEEL INSERT. USE LOCKING PIN OPTION FOR GROUT JOINT INSTALLATIONS. SPACING 12-24" FROM CORNER TO FIRST/LAST PIECE AND APPROX 30-48" ON CENTER FOR SYMMETRY. SKATE STOPS ONLY LOCATED ADJACENT TO CONCRETE SIDEWALK S SKATE STOP INSERT N.T.S. LOCATION FOR OPTIONAL LOCKING PIN S 2" CLR, TYP. NOTE: EXPOSED SURFACE OF WALL TO BE ACID ETCHED FOR A SAND FINISH PERF PIPE IN PLAY AREA SECTION SCALE: 3/4" = 1'-0" 2 LA-4 FILTER FABRIC 4" PERF-PIPE CONNECTED TO STORM DRAIN. SEE GRADING DRAWING FOR LOCATION AND INVERT ELEVATION. 1. PLAYGROUND TURF TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 2. TO BE INSTALLED BY MANUFACTURER-CERTIFIED INSTALLER. 3. INSTALLER TO PROVIDE ALL ADHESIVE AND FASTENER NECESSARY TO WARRANTY THE SAFETY AND LONGEVITY OF THE SURFACE. NOTE: 1'-0" SUB-GRADE COMPACTED AGGREGATE. SEE DETAIL 13 TURF. SEE DETAIL 13 SBR CUSHION LAYER SEE DETAIL 14 / LA-4 FOR FALL HEIGHT REQUIREMENTS DRAIN ROCK SURROUND AT PERF-PIPE. ADJACENT GRADE #4 REBAR CONTINUOUS SUBGRADE CONCRETE PAVING EDGE MOW EDGE AT PLANT BED SECTION SCALE: 3/4" = 1'-0" 4" CRUSHED ROCK BASE CONCRETE SIDEWALK. SEE DETAIL 4150/8 / LA-5 6" 12" 10" 4 LA-4 SCALE: 3/4" = 1'-0" SECTION THICKENED CONCRETE EDGE AT PLAY AREA 7 LA-4 12" PLAY AREA SURFACING. SEE DETAILS 14 AND SPECIFICATIONS FOR PLAY AREA MATERIALS AND INSTALLATION. CONCRETE PAVING WITH THICKENED EDGE AROUND ENTIRE PLAY AREA FILTER FABRIC 4" 2" 9" SEE DETAIL 13 FOR NAILER BOARD DEPTH AS PER PLAN 3" DEPTH A.C. PAVING 6" MINIMUM DEPTH 3/4"-0" CRUSHED ROCK BASE COMPACTED TO 95% MIN. OF ASTM D698 TOPSOIL EXISTING SUBGRADE S S FILTER FABRIC ASPHALT PATH SECTION SCALE: 3/4" = 1'-0" 3 LA-4 3" CRUSHED ROCK BASE COMPACTED SUBGRADE 4" REINFORCED CONCRETE PAVING. #4 REBAR 4' EACH WAY AT MIDPOINT TOOLED JOINTS WHERE SHOWN ON PLAN 4" 8 SCALE: NTS SECTION LA-4 REINFORCED CONCRETE BASKETBALL COURT 12" 2" #4 REBAR SEE DETAIL 7 /LA-4 6 6" NTS SECTION 6" TOOLED JOINTS WHERE SHOWN ON PLAN COMPACTED SUBGRADE CONCRETE PAVING CONCRETE SIDEWALK WITH BROOM FINISH LA-4 3/4" MINUS CRUSHED ROCK, COMPACTED AT 95% RELATIVE COMPACTION MODIFIED PROCTOR AT VEHICULAR LOADED AREAS 4" 4" TYPICAL PAVING 5 SCALE: 3/4" = 1'-0" SECTION BARK MULCH PATHWAY LA-4 4" BARK MULCH. SEE SPECIFICATIONS COMPACTED SUBGRADE FILTER FABRIC (TURN UP AT EDGE 2" MIN.) EDGING. SEE SPECIFICATIONS 4" PERFORATED PIPE TO CENTER OF TRENCH GROWING MEDIUM AS PER LANDSCAPE SPECIFICATIONS S S SCALE: 3/4" = 1'-0" SECTION SOAKAGE TRENCH TYPICAL CROSS SECTION 9 LA-4 6" MIN 12" MIN GEOTEXTILE WRAPPED AROUND PERFORATED PIPE AND ENTIRE TRENCH OVERLAP 12" AT ALL EDGES. 3' DRAIN ROCK NOTES: CONTRACTOR TO ENSURE SOAKAGE TRENCH INSTALLATION MEETS CITY OF WOODBURN STORMWATER DESIGN REQUIREMENTS AREA DRAIN 4" MIN BASE TO ALIGN WITH INVERTS RIM / FINISHED GRADE SHIM OR GROUT AS NECESSARY CORE DRILL AND GROUT SAND COLLAR CONNECTIONS COMPACTED BASE ROCK 12" RCP CUT TO LENGTH AS REQUIRED SECTION SCALE: 3/4" = 1'-0" 10 LA-4 AREA DRAIN 4" 4" 4" 1' CONCRETE COLLAR AROUND RIM @ SLOPE TO DRAIN 12" 12" min CRUSHED ROCK BASE CONCRETE PAVING CONCRETE FOOTING EXISTING SUBGRADE 48" min OVER FOOTING SCALE: 1/2" = 1'-0" 11 LA-4 SECTION BASKETBALL STANDARD FOOTING ALL BASKETBALL SYSTEM COMPONENTS, INCLUDING FOOTINGS, ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND DRAWINGS. ENGINEERED DRAWINGS FROM THE MANUFACTURER ARE TO BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION. POST SLEEVE (AS REQUIRED AND COORDINATED WITH CITY) 39" BASKETBALL POST (SEE SPECIFICATIONS) ALTERNATE ACCESSIBLE RAMP AT PLAY AREA SECTION 4" 12" DOWEL RAMP TO ADJACENT PAVING CONCRETE PAVING CRUSHED ROCK BASE ADJACENT PAVING / WALK 8' RAMP INTO PLAY AREA SURFACING 7.5% MAX. SLOPE 4" EXISTING SUBGRADE GEOTEXTILE FABRIC ACCESSIBLE CONCRETE RAMP INTO PLAY AREA SCALE: 3/4" = 1'-0" 18 LA.4 DRAIN ROCK SLOPE SUBGRADE TO PERF PIPE 1-1/2" BULLNOSE WOODCHIP PLAY SURFACING. SEE SPECIFICATIONS FOR PLAY AREA MATERIALS AND INSTALLATION. 12" 14" PLAY SURFACING 1" 12" CONCRETE PAVING WITH THICKENED EDGE S S GEOTEXTILE FABRIC PLAY AREA FILTER FABRIC SCALE: 3/4" = 1'-0" SECTION ALTERNATE PLAYGROUND SURFACING DETAIL 4" PERF PIPE. SEE LA-3 FOR LOCATION 4" MIN CRUSHED ROCK BASE - SEE DETAIL 4150-8 17 LA.4 12 6" SCALE: 3/4" = 1'-0" SECTION 3/4"-0" CRUSHED ROCK BASE 3" COMPACTED SUBGRADE ALTERNATE ASPHALT BASKETBALL COURT LA-4 A.C. PAVING COLOR COATING. SEE SPECIFICATION & DETAIL 15/LA-4 15 N.T.S PLAN ALTERNATE BASKETBALL COURT STRIPING AND COLOR FOR ASPHALT COURT LA-4 COLOR COATING: DARK GREEN COLOR COATING: BLUE TYP. STRIPPING. 2" MIN LINE WIDTH - TYP COLOR COATING: DARK GREEN ALTERNATE #2 ACCESSIBLE PLAY AREA RAMP SEE DETAIL 14/ LA-4 16 N.T.S PLAN ALTERNATE PLAYGROUND SURFACING & ADA RAMP LA-4 ALTERNATE #2 WOODCHIP PLAY SURFACING SEE DETAIL13/ LA-4 Revisions Date: Checked By: Drawn By: LA-4 Site Details DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: Insert Text # Insert Text # Insert Text # LS DJD 04/17/2025 Bid Documents www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park Insert Text # ---PAGE BREAK--- Revisions Date: Checked By: Drawn By: LA-5 Civil Site Details DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: # Insert Text Date # Insert Text # Insert Text # LS DJD 04/17/2025 Bid Documents www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park ---PAGE BREAK--- V V V V V V I R I S S T R E E T L L L L L PLAY AREA 8 SPBG 1 EUAC 7 COSK 5 PLO 7 SPBG 10 RFG 11 PEAH 12 RFG 10 PEAH 9 EUAC 10 VID 6 PLO 3 EUAC 9 COSK 6 AUC 3 EUAC 2 ACM 3 ACM 3 ZSVG 6 COSK 6 COSK 10 NAK 12 NAK 1 QG 6 PLO 8 MC 9 AUC 9 MC 9 AUC 9 AUC 6 EUAC 10 VID 9 PLO 13 PEAH 11 RFG 3 EUAC 6 VID 9 PEAH 11 RFG 11 NAK 11 NAK 9 MC 9 AUC 8 SPBG 5 SPBG 1 ZSVG 9 EUAC 10 RFG 10 NAK 9 RFG 9 NAK 10 EUAC 9 PLO 9 VIT 9 EUAC 9 PLO 9 VIT 9 EUAC 9 PLO 3 EUAC 1 ZSVG 1 QG 1 ACM 1 COE 2 CECF 3 COE 1 QG 1 CECF 1 CECF 3 COE 7 PEAH 3 PIPO 1 PIPO 5 EUAC 177 CAO 1 ACRR 1 ACRR 3 ACRR 1 ACRR 3 PIPO 1 PIPO 1 QG 3 PIPO 1 ACM 2 ZSVG 1 ACM 1 CECF 1 CECF 3 PIPO 3 ZSGV 2 CABF 1 ACRR 3 CABF 1 ZSVG 1 ZSVG 2 ACRR 1 COE 1 COE 1 COE 2 ACRR 1 ALR 2 ALR LAWN CONIFEROUS TREES SHRUBS PLANTING LEGEND GROUNDCOVERS DECIDUOUS TREES WITH MULCH CIRCLE WITH MULCH CIRCLE BARK MULCH PATHWAY GENERAL DRAWING NOTES: 1. SEE LA-1 FOR SITE PLAN 2. SEE SHEET LA-2 FOR LAYOUT & UTILITIES PLAN. 3. SEE SHEET LA-3 FOR GRADING & DRAINAGE PLAN 4. SEE SHEET LA-4 & LA-5 FOR SITE & CIVIL DETAILS 5. SEE SHEET LA-7 FOR IRRIGATION PLAN & DETAILS 6. SEE SPECIFICATIONS FOR SITE, PLANTING, IRRIGATION AND LANDSCAPE PRODUCT INFORMATION. SLOPE TO GRADE TYPICAL TREE PLANTING TREE IN PLANT BED STABILITY NEEDED LA-6 1 SECTION 6' MIN. - SHADE 5' MIN. - ORNAMENTAL/CONIFER AS 4" MIN. 24" FOR EACH ORNAMENTAL/CONIFER TREE EACH SHADE TREE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) GUY WIRE OF ROOT BALL LAWNS (SIZE AS SPECIFIED) SUB GRADE PLANTING SOIL MULCH AS SPECIFIED CLEAR AT TRUNK) REMOVE BURLAP FROM TOP 1/3 MULCH RING WITH SPADED EDGE AT STAKES AS SPECIFIED - EVENLY SPACED TREE IN LAWN 4' SCALE: 1/2" = 1'-0" MARK NORTH SIDE OF TREE AT MARK NORTH WHEN PLANTING. NURSERY. ROTATE TREE TO FACE NOTE TYPICAL SHRUB PLANTING LA-6 2 SECTION SCALE: 1/2" = 1'-0" 2 x ROOTBALL DIAMETER - MIN. 6" 3" 1'-6" SEE PLANT LIST OR NURSERY STANDARDS FOR HEIGHT SCARIFIED SUB-GRADE REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) MULCH AS SPECIFIED CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS SCALE: 1" = 1'-0" LA-6 SECTION PLANT BED EDGE AT LAWNS 5 (SEE SPECIFICATIONS ADJACENT LAWN 3" MULCH TAPERS PLANTING SOIL FOR DEPTH) TO 2" AT LAWNS SPADED EDGE (CUT CLEAN ANGLE TO LOCK MULCH IN PLACE AT LAWNS) NOTE: THIS DETAIL IS TYPICAL WHERE LAWN MEETS PLANT BEDS, AND MULCH RINGS AT TREES. CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TREES ACM 8 Acer Big Leaf Maple 2" cal. Matching, limbed up to approx. 6 ft. ACRR 11 Acer rubrum `Red Sunset` Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. ALR 3 Alnus rubra Red Alder 2" cal. Matching, full. CABF 5 Carpinus betulus 'Fastigiata' Pyramindal European Hornbeam 2" cal. Matching, limbed up to approx. 6 ft. CECF 6 Cercis canadensis `Forest Pansy` Forest Pansy Redbud 6` ht. Single stem, B&B, matching, full COE 10 Cornus kousa `Eddie`s White Wonder` White Wonder Dogwood 1.5" cal. Single stem, B&B, matching, full PIPO 14 Pinus ponderosa Ponderosa Pine 6` ht. Matching, full, B&B QG 4 Quercus garryana Oregon White Oak 1.5" cal. Single stem, full, well branched ZSGV 3 Zelkova serrata `Green Vase` Green Vase Zelkova 2" cal. Matching, limbed up to approx. 6 ft. ZSVG 9 Zelkova serrata `Village Green` Sawleaf Zelkova 2" cal. Matching, limbed up to approx. 6 ft. SHRUBS AUC 42 Arbutus unedo `Compacta` Dwarf Strawberry Tree 5 gal Matching, full COSK 28 Cornus sericea `Kelseyi` Dwarf Redtwig Dogwood 2 gal Matching, full EUAC 70 Euonymus alatus `Compactus` Compact Burning Bush 3 gal Matching, full MC 26 Myrica californica Pacific Wax 5 gal Matching, full PLO 53 Prunus laurocerasus `Otto Luyken` Otto Luyken English Laurel 3 gal Matching, full SPBG 28 Spiraea x bumalda `Goldmound` Gold Mound Spirea 3 gal Matching, full VID 26 Viburnum davidii David Viburnum 3 gal Matching, full VIT 18 Viburnum tinus `Spring Bouquet` Spring Bouquet Laurestinus 5 gal Matching, full GROUND COVERS CAO 177 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. PEAH 50 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass 2 gal Matching, full RFG 63 Rudbeckia fulgida Black-Eyed Susan 1 gal 15" o.c. BULBS NAK 63 Narcissus x `King Alfred` King Alfred Daffodil bulb 15" o.c. PLANT_SCHEDULE CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TREES ACM 8 Acer Big Leaf Maple 2" cal. Matching, limbed up to approx. 6 ft. ACRR Acer rubrum `Red Sunset` Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. ALR Alnus rubra Red Alder 2" cal. Matching, full. CABF 5 Carpinus betulus 'Fastigiata' Pyramindal European Hornbeam 2" cal. Matching, limbed up to approx. 6 ft. CECF 6 Cercis canadensis `Forest Pansy` Forest Pansy Redbud 6` ht. Single stem, B&B, matching, full COE 10 Cornus kousa `Eddie`s White Wonder` White Wonder Dogwood Single stem, B&B, matching, full PIPO 14 Pinus ponderosa Ponderosa Pine 6` ht. Matching, full, B&B QG Quercus garryana Oregon White Oak 1.5" cal. Single stem, full, well branched ZSGV 3 Zelkova serrata `Green Vase` Green Vase Zelkova 2" cal. Matching, limbed up to approx. 6 ft. ZSVG 9 Zelkova serrata `Village Green` Sawleaf Zelkova 2" cal. Matching, limbed up to approx. 6 ft. SHRUBS AUC 42 Arbutus unedo `Compacta` Dwarf Strawberry Tree 5 gal Matching, full COSK 28 Cornus sericea `Kelseyi` Dwarf Redtwig Dogwood 2 gal Matching, full EUAC 70 Euonymus alatus `Compactus` Compact Burning Bush Matching, full MC 26 Myrica californica Pacific Wax 5 gal Matching, full PLO 53 Prunus laurocerasus `Otto Luyken` Otto Luyken English Laurel Matching, full SPBG 28 Spiraea x bumalda `Goldmound` Gold Mound Spirea 3 gal Matching, full VID 26 Viburnum davidii David Viburnum 3 gal Matching, full VIT 18 Viburnum tinus `Spring Bouquet` Spring Bouquet Laurestinus Matching, full GROUND COVERS CAO 177 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. PEAH 50 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass 2 gal Matching, full RFG 63 Rudbeckia fulgida Black-Eyed Susan 1 gal 15" o.c. BULBS NAK 63 Narcissus x `King Alfred` King Alfred Daffodil bulb 15" o.c. SECTION PLANT BED EDGE AT PAVEMENT 4 LA-6 SCALE: 1/2" = 1'-0" ADJACENT PAVING FINISHED GRADE NOTE: SEE GRADING PLAN FOR PLANT BED SOIL LEVELS. PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) MULCH TAPERS TO 1" AT SIDEWALK GROUNDCOVER & LARGE BULB SPACING DIAGRAM LA-6 PLAN 3 6.5" NTS NOTE: THIS LAYOUT APPLIES WHERE RUDBECKIA FUGIDA 'GOLDSTURM' (RFG) IS UNDERPLANTED WITH NARCISSUS 'KING ALFRED' BULBS SPACED AT 6" O.C. 13" 6" 6" 6" 15" 15" 15" GROUNDCOVER TYP. BULB TYP. ADJACENT BUILDING OR EDGE OF PLANT BED TRIANGULATE BULBS AND CENTER BETWEEN RFG Revisions Date: Checked By: Drawn By: LA-6 0 5 10 20 40 80 Planting Plan SCALE: 1"=20'-0" NORTH DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: # Insert Text # Insert Text # Insert Text # LS / EHD DJD 04/17/2025 Bid Documents www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park Insert Text ---PAGE BREAK--- R V V V V V V I R I S S T R E E T M B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A R R R R R R R R R B B B B B B B A A B B A A A B B B B A A B B B A B B Y Y K K B B B B B B K B B B B B B B B B B B B B B B A A A A A A A A B B B B B B B B B B B B A A A B B B Y B B B B B B K K K A A R R 12 12 12 10 10 12 12 12 12 12 K K K B B B B B B R R K K K M M M S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S M M M M M S S S S S S S S S S S S S S S S S S S S S S S S S B B B B B K K K K K K K K K B B B B B B B B B B B B B A A A R R K K K R B K K K K K K K K K K K K R R K K K K K K K K K K K K K K K K K K K K K K K K K K K M M M M M K K K K K K K K K K K M M M M R R R R R R O O 1 19.8 1" 2 41.9 112" 3 24.7 112" 4 53.8 112" 5 9.64 1" 6 47.5 112" 7 47.1 112" 8 53.4 112" 9 47.9 112" 10 17.7 1" 11 56.0 112" 13 58.5 112" 14 23.3 112" 12 61.6 112" 2 4 2 1 1 2 4 2" WATER METER B G A B G M M M M M M B Y B B A A A A K K R R R GENERAL IRRIGATION NOTES 1. PROVIDE AND INSTALL SPECIFIED ISOLATION VALVE IMMEDIATELY UPSTREAM OF EACH AUTOMATIC CONTROL VALVE (SEE DETAILS). 2. PROVIDE AND INSTALL SPECIFIED ID TAGS AT EACH AUTOMATIC CONTROL VALVE ASSEMBLY. 3. PROVIDE AND INSTALL ONE SPARE WIRE AT AUTOMATIC CONTROL VALVE AT ENDS OF MAINLINE RUNS. 4. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REQUIRED HARDWARE (SOME NOT SHOWN ON PLAN) 2. CONVENE ON-SITE MEETING WITH LANDSCAPE ARCHITECT, IRRIGATION CONTRACTOR AND GENERAL CONTRACTOR PRIOR TO STARTING ANY IRRIGATION WORK. 3. HAND EXCAVATE WITHIN ROOT ZONE OF EXISTING VEGETATION TO REMAIN. DO NOT CUT ROOTS GREATER THAN 2" DIAMETER WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 4. HAND EXCAVATE WITHIN VICINITY OF EXISTING UTILITIES TO REMAIN. 5. CONTRACTOR TO VERIFY PLANT LOCATIONS PRIOR TO VALVE BOX INSTALLATION TO AVOID CONFLICTS. CONFLICTING HARDWARE WILL BE RELOCATED AT CONTRACTORS EXPENSE. 6. CONTRACTOR TO VERIFY SLEEVING AS SHOWN IS SUFFICIENT TO INSTALL SYSTEM INCLUDING SPARE WIRES. CONTRACTOR RESPONSIBLE FOR PROVIDING ADDITIONAL SLEEVING IF NECESSARY. 7. SLEEVING TO BE INSTALLED AT SPECIFIED DEPTH. 8. NE AND SW EXPOSURES TO BE SCHEDULED TO COMPENSATE FOR DIFFERING SOLAR EXPOSURE EFFECTS ON WATERING REQUIREMENTS. 9. SEE SPECIFICATIONS FOR IRRIGATION SYSTEM MATERIALS AND INSTALLATION REQUIREMENTS. 10. PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO VERIFY THAT AVAILABLE STATIC WATER PRESSURE IS SUFFICIENT TO OPERATE SYSTEM AS DESIGNED. 11. QUANTITIES ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES AND PROVIDING ALL PIPING AND IRRIGATION EQUIPMENT REQUIRED TO CONSTRUCT SYSTEM AS DESIGNED. 12. INSTALL HEADS PERPENDICULAR TO FINISHED GRADE ON SLOPES. 1. PROVIDE SAM HEADS AT LOW POINTS AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PROS-12 10 Series Shrub Spray, 12in. Pop-Up. Co-molded wiper seal with UV Resistant Material. 2 30 Hunter PROS-12 12 Series Shrub Spray, 12in. Pop-Up. Co-molded wiper seal with UV Resistant Material. 8 30 Hunter MP Strip PROS-06-PRS30-CV Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. LST=Ivory left strip, SST=Brown side strip, RST=Copper right strip. 109 30 Hunter MP2000 PROS-06-PRS30-CV Turf Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red 360 arc. 103 30 Hunter MP3000 PROS-06-PRS30-CV Turf Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. B=Blue adj arc 90-210, Y=Yellow adj arc 210-270, A=Gray 360 arc. 198 30 Hunter MP800SR PROS-06-PRS30-CV Rotator, 6in. pop-up with check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. ADJ=Orange and Gray ( arc 90-210), 360=Lime Green and Gray (arc 360) 51 30 Hunter MP815 PROS-06-PRS30-CV Rotator, 6in. pop-up with check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. M=Maroon and Gray adj arc 90 to 210, L=Light Blue and Gray 210 to 270 arc, O=Olive and Gray 360 arc. 41 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G-DC 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. With Accu-Sync Pressure Dial. 16 Nibco T-113 Class 125 bronze gate manual control valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1in. - 3in. 6 Zurn 950XL Double Check Valve Assembly: 1-1/2". 1 Hunter NODE-BT-100,200,400 1-Station, 2-Station and 4-Station, Bluetooth Controller, Outdoor, Battery Powered with DC Latching Solenoid Included. 7 Irrigation Lateral Line: PVC Schedule 40 8,840 l.f. Irrigation Mainline: PVC Schedule 40: 3" throughout. 1,297 l.f. Pipe Sleeve: PVC Class 200 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. 223.7 l.f. Q T H F 10 10 10 10 Q T H F 12 12 12 12 L S R LST RST SST K G R B Y A 800 A 800 F M L O Valve Number Valve Size Valve Callout # IRRIGATION_SCHEDULE M 2" Water Meter 4 2 1 QUANTITIES ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES AND PROVIDING ALL PIPING AND IRRIGATION EQUIPMENT REQUIRED TO CONSTRUCT SYSTEM AS DESIGNED. NUMBER MODEL SIZE TYPE GPM PSI PRECIP 1 Hunter ICV-G 1" Shrub Rotary 19.76 35.9 0.78 in/h 2 Hunter ICV-G 1-1/2" Turf Rotary 41.86 34.6 0.49 in/h 3 Hunter ICV-G 1-1/2" Turf Rotary 24.71 33.7 0.51 in/h 4 Hunter ICV-G 1-1/2" Turf Rotary 53.76 34.8 0.49 in/h 5 Hunter ICV-G 1" Shrub Spray 9.64 33.7 1.43 in/h 6 Hunter ICV-G 1-1/2" Turf Rotary 47.54 35.0 0.38 in/h 7 Hunter ICV-G 1-1/2" Turf Rotary 47.08 34.7 0.31 in/h 8 Hunter ICV-G 1-1/2" Turf Rotary 53.44 35.4 0.32 in/h 9 Hunter ICV-G 1-1/2" Turf Rotary 47.86 34.5 0.36 in/h 10 Hunter ICV-G 1" Turf Rotary 17.65 34.5 0.48 in/h 11 Hunter ICV-G 1-1/2" Turf Rotary 56.04 34.9 0.5 in/h 12 Hunter ICV-G 1-1/2" Turf Rotary 61.56 35.3 0.46 in/h 13 Hunter ICV-G 1-1/2" Turf Rotary 58.53 35.5 0.44 in/h 14 Hunter ICV-G 1-1/2" Shrub Rotary 23.25 34.4 0.77 in/h Unknown Nibco T-113 3" Unknown VALVE SCHEDULE SPIRAL BARB ELBOW, RAIN BIRD SBE MODEL OR APPROVED MARLEX STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL FINISH GRADE/TOP OF MULCH SPIRAL BARB ELBOW, RAIN BIRD SBE MODEL OR APPROVED SECTION LA-7 1 SCALE: 1" = 1'-0" POP-UP SPRAY OR ROTATOR SPRINKLER SWING PIPE, 15-INCH MINIMUM LENGTH: RAIN BIRD SPX FLUSH MOUNTED POP-UP SPRAY OR MP ROTATOR NOZZLE SPRINKLER SCALE: 1/2" = 1'-0" SAND BEDDING AS SPECIFIED BACKFILL TRENCH WITH SAND MINIMUM VERTICAL CLEARANCE BETWEEN CROSSING LINES. LA-6 2 SECTION IRRIGATION TRENCH AT LAWN 18" min. 3" min. COMPACTED SUBGRADE IRRIGATION MAIN LINE PIPE 4" min. 2-1/2 INCH AND LARGER PIPE: 12 INCHES 2 INCH AND SMALLER PIPE: 4 INCHES NOTE: MINIMUM HORIZONTAL CLEARANCE BETWEEN LINES: 15" min. IRRIGATION LATERAL PIPE OR TOPSOIL AS SPECIFIED 1 INCH TOPSOIL AS SPECIFIED OR TOPSOIL AS SPECIFIED 3" MIN. 18" 15" SECTION IRRIGATION SLEEVING SLEEVES WHERE SHOWN ON PLAN. - INSTALL 6" SCHEDULE 40 P.V.C. OF CURB OR WALK. IRRIGATION SLEEVES. HOLD DOWN 1" BELOW TOP @ FACE OF WALK OR CURB @ BOTH ENDS OF ALL - INSTALL 1X2 RED-TOP, WOOD, LOCATION STAKES NOTE: - EXTEND SLEEVES 4" BEYOND PAVEMENT EDGES. LA-7 3 SCALE: 1/2" = 1'-0" COMPACTED SUBGRADE IRRIGATION SLEEVE BACKFILL TRENCH WITH SAND OR TOPSOIL AS SPECIFIED STRUCTURAL FILL ADJACENT PAVING COILED HUNTER ICV WITH ACCU-SYNC PRESSURE DIAL WATER PROOF CONNECTION PVC SCH 80 NIPPLE BEDS, GREEN LIDS AT LAWNS ID TAG - CHRISTY'S ID-STD-Y1 FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: 30-INCH LINEAR LENGTH OF WIRE, VALVE BOX WITH LOCKING COVER: PVC SCH 80 ELL (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE NIBCO T-113 GATE VALVE PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL 3"-5" APPROVED FILTER FABRIC 4 SECTION LA-7 AUTOMATIC CONTROL VALVE PVC LATERAL PIPE 12-INCH SIZE, BROWN LIDS IN PLANT SCALE: 1" = 1'-0" SAND BASE AT ALL OPENINGS OR HOLES ANGLE TO SPECIFIED DEPTH INVERTED VALVE BOX SUMP WITH LID; FASTEN BOXES TOGETHER W/ SS SHEET METAL SCREWS (6 PER BOX MIN.) VALVE BOX LID SCALE: 1" = 1'-0" MINUMUM THRUST BLOCK AREA (YxW) NOTES 45 DEGREE ELL SECTION & PLAN THRUST BLOCKS PLAN 90 DEGREE ELL MINIMUM THRUST BLOCK AREAS ARE BASED ON A SOIL BEARING CAPACITY OF 3000 LBS/SF THRUST BLOCK SHALL EXTEND INTO UNDISTURBED SOIL. THRUST BLOCK SHALL BE MAG SECT. 725-CLASS C. PROVIDE THRUST BLOCK AT ALL TURNS IN MAINLINE. LA-7 5 1. 2. 3. FITTING (TYP.) 45 DEGREE ELL (VERTICAL) FITTING (TYP.) PIPE (TYP.) REBAR BENT AROUND UNDISTURBED SOIL BLOCK (TYP.) CONCRETE THRUST SECTION BLOCK THRUST BLOCK AREA AREA (YxW) THRUST TEE 4. Revisions Date: Checked By: Drawn By: LA-7 0 5 10 20 40 80 Irrigation Plan SCALE: 1"=20'-0" NORTH DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: # Insert Text Date # Insert Text # Insert Text # LS / EP DJD 04/17/2025 Bid Drawings www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park ---PAGE BREAK--- M B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A R R R R R R R R R B B A B B B K K B B B B B B K B B B B B B B B B B B A A A A A A A A B B B B B Y B B B B B B K K K A A R R 12 12 10 10 12 12 12 12 12 K K K B B B B B B R R K K K M M M S S B B B B A A R R K K K B K K M M 3 24.7 112" 4 53.8 112" 5 9.64 1" 6 47.5 112" 7 47.1 112" 8 53.4 112" 9 47.9 112" 10 17.7 1" 58.5 23.3 61.6 4 2 1 1 2 2" WATER METER B G A B G M M M M M K K S S S S S S S S S S L S S S S S S S S S S S S S S S S S M M M M M M M R S S S S S M M M M M M M M M 3 24.7 112" 15 27.7 112" I R I S S T R E E T SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PROS-12 10 Series Shrub Spray, 12in. Pop-Up. Co-molded wiper seal with UV Resistant Material. 2 30 Hunter PROS-12 12 Series Shrub Spray, 12in. Pop-Up. Co-molded wiper seal with UV Resistant Material. 8 30 Hunter MP Strip PROS-06-PRS30-CV Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. LST=Ivory left strip, SST=Brown side strip, RST=Copper right strip. 109 30 Hunter MP2000 PROS-06-PRS30-CV Turf Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red 360 arc. 103 30 Hunter MP3000 PROS-06-PRS30-CV Turf Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. B=Blue adj arc 90-210, Y=Yellow adj arc 210-270, A=Gray 360 arc. 198 30 Hunter MP800SR PROS-06-PRS30-CV Rotator, 6in. pop-up with check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. ADJ=Orange and Gray ( arc 90-210), 360=Lime Green and Gray (arc 360) 51 30 Hunter MP815 PROS-06-PRS30-CV Rotator, 6in. pop-up with check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. M=Maroon and Gray adj arc 90 to 210, L=Light Blue and Gray 210 to 270 arc, O=Olive and Gray 360 arc. 41 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G-DC 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. With Accu-Sync Pressure Dial. 16 Nibco T-113 Class 125 bronze gate manual control valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1in. - 3in. 6 Zurn 950XL Double Check Valve Assembly: 1-1/2". 1 Hunter NODE-BT-100 1-Station Bluetooth Controller, Outdoor, Battery Powered with DC Latching Solenoid Included. 7 Irrigation Lateral Line: PVC Schedule 40 8,840 l.f. Irrigation Mainline: PVC Schedule 40: 3" throughout. 1,297 l.f. Pipe Sleeve: PVC Class 200 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. 223.7 l.f. Q T H F 10 10 10 10 Q T H F 12 12 12 12 L S R LST RST SST K G R B Y A 800 A 800 F M L O Valve Number Valve Size Valve Callout # NUMBER MODEL SIZE TYPE GPM PSI PRECIP 1 Hunter ICV-G 1" Shrub Rotary 19.76 35.9 0.78 in/h 2 Hunter ICV-G 1-1/2" Turf Rotary 41.86 34.6 0.49 in/h 3 Hunter ICV-G 1-1/2" Turf Rotary 24.71 33.7 0.51 in/h 4 Hunter ICV-G 1-1/2" Turf Rotary 53.76 34.8 0.49 in/h 5 Hunter ICV-G 1" Shrub Spray 9.64 33.7 1.43 in/h 6 Hunter ICV-G 1-1/2" Turf Rotary 47.54 35.0 0.38 in/h 7 Hunter ICV-G 1-1/2" Turf Rotary 47.08 34.7 0.31 in/h 8 Hunter ICV-G 1-1/2" Turf Rotary 53.44 35.4 0.32 in/h 9 Hunter ICV-G 1-1/2" Turf Rotary 47.86 34.5 0.36 in/h 10 Hunter ICV-G 1" Turf Rotary 17.65 34.5 0.48 in/h 11 Hunter ICV-G 1-1/2" Turf Rotary 56.04 34.9 0.5 in/h 12 Hunter ICV-G 1-1/2" Turf Rotary 61.56 35.3 0.46 in/h 13 Hunter ICV-G 1-1/2" Turf Rotary 58.53 35.5 0.44 in/h 14 Hunter ICV-G 1-1/2" Shrub Rotary 23.25 34.4 0.77 in/h 15 Hunter ICV-G 1-1/2" Turf Rotary 27.66 34.50 0.66 in/h VALVEBSCHEDULE LEGEND DECIDUOUS TREE (14 TREES) IRRIGATED LAWN SEE SPECIFICATIONS 4" CONCRETE SIDEWALK MULCH CIRCLE SEE SPECIFICATIONS BARK MULCH SEE SPECIFICATIONS EX TFC: 194.63' EX TFC: 194.40' EX TFC: 195.28' EX TFC: 195.56' EX TFC: 196.01' EX TFC: 196.41' EX TFC: 196.83' EX TFC: 197.32' EX TFC: 197.63' EX TFC: 198.02' EX TFC: 198.37' EX TFC: 198.91' EX TFC: 199.34' EX TFC: 199.57' EX TFC: 199.51' EX TFC: 194.70' I R I S S T R E E T R5' 10' CONCRETE SIDEWALK SEE DETAIL 4150-8 ON LA-8 PEDESTRIAN RAMP. REFER TO DETAIL RD910 PERPENDICULAR CURB RAMP IN THE OREGON STANDARD DRAWINGS 4 ZSGV 3 CABF 4 ACRR 3 ZSGV CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TREES 4 Acer rubrum `Red Sunset` Carpinus betulus 'Fastigiata' ZSGV 7 Zelkova serrata `Green Vase` Green Vase Zelkova 2" cal. Matching, limbed up to approx. 6 ft. CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TREES ACRR Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. CABF 3 Pyramindal European Hornbeam 2" cal. Matching, limbed up to approx. 6 ft. Matching, limbed up to approx. 6 ft. Revisions Date: Checked By: Drawn By: LA-8 DLA INC. COPYRIGHT 2025 Client / Consultant City of Woodburn 270 Montgomery St, Woodburn, OR 97071 Phone: 503.982. 5222 Submission: # Insert Text Date # Insert Text # Insert Text # LS / EP DJD 04/17/2025 Bid Drawings www.DLAdesign.com P [PHONE REDACTED] F [PHONE REDACTED] 474 Willamette Street Suite 305 Eugene, Oregon 97401 Woodburn, OR Boones Crossing Park 0 5 10 20 40 80 IRIS STREET FRONTAGE SCALE: 1"=20'-0" NORTH ALTERNATE #4 SITE PLAN IRRIGATION PLAN