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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/1/20181 WILLAMALANE PARK AND RECREATION DISTRICT 250 SOUTH 32ND STREET SPRINGFIELD, OREGON 97478 OFFICE: (541) 736-4049 CONTACT: SIMON DAWS, RLA EMAIL: simond@willamalone.org BRANCH ENGINEERING, INC. CONTACT: LANE BRANCH 310 5th STREET SPRINGFIELD, OREGON 97477 OFFICE: (541) 746-0637 EMAIL: Ianeb@branchengineering.com BLUEBELLE PARK SITE IMPROVEMENTS S INGFI LD, 0 GON i BLUEBELLE WAY SPRINGFIELD, OREGON 97478 PROJECT SITE = 2.84 ACRE TOTAL AREA OF DISTURBANCE = 0.66 ACRE (28,800 s.f.) • t • THE EXISTING SITE IS A PUBLIC PARK, WITH TREES, SHRUBS, LAWN, WALKING PATHS, BENCHES, ETC. THE EXISTING SIDEWALKS WILL BE REPLACED AND A NEW PLAYGROUND WILL BE CONSTRUCTED ON SITE. ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPES ARE OXLEY—URBAN LAND COMPLEX (NRCS SOIL #101) AND SALEM—URBAN LAND COMPLEX (NRCS SOIL #119). AMM14AWN VICINITY MAP This document and the information contained herein may not be copied or reproduced without express C0.00 COVER SHEET 1 EXISTING CONDITIONS 02.00 SITE PLAN C2.01 SITE PLAN DETAIL AREA C2.02 SITE LAYOUT PLAN C2.50 SITE DETAILS C2.51 SITE DETAILS C3.00 UTILITY PLAN C4.00 SITE GRADING PLAN C5.00 CIVIL DETAILS L1.00 LANDSCAPE PLAN Copy X11-�s-10002Aa--qP� Wi IlamaIu.nb Park $ Rec- Picot Date Received NOW 01201 ®riginat Submittal MDS (MAIIIIJOR) SU MITTAL Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN I 6:10:1101L 1 11 This document and the information contained herein may not be copied or reproduced without express written permission of Wiffamolone Park and Recreation District. Unauthorized disclosure or construction use are prohibited by copyright law. REVISIONS P cn � CZ Q? aD Q� > a, = O OD >� CZ v 1 CU w M z Q? C W Ny O a QD > O W W C willamalane Park and Recreation District t.... Si on Daws y OREGON %xv 02/04/2015 CAPE M& DXPIRES 02.28.19 Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN I 6:10:1101L 1 11 Ct CB RIM=496.54 10' FL (SE)=493.24 10- FL (NW)=493.48 02 E-4 BLUEBELLE WAY J'q 063 cj (60' RIGHT-OF-WAY) rg-8' WW Wiff - - - - - - - - W-4-wiv - - - - --- WW A% -!--m------- - - - - - - I _k C63 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - -•- - - - - --- - - - - - - - -- - 15.00 SETBACK N89*W48V 20.OWO 20' _00i 'P. 5.00 P.U.E. 7.00 P.U.E. L--------------------- ----- - - - - - - - - - - - - - - - - ff 59 40 5.00 P.U.E DWJ% I d" X X lx L - . r. -- -- --- ------- 13 7.00 p. U. E-1 11�� - 11 600 20. SE78ACK 20.00 SETpACK 13()\JS Ce Df X x 1�p 00 *SE7MCK 04 1 500 5001b `r$N L L 1 0 GO (Os ro NX 20.00 SETBACK egg , x°00!0 C4N" ZOO P.U.E x x 00 fo 7.00 P.U.E I SWINGSE7 50o '0 7.00 P.U.F_ 700 P.U.E 1 00 OJ Ilk lq�� 7' k5 41,o, OCG 500 oo 'SA0 I 7' 10 1 .. - I I I ;1P 0) '\5 -1 q4 CK) STORM MH RIM=499.88 1" - D sPaR TAX MAP 17-02-33-33 TAX LOT 1762 WASTE WATER RIU=499.96 gg 10 FL (NE)=491.72 S .0 4 10* FL (W)=491.68 # 0. 913z 10" SD-�__, 500 15- FL (S)=492.10 !j SD SD - X SD 4) 17.00 P.U.E x---- X I /< Ix1%lb 14.00 P.U.E 14.00 P.U.E x IA* _00 P_ �UE_ 4 r 00" 11 x 4 X I I 4. x 14 U x X 7- 10; 20.00 SEMACK 'U01 x lv� ZOO P.U.E V Xlk I 1 6, 1 1 1 1", I I x \Alp 7.00 P'U.E 04 10 x 1P doP.U.EJ k ZOO P.U.E 6 x 3' A 10 'o IrO9 x 1-1 1-1 It 1 20.00 SET8ACK 7.00 P.U. --- --------- - - - - - i 4 <`L��,��Ffi ------- ------------------------------ -- ----------------- ---- 7.00 P.UE MA TCH UNE 264M 7'-Jl 'Hff I <N11 STORM MH PJM=499.32 I10- FL (SW)=494.34 . 51 ST. PL 40 11 151D S(50' RIGHT-OF-WAY) e -.I,* SC22 DATUMS (GPS DERNO) DECIDUOUS TREE EVERGREEN TREE IL TAX LOT GROUND SHOT X TOP FACE OF CURB x OCG cbOG TOP OF CONCRETE egg STORM "HOLE @ WASTE WATER MANHOLE UTILITY MANHOLE CATCH BASIN WATER METER SIGIV P.U.E PUBLIC UTILITY EASEMENT HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM EUGENE PROJECTION VERTICAL NAVD 86 (GEOID 124) 1. EASEMENTS SHOWN PER GATEWAY PARK FIRST ADDITION, LANE COUNTY PLAT RECORDS 2 THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE 3 LOCATIONS OF UNDERGROUND UTILMES SHOWN ARE BASED ON A COMBINATION "OF VISIBLE FACILMES LOCATED ABOVE GROUND AS -BUILT DRAWINGS AND UTILITY Lor,47E MARKS NO CERTIFICATION IS MADE To ACTUAL LOCATION OF UNDERGROUND UTILITIES. 4 ALL DISTANCES SHOWN ARE IN FEET. 5 CONTOUR INTERVAL = I FOOT 1� CON VVillaMNW& PaKk- 4 GRAPHIC SCALE 30 0 15 30 60 6m m mi 6mmi I IN FEET MATCH LINE 4198 GONG AN OCG U---7\ DAISY STREET�g100 C6 15- FL (N)=490.49 - - - - - - - - - - - - - - - - - - - - - - - (60RIGHT-OF-WAY) 4) 15- FL (S)=490.39 Since 1977 civil transportation structural - geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng i neering.com Springfield OR I Albany OR �D PR #52996 Digi by K Lane 201amM. Lane Branch iDWS ()O qEGON y t. 4 LANti EXPIRES. DECEMBER 31, 2019 project title: revisions: date: OCT. 31, 2018 drawn by: JLB designer: DAN project no: 16-032 sheet: �l STORM MH RIM=498.92 10" FL (NW)=491.00 10- FL (E)=490.96 5.00 P.U.E 7.00 P_U.E -- --------- ------------- 5.00 7.00 P.U.E sPaR TAX MAP 17-02-33-33 TAX LOT 1762 WASTE WATER RIU=499.96 gg 10 FL (NE)=491.72 S .0 4 10* FL (W)=491.68 # 0. 913z 10" SD-�__, 500 15- FL (S)=492.10 !j SD SD - X SD 4) 17.00 P.U.E x---- X I /< Ix1%lb 14.00 P.U.E 14.00 P.U.E x IA* _00 P_ �UE_ 4 r 00" 11 x 4 X I I 4. x 14 U x X 7- 10; 20.00 SEMACK 'U01 x lv� ZOO P.U.E V Xlk I 1 6, 1 1 1 1", I I x \Alp 7.00 P'U.E 04 10 x 1P doP.U.EJ k ZOO P.U.E 6 x 3' A 10 'o IrO9 x 1-1 1-1 It 1 20.00 SET8ACK 7.00 P.U. --- --------- - - - - - i 4 <`L��,��Ffi ------- ------------------------------ -- ----------------- ---- 7.00 P.UE MA TCH UNE 264M 7'-Jl 'Hff I <N11 STORM MH PJM=499.32 I10- FL (SW)=494.34 . 51 ST. PL 40 11 151D S(50' RIGHT-OF-WAY) e -.I,* SC22 DATUMS (GPS DERNO) DECIDUOUS TREE EVERGREEN TREE IL TAX LOT GROUND SHOT X TOP FACE OF CURB x OCG cbOG TOP OF CONCRETE egg STORM "HOLE @ WASTE WATER MANHOLE UTILITY MANHOLE CATCH BASIN WATER METER SIGIV P.U.E PUBLIC UTILITY EASEMENT HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM EUGENE PROJECTION VERTICAL NAVD 86 (GEOID 124) 1. EASEMENTS SHOWN PER GATEWAY PARK FIRST ADDITION, LANE COUNTY PLAT RECORDS 2 THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE 3 LOCATIONS OF UNDERGROUND UTILMES SHOWN ARE BASED ON A COMBINATION "OF VISIBLE FACILMES LOCATED ABOVE GROUND AS -BUILT DRAWINGS AND UTILITY Lor,47E MARKS NO CERTIFICATION IS MADE To ACTUAL LOCATION OF UNDERGROUND UTILITIES. 4 ALL DISTANCES SHOWN ARE IN FEET. 5 CONTOUR INTERVAL = I FOOT 1� CON VVillaMNW& PaKk- 4 GRAPHIC SCALE 30 0 15 30 60 6m m mi 6mmi I IN FEET MATCH LINE 4198 GONG AN OCG U---7\ DAISY STREET�g100 C6 15- FL (N)=490.49 - - - - - - - - - - - - - - - - - - - - - - - (60RIGHT-OF-WAY) 4) 15- FL (S)=490.39 Since 1977 civil transportation structural - geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng i neering.com Springfield OR I Albany OR �D PR #52996 Digi by K Lane 201amM. Lane Branch iDWS ()O qEGON y t. 4 LANti EXPIRES. DECEMBER 31, 2019 project title: revisions: date: OCT. 31, 2018 drawn by: JLB designer: DAN project no: 16-032 sheet: �l i s s� I I J. j{( _ . '• r -r- r -r -:r r r -r- r -rte - _ _ _ . -$1- ALTERNATE #2 AREA, .SITE DETAIL •;r; ::,~r..,. y ­AREA 'SHEET --C2.01 - i -#2: AREA � . DETAIL • . t AREA" SF#FET- = _ - °� C2fl1 -� fill .j �• BID -ALTERNATE- - SEE DETAIL • AREAIT = ` SItE G2 T - :Q.1 SEE DETAIL AREA SHEET C2.01 Site Flan HORIZONTAL SCALE: 1" = 30'-0" E �7/ Keynotes: " SEEDTALC NEW PLAYGROUND AREA SAFETY 2. 6" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50. SURFACE. SEE DETAIL 3/C2.50 AREA .SI-I-EET' - -• i 3. 6' LENGTH BENCH WITH BACK. MANUFACTURER: DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND - C2.01 4.. SURFACE. SEE DETAIL 4/C2.50 4. NEW PLAY AREA SAFETY SURFACING. SEE DETAIL 2/C2.51. PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIRQFIL INFILL. PRODUCT SUPPLIED BY OWNER AND 4" DEPTH CONCRETE FLATWORK WITH INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER VA.c. SPECIFICATION SECTION 321816. 5. NEW PLAY AREA WITH ENGINEERED WOOD FIBER. SEE DETAIL 4/C2.50. 6" DEPTH CONCRETE FLATWORK WITH 6. USE ZONES FOR PLAY EQUIPMENT (TYPICAL). SEE PLAYGROUND EQUIPMENT INFORMATION FOLLOWING SCORE JOINTS. SEE DETAIL 1&2/C2.50 SPECIFICATION SECTION 321816 FOR MORE INFORMATION. 7. LITTER RECEPTACLE. MANUFACTURER: VECTOR STANLEY MODEL: S C-36. COLOR: POWDER COATED BLACK. PROPOSED CONTOURS AT 1' INTERVAL SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE. 8. BIKE RACKS. MANUFACTURER: RADIUS PIPE BENDING, MODEL: RPB HOOP STYLE, SURFACE MOUNT, COLOR: BLACK. SUPPLIED AND INSTALLED BY WILLAMALANE. EXISTING SHRUBS RETAINED 9. CONCRETE CURB. SEE DETAIL 4/C2.50. 10. NEW DRINKING FOUNTAIN. CONTRACTOR TO PROVIDE POTABLE WATER SERVICE TO THIS LOCATION FROM PROPOSED PLANTER BEDS WATER METER AND STUB UP - SEE UTILITY PLAN. CONTRACTOR TO INSTALL INFILTRATION SUMP PER DETAIL 3/C2.50. DRINKING FOUNTAIN MODEL: MOST DEPENDABLE FOUNTAINS 410 SMSS WITH OPTIONAL STAINLESS STEEL SURFACE CARRIER AND SAND STRAINER. SURFACE MOUNT PER MANUFACTURERS PROPOSED SEEDED LAWN AREAS SPECIFICATIONS. SEE http:// mostdependable.com FOR FURTHER DETAILS. FOUNTAIN SUPPLIED AND (SEE LANDSCAPE PLAN) INSTALLED BY WILLAMALANE. . 11. LANDSCAPE BERM AT 1:4 SLOPE. SEE LANDSCAPE PLAN L1.00. EXISTING LAWN TO REMAIN 12. PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR. ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION IRRIGATION SLEEVES. SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND EQUIPMENT. 13. REFURBISHED PARK SIGN. BY OTHERS.. 14. IRRIGATION SLEEVES. SCH. 40 PVC. SIZE AS SHOWN ON PLAN. 15. PLAY AREA DRAIN. SEE DETAIL 5/C2.50. EXISTING TREES TO REMAIN 16. BASKETBALL HOOP AND STAND. ULTIMATE HANG TIME STEEL ADJUSTABLE SYSTEM BY BISON INC. CONTACT 1-800-638-0698, WWW.BISONINC.COM. 6" SQUARE POST. MODEL PR98SHT. CONTRACTOR TO SUPPLY AND PROPOSED TREES -SEE INSTALL WITH FOOTINGS PER MANUFACTURERS SPECIFICATIONS. LANDSCAPE PLAN 17. PICNIC TABLE. MODEL: WXT/G-84 BY PILOT ROCK. SURFACE MOUNT. COLOR: BLACK POWDER COAT FRAME. ALUMINUM CLEAR ANODIZED TOP. SUPPLIED AND INSTALLED BY WILIAMALANE. 14 18. RUBBER TILE INSTALLED UNDER SWINGS SEE DETAIL 4/C2.50. 19. AS PART OF BID ALTERNATE #1. CONTRACTOR TO INSTALL SKATE WALL. SEE DETAIL 3&4/C2.51. 20. RAMP TO PLAY AREA. SEE DETAIL 1/C2.51. Site Flan HORIZONTAL SCALE: 1" = 30'-0" E �7/ Keynotes: Sheet Notes: Phis document and the information contained herein may not be copied or reproduced without express written permission of tillamolone Park and Recreation District. Unauthorized disclosure or construction use ore prohibited by copyright low. W M a z v w 0 a C Ho aga-TV I w W LLJ NOV 01 2018 A. SEE SPECIFICATION SEC11ON 012300 FOR ALL BID ALTERNATES. B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. C. COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. D. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. E. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. F. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. G. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. H. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 1. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. J. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. K. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. REVISIONS 1. 4" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50. NEW PLAYGROUND AREA SAFETY 2. 6" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50. SURFACE. SEE DETAIL 3/C2.50 3. 6' LENGTH BENCH WITH BACK. MANUFACTURER: DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND ENGINEERED WOOD FIBER SAFETY INSTALLED BY WILLAMALANE SURFACE. SEE DETAIL 4/C2.50 4. NEW PLAY AREA SAFETY SURFACING. SEE DETAIL 2/C2.51. PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIRQFIL INFILL. PRODUCT SUPPLIED BY OWNER AND 4" DEPTH CONCRETE FLATWORK WITH INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER SCORE JOINTS. SEE DETAIL 1&2/C2.50 SPECIFICATION SECTION 321816. 5. NEW PLAY AREA WITH ENGINEERED WOOD FIBER. SEE DETAIL 4/C2.50. 6" DEPTH CONCRETE FLATWORK WITH 6. USE ZONES FOR PLAY EQUIPMENT (TYPICAL). SEE PLAYGROUND EQUIPMENT INFORMATION FOLLOWING SCORE JOINTS. SEE DETAIL 1&2/C2.50 SPECIFICATION SECTION 321816 FOR MORE INFORMATION. 7. LITTER RECEPTACLE. MANUFACTURER: VECTOR STANLEY MODEL: S C-36. COLOR: POWDER COATED BLACK. PROPOSED CONTOURS AT 1' INTERVAL SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE. 8. BIKE RACKS. MANUFACTURER: RADIUS PIPE BENDING, MODEL: RPB HOOP STYLE, SURFACE MOUNT, COLOR: BLACK. SUPPLIED AND INSTALLED BY WILLAMALANE. EXISTING SHRUBS RETAINED 9. CONCRETE CURB. SEE DETAIL 4/C2.50. 10. NEW DRINKING FOUNTAIN. CONTRACTOR TO PROVIDE POTABLE WATER SERVICE TO THIS LOCATION FROM PROPOSED PLANTER BEDS WATER METER AND STUB UP - SEE UTILITY PLAN. CONTRACTOR TO INSTALL INFILTRATION SUMP PER DETAIL 3/C2.50. DRINKING FOUNTAIN MODEL: MOST DEPENDABLE FOUNTAINS 410 SMSS WITH OPTIONAL STAINLESS STEEL SURFACE CARRIER AND SAND STRAINER. SURFACE MOUNT PER MANUFACTURERS PROPOSED SEEDED LAWN AREAS SPECIFICATIONS. SEE http:// mostdependable.com FOR FURTHER DETAILS. FOUNTAIN SUPPLIED AND (SEE LANDSCAPE PLAN) INSTALLED BY WILLAMALANE. . 11. LANDSCAPE BERM AT 1:4 SLOPE. SEE LANDSCAPE PLAN L1.00. EXISTING LAWN TO REMAIN 12. PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR. ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION IRRIGATION SLEEVES. SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND EQUIPMENT. 13. REFURBISHED PARK SIGN. BY OTHERS.. 14. IRRIGATION SLEEVES. SCH. 40 PVC. SIZE AS SHOWN ON PLAN. 15. PLAY AREA DRAIN. SEE DETAIL 5/C2.50. EXISTING TREES TO REMAIN 16. BASKETBALL HOOP AND STAND. ULTIMATE HANG TIME STEEL ADJUSTABLE SYSTEM BY BISON INC. CONTACT 1-800-638-0698, WWW.BISONINC.COM. 6" SQUARE POST. MODEL PR98SHT. CONTRACTOR TO SUPPLY AND PROPOSED TREES -SEE INSTALL WITH FOOTINGS PER MANUFACTURERS SPECIFICATIONS. LANDSCAPE PLAN 17. PICNIC TABLE. MODEL: WXT/G-84 BY PILOT ROCK. SURFACE MOUNT. COLOR: BLACK POWDER COAT FRAME. ALUMINUM CLEAR ANODIZED TOP. SUPPLIED AND INSTALLED BY WILIAMALANE. 18. RUBBER TILE INSTALLED UNDER SWINGS SEE DETAIL 4/C2.50. 19. AS PART OF BID ALTERNATE #1. CONTRACTOR TO INSTALL SKATE WALL. SEE DETAIL 3&4/C2.51. 20. RAMP TO PLAY AREA. SEE DETAIL 1/C2.51. 21. 8' LENGTH BENCH WITH BACK. MANUFACTURER: DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE 22. HOPSCOTCH. SURFACE APPLICATION INSTALLED BY OTHERS. 23. AS PART OF BID ALTERNATE #2, SUPPLY AND INSTALL 20' x 20' PRE -MANUFACTURED PICNIC SHELTER. SHELTER BY ICON SHELTER SYSTEMS INC., AVAILABLE THROUGH ALLPLAY SYSTEMS LLC, PO BOX 1886, SEQUIM, WA 98382, 1-888-531-4881. EMAIL jim@allplaysystems.com. REFERENCE DUTCH HIP SHELTER DH2Ox2OM-P4-20-90-30. MANUFACTURER TO SUPPLY FOUNDATION DESIGN AND ALL CONSTRUCTION DRAWINGS. CONTRACTOR TO POUR POST FOUNDATIONS, SUPPLY AND INSTALL SHELTER PER MANUFACTURERS SPECIFICATIONS. POST/FRAME POWDER COAT COLOR: "DOW BLACK". METAL PANEL ROOF COLOR: "EVERGREEN". CONTRACTOR TO INSTALL ALL ADDITIONAL 4" DEPTH CONCRETE FLATWORK AT SHELTER PER PLANS. NOTE ADJUSTMENT OF DESIGN TO SITTING AREA TO SOUTH WEST OF PLAYGROUND AS PART OF BID ALTERNATE #1. 24. ARCH ENTRY WAY. SEE DETAIL 5/C2.51. Sheet Notes: Phis document and the information contained herein may not be copied or reproduced without express written permission of tillamolone Park and Recreation District. Unauthorized disclosure or construction use ore prohibited by copyright low. W M a z v w 0 a C Ho aga-TV I w W LLJ NOV 01 2018 A. SEE SPECIFICATION SEC11ON 012300 FOR ALL BID ALTERNATES. B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. C. COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. D. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. E. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. F. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. G. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. H. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 1. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. J. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. K. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. REVISIONS Tic CLw'llamatane 11i Park and Recreation District CONSTRUCTION Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN SHEET NO: i i' Tic CLw'llamatane 11i Park and Recreation District CONSTRUCTION Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN SHEET NO: �- 8" WW WW WW - w4-- -WW lSite Plan - Detail Area V HORIZONTAL SCALE: 1" = 20'-0" w -WW wry a - a f f � ■m -WW- __ WW- HORIZONTAL W - ME* I00mom1 MONS 1 BID ALTERNATE #2 AREA - ADJUST EXTENT OF CONCRETE, LAWN AND PLANTER BED. Keynotes: NEW PLAYGROUND AREA SAFETY 1. 4" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50. SURFACE, SEE DETAIL 3/C2.50 2. 6" DEPTH CONCRETE PAVING. SEE DETAIL 1&2/C2.50. 3. 6' LENGTH BENCH WITH BACK. MANUFACTURER: -DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND ENGINEERED WOOD FIBER SAFETY INSTALLED BY WILLAMALANE SURFACE. SEE DETAIL 4/C2.50 4. NEW PLAY AREA SAFETY SURFACING. SEE DETAIL 2/C2.51. PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIROFIL INFILL. PRODUCT SUPPLIED BY OWNER AND 4" DEPTH CONCRETE FLATWORK WITH INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER SCORE JOINTS. SEE DETAIL 1&2/C2.50 SPECIFICATION SECTION 321816. 5. NEW PLAY AREA WITH ENGINEERED WOOD FIBER. SEE DETAIL 4/C2.50. 6" DEPTH CONCRETE FLATWORK WITH 6. USE ZONES FOR PLAY EQUIPMENT {TYPICAL}. SEE PLAYGROUND EQUIPMENT INFORMATION FOLLOWING SCORE JOINTS. SEE DETAIL 1&2/C2.50 SPECIFICATION SECTION 321816 FOR MORE INFORMATION. 7. LITTER RECEPTACLE. MANUFACTURER: VICTOR STANLEY, MODEL: SDC -36. COLOR: POWDER COATED BLACK. PROPOSED CONTOURS AT 1' INTERVAL SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE. & BIKE RACKS. MANUFACTURER: RADIUS PIPE BENDING, MODEL: RPB HOOP STYLE, SURFACE MOUNT, COLOR: BLACK. SUPPLIED AND INSTALLED BY WILLAMALANE. EXISTING SHRUBS RETAINED 9. CONCRETE CURB. SEE DETAIL 4/C2.50. 10. NEW DRINKING FOUNTAIN. CONTRACTOR TO PROVIDE POTABLE WATER SERVICE TO THIS LOCATION FROM PROPOSED PLANTER BEDS WATER METER AND STUB UP - SEE UTILITY PLAN. CONTRACTOR TO INSTALL INFILTRATION SUMP PER DETAIL 3/C2.50. DRINKING FOUNTAIN MODEL- MOST DEPENDABLE FOUNTAINS 410 SMSS WITH OPTIONAL • STAINLESS STEEL SURFACE CARRIER AND SAND STRAINER. SURFACE MOUNT PER MANUFACTURERS PROPOSED SEEDED LAWN AREAS SPECIFICATIONS. SEE http: // mostdependable.com FOR FURTHER DETAILS. FOUNTAIN SUPPLIED AND {SEE LANDSCAPE PLAN) INSTALLED BY WILLAMALANE. . 11. LANDSCAPE BERM AT 1:4 SLOPE. SEE LANDSCAPE PLAN L1.00. EXISTING LAWN TO REMAIN 12. PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR. ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION IRRIGATION SLEEVES. SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND EQUIPMENT. 13. REFURBISHED PARK SIGN. BY OTHERS.. 14. IRRIGATION SLEEVES. SCH. 40 PVC. SIZE AS SHOWN ON PLAN. 15. PLAY AREA DRAIN. SEE DETAIL 5/C2.50. EXISTING TREES TO REMAIN 16. BASKETBALL HOOP AND STAND. ULTIMATE HANG TIME STEEL ADJUSTABLE SYSTEM BY BISON INC. CONTACT 1-800-638-0698, WWW.BISONINC.COM. 6" SQUARE POST. MODEL PR98SHT. CONTRACTOR TO SUPPLY AND PROPOSED TREES - SEE INSTALL WITH FOOTINGS PER MANUFACTURERS SPECIFICATIONS. LANDSCAPE PLAN 17. PICNIC TABLE. MODEL- WXT/G-8AL BY PILOT ROCK. SURFACE MOUNT. COLOR: BLACK POWDER COAT FRAME. ALUMINUM CLEAR ANODIZED TOP. SUPPLIED AND INSTALLED BY WILLAMALANE. 18. RUBBER TILE INSTALLED UNDER SWINGS SEE DETAIL 4/C2.50. 19. AS PART OF BID ALTERNATE #1, CONTRACTOR TO INSTALL SKATE WALL. SEE DETAIL 3&4/C2.51. 20. RAMP TO PLAY AREA. SEE DETAIL 1/C2.51. 21. W LENGTH BENCH WITH BACK. MANUFACTURER: DUMOR, MODEL: 160-60. SURFACE MOUNT. SUPPLIED AND INSTALLED BY WILLAMALANE 22. HOPSCOTCH. SURFACE APPLICATION INSTALLED BY OTHERS. 23. AS PART OF BID ALTERNATE #2. SUPPLY AND INSTALL 20' x 20' PRE -MANUFACTURED PICNIC SHELTER. SHELTER BY ICON SHELTER SYSTEMS INC., AVAILABLE THROUGH ALLPLAY SYSTEMS LLC, PO BOX 1886, SEQUIM, WA 98382, 1-888-531-4881. EMAIL jm@allploysystems.com. REFERENCE DUTCH HIP SHELTER DH2Ox2OM-P4-2O-90-30. MANUFACTURER TO SUPPLY FOUNDATION DESIGN AND ALL CONSTRUCTION DRAWINGS. CONTRACTOR TO POUR POST FOUNDATIONS, SUPPLY AND INSTALL SHELTER PER MANUFACTURERS SPECIFICATIONS. POST/FRAME POWDER COAT COLOR: "DOW BLACK". METAL PANEL ROOF COLOR: "EVERGREEN". CONTRACTOR TO INSTALL ALL ADDITIONAL 4" DEPTH CONCRETE FLATWORK AT SHELTER PER PLANS. NOTE ADJUSTMENT OF DESIGN TO SITTING AREA TO SOUTH WEST OF PLAYGROUND AS PART OF BID ALTERNATE 11. 24. ARCH ENTRY WAY. SEE DETAIL 5/C2.51. Sheet Notes: A. SEE SPECIFICATION SECTION 012300 FOR ALL BID ALTERNATES. B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. C. COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES WITH RESPECTIVE CONTRACTORS. D. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. E. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTEN11ON OF THE OWNER'S REPRESENTATIVE. F. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. G. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. H. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR 'REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 1. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. J. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. K. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. ORi 20'-0" r -,1t Cody MDS Mapr Will arn(d ovb pod k � Rte• NOV 01 2018 Submittal_2&_ This document and the information contained herein may not be copied or reproduced without express written permission of Wdlamolone Park and Recreation District. Unauthorized disclosure or construction use are prohibited by copyright low. tom; Q z U W 0 W a t - w w to 1 40 �J Park and Recreation District CONSTRUCTION Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN SHEET NO: • a +t • • • i • t • r 40 �J Park and Recreation District CONSTRUCTION Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN SHEET NO: 8 HORIZONTAL SCALE: 1" = 30'-0" Sheet Notes: A. B. C. D. E. F. G. .IA 1. J. K. SEE SPECIFICATION SECTION 012300 FOR ALL BID ALTERNATES. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. COORDINATE INSTALLATION OF IRRIGATION SLEEVES WITH RESPECTIVE CONTRACTORS. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. yCi T1tf1an----Eretai , HORIZON W, -WW NEW PLAYGROUND AREA SAFETY SURFACE. SEE DETAIL 3/C2.50 ENGINEERED WOOD FIBER SAFETY SURFACE. SEE DETAIL 4/C2.50 4" DEPTH CONCRETE FLATWORK WITH SCORE JOINTS. SEE DETAIL 1&2/C2.50 6" DEPTH CONCRETE FLATWORK WITH SCORE JOINTS. SEE DETAIL 1&2/C2.50 PROPOSED CONTOURS AT 1' INTERVAL EXISTING SHRUBS RETAINED PROPOSED SEEDED LAWN AREAS (SEE LANDSCAPE PLAN) EXISTING LAWN TO REMAIN IRRIGATION SLEEVES. EXISTING TREES TO REMAIN PROPOSED TREES — SEE LANDSCAPE PLAN W 9 ar 707 This document and the information contained herein may not be copied or reproduced without express written permission of WiNamolone Park and Recreation District. Unauthorized disclosure or construction use are prohibited by copyright taw. REVISIONS W, Park and NOT FOR District CONSTRUCTION Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN SHEET NO: STRUCTURE, PAVED AREA, OR OBJECT ISOLATION JOINT - SEE DETAIL 2/C2.50. 12 -INCH #4 SMOOTH REBAR EMBEDED AND EPDXIED 6 -INCH INTO EXISTING CONCRETE AT 18 -INCH O.C. AT ALL LOCATIONS WHERE NEW CONCRETE MEETS EXISTING NOTE: 1. JOINTS SHALL BE SPACED EVENLY, AS SHOWN ON DRAWINGS. 2. SEE SPECIFICATION SECTION 321313. SCALE: NTS CONCRETE CURB Yz" RADIUS (TYPICAL) FINISH GRADE PER PLANS " MINUS' CRUSHED ROCK BASE PER SPECIFICATIONS COMPACTED SUBGRADE PER SPECIFICATIONS !l ihT1F�f'ti_ 8" :ail! CONTRACTION JOINT - SEE DETAIL 2/C2.50 1/2 -INCH RADIUS 4" OR 6" DEPTH FIBER REINFORCED CONCRETE PER SPECIFICATIONS - SEE PLANS FOR LOCATIONS 6" DEPTH, BASE COURSE PER STRUCTURE, PAV SPECIFICATION SECTION 312000 AREA, OR OBJEC _' CHAMFER V -GROOVE CONTRACTION JOINT COMPACTED SUBGRADE PER SPECIFICATION SECTION 312000 SWING POSTS (TYPICAL). SEE SITE PLANS FOR LOCATIONS AND MANUFACTURER INSTALLATION DETAILS. SET DEPTH ACCORDING TO MANUFACTURERS SPECIFICATIONS. SEE NOTES. ENGINEERED WOOD FIBER SAFETY SURFACE SHALL BE "PLAY AWAY" BY LANE FOREST PRODUCTS OR APPROVED EQUAL, SHALL BE INSTALLED TO A COMPACTED DEPTH OF 15" SAWED JOINT 1/3 DEPTH OF SLAB MINIMUM. CONCRETE FLATWORK JOINT FILLER FLUSH WITH TOP OF CONCRETE. �— CONCRETE FLATWORK JOINT FILLER WITH REMOVABLE PLASTIC ISOLATION JOINT JOINT CAP, SEE SPECIFICATION SECTION 321313. NOTES: 1. SEE SPECIFICATION SECTION 321313. 2. SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION. 3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAY OCCUR. Concrete Joints SCALE: NTS GRID OF (12) 8'x6'X4.25" RUBBER SAFETY TILES GLUED TO CONCRETE o BASE UNDER SWINGS. TOP OF TILE TO BE APPROXIMATELY 6" BELOW FINISHED SURFACE OF ENGINEERED o WOOD FIBER. WILLAMALANE TO SUPPLY TILES. CONTRACTOR TO PROVIDE GLUE SEE PLANS FOR LOCATIONS. c .p 0 0 NY c00 o� ' 004�00°°°a ao on 0 ULF I" \WASHED PEA _ ` _ jGEO UTILE FABRIC SHALL CONSIST 1\ \r '' = "= \\s �\ OF WOVEN, NEEDLE PUNCHED MINUS" CRUSHED ROCK BAS \\ - - .� :- \\/ POLYPROPYLENE. SUBSTRATE BONDED \� / '" ., \/\\ TO A NON -WOVEN POLYPROPYLENE PER SPECIFICATIONS 1�\\�-':•'`-_= ` „ �1� FABRIC, WEIGHING NOT LESS THAN 8'x6'x4" CONCRETE SLAB 1. SEE DETAIL 6 THIS SHEET FOR LOCATION OF AREA DRAIN. 2. SCORE JOINTS @ 10' O.C. MINIMUM OR AS SHOWN ON SITE PLAN. 3. EXPANSION JOINTS @ 40' O.C. 4. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB AND RADII. 5. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3" THICKNESS. 6. SCORE JOINTS SHALL BE MINIMUM 9" WIDE, 1Y" DEEP, AND ROUNDED CORNERS. 4.8 OZ. PER SQ. YD. COMPLETELY COVER AREA INDICATED ON PLANS OVERLAPPING EDGES AT A MINIMUM OF 12". WRAP TOP AND SIDES OF GRAVEL WITH FABRIC. CONCRETE FOOTINGS FOR PLAYGROUND POSTS. WIDTH AND DEPTH PER PLAY EQUIPMENT MANUFACTURERS SPECIFICATIONS. Typical Playground Section - Engineered Wood Fiber/Swings Location SCALE: NTS =8" MIN. Y" RADIUS (TYPICAL) 3/8" NYLON W/ 1/2" MIP REINFORCED TUBING (WATER SUPPLY)------\ SPECIFIED DRINKING FOUNTAIN ASSEMBLY 1/2" PVC DRAIN UNE SLEEVE THROUGH CONCRETE .��� � _•. 3.. A.____ b 'H - d -_a_-`/ /--' D .-. ..- �� 4 d_ a 1� CONNECT TO DOMESTIC WATER LINE - SEE PLAN 'P' TRAP IN DRAIN UNE NOTES: 1. WILLAMALANE STAFF TO INSTALL DRINKING FOUNTAIN ABOVE GRADE. 2_ SANITIZE WATER LINE TO DRINKING FOUNTAIN PRIOR TO ACTIVATION_ 4" FIBER REINFORCED CONCRETE SIDEWALK WITH THICKENED EDGE ADJACENT TO PLAY AREA - SEE PLAN FOR LOCATIONS " MINUS" CRUSHED ROCK BASE PER SPECIFICATIONS COMPACTED SUBGRADE PER SPECIFICATIONS d m - - - d pQ Drinking Fountain and Infiltration Sump SCALE: NTS ENGINEERED WOOD FIBER PER SPECIFICATIONS, 15" DEPTH AFTER COMPACTION 6" MIN. DEPTH OF WASHED PEA GRAVEL 4 oz NON-WOVENFILTER FABRIC. RI . WRAP TOP AND SIDES. 95% COMPACTED SUB -GRADE CLEAN DRAIN ROCK 2" DIAMETER FLEXIBLE TRANSITION O a A _ d ` V " -. _ d' e 4 - 12"x1'9" CONCRE COLLAR 1-1/2" DRAIN I 12x1'9" CONCRETE COLLAR 1-1/2" PVC DRAIN PIPE ADJACENT PLANTER GRADE BEYOND 2'x2'x2' 1-1/2" OPEN GRADED ROUND ROCK SUMP LINED WITH FILTER FABRIC GRADE TO CREATE tF— DEPRESSION AT SUMP PLAN 4 VVIt 0MA" Pl ms cA*Y'' Date Received OV 01 2018 Original Submittal 5 SQUARE w 0 0 0 0 0 0 4 oz NON -WOVEN FILTER FABRIC. WRAP TOP AND SIDES. SCALE: NTS E tD ASTM C-33 SAND NOTES: 1. LOCATE AREA DRAIN IN APPROXIMATE CENTER OF ENGINEERED FREE DRAINING MATERIAL WOOD FIBER AREA. LOCATION SHALL BE COORDINATED WITH ALL FOOTINGS ASSOCIATED WITH PLAY STRUCTURES. IF CONFLICTS OCCUR, NOTIFY OWNER. 2. ENSURE EXCAVATION DEPTH FOR AREA DRAIN REACHES FREE DRAINING MATERIAL. This document and the information contained herein may not be copied or reproduced without express written permission of WitUamolone Pork and Recreation District. Unauthorized disctosure or construction use are prohibited by copyright taw. ;1 N' a NOT FOR CONSTRUCTION Drawn by. SPD Date- 10.31.18 Scale: AS SHOWN SHEET NO: !i • 0 i • a s 4 �>t ;1 N' a NOT FOR CONSTRUCTION Drawn by. SPD Date- 10.31.18 Scale: AS SHOWN SHEET NO: ^^NCRETE FLATWORK DETAILED SCALE: NTS 1/2- R 4" 2x4),3/16" STEEL TUBE ON OUTSIDE EDGE OF WALL 3/8"0 X 6" LONG J—BOLTS WELDED TO SQ. TUBE. TIE OR WELD TO REBAR/STEEL STABILIZER SET IN CONCRETE. ISH GRADE t PLANS ,,,,.4CRETE FLATWORK THICKENED EDGE CONCRETE VERTICAL CURB BEYOND NOTES: 1. ALL FABRICATED METALS TO BE GALVANIZED AFTER FABRICATION. 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION AND INSTALLATION FOR APPROVAL 3. CAP ALL ENDS. SCALE: NTS 4" FIBER REINFORCED CONCRETE WALKS WITH THICKENED EDGE ADJACENT TO PLAY AREA — SEE PLAN FOR LOCATIONS --, �r- 6" CRUSHED ROCK BASE PER SPECIFICATIONS 2" MINUS OPEN CRUSHED ROCK PER SPECIFICATIONS SCALE: NTS 6" CRUSHED ROCK BASE PER SPECIFICATIONS "PLAYGROUND GRASS' BY FOREVER LAWN ARTIFICIAL TURF SURFACE. 1" SAFEiYCEL PADDING PLAYGROUND POSTS (TYPICAL). SEE PLAYGROUND PLANS FOR ALL LOCATIONS. SET DEPTH ACCORDING TO MANUFACTURERS SPECIFICATIONS FOR EACH PIECE OF EQUIPMENT. SEE NOTES. FOOTINGS FOR PLAYGROUND POSTS. WIDTH AND DEPTH PER PLAY EQUIPMENT MANUFACTURERS SPECIFICATIONS. NOTES - 1. THICKENED EDGE SIDEWALK TO BE INSTALLED AT ALL LOCATIONS ADJACENT TO PLAYGROUND SAFETY SURFACE. 2. SAFETY SURFACING PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIROFIL INFILL PRODUCT SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. 3. POSTS FOR PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND EQUIPMENT. Conceptual Arch Design SCALE: NTS "So'; T 6 ✓•-e E. 1.. .e.8 O STEEL EDGING AT WALL EDGE. SEE DETAIL 4/C2.50 1/2" EXPANSION JOINT 4' DEPTH FIBER REINFORCED PCC PAVING TROWEL FINISH AT TOP 15" 1' CHAMFER 12" STEEL DOWEL WITH SLEEVE AT ONE END; 24" O.C. WHERE FLATWORK SHOWN ON PLANS SCALE: NTS 00 (4) #4 REBAR HORIZONTAL REBAR @ 24" O.C. POURED IN PLACE CONCRETE WALL (4) #4 REBAR CONTINUOUS 9" O.C. CRUSHED ROCK BASE EXISTING SUBGRADE s � � +" d sC a. ., .y<, • i PLAYGROUND POSTS (TYPICAL). SEE PLAYGROUND PLANS FOR ALL LOCATIONS. SET DEPTH ACCORDING TO MANUFACTURERS SPECIFICATIONS FOR EACH PIECE OF EQUIPMENT. SEE NOTES. FOOTINGS FOR PLAYGROUND POSTS. WIDTH AND DEPTH PER PLAY EQUIPMENT MANUFACTURERS SPECIFICATIONS. NOTES - 1. THICKENED EDGE SIDEWALK TO BE INSTALLED AT ALL LOCATIONS ADJACENT TO PLAYGROUND SAFETY SURFACE. 2. SAFETY SURFACING PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH SAFETYCEL PADDING AND ENVIROFIL INFILL PRODUCT SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. 3. POSTS FOR PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 321816. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND EQUIPMENT. Conceptual Arch Design SCALE: NTS "So'; T 6 ✓•-e E. 1.. .e.8 O STEEL EDGING AT WALL EDGE. SEE DETAIL 4/C2.50 1/2" EXPANSION JOINT 4' DEPTH FIBER REINFORCED PCC PAVING TROWEL FINISH AT TOP 15" 1' CHAMFER 12" STEEL DOWEL WITH SLEEVE AT ONE END; 24" O.C. WHERE FLATWORK SHOWN ON PLANS SCALE: NTS 00 (4) #4 REBAR HORIZONTAL REBAR @ 24" O.C. POURED IN PLACE CONCRETE WALL (4) #4 REBAR CONTINUOUS 9" O.C. CRUSHED ROCK BASE EXISTING SUBGRADE F,le}' 191 1-��-�N2t2=�Y�1 TI DS t- A quv'' W,% it Cu'Yl c&t aAe iet G This document and the information contained herein may not be copied or reproduced without express written permission of SYllamolone Park and Reaeotion District. Unauthorized disclosure or construction use are prohibited by copyright law. REVISIONS s � � sC i � C ., .y<, F,le}' 191 1-��-�N2t2=�Y�1 TI DS t- A quv'' W,% it Cu'Yl c&t aAe iet G This document and the information contained herein may not be copied or reproduced without express written permission of SYllamolone Park and Reaeotion District. Unauthorized disclosure or construction use are prohibited by copyright law. REVISIONS Park and P�Li1aa Molt CONSTRUCTION Drawn by. SPD Date- 10.31.18 Scale: AS SHOWN SHEET NO: • i t • • • Park and P�Li1aa Molt CONSTRUCTION Drawn by. SPD Date- 10.31.18 Scale: AS SHOWN SHEET NO: CB RIM=496.54 10- FL (SE)=493.24 10" FL (NW)=493.48 I zoo P.U.E zoo P.U.E lei 11h10 STORM MH RIM 8.92 10- FL (NW)=491.00 10- FL (E)=490.96 5.00 P.U.E zoo P.U.E. 5.00 P.U.E 14.00 P.U.E 7.00 P.U.E.-.-\ tility 'Plan HORIZONTAL SCALE: V = W -O' m m Im m PROPOSED DRINKING FOUNTAIN 0q11k16q4mh-bm—w 402 7.00 P.O.EJ A!� 0 113 UAISY SMEEI- (60- RIGHT--OF-WAY) 0 30' 60, BLUEBELLE WAY(60'PJGHT-OF-WAY) ENLARGED AREA SEE DETAIL THIS SHEET j 410 116 116 - 5.00 7E P.U.E P U D121 L *7.00 P.V.E ZOO P.U.E -"sool:., STORM MH RIM=499.32 10- FL (SW)=494.34 S. 51 ST. PL (50' RIGHT-OF-WAY) zoo P.U.E 5.00 P.0.E (NE)=491.72 FZ (W)=491.68 FL (S)=49210 14.00 7.00 _P- U. F- NNI a4 4 I ' 7' I �' A 401 1p 0 P.U.E. zoo P.U. %%� I I A, A+ 41\1 CQ U1, A A �\ * I 4\11 if1 15- FL (N)=490.49 15- FL (S)=490.39 FRDW EXISTING PROPERTY LINE ADJOINER LINE CONCRETE CURB FENCE LINE EASEMENT 4 Z . SD STORM DRAW LINE 7' I L • CONCRETE WASTE WATER MH RIM=499.96 DECIDUOUS TREE 7.00 P. EVERGREEN TREE A zoo P.U.E , e-1 .. I II1111 E" CATCH BASIN Co? SIGN it lI tility 'Plan HORIZONTAL SCALE: V = W -O' m m Im m PROPOSED DRINKING FOUNTAIN 0q11k16q4mh-bm—w 402 7.00 P.O.EJ A!� 0 113 UAISY SMEEI- (60- RIGHT--OF-WAY) 0 30' 60, BLUEBELLE WAY(60'PJGHT-OF-WAY) ENLARGED AREA SEE DETAIL THIS SHEET j 410 116 116 - 5.00 7E P.U.E P U D121 L *7.00 P.V.E ZOO P.U.E -"sool:., STORM MH RIM=499.32 10- FL (SW)=494.34 S. 51 ST. PL (50' RIGHT-OF-WAY) zoo P.U.E 5.00 P.0.E (NE)=491.72 FZ (W)=491.68 FL (S)=49210 14.00 7.00 _P- U. F- NNI a4 4 I ' 7' I �' A 401 1p 0 P.U.E. zoo P.U. %%� I I A, A+ 41\1 CQ U1, A A �\ * I 4\11 if1 15- FL (N)=490.49 15- FL (S)=490.39 FRDW EXISTING PROPERTY LINE ADJOINER LINE CONCRETE CURB FENCE LINE EASEMENT WASTE WATER LINE SD STORM DRAW LINE LXM BUILDING • CONCRETE DECIDUOUS TREE EVERGREEN TREE STORM MANHOLE WASTE WATER MANHOLE UTILITY MANHOLE CATCH BASIN WATER METER SIGN PROPOSED - - - WATERLINE DRAIN ROCK TRENCH CONCRETE CONTOUR 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR [IS REPRM07IVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL DOTING UTILITIES BEFORE COMMENCING WORK, AND AWES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 001 MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO DC4MY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, 714E CONTRACTOR WU CONTACT OREGON ONE -CALL AT (800) 3322344 TO INDICATE EXISTING UlIU71ES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PREC4U170N4RY MEASURES TO PROTECT THESE UTILITIES THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GNEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD 2 AT THE START OF CONSTRUCTIONAL, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SUE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFEI? FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SH41.1. A1OTFY BRANCH ENGINEERING, INC IMMEDIATELY. J. SITE PLUMBING SHALL CONFORM TO THE 2014 OREGON PLUMBING SPECIALTY CODE AND MANUFACTURER'S SPECInC471ONS. 4 ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER CITY OF SPRINGFIELD PUBLIC WORKS REQUIREMDOS. CONTRACTOR SWILL OBTAIN CffY PERMITS FOR WORK WITHIN RIGHT-OF-WAY. KEYNOTES 101 NEW 2' WATER SERVICE WITH 1 Y2" WATER METER. COORDINATE SERVICE CONNEC770M WITH SPRINGFIELD UTILITY BOARD. 1 D 1 W IRRIGATION BACKFLOW ASSEMBLY IN BELOW GRADE VAULT 929 Y4' W47FRLINE TO DRINKING FOUNTAIN PER DETAIL J, SHEET C5.00. 122 2" SERVICE TO IRRIGATION SYSTEM. SEE LANDSCAPE PANS. D(ISTING PUBLIC STORM PIPE 402 DRAIN ROCK TRENCH SEE DETAIL Z SHEET C5.00. WA 122 Date Received NOV 01 2018 Original Submiffal qjqA. 101) ww ww BL UEBELLE WA Y(60' RIGHT—OF—WAY) 121 0 This domment and the bftmft cont*sed hw& may rwt be copied or reproduced xithout e4nm wftkn wall$" of Pork oW Recreation ffishiaL War9wrlmd dbdomm or mabucbm use are Vd&HM by copy *t k - REVISIONS il CIL ElpGINEERING!,6, Since 1971 civil * transportatior structural - geotechnica SURVEYING I LX' Park and Recreation District P pp #52996 Nit* Skj-d by A& La- &-ch DAM2MMOM11 M. Lane Brand .410REGON % UARY t, LANA I E XPIR0DECEMBER 31, 2019 Drawn by MD Date: 10.30.18 Scale: AS SHOWN SHEET NO: • it • CIL ElpGINEERING!,6, Since 1971 civil * transportatior structural - geotechnica SURVEYING I LX' Park and Recreation District P pp #52996 Nit* Skj-d by A& La- &-ch DAM2MMOM11 M. Lane Brand .410REGON % UARY t, LANA I E XPIR0DECEMBER 31, 2019 Drawn by MD Date: 10.30.18 Scale: AS SHOWN SHEET NO: F— i� F SiteGrading�Plan 30' 60, ®- HORIZONTAL SCALE- I' = 30`_0' DUST7NG PROPERTY LINE ADJOINER LINE CONCRETE CURB FENCE LINE EASEMENT WASTE WATER LINE SD STORM DRAIN LINE BUILDING a . CONCRETE s DECIDUOUS TREE EVERGREEN TREE STORM MANHOLE WASTE WATER MANHOLE UTILITY MANHOLE CATCH BASIN ® WATER METER T SIGN �-- �499' CONTOUR CONSMUC770N NOTES: ..... . FILTER STRIP ... ... DRAIN ROCK TRENCH CONCRETE —501 -"""— CONTOUR 01.50 CONCRETE GRADE 1. OWNER OR OWNERS REPRESENTATIVE TO APPROVE ALL SIDEWALK GRADES PRIOR TO CONCRETE PLACEMENT. Ns doarment aid the information oontaiied herein may not be copied or reprodiced opress when permissbrof 1 alane Park ark aidtReaeatkn DWrict. unarthained dbckoze or cmishuction use ore pvhWed by copyW lar. 2. PROVIDE POSITIVE DRAINAGE FROM CONCRETE SURFACE TO LANDSCAPE AREA 1.5% MAX CROSS SLOPE M a 3 CONIRACIOR TO VERIFY ALL GRADES AND ELEVATIONS PRIOR TO START OF CONSTRUCTION. N07IFY ENGINEER IMMEDIATELY IF CONDftIONS VARY FROM THOSE SHOWN HEREON. w CUT/FILL QUANTITIES CUT 650 CY WN1mwfilfj#A F DOW&7-%1 OCONCRETE PAVING. MAX. CROSS SLOPE 1.5% SEE SITE DETAILS SHEET. ODRAIN ROCK TRENCH SEE DETAIL 2, SHEET C5.00. (D PERMEABLE PLAYGROUND SURFACE SEE SITE DETAILS SHEET. �� 4✓✓ FILTER STRIP. SEF DETAIL 1, SHEET C5 AND LANDSCAPE PLAN FOR DETAILS FILTER STRIP WITH DRAIN ROCK TRENCH. SEE DETAIL 1 AND 2, SHEET C5 AND LANDSCAPE PLAN FOR DETAILS (S GRADE BREAK LOW POINTS C.. - —' 0:500.10 Site Gradin( OR30'-0" l Plan Site Gradin HORIZONTAL SCALE= I' = 30'-0' Plan Alternate #2 a� r. 500 .rjT. It [6119:9 Z! Z pal: *TJ I REVISIONS i C.. - —' 0:500.10 Site Gradin( OR30'-0" l Plan Site Gradin HORIZONTAL SCALE= I' = 30'-0' Plan Alternate #2 a� r. 500 .rjT. It [6119:9 Z! Z pal: *TJ I REVISIONS rancin E'N'GINEERING. Sitfce 194 civil • transportatioi structural o geotechnica SURVEYING Park and Recreation District � >tN�F,�s C: #52996 XIOREGONo /77 UARY e, foo Drawn by. MD Date: 10.30.18 Scale: AS SHOWN SHEET NO: i i i• l rancin E'N'GINEERING. Sitfce 194 civil • transportatioi structural o geotechnica SURVEYING Park and Recreation District � >tN�F,�s C: #52996 XIOREGONo /77 UARY e, foo Drawn by. MD Date: 10.30.18 Scale: AS SHOWN SHEET NO: R1 c F— I i O [L IMPERVIOUS AREA PROTECT DaSHNG SOIL & VEGETA77ON WHERE PRACTICAL FOR DISTURBED AREAS PLANT w/ FILTER STRIP SEED MIX AT MFG. SPECIFIED APPUCA71ON RATE 1'-0" MIN. GROWING MEDIUM OR NATNE SOIL IF THE LYIS71MG VEGETA77ON REAMNS UNDISTURBED FLIENOW 08131AL MM 1. PROVIDE PR07EC17ON FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING AS WELL AS FOOT TRAFFIC FOR PROPOSED INFILTRATION AREAS PRIOR TO AND DURING CONSIRUC71ON 2. DIMENSIONS: a. FLOW UNE LENGTH: 5' MINIMUM. b. SLOPES: 0.5 - 10% J. SETBACKS (FROM BEGINNING OF FACILITY): a. 5' FROM PROPER7Y UNE b. LOFT FROM BUILDINGS c. 5OFT FROM WETLANDS, RIVERS, STREAMS, AND CREEKS WHERE REQUIRED. 4. COLLECTION DEPRESSION: a. LANGfR1DiAw SLOPE SHALL MATCH ADJACENT SIDEWALK OR 0:5% MINIMUM. 5. OVERFLOW: GRADING SHALL BE SUCH THAT COLLECTION FROM FILTER STRIP CAN DISCHARGE TO STREET. 6 EXISTING UNDISTURBED VEGETATED AREAS CAN BE USED AS FILTER STRIP. FOR DISTURBED AREAS ADJACENT TO SIDEWALKS, SEED PFR LANDSCAPE PLANS 7. VEGETA770N. THE ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY FILTER STRIP SEED MIX OR UNDISTURBED-E)ISTING VEGETA770N 8 CONTRACTOR TO REMOVE COMPACTED AND DLSTUM30 SOILS AND SCARIFY THE SUBGRADE SURFACE, WHERE FILTER STRIP OCCURS AT A LOC4710N USED FOR CONSTRUC77ON DV7WX)E; STOCKPILING, STAGING FILTER STRIP NOT TO SCALE ?OWING MEDIUM :EOTE a1LE FILTER FABRIC DRAIN ROCK —■'-1 12" 1-f— NOTES. 1. GROWING MEDIUM. BACKFILL WITH 6" MINIMUM COVERING DRAIN ROCK TRENCH. 2. GE07EKRLE FILTER FABRIC: a. WRAP ALL SIDES. b. LAP EDGES 12" MINIMUM. J. DRAIN ROCK. PROVIDE 12" SQ SECTION OF 3/4*!- i" (AASHTO 157) CLEAN CRUSHED AGGREGATE NOT • SCALE WITHIN PAVED AREA ------------- PA VING STRUCTURE vs-two,� COMPACTED 3/4'-0 CR 3' MIN. BEDDING PIPE SIZE AND TYPE PER PLANS SUBGRADE OUTSIDE[�UNDISTU PAVED AREA 1 SOIL \ ZT/ LL J COMPACTED z NATIVE !g BACKFILL O 3 l_ 6' �—PROVIDE TRACER WIRE AS REQUIRED PER LOCAL CODE. NOTE, AT CONTRACTORS OPTION MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12' OR GREATER. 3TYPICAL UTILITY TRENCH NOT TO SCALE M E 11 E Ali I I a � - Two-tt Di—Tv w1s ff�J w v�}t Mn At itis document and the nfamution cont*)ed herein may not be copied or repm&wed without egress written permission of Niamda ne Pak and Recreation Dishict Unauftrtzed disdowe, or consbu dion nese are prehbled by copyright kmc w z w 0 a REVISIONS V * iI i I 'I I m Sint¢ l% civil • transportatianf structural • geotechnica SURVEYING 1 �L„ „w11tama pane I \e/�V�u iNpI�S � #5?_99h �zors.rosorr3�' .., SOF CGONo \\� ���� �RIVARY B, 200 �P\ CANS Drawn by. MD Date: 10.30.18 Scale: AS SHOWN SHEET NO: i V * iI i I 'I I m Sint¢ l% civil • transportatianf structural • geotechnica SURVEYING 1 �L„ „w11tama pane I \e/�V�u iNpI�S � #5?_99h �zors.rosorr3�' .., SOF CGONo \\� ���� �RIVARY B, 200 �P\ CANS Drawn by. MD Date: 10.30.18 Scale: AS SHOWN SHEET NO: (�g" WW wv X� Era I WW - ---4_ -WW we -WW w Q - MEN sm 11 -RF _ 1 --{QF `•; ; a + + + + + t + + + + + + +.�.. 1:_P + +++++++++++# 3=RGL + + + + + + + + + + + + + + 4- + + + + + # + + + + + + +++ + 1 AG E - ......+ + + + + # + + + # +++++ + +++++ y r '+ + + + + + + + + + + ` . + + + + + + + + + + + + + + + + + + + + + + + • +++++++++++++++++++ + + + + 4 ++++++++++ 1 R: 'S-SHH . Ht :3 -CAO' .2 -FP : - . Ar . •a. `.'3 -CAO.... +_ - . r . ww,,.\JJ .. _.._yam.. • , r ` r - iS_ • /Vv -- IAB `�• •• i -AR• / \ f Landscape Plan Detail EENL_ M-=04 LI HORIZONTAL SCALE: 1" = 20'-0" IME EXISTING SHRUBS RETAINED 452 PROPOSED CONTOURS AT 1' INTERVAL PROPOSED PLANTER BEDS PROPOSED SEEDED LAWN AREAS _- - EXISTING LAWN TO REMAIN IRRIGATION SLEEVES. • EXISTING TREES TO REMAIN s PROPOSED TREES f O BID ALTERNATE #2 AREA - ADJUST EXTENT OF CONCRETE, LAWN AND PLANTER BED. Landscape Notes A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. B. VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY DAMAGE TO UNDERGROUND UTILITIES TO BE REPAIRED AT CONTRACTOR'S EXPENSE. C. ALL IRRIGATION INSTALLATION IS TO BE COMPLETED BY WILLAMALANE STAFF. CONTRACTOR TO COORDINATE WITH WiLLAMALANE IRRIGATION SPECIALIST AT ALL PHASES OF PROJECT INCLUDING INSTALLATION OF NEW SLEEVES. SEE SITE PLAN FOR LOCATION AND SIZE OF ALL IRRIGATION SLEEVES TO BE INSTALLED BY CONTRACTOR. D. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE DRIP LINE OF EXISTING TREES. SEE TREE PROTECTION NOTES FOR FURTHER INFORMATION. CONTRACTOR SHALL REPLACE ANY TREES, SHRUBS OR LAWN DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. E. ALL SEED/SOD AREAS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE BY OWNER. F. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. INSTALL LANDSCAPE BERMS IN LOCATION SHOWN ON PLAN. SLOPE SHALL BE NO STEEPER THAN 1:4. EXISTING TOPSOIL EXCAVATED FOR NEW IMPROVEMENTS MAY BE USED AS FILL MATERIAL TO MAKE UP GRADES AT BERM AREA, AND AT EXCAVATED AREAS THAT REQUIRE FILL MATERIAL TO MAKE UP GRADES ONLY WHERE THE FINISHED SURFACE IS LAWN (NOT PAVED OR PLAY AREA). ENSURE TOP 12" OF TOPSOIL MEETS ALL REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS. G. THE CONTRACTOR IS TO INSTALL NEW SEEDED LAWN AT AREAS IMPACTED BY NEW CONSTRUCTION INCLUDING AT THE EDGE OF ALL NEW PAVING/CURBS, WHERE EXISTING LAWN IS DAMAGED DURING CONSTRUCTION OR CHANGES IN GRADE OCCUR, AT NEW LANDSCAPE BERMS, AND IN ALL AREAS DAMAGED AS A RESULT OF EQUIPMENT OPERATION. MATCH GRASS SPECIES PRESENT IN EXISTING LAWN AREAS. WHERE NEW LAWN ABUTS EXISTING, PROVIDE A SMOOTH TRANSITION. REFER TO SPECIFICATION SECTION 329200 FOR ADDITIONAL INFORMATION. H. INSTALL SEED IN FILTER STRIP AREAS AS SHOWN, WHERE EXISTING LAWN HAS BEEN IMPACTED BY CONSTRUCTION. CONTRACTOR TO REMOVE COMPACTED AND DISTURBED SOILS TO A DEPTH OF 12" AND SCARIFY THE SUBGRADE SURFACE PRIOR TO PLACEMENT OF BLENDED SOIL FOR VEGETATED STORMWATER SYSTEMS PER SPECIFICATION SECTION 329300. SEED THE AREAS ACCORDING TO SPECIFICATION SECTION 329200. I. ALL LAWN AREAS SHALL HAVE A MINIMUM OF 12" OF TOPSOIL SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 1/4" BELOW SIDEWALKS AND PAVING IN LAWN AREAS. J. AS REQUIRED, PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER UTTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. PH OF IMPORTED TOPSOIL SHALL BE 5.5 TO 7.0. K. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. L. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECTS REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. M. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. N. REFER TO SPECIFICATIONS FOR FULL DETAILS OF LANDSCAPE INSTALLATION. Planting Legend: KEY BOTANICAL NAME COMMON NAME SIZE MATURESIZE TREES AB Acerx fn:emanii Autumn Blaze Maple 2u cal. B&B 50'x 401w FP Fraxinus pennsylvanica'Patmore" Patmore Green Ash 2n cal. B&B 50'x 40'w QP Quercus palustris Pin Oak 2u cal. B&B 75'x 40w AG Acer ginnala Amur Maple 8'-10' clump B&B 18'x 18'w SHRUBS, PERENNIALS AND GRASSES CAO Calamagrostis x acutiflora ' Overdam Overdam Feather Reed Grass 2 gal. 5' x 21w CHT Choisya temata Mexican Orange Blossom 2 gal. 6' x 6'w EFM Euonymus fortunei'Moonshadow' Moonshadow Euonymus 2 gal. 3' x 5' HS Hemerocallis 'Stella d' Oro' Stella d' Oro Dayfily 1 gal. 2' x 2' w RF Rudbeckia fulgida var. sullivantii'Goldsturm' Goldsturm Black Eyed Susan 1 gal. 2' x 180 RGL Rhus aromatica'grow-IoW Grow -low Fragrant Sumac 2 gal. 3'x 6'w SHH Sarcococca hookedana v. humils'Fragrant Mountain' Sweet Box 2 gal. 2'x 3'w SJN Spirea japonica'Neon Flash' Neon Flash Spirea 2 gal. 3' x 3' w 20' 407 ���.■ :jj'*kkj, HORIZONTAL SCALE: 1" = 20'-0" 7 ws Odginal SubmiUaLk4— This document and the information contained herein may not be copied or reproduced without express written permission of Namalane Park and Recreation District. Unauthorized disclosure or construction use are prohibited by copyright low. REVISIONS Park and Recreation CONSTRUCTION Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN SHEET NO: •s i 4 0 • t • 4 as a Park and Recreation CONSTRUCTION Drawn by. SPD Date: 10.31.18 Scale: AS SHOWN SHEET NO: